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HomeMy WebLinkAboutLot Certifications - 11/07/2008 (10)City of Fort C01111�ts Utilities electric • ,stormwater • wastewater • water CERTIFICATION OF LOT GRADING Pursuant to'City Code § 26-544 and City Land Use Code § 3.2.2 (e) Date: 0cnZe5,1 36 660 Permit Application No. A�rr-57% Address: _I82z: -5�4! t&i eA-e �Zye. Lot: / Block: Subdivision: 14•ok C.eeZt2_ S TORIMATER RECEIVED OCT 3 1 2008 (,(Print) Kevin E. Forbes, P.E. a Colorado registered professional engineer, have personally inspected the above referenced property in the City of Fort Collins, Colorado, and verify that construction of all stormwater facilities and grading there is complete, and that the elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey performed on (Date) ��-o Z2 ��08 , 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): $i The elevations and drainage patterns of the lot are:in substantial conformance with the City approved drainage and grading plan or revised grading plan for the property (information attached). SEE NOTE. ❑ The elevations and drainage patterns of the lot as measured are in general conformance with the City approved drainage plan or revised grading plan with exceptions (information attached). In my professional judgment the elevations and grading of the lot as constructed is functionally adequate and will allow for stormwater drainage consistent with the approved draina SEE NOTE. M PE stamp) 103 S. Meldrum St., Fort C, (address of signing party) P�0. •RE E. G!S O�• �N T • �, , Fp9SF JbJ1� 1 oJi NOTE: A COMPLETE certification must be submitted, including but not limited to drawings of the lot)site showing the approved design or revised design and as -built surveyed elevations of all structures and drainage and grading features (e.g. swales, retaining walls, lot comers), written information/explanation of discrepancies, etc. to: Fort Collins Utilities (970) 221-6700 700 Wood Street Fort Collins, CO 80521 At Least Two Weeks Prior To Requesting A Certificate Of Occupancy For The Property 04)� � � r /'� f } �_,r mow- Y{ `err ,•cT r. ' L. � r� ri'�♦ _ at✓IG•yN�P-. S r� •-drf "tr' +. 9,.�<. y' . {: I. .� l wt¢ �f 1f/ • r J�r..ti �. . �-r IBC; •` �` ..� - -`''�c .r>.. �_ <F y ,. _ .\ ,._. yam-♦,_ {>�,, of •. \J..� <�.lt r 1 �ri.JJ � � .�a1! �"-.. j .� sv -_ e _ t"t+Y�si. � dry;t•-� •.�_- ice; f� :. 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I/ it � .j'� , � ,�.' I ,♦ 'r!'f 1Y' ��[ ' ^' _ rtwr '77 �F � >y a -' �, � � ."� ice. ,. r�•�M i t. ��x,_ ' .} �_ r ,'. DRAINAGE CERTIFICATION FORM Please fill out all applicable items in this certification form for single family, multi -family and commercial properties. Write "OK" for items checked or actual number checked in field. Use "N/An for items that are not applicable to the property that is being certified. A. Drainage facilities certification 1. Pond Certification QK -volume verification a.topographic records and volume &.cross -sections and spot.elevations t# -positive fall to pan 611-.4 -side slopes -invert elevation -bg,o -spillway elevation u 611- -placement and size of riprap 44 -side. slopes -grading N/A4 -orifice plate installation and size_ Ok -compaction of berm o(c -structural integrity of pond 2. Swales -location (are they within easement). -dimensions and cross-section verification -longitudinal-slopes and side slopes -spot elevations -size of opening (or name of standard used) -grate elevation -invert elevation -box size 6. 