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HomeMy WebLinkAboutLot Certifications - 05/02/2014Utilities electric. stormwater. wastewater. water Clty, Of 7�wood St PO Box 580 FonColhns Fort Collins, CO i30522 970.221.6700 970.221.6619 fax . 970224.6003 TDD uffMes@fcgov corn . kgDv sa%Witfes CERTIFICATION OF LOT GRADING Pursuant to City Code § 26.544 and City Land Use Code § 3.2.2 (a) Date: .4z3� 4- Permit Application No. 13048A Address::1357� / ter P-�- fa-z Lot: 4 Block: Subdivision:Fti -t-A CD 6dm6eB S/z./20q I,(Print) �5ti( f . K�2 , a Colorado registered professional engineer, verify that the above referenced property in the City of Fort Collins, Colorado, has been inspected by me or an appropriately qualified professional under my direct supervision, and verify that construction of all stomtwater facilities and grading is complete, and that the elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey performed on (Date): accurately and truly depict the elevations and drainage patterns as they existed on the date of the survey. Based on this information, I certify that (check one). ❑ The elevations and drainage patterns of the lottsite are in substantial conformance with the City approved drainage and grading plan for the property (information attached). SEE NOTE. j4 The elevations and drainage patterns of the lotfsite as measured are in general conformance with the City approved drainage plan with exceptions (information and grading of the IoVstte as constructed are fu approved drainage plan, and will affect sto with the approved drainage plan. SEE 'oral judgment the elevations -�1���T -•Y' en[ to the specifically in a manner consistent fi�k�a l�O-oaf-��t -v►160 4/2z/jv- •. (signature, F CO. NOTE: A COMPLETE eertifceation must be submitted at least two weeks prior to a request for a Certificate of Occupancy for the Iotfsite, Including but not limited to drawings of the Wells shosAng time approved design and as-InAft surveyed elevations of a0 structures, drainage and grading features (e.g. swahm retaining walls, lot comers), written IMon, onfexplanation of disempancies, and other Information necessary to confirm the above certification to: Fort Collins Utilities 700 Wood street Fort Collins, CO $0521 (970) 221.OM Rev. f/17/12 Submit Two Weeks Prior To Requesting A Certification Of Occupancy For The Property ADVANCED ENGINEERING, LLC snxuaruwLL 0%4MNAGE DRAFTING OVERLOT GRADING OBSERVATION Site Observation Date: L3 Advanced Engm LLC Project Number. i�GO- o4-o Z6r Site Observation by ClientName: X foaM&WA-/ 0,041sr. Sr--s • Site Address ZG F Site Legal: L-v Sad Site Plan and/or Grading Plan by: Srrsllt!. E�^14G */SSz We have observed portions of the above referenced site. During our observations our representative measured the relative elevations at the lot sides and comers, top of foundation, and lowest openings. The observed elevations were compared to the Site Plan and/or Grading Plan refereacx d above. Based upon our findings it is our opinion that: ❑ The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan. ❑ The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan with the following exceptions: It is our opinion these exceptions, as noted above, should not adversely change the grading scheme as shown on the above referenced plan. * During our observations our representative noted that the as measured elevations do not confaam to those indicated on the above referenced Site Plan and/or Grading Plan. However, it is our opinion the glades as measured should provide an adequate substarme to the above refetenced grading scheme (see comments below). * See the attached "As -Butt" raft plan. ❑ The elevations measured are tot in confontiance to the above referenced Site Plan and/or Grading Plan. Deficiencies include: Other comments and/or observations: Limitations: It is our opinion the above referenced site, as graded on the observation date, should not i0tei6 with offsite flows unless the grades are changed or barriers are created such as fences, garden tenac.•mg, sidewalks, and/or any landscaping which may change the established flow patterns by diverting or slowing rumoffflow. Baclo9l adjacent to the tesidemx may settle over tirtre,this settlementmayallowpondmgtoo_ tothefoundationwalls. Topreventthispo d'mgandrelaiedpmblems, the baclrfill adjaceotro theresidence airrtainedto en=ed=nmoffwr7l flow away Romthe foundation Tbegtadesmeasu edweaeonftAovenferencWskep1mazWorgradmgploLOther minimums grading requmemnts ils report or by other construction documents are beyond the o sco� NJ�9 O pe report�: >0 33739 Reviewed by: Jason E. lialtey P E FSSj�NA—��C� 146 Barbeay Place, Loveland, Colorado 90537 Telephone 970-27&1909 Fax 970-278-1910 No Text NORTH 07 ro to °n ■ --o _ gg: © x �- Q o� �y� .m x DDD mw bt0110 / u N bA �A u U•J / U J ♦T 1 N m. m u m=� C•~O "�0 0 �6 < m^o� r�p m Em;`�IEtll� 9 0 4� ,QmF mm rr AmR.Al - O .� D0 O y '^L p v n y m v A a W A RIDGEWA1- GONST. SERVICES ADVANCED �R a LOT 4, HEARTFFIRE 2ND SUBDIVISION, FT. COLLINS, CO ENGINEERING, LLC BTRGCT�lRAL DRAINAGE DRAF KG W 1 •e e..vawr a,acs, uwrvo, ceu»eoo eosso rnrMo.. evaves.vov