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Home My WebLink AboutMILAN P.U.D. - PRELIMINARY / FINAL - 11-95 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTSECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide fioodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and a - Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, Ball openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, item 1, must still be entered. 1 certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) fi5cH.4 P R- F vr.4 F-,6ep Coen. so" TITLE COMPANY NAME F. E. e L I .T7-FwA2T 4 ASteG. ADDRESS CITY STATE ZIP P 0, $ Qx ¢L9 FT Gntal A-)l CO AOSL2— SIr,NATLURF DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. ON WITH ON PILES, SLAB BASEMENT PIERS. ON COLUMNS A v A A v ZONES ZONES ZONES ZONES REFERENCE REFERENCE y�E LEVEL FLOOD REFERENCE LEVEL LEVEL ELEVATION !ZONES BASE BASE J: ADREFERENCEAWACENT:` GRADE LEVEL �., A.AC'.,:. ROOD ELEVATON ELEV�nON REFERENCE A0.UCENT LEVEL GRADE DIACENT:: The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 ELEVATION CERTIFICATE O.Me No 3067May31, 700-7 993 Expires May 31, 199; FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM 4TTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION BUILDING OWNER'S NAME STREET ADDRESS (Including Apt., Unit. Suite and/or Slag. Number) OR P.O. ROUTE AND BOX NUMBER FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers. etc.) A0(o A)CoLGeCe, AueA)vE y ! e r / A I L A V All Va,C 10 S CITY STATE ZIP CODE �nR--r CotLr.yi GO 80C 4- SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 000102 2. PANEL NUMBER O 1 w 001 G 3. SUFFIX 4. DATE CF FIRM INDEX Fe I6' / Lf`1191¢ 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): % NGVD'29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I 1 1 1 feet NGVD (or other FIRM datum —see Section 8, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level I . 2(a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation Did 14+916151.Lf feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of' I 1 1 1 !.IJ feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W .(J feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LL L LI feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ® NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7] then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ® Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: VVI x actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: 1 14-11; 1 .2 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor' as defined by the ordinance is: I I ! I I 1 ,1 1 feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81 .111 MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATICN FLOODPLAIN USE PERMIT PETITIONER NAME: RAAJpoLPf/ J. /lA►c.AM ADDRESS: 407 PIu1512.t/DE Ayr=A,u&iFTrnuiyj CO boSL4- PHONE: uo[NER NAME: ADDRESS: PHONE: LEGAL DESCRIPTION AND/OR ADDRESS OF PROPERTY: Lo•r / , M/L.A./ AjAj6p XugD/✓lt/eu S -W,► f- JEc-. /, T. 7N._. R G fW. oA 4r#R1f. BOG ►V. Cor.LEGE Av- DESCRIPTION OF PROPOSED USE, TYPE OF CONSTRUCTION (ZONING). STRUCTURE ELEVATED OR FLOOD PROOFED? IF FLOOD -PROOFED WILL HUMAN INTERVENTION BE REQUIRED? A/�uTOMGS/LE S-i4LGS OFF/GG . N S. Zo,VE Gxar/AJG Suit, D/Ala F6.00D P/70oFFD EXISTING GROUND ELEV: 4-9 i4-,!j M.S.L.; FINISHED GROUND ELEV. M.S.L. LOWEST FLOOR ELEVATION (INCLUDING BASEMENT): ¢9 65.26 M.S.L. IF FLOOD -PROOFED, TO WHAT ELEVATION: !0 67.I M.S.L. BASE FLOOD ELEVATION (BFE) : 4-965. 