HomeMy WebLinkAbout58-01 59-01 Existint Topography Demolition Planc
VI
8
a
m
8
S
0
0
O
w
8
2e
rs-
00 �
(grass)
N
-
1
I I
00/
A
�
BLOCK
ZONED 'B 3'
I I
/ EXIST. INLET TOE RELOCAT�FO I I o�` �' / \
A5 INDICATED/ON 5HEET C/�.1
REPLACE C F�0 CASTING IW/ \ ® 3AW . C l
Rb A T E OIRZ,OF
ROLL -CU CASTING 'j,0� e•°c � \ \ ,
\ \ \ \ MATCH,EXI5TING C °STING �o / b VA{l �
ON CARWINION WAX / /
ADJUST CASTING T0�889.65 (N,FLOW LINE)
\ \\ \ 6 \\ . 887
=
\ / \ TO PROPOSED GRADE INV 1
(5EE 5HEET C2.0 / % 00)•
'EX. TOR = 891.28 / �/ / yb / SAWGUT EXIST. ' P� NQ1
EX. INV= 879.88 NE) / o k N a
\ \\ \ \ \\ \ \ \ EX. INV= 879.88 NW) / �' / / / PAVEMENT
EX, INV= 879.63 SE)
INV =886.48 SW)
\ i �, Two
(grass)%" \ 1p / �, _
\\�� `� \ _� \\ 8 • / / \\ _ OAW CUT EX15T. CURD \
\ �y6 / \ \\ �• \ \\ %A \ EXISTING /A5TING TO AT THE POINT OF \ plant
e \ D AC REMOVAL
/ \ Q of / E RF ED WITH /
\ \ \ \ yp \ DES VE CASTING AND '
X \ \ A \ J �► / AD'JU5TED TO
9ROP05ED GRADE 0 REPLACE CURD CASTING W
\\ \ \ \\ (5EE 5HEET C2.1) .. /
\ \ �• ROIL -CURD CASTING TO
EA TOR =891.38 / i // MATCH EXISTING CASTING
G E INV= 888.96 i \
ON CARWINION WAY
TOR 889.68 (9 FLOW LINE)
EX. INV - 887.02
O 3os / // � EX. INV =886.99 �NW
SW3 Q
/ planter
\ s Q \
ASHBROOK SUBDIVISION
ADJUST CASTING
TO PROP05ED GRACk ZONED OS-211
(5EE 5HEET C2.0
EX. TOR=
EX15T. STREET 514N\ 890.91
\ / EX. INV= 879.20 WW
\. \ \\ TO DE REMOVED EX. INV - 879.13 S
\1 \ IV
o�/ 1 (gross) EX. INV -885.9 ' NE
ATw THE PTO NIT CURB
C
/ / \ � \ \ \ 1, / • \ _. REMOVAL
\ \\ 0 0 \
N N EXIST. INLET % �.ytib \ 3
/ EX. TOR-891.87 X / � you \ \ __..;' ,�a /� \ \ N N 00
EX. INV = 889.34 / \ �� \ \\ o �� o ` , CK
/ ZONED B -3 \ \ -
/
/
�.
° /
/ ! ` \
_ \ k \
���
�P ASV Q\Q'�' �/ 1l . \ \', , ' \\ � . ! `l \\ \ C'qy \ \ ._ \ •
1-41 11
\ N,
_
00,40 '0000 iA�
I -meow
ts
/ I \ TA GET SITE
♦ ,
' UNDER C�jVSTRUCTI6N) t \ \ ♦` \ \ \ \ \ \ \ 11 ll Il 1 It ♦ � -
0' �"--� 20' 40'
SCALE: 1"=20'
EXISTING LEGEND
Mist, 6' pvc son. SANITARY
_exis 15" rco = STORM SEWER
x't -5' a2 SPOT ELEVATION
CONTOUR
- -w- - WATER LINE
- -otei- - OVERHEAD TELEPHONE
- -btel- - BURIED TELEPHONE LINES
-9- - GAS LINES
- ---OHE - OVERHEAD ELECTRIC
FLOW LINE
STORM MANHOLE
POWER POLE
0 REBAR FOUND
0T TELEPHONE PEDESTRAL
-� TELEPHONE POLE
-� SIGN
TREE
//z, EXISTING ASPHALT
PAVEMENT REMOVAL
NONE CONCRETE CURB REMOVAL
NOTE:
CONTRACTOR SHALL FIELD VERIFY LOCATION5, 51ZE
AND DEPTH OF ALL EX15TING UTILITIES AND STORM SEWER
PRIOR TO COMMENCING AND CON5TRUCTION.
BENCHMARK:
USGS 1929 BM S -78
DISK SET IN CONCRETE POST, 50 FEET EAST
OF CENTERLINE OF U.S. 421, 1,000 FEET f
NORTHWESTERLY OF 108th STREET ALONG
THE EASTERN RIGHT -OF -WAY LINE OF U.S. 421,
NEAR ABANDONED BARN do HOUSE. EL. 901.163
ACE TBM #500:
R.R. SP, KE IN W. SIDE POWER POLE, S. SIDE
OF 106 STREET, FIRST POLE WEST OF
COMMERCE DRIVE. EL. 897.26
( USGS 1929 DATUM = 896.93 )
ACE TBM X1501:
CHISELED "X" ON N.N.E. BONNET BOLT OF A
FIRE HYDRANT ON THE NORTH SIDE OF
CARWINION WAY AT THE ENTRANCE TO
ASHBROOK SUBDIVISION EL. 892.03
( USGS 1929 DATUM - 891.66
CAUTION V
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks mode upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 - 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
Q
W$
IZ�
cc
aN
W
J
a
0
z�
=J C40
0
zz to
O
Nom_
N C
�o
�^z z ".`
a
O D
O
N
rn 4 h
z
VJ 0.4 =
v a
0
O v
U
z
�c
U
to
.;? C3
chi q ao
c-� F E T4
--` :�p�STfREO qC�
* 19900549
STATE OF
�� � •.�NDIAM�' . • ��
'c
FIED' BY
Z
a
J
a
z
o z
� o
J N
O)0.
ma
N3
a �
W
a o�
CC �
a =
z
N
K
W
DATE:
04/20/01
DRAWN BY:
PED
CHK'D BY:
AF
JOB NO.
IN2001.0191
REVISIONS
1 CON1MlNT!! O6/Or*/01
SHEET NO.
C101
OF