HomeMy WebLinkAboutCivil Set 06211345'
PROPOSED
HALF R/W
FFE = 814.50
PROPOSED BUILDING
DRY
DETENTION
BASIN
5' PLANTING STRIP
15' PLANTING STRIP
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PLANTING PLAN
SWPPP
LIGHTING PHOTOMETRICS
PLANTING DETAILS
LEGAL DESCRIPTION
SITE DETAILS
GRADING PLAN
UTILITY PLAN
SITE PLAN
DEMOLITION PLAN
COVER SHEET
DESCRIPTION
SHEET INDEX
PROJECT DATA
HAMILTON COUNTY, INDIANA PANEL #18057C0207F DATED FEBRUARY 19,2003
THIS SITE LIES WITHIN FLOOD HAZARD ZONES X AND AE PER FIRM MAP FOR
FLOOD ZONE STATEMENT
PROJECT MAP
C100
50
COVER SHEET
VICINITY MAP
S Project Site
LOCATION MAP
SITE
SCALE: 1" = 50'
Project Information:
Project Title:Point Blank
Address: 969 N. Rangeline Road
City/Town: Carmel
County: Hamilton
Civil Township:Clay
Quarter:SW Section:19 Township:18-N Range:4-E
Latitude:
1 Longitude:
:
Project Location:Southeast corner of intersection of N. Rangeline Rd. and Cool Creek Blvd.
Project Description: Retail with associated parking with access drives.
Zoning Information
Site Zoning: B-3
Adjacent Zoning: WEST:R-1 SOUTH:I-1, B-1
EAST: PUD NORTH:B-3
Flood Information
Flood Hazard Zone: X and AE
FIRM Panel No.: 18057C0207F, FEBRUARY 19, 2003
L100
C205-C207
E100
L101
C101
C204
C203
C202
C201
C100
No.
Job No.
Date:June 20, 2013
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13048L
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BENCH MARK: U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, & Louisville
Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway
31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk,
stamped "201" and set in the top of a concrete post level with the ground.
ELEVATION = 829.53 (NGVD 1929)
CONVERTED TO 829.13 (NAVD 1988)
Cut "x" on the south/southwest bonnet hex nut of the fire hydrant located 30 fire north of the north line of the Ritter's Ice
Cream and 25 feet west of the centerline of Rangeline Road. (Set in Job W00-811)
ELEVATION - 810.74 (NAVD 1988)
TEMPORARY BENCHMARK AT SITE
The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed
tract.
ELEVATION = 820.29 (NAVD 1988)
NOTE: ALL EXISTING ELEVATIONS SHOWN ON THE WITHIN SURVEY ARE AT NAVD 1988 DATUM.
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NOTES:
1. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORM WATER
MANAGEMENT AND STORM WATER QUALITY ORDINANCES.
2. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE
FOOT OF THE PROPOSED RIGHT-OF-WAY.
3. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
4. A SITE SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
IN ACCORDANCE WITH 327-IAC-15-5 WILL BE PREPARED AND SUBMITTED
WITH THE FINAL CONSTRUCTION PLANS FOR THIS PROJECT.
SOILS MAP
(AMENDED BY LOMA JULY 3,2007)
Part of the North Half of the Southwest Quarter of Section 19, Township 18 North, Range 4 East, in
Hamilton County, Indiana, described as follows:
Beginning at a point on the West line of the Southwest Quarter of Section 19, Township 18 North,
Range 4 East 923.40 feet South 00 degrees 13 minutes 00 seconds East (assumed bearing) from the
Northwest corner thereof; thence North 89 degrees 40 minutes 00 seconds East 609.62 feet to the
centerline of a 15 foot wide permanent sewer easement, as described in an instrument recorded in
Deed Record 234, page 179 in the Office of the Recorder of Hamilton County, Indiana; thence South
01 degrees 23 minutes 00 seconds West on and along said easement centerline 180.13 feet; thence
(deflecting 19 degrees 29 minutes right, deed, 19 degrees 27 minutes 07 seconds right, measured)
South 20 degrees 50 minutes 07 seconds West on and along said easement centerline 189.90 feet,
deed (187.61 feet measured) to a point on the South line of a tract of ground conveyed to R.D.
