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HomeMy WebLinkAboutRAW URTH DESIGNS - FDP - FDP160001 - CORRESPONDENCE - UTILITY PLANS1 Last edited :5/15/13 Appendix E-4 City of Fort Collins Requirements for Utility Plans PROJECT NAME: ___________________________________ PROJECT PLANNER: ___________________________________ DESIGN ENGINEERING FIRM: ___________________________________ DEVELOPER: ___________________________________ All applications for final development plans must include final development plan documents (“Utility Plans”). The standards for these Utility Plans are set forth in Division 3.3 of the City of Fort Collins Land Use Code, these Standards, and as further noted in this appendix. THIS LIST PROVIDES THE DESIGN ENGINEER INFORMATION TO HELP HIM/HER DETERMINE WHAT THE CITY OF FORT COLLINS EXPECTS TO SEE ON DRAWINGS SUBMITTED FOR REVIEW AND APPROVAL. THIS LIST IS NOT INTENDED TO BE ALL- INCLUSIVE AND SHALL NOT, IN ANY WAY, OVERRIDE OR SUPERCEDE THE STANDARDS SETFORTH IN THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE LARIMER COUNTY URBAN AREA STREET STANDARDS MANUAL. ADDITIONAL INFORMATION MAY BE REQUIRED ON SPECIFIC PLAN DESIGNS AND IS NOT INTENDED TO RELIEVE THE DESIGN ENGINEER OF THEIR OBLIGATION TO UTILIZE GOOD ENGINEERING PRACTICES. PLEASE NOTE: All items with an arrow (►) are items required prior to public hearing. All items without an asterisk will be required during final compliance. The two “check list” columns to the left of the Utility Plan requirements below are provided for the convenience of both City staff and the Developer’s Engineer. The columns are organized as follows: (1) The first column, “Applicant Validation,” is provided as a check list for the applicant to ensure that all required items are addressed within the Utility Plans. (2) Upon submittal, City staff will check off the items in the second column to ensure that all the required items are included within the Utility Plans. Applicant Staff Validation Check N/A Included 2 I. Cover Sheet ______ ______ ______ A. ► Preamble title of “Utility Plans For…” ______ ______ ______ B. ► Legal description below the project name ______ ______ ______ C. ► Vicinity map including project location, nearest two Arterial Streets, existing street system, street names for collector and Arterial Streets, City limit lines, north arrow and major public facilities ______ ______ ______ D. ► Index to all sheets contained within the Utility Plan placed on right side of sheet. ______ ______ ______ E. The current date (month and year) under the legal description ______ ______ ______ F. General Construction Notes, and if applicable, CDOT General Construction Notes (see attached Appendix E-2) placed on left side of sheet ______ ______ ______ G. ► Project Bench Marks referencing the City of Fort Collins’ datum ______ ______ ______ H. Reference to the updated or current soils investigation report ______ ______ ______ I. Stamp and signature of a licensed Civil Engineer registered in the State of Colorado (on approved final development plan documents) in accordance with State Statutes and Board Rules. ______ ______ ______ J. The following statement is annotated on the Cover Sheet: 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. ______ ______ ______ K. ► Typical street section(s) provided for each street type being proposed. Sections include appropriate horizontal and vertical dimensions and cross slopes, type of curb and gutter and any deviations from standards. See Standard Drawings 7-1F thru 7-13F. (These sections may also be located on the plan/profile sheets or a separate sheet within the utility plan set.) ______ ______ ______ L. The names, addresses, phone numbers for the Developer(s), Owner(s), and Consultant Engineer are provided. Applicant Staff Validation Check N/A Included 3 ______ ______ ______ M. Indemnification Statement provided and annotated as follows: These plans have been reviewed by the Local Entity for concept only. The review does not imply responsibility by the