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HomeMy WebLinkAboutSOLARIUM - PDP190016 - CORRESPONDENCE - UTILITY PLANSAppendix 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 SET FORTH 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. 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. PLEASE NOTE: All items with an arrow (►) are items required prior to public hearing. All items without an arrow will be required during final compliance. Last edited : 3/23/07 1 Solarium Jason Holland Permits & Engineering Company Solarium LLC N/A Included I. Cover Sheet ______ ___X___ ______ A. ► Preamble title of “Utility Plans For…” ______ ___X___ ______ B. ► Legal description below the project name ______ ___X___ ______ 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 Applicant Staff Validation Check ______ ___X___ ______ D. ► Index to all sheets contained within the Utility Plan placed on right side of sheet. ______ ___X___ ______ E. The current date (month and year) under the legal description ______ ___X___ ______ F. General Construction Notes, and if applicable, CDOT General Construction Notes (see attached Appendix E-2) placed on left side of sheet ______ ___X___ ______ G. ► Project Bench Marks referencing the City of Fort Collins’ datum ___X___ ______ ______ H. Reference to the updated or current soils investigation report ___X___ ______ ______ 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. ______ ___X___ ______ 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. ___X___ ______ ______ 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 Figures 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.) ______ ___X___ ______ L. The names, addresses, phone numbers for the Developer(s), Owner(s), and Consultant Engineer are provided. 2 N/A ______ Included ___X___ ______ 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. ______ ___X___ ______ II. Grading, Drainage & Erosion Control Plan A. ► Drainage report submitted ______ ______ ______ B. ► Existing and proposed contours provided at 2’ (min.) intervals and labeled. Applicant Staff Validation Check ______ ___X___ ______ C. ► Contours extended a minimum of 50’ offsite and tie into existing contours. ___X___ ______ ______ D. Finish grade elevations provided for streets, lot corners, and finish floors/top of foundation of buildings for all lots. ___X___ ______ ______ E. This statement provided: “The top of foundation elevations shown are the minimum elevations required for protection from the 100-year storm. ______ ___X___ ______ F. ► Drainage arrows are provided and show positive drainage to streets or to an approved drainage facility. ___X___ ______ ______ 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. ___X___ ______ ______ H. Temporary and long term erosion control devices are provided and labeled. ______ ___X___ ______ I. ► Revegetation methods and specific notes are provided. ___X___ ______ ______ J. ► If the project proposes any construction in a floodplain, please pick up the separate “Preliminary Floodplain Submittal Requirements” available at the Stormwater Utility. 3 Drainage Memo X Applicant Staff Validation Check N/A Included III. Overall Utility Plan Sheet(s) A. Streets ______ ___X___ ______ 1. ► R.O.W., property lines and easements with dimensions and labels. ___X___ ______ ______ 2. ► Cross-pans ______ ___X___ ______ 3. ► Access ramps ______ ___X___ ______ 4. ► Curb and gutter ______ ___X___ ______ 5. ► Sidewalks ______ ___X___ ______ 6. ► Driveway locations ___X___ ______ ______ 7. ► Medians, including flowline and lip ______ ___X___ ______ 8. General location of signs (speed, stop, monument, etc.) ___X___ ______ ______ 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. ______ ___X___ ______ C. Water Facilities 1. ► Mains with sizes ___X___ ______ ______ 2. ► Fire hydrant locations ______ ___X___ ______ 3. ► Valves ______ ___X___ ______ 4. Meter pits and curb stops ______ ___X___ ______ 5. ► Manhole locations ______ ___X___ ______ 6. ► Show service locations at uses. ___X___ ______ ______ 7. Waterline lowerings ___X___ ______ ______ 8. Dimensioning of manholes and cleanouts from the centerline of the roadways. ______ ___X___ ______ D. Sanitary Sewer Facilities 1. ► Mains with sizes of gutter preliminary, except for single family ______ ___X___ ______ 2. ► Manhole locations and numbering ___X___ ______ ______ 3. Length of segments between manholes ______ ___X___ ______ 4. Type of pipe ___X___ ______ ______ 5. Slopes 4 Applicant Staff Validation Check N/A Included ___X___ ______ ______ 6. Clean-outs ______ ___X___ ______ 7. ► Show services at preliminary, except for single family uses. E. Storm Sewer Facilities ______ ___X___ ______ 1. ► General layout of stormsewers, channels and swales. ___X___ ______ ______ 2. ► Manhole locations ___X___ ______ ______ 3. ► Junction structures ___X___ ______ ______ 4. ► Clean-outs ______ ___X___ ______ 5. ► Type of pipe ______ ___X___ ______ 6. ► Sizes ______ ___X___ ______ 7. ► Slopes ___X___ ______ ______ 8. ► Length of segments between manholes ___X___ ______ ______ 9. Subdrains (where applicable) ___X___ ______ ______ 10. ► Manhole numbering ______ ___X___ ______ F. ► Existing 150’ be features shown for a minimum of yond the project limits ______ ___X___ ______ G. ► Proposed utility connections with existing utilities. IV. Street Plan and Profile Sheets (Horizontal Alignment) ___X___ ______ ______ A. ► Largest possible curve radii and Major Arterial roadways. Minimum curve radii used only where necessary. See used on Arterial Table 7-3. ___X___ ______ ______ B. ► Minimum tangent lengths at intersections. See Table 7-3. ___X___ ______ ______ C. ► Crossing streets intersect at 90° (minor street can vary ±10°). ___X___ ______ ______ D. ► Angle of departure of streets at intersections do not exceed 10° for the length of the required tangent. ___X___ ______ ______ E. ► Minimum tangent between reverse curves provided. See Table 7-3. ___X___ ______ ______ F. ► Broken-back curves are separated by a length equal to 2 times the tangent length. See Table 7-3. ___X___ ______ ______ G. ► Compound curves: ratio value of ≤1.5 (Larger radius divided by the smaller radius). 5 Applicant Staff Validation Check N/A Included ___X___ ______ ______ I. ► Minimum centerline arcs for curves with deflection angles 10° or less. See Table 7-5. ___X___ ______ ______ J. Horizontal curves do not begin at the top of a crest curve or the bottom of a sag curve. ___X___ ______ ______ K. ► Tapers and transitions: Refer to Chapter 8 ___X___ ______ ______ L. ► Sight distance triangles and easements: Shown on all plan & profile sheets. Sight distance easements dedicated on the Plat. ___X___ ______ ______ M. ► Minimum Local Street widths provided per Table 7-1 and are consistent with the TIS. ______ ___X___ ______ N. ► Access ramps and crosswalks provided. Crosswalk lengths are a maximum of 56’ in length. See Chapter 16, Pedestrian Facilities Design and Technical Criteria. ______ ___X___ ______ O. ► Minimum of one mid-block access ramps provided at all “T” intersections. ___X___ ______ ______ P. ► Complete horizontal alignment includes, but is not limited to: centerline of roads, intersecting streets, driveway locations, and storm drainage facilities. ______ ___X___ ______ Q. ► Existing and proposed Property and/or ROW lines, easements and/or tracts provided, dimensioned, and labeled clearly. ___X___ ______ ______ R. Existing utilities and structures (shown as phantom line) included: 1. ► Storm sewer and appurtenances ______ ___X___ ______ 2. Fence lines and gates ______ ___X___ ______ 3. ► Water lines and appurtenances ______ ___X___ ______ 4. ► Ditches and swales ______ ___X___ ______ 5. ► Electric lines and appurtenances ______ ___X___ ______ 6. ► Curbs and gutters ______ ___X___ ______ 7. ► Sanitary Sewer lines and appurtenances ______ ___X___ ______ 