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Home My WebLink AboutLot Certifications - 10/05/2006 (3)City of Fort Collins 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:.. _ __ _ . _ October 5.2006 . Permit Application No. _ B0602813 Address: 533 Coriander Lane_ Lot: 9 Block: N/A_. . Subdivision: Bellwether Farm :I,(P:rint) Nicholas W. Haws_ , 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) _ _ October 4. 2006 , accurately and truly depict the elevations and drainage - patterns as they existed on the date of the survey. Based on this ;information, k 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. 11 The elevations and drainage pattems ofthe lot/site as measured are in general conformance with the City approved drainage 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 d e plan.. SEE NOTE. 'O . Uv •ti ..So. By: c (signature, PE s amp) Zoo 5. GoL�EGrE_ i�'�l7✓- � �vl.Zi✓ )DO , B�OSZ�' (address of signing_ party), MOTE: A. COMPLETE certification must be submitted, including but not limited to drawings of the lottsite showing the approved design and as -built surveyed elevations of all structures, drainage and grading features (e.g. swales, retaining walls, lot comers Written Information/explanation of discrepancies, etc. to:. Fort Collins Utilities (070) 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 1 161 l f fi' UEha HP HP DE H �.- ,�---sue--- - -7_,�� I \ 5 4 -3� 7- TF=68.62 TF=6&26 68.2`! I R FG-67.92 FG=67.56 FG=67.57 A A A/g 6 uICE. _ �FG=68.24 \ — — 1 A Q TF=68.80 1 °s } i FG=68.10 _..... t� 61 §2 -9' UE- 13 14 1 !J tf TF=68.50 N �-= TF=68.00 TF=6$.07 11 FG=67.80 1. FG=67.30 FG=67.37 1 ! A A A: I L_, 9� ! l ! l �� 02 -~ 7.12 ao �r�/TF=68.03 I`° 6_ s•3�__ _ I 0 r d P- A E... ... — HP 9' UE ' I I 10 30 29 --_ i i TF=67.80 TF=69.94 TF=70.38 TF r FG=67.10 I FG=69.24 FG=69.68 FC I I -- A/ B i A A !( / ! 5'DE�I ' 11 Iop t - TF=67.71 FG=67.01 ° 8� SO, B %U LP 12 I. I I I FG=67.01\ 06 0 0 W 341 GILLILAND IMPROVEMENT LOCATION CERTIFICATE FOR JAMESTOWN BUILDERS LLC LEQAL & LOT 9, BI3a WEDIM FAFM CITY OF FORT COLLINB, LAPAIM COUMY, STATE OF COLOFIAW, A 533 COMANUM. LANE N89052'20" W 6' U 1 I U EASEMENT 0�� 97.41' 1 STORY WOOD SIDING w/ BASEMENT CANTILEVER S89052'20"E 97.21 0 Delta=2"10'04" R=F.189 50' L=7.17' I ° Dj:=N00°57'22"W I ';Chord=7.17 s LASkNyT aI 20 15 10 5 0 20 ( IN FEET ) 1 " = 20 FT. I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR "ESTOWN BUILDERS AND THAT 1T 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 CERTIF THAT IMPROVEMENTS ON THE ABOVE. DESCRIBED PARCEL ON THIS DATE ' OCTOBER 4. 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 N O APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPOU 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 7EN "YEARS AFTER THE DATE OF THE CERTIFICATION SHOWN HOWL NOTICE: ALL BEA UNGS, DISTANCES. AND EASEMENTS ARE PER THE SUBDIVISION PLAT elta=117 6' 11 " R=89.50'° L=4.20' D1n: N 00 45 46 E 1 `chord=4.20' =1 e I` < LEGEND: - OO #4 REBAR w/CAP LS#14823 ■11111111 111111110 JAMESTOWN BUILDERS LLC BELLWETHER FARMS NORTHERN ENGINEERING 700.S CdWk m k Sub HOD PHONE, 970.?23A189 FA)0 970221A1S9Pot 0e %0'-0 S .. PROJECT&: ii"i5 DRAWN BY- wm DATE: 10/05/06 NOTES: 1. TOP OF FOUNDATION ELEVATIONS SHOWN ARE FCRANFORMATIONAt PURPOSES ONLY. FINAL TOP OF FOUNDATION ELEVATIONS MAY VARY, BUTTHEGENERAL DRAINAGE PATTERNS MUST BE' MAINTAINED. N I HIGH POINTS AND FLOW ARROWS ARE SHOWN TO OEWCT DRAINAGE PATTERNS ONANDIVIDUAL LOTS AT THE TIME THE CONTRACTOR SUBMITS LOT CERTIFICATION THE ENGINEER RILL VERIFY THE TOP OF FOUNDATION ELEVATION AND THAT EACH INDIVIDUAL LOT IS GRADED PER APPROVED GRACING PLANS. 3. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM EIEVATIMS:REOUIRED FOWPRO7ECn0N FROM. 711E 10G-YEAR'S7ORM. 1. ME MINIMUM FINISHED GRADE ON EACH LOT, ANYWHERE ON THE LOT, SHALL BE 1.5% MINIMUM, 2.0% PREFERRED. 5- NO FILL ALLOWED IN THE FLOODWAY. NO MANUFACTURED HOMES CAN OE PLACED IN THE FLOODWAY. LANDSCAPING MUST MEET-REWFREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY. B. FLOOD PLAIN AND FLOODWAY DEPICTED DELINEATED BY THE CITY OF FORT COLLINS. NO'FF A FLOODPLAIN OR FLOODWAY EXISTS ON THE SUBJECT- SITE. 7. AN ETI AS -BUILT SITE GRADING CERTIFICATION AND NO -RISE CERTIFICATION IS REQUIRED UPON10E MPLON di THE IMPROVEMENTS IN THE FLOODWAY- CONTRACTOR TO PROVIDE EXISTING GROUND SPOT ELEVATIONS AND CONCRETE TRAIL FINISHED SPOT VATIONS ALONG BOTH EDGES OF THE ELE TRAIL ALIGNMENT EVERY 25 FEET WITHIN THE FLOODWAY TO VERIFY THAT SAID TRAIL WAS WNS1RUCTED AT OR BELOW THE EXISTING GRADE. 1 1 ` 11 1 ,;Imli I 1 i I fr �141 lA I II rll; r 1 I A tea' f 1 5 DE I ( 1 1 f TIN v PROPOSED RETAINNf)) WALL ETM-11 t t+D BI. 1= 1 1 f pg� A' N /r ey PR6posED FLEXIBLE 8 `)S W/ NNGED BASE/ I "f� )RE FIRE AUTHORITY :ATIONS•(3 AT EACH r END OF DRIVE) 9iRY :7.. N FLOOOPLADI-BFE (TYP.) . LEGEND PROPOSED PIPE RETAINING WALL FLARED END SECTION FLOW ARROW FG FINISHED :GRADE '® PROPOSED INLET LOCATION CRT GRATE ELEVATION ------- LIMITS OF DISTURBANCE TF Top OF FOUNDATION ------- DUSTING 5' CONTOUR FL FLOW LINE EXISTING 1' CONTOUR HP HIGH POINT PROPOSED 5• CONTOUR LP LOW PONT PROPOSED V CONTOUR TW .TOP OF WALL DRIVEWAY �� CtINSTRUCTED aF PROPOSED IB'7Np3H IXAY i � CORE APPROVED COHESIVE PERMEABILITY L Olin A ixIO-6 Y PErstEAEDTr OF 1.10-6 CM/SEC TOP OFICOfE: 506i BOTTOM OF CORE: 5052 PROPOSED C WIDE -/ CONCRETE TRAIL WIN / 2% MAXIMUM. CROSS SLOPE 1DpNp 5% 0='SJ N BUC ACCESS LAVENT ' '\ PORTgNOi BE TRAIL WTRN�� FLOODWAY TO ' ' W STRUCTED AT OR f47�k BELOW. EXISTING GRADE (SEE NOTE 7 INS SHEET) W k" ,lu 114. WrW ., �� - — — — — -•R�--------t _ r L�r 1 � I �(y J J KEYMAP ILT.S +o Zo 0 +o Bo SCALE: I" = 440' emi aoFl I ,TAP. m n1 luv A7s1NM BECTMII A"A TYPICAL PEDEMAN .m ,o are PREPARED DOER ICE DIRECT MIPERWRON OF zz ot�, a ff//VfA w!Wn- F Z41m2 �ma��gqF No aw�0. I� OOUO Z -T Gig 2fX>C€ UWL=6dtGdOa Cf N N Do O IN t O U'Ul W W.yj NT ap � Z O LI b�ov n. ovw O= 0 - 4a DI Z n ' W., LEE RATIONS DAIS COLORADO PL NO. 35325 Fan AND ON BEHALF or at EmffAmm I' 1 k' f New M car Ditch Compan;tl W i UTI PLAN APPROVAL APPROVED; ot Z z a � a City of Fort Collins, Colorado UTILITY PLA APPROVAL g, Z APPRO yM`jVQI, cityE aer to a CFHECK 8Y: F,A W d' Wat a W-4—tW u NHr oat. CHECKED BY: �l� F J J /--�= Q St —wafer UIHtr p,lA If Or CHECKED BY:. r{ �— !y W - Lot k'P, Dot. m CHECKED BY: -y,# Paft h R—Iten 'Dole CHECKED BY: SHEET 8 OF 37 Y Date (( CHECKED Air (Q._ 5-05 JOB NO. 39411.00 aA'OG� Dote