HomeMy WebLinkAbout04 Grading & Drainage PlanSTORM SEWER STRUCTURE DATA TABLE
STR.
NO.
STRUCTURE
TYPE
CASTING
TYPE
PIPE ELEVATIONS
GRADE
CONNECT TO
STRUCT.
REMARKS
L.F.
SIZE
TYPE
TC
UPSTM
DNSTM
709
CURB INLET
R -3275
190
12"
HDPE
753.71
750.46
748.65
0.95
708
708
CURB INLET
R -3275
254
18"
HDPE
752.25
748.65
747.76
0.35
707
707
CURB INLET
R -3275
26
18"
HDPE
752.58
747.76
747.67
0.35
706
STR. 706 IS AN END SECTION
705
CURB INLET
R -3275
79
12"
HDPE
752.31
749.31
748.92
0.50
704
704
CURB INLET
R 3275
19
15"
HDPE
752.21
748.92
748.85
0.35
703
STR. 703 IS AN END SECTION
702
STORM INLET
36
12"
HDPE
750.40
748.00
747.50
1.39
701
STR. 701 IS AN END SECTION
4
75513
tr 1:1
F.71
jx 749.1
750.16
79' 12' HDPE
0.50% LOPE
Y -'t
ES INV= 748.85 Bottom Elev.
740.00
2 YR.= 749.15
10 YR.= 749.72
00 Y .48
x 751.40
x 752.27
x 752.86
x 752.09
PROPOSED 4" UNDERDRAIN
FOR ALL PROPOSED CURB
x 752.04
x 753.14
7.11
G
752.22
x 753.69
G
15'- 1:'HIPE
01.33% SLOE
11' 18' HDPE
0.36% SLOPE
i 4.- 'J4;4 ;i
75208 G 707
=gat WrEi
MI MI WA111111.1111.1
x •2.74N
r
x 754,42
x 753,46
x 754.57
63.75
CO
7
756.49 N.,
4" UNDERORAIN
x 7 5.28
753.29
752.08
6/03/04
Notes per CED Comments
TOM WOOD BAUER DFUVE LOT
Clay Tomei*
Drawn By
MFH
Hampton County,
decked By
AES
1700.00 1
700.50
700.00
t
a
tt
a
tri
703 Aj
TC =750.0
15' INV =748,
Emergency i
Overflow
Spillway
702
TC= 750.00
12' INV= 747.60
4' INV 747,60 x
701,
12' ES= 747.47
x!751(39
EXISTING
DITCH
FLOWLINE
128 CYDS.
OF RIPRAP
TC
GUT
x
x 749,28
7 250 6
LEGEND
749.35
752.07
749.45
PROPOSED STORM SEWER
ENTERPRISE LEASING CO
LAND
x x 749.43
749.40
FOR ALL PROPOSED CURB
x 7511.52
ALL OTHER FINISHED GRADES
TOP OF CURB GRADE /GUTTER GRADE
MATCH EXISTING GRADE
ANfTARi' MANHOLE
x754.51-
x 754.59
754.71
4" UNDERDRAIN
753
x 751.45
PANY OF INDIANAPOLIS INC.
J SE: B -6
--°x 75101
Hiifa149R�1 s
7
751
x 751.27
0' FRONT YARD
S 00'000" E 750.16
CONCRETE ----v.
rf1U
4- 749.82
SETS
TC= 752.10
INV 747
Tt ,Y MANHOLE
4,,00'O0 E
5751
755.12
Tc
G
x752.27
im►Lm 732
751
750.24
ASPHALT
1
MARE DRIVE
GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST
LAND USE: B-6
30
x7
REPLACE ANY DAMAGED UNDERDRAINS
UNDER THE EXISTING STREET
FOUND WHILE REPLACING CURBS W/
DEPRESSED CURBS.
750-
North
0
x 750.75 x75095,_
446.41'
1754 48 1754.81 c
1 G
15
30
752.15
GRAPHIC SCALE
60
IN FEET
1 inch 30 ft.
EDMUND W. MA TIN W/ R. KINNICK
LAND USE: B -6
754.31
.q
751
120
x 752.60 I
L1!
53.71
r ST
53.44
753.55
1752.89
41 '709
T 753.71
I f V 752 =750 48
f p
1,
752.46
1q 751.65
N 751.54
190' 12' HIiPE,/
e 0.95% SLOPr,77
8
22 7 6 52.2
=748.
he 750
M INLET
ND
5
75150
751.60
751.06
z
FLOOD MAP INFORMATION,
FLOOD INSURANCE RATE MAP
THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY
FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED
AREAS, PANEL 236, MAP 18057CO236F, EFFECTIVE DATE
FEBRUARY 19, 2003. tHE SITE IS ZONED "X".
