HomeMy WebLinkAbout12080008.6I
i N/F
W & W PROPERTIES LLC
I D.B_ 2010 PG. 22983
i TMP #: 16- 10- 31- 00 -00- 022.001
CATCH BASIN CATCH BASIN
TOP: 827.79' TOP: 826.40'
2.7' DEPTH 2.5' DEPTH
I
I
SANITAR ER
HOLE
N/F
YEAGER OF CARMEL LLC I
D.B. 2010 PG. 22982 D.B. 826.36'
IN V: 3.7'
TMP #: 16- 10- 31- 00 -00- 022.000
i
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j N89- 55'00 "E, 273.60'(M &R)
IPF I >� MAG NAIL -
5�g "RB
(SET)
- - -
- - - -- -- •-- •-- •-- •-- • - -• -- -- -- - --
-- -- -- -- - ' �S89 530 "W-
27 .41
-- -- -- -- -- --
CATCH BASIN I I \
TOP: 828.19' I I FG= 828.87 FG= 828.93 FG= 829.00 FG= 828.70 FG= 828.40 FG= 828.47 /
3.7' DEPTH
fG= 828.23
F= 77 FG= 828.31 I FFE= 827.90 /
I FG = M.E. z I FG= 828.28 - -a4ff FG= 828.09 I �
FG =8 8.55
Fc= s2s.24
Fc= 828.00 STR #BMP
BENCHMARK A I I I o FG= 827.83 T Cstg= 828.00
MAG NAIL I I = I
N/F ELV: 828.01'
HARRIS NA I I I FG= 828.74 STR t # 828.40 148 Ift of f2" HOP FG- 828.82 6 Ift of 6 Ift t STR # 1
A.M. 2007 PG. 48376 of I I 9 FG= 829.00 E AF-L-82-8-8-21 12° PVC 1 ° P C T Cstg= 824.00
TMP #• 16- 10- 31- 00 -00- 021.000 23.4 FG= 828.57 _
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II I
Q I I
z N
un I I I
> 3
O w y I I I
4
1 Iry "
CONC. MON. / o
(FOUND) I •z 3
I
ERGENC OVERFLOW
ELEVA N = 827.5
ro 6' R ENT RIPRAP
;r 1 syd GE LE FABRIC '� I
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1 I
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FG- 828.57 JJ
I I 12 Ift of 25 Ift o 15 HDPE 48 Ift o 15' H(P I �
FG=828.80 F = 829.12 FG =829.0 FG= 828.81 15' HDPE I O
l I
- 245.00' j GRADE e
T - - - - FG= 829. FG= 828.69
I I ° FG= 828.92 STR #2
FG= 828.72 T Cstg= 828.00 I I
I I Fc =82 .09 STR #3 o
I T Cstg= 827.50 I I
r.I FG = M.E. 1 I I a
❑ ¢ I FG= 828.72
a >-
FG= 828.66 iQ 8. I
I I
LI1 57 FG= 82
o C I G =29. C= 829.88
,
C= 829.45 Fc= 828.84 I ' I I I Z a
w
�� z FG =82 89 FG= 829.28 - FG= 828.50 FG= 828.00 \ '�fi� o
FG= 828.75 / I w
Q ` I �_ I FG= 828.63 I} z
_
FG= 829.38 FG= 828.61 / I Z i -' w
h C0 I TW= 829.19 1 vl' w W Q CL
BASIN CREST p i Z w
Q w a- FG= 828.69 o
829.35 0 828.20 QJ o
O-
hC GRADE BREAK ----- - - - - -_
cD CL
I
0 0 I III FG= 828.67 I I I I I Q
= 6 FG= 828.50 26" DOUBLE -- Y v
It
1 I I I I I
= .
HA DWOOD I_ v� w i
I ;
�
co
16 I L0 �
:2 ° NW
� FG- 828.77 FG= 828.64
97 J
� 1
L0 1 C\4 o
- I I .32 FG= 828.85
_ FG= 828
I I _
O I I I cn! m, I
3
I I I
AE-G=-8-28-.851 I I
O FG= 828.58 0
1 Ln( I
I
O I I FG= 828.85 FG -82.3 20" HARDWOOD
=
Z I I ° ° ° Fc= 828.85 I
FG M.E.
. / I
I I =
I<I I IIPF CAP Iz I I
I STR I I (2200081) /
_ 1 zo I T CCst =827.75 McDonald's
N ( I m FG= 828.85
_ 3 /
I YI I I F =9 7.7 FINISHED FLOOR
' - FG- 828.85
ELEVATION = 829.50 - Tw=
o • FG = /
Z I
FG= 826.85 = 828.16 F = 7
LLJ
FG= 828.58 FG 27.56 I
FG= 828.85 � I
° FG =8 TW= 829.40 STR
I = 827.4
• ! FG= 828.67 T g =
FG= 829.14
N I FG= 827.33 F =8 7.88 FG= 828.67 FG 827.48 \�, j�� �" , / \
w oI FG = 828.84 `� / \s\ \
m 'nl 14 FG= 828.84 / �J�
I
•
pi __ FG= 828.89 FG= 828.93 FG= 827.60
Z o CD FG= 828.74
Z z FG =827.
of I FG= 827.65
w z m I FG= 827.33 �f �� ,6
V) w I FG= 827.53
\ G.