8. ► Pavement limits ______ ___X___ ______ 9. ► Telephone lines and appurtenances ___X___ ______ ______ 10. ► Bridges and/or culverts _____ ___X___ ______ 11. ► CATV lines and appurtenances ___X___ ______ ______ 12. ► Guardrails ______ ___X__ ______ 13. Signs ______ ___X___ ______ 14. ► Gas lines and appurtenances 6 N/A ___X___ Included ______ ______ S. Station, critical elevation, and dimension of all existing and proposed utility and/or drainage structures provided. ___X___ ______ ______ 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) ___X___ ______ ______ A. ► Maximum grades for streets comply. Table 7-3. See Applicant Staff Validation Check ___X___ ______ ______ B. ► Maximum grades of cul-de-sacs are 3.0%. ___X___ ______ ______ C. Continuance of profile and ground lines for all Local and Collector Streets that dead end (excluding cul-de-sacs) shown for 500’ beyond the proposed construction. ___X___ ______ ______ D. Continuance of profile and ground lines for Arterial Streets shown for 1000’ beyond the proposed construction. ___X___ ______ ______ E. ► Minimum crest and sag curve lengths for street classifications. See Figures 7-17 and 7-18. Lengths must meet or exceed these minimums. ___X___ ______ ______ F. Crest curves: street centerline, curb and gutter designed with vertical curves. See Table 7-3. ___X___ ______ ______ G. Sag curves: street centerline and flowline designed with a vertical curve (see exception below). See Figure 7-18 and Table 7-3. ___X___ ______ ______ H. Sag Curves: For grade changes <1.0%: gutter flowlines at low points are not designed with vertical curves, but must meet the minimum .5% grade into the inlet. ___X___ ______ ______ I. Sag Curves: For grade changes >1.0%: both street centerline and curb and gutter are designed with vertical curves, but a minimum flowine grade of .5% must still be maintained. ___X___ ______ ______ J. ► Single point grade breaks do not exceed 0.40%, except at inlets where min .5% grade into the inlet is required. ___X___ ______ ______ K. ► Series of grade breaks meet the vertical alignment criteria for the design speed of the roadways. ___X___ ______ ______ L. ► Minimum centerline and flowline grade for streets is 0.50%. ___X___ ______ ______ M. Minimum flowline grade for cul-de-sacs is 1.0%. 7 Applicant Staff Validation Check N/A Included ___X___ ______ ______ N. Minimum desirable grade around curb returns is 1.0%. Minimum allowable grade around curb returns is 0.50%. ___X___ ______ ______ O. Curb return profiles (except medians) are provided. ___X___ ______ ______ P. ► profiles through intersections ___X___ ______ ______ Q. Flowline profiles provided on both sides of all streets (Final compliance). Centerline provided. ___X___ ______ ______ R. ► Centerline profiles provided for all streets (Preliminary). ______ ___X___ ______ S. ► Proposed (solid line type) and existing (dashed line type) ground lines provided and labeled. ___X___ ______ ______ T. ► All proposed and existing vertical curves and grade breaks are dimensioned (Preliminary)/ stationed and labeled clearly (Final compliance). VI. Cross Slopes __X____ ______ ______ A. Minimum cross slope of new streets is 2.0%. ___X___ ______ ______ B. Minimum cross slope of any reconstruction or overlay is 1.5%. ___X___ ______ ______ C. Maximum allowable cross slope on all new streets is 3.0%. ___X___ ______ ______ D. Maximum allowable cross slope on any reconstruction or overlay of existing roadways is 4.0%. ___X___ ______ ______ E. Street modifications (widening, turn-lane, etc): the widened portion is within the stated limits and is not less than the existing cross slope. ___X___ ______ ______ 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. ___X___ ______ ______ G. Cul-de-sacs: See Figure 7-19. VII. Design Speed ___X___ ______ ______ A. ► VIII. Curb Return Radii ___X___ ______ ______ A. Curb return radii used in accordance with Table 8-2. Roadways are designed according to their proper design speed. See Table 7-3. 