HomeMy WebLinkAboutLot Certifications - 03/26/2004 IMPROVEMENT SURVEY PLAT7
Carroll & Lan AND SCALE: " = 20'
ge DRAINAGE CERTIFICATE �oB No: 2665
Professional to'''crs d LSL i Surveyor.:
\/ NO:—
Lakewood..South Union 13Wd.. 28 156 PH
Lakewood,Colorado&022F3 DRAWN BY:(303)9$0-0200
DATE DRAWN: 2-13-04
REVISED ISP:
ow REVISED ISP:
U
o w REGRADE:
5 O w 70.44' S86 24'10"E LS#16847(TYP.) T LE G E N D
o TV • =FOUND #5 REBAR
6'UE&DE ��1i 9�yj WITH PLASTIC CAP
9Q O=FOUND NAIL & DISK
P=PROPERTY LINE
_0 LOT 213 / BOW=BAACK OF WALK
Co � BOC=BACK OF CURB
N I FOW=FRONT OF WALK
I E=FLOW LINE
9b9 0 / 0=PEDESTAL
X X =SERVICE
LLJ PROPOSED TGB=98.0
? I �X °J �� AS—BUILT TGB= 98.0
23.5' CD
9
W 16.0
LO
�a o 1 STORY c
� p BRICK&FRAME W O Lo I 1532 CORAL SEA CT. �
0
Cy) Ln
"'1
6.0' N
/v A,-I Q A
,. 4 0 10 20
13.2' �
�jF9 9.5'
N 20.3' 91� �
9y� 5'
o ` '00
X 1,
�i
9'UE
55.44' N86'19'01"W
140 � o eow
L= 5. '
R=15.0000' CORAL SEA COURT
d=90 00'00"
BEARINGS ARE BASED ON THE NORTH LINE OF LOT 213 OF THE RECORDED PLAT REGISTRY RIDGE P.U.D. THIRD FILING
BEARING S86'24'10"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 6TH DAY OF FEB. 2004 OF THE PROPERTY DESCRIBED
AS. LOT 213, FLOOD INFORMATION:
REGISTRY RIDGE P.U.D. THIRD FILING,
BASED UPON REVIEW OF FLOOD INSURANCE RATE MAP CITY OF FORT COLLINS,
COMMUNITY PANEL N0. 080102 0013, EFFECTIVE DATE
COUNTY OF LARIMER, \\`si{i;l!!!;!)1Y MARCH 18TH, 1996, REGISTRY RIDGE P.U.D., THIRD
STATE OF COLORADO ���\��,1\(�0 Rr(� z FILING IS NOT WITHf�tI YEAR FLOOD PLAIN.
AND THAT THE LOCATION AND DIMEN ��,,,,��..,,,,,,�� '�•`�'
EVIDENCE OR KNOWN TO ME AND EN` S B` j'16T(?�}MTHEO PRE ( e �' � SHOWN.
IN
I ATTEST THAT TO THE BEST OF MY
THE AS—WILT F9RJY0IING CGMIp PAW Gomm
H
THE DRAWAK LVMT OF TH 35942 Z® ' BY: r
AREA GRADING PLAN. • �- "Q_b
� s
DATE:
_o ! o 0 r DATE. — 4
• o '�.�k �m eq�1 h:
n
� SSf•eeeeo��'jo RECERTIFIE0,`�8 " ,rB,A�eRe "•.
THIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER THAN TH><i' ; � (�°fE.
�;OORDED PLAT NOTED HE 'N"k OkI WAS PROVIDED TO THE SURVEYOR.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGALI ACT,ON BASED UPON ANY DEFECT IN THIS SURVEY N1TH1N•THREE YEARS AFTER YOU rIRST DISCOVERED SUCH
DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
Home Buyers Warranty
1417 West Arkansas Lane
r , Arlington,TX 76013
(817)265-1100
(800)488-8844
F
one Buye"warranty®
FINAL GRADE CERTIFICATE
PLEASE TYPE OR PRINT
Address of Home Enrolled:
GT( of 60WIALi 4�tUtiITY Or- IiDR/MFi2 472D,�fr OG /nLn0�aTJ
Lot Block '— Filing__ Subdivision (Zrpi �.
Builder. LENNAR HOMES Builder Number.
I hereby certify that I have inspected the above referenced home site/building lot and have found that
lot has been fine graded and grades and drainage patterns, 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/building lot can not be graded to meet HBW Special Drainage Guidelines, I 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 way from home
Date: Signature:
s R. aG
Print Name: itVr FQWRt =co. LS 128286
Company: INC.
No Final Grade Certificate Is to be submitted prior to positive outfall away from structure being
obtained. HBW reserves the right. In its sole discretion,to audit and reject any enrollment where
HBW Special Drainage Guidelines are not met
HBW Use Only
Enrollment Number.
SD
AI
w 00
l � I
�v 3 N .2 96.2
I ` '
aw I --
693.9" ® 0d6% 2I
w/ 3' 'V"PAN % • FG= 97.3
"N 96. I TF= 98.0'
oJ , l _
9 6
04
S ;
r co 512/ 3
;` r 3 L. •96.
5.6 j 95.7
I FG= 97.7 I
II •; I/
i 7.2 7F= 98.4 r 2 1-3
I 212
TF= 97.5 I I I FG= 96.3
i A TF= 97.0
6.
I 9 5.1 I FG= 98.0 I
i I TF= 98.7
(
Lx
o S
FG= 984
99 ' r 201.
i I i 7 f sO ..1
� I I FG- 97.2._. 2096 3
c } L J ' ' 1 I F 07.9 I TF=A97.0
1 s -- L J
I \ 95,8
I - 6 96,
i 9 3• FG= 98.8 1
�......
96L3Ll
sr9—
o
13 `� 8.1
,., .
t! I
7 �9 6 978� 97.1 �97. /96'�
FC 99 1 t