❑ ,�' f_ ° �� tio� STR #5
1 z I I F T Cstg= 826.10 G= 827.80
20' ELECTRIC EASEMENT PER () 0 I
� Z I I FG= 827.71 // ,/ SANITARY SEWER
- - - INSTRUMENT N0. 7349- - - - MANHOLE
-- -{-- - - - / ELV: 829.18'
FG -82 .31 FG- 827.46 // I N V: 14.1'
i I FG = M.E. c�- •. -- c. -"��
loe
j J
I Li -- .L -� -- - -- �2020008P
BENCHMARK B TCH 1 BASIN _
C m _ .._ -
MAG NAIL �� T P: 825.72' o O
ELV: 826.35' 7 °.6' DEPTH O
CATCH BASIN .ATCH BASIN
TOP: 825.83 TOP: 825.87'
3.3' DEPTH 25' DEPTH
MAG NAIL
\ I-(SFT') S89 *55'00 "W. 1
CATCH BASIN I In �
TOP: 826.31' 00
4.0' DEPTH I p O
O O
54.57'(M &R) MAG .
I ,t
I
-- -- -- -- -- -- -- -- - -1y - -- -- -- -- -- -- -- -- -- -- -- -- -- --
t,
P�O�ATER G,�G
"�uWW W11Dli"'
LEGEND
FIFE
= FINISHED FLOOR
FG
= FINISHED GRADE
T Cstg
= TOP OF CASTING ® GRATE
TC
= TOP OF CURB
TW
= TOP OF SIDEWALK
M.E.
= MATCH EXISTING
-MEN - - - -
= GRADE BREAK
FG =827.1
= FINISHED GRADE LABEL
= EXISTING GROUND CONTOUR
828
= PROPOSED GROUND CONTOUR
NOTICES AND PERMITS
1. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING OR
VERIFYING THAT ALL PERMITS
AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY, COUNTY
OR STATE AGENCIES PRIOR TO
STARTING ANY CONSTRUCTION.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
THE EXACT LOCATION OF
ALL UTILITIES IN THE VICINITY OF THE
CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION
AND COORDINATION OF ALL CONSTRUCTION WITH THE RESPECTIVE
UTILITY COMPANIES PRIOR TO
STARTING ANY CONSTRUCTION.
CONSTRUCTION NOTES
1. THE TOPS OF CURBS ARE TO BE SET AT 6" ABOVE FINISHED PAVEMENT
ELEVATIONS UNLESS OTHERWISE SPECIFIED
2. FINISHED GRADE SLOPES ARE TO BE CONSISTANTLY UNIFORM BETWEEN THE
FINISHED GRADE ELEVATIONS SHOWN.
STORM SEWER NOTE:
THE VERTICAL LOCATION OF STORM SEWER STRUCTURES SHOWN
HEREON IS AS FOLLOWS:
CURB INLETS ARE LOCATED AT THE CENTER OF THE CURB BOX AT THE GUTTER LINE
OF CURB. ALL OTHER STRUCTURES ARE LOCATED AT THE CENTER OF CASTING.
qEENMPrw Know. mars b @IOW.
Call before you dig.
IT IS AGAINST THE LAW (IC 8 -1 -26) TO
EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO
WORKING DAYS BEFORE COMMENCING
WORK,
DIAL 811
OR
1- 800 - 382 -5544
I.U.P.P.S.
P.O. Box 50392
Indianapolis, IN 46250
NOTE:
THE EXISTING FEATURES, UNDERLYING TOPOGRAPHY, SITE BOUNDARY AND EASEMENT
DATA, ETC SHOWN ON THESE PLAN SHEETS IS PROVIDED BY OTHERS AND LANDWATER
GROUP, INC. MAKES NO REPRESENTATION AS TO THE ACCURACY OF THAT BASELINE
DATA. THEREFORE, THE CONTRACTOR SHOULD VERIFY THAT EXISTING FEATURES ARE
AS SHOWN AND IMMEDIATELY REPORT ANY DESCREPENCIES TO THE McDONALD'S
CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION.
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PREPARED FOR
McDonah
M.
PROJECT NAME
McDONALD'S
USA, LLC
INDIANAPOL
REGION
SITE ID 013-01C
PROJECT LOCATION
750 E CARMEI
CARMEL, IN
PROJECT NUMBER
1116
DRAWN BY
G. LUKAS
CHECKED
0
Ln
N
CERTIFIED
NI I ISI II4
= 920256
00o I
STATE OF 1
s7DNAL
�� /nlinn
SHEEI NAME
GRADING
DRAINAG
PLAN
SHEET NUMBER
C3*C
PLAN DATE
JUNE 13, 20