Williams, Inc. per Warranty Deed recorded in Deed Record 260 page 225 in the Office of the Recorder
of Hamilton County, Indiana, and surveyed by Weihe Engineers, Inc. dated February 7, 1967, said
point being 537.20 feet East of the West line of said North Half; thence North 00 degrees 13 minutes
00 seconds West on and along said West line 355.00 feet to the place of beginning.
EXCEPTING THEREFROM:
A strip of ground 30 foot in width, 15 feet on each side of the following described centerline, and
containing 0.095 acres, more or less, being a part of the North Half of the Southwest Quarter of Section
19, Township 18 North, Range 4 East, Hamilton County, Indiana described as follows:
Commencing at the Southwest corner of said Quarter Section; thence North 00 degrees 03 minutes 03
seconds East (assumed bearing) 1355.83 feet along the West line of said Quarter Section to the
Southwest corner of the grantor's land to the Southeast corner of the grantor's land ; thence North 21
degrees 06 minutes 10 seconds East 187.48 feet along the Southeastern line of the grantor's lan d to a
reentrant corner of the grantor's land; thence North 01 degrees 39 minutes 03 seconds East 12.00 feet
along said East line to the point of beginning of this description; thence Northerly 70.33 feet along an
arch to the right having a radius of 125.00 feet and subtended by a long chord having a bearing of
North 04 degrees 56 minutes 06 seconds West and a length of 69.40 feet; thence North 11 degrees 10
minutes 57 seconds East 43.17 feet; thence Northerly 53.88 feet along an arch to the left having a
radius of 50.00 feet and subtended by a long chord having a bearing of North 19 degrees 41 minutes
15 seconds West and a length of 51.13 feet; thence North 50 degrees 33 minutes 26 seconds West
12.95 feet to the North line of the grantor's land. The side lines of said 30 foot strip to be extended or
shortened to meet at angle points and to terminate at said North and East lines. EXCEPT all that area
East of the East line of the grantor's land.
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
FnB2
MmB2
Sh
Total
Fox loam, 2 to 6 percent
slopes, eroded
Miami silt loam, 2 to 6
percent slopes, eroded
Shoals silt loam
for area of interest
2.2
2.2
1.8
6.2
35.8
35.4
28.7
100.0%
MmB2
FnB2
Sh
O O O O O O O O O O O O O O O O O O O O O
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Job No.
Date:June 20, 2013
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Title:
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DEMOLITION PLAN LEGEND
C101
30'
EXISTING
CONDITIONS
AND DEMOLITION
PLAN
1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED,
RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES.
2.THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR
ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF
EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND/OR RELOCATION OF
EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION
OF THE WORK SHALL BE PAID BY THE CONTRACTOR.
3.NO OPEN BURNING SHALL BE PERMITTED ON THE SITE.
4.ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRCTOR AND SHALL
BE LEGALLY DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN.
5.UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS, ALL TREES AND VEGETATION SHALL
BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. PROTECTIVE MEASURES SHALL
INCLUDE INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED
WHERE SHOWN AND AT THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY OF
AREAS WHERE HEAVY EQUIPMENT WILL OPERATE.
6.A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES
SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE.
7.TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN-PLACE SHALL BE CUT, CAPPED AND
PLUGGED. THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR
FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD.
DEMOLITION PLAN NOTES
EXISTING BUILDING
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING
CURB CUT
TO BE
REMOVED
EXISTING
CURB CUT
TO BE
RELOCATED
9 9
9 18 18 18 9
2
18 20 22
9
FFE = 814.50
PROPOSED BUILDING
DRY
DETENTION
BASIN
5' PLANTING STRIP
15' PLANTING STRIP
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O O O O O O O O O O O O O O O O O O O O O O O O
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ASPHALT PAVEMENT
IN RIGHT-OF-WAY
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IN RIGHT-OF-WAY
COMMERCIAL DRIVE
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45' BUILDING SETBACK LINE
6'
C201
30
SITE PLAN
Job No.
