HomeMy WebLinkAbout12080005.8Ii N/F
W & W PROPERTIES LLC I I
D.B_ 2010 PG. 22983
TMP #: 16- 10- 31- 00 -00- 022.001
I I
CATCH BASIN
CATCH BASIN I
TOP: 827.79' TOP: 826.40 2 I I
2.7' DEPTH .5' DEPTH
I s
I I _
I
I SANITARY SEWER __j ("I i
N/F MANHOLE z m I I
YEAGER OF CARMEL LLC I ELV: 826.36'
INV: 3.7' I I
D.B. 2010 PG. 22982 I = >
TMP #: 16- 10- 31- 00 -00- 022.000 I o w
j N89'55'00 "E, 273.60'(M &R)- W, -��.__
1 - MAG NAIL
IIIPF
5/8 RBA_ . SET) -- -- -- •-- •-- •-- •-- •-- r- r.• - -•' - - __ - • - -• -- -- •-- • - -• -- - -• - -- - -
_ , 7
- - - - - - - - - - - - - S89 °53 30 W CONC. MON.
27.41' (FOUND) z
CATCH BASIN
TOP: 828.19' ( 1 FG= 828.87 FG= 828.93 FG= 829.00 FG= 828.70 FG= 828.47 / ERGEN OVERFLOW
FG= 828.40 T ELEVA ON = 827.5
3.7' DEPTH i - 1 FG= 828.23 To 6 R ENT RIP RAP
FG= 77 FG= 828.31 I FFE= 827.90 / over 1 syd GE LE FABRIC
FG= 828. °
I I FG = M.E. 28 FG = 828.09
FG= 828.55 --
o FG= 928.24 FG= 828.00 STR AMP 1 j
BENCHMARK
M A G MNAIL A II I FG= 827.83 I T Cstg= 828.00 i STR #EX
N/F ELV: 828.01' ! CATCH BASIN
III I FG= 828.74 I j TOP: 822.95'
HARRIS NA 1 I STR #7 148 Iff of 12" STR #1 90 4.0' DEPTH
�; 6 Ift of 6 Ift f
A.M. 2007 PG. 48376 I I T Cstg= 828.40 FG= 829.00 HOPE FG= 828.82 FG= 827.97 12" PVC 1 " P C T Cstg= 824.00 I
TMP #: 16- 10- 31- 00 -00- 021.000 23.4 = FG= 828.57
FG= 828.57 12 Ift of 25 Ift o 15 HDPE 48 Ift o 15" HDP I,
I I I FG= 828.80 FG= 829.12 FG= 828.81 15" HDPE
I o
FG =829.0
-- --
245.00'(R) - J j - 1 - - - FG- 829.16 GRADE BREAK
- ----- - - - - -- - - - -- - - -- FG- 828.69
I I� FG= 828.92 FG= 828.72 STR tg 828.00
I I - Fc= 829.09 - STR #3 o j
T Cstg= 827.50
72 FG= 828.66 I �' I
El IFG= 828. �
' I
01 I FG= 828.57 I W
oI
- Q
N �� J
I I I w I I' w
=29.3 C= 829.88 FG= 828.84 C =829.45
O Z
W LL.>
FG= 828.50 FG- 828.00 fig; o
FG =B 9.28 _
Iz c� I
FG 82875 \ / w I o Z
FG= 828.63 w
\ -
FG= 829.3 FG- = 828.61 / _ y } w w
, I W
<'
h ° TW- 829 O > 3
a :D BASIN CREST Z
J FG-828.6 o
I =829.35 0 828.20 G w
----- - - - - -- F�-J _� a
I \ (III FG= 828.67 I I h w I Q
= FG= 828.50 26" DOUBLE I�
' Z ;I o
�
HA DwooD � w LLJ m
N !RC I CL
FG= 828.77 FG= 828.64 I O I m w
= 9. 7 3
LO I C\4
7 I I FG= 828.32 fG= 828.85 EO
- -- -
O I I I V) I
cn
r
_ I O I
O FG= 828.85 FG- 828.58 6
u
1 1 l f')
o
O = FG= 828.85 20" HARDWOOD I i
I ( Z I I = FG =82 . 3
FG= 828.85 I f 3
�.
