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HomeMy WebLinkAboutBLOOM FILING THREE - FDP250003 - SUBMITTAL DOCUMENTS - ROUND 1 - Supporting Documentation (2) Appendix E-4 City of Fort Collins Requirements for Utility Plar s Last revised:8/1/2021 NOTE: Appendix Forms and Information are for Reference Only. Contact Local Entity Engineer for Original Forms and Current Information. PROJECT NAME: —.9Loa tM Fr Thkk&e- PROJECT PLANNER: V,GiJE 's-1-4 165 DESIGN ENGINEERING FIRM: Ertl e-I c- oN< DEVELOPER: e`�J All applications for final development plans must include final de elopment plan documents ("Utility Plans"). The standards for these Utility Plans are set forth i�i 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 INFORMATI N TO HELP HIM/HER DETERMINE WHAT THE CITY OF FORT COLLINS EXPECTS TO SEE ON DRAWINGS SUBMITTED FOR REVIEW AND APPROVAL. THIS LIST IS NO 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 I IANUAL. ADDITIONAL INFORMATION MAY BE REQUIRED ON SPECIFIC PLAN DESIGN 5 AND IS NOT INTENDED TO RELIEVE THE DESIGN ENGINEER OF THEIR OBLIGAT ON TO UTILIZE GOOD ENGINEERING PRACTICES. The two"check list"columns to the left of the Utility Plan requirements below are provided or 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 th a 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 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. Larimer County Urban Area Street Standards—Repealed and Reenact d August 1,2021 Adopted by Larimer County,City of Loveland,City of Fort Collins Page E-4-FC-1 Applicant Staff Validation Check N/A Included I. Cover Sheet A. ► Preamble titl of"Utility Plans For..." B. ► Legal descrip ion below the project name C. ► Vicinity ma including project location, nearest two Arterial Streets, existing street system, stye t names for collector and Arterial Stree s, City limit lines, north arrow and major put lic 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, St ndard Erosion Control Notes (see attached Appendix E-2) placed on left / Side of sheet y G. ► Project Bench Marks referencing the City of Fort Collins'd tum H. Reference to the updated or current soils investigation report �-L�✓ 1. Stamp and s gnature of a licensed Civil Engineer regis.-ered in the State of Colorado (on approved final development plan documents) in accordance with State Statutes and B and 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 a plicable City of Fort Collins and State of Colorado standards and statutes, r spectively;and that l am fully responsibl for the accuracy of all design, revisions, and record conditions that l have noted on these plans. J K. ► Typical streetsection(s) provided for each street type being proposed. Sections include appropriate horizontal and vertical dimensions and cross slopes, type of curb and gutter nd any deviations from standards. SeD Standard Drawings 7-1F thru 7-13F. ( hese sections may also be located on the plan/profile sheets or a separate sheet ithin the utility plan set.) Larimer County Urban Area Street Standards-Repealed and Reenacted August 1,2021 Page E-4-FC-2 Adopted by Larimer County,City of Loveland,City of Fort Co fins Applicant Staff Validation Check N/A Inclu d L. The names, addresses, phone numbers for the Develop r(s), Owner(s), and Consultant Engineer are provided. VM. Indemnification Statement provided and annotated as follows: These pl ns have been reviewed by the Local Entity for concept only. The review d es not imply responsibility by the reviewing department the Local Entity E gineer, 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 th t may be required during the construction phase. II. Grading,Drainage Sc Erosion Control Plan A. ► Drainage repol 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 o F foundation elevations shown are the minimum elevations required for protection from the 100-year storm. Minimum Wished floor elevations above the 100-y ar water surface in streets, channels, ditches, swales, or other drainage l6cilities, as illustrated by a master gra ling plan are to be shown." F. ► Drainage arrovis 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 identi ied by either numbers or letters. H. Temporary and long term erosion control devices are provided and labeled. VI. ► Revegetation methods and specific notes are provided. Larimer County Urban Area Street Standards-Repealed and Reenacted ALugust 1,2021 Page E-4-FC-3 Adopted by Larimer County,City of Loveland,City of Fort Co tins Applicant Staff Validation Check N/A Included J. ► if the project proposes any construction in a floodplain, p ease pick up the separate "Preliminary Floodplain Submittal Requirement " available at the Stormwater Utility. III. Overall Utility Plan Shect(s) A. Streets 1. No. R.O. ., property lines and easements with dimensions and label!,. 