Date:June 20, 2013
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Title:
PR
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13048L
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BENCH MARK: U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, & Louisville
Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway
31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk,
stamped "201" and set in the top of a concrete post level with the ground.
ELEVATION = 829.53 (NGVD 1929)
CONVERTED TO 829.13 (NAVD 1988)
Cut "x" on the south/southwest bonnet hex nut of the fire hydrant located 30 fire north of the north line of the Ritter's Ice
Cream and 25 feet west of the centerline of Rangeline Road. (Set in Job W00-811)
ELEVATION - 810.74 (NAVD 1988)
TEMPORARY BENCHMARK AT SITE
The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed
tract.
ELEVATION = 820.29 (NAVD 1988)
NOTE: ALL EXISTING ELEVATIONS SHOWN ON THE WITHIN SURVEY ARE AT NAVD 1988 DATUM.
RA
N
G
E
&
G
U
N
S
H
O
P
FOR
C
I
T
Y
A
P
P
R
O
V
A
L
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
BICYCLE PARKING
REQUIRED 5 PER 100 PARKING SPACES = 2
PROVIDED BICYCLE PARKING SPACES = 4
* MINIMUM REQUIREMENT = 4
FLOOR AREA RATIO (F.A.R.)
ROOF = 0.45 ACRES
SITE = 4.71 ACRES
F.A.R. = 0.10 ACRES
A CONCRETE CURB
CONCRETE SIDEWALK
ASPHALT PAVING
ACCESSIBLE PARKING
ADA RAMP
BICYCLE PARKING
PAINTED CROSSWALK
LANDSCAPE AREA
DUMPSTER ENCLOSURE
CONCRETE STEPS
10' ASPHALT MULTI-USE PATH
B
C
D
E
F
G
H
I
J
SITE LEGEND
K
PARKING SPACES
REQUIRED PARKING SPACES = 20
PROVIDED:
STANDARD PARKING SPACES = 161
ADA PARKING SPACE = 6
TOTAL PARKING SPACES = 167
FFE = 814.50
PROPOSED BUILDING
CONNECT LATERAL
TO EXISTING 8"
SANITARY MAIN,
BORE UNDER
RANGELINE ROAD
6" PVC @ 1.04% (MIN.)
TAP EXISTING
8" WATER MAIN,
BORE UNDER
RANGELINE ROAD
COORDINATE GAS
SERVICE WITH
GAS COMPANY
DRY
DETENTION
BASIN
C.O.
Lat Lat
W W W W W W W
W
W
W
GAS GAS
W
GA
S
E T
E
E
*
*
*
*
*
*
*
**
*
*
O O O O O O O O O O O O O O O O O O O O O
O O O
XXXXX
PLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
G
W W W
E(U)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
W
W
W
W
W W
X
E(A)E(A)E(A)
X
X
X
X
X
X
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O O
O O O
O
O
O
XXX
PL
PL
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
FFE = 814.50
PROPOSED BUILDING
CONNECT LATERAL
TO EXISTING 8"
SANITARY MAIN,
BORE UNDER
RANGELINE ROAD
6" PVC @ 1.04% (MIN.)
TAP EXISTING
8" WATER MAIN,
BORE UNDER
RANGELINE ROAD
COORDINATE GAS
SERVICE WITH
GAS COMPANY
DRY
DETENTION
BASIN
C.O.