reviewing department, the Local Entity Engineer, or the Local Entity 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 in any reason as acceptance of financial responsibility by the Local Entity for additional quantities of items shown that may be required during the construction phase. II. Grading, Drainage & Erosion Control Plan ______ ______ ______ A. ► Drainage report submitted ______ ______ ______ B. ► Existing and proposed contours provided at 2’ (min.) intervals and labeled. ______ ______ ______ C. ► Contours extended a minimum of 50’ offsite and tie into existing contours. ______ ______ ______ D. Finish grade elevations provided for streets, lot corners, and finish floors/top of foundation of buildings for all lots. ______ ______ ______ E. This statement provided: “The top of foundation elevations shown are the minimum elevations required for protection from the 100-year storm. Minimum finished floor elevations above the 100-year water surface in streets, channels, ditches, swales, or other drainage facilities, as illustrated by a master grading plan are to be shown.” ______ ______ ______ F. ► Drainage arrows are provided and show positive drainage to streets or to an approved drainage facility. ______ ______ ______ G. Phasing of development and construction of all public improvements. All public improvements within each phase stand alone. Phases separated by a thick, ghosted line and identified by either numbers or letters. ______ ______ ______ H. Temporary and long term erosion control devices are provided and labeled. ______ ______ ______ I. ► Revegetation methods and specific notes are provided. Applicant Staff Validation Check N/A Included 4 ______ ______ ______ J. ► If the project proposes any construction in a floodplain, please pick up the separate “Preliminary Floodplain Submittal Requirements” available at the Stormwater Utility. III. Overall Utility Plan Sheet(s) A. Streets ______ ______ ______ 1. ► R.O.W., property lines and easements with dimensions and labels. ______ ______ ______ 2. ► Cross-pans ______ ______ ______ 3. ► Access ramps ______ ______ ______ 4. ► Curb and gutter ______ ______ ______ 5. ► Sidewalks ______ ______ ______ 6. ► Driveway locations ______ ______ ______ 7. ► Medians, including flowline and lip of gutter ______ ______ ______ 8. General location of signs (speed, stop, monument, etc.) ______ ______ ______ B. Phasing lines of development and construction of all public improvements. All public improvements within each phase stand alone. Phases separated by a thick, ghosted line and identified by either numbers or letters. C. Water Facilities ______ ______ ______ 1. ► Mains with sizes ______ ______ ______ 2. ► Fire hydrant locations ______ ______ ______ 3. ► Valves ______ ______ ______ 4. Meter pits and curb stops ______ ______ ______ 5. ► Manhole locations ______ ______ ______ 6. ► Show service locations at preliminary, except for single family uses. ______ ______ ______ 7. Waterline lowerings ______ ______ ______ 8. Dimensioning of manholes and cleanouts from the centerline of the roadways. Applicant Staff Validation Check N/A Included 5 D. Sanitary Sewer Facilities ______ ______ ______ 1. ► Mains with sizes ______ ______ ______ 2. ► Manhole locations and numbering ______ ______ ______ 3. Length of segments between manholes ______ ______ ______ 4. Type of pipe ______ ______ ______ 5. Slopes ______ ______ ______ 6. Clean-outs ______ ______ ______ 7. ► Show services at preliminary, except for single family uses. E. Storm Sewer Facilities ______ ______ ______ 1. ► General layout of stormsewers, channels and swales. ______ ______ ______ 2. ► Manhole locations ______ ______ ______ 3. ► Junction structures ______ ______ ______ 4. ► Clean-outs ______ ______ ______ 5. ► Type of pipe ______ ______ ______ 6. ► Sizes ______ ______ ______ 7. ► Slopes ______ ______ ______ 8. ► Length of segments between manholes ______ ______ ______ 9. Subdrains (where applicable) ______ ______ ______ 10. ► Manhole numbering ______ ______ ______ F. ► Existing features shown for a minimum of 150’ beyond the project limits ______ ______ ______ G. ► Proposed utility connections with existing utilities. IV. Street Plan and Profile Sheets (Horizontal Alignment) ______ ______ ______ A. ► Largest possible curve radii used on Arterial and Major Arterial roadways. Minimum curve radii used only where necessary. See Table 7-3. ______ ______ ______ B. ► Minimum tangent lengths at intersections. See Table 7-3. ______ ______ ______ C. ► Crossing streets intersect at 90° (minor street can vary ±10°). Applicant Staff Validation Check N/A Included 6 ______ ______ ______ D. ► Angle of departure of streets at intersections do not exceed 10 for the length of the required tangent. See Standard Drawing 8- 12. ______ ______ ______ E. ► Minimum tangent between reverse curves provided. See Table 7-3. ______ ______ ______ F. ► Broken-back curves are separated by a length equal to 2 times the tangent length. See Table 7-3. ______ ______ ______ G. ► Compound curves: ratio value of 1.5 (Larger radius divided by the smaller radius). ______ ______ ______ I. ► Minimum deflection angles for centerline arcs on curves used. See Table 7-5. ______ ______ ______ J. ► Curves with deflection angles of  5 have an arc length (Lcmin) equal to 15 times the design speed. Length is increased 100’ for every 1° reduction below 5°. ______ ______ ______ K. Horizontal curves do not begin at the top of a crest curve or the bottom of a sag curve. ______ ______ ______ L. ► Tapers and transitions: Refer to Figures in Chapter 8 ______ ______ ______ M. ► Sight distance triangles and easements: Shown on all plan & profile sheets. Sight distance easements dedicated on the Plat. ______ ______ ______ N. ► Minimum Local Street widths provided per Table 7.1 and are consistent with the TIS. ______ ______ ______ O. ► Access ramps and crosswalks provided. Crosswalk lengths are a maximum of 56’ in length. See Chapter 16, Pedestrian Facilities Design and Technical Criteria. Mid-block access ramps located at all “T” intersections. ______ ______ ______ P. ► Complete horizontal alignment includes, but is not limited to: centerline of roads, intersecting streets, driveway locations, and storm drainage facilities. ______ ______ ______ Q. ► Existing and proposed Property and/or ROW lines, easements and/or tracts provided, dimensioned, and labeled clearly. R. Existing utilities and structures (shown as phantom line) included: ______ ______ ______ 1. ► Storm sewer and appurtenances ______ ______ ______ 2. Fence lines and gates ______ ______ ______ 3. ► Water lines and appurtenances Applicant Staff Validation Check N/A Included 7 ______ ______ ______ 4. ► Ditches and swales ______ ______ ______ 5. ► Electric lines and appurtenances ______ ______ ______ 6. ► Curbs and gutters ______ ______ ______ 7. ► Sanitary Sewer lines and appurtenances ______ ______ ______ 8. ► Pavement limits ______ ______ ______ 9. ► Telephone lines and appurtenances ______ ______ ______ 10. ► Bridges and/or culverts ______ ______ ______ 11. ► CATV lines and appurtenances ______ ______ ______ 12. ► Guardrails ______ ______ ______ 13. Signs ______ ______ ______ 14. ► Gas lines and appurtenances ______ ______ ______ S. Station, critical elevation, and dimension of all existing and proposed utility and/or drainage structures provided. ______ ______ ______ T. Intersections show construction and lane details for new and existing facilities for a minimum of 150’ beyond the limits of construction. V. Street Plan and Profile Sheets (Vertical Alignment) ______ ______ ______ A. ► Maximum grades for streets comply. See Table 7-3. ______ ______ ______ B. ► Maximum grades of cul-de-sacs are 3.0%. ______ ______ ______ C. Continuance of grade and ground lines for all Local and Collector Streets that dead end (excluding cul-de-sacs) shown for 500’ beyond the proposed construction. ______ ______ ______ D. Continuance of grade and ground lines for Arterial Streets shown for 1000’ beyond the proposed construction. ______ ______ ______ E. ► Minimum crest and sag curve lengths for street classifications. See Standard Drawings 7-17 and 7-18. Lengths meet or exceed these minimums. ______ ______ ______ F. Crest curves: street centerline, curb and gutter designed with vertical curves. See Table 7-3. ______ ______ ______ G. Sag curves: street centerline designed with a vertical curve. See Standard Drawing 7-18 for minimum curve lengths. Applicant Staff Validation Check N/A Included 8 ______ ______ ______ H. For grade changes 1.0%: gutter flowline are not designed with vertical curves. ______ ______ ______ I. For grade changes 1.0%: both street centerline and curb and gutter are designed with vertical curves. See Standard Drawing 7-18. ______ ______ ______ J. ► Single point grade breaks do not exceed 0.40%. ______ ______ ______ K. ► Series of grade breaks meet the vertical alignment criteria for the design speed of the roadways. ______ ______ ______ L. ► Minimum centerline(*preliminary)/flowline (final compliance) grade for streets is 0.50%. ______ ______ ______ M. Minimum flowline grade for cul-de-sacs is 1.0%. ______ ______ ______ N. Minimum desirable grade around curb returns is 1.0%. Minimum allowable grade around curb returns is 0.50%. ______ ______ ______ O. Curb return profiles (except medians) are provided. ______ ______ ______ P. ► Centerline profiles through intersections provided. ______ ______ ______ Q. Flowline profiles provided on both sides of Residential Local, Connector Local, and Collector Streets. ______ ______ ______ R. Both flowlines and centerline profiles provided for Arterial Streets. ______ ______ ______ S. ► Proposed (solid line type) and existing (dashed line type) ground lines provided and labeled. ______ ______ ______ T. ► All proposed and existing vertical curves and grade breaks are dimensioned (Preliminary)/ stationed and labeled clearly (Final compliance). VI. Cross Slopes ______ ______ ______ A. Minimum cross slope of new streets is 2.0%. ______ ______ ______ B. Minimum cross slope of any reconstruction or overlay is 1.5%. ______ ______ ______ C. Maximum allowable cross slope on all new streets is 3.0%. ______ ______ ______ D. Maximum allowable cross slope on any reconstruction or overlay of existing roadways is 4.0%. Applicant Staff Validation Check N/A Included 9 ______ ______ ______ E. Street modifications (widening, turn-lane, etc): the widened portion is within the stated limits and is not less than the existing cross slope. ______ ______ ______ F. When tying to existing cross slopes: Curb and gutter or centerline shall be designed such that the when the existing pavement is overlaid it results in a straight line cross slope grade that meets standards. ______ ______ ______ G. Cul-de-sacs: See Standard Drawing 7-19. VII. Design Speed ______ ______ ______ A. ► Roadways are designed according to their proper design speed. See Table 7-3. VIII. Curb Return Radii ______ ______ ______ A. Curb return radii used in accordance with Table 8-2. ______ ______ ______ B. Minimum desirable flowline grade around curb returns is 1%. ______ ______ ______ C. Minimum allowable flowline grade around curb returns is 0.50%. IX. Medians ______ ______ ______ A. Provided as stated on Standard Drawings 7-1F thru 7-13F. ______ ______ ______ B. ► Width of medians are no less than 4’ wide. ______ ______ ______ C. ► Turn Lane and Access: Left-turn lanes (where warranted) designed using criteria contained in Standard Drawings 8-2 and Figures 8-2& 8-3. ______ ______ ______ D. ► Landscaped medians include drainage facilities to handle sprinkler runoff and nuisance flows. Refer to Appendix C. ______ ______ ______ E. ► Median(s) are designed with keyed curb or curb with outfall gutters (if gutters are not needed to handle drainage), or medians are designed with curb with inflow gutters (if gutters are needed to handle drainage). ______ ______ ______ F. ► Nose of median(s) located such that vehicle turning movements comply with vehicle tracking templates. See Standard Drawing 7-23. ______ ______ ______ G. ► Transition points of medians do not have “angle points”. A 100’ minimum radius with minimum arc length of 50’ is used at transition locations. Applicant Staff Validation Check N/A Included 10 ______ ______ ______ H. ► Permanent structures within medians are a minimum of 5’ from the closest travel lane. ______ ______ ______ I. ► Pedestrian refuge areas are provided in the noses of medians. See Chapter 16, Pedestrian Facilities Design and Technical Criteria. X. Cul-de-sacs ______ ______ ______ A. ► Provided only on Local Streets (except on Narrow Residential Local Streets). See Standard Drawings 7-19 & 7-24. ______ ______ ______ B. ► Maximum length of 660’ (1320’ max.) if fire sprinkler systems are installed in structures. ______ ______ ______ C. ► Minimum radii used. See Standard Drawing 7-24. XI. Eyebrows ______ ______ ______ A. ► Provided only on Local Streets. See Standard Drawing 7-25. ______ ______ ______ B. ► Spaced in conformance with the requirements in Chapter 9, Access Requirements and Criteria. ______ ______ ______ C. ► Minimum length of eyebrow(s) is 25’ and maximum length is 100’. XII. Dead-end Streets ______ ______ ______ A. ► Temporary dead-end streets provided only on streets that do not have direct access from adjoining property. ______ ______ ______ B. ► Temporary turnarounds with a minimum radius of 40’ provided for permitted dead-end streets. See Standard Drawing 7-28. ______ ______ ______ C. Temporary access easements dedicated on the Plat. XIII. Driveways ______ ______ ______ A. Where curb cuts are provided, concentrated runoff from adjoining properties does not discharge across the sidewalk. ______ ______ ______ B. ► Spacing of curb cuts conform to spacing requirements. See Standard Drawing 9-1 and Table 7-3. ______ ______ ______ C. Drive approaches slope toward the street. ______ ______ ______ D. ► Driveways intersect streets at 90° ±10° for a minimum of 25’ measured perpendicular to the street from the curb edge or EOA. Applicant Staff Validation Check N/A Included 11 ______ ______ ______ E. ► All access/driveway approaches are paved with Portland cement from the street to the ROW. 1. Residential Approaches ______ ______ ______ a. ► Minimum width of driveway(s) is 12’ and the maximum width is 24’. See Standard Drawing 7-29. ______ ______ ______ b. ► Sidewalks are continuous through driveways. See Standard Drawing 16-1. ______ ______ ______ c. When pedestrian accessible driveways are required in lieu of mid-block access ramps, the slope of the driveway is  1:12 and spaced at 300’ intervals on both sides of the street. 2. High Volume Driveway ______ ______ ______ a►*. Commercial driveways accessing Arterial or Collector Streets conform with Standard Drawing 7-30. ______ ______ ______ b►*. Maximum width is 36’. If wider, a median separates the inbound and outbound traffic. ______ ______ ______ 3. ► Multi-Family Dwelling Unit Driveways Minimum width of driveway(s) is 24’. Minimum of 28’ for driveways serving 12 units or more with maximum width of 36’. XIV. Grading In The ROW ______ ______ ______ A. Maximum slope for all areas within the ROW is 4:1. ______ ______ ______ B. Maximum slope outside of the ROW affecting public improvements is 4:1. ______ ______ ______ C. Retaining walls provided where slopes exceed 4:1. Retaining walls designed in accordance with Chapter 11, Structures. ______ ______ ______ D. Minimum slopes in non-roadway areas is 2.0% Applicant Staff Validation Check N/A Included 12 XV. Sub-drains ______ ______ ______ A. Engineered sub-drain systems meet criteria setforth in Section 7.7.3. ______ ______ ______ B. Hydrologic study submitted. XVI. Cross-pans ______ ______ ______ A. Cross-pans adjacent to Local Streets are a minimum of 6’ wide and ⅞” deep. ______ ______ ______ B. Cross-pans adjacent to Collector Streets are a minimum of 8’ wide and 1⅛” deep. ______ ______ ______ C. Cross-pans adjacent to Arterial Streets are a minimum of 10’ wide and 1½” deep. ______ ______ ______ D. Mid-block cross-pans are a minimum