HomeMy WebLinkAbout043-01 Grading Drainage Plani I j
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I TYPE "J" CURB INLET w/
NEENAH R -3287 FRAME & GRATE
TOP OF CASTING = 824.69
INV OUT (12-) = 820.84
LOCATIO OF STR BOC)
N 5579
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E 845
3.89
('.t)F
- - -- - - -- --- - - N-0M45 W 15.0 Jrk ,NN N LNKr "Y'. ,
A� �n j EASEMENT
_4(4'TS DEED BOOK 306 PAGE 419 N89'50' 1 5 „E 263.29' 11� 5/8' Rf:HAf FOUND
INV 8' IV N 2 4. 0 4'N 2 0
1 - FP =825.4 FP =825. TYPE "A -MOD" AREA INLET w/
' FP =8 6.38
1 t �' z I ylr NEENAH R -3405 FRAME & GRATE
j FP= 825.34 I I I i f' { illl 41
TOP OF CASTING= 824.81
// III i I III INV IN (12') = 820.66
INV OUT (12 ") = 820.66
FP= 825.47 FP =826.4 II a * N FP =826.4 1
- - -
Pq
FP= 826.40 J/� ( ! !���� ��� i, �! r, . LOCATION (CTR OF STR)
- N 5541.30
FP= 826.30 - 1
E 8449.66
36 Ift. OF 12" I�
FINISHED FLOOR HOPE PIPE @0.5%-X I l
FP =825.5 ELEV.= 827.00 FP =826.30
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C_N f
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C FP= 825.50
2
' FP =825.50
I FP= 825.36
' FP= 825.47
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IFP= 825.471
I
= 825.47
STRUCTURE #1
TYPE "A -MOD" AREA INLET w/
NEENAH R -3405 FRAME & GRATE
TOP OF CASTING = 824.81
INV OUT (12 ") = 822.62
LOCATION (CTR OF STR)
N 5544.13
E 8260.67
FP =8;
t. OF ! 3
2 yDpE P
` !P
E
� I
�� I P- 824.80
,
S89'50'1 5 "W 321.26'
1
= 825.94
=R -- 4 �7�,
FP= 824.31
STRUCTURE 12
TYPE "J" CURB INLET w/
NEENAH R -3287 FRAME & GRATE
TOP OF CASTING= 824.22
NV IN (12 ") = 820.92
NV OUT 12"
= 820.92
_OCATION (CTR OF STR ® BOC)
V 5492.89
8426.23
BENCHMARK DATA
BM - (HM 28) COPPERWELD IN STEEL CASING AT THE INTERSECTION (A, P & OF 116th STREET AND RANGELINE ROAD
ELEV. = 819.78 (NGVD 29)
TBM #1 - CUT "X" IN NORTH SIDE OF CONCRETE AREA LIGHT BASE
LOCATED I NE WAY EAST CORNER OF SUBJECT TRACT, WEST OF PAVEMENT moo vm
ELEV. = 823.68 y_lwwu00"t'"e5
TBM #2 - CUT "X" IN NORTH SIDE OF CONCRETE AREA LIGHT BASE
LOCATED NORTH OF NORTHEAST CORNER OF SUBJECT TRACT WEST OF
PAVEMENT OF KEYSTONE WAY
ELEV. = 824.36
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.
3. THE SURVEY UPON WHICH THIS DRAWING IS BASED IS PROVIDED BY OTHERS
AND LUKAS & MANN ASSOCIATES, INC MAKES NO REPRESENTATION AS TO
THE ACCURACY OF THE SURVEY. THEREFORE, THE CONTRACTOR MUST VERIFY
THAT THE ACTUAL BASELINE TOPOGRAPHY MATCHES THAT SHOWN HEREON. ANY
DISCREPENCIES MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
OWNER.
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.
