HomeMy WebLinkAbout14807 BOSTON CIRI rk
L _\J
Engineering Reviewed
Date N,0g
(959 5)
958 7
1
1 A i NANI T
v /Th 1 V I
4-.
BENCH MARK
TOP OF SPIKE I
ELEV =956 53
NO SPOIL PILE,'
IN RIGHT -OF -W Y
Scale: 1 =30' age 2 of 2
BOSTON CIRCLE
CERTIFICATE OF SURVEY
For Robert McNearney Custom Homes
184.21 N89 52'22 "W
A
Lk
C
0
X 957 1
1
956 7
5\
LOT 15
957 2
(958 5)
(959 0)
956 8 956 8
/PROPOSED
(SEE /LO) m
S .5
R) 50
7 67
(959 0)
O
0
GAR o
20 0
(959 0)
oo PROPOSED
o n DRIvEWAY
f
7
-4._ DRAINAGE UTILITY /S
EASEMENT PER PLAT -7
37 59
v
1 N
1017 0
co n
O m h
N
14 04
r7
S
5
P TC 955 9 y0 9 S 56 7)
BOSTON
CIRCLE
EROSION CONTROL
MUST BE IN PLACE
BEFORE FOOTINGS
PASS INSPECTION
n
22 FOOT MAXIMUM
DRIVEWAY WIDTH
0
RY
N
C V
CO
(960 2)
960 1
h CO 1 /1 T 4
to 1- '4-- LX) 1 1 1 1 .1_ 1 /A /'A NIT
BENCH MARK V '4 1
TOP OF SPIKE
ELEV =956 70
James' R. Hill, Inc.