HomeMy WebLinkAboutLot Certifications - 12/04/1998or Ilk i
IMPROVEMENTANDSUR.VEY PLAT ,
DRAINAGE CERTIF -ATE SCALE: 1 - 20
Carroll & Lange c < 1430
JOB
Professional Engineers h Land Surveyors DRAWNN BY: PPHH
' 165 South Union Blvd. Suite 156 — DATE DRAWN: 10-23-98
Lakewood, Colorado 8d228
(303) 980-0200� %�/� STEEL PIN
V + CROSSES
I 0 METAL DISCS
N PROPOSED TGB=50.7
AS —BUILT TGB=50.9
•L ' tee PROPERTY LINE
J IOW- BACK OF WALK
IL m FLOW LINE
12
N ' LSp14823 55.00' '5
4�4 may, 6'UE
1 n LOT 27
ro
M I
1
x 4q1. A4 >
HP A
Lj
W
35.0' x v Q Z
O
0 FRAME
1 STORY 15.0' CD CL
Ui o Z
00 5.0 1842 ANGELO CT. L OD �
-- Ff 7.0' yp3 �� 3
n
Ave
Fray �
y I I Z
,
9'UE U�
40.00.1 I _
BOW 41.110
ANGELO COURT
THIS CERTIFIES THAT' THE ABOVE IS A CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION
THIS 20TH DAY OF OCT. 199 8 OF THE PROPERTY DESCRIBED AS:
LOT 27,
HARMONY CROSSING P.U.D. BASED UPON A REVIEW OF FLOOD INSURANCE RATE MAP
CITY OF FORT COLLINS N0.,.080102 0014 C. DATED MARCH 18, 1996, HARMONY
COUNTY. OF"LARIMER ;C!WSSING P.U.D. IS NOT IN THE 100-YEAR FLOOD PLAIN.
STATE OF COLORADO
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENT & EASEMENTS OR RIGHTS —
OF —WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS_,BYI §116D • y�REMI ES ARE .-
ACCURATELY SHOWN. al�`••' t=
1 ATTEST TMT TO THE BY: ° ' -
t11E As-eu1LT atAolwc _ ° ENP ' s
THE ORAK LATENT r T, y "
AREA GRAO111C PLAN.. DATE: - n —9 444CV
.F
09
.rr
RECERTIFTY_:82 fE: a
-.q LLW t7 vo•Qv *-iiV/0.�/q64*�y`9__°y�L°�•j� �J�` :`�
NOTICE: AccoRowc r>y�tDO LAW YOU MUSeY(',M,I�LENCE ANY LEGAL ACT ON 9ASED UP�9y�j'/aLW��S�`E,�F,R',v,.9,�n+q SURVEY N7THIN TNREE YEARS AFTER YOU
FIRST DISCOVERED SUCH DEFECT. N�}tIFJIT MAY ANY Af�1W8�D UPON ANY DEFECT IN THIS SURVEY BE"uwlnµ7T.s�A+ E i11AN TEN' YEARS FROM THE DATE OF
THE CERTIFICATION SHOWN HEREO0. 11_ 'Lobo•......*0-1. a��
ol
'F'--53.62 2!
3
i es. 52.E Nb I 1 TF=53.54
m `!: TF=53.27 A J
z TF=52.91 A , Ste'
I
CO
ANTERO_ C R
' '�Gt-=RB
+y� \ INLET
\T iB f h
TF=52.76 �° B 9
7=52.5 B ?
34 TF=52.03 8
, $ 2 =51.5
,�
25
300
TF=51.92 '
P 1 TF=51.76 TF 51.49 TF=51.14 TF A 80 TF 50.45 I I 1 URB I T
1 ' LE /
ANGELO COURT _
/ k1 •
B B B _
i =50.69 =50.34 .0 =49.65
=50.88 L I T
B 9.68 9!9 914 9 4S 1 i( t
=51.00 ' r I I I I
D-
�� 1 4 E
15' CID
�I 46
Xv
Ah \ ip /
REVISED Gf
LQTS 3b Tii