1 Cross pans -size -type -grade -elevation -cross-sectional depth -tie-in to curb and gutter ,7. Culverts -size -type -invert elevation -headwalls 8. Underdrains. I+V size -type -cover -backfill -geotextiles -cleanouts 9. Curb cuts Z -size -tie in to Swale, pipe, etc... B. Certification of Grade Elevations Adjacent to Drainage Facilities: 3 -permanent erosion control measures (drop structures, riprap, etc....) -tie-in to pipes, pans, curbs, etc.... -weir size (elevations, size,. opening, etc.) -available freeboard -landscaping infringement on swales 3: Pipes lWesize and type pIL -slopes (as -built and comparison to minimum 0,4%, slope) -pipe capacity calculations if slopes are, significantly.altered 6L-invert elevations 614i installation and backfill material 6IL- -cover blL -encasement and clearance from other utility lines close by pK -joints 4. Concrete Pan Channels -size -slope -super elevation -cross .section -thickness -elevations 5. Inlets -size and type Z 4-CA -minimum opening elevations 1 6 A -top of foundation elevations Z X0I -comparison to 100 year WSEL's (Freeboard requirements and floodplain issues) C. Certification of Erosion Control Measures: 1. Permanent Measures: O V. -Permanent vegetation (6" bare spots and weeds under control) dLv -riprap CK, -riprap bedding F4(k -drop sections 04 -sediment basins/water quality ponds N(X -netting mats/blankets -,!�567D -mulching 2. Temporary Measures: fji 4 -mulching QlL -inlet filter installation O� -check bale dams A44 -seeding and temporary vegetation 6v. -silt fence D. Site Cleanup After Construction 5':Ya/6 -construction clean up Y.I/,447 -smoothing of ruts 61c,, -reseeding E. Statement of Compliance This certification is signed and stamped and by signing this form the engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the redlined plans enclosed. Failure to properly disclose. all known informatiori,could result in the rejection of this certification and prevent .the release of any Stormwater Utility holds on Building Permits arid/or Certificates of Occupancy. F. Signature and Stamp by a Colorado Registered Professional Engineer. 35.5' 5' i I I d I �R I I � l EXISTING CURB M!D I WITTER To N REMOS�D MATCH ro EAST LLJ LL \ Q I u \ r \ pE W ACCESS EASEMENT `IA SEPARATE INSTRUMENT TE TO ENISTNO SCEINALK D d CUT C DRAINAGE EASELIENT I I E 1 ' \ OiTSITE UTRI NA SFPMA' 1 I •"_ MATOF TO EAST FAVWK' 10> _ fT WE.T OVED.\P Y W2. Q� I G f �9e 1 EAST STORM INLET TO K REMOKA PROPOSED MUTMN Ca ma WE PAMNO � BEAN AT SPIUNG aRB \Simi CREEK FFx.%.4 EYNSRGWATE WTH Ott WBPECIOI �A'� \ e1 -EXIST STOW 1A'1 �f"__ ppK)R i(1 CdI51RUC11{M. x �8� \ P� TO BE MOVED ' IE I I 4 .t Y \ 1 lob NIX — $ I I BI O R w % Y MOEN EASiRIG SEIFlTN.K \ \ ro 9iSEE DECAL PLIW EAST PIPE �'4NB fXIS1W T TO \TDO-1EMt f�AA tl I I12.50' TAPER ! \ \ \ \ \\ �MNDON EAST PIPE B! RAd� � TB J.V 5.2' I \ \ \ \ 1 AETB MOVE 'EMT —Pk 17' I / EXIST Md NBpt OPTICS IAiE �p>J \ \ -- _� -To CONSTRUCT PROP PPE AWILM CONTRACTOR TO CONTACT MO ^SB74 SLITS —. At 307-214-W0 IS SdRaU.E A STANDBY — - n.a IN ECTXH BERME My INEIPORpAOD W THIS AREA L Im IEr-'EI E4END \ T2.B' I X 84.5 R8 — 0as-'fiu-1�' " A^� I� t sy 13uiLAi'LG LiNATIcNS plaslOS EXIST RPRAP PAID M REMAIN _ PROTECT W PLACE �I I 4H] I I PROVIDED POND vowME C*AaccOS OEM AID REPAIR RMRM PAD I I �QUTAV tD VOLUM16 OF T30 LIJ. �T.az� �ENGWEEERINGDIRECTED BIT EG101R�� EVIN FOILBES i►L3526S RELATMINITSC STREET EBACLyT E 4fpID. ® 2 LIMITS Of STREET CUT ARE APPROXIMATE. FINAL LINTS ME TO MTNEp IO NIN THE fIE W EY THE CIE CITY Y ENGINEERING PlRCTOR KL RHAMS TO EE PI STANDARDS CNY Sf11iET AYNIN)Ivl AADS. 3. A1111%0 DII m TO EF I/BiCim A BY THE CITY. 1 a51 / EXIST NV OD PRIVACY PENCE /REMOVE AND REPLACE WHERE NEEDED / 10UTptt EASEMENT/ / FXISI RESIDENCE \ _ 1 Thmose W+• ww Peen rew.ee by byt C* rr F CWY camobot .w.,e � WeMYRR'IPRNNMNrIE NMvann .CUR Fy CgrRwCrlWrr.MT ur n,d 1h, FunM1ARR^IrIsawWMRmom N Alkt IIM1e qunlitlll a 11h, keffl, mW+IIYNF wwP.Mr \ 1 _NINMr. 1M nMew aM1Ml m,N<aNvrINNyF�Pr .NbNbbV BNPN ycnypAl \ CYy at FM CrNr, CBIErNB TB ^ \ UTILETV PLAN Ap rwY OECNm BY: DARN IIANr Pr UMNY maXia; BY: WiCf^i /i CFECNEO BY.. pATE: I K V u