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HomeMy WebLinkAboutLot Certifications - 07/11/2006City of Fort Collins Utilities electric • stormwater • wastetwater • water CERTIFICATION OF LOT GRADING Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e) Date: d WY 1. ?-a le Permit Application No. -15 05CP-10571 Address: 3�J2� WIWV16W �IZl1l� Lot: Block: IZ Subdivision: R5SI L L Alm P•0-D , Z�' STROERCEIVED JUI 1 0 2006 (,(Print) NlCfq ?6 W , HAA/-)S , a Colorado registered professional engineer, verify that the above referenced property in the City of Fort Collins, Colorado, has been inspected by me or someone under my direct supervision, and verify construction of all stormwater facilities and grading is complete, and the elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey performed on (Date) �V'M& 30 rLOU (p(p , 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): 0 The elevations and drainage patterns of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). SEE NOTE. ❑ The elevations and drainage patterns of the lot/site as measured are in general conformance with the City approved drainage plan with exceptions (inform In my professional judgment the elevations and grading of the lot as cc Ily adequate and will allow for stormwater drainage consistent with the a d drainag •� SEE NOTE. :0, f By: (signature, ZBo 5• c uteC AVE. — fur ce; Im (address of signing party) NOTE: A COMPLETE certification must be submitted, including but not limited to drawings of the lot/site showing the approved design and as -built surveyed elevations of all structures, drainage and grading features (e.g. swales, retaining walls, lot corners), 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 Rev. 111106 J'tx .� /li/6 6 ICE) 01 ! y NORTHERN ENGINEERING SERVICES 420 SOUTH HOWES SUITE 202. Fr. COLLNS, COLORADO 80521 JA--- (970) 221-4158 -D- ,2 I I 1 I I I I I I I I I I I I I I 1 1 1 I I I I I I 1 I I 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 / Project: 9959.00 Print Dote: FLS SCALE: 1'=50' DESIGNER :JCJ NWK CHECKED BY:GAS DRAFTSMAN:CAD PREPARED:04 30 O1 STORMWATE RECEIVED DOYL*1 1) ] YMLL BE DFW fb TO A CEPrN Of 1/2- TO$/S- RHO S L 141E A ROW SPROWG MT M EFC110 S- n8 CR.I I'.I BE E.010 iN . S IFM FOR MMIW nrt SCl O R 1M[ .1 P 10 Ym. 2) srrCfO MTAS "I BE MnCHEO T A DRAM MY AT IK RATE OF 1 S (MINI TO 20 (MVt) TORO/ ACRE TIC W.r 1y1Trs .. BE CRNAN.D OR M]K .1O mT WR, AT 1 l Sc,c OF O FRIERS p L BE 10' P1 MORE IM 1rN ,. Ml ORSNR(WO I;w Yrpo M81 PF.IRl :MSS SW(L Y MACMO W WNIY Y1LR YD.RG ]) R PERWMENI CRASS SEED IS NAME, LT A r•,w OTHER MAN MRCN K RfGOUM[NCEO. A RMA'%Mfr. FRAN NYIIPMAC MACH OR IROSICN CI]N1ROL &ANIET S.L ME U 10 N A,.( ER3SIW AMl P5 ,w Yfm 41 MVR COMPLETION. MI SYMES YWL BE METED MMEpAMT, MM ME N:RRR C F GMSS SEED MR SPECII ABol ANO FOD, AAMO AM AM ESIDE OF A 51NLT RG1 M/TN S, S1RIPefO OF ITS v11. CM W5T BE r.DM YEIXo 41, MAC.Y0 W114N X [AYS M.T.. NAS BEEN C El1D OR T. MESS AWM]YEO M TI( Cltt Cf FORT 00I STdNWR1ER DIRITY DIPµ MENI. M STIED MO MCN SN BE KIMIEO A,ACCIXiMKE wM Md CIF', Or FORT fBLRFS. ERFI CONTROL KFERn MWIYL D,Oo 1Wlµr, ISSI NOTES- T. CCRICURRENI WITH THE DEVELOPMENT OE MUSE ], Mcclft Wo DR/JNAGE WAY CHANNEL MPROJEMEMS SNYL BE INSTNLED. AIL EASEMENT ACgRSITIONS S OCCUR PRIOR TO COMMENCEMENT Of CONSTRUCTION Of MC ULLA D IXIMTW:E WAY CHANNEL BmRONF.ENTS. 2.CDNCORREM TITFN THE DEVELOPMENT OF PI ASE J. ORSTE DRAINAGE SWME IJ AND WATER oI]MNY POND #O A]PROWUDKIS SIWL BE WSTNIED. FNAL DESGN AND E/SEMEM RcQ TENS SH L OCCUR PRIOR TO COMMENCEMENT OF CElN5TR FX)k OF THESE OPNNAGE iMPRPiEMENTS. L uTMEv HEER EATUR CANTEEN OF C!C OSLPOROO RAD i-VARA•-9C- Ew% It80!•tE92tOY1'MrMewlAtl 1 M°� a ls,T&IFf OTE: ALL STREET CON$iRUE W.