8 Applicant Staff Validation Check N/A Included ___X___ ______ ______ B. Minimum desirable flowline grade around curb returns is 1%. ___X___ ______ ______ C. Minimum allowable flowline grade around curb returns is 0.50%. IX. Medians ___X___ ______ ______ A. Provided as stated on Figures 7-1F thru 7- 13F. ___X___ ______ ______ B. ► Width of medians are no less than 4’ wide. ___X___ ______ ______ C. ► Turn Lane and Access: Left-turn lanes (where warranted) designed using criteria contained in Figures 8-2, 8-3 & 8-11. ___X___ ______ ______ D. ► Landscaped medians include drainage facilities to handle sprinkler runoff and nuisance flows. Refer to Appendix C. ___X___ ______ ______ 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). ___X___ ______ ______ F. ► Nose of median(s) located such that vehicle turning movements comply with vehicle tracking templates. ___X___ ______ ______ 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. ___X___ ______ ______ H. ► Permanent structures within medians are a minimum of 5’ from the closest travel lane. ___X___ ______ ______ I. ► Pedestrian refuge areas are provided in the noses of medians. See Chapter 16, Pedestrian Facilities Design and Technical Criteria. ___X___ ______ ______ J. Profiles shall be provided for all areas of inflow curb and gutter. Profiles or adequate spot elevations, dimensions and any other information necessary for review and construction shall be provided for all medians. X. Cul-de-sacs ___X___ ______ ______ A. ► Provided only on Local Streets. See Figures 7-19 & 7-21. ___X___ ______ ______ B. ► Maximum length of 660’ (1320’ max.) if fire sprinkler systems are installed in structures. ___X___ ______ ______ C. ► Minimum radii used. See Figure 7-19. 9 Applicant Staff Validation Check N/A Included XI. Eyebrows ___X___ ______ ______ A. ► Provided only on Local Streets. See Figure 7-23. ___X___ ______ ______ B. ► Spaced in conformance with the requirements in Chapter 9, Access Requirements and Criteria. XII. Dead-end Streets ___X___ ______ ______ A. ► Temporary dead-end streets provided only on streets that do not have direct access from adjoining property. ___X___ ___X___ ______ ______ ______ ______ B. ► Temporary turnarounds with a minimum radius of 50’ provided for permitted dead-end streets. See Figure 7-26. C. Temporary access easements dedicated on the Plat. ______ ___X___ ______ ___X___ ______ ___X___ 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 Figure 9-1 and Table 7-3 C. Drive approaches slope toward the street. ______ ___X___ ______ D. ► Driveways intersect streets at 90° ±10° for a minimum of 25’ measured perpendicular to the street from the curb edge or EOA. ___X___ ______ ______ E. ► All access/driveway approaches are paved with Portland cement from the street to the ROW. 1. SF Residential Approaches ___X___ ______ ______ a. ► Minimum width of driveway(s) is 12’ and the maximum width is 24’. See Standard Drawings 706 and 707. ___X___ ______ ______ b. ► Sidewalks are continuous through driveways. See Standard Drawing 1601. ___X___ ______ ______ 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 Applicant Staff Validation Check N/A Included 2. High Volume Driveway ___X___ ______ ______ a►*. Driveways accessing Arterial Streets or meeting criteria in Section 9.3.2.A shall conform with Standard Drawing 707. ___X___ ______ ______ b►*. Maximum width is 36’. If wider, inbound and outbound traffic. a median separates the ___X___ ______ ______ 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 ___X___ ______ ______ A. Maximum slope for all areas within the ROW is 4:1. ___X___ ______ ______ B. Maximum slope outside of the ROW affecting public improvements is 4:1. ___X___ ______ ______ C. Retaining walls provided where slopes exceed 4:1. Retaining walls designed in accordance with Chapter 11, Structures. ___X___ ______ ______ D. Minimum slopes in