of 12’ in width and 1¾” in depth. ______ ______ ______ E. Minimum grade of cross-pans are 0.50%. ______ ______ ______ F. Pavement transitions approaching cross- pans designed using the design speeds in Table 7-3 and meet the requirements in Standard Drawing 7-33. ______ ______ ______ G. Spot elevations provided as shown on Standard Drawing 7-32A. XVII. Inlets ______ ______ ______ A. ► Inlets are not located within the curb returns. XVIII. Bus Bays ______ ______ ______ A. ► Bus bays are 11’ wide. ______ ______ ______ B. ► Bus bays are constructed with concrete in accordance with Chapter 22, Construction Specifications. ______ ______ ______ C. ► Approach Leg Minimum Criteria: Bays are at least 50’ long with 60’ to 80’ of transitions distance. Curves have a radius of 100’ and separated by a 10’ tangent distance. See Standard Drawing 7-35 dimensions. ______ ______ ______ D. ► Departure Leg Minimum Criteria: Bays have a 50’ long loading area and 40’ to 60’ of transition distance. 25’ to 50’ radius curve used at the initial exit, followed by a short tangent and a 50’ to 100’ radius curve on entry to street. See Standard Drawing 7-35 dimensions. ______ ______ ______ E. ► Mid-Block Bays: See Standard Drawing 7- 35 dimensions. Applicant Staff Validation Check N/A Included 13 ______ ______ ______ F. ► Pullout(s) designed 50’ from an intersection curb return. XIX. Intersections ______ ______ ______ A. ► Travel lanes are aligned through intersection(s) (a 2’ shift is allowed in hardship cases only). ______ ______ ______ B. ► Intersections cross at 90 ±10°. ______ ______ ______ C. ► Horizontal alignment of streets thru intersections are designed in accordance with Table 7-3. ______ ______ ______ D. ► Exclusive left-turn lanes provided where required. See Section 8.2.5, Exclusive Left Turn Lanes. ______ ______ ______ E. ► Exclusive right-turn lanes provided where required. See Section 8.2.6, Exclusive Right Turn Lanes. ______ ______ ______ F. ► Adequate turning radii used for each type of intersection. See Section 8.2.8, Turning Radius. ______ ______ ______ G. ► ROW is dedicated as shown on Standard Drawing 8-7. ______ ______ ______ H. ► Additional ROW dedicated for right and left turn lanes. ______ ______ ______ I. ► Sight distances comply with Standard Drawing 7-16. ______ ______ ______ J. ► Street grades approaching intersections shall be between 0.50% (min.) and 4.0% (max) for a distance equal to the tangent length of the street classification. See Table 7-3) ______ ______ ______ K. ► Profile grades within the intersection do not exceed 3% XX. General Requirements ______ ______ ______ A. Phased improvements shown clearly. ______ ______ ______ B. Phases within the project limits stand alone and do not leave necessary improvements to future projects. ______ ______ ______ C. ► Design of State streets meet the requirements presented in the State Highway Access Code Manual. ______ ______ ______ D. ► North arrows and the appropriate bar/graphic scale(s) are provided. Applicant Staff Validation Check N/A Included 14 ______ ______ ______ E. ► Existing features adjacent to this development are shown in a ghosted or alternate line weight. ______ ______ ______ F. The City’s signature block is provided in the lower right corner of each sheet contained within the utility plan set. Each signature block measures 3½” high by 4½” wide. ______ ______ ______ G. ► Ditch company approval block is provided. ______ ______ ______ H. ► Water and Sanitary District approval block is provided. ______ ______ ______ I. County approval block is provided. ______ ______ ______ J. CDOT approval block is provided. ______ ______ ______ K. ► Title block is provided on each sheet of the utility plan set and includes the project name, sheet name, engineer’s name, address, telephone number and fax number, sheet numbering, and revision block. ______ ______ ______ L. ► The utility plans correlate with the Site and Landscape Plans ______ ______ ______ M. Spot elevations at all intersections provided as shown on Standard Drawings 7-32A and 7-32B. ______ ______ ______ N. ► Proposed construction within the Property boundary drawn with solid lines and existing features shown with hidden or dashed lines. ______ ______ ______ O. Stations and elevations provided at all PC’s, driveway intersections and roadway intersections in both plan and profile views. ______ ______ ______ P. Flowline curve table provided on each plan and profile sheet that includes radius, angle, arc length, and tangent length. ______ ______ ______ Q. Centerline stationing is used except at cul- de-sacs, where flowline stationing is used (Station equations provided.). ______ ______ ______ R. ► Street names provided on all sheets. ______ ______ ______ T. ► All easements shown in the plan views. ______ ______ ______ U. ► Match-lines provided in both plan and profile. Page number, station and elevation included. V. The scale of all sheets are as follows: ______ ______ ______ 1. ► Horizontal - 1” = 20’, 30’, 40’, or 50’ ______ ______ ______ 2. ► Vertical - 1” = 5’ or 10’ ______ ______ ______ 3. ► Overall Plan - 1” = 100’ Applicant Staff Validation Check N/A Included 15 ______ ______ ______ W. ► All private improvements, including but not limited to, roadways, driveways, utilities, etc. are clearly shown and labeled as such. ______ ______ ______ X. ► A legend is provided on each sheet identifying the symbols used on that particular sheet. ______ ______ ______ Y. ► Key map is provided on the plan and profile sheets (for utility plans having 3 or more plan and profile sheets). XXI. ► Street Cross Sections (Preliminary = typical for each street) ______ ______ ______ A. Cross sections for Arterial Streets and Collector Streets are provided at 50’ intervals. Cross also required where special conditions warrant the need (i.e. widening of an existing street). The interval may be adjusted where site topography is unique. 1. Information Provided on each Cross Section ______ ______ ______ a. ► Curb & gutter, existing(f) and proposed(*) ______ ______ ______ b. ► Roadway surface, existing and proposed ______ ______ ______ c. ► Sidewalk, existing and proposed ______ ______ ______ d. ► Cross slopes, existing(f) and proposed(*) ______ ______ ______ e. ► ROW, existing and proposed ______ ______ ______ f. Side slopes, existing and proposed, 15’ beyond the proposed ROW ______ ______ ______ g. Stations ______ ______ ______ h. Proposed flowline and centerline elevations ______ ______ ______ i. Utility crossings ______ ______ ______ j. ► Dimensions ______ ______ ______ k. Areas of overlay, milling, pavement removal and/or reconstruction Applicant Staff Validation Check N/A Included 16 XXII. Plat ______ ______ ______ A. ► Maintenance Guarantee, Repair Guarantee, Notice of Other Documents notes. ______ ______ ______ B. ► Planning & Zoning Board/Hearing Officer certification statement (to be signed at final compliance). ______ ______ ______ C. ► Surveyor certification statement (to be signed at final compliance) ______ ______ ______ D. ► Statement(s) of land ownership ______ ______ ______ E. ► Statement(s) of ownership and/or maintenance of all tracts. ______ ______ ______ F. ► Statement(s) of the dedication of any easements, ROW, tracts, and other public areas. ______ ______ ______ G. ► Vicinity Map: Project location, nearest 2 Arterial Streets, street names, City limits, major public facilities. ______ ______ ______ H. Curve data complete for all curves. ______ ______ ______ I. ► 2 ties to aliquot corners. ______ ______ ______ J. ► All existing and proposed easements and ROW clearly defined. ______ ______ ______ K. ► Adjoining properties labeled. ______ ______ ______ L. ► Scale, graphic scale, north arrow, date of preparation, complete title w/ location. ______ ______ ______ M. ► Boundary legal description closes. ______ ______ ______ N. ► Lot lines. ______ ______ ______ O. ► Designation of areas subject to flooding, including floodplain, floodway, and product corridors. (Elevation Datum must be referenced to City of Fort Collins datum.)