BENCHMARK INFORMATION
HAM 0-30
A BRONZE PLATE SET IN THE SOUTH END OF THE WEST PARAPET OF AN 18 FOOT SLAB AT
THE TOP OF A CULVERT UNDER SR 431, ALSO, 0.8 MILES NORTH OF MARION HAMILTON
COUNTY UNE ON SR 431. 2.8 MILES SOUTH OF SR 234, GREENFIELD DISTRICT. ELEVATION
773.50.
ELEVATION 743.12
CP #1 MAG NAIL SET IN EAST ASPHALT PAVEMENT AT GUTTER UNE OF MARIE DRIVE
APPROXIMATELY 25' WEST OF A 36" PIPE UNDER MARIE DRIVE. ELEVATION 754.38,
CP#2 MAG NAIL SET IN ASPHALT AT THE APPROXIMATE INTERSECTION OF THE EAST GUTTER
UNE OF MARIE DRIVE EXTENDED AND THE SOUTH GUTTER LINE OF BAUER DRIVE EXTENDED.
ELEVATION 753.78.
CP 13 MAG NAIL SET IN ASPHALT, APPROXIMATE 3' NORTH OF THE BACK OF CURB OF
BAUER DRIVE WEST, NORTH OF A TELEPHONE PEDESTAL. ELEVATION 751.09.
REPLACE ANY DAMAGED UNDERDRAINS
UNDER THE EXISTING STREET
FOUND WHILE REPLACING CURBS W/
DEPRESSED CURBS.
\i11II111
S K 40; 19
No,
880573
•off••. STATE OF
{1
GRADING AND DRANACE NOTES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES EXCEPT WHERE
SHOWN.
2. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.0
3. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING VEG1TATION.
4. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS NOTED.
5. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES
PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE
PERPETUATED INTO STORM SEWER SYSTEM. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
6. FILL UNDER LAWN AREAS SHALL BE COMPACTED TO AT LEAST 90 PERCENT
STANDARD PROCTOR DENSITY (ASTM D- 1557). FILL UNDER BUILDING AND
PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT
STANDARD PROCTOR DENSITY (ASTM D- 1557).
7. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIES PRIOR TO
THE START OF CONSTRUCTION IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED. THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL, OR IMPORTING
OF EARTH.
8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5'
OF PAVED AREAS IS TO BE BACKFILLED WITH GRANULAR MATERIAL.
9. STANARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY SHALL
APPLY FOR ALL STROM SEWER CONSTRUCTION.
falcon
ENGINEERING, INC.
A CW
ISAV
w I HHAThE
"DON'T DIG BLIND"
"IT THE LAW
INDIANA UNDERGROUND PROTECTION SERVICE. INC.
Call 1-800- 382 5544
2 Working Days
Before You Dig.
13110 Promise Road, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
Date March 29, 2004
No.
100.0
1 30'
Sheet No. 4 OF 1 0
MAIREVONT TIVEILDISVEI
SO :HSI' (INIV'l
1
i
f
gi-
77
t}.0`,
:6
t
t
4
75513
tr 1:1
F.71
jx 749.1
750.16
79' 12' HDPE
0.50% LOPE
Y -'t
ES INV= 748.85 Bottom Elev.
740.00
2 YR.= 749.15
10 YR.= 749.72
00 Y .48
x 751.40
x 752.27
x 752.86
x 752.09
PROPOSED 4" UNDERDRAIN
FOR ALL PROPOSED CURB
x 752.04
x 753.14
7.11
G
752.22
x 753.69
G
15'- 1:'HIPE
01.33% SLOE
11' 18' HDPE
0.36% SLOPE
i 4.- 'J4;4 ;i
75208 G 707
=gat WrEi
MI MI WA111111.1111.1
x •2.74N
r
x 754,42
x 753,46
x 754.57
63.75
CO
7
756.49 N.,
4" UNDERORAIN
x 7 5.28
753.29
752.08
6/03/04
Notes per CED Comments
TOM WOOD BAUER DFUVE LOT
Clay Tomei*
Drawn By
MFH
Hampton County,
decked By
AES
1700.00 1
700.50
700.00
t
a
tt
a
tri
703 Aj
TC =750.0
15' INV =748,
Emergency i
Overflow
Spillway
702
TC= 750.00
12' INV= 747.60
4' INV 747,60 x
701,
12' ES= 747.47
x!751(39
EXISTING
DITCH
FLOWLINE
128 CYDS.
OF RIPRAP
TC
GUT
x
x 749,28
7 250 6
LEGEND
749.35
752.07
749.45
PROPOSED STORM SEWER
ENTERPRISE LEASING CO
LAND
x x 749.43
749.40
FOR ALL PROPOSED CURB
x 7511.52
ALL OTHER FINISHED GRADES
TOP OF CURB GRADE /GUTTER GRADE
MATCH EXISTING GRADE
ANfTARi' MANHOLE
x754.51-
x 754.59
754.71
4" UNDERDRAIN
753
x 751.45
PANY OF INDIANAPOLIS INC.
