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