2. No. Cross-pans --- "� 3. ► Access ramps 4. ► Curb and gutter 5. ► Sidewalks 6. ► Drive ay locations 7. ► MediE ns,including flowline and lip of gut er 8. Gene al 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 h drant locations 3. ► Valves f 4. Meter pits and curb stops ✓ � 5. ► Manhole locations 6. No. Show service locations at preliminary,except for single family / uses. 7. Waterline lowerings 8. Dimensioning of manholes and cleano is from the centerline of the roadways. Larimer County Urban Area Street Standards—Repealed and Reenacted kugust 1,2021 Page E-4-FC-4 Adopted by Larimer County,City of Loveland,City of Fort Co lins Applicant Staff Validation Check N/A Included D. Sanitary Sew 3r Facilities 1. ► Mair s with sizes ✓ 2. ► Man iole locations and numbering 3. Len th of segments between man oles 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, Chan els and swales. 2. ► Manh le locations 3. ► Junct on structures 4. ► Clean outs 5. ► Type of pipe 6. ► Sizes 7. ► Slope 8. ► Length of segments between manholes _9. _ _ Subdr ins{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 Art rial roadways. Minimum curve radii useo only where necessary. See Table 7-3. B. ► Minimum tangent lengths at intersections. See Table 7-3. Larimer County Urban Area Street Standards—Repealed and Reenacted ugust 1,2021 Page E-4-FC-5 Adopted by Larimer County,City of Loveland,City of Fort Collins Applicant Staff Validation Check N/ Included C. ► Crossing st eets intersect at 90, (minor street can va y t10'), D. ► Angle of departure of streets at intersections do not exceed 100 for the length of the required tangent, See Standard Drawing 8- 12. E. ► Minimum tar gent between reverse curves provided. Se Table 7-3. F. ► Broken-back curves are separated by a length equal to 2 times the tangent length. See Table 7- . G. ► Compound urves: ratio value of <1.5 (Larger radius divided by the smaller radius). 1. ► Minimum defection angles for centerline arcs on curve 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 V reduction below 5°. K. Horizontal curves do not begin at the top of a crest curve or he 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 horiz ntal alignment includes, but is not limited to: centerline of roads, intersecting streets, driveway locations, and storm drainage acilities. Q. No. Existing and proposed Property and/or ROW lines, easements and/or tracts provided, dimensioned,arid labeled clearly. R. Existing utilities and structures (shown as phantom line)in luded: 1. ► Storm sewer and appurtenances Larimer County Urban Area Street Standards-Repealed and Reenacted ugust 1,2021 Page E-4-FC-6 Adopted by Larimer County,City of Loveland,City of Fort Collins Applicant Staff Validation Check N/ Included -/ 2. Fen a lines and gates 3. ► Wat r lines and appurtenances 4. ► Ditches and swales 5. ► Electric lines and appurtenances V/ 6. ► Curs and gutters 7. ► Sanitary Sewer lines and / appurtenances ✓ 8. ► Pavement limits 9. ► Tele hone lines and appurtenances 10. ► Bridges and/or culverts 11. ► CATV lines and appurtenances 12. ► Guardrails �✓ 13. Sign 14. ► Gas lines and appurtenances S. Station, critical elevation, and dimension of all existing and proposed utility and/or drainage stru tures provided. T. Intersections show construction and lane details for ne and existing facilities for a minimum of 150' beyond the limits of construction. V. Street Plan and Profile Sheets(Vertical Alignment) A. ► Maximum gra es for streets comply. See -A Table 7-3. B. ► Maximum grades of cul-de-sacs are 3.0%. VC. Continuance of grade and ground lines for all Local and Collector Streets that dead end (excluding c I-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. V E. ► Minimum crest and sag curve lengths for street classi ications. See Standard Drawings 7-1 and 7-18. Lengths meet or exceed these rninimums. F. Crest curves: street centerline, curb and gutter design Ed with vertical curves. See Table 7-3. Larimer County Urban Area Street Standards—Repealed and Reenacted August 1,2021 Page E-4-FC-7 Adopted by Larimer County,City of Loveland,City of Fort Collins Applicant Staff Validation Check N/ Included G. Sag curves:s reet centerline designed with a vertical curve. See Standard Drawing 7-18 for minimum curve lengths. H. For grade changes<1.0%:gutter flowline are not designed Nith vertical curves. 1. 