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DONATOS
PIZZA
STORE J244
z
1422 Keystone
Z
W
armel, Indiana
Cp II
C)
EXISTING STORM INLET 5
0120
$4.99
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C)
�''
REMOVE EXISTING STRUCTURE AND
STORM SEWER INLET STRUCTURES
P= M.E:��
�
REPLACE WITH A
"A
STRUCTURE NO. INLET TYPE CASTING TYPE
o
TYPE -MOD" AREA INLET w/
NEENAH R -3405 FRAME & GRATE
STR #1 INLET TYPE "A -MOD" R -3405
�I
L4
TOP OF CASTING= 821.90
STR #2 INLET TYPE "J" R- 3287 -11 V
Z Q) 4,
W o
z
Z
SET NEW BOX OVER EXISTING 15"
STR #3 INLET TYPE "J" R- 3287 -11 V
hoRM ;NI t I Ilff
z
PIPE. VERIFY 15" INVERT PRIOR
STR #4 INLET TYPE "A -MOD"
w = -fi O.) NI
FP =82 97
�
TO INSTALLING REMAINDER OF
ST ORM SEWER SYSTEM
STR #5 INLET TYPE "A -MUD" R -3405
19 Ift. OF 12'
1`>' EIE('TRIC; I A'4 Mt NI F'tK
HDPE PIPE II(
DEED ROOK 2E 9; PAGE 1.S;
i
-,- -- - - ---
v
v
HOPE PIPE ®0.5� )ADWAY PER III
j
ON _•,)RNFk �
_-- - - -
{
- - - *� - - -- - - - - -
-
NOTE: 1. ALL INLETS IN PAVED AREAS ARE TO
+�
1'
f
CLAY 3
HAVE CONCRETE APRONS.
III
N89 5015 E 60 00
_ FP =826.0
FP 825 65
-
FP 825 62
_(
I f
` `�'
PIPE f' W�RI�'S711 �r��
.
d`
ST
1 - FP =825.4 FP =825. TYPE "A -MOD" AREA INLET w/
' FP =8 6.38
1 t �' z I ylr NEENAH R -3405 FRAME & GRATE
j FP= 825.34 I I I i f' { illl 41
TOP OF CASTING= 824.81
// III i I III INV IN (12') = 820.66
INV OUT (12 ") = 820.66
FP= 825.47 FP =826.4 II a * N FP =826.4 1
- - -
Pq
FP= 826.40 J/� ( ! !���� ��� i, �! r, . LOCATION (CTR OF STR)
- N 5541.30
FP= 826.30 - 1
E 8449.66
36 Ift. OF 12" I�
FINISHED FLOOR HOPE PIPE @0.5%-X I l
FP =825.5 ELEV.= 827.00 FP =826.30
rn �
CV
C_N f
as
o
C FP= 825.50
2
' FP =825.50
I FP= 825.36
' FP= 825.47
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IFP= 825.471
I
= 825.47
STRUCTURE #1
TYPE "A -MOD" AREA INLET w/
NEENAH R -3405 FRAME & GRATE
TOP OF CASTING = 824.81
INV OUT (12 ") = 822.62
LOCATION (CTR OF STR)
N 5544.13
E 8260.67
FP =8;
t. OF ! 3
2 yDpE P
` !P
E
� I
�� I P- 824.80
,
S89'50'1 5 "W 321.26'
1
= 825.94
=R -- 4 �7�,
FP= 824.31
STRUCTURE 12
TYPE "J" CURB INLET w/
NEENAH R -3287 FRAME & GRATE
TOP OF CASTING= 824.22
NV IN (12 ") = 820.92
NV OUT 12"
= 820.92
_OCATION (CTR OF STR ® BOC)
V 5492.89
8426.23
BENCHMARK DATA
BM - (HM 28) COPPERWELD IN STEEL CASING AT THE INTERSECTION (A, P & OF 116th STREET AND RANGELINE ROAD
ELEV. = 819.78 (NGVD 29)
TBM #1 - CUT "X" IN NORTH SIDE OF CONCRETE AREA LIGHT BASE
LOCATED I NE WAY EAST CORNER OF SUBJECT TRACT, WEST OF PAVEMENT moo vm
ELEV. = 823.68 y_lwwu00"t'"e5
TBM #2 - CUT "X" IN NORTH SIDE OF CONCRETE AREA LIGHT BASE
LOCATED NORTH OF NORTHEAST CORNER OF SUBJECT TRACT WEST OF
PAVEMENT OF KEYSTONE WAY
ELEV. = 824.36
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.