- INCLOOFK HE PAVEMENT DESIGN ANp TECHNICAL CRn ERN. HALL BE PERFORMED IN ACCORDANCE WITH THE TANOARDS ATTACHED AS EXHIBIT A OF THE FINAL PLANS OF FOSSR LOSE P.U.O. LEGEND: _-_-_-_-__-_--____ [X191NC STORY SEMFA .� EYYaTNf STON1 SE`AEN MILT PROPOSED cwOuR ---- - ----- IBSS----- DIETING CIXrtWR — �S— TWIST'Em CON". OTr GRA L MET FLTER MST —�— 5Nt -- �+ s Dww TRAP cc�RPPAI OSP ET RROTEG GRAPMC SCALE (D b 0 SO Im 2W reel (M rFD j 1 Fah 0. APPROVAL BLOCK: IARIMF.R COUNTY ENGINEERING APPROVAL FOSSIL LAKE P.U.D.R SECOND FILING GRADING AND EROSION CONTROL PLAN ice] MATCHLNE - SEE SHEET 11 NORTHERN ENGINEERING SERVICES 420 SOUTH HOWES SUITE 202, FT. COLLINS, COLORADO 80521 (970) 221— 4158 I JUL 1 0 Z006 Project: Print Date: 9959.00 FLS SCALE: 1 "=50' DESIGNER : JCJ MWK ICHECKED BY: GAS DRAFTSMAN: CAD PREPARED: 04/30/01 I IMPROVEMENT LOCATION CERTIFICATE FOR CLARK STREET BUILDERS LEGAL DESCRIPTION: LOT 5, BLOCK 12, FOSSIL LAKE PUD SECOND RUNG CITY OF FORT COLLINS, LARIMER COUNTY, STATE OF COLORADO, ADRESS-- 3521 WILDVIEW DR. S 60002'33" E 29.51' u 30.7' 36.' d : ;. Delta=7°53'59" R=265.50' L=36.61' - Dir.=S63°59'33"E Chord=36.58' - 9' UTILITY a DRAINAGE EASEMENT Two Story 5.3' Wood Siding, Partial Brick Front w/ 5' Basement Q./- , �^ �< 0 1.5' x 14.2' CANT. -� 54.3' EASEMENT s ^� S6�0, \ `tip S RECEIVED R o F JUL. 10 2006 4 30 15 0 30 QO� ( IN FEET ) 1 " = 30 FT. GERALD D. GMMINIFP" COLORADO P.L.S. NO. 14823 I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR CLARK STREET BUILDERS AND THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE: JUNE 30, 2006. EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. 1161002; ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS IMPROVEMENT LOCATION CERTIFICATE WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS IMPROVEMENT LOCATION CERTIFICATE BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON. LEGEND: Q = #4 REBAR w/CAP LS#22098 C = WINDOW WELL NOTICE: ALL BEARINGS, DISTANCES, AND EASEMENTS ARE PER THE SUBDIVISION PLAT KEY MAP MOTTO SCALE CLARK STREET BUILDERS 2W S CAM � Wh IM FW Uti COlmeEo 5 4 NORTH ERN ENGINEERING R ;97=1.4159 FA1L97 nl.4159 vw.mpvmpwFymm FOSSIL LAKE PUD 2nd FILING No. REVISION BY DATE #E PROJECTM 204-001 DRAWN BY: WTR DATE: 07/07/06 - ,> DRAINAGE CERTIFICATION FOR CLARK STREET BUILDERS LEGAL D ON: LOT 5, DOCK 12, FOSSIL LAKE PM SECOND R -Mf3 CrrY OF FORT COLLINS, LAFNER COUNTY, STATE OF COLORADO ADDRESS: 3521 WILDVIEW DR 6'U&D EASEMENT SCALE 1" = 30' S 60002'33" E 29.51' INFORMATION RECORDED ON: -FINISHED FLOOR of HOUSE: 98.7 -FINISHED FLOOR of GARAGE: 95.8 -WINDOW WELL MOE: 96.0 THE ATTACHED DRAWING SHOWS THE ELEVATIONS AND DRAINAGE PATTERNS THAT ARE THE REGISTERED LAND SURVEYORS CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR THE ABOVE DESCRIBED PROPERTY AND ARE IN GENERAL CONFORMANCE TO THE APPROVED DRAINAGE AND GRADING PLAN EXCEPT AS NOTED. THE ELEVATIONS AS DEPICTED HEREON MAY CHANGE SUBSEQUENT TO THE DATE OF THE SURVEY DUE TO NATURAL AND/OR ARTIFICIAL ACTIONS. 7 of, ALD D. 'GILDILAND, PRO SSIONAL LAND SURVEYOR DATE ORADO P.LS. N0. 148 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS IMPROVEMENT LOCATION CERTIFICATE WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS IMPROVEMENT LOCATION CERTIFICATE BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON. N0710E: ALL ARINGS, DISTANCES, AND CLARK STREET BUILDERS EASEMENTS ARE PER THE SUBDIMSION PLAT NORTHERN ENGINEERING No. REVISION Delta=7°53'59" R=265.50' L=36.61' -Dir.=S63°59'33"E Chord=36.58' 9' UTILITY & DRAINAGE EASEMENT TER AlL 10 2006 LEGEND: - 70, -GRADE SPOT ELEVATIONS \ -WINDOW WELL KEY MAP NOT TO SCE, v BY DATE 200 S WhW A.0 Uft 100 Fn COM CdNtlo WW4 PHONE 970.221.41W Far 920.221.415 WW.IPIIICMI�1L�.m111 PROJECT #: 204-001 DRAWN BY: WRi DATE: 7/07I06