Lat Lat
W W W W W W W
W
W
W
GAS GAS
W
GA
S
E T
E
E
*
*
*
*
*
*
*
**
*
*
O O O O O O O O O O O O O O O O O O O O O
O O O
XXXXX
PLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
G
W W W
E(U)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
E(
A
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
T(
U
)
W
W
W
W
W W
X
E(A)E(A)E(A)
X
X
X
X
X
X
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O O
O O O
O
O
O
XXX
PL
PL
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
118 LF OF 15" HDPE @ 0.50%
CURB INLET
RIM ELEV. = 811.90
NW INV. = 808.40
N INV.= 807.40
E INV. = 807.15
END SECTION
SE INV. = 812.00
CURB INLET
RIM ELEV. = 812.15
W INV. = 806.55
N INV. = 807.00
E INV. = 806.45
CURB INLET
RIM ELEV. = 809.75
W INV. = 805.60
N INV. = 805.45
CURB INLET
RIM ELEV. = 809.75
S INV. = 805.10
N INV. = 805.00
CURB INLET
RIM ELEV. = 809.50
N INV.= 805.00
S INV. = 804.65
E INV. = 804.40
END SECTION
E INV. = 804.00
6
1
L
F
O
F
1
2
"
H
D
P
E
@
5
.
9
%
170 LF OF 15" HDPE @ 0.50%
94
L
F
O
F
1
8
"
H
D
P
E
@
0
.
2
5
%
11
7
L
F
O
F
1
8
"
H
D
P
E
@
0
.
3
0
%
66 LF OF 24" HDPE @ 0.30%
61
L
F
O
F
1
5
"
H
D
P
E
@
1
.
0
0
%
31 LF OF 24"
HDPE @ 0.32%
19
5
L
F
O
F
6
"
S
S
D
@
1
.
0
0
%
18
5
L
F
O
F
6
"
S
S
D
@
1
.
0
0
%
BASIN OUTLET
RIM ELEV. = 805.50
6" ORIFICE INV. = 801.65
12" ORIFICE INV. = 804.00
6" SSD INV. = 800.75
SE INV. = 800.65
INLET
RIM = 812.00
S INV. = 809.00
94
L
F
O
F
1
2
"
H
D
P
E
@
1
.
7
5
%
CURB INLET
RIM ELEV. = 809.00
S INV. = 805.50
11
0
L
F
O
F
1
2
"
H
D
P
E
@
0
.
4
5
%
S
D
S
D
SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
D
508
509 D.S.
507
506
505
504
502
D.S.
D.S.
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-o
-
o
o-
o
-
o
o-
o
-
o
o
-
o
-
o
o-o-
o
501
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-o
-
o
510
511
Job No.
Date:June 20, 2013
Scale:
Sheet:
FO
R
CO
N
S
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A
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S
96
9
N
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R
a
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a
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O
H
4
5
2
4
2
PR
E
P
A
R
E
D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
13048L
83
6
5
K
e
y
s
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4
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(
3
1
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)
2
0
2
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0
8
6
4
PO
I
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B
L
A
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RA
N
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E
&
G
U
N
S
H
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P
FOR
C
I
T
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A
P
P
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O
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A
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NO
T
F
O
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C
O
N
S
T
R
U
C
T
I
O
N
C202
30
UTILITY PLAN
SD
T
C.O.
D.S.
DESCRIPTIONDESCRIPTION
LEGEND OF PROPOSED UTILITY IMPROVEMENTS
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY FEATURES LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS [ ].
NOTES:
100
FFE = 814.50
PROPOSED BUILDING
CONNECT LATERAL
TO EXISTING 8"
SANITARY MAIN,
BORE UNDER
RANGELINE ROAD
6" PVC @ 1.04% (MIN.)
TAP EXISTING
8" WATER MAIN,
BORE UNDER
RANGELINE ROAD
COORDINATE GAS
SERVICE WITH
GAS COMPANY
DRY
DETENTION
BASIN
5' PLANTING STRIP
15' PLANTING STRIP
C.O.
Lat Lat
W W W W W W W
W
W
W
GAS GAS
W
GA
S
E T
E
E
*
*
*
*
*
*
*
*
*
*
*
O O O O O O O O O O O O O O O O O O
O O O
O O O
XXXXX
PLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
P
L
X
X
X
X
X
X
X
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O O O
O
O
O
XXX
PL
PL
BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL
L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.
L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.
10
'
B
U
I
L
D
T
O
L
I
N
E
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
10
'
B
U
I
L
D
T
O
L
I
N
E
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
813.20
813.70
1.