FG = M.E.
j �1 �1 (D2o008) l�
w 1 I
o) I T�CRstg 827.75 McDonald's
cn l FG= 828.85 k
I Y I I I FINISHED FLOOR _
>' -
F =8 7. 7 FG= 828.85
1 I j I ELEVATION = 829.50 MFG
FG= 826.85 1 FG= 828.16 F = 28.57
_ , \ 4 G= 828.58 FG 27.56
1 z 25.?' I FG= 828.85
w l FG =8
� o _ TW= 829.40 STR • /'� \ / � �� � -
f FG= 828.67 T g =827.4
FG =829.1
(
N I FG= 827.33 i F = 1. FG= 828.67 FG 827.48
w N o� i FG =828.84 �� /�/
w o ( 4 FG =828.84 FG= 828.89 FG= 828.93 �o FG= 827.60 / /
z al _ I I FG= 828.74 �P rff FG =827. �. �/ �`.� ` ° _s
w o FG= 827.65 ,+
w z NI I FG= 827.33 I ��r `� / _� ° �,� ' �• _
W I I FG= 827.53
El
Q
w a do STR #5
20' ELECTRIC EASEMENT PER I _z F_ I I I °F T Cstg= 826.10 F G= 827.80 / �� / �/
FG= 827.71 D /� y/ SANITARY SEWER
_ I S
INSTRUMENT N0. 7349 I � Z //
�- -- - -- - - -- -- - -- - - - - - -- - - - - -- / / MANHOLE
- ELV: 829.18'
FG =82 .31 FG= 827.46 // INV. 14.1 '
1
1 Z
I i I FG = M.E.
/- IPF CAP
i
-I` -- -- - - - -- -- - - -- �- -- '--_-------------------------------
-
__ -- -- - -I` -- -- --
X202000 81
_
1 w=-
I
-
m �-
BENCHMARK B C TCH BASIN - I _w cy_
MAC NAIL T P: 825.72' o Op O'd
ELV: 826.35' r 6' DEPTH 1-
)RIVE - 245.00'(R) -
CARMEL DRIVE & PUBLIC UTILITY
EASEMENT PER INSTRUMENT NO. 40`.
�� ��_ CATCH BA CATCH BASIN I �
CATCH BASIN L(7
�9
TOP: 825 TOP: 825.87' TOP: 826.31' O p
3.3' DEPT -; '," 25' DEPTH 4.0' DEPTH I p O
O
MAC, NAIL MAC; NAIL ! (n
\� (SET) S89'55'00 "W, 154.57'(M &R) (sET) I _ _ _ _ _ _ _ _ _ _ _ _ _ _
• - - - •-- •-- •-- •- I- •-- •-- • - -• -- - -•- -r- -- - --'
E CARMEL DRIVE o
80' PUBLIC RIGHT OF WAY
pro
LEGEND
FFE
= FINISHED FLOOR
FG
= FINISHED GRADE
T Cstg
= TOP OF CASTING ® GRATE
TC
= TOP OF CURB
TW
= TOP OF SIDEWALK
M.E.
= MATCH EXISTING
- - - --
= 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.
Know Wears below. v
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
1 40 6
m
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
MCDom
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PROJECT NAME
McDONALE
USA, LLC
INDIANAK
REGION.,
SITE ID 0,13 -
PROJECT LOCATION
750 E CARN
CARMEL, IN
PROJECT NUMBER..
1116
DRAWN BY
G. LUKAS.
CHECKED
U
1 �
0
CERTIFIED
9- s M
920256
* 2 000
i STATE 01
/VDIAN�
, S'ONAL E
//7III
Ki� '✓
SHEET NAM
GRADIN
DRAINA�
PLAN
SHEET NUMBER ,
C3,01
PLAN DATE
JUNE 13, '