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 enterline(*preliminary)/flowline (final compliance)grade for streets is 0.50%. r� M. Minimum flow ine grade for cul-de-sacs is N. Minimum de irable grade around curb returns is 1.0° . Minimum allowable grade around curb re urns is 0.50%. O. Curb return p ofiles (except medians) are �/ provided. P. ► Centerline profiles through intersection/ g s ✓/ provided. Q. Flowline profits provided on both sides of Residential Local, Connector Local, and / Collector Streets. R. Both flowlines and centerline profiles / provided for Arterial Streets. v® 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 ate dimensioned (Preliminary)/ stationed and labeled clearly (Final compliance). VI. Cross Slopes A. Minimum cross lope of new streets is 2.0%. B. Minimum cross slope of any reconstruction or overlay is 1.5/°. C. Maximum allow ible cross slope on all new streets is 3.0%. Larimer County Urban Area Street Standards—Repealed and Reenacted ikugust 1,2021 Page E-4-FC-8 Adopted by Larimer County,City of Loveland,City of Fort Collins Applicant Staff Validation Check N Included D. Maximum all wable cross slope on any reconstruction or overlay of existing V roadways is 4 0%. E. Street modifi ations (widening, turn-lane, etc): the wide ed portion is within the stated limits and is n t 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. VIL 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 %. C. Minimum allowable flowline grade around curb returns is 0.50%. IX. Medians A. Provided as stated on Standard Drawings 7-1F thru 7-13 . B. ► Width of medians are no less than 4'wide. y C. ► Turn Lane and Access: Left-turn lanes (where warran d) designed using criteria contained in Standard Drawings 8-2 and Figures 8-2&8 3. D. ► Landscaped r edians 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 outfa I gutters (if gutters are not needed to hand a drainage), or medians are designed with urb with inflow gutters (if gutters are needed to handle drainage). F. ► Nose of medians) located such that vehicle turning movem nts comply with vehicle tracking templates. See Standard Drawing 7-23. G. ► Transition points of medians do not have "angle points 100' minimum radius with Larimer County Urban Area Street Standards—Repealed and Reenacted August 1,2021 Page E-4-FC-9 Adopted by Larimer County,City of Loveland,City of Fort Col ins Applicant Staff Validation Check N/A Included minimum arc length of 50' is used at / transition loca ions. �// H. ► Permanent st uctures within medians are a Minimum of 5'from the closest travel lane. 1. ► Pedestrian refuge areas are provided in the noses of medians. See Chapter 16, Pedestrian Facilities Design and Technical Cri eria. 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 systerns are installed in structures. C. ► Minimum rad i used. See Standard Drawing 7-24. XL 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 lengt i 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 cut 3 are provided, concentrated runoff from ad oining properties does not A discharge acros 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. Larimer County Urban Area Street Standards—Repealed and Reenacted kugust 1,2021 Page E-4-FC-10 Adopted by Larimer County,City of Loveland,City of Fort Co fins Applicant Staff Validation Check N/A Include D. ► Driveways int rsect streets at 90° ±10*for a minimum of 5' measured perpendicular to the street from the curb edge or EOA. V E. ► All access/driveway approaches are paved with Portland cement from the street to the ROW. / 1. Residential Approaches V a. ► Minimum width of driveway(s) is 12' and the maximum width i 24'. See Standard Drawing -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 s ope of the driveway is _< 1:12 aid spaced at 300'intervals on b th sides of the street. 2. High Vc lume Driveway a►*. Commercial driveways accessing Arterial or Collector S reets 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 Minimurr width of driveway(s) is 24'. Minimu of 28' for driveways serving 12 units or more with maximum width of 36'. X1V. Grading In The ROVV A. Maximum slope for all areas within the ROW is 4:1. B. Maximum slor a outside of the ROW affecting public mprovements is 4:1. C. Retaining walls provided where slopes exceed 4:1. Retaining walls designed in accordance with Chapter 11, Structures. JA D. Minimum slopes in non-roadway areas is 2.0% Larimer County Urban Area Street Standards-Repealed and Reenacted ftugust 1,202-Page E-4-FC-11 Adopted by Larimer County,City of Loveland,City of Fort Co[ins Applicant Staff Validation Check N/A Included XV. Sub-drains A. Engineered sub-drain systems meet criteria / setforth in Section 7.7.3. d B. Hydrologic study submitted. XVI. Cross-pans A. Cross-pans adjacent to Local Streets are a minimum of 6'wide and%"deep. B. Cross-pans adjacent to Collector Streets are a minimum of 'wide and 1'/8"deep. C. Cross-pans adjacent to Arterial Streets are a minimum of 10 wide and 1'/z'deep. D. Mid-block cross-pans are a minimum of 12' / in width and 134'in