HomeMy WebLinkAboutLot Certifications - 12/15/2004 (9) r 11/23/2004 13:51 FAX 0 007/011
Home Buyers Warranty
1417 West Arkansas Lane
i► Arlington, TX 76013
(817) 266.1100
Hone Buyan Warrentve (800)488-8844
FINAL GRADE CERTIFICATE �2
PLEASE TYPE OR PRINT
Address of Home Enrolled: I A S<M Y rK C-r.
T. �or_UNS --
lot 12l Block -- Filing T410a Subdlvislon GiszRY
Builder. LENNAn HOMES Builder Number.
1 hereby certify (hat I have Inspected the above referenced home sitelbuilding lot and have found that
lot has been fine graded and grades and drainage pattems, including fall away from the foundation, are
In conformance with overall subdivision grading plan, individual lot grading recommendations, and/or
soil report. The down spouts, extensions and/or splash blocks as required, are in place and functioning
property, I am familiar with the Special Drainage Guidelines found in Section 3 of the Home Buyers
Warranty Program Risk Management Manual in effect at the time of this inspection, and certify that
surface drainage: (Check One)
® Meets or exceeds HBW Special Drainage Guidelines
❑ Does not meet HBW Special Drainage Guidelines
Where home site/bullding lot can not be graded-to meet HBW Special Drainage Guidelines, 1 have
noted this on an attached grading survey, and have included copies of design and/or description.of
method that was used to obtain positive drainage w�irom'A�q e
Oats: 11-I1-�A- Signature:
Print Name: co. Ls tz8z86
Company: `.4 LARGE ruc.
-No Final tirade!Certlflcatte Its to be submitted prior to poslWe outfall away from structure being
obtalned. NOW reserves the right. In he **It discretion,to audit and reject any enrollment where
NOW 8pecial.Drainage GuldetMes are not met
HBW Use Only
Enrollment Number.
2004/011
lr11/23/2004 13:50 FAX
IMPROVEMENT SURVEY PLATE 1„ = 20'
AND
DRAINAGE CERTIFICATE JOB NO: 2665
o Carroll 6L Lange s DRAWN BY: JS
Professional EnglDeels&Land SLINOYOrs 11—Ol—04
/ I ak soul.Union eo 13 suite t sG DATE D.RAWN:_
165 Sood.Colorado e022R
(303)980-0200
REVISED ISP:,--
REVISED ISP:_
REGRADE ILEA
I F'GFND
=FOUND #5 REBAR
WITH PLASTIC CAP
0=FOUND NAIL & DISK
4' SPLIT RAIL F=PROPERTY LINE
FENCE 4 BOW=BACK OF WALK
PLS# 16847 (TYP.) 63 00' S8350'16��E� ^Ai BOC=BACK OF CURB
FOW=FRONT OF WALK
--�` T fL=FLOW LINE
LOT 121 xj-PEDESTAL
=SERVICE
PROPOSED TGB=82.0
AS—BUILT TGB= 82.0
rn
>�6 n
40.0' _
W
LJ
2 STORY o o�
Z BRICK AND FRAME c� O N
1414 SNOOK COURT o
Z 0 10 20
0 8.0' FFbb'
18.0 6.8'1 I\
7.0 'GOVD CAN .
O
O PORCH
O,O_'t oN 0
30.0'
40-
W ts
0
BOW
=61.37' '
FL R=427.00,
d=0814'06 "
SNOOK COURT
BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 121 OF THE RECORDED PLAT REGISTRY RIDGE P.U.D. THIRD FILING
BEARING S83'50'16"E . WITH MONUMENTS AS SHOWN HEREON.
THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION
THIS 25TH DAY OF OCTOBFR 2004 OF THE PROPERTY DESCRIBED
AS: LOT 121, FLOOD INFORMATION:
REGISTRY RIDGE P.U,D, THIRD FILING, BASED UPON REVIEW OF FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NO. 080102 0013, EFFECTIVE DATE
CITY OF FORT COLLINS,
MARCH 18TH, 1996, REGISTRY RIDGE P.U.D., THIRD
COUNTY OF LARIMER, FILING IS NOT M.7*1011THE,1D0—YEAR FLOOD PLAIN.
STATE OF COLORADO '
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENTS, �T& RIGHTS—OF—WAY IN
EVIDENCE OR KNOWN 70 ME AND ENCROA_CIJ� a*y,,OR ON THE PRE.kAI Y WN.
I ATTEST THIN TO THE BEST QP MY KNOWLEDGEV. .paae�x��
THE AS—BUILT GRADING E 5 PL M7 t fy 1`•• W�Vie' Prr BY:
THE DRAINAGE INTENT THE 0 C
AREA GRADING PLAN.. aq DATE: 5 r;
BY: s
DATE: - .' 12 s"
w RECERTr(ED. B'Y:' __:-,DATE:
THIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER TN ,SHOWN ON THE L 1ED PLAT N07ED HEREON: NO TITLE'CO(�UAXENT WAS PROVIDED TO THE SURVEYOR.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST C kF�r �Y ��pv� ON ANY DEFECT IN THIS SURVEY INTHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH
DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEa �E F(,HE,�V@nn MENCEO MORE THAN TEN YEARS FROM THE GATE OF THE CERTIFICATION SHOWHEREON.
460
iQ dl
1
4
l
123
22
121
�
-G= 84.0 t 120
fF= 84.7 FG= 82.2 r- FG= 80.6 •
�'F= `82.9 0 FG= ;79.3
g as TF= 81 .3
TF= 80.0
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