HomeMy WebLinkAbout1421.97.21 - ./..�V.iyr•r V w.vv•� �
SIMA I VRTH SSD
0.5X ' 845.00
0.5% 845.9 \
N N I
C% 10 10
2 11 '
I SQ. FT. 10736 SQ. FT. 0891 SQ. FT.
NO PAD NO PAD
PAD MFE =846.7 MFE =846.5
=846.6
513 STA. 1 +30.2
22 77' 1.oa
-
■
151.51_ .
N /
9i
11076 , FT.
NP/ PAD
MFE =846.1
M_V
S /743'25'
NQ
Ei y
CA
8
11251 SQ. FT.
NO PAD
MFE =845.7
�AMOUT 844.03, , f�
0.5% 843.70
=. ,
�_- 845 -
PAUL I. CRIPE,
INC. o
CIVIL ENGINEERING
OC
Owo
7 v
EYING
LAND SURVEYING
11141 SO. FT.
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA
Ad
NO PAD
ARCHITECTURE
LAND PLANNING
MFE =845.3
IF-_430.00
1■5S. 18 S M
N
• O
W ♦
i +
6
10805 SO. FT.
NO PAD
MFE =844.8
20.77' !72 4 . 3 8 '
r
Ee
4 ...w i f ♦I o.... °J P`'.vu 04.65 /10.417 47. 314 ....
/ 15' BSA..
15' 13' i D.D. -E, -- 20 TC�843.56
1 844. i
844.4 843.8
47 STA. 0 +34.1 \,,TCa8�4E5 5 , 14
rt4.55
18 � TC =843.85 ZZ
- 17 9 � �„ 21 � 9092 SQ. F .
318 SO. FT. _
NO PAD 7937 SO. FT.g 7,752 SO. FT. 756 SQ. FT. 7539 SQ. FT• w a.5.3o NO PAD _ e
��E-84Z,0 N NO PAD NO PAD eto.lo N PAD 845.70 NO PAD MFE =844.8 N
MFE =846.5 MFE =846.1 MF =845.7 MFE =845.3
89.46'12' E�
"' � � SSD CLEANOIlT 8
130.82' 847. ! fah SSDi N N
847.20 `m N . to
Q
32 4 1 4.01 N 8946'lz' E 643• $ /335.00' 843.04 a 842 -58 "'
3692 SQ. FT.
NO PAD 15' E.' �� 0.75X o 65.00' 65.00' 0.75X 75.00' N
0.75X 65.00' c
MFE =847.2 cUm `°
sw� wrrH
89 6'12• E` 301 NN 29 1 281 271 26 %.
i 3a -89' 7937 SQ. FT. 7636 SQ. FT. 7392 SO. FT. 7625 SQ. FT,
\31 _ 9220 SQ. FT. NO PyB / NO PAD NO PAD / NO PAD NO PAD MFE =845.5 MFE =845.1 MFE = 844.6/ MFE =844.2 N MFE =843.7 j2 act
'!?68 SQ. FT. '� 845.so 84s.10 - 8C-54 844.20 a
68 NO PAD TC = =O 3.15
00 MFE =846.2 TC =842.52
842.7 28
TC =844.601 15 S.L.
0 `44.0
_ _
9• 842.2
!1. 24'
Z1. x.05
0.7X 11571 �+ ■2 S. 00
� + -
ItIl' + .150.0 M X2 33' H
54 M WOW E's 1150
371
10726 SO. FT.
^ NO PAD
138
10798 SO. FT.
N NO PAD
19
39 1
1
11104 SQ. FT.
NO PAD
FA
40 1 / 41 1
11327 SQ. FT.1 11067 S&L FT.
Ln
R NO PAD I Q NO PAD
I&T 7%
Cdr 24'
ZOT 4' /
` j;vO% w/SSO• 0
11SIO Cleo,*
.�sso ZOT ��
E t�so
J 3
P w J: /7
_V7 � �m nosed s/y
ear PI ore t' ,mss ,mss /Ob/Xe DoT �9
Cr Ai "s:7
15'U.L 1 W
26
TC=
e0 Q61� A ?.2S 'o "% Zo $
142 �,_ I p f.0 a 73,79 0
10727 SO. FT. i i , Q
Wn pan Q4/
kR
h � t � �� h
OPMCNT RAIV a �� COPY S / TE DE" Vtr� � l
9.67
4� 7 � � a1 'Q
111VI&INX 50,
�Q
Sarin A/�� � /3"; d9 Lir�CaE44;rJ
ZANE Qo'
.119 'n 0- a, A X' .6f I Af _kd�
- p pan MAl t of Q2
V aMc
//I V. /h, M6 Z
This plot plan of Lot 20 in Williams Mill is made for the exclusive use of Homes
By John McKenzie for the purpose of obtaining permits and is not to be used to
represent an as -built condition. Existing grades shown hereon were taken from an
approved Development Plan for this project. The location of underground sewers
and utilities shown hereon are plotted by scale from design plans, actual locations
may vary.
CERTIFIED BY
a- S7�
e
REVISIONS
.o
101 /tf LDFTNG. H. CHK. DRAWN BY SCALE
STATE OF
""••E, o CHK. DRAWING TITLE
S'11 ve C 0,4 ?%'
fOT 20 /N X/1 L /A 445 MIL L
yq all TON CO. CARMEL, /N-
RFC i?- i - 9 7 iivST '0 970971/254 PC ?, 54s?
ADDS WSS O 4a$ ,BvRL 1A16 710M LANE
t
It
4
PAUL I. CRIPE,
INC. o
CIVIL ENGINEERING
EYING
LAND SURVEYING
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA
Ad
46250 .
.
ARCHITECTURE
LAND PLANNING
13171 842 - 6777
DWG- TYPE FILE
NUMBER SHEET
DATE
?'x=97
CLIENT
Node -,f & AWN McAZNZIE
~ �
JOB NUMBER
!mil D T
PZA"r
q
700
-Q00�
9 OF
t
It
4