depth. E. Minimum grade of cross-pans are 0.50%. F. Pavement tra sitions 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. XVIL Inlets A. ► Inlets are not to ated within the curb returns. XVIII. Bus Bays A. ► Bus bays are 1 'wide. B. ► Bus bays are nstructed 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 I inimum Criteria: Bays have a 50' long loac ing area and 40' to 60' of transition distan e. 25' to 50' radius curve used at the initial exit, followed by a short tangent and a 0' to 100' radius curve on entry to street. See Standard Drawing 7-35 dimensions. Larimer County Urban Area Street Standards—Repealed and Reenacted August 1,2021 Page E-4-FC-12 Adopted by Larimer County,City of Loveland,City of Fort Collins Applicant Staff Validation Check N�9 Included ,9 E. ► Mid-Block Ba s: See Standard Drawing 7- 35 dimension . F. ► Pullout(s)des gned>50'from an intersection curb return. V/ XIX. Intersections A. ► Travel lanes are aligned through intersection(s) (a 2' shift is allowed in �s hardship cases only). B. ► Intersections cross at 90,±101. C. ► Horizontal alignment of streets thru intersections are designed in accordance / with Table 7-3 V D. ► Exclusive left turn lanes provided where required. See Section 8.2.5,Exclusive Left Turn Lanes. E. ► Exclusive righ-turn lanes provided where required. See Section 8.2.6, Exclusive Right Turn Lanes, —V 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 ROVI dedicated for right and left turn lanes. I. ► Sight distances comply with Standard / Drawing 7-16. y 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) V K. ► Profile grades within the intersection do not exceed 3% XX. General Requirements A. Phased improvements shown clearly. v B. Phases within the project limits stand alone and do not leaVE necessary improvements to future projects. C. ► Design of S late streets meet the requirements presented in the State Highway Access Code Manual. D. ► North arrows an the appropriate bar/graphic scale(s)are prov ded. Larimer County Urban Area Street Standards—Repealed and Reenacted August 1,2021 Page E-4-FC-13 Adopted by Larimer County,City of Loveland,City of Fort Collins Applicant Staff Validation Check N/A Included E. ► Existing features adjacent to this development are shown in a ghosted or V alternate line weight. F. The City's si nature block is provided in the lower right corner of each sheet contained within the utility plan set. Each signature block measures 3V high by 4%2"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 approv I 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 pla s 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 a evations 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 stat oning is used except at cul- de-sacs, wher flowline stationing is used (Station equations provided.). R. ► Street names p ovided 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. ► Horizc ntal-1"=20', 30',40',or 50' U 2. ► Vertical-1"=5 or 10' Larimer County Urban Area Street Standards—Repealed and Reenacted August 1,2021 Page E-4-FC-14 Adopted by Larimer County,City of Loveland,City of Fort Cc llins Applicant Staff Validation Check NSA Inciud�d 1 3. ► Overall Plan.1 — ly/ W. ► All private improvements, including but not e,60Z p eZ limited to, roadways, driveways, utilities, etc. `" are clearly shown and labeled as such. X. ► A legend ic provided on each sheet identifying t e symbols used on that particular sheet. Y. ► Key map is provided on the plan and profile sheets(for util ty plans having 3 or more plan and profile sheets). XXI. ► Street Cross Section (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 war ant 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 propose O b. ► Roadway surface, existing and propose G. ► S dewalk, existing and propose d. ► Coss slopes, existing(f) and proposed(*) e. ► ROW,existing and proposed ✓ f. Side slopes, existing and proposed, 15' beyond the proposed ROW g. St#ions h. PrDposed flowline and centerl-ine elevations i. Ut lity crossings ---y j. ► Dimensions k. Areas of overlay, milling, pavement removal and/or reconstruction Larimer County Urban Area Street Standards—Repealed and Reenacted August 1,2021 Page E-4-FC-15 Adopted by Larimer County,City of Loveland,City of Fort Coi fins Applicant Staff Validation Check N/A Included 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. �1 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 comers. J. ► All existing and proposed easements and ROW clearly defined. V K. ► Adjoining properties labeled. V 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.) Larimer County Urban Area Street Standards—Repealed and Reenacted August 1,2021 Page E-4-FC-1 S Adopted by Larimer County,City of Loveland,City of Fort Collins