6 M.S.L. (FIRM MAPS) REGULATORY BASE FLOOD ELEVATION: 4.9 67./ M.S.L. (BFE + 1.5') VARIANCE FROM ORDINANCE: YES* NO *IF YES, ATTACH "APPLICATION FOR VARIANCE OF CITY OF FORT COLLINS FLOODPLAIN REGULATIONS" OF PETITIONER Fe:6 . 21, ! 995 DATE FLOODPLAIN USE PERMIT - APPROVED DENIED SIGNATURE OF CITY PERSONNEL COMMENTS: PLICATION/PERMIT #: DATE STEWART$,(�SSOCIATE$ 103 S. pH a82 933 RFAX a82 g3gOLLINS, CO 80521 Consulting Engineers and Surveyors By: P !{ Date: z z Client: S • M! z- A ti Sheet No. of _ Project: IL- A Av P 0. D. Subject: k'- M LO A -ram ,e U Ay 0 FF CA Lc- u !_ A rio ,vs i I A�/LEs. �IPEA 2,ucc-VPJ.v& /Z o,FC0Z.�Ec� (o0g3 ,Qc Es -I-- I i o %�11T._ .MPERVlOW �1,p-E.4-'Z//6; i��- = O,5-00 Ac, BZ,7- i PE Rvi our Arm 6 ``' - 9, 7Z.S FT 1 = U, /0 Fs 4 Ac. / 7. S io -- -- -- -_ �p. 0 x Q. 8,ZZ� (o. ZD x 0,1�8) = 0,8 Z, — —I - I-- G ' $ 7 (1 1 — 8 L 30 y ( O'b IZ x: Z. 8 S X D G 0 g 3 - - , (�!o y� - O,Bz. x ¢ 9s x D, �093 z 47 I,Lsx 0,82 X 7•5'x 6,G093 = ¢,So c,ff, I I ' fill it I .I i j February 21, 1995 Page 2 The drainage plan and drainage report were made in substantial compliance with the City of Fort Collins Storm Drainage Criteria and Construction Standards. If you have any questions regarding this report, please call. Sincerely, Richard A. Rutherford, P.E. & L. S. President rsc STEWART&kSSOCIATES Consulting Engineers and Surveyors February 21, 1995 Mr. Glen Schlueter Stormwater Utility City of Fort Collins P.O. Box 580 Fort Collins, Co 80522 Dear Mr. Schlueter: This is the storm drainage report for Milan P.U.D. which is located at 806 N. College Avenue. The area of the site is 0.5034 acres and it is in the Dry Creek Basin. The site is bounded on the North by an existing equipment retail store, on the East by an existing paved parking lot for a bowling alley, on the South by an existing restaurant, and on the West by North College Avenue. The site slopes from West to East at approximately 1.4%. The site has an existing 965 square foot building and 16,238 square feet of existing asphalt. The remaining 4,725 square feet is not hard surfaced. The proposed use of the site is an automobile sales business. The existing building is being remodeled and will be used as a sales office. Extensive landscaping will be planted. Some of the existing asphalt will be removed for the landscaping and some of the unpaved area will be paved. There will be a net decrease of impervious surface of 35 square feet. Since there is no additional impervious surface, there is no stormwater detention required. The runoff from the site historically sheet flows Easterly from the site onto the existing bowling alley parking lot. The existing bowling alley parking lot sheet flows Easterly onto the existing farm land. The site is in the Dry Creek 100 year flood plain. The existing building floor elevation is 4965.26 and the 100 year flood elevation is 4965.60. A flood plain use permit and an elevation certificate are enclosed as a part of this report. The building will be flood proofed by use of portable barriers to seal the building's existing walk through doors and windows. A silt fence will be place along the East line of the site to control erosion. The portion of the existing asphalt to be removed for landscaping and the paving of the existing bare ground will be done in a short period of time. The runoff calculations and the grading plan are included as a part of this report. James H. Stewart and Associates, Inc. 103 S. Meldrum Street P.O. Box 429 Ft. Collins, CO 80522 303/482-9331 Fax 303/482-9382 DRAINAGE REPORT FOR MILAN P.U.D. \1 FEBRUARY 21, 1995 STEWART & ASSOCIATES, INC. 103 SOUTH MELDRUM STREET FORT COLLINS, COLORADO 80521 303/482-9331