HomeMy WebLinkAbout07040022.4NW 1/4 Section 25, T 8-N, R-3-E
N. Lin Ct
[E) . ......
1 ASPHALT P
-3 "�
-N,
R -F
Nt
1844.1
Yt
PROPOSED 3'
ca
40' B.S.L.
SAfOKEY ROW RD
mw--�
BLOCK
.0 46.0 TW
Tw/
40.00
40.00
Ld
Ld
39.85 1 39.85
z
840
39.25 OTCH IN'CURB 39.2 LOT 2 1 A
38.7 fly i
50
39.18 IE 39.18
C.O. �C) / 1
/ / - / U B
N Tr-
Y
38.72
L= 838.07
//G`_', -_ - / \ I \ C
-44A TW
38.97
L= 7.5
-�Tw
LOT 20A
83
at 69
3969 F 70 k 39 40.00 42.0 TW J
N
NOTCH IN 't B-,, N TCH JN CURB
TW 39..60
9.60 41.0 TW.
Qr1 / j % ',, j�,A�� / 46. TW 3n9.69 39.6 0
IAQ A 40.00, 4<,
.00
L '837.
D s Fl, = 83A7.33\ m
0
38,97 315.97 Tw-
F 837.00
&
NOTCH
IN CU 8 i I N TCH IN CURB!
47. TW
38.
39.09 39,09
IE: 842-76 LOT 19
l j /', / / Tw -80 RQ a
39.1
Ov�
M 45. TW
ST UCTURE
39. 38OTGH IN CURB/ N
.7
8
r Tw ---�Tw
co 9.85 40.
O
-840"
40.
LOT 18
x,
3n9 39.78
K
78
40.00 ��Tw 28,00
RIM: 827.71
2,
F.E 28.50
WER FLOOR
"r 835 .24
-6"SSD-6"SSD-
1D
LD�' 17A
C.O. -6' �$D
IE 823.8 CONN IZ
(a 394 40 .00 EXISTING MANHOLE
A 49
39
;a �, &
35' U.& D. E. 2&00
. LLO-sl- S) S - - - 11
PROPOSED
25-PLANTING STRIP TWO - STORY
♦ ---BUltDING W/ CO IE
PARTIAL- BASEMENT
RIY: 635.1511
I---
1'3 (N) 40,000 SF 40.50 16"Wl (6 LOT 16
IE: 831.61 (S)
S
61 S .-7 MAIN FLOOR
35,00 A I
SPACE
162 TOTAL
-4�-65 paC-e8 I5e-r106-V
0 gsf
(asphalt)
CONNEC T TO
4Q50
EXISTING MANHOLE a I: J
IM: 835.41 3 STOR"HOLIE
TELEPHONE PEDESTAL E. 40839.
IE: 32.16 TH 0
-,16�Ll`,, 10-HO PE LOT 15
10
ROOF DRAIN
z ku 601 6
NECTIONS
5-s-
40.00
37.62
.40
RIM: 835.27= 9.00
IE: 83136 (N) f I V
RIM, 835.48-)
IE: 832.57 E- 83 .53 (W)
�E: 83 .12 (S)
00 1
kwo-01
37-00
II
36.78
36.78
43
NOTCH IN CURB
w
431.00 �36718 36.29 38 00 E 832.
.29 FIL 834.50 NP.
L FL �,835.00 F
N CHIN CURB
9
36.00
a.
S
FL= 835.001
Fll�= 8 .50 NP.. 36.29
.0. IE 832. IE 832.
36.29 i OTC( 0 IN CURB
T,
Ir x t 1. I 36.78
36.7
i50% B. S.,L.'
37.00 3
Rim- 937 30
IE: 831.
IE: 828 (E). e�E I
671 --P�A-N -T-�,I
F9 STRIP
Y
1 1.0 6 AC
RIM: 837.57
tE: 832.57
tFAnm
t R
827.93 tW) Ot 1
E 8218-12 (NXII 24" RCSt:w
`TIE: 827.1
<D
/, i'
00
1840.610
-
9.
C.0 dROR CL OUT
.60 I 832..
