HomeMy WebLinkAboutLot Certifications - 02/24/1998IMPROVEMENTANDSURVEY
DRAINAGE CERTIFICATE
Carroll & Langels
Professionine ol Engerand Surveyors
165 South Union Blvd. Sus & Lite 156
Lakewood, Colorado 86228
(303) 990-0200
I /
/5'
UNITY . CT.
PLAT
SCALE: _ 1" = 20'
JOB NO: 1430
DRAWN BY: PH /SJT
DATE DRAWN: 1-31-98
• STEEL PIN
+ 'CROSSES
0 METAL DISCS
PROPOSED TGB=52.1
AS -BUILT TGB=52.2
#5 REBAR. NO CAP
RE
BOW
E.
P= PROPERTY LINE
BOW= BACK OF WALK
FL = FLOW LINE
THIS CERTIFIES THAT THE ABOVE IS A CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION
THIS 29TH DAY OF JAN. 199 8 OF THE PROPERTY DESCRIBED AS:
LOT 1a4,
eR tC^�NY CR0' SIN U.�• BASED UPON A REVIEW OF FLOOD INSURANCE RATE MAP
CITY OF FORT COLLINS ' CR SSING RU.DD..13NO NTHE1TED RCH 18, 1996. HARMONY
00'YEAR FwoDA-AAllC
COUNTY OF LARIMER
STATE OF COLORADO
AND THAT THE LO IMENSIONS OF ALL BUILDING IMPRQ ti 7 'u SEMENTS OR R�G�ITS—
OF—WAY IN EVID 0 ME AND ENCROACHMENTS `R�.e�� �� % t
ACCURATELY 5�S'\ST ERfO O�i a ICFfl{!
I ATTEST THAT TQf r4�'BS
T OF My
THE AS -BUILT INHe
I S
THE OIiAINAGE INMT
AREA GRADING
NOTICE. ACCORDING NO f
FIRST DISCOVERED SUCH DEFECT,
THE CERTIFICATION SHOWN HEREON.
BY:
9•
DATE:
t� 28286
RECERTIA y� p/? ate;
COMMENCE ANY LEGAL ACTION BASED UPON
BEASED UPON ANY DEFECT IN THIS SURVEY BE COM 11��
. RVEY �Y,"N THREE YEARS AFTER YOU
THAN TEN`YEARS FROM THE DATE OF
Z00 z XVJ OZ:ZT 86/bZ/ZO
402/24/98 12:21 FAX 10003
r" r .T : •: M � � I :/
JWSON DRIVE
53 Ilk
r_...
co
C �..... v;
' ,a as1 I a63 . � g-.-.... -._- - 55,22 � 1 h, •�
B
TF=56.32. 56:tJ7 1F=56.83 TF=55.53 0 1 ga
h
1 '• 5 r
A.
�, , , •.
TF=53.74 q A A �'-Q i Iw co
TF=53.51 TF=53.32 TF=53.13 =5A. 4
45
0. ..�
IN
15N
5— 5 5 _ a -- col N
cc lin
UNITY COURT. 4 ��
ti
00
to
3 �1
� t I �. B
Ny B � SI.Oti B e#
rD—
/ /B TF=52.57 TF-51.39 � F=52 21 ' 14 13
g TF=52.75 s
i4 TF=52.83 �, .I �� '. s J :..� �a, I CID
Sir
o• a O �o,.
CD Le)
;0.42 fpsA i, A. 9A PL
=50.16 TF=49.81 TF=49,39 A
TF=49.17 % � A6 "
tK
E V-
� AK0 p 45'61
OYA COURT _ q : ,
r�1 , ,• 46 .� , � ..� p /
-
- `
PJ 3.91
B a19o\4. 44j
3 TF=49.34 TF=49.00 fF=48.66 �F
49.61 �� 6 \ •�
I
IMPROVEMENTASURVEY PLAT
DRAINAGE CERTIFICATE SCALE: 1 " = 20'
Carroll I Lange JOB NO: 1430
Professional Engineers k Lond Surveyors
DRAWN BY: PH �SJT
165 South Union Blvd. Suite 156 DATE DRAWN: 1-31-98
Lokewood, Colorado 86228
(303) 980-0200
O
•715.3,
4 .63' #5
._ 6' UE �-
LOT 104
iM
N
/�
00 /
J
tit �
oT /
50/=
I
a� 9' UE
300'
2 STOR
FRAME r
1943 UNITY CT
FF: S34
NO CAP
a%-
O
O
O
O
j2o.0,
�4
1
0
48.82' • '
UNITY . CT.
• STEEL PIN
+ CROSSES
O METAL DISCS
PROPOSED TGB=52.1
AS —BUILT TGB=52.2
9
P
N
f'L= PROPERTY LINE
BOW= BACK OF WALK
FL = FLOW LINE
THIS CERTIFIES THAT THE ABOVE IS A CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION
THIS 29TH DAY OF JAN. 199 8 OF THE PROPERTY DESCRIBED AS:
LOT 104,
LNARMONY_CROSSING -P.-U_ D.—_ 7
CITY OF FORT COLLINS BASED UPON A REVIEW OF FLOOD INSURANCE RATE MAP
No.080102.0014 C,DATED MARCH 18,1996. HARMONY
COUNTY OF LARIMER CROSSINGP.U.MISNOT.INTHE100-YEARFLOODPLAIN.
STATE OF COLORADO
AND THAT THE LOCA ENSIONS OF ALL BUILDING IMPROVEMEN AENTS OR RIGHTS -
OF -WAY IN EVIDE 0� t- ME AND ENCROACHMENTS B
ACCURATELY SH
I ATTEST THAT TO ST OF MY KN BY. \ •. �%
THE AS -BUILT C _ Q
THE DRAINAGE IN TFHA = - - 9U'• � * =
AREA GRADING.P DATE: •
BY: 7M •a -
A ° RECERTIFIED1�MB286DAJ+`""
NOTICE: ACCORDING T 90�tkAD ` CouuENCE ANY LEGAL ACTION BASED UPON A�y�7�f1{ka{�RS�oNiTHIN THREE YEARS AFTER YOU
kN
FIRST DISCOVERED SUCH DEFECT. IN E fM/�OIM'A N BASED UPON ANY DEFECT IN THIS SURVEY DE COJ I I\ TEN .YEARS FROM THE DATE OF
THE CERTIFICATION SHOWN HEREON. '
ko
JAMISON DRIVE
4 �Lp (_
�1 491 B
B =96:T37 TF-56.83 TF=55.53
=56.32 I F-3 c86
1
85 - 88.
43
d I ca
u 7
I ,•
.5Y88I A L >
TF=53.74 's,Jq 's? A j9d A 4.A�
TF=53.51 TF=53.32 TF=53.13 -5 4 1 p� w W tq
tk
`�• � —� /� c*4 1.
4
UNITY COURT
v / , 1 84
C 0 m Lo1. (... �
� j I /gyg
N�,..
TF=52.57 TF=8�39 TF=52.21
g TF=52.75 ^s J
14
,Y mLo
30L
9,52
Ncq
.... �l. 1. �..� � � .....� i SIB ll.! a.... •._ t
0.42 9s. A A sy A / /
' =50.16 TF=49.81 TF=49,3J=49.17 f Ar6
,. /r
;jl
VL
6
MO A —COURT _ / ll44 as%'
Ah1 �6 - �/ 4 4 , �. f.... 45.2h�5 v •.
3.91
11 <
B 418� B 1 4 i B. 4% 8 44
3 TF=49.00 =48.66
49.61=49.34 6 �,