0
0
2.
0
811.85
812.35
812.40
812.90
812.00
812.50
813.30
813.80
2.00
814.48 813.60
814.103.00
1.50
812.85
813.352.
8
0
1.75
813.40
813.90
813.60
814.10
813.70 1.50
813.20
813.70
3.00
RI
D
G
E
813.30
813.80
2.20
2.00
2.00
810.70
811.20
2.0
0
2.
0
0
810.00
810.50
2.0
0
810.85
811.35
811.90
812.40 2.00
812.50
813.00
2.50
811.00
811.50 1.60
1.
5
0
1.7
5
1.5
0
810.85
811.35
2.00
2.0
0
811.00
811.50
809.75
810.25
2.
0
0
1.50
2.30
2.0
0
812.75
813.25
812.80
813.30
DRY DETENTION
BASIN
INV. = 801.65
100 YR ELEV. =
805.60
813.90
814.00
814.48
814.48
814.40
812.80
813.40
814.40
813.20
813.00813.20
813.20
813.20
814.00
2.60 1.50
811.85
812.35
810.90
811.40
810.65
811.15
810.65
811.15
2.00
3.0
0
811.10
811.60
S
D
S
D
SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
D
508
509 D.S.
507
506
505
504
502
D.S.
D.S.
o
-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o
-
o
-
o
o-o
-
o
501
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
o-
o
-
o
510
511
813.30
813.05
813.55
814.48
814.48
814.48
814.00
813.30
813.80
810.65
811.15
812.90
813.40
811.45
811.95
813.40
810.45
810.95
811.10
811.50
811.00
811.50
809.10
809.60
811.10
811.60
811.00
811.50
813.60
814.10
813.20
813.70
813.20
813.70
813.20
813.70
812.10
812.60
8
1
1
81
2
81
1 81
0
810
8
1
1
81
0
81
1
81
0
81
1
80
4
80
5
80
6
80
7
80
8
80
9
807
808
806
80
8
80
3
8
0
3
80
3
80
5
80
8
C203
30
GRADING PLAN
Job No.
Date:June 20, 2013
Scale:
Sheet:
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96
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S
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Ca
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B
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10
9
3
0
D
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R
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Ci
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a
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i
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O
H
4
5
2
4
2
PR
E
P
A
R
E
D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13048L
83
6
5
K
e
y
s
t
o
n
e
C
r
o
s
s
i
n
g
,
S
u
i
t
e
2
0
1
In
d
i
a
n
a
p
o
l
i
s
,
I
N
.
4
6
2
4
0
(
3
1
7
)
2
0
2
-
0
8
6
4
PO
I
N
T
B
L
A
N
K
BENCH MARK: U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, & Louisville
Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway
31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk,
stamped "201" and set in the top of a concrete post level with the ground.
ELEVATION = 829.53 (NGVD 1929)
CONVERTED TO 829.13 (NAVD 1988)
Cut "x" on the south/southwest bonnet hex nut of the fire hydrant located 30 fire north of the north line of the Ritter's Ice
Cream and 25 feet west of the centerline of Rangeline Road. (Set in Job W00-811)
ELEVATION - 810.74 (NAVD 1988)
TEMPORARY BENCHMARK AT SITE
The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed
tract.
ELEVATION = 820.29 (NAVD 1988)
NOTE: ALL EXISTING ELEVATIONS SHOWN ON THE WITHIN SURVEY ARE AT NAVD 1988 DATUM.
RA
N
G
E
&
G
U
N
S
H
O
P
FO
R
C
I
T
Y
A
P
P
R
O
V
A
L
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Job No.
Date:June 20, 2013
Scale:
Sheet:
FO
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96
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S
DA
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DE
S
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C204
SITE
DETAILS
*
*
*
*
*
*
*
**
*
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O O O O O O O O O O O O O O O O O O O O O
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PL
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BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL
L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.
L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.