37
@ I �01 1 'HOPE'
;-L
EN�SE TION
IE 83 if
LIMPST
36.78 NCLOSIJ� 7.50 TVV
29 3 .78 3T00 50,
GK[N Et`.LT Fti
Li
11
B35.00
qNOTC IN CURB
aH/
OVFLOW Il
STRUCTURE
L = 835.00 f1 It,
36.29
STORM MANHOLE Bt
1 838.
37.00 IE 829.
7.6 822. SE
STOIRM.INLET
19 822W
7. IE 821.0 S
7
j
f322---
PROPOSED29
'DRAINAGE EASEMENT
CONNECT TO
STING MANHOLE
22. -
IE; 819-j6,[W)
tt
iti, 819.31 (JE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
GRADING NOTES
1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2- TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
(n
N E Ik.o r n e r, N E 11 3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
z
AVAILABLE. w
Section 25, T-18 N! 2
P Nall Found Down 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE 2
ti s , 0
County Surveyor ti s SHOWN. 0
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS 0
OTHERWISE SHOWN.
UJI
6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING CL
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO 0
PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE w
APPROVED BY THE ENGINEER. U)
LU
r0
00
C14
C:
0
cn
Z
1z'
EXISTING OFF.-SITE
DETENTION POND-\
z
Corner, NW 1,
:tion 25, T -18
hing Found. No
available per
Surveyor records
I
DL- Corner, SW
Section 25, T-18
Nothing Found. No
r- GRADING PLAN LEGEND
LINE TYPE / SYMBOL
DESCRIPTION
LINE TYPE SYMBOL
DESCRIPTION
M.E.
MATCH EXISTING
000 le 00 IE
SWALE
X-Eim
PAVEMENT SPOT GRADE
- - -
POND BOTTOM
AT LEAST TWO FULL
GROUND SPOT GRADE
WORKING DAYS BEFORE
POND NORMAL POOL
YOU DIG IT'S THE LAW
CALL TOLL FREE
CURB AND
- - - - - - - -
POND TOP OF BANK
FOR CALLS OUTSIDE OF INDIANA
GUTTER GRADE
1.00%
FLOW DIRECTION w/ GRADE
F.F.E.
FINISHED FLOOR ELEVATION
H:V RATIO GRADE
H.Pt.
HIGH POINT
IE: 805.55
PIPE INVERT ELEVATION
L. Pt.
LOW POINT
IRIM --1
STRUCTURE'S RIM
OA---
INTERMEDIATE CONTOUR
ELEVATION
11w I
'IBIM
TOP & BOTTOM OF WALL
INDEX CONTOUR
ELEVATION
O
LO
0
0
U6
ul
19
49
UJI 11L
19
IL
U)
Z
ca
0
la
99
41C
IL
lu
19
IL
0
Z
BENCHMARK DATA
C
PROJECT BENCHMARK:
T.B.M. LG. HIDGE NAIL IN WEST SIDE OF POWER POLE #191-395 ON SOUTH
z >
.94111C4 0
PROPERTY LINE, 300' WEST OF CENTERLINE OF OLD US 31.
SITE BENCHMARK:
B.M. RR. SPIKE IN EAST SIDE OF POWER POLE 100' + SOUTH OF TRI-COUNTY
A A
PROPERTY WEST SIDE OF GUILFORD STREET.
00�wjn
MM
B.M. ELEVATION = 840.69
"HOLEY MOLEY"SAYS CALL
AT LEAST TWO FULL
z z m
WORKING DAYS BEFORE
1-800-382-5544
YOU DIG IT'S THE LAW
CALL TOLL FREE
1-800-428-5200
19
FOR CALLS OUTSIDE OF INDIANA
Z
0
w
0
LU
w
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F- Cn z 40.
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DST E)Fee
No.
II\ PESWW55
STATE OF
/ON A L \01'
EMH&T JPYNO.
2007-0698
04-19-07
1" =40'
SHEET No.
c2.o
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.94111C4 0
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' ME
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a
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(D <
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z Z5 < Z
a a og
-j z
CL Z mi
F- Cn z 40.
z LIJ 0
Lu c) 0 13
0 - o W
15 LL
CL LIM I
0 0-2
<
LIJ U)
LLJ
D < 0
DST E)Fee
No.
II\ PESWW55
STATE OF
/ON A L \01'
EMH&T JPYNO.
2007-0698
04-19-07
1" =40'
SHEET No.
c2.o