3. THE SURVEY UPON WHICH THIS DRAWING IS BASED IS PROVIDED BY OTHERS
AND LUKAS & MANN ASSOCIATES, INC MAKES NO REPRESENTATION AS TO
THE ACCURACY OF THE SURVEY. THEREFORE, THE CONTRACTOR MUST VERIFY
THAT THE ACTUAL BASELINE TOPOGRAPHY MATCHES THAT SHOWN HEREON. ANY
DISCREPENCIES MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
OWNER.
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.
DON'T FIOLFsEz
DIG
BLIND
1 -800- 382 -5544
TALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft.
80
rn
DONATOS
PIZZA
STORE J244
z
1422 Keystone
Z
W
armel, Indiana
Cp II
C)
EXISTING STORM INLET 5
0120
$4.99
o
C)
�''
REMOVE EXISTING STRUCTURE AND
STORM SEWER INLET STRUCTURES
P= M.E:��
�
REPLACE WITH A
"A
STRUCTURE NO. INLET TYPE CASTING TYPE
o
TYPE -MOD" AREA INLET w/
NEENAH R -3405 FRAME & GRATE
STR #1 INLET TYPE "A -MOD" R -3405
�I
L4
TOP OF CASTING= 821.90
STR #2 INLET TYPE "J" R- 3287 -11 V
Z Q) 4,
W o
z
Z
SET NEW BOX OVER EXISTING 15"
STR #3 INLET TYPE "J" R- 3287 -11 V
hoRM ;NI t I Ilff
z
PIPE. VERIFY 15" INVERT PRIOR
STR #4 INLET TYPE "A -MOD"
w = -fi O.) NI
FP =82 97
�
TO INSTALLING REMAINDER OF
ST ORM SEWER SYSTEM
STR #5 INLET TYPE "A -MUD" R -3405
19 Ift. OF 12'
1`>' EIE('TRIC; I A'4 Mt NI F'tK
HDPE PIPE II(
DEED ROOK 2E 9; PAGE 1.S;
°
51 Ift. ' Of 12"
v
v
HOPE PIPE ®0.5� )ADWAY PER III
j
' MI)C HOOK 1`,9 PAQ 4S)1)
_. FP=
NOTE: 1. ALL INLETS IN PAVED AREAS ARE TO
�.
Lo
a
HAVE CONCRETE APRONS.
III
2. CASTING TYPE REFERS TO NEENAH FOUNDARY
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COMPANY CATALOG NUMBERS.
� II
FP =M.E.
5/8,*' kf_I3AR WfYEiLOW
CAP f OUNI) 0.1'w, O./'N
Z
3. EQUIVALENT CASTINGS BY OTHER MANUFACTURES
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MAY BE SUBSTITUTED WITH OWNER'S APPROVAL,
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LEGEND
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FP = FINISHED PAVEMENT
l 15" STORM SEWER PIPE I
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AS SHOWN ON "AS BUILT"
TC = TOP OF CURB
' DRAWINGS ON FILE WITH
CITY dF CARMEL ENGINEEIRING+
TW = TOP OF SIDEWALK
DEPARTMENT. i
I
I
M.E. = MATCH EXISTING
0
BOC = BACK OF CURB
= DRAINAGE FLOW DIRECTION
FP= 100.00 = FINISHED GRADE LABEL
DON'T FIOLFsEz
DIG
BLIND
1 -800- 382 -5544
TALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft.
80
PREPARED FOR
Oflfto
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PROJECT NAME
DONATOS
PIZZA
STORE J244
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1422 Keystone
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W
armel, Indiana
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0120
DRAWN BY
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PROJECT NAME
DONATOS
PIZZA
STORE J244
PROJECT LOCATION
1422 Keystone
Woy
armel, Indiana
PROJECT NUMBER
0120
DRAWN BY
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CERTIFIED
\\\\\\\\\ Ij i IN I I ISI1
STF,t" �,
NO-
920256��
STATE OF Jj R
NAN
/Wit
SHEET NAME
GRADING &
DRAINAGE
PLAN
SHEET NUMBER
C3
PLAN DATE
MARCH 9, 2001