J SE: B -6
--°x 75101
Hiifa149R�1 s
7
751
x 751.27
0' FRONT YARD
S 00'000" E 750.16
CONCRETE ----v.
rf1U
4- 749.82
SETS
TC= 752.10
INV 747
Tt ,Y MANHOLE
4,,00'O0 E
5751
755.12
Tc
G
x752.27
im►Lm 732
751
750.24
ASPHALT
1
MARE DRIVE
GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST
LAND USE: B-6
30
x7
REPLACE ANY DAMAGED UNDERDRAINS
UNDER THE EXISTING STREET
FOUND WHILE REPLACING CURBS W/
DEPRESSED CURBS.
750-
North
0
x 750.75 x75095,_
446.41'
1754 48 1754.81 c
1 G
15
30
752.15
GRAPHIC SCALE
60
IN FEET
1 inch 30 ft.
EDMUND W. MA TIN W/ R. KINNICK
LAND USE: B -6
754.31
.q
751
120
x 752.60 I
L1!
53.71
r ST
53.44
753.55
1752.89
41 '709
T 753.71
I f V 752 =750 48
f p
1,
752.46
1q 751.65
N 751.54
190' 12' HIiPE,/
e 0.95% SLOPr,77
8
22 7 6 52.2
=748.
he 750
M INLET
ND
5
75150
751.60
751.06
z
FLOOD MAP INFORMATION,
FLOOD INSURANCE RATE MAP
THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY
FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED
AREAS, PANEL 236, MAP 18057CO236F, EFFECTIVE DATE
FEBRUARY 19, 2003. tHE SITE IS ZONED "X".
BENCHMARK INFORMATION
HAM 0-30
A BRONZE PLATE SET IN THE SOUTH END OF THE WEST PARAPET OF AN 18 FOOT SLAB AT
THE TOP OF A CULVERT UNDER SR 431, ALSO, 0.8 MILES NORTH OF MARION HAMILTON
COUNTY UNE ON SR 431. 2.8 MILES SOUTH OF SR 234, GREENFIELD DISTRICT. ELEVATION
773.50.
ELEVATION 743.12
CP #1 MAG NAIL SET IN EAST ASPHALT PAVEMENT AT GUTTER UNE OF MARIE DRIVE
APPROXIMATELY 25' WEST OF A 36" PIPE UNDER MARIE DRIVE. ELEVATION 754.38,
CP#2 MAG NAIL SET IN ASPHALT AT THE APPROXIMATE INTERSECTION OF THE EAST GUTTER
UNE OF MARIE DRIVE EXTENDED AND THE SOUTH GUTTER LINE OF BAUER DRIVE EXTENDED.
ELEVATION 753.78.
CP 13 MAG NAIL SET IN ASPHALT, APPROXIMATE 3' NORTH OF THE BACK OF CURB OF
BAUER DRIVE WEST, NORTH OF A TELEPHONE PEDESTAL. ELEVATION 751.09.
REPLACE ANY DAMAGED UNDERDRAINS
UNDER THE EXISTING STREET
FOUND WHILE REPLACING CURBS W/
DEPRESSED CURBS.
\i11II111
S K 40; 19
No,
880573
•off••. STATE OF
{1
GRADING AND DRANACE NOTES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES EXCEPT WHERE
SHOWN.
2. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.0
3. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING VEG1TATION.
4. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS NOTED.
5. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES
PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE
PERPETUATED INTO STORM SEWER SYSTEM. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
6. FILL UNDER LAWN AREAS SHALL BE COMPACTED TO AT LEAST 90 PERCENT
STANDARD PROCTOR DENSITY (ASTM D- 1557). FILL UNDER BUILDING AND
PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT
STANDARD PROCTOR DENSITY (ASTM D- 1557).
7. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIES PRIOR TO
THE START OF CONSTRUCTION IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED. THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL, OR IMPORTING
OF EARTH.
8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5'
OF PAVED AREAS IS TO BE BACKFILLED WITH GRANULAR MATERIAL.
9. STANARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY SHALL
APPLY FOR ALL STROM SEWER CONSTRUCTION.
falcon
ENGINEERING, INC.
A CW
ISAV
w I HHAThE
"DON'T DIG BLIND"
"IT THE LAW
INDIANA UNDERGROUND PROTECTION SERVICE. INC.
Call 1-800- 382 5544
2 Working Days
Before You Dig.
13110 Promise Road, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
Date March 29, 2004
No.
100.0
1 30'
Sheet No. 4 OF 1 0
MAIREVONT TIVEILDISVEI
SO :HSI' (INIV'l