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CONSTRUCTION
ENTRANCE
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WASHOUT
TP TP TP
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C205
30
SWPPP PHASE 1
INITIAL MEASURES
EROSION CONTROL NOTES
1.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE
CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION
ACTIVITY AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE
CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK
AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES
AND LOCATIONS OF MEASURES AS SHOWN.
2.UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON
SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION.
3.SEE SHEET C207 FOR DETAILS REFERENCED ON THIS SHEET.
4.PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION
FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES.
5.IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES,
ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED
WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE
DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER.
6.THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND
SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON
ADJOINING ROADWAYS.
7.TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER
DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A
PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO
TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE
TEMPORARILY SEEDED.
8.SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER
THAN ACTUAL SIZE.
9.DISTURBED AREAS AND STOCKPILES THAT ARE TO REMAIN IDLE FOR MORE THAN 14 DAYS
SHALL BE STABILIZED WITH TEMPORARY SEEDING.
10.EROSION CONTROL WITHIN INDIVIDUAL LOTS SHALL BE THE RESPONSIBILITY OF THE HOME
BUILDER WHO SHALL BE REQUIRED TO IMPLEMENT MEASURES TO CONTROL THE LOSS OF
SEDIMENT FROM THE LOT IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE INDIANA
HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS.
LINE TYPE / SYMBOL DESCRIPTION
(SEDIMENT FENCE)
SILT FENCE
EC-2SF
TREE PROTECTION FENCETP
WITH MULCH
TEMPORARY SEEDING
LINE TYPE / SYMBOL DESCRIPTION
EROSION CONTROL LEGEND
CONTACT PERSON
ADDRESS
CITY, STATE ZIP
Ph: (___) - ___ - _____
CONTACT: _____________________
EC-25
CONCRETE WASHOUT
EC-12, EC-12A
Job No.
Date:June 20, 2013
Scale:
Sheet:
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Title:
PR
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:
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13048L
PO
I
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T
B
L
A
N
K
BENCH MARK: U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, & Louisville
Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway
31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk,
stamped "201" and set in the top of a concrete post level with the ground.
ELEVATION = 829.53 (NGVD 1929)
CONVERTED TO 829.13 (NAVD 1988)
Cut "x" on the south/southwest bonnet hex nut of the fire hydrant located 30 fire north of the north line of the Ritter's Ice
Cream and 25 feet west of the centerline of Rangeline Road. (Set in Job W00-811)
ELEVATION - 810.74 (NAVD 1988)
TEMPORARY BENCHMARK AT SITE
The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed
tract.
ELEVATION = 820.29 (NAVD 1988)
NOTE: ALL EXISTING ELEVATIONS SHOWN ON THE WITHIN SURVEY ARE AT NAVD 1988 DATUM.
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FFE = 814.50
PROPOSED BUILDING
DRY
DETENTION
BASIN
5' PLANTING STRIP
15' PLANTING STRIP
*
*
*
*
*
*
*
**
*
*
O O O O O O O O O O O O O O O O O O O O O
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L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.L.S.E.
10
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118 LF OF 15" HDPE @ 0.50%
CURB INLET
RIM ELEV. = 811.90
NW INV. = 808.40
N INV.= 807.40
E INV. = 807.15
END SECTION
SE INV. = 812.00
CURB INLET
RIM ELEV. = 812.15
W INV. = 806.55
N INV. = 807.00
E INV. = 806.45
CURB INLET
RIM ELEV. = 809.75
W INV. = 805.60
N INV. = 805.45
CURB INLET
RIM ELEV. = 809.75
S INV. = 805.10
N INV. = 805.00
CURB INLET
RIM ELEV. = 809.50
N INV.= 805.00
S INV. = 804.65
E INV. = 804.40
END SECTION
E INV. = 804.00
6
1
L
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2
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94
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66 LF OF 24" HDPE @ 0.30%
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19
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18
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BASIN OUTLET
RIM ELEV. = 805.50
6" ORIFICE INV. = 801.65
12" ORIFICE INV. = 804.00
6" SSD INV. = 800.75
SE INV. = 800.65
INLET
RIM = 812.00