non-roadway areas is 2.0% XV. Sub-drains ___X___ ______ ______ A. Engineered sub-drain systems meet criteria set forth in Section 7.7.3 ___X___ ______ ______ B. Hydrologic study submitted if criteria in Section 5.6.1. A. is met or sub-drains are needed for basements. XVI. Cross-pans __X____ ______ ______ A. Cross-pans adjacent to Local Streets are a minimum of 6’ wide and ⅞” deep. ___X___ ______ ______ B. Cross-pans adjacent to Collector Streets are a minimum of 8’ wide and 1⅛” deep. ___X___ ______ ______ C. Cross-pans adjacent to Arterial Streets are a minimum of 10’ wide and 1½” deep. ___X___ ______ ______ D. Mid-block cross-pans are a minimum of 12’ in width and 1¾” in depth. __X____ ______ ______ E. Minimum grade of cross-pans are 0.50%. ___X___ ______ ______ F. Pavement transitions approaching cross- pans designed using the design speeds in Table 7-3 and meet the requirements of Figure 7-27 and Standard Drawing 710. 11 One way direction drive is proposed at a narrower width 1' tall landscape block walls are proposed in ROW Existing grades in landscaped area to remain Applicant Staff Validation Check N/A Included ___X___ ______ ______ G. Spot elevations provided as shown on Figure 7-27. XVII. Inlets ___X___ ______ ______ A. ► Inlets are not located within the curb returns. XVIII. Bus Bays ___X___ ______ ______ A. ► Bus bays are 11’ wide. ___X___ ______ ______ B. ► Bus bays are constructed with concrete in accordance with Chapter 22, Construction Specifications. ___X___ ______ ______ C. ► Bus bays shall be designed in accordance XIX. Intersections with Section 7.9 and Standard Drawing 711. ___X___ ______ ______ A. ► Travel lanes are aligned through intersection(s) (a 2’ shift is allowed in hardship cases only). __X____ ______ ______ B. ► Intersections cross at 90° ±10°. ___X___ ______ ______ C. ► Horizontal alignment of streets thru intersections are designed in accordance with Table 7-3. ___X___ ______ ______ D. ► Exclusive left-turn lanes provided where required. See Section 8.2.5, Exclusive Left Turn Lanes. ___X___ ______ ______ E. ► Exclusive right-turn lanes provided where required. See Section 8.2.6, Exclusive Right Turn Lanes. ___X___ ______ ______ F. ► Adequate turning radii used for each type of intersection. See Section 8.2.8, Turning Radius. ______ ___X___ ______ G. ► ROW is dedicated as shown on Figure 8-12. ___X___ ______ ______ H. ► Additional ROW dedicated for right and left turn lanes. ___X___ ______ ______ I. ► Sight distances comply with Figure 7-16. ___X___ ______ ______ 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) ___X___ ______ ______ K. ► Profile grades within the intersection do not exceed 3% XX. General Requirements ___X___ ______ ______ A. Phased improvements shown clearly. 12 row was dedicated with previous application Applicant Staff Validation Check N/A Included ___X___ ______ ______ B. Phases within the project limits stand alone and do not leave necessary improvements to future projects. ___X___ ______ ______ C. ► Design of State streets meet the requirements presented in the State Highway Access Code Manual. ______ ___X___ ______ D. ► North arrows and the appropriate bar/graphic scale(s) are provided. ______ ___X___ ______ E. ► Existing features adjacent to this development are shown in a ghosted or alternate line weight. ______ ___X___ ______ 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. ___X___ ______ ______ G. ► Ditch company approval block is provided. ______ ___X___ ______ H. ► Water and Sanitary District approval block is provided. ___X___ ______ ______ I. County approval block is provided. ___X___ ______ ______ J. CDOT approval block is provided. ______ ___X___ ______ 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. ______ ___X___ ______ L. ► The utility plans correlate with the Site and Landscape Plans ___X___ ______ ______ M. Spot elevations at all intersections provided as shown on Figures 7-27 and 7-28. ______ ___X___ ______ N. ► Proposed construction within the Property boundary drawn with solid lines and existing features shown with hidden or dashed lines. __X____ ______ ______ O. Stations and elevations provided at all PC’s, driveway intersections and roadway intersections in both plan and profile views. ___X___ ______ ______ P. Flowline curve table provided on each plan and profile sheet that includes radius, angle, arc length, and tangent length. ___X___ ______ ______ Q. Centerline stationing is the standard and shall be used except at cul-de-sacs, where flowline stationing is used (Station equations provided.), unless approval to use flowline stationing is given. ______ ___X___ ______ R. ► Street names provided on all sheets. ______ ___X___ ______ T. ► All easements shown in the plan views. 13 - Applicant Staff Validation Check N/A Included ____X__ ______ ______ U. ► Match-lines provided in both plan and profile. Page number, station and elevation included. ______ ___x___ ___X___ ______ ______ ______ V. The scale of all sheets are as follows: 1. ► Horizontal - 1” = 20’, 30’, 40’, or 50’ 2. ► Vertical - 1” = 5’ or 10’ ______ ___X___ ______ 3. ► Overall Plan - 1” = 100’ ______ ___X___ ______ W. ► All private improvements, including but not limited to, roadways, driveways, utilities, etc. are clearly shown and labeled as such. ______ ___X___ ______ X. ► A legend is provided on each sheet identifying the symbols used on that particular sheet. ___X___ ______ ______ 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) ___X___ ______ ______ 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. ___X___ ______ ______ 1. Information Provided on each Cross Section a. ► Curb & gutter, existing(f) and proposed(*) ___X___ ______ ______ b. ► Roadway surface, existing and proposed ___X___ ______ ______ c. ► Sidewalk, proposed existing and ___X___ ______ ______ d. ► Cross slopes, existing(f) and proposed(*) ___X___ ______ ______ e. ► ROW, existing and proposed ___X___ ______ ______ f. Side slopes, existing proposed, 15’ beyond proposed ROW and the ___X___ ______ ______ g. Stations ___X___ ______ ______ h. Proposed flowline centerline elevations and ___X___ ______ ______ i. Utility crossings ____X__ ______ ______ j. ► Dimensions 14 Some details provided at alternate scale for clarity Applicant Staff Validation Check N/A Included ___X___ ______ ______ k. Areas of overlay, milling, pavement removal and/or reconstruction XXII. Plat ___X___ ______ ______ A. ► Maintenance Guarantee, Repair Guarantee, Notice of Other Documents notes. ____X__ ______ ______ B. ► Planning & Zoning Board/Hearing Officer certification statement (to be signed at final compliance). ___X___ ______ ______ C. ► Surveyor certification statement signed at final compliance) (to be ___X___ ______ ______ D. ► Statement(s) of land ownership ___X___ ______ ______ E. ► Statement(s) of ownership and/or maintenance of all tracts. ___X___ ______ ______ F. ► Statement(s) of the dedication of any easements, ROW, tracts, and other public areas. ___X___ ______ ______ G. ► Vicinity Map: Project location, nearest 2 Arterial Streets, street names, City limits, major public facilities. ___X___ ______ ______ H. Curve data complete for all curves. ___X___ ______ ______ I. ► 2 ties to aliquot corners. ___X___ ______ ______ J. ► All existing and proposed easements and ROW clearly defined. ___X___ ______ ______ K. ► Adjoining properties labeled. ___X___ ______ ______ L. ► Scale, graphic scale, north arrow, date of preparation, complete title w/ location. ___X___ ______ ______ M. ► Boundary legal description closes. ___X___ ______ ______ N. ► Lot lines. ____X__ ______ ______ O. ► Designation of areas subject to flooding, including floodplain, floodway, and product corridors. (Elevation Datum must be referenced to City of Fort Collins datum.) 15 Overall shown at 1"=20' due to size of site both sides of the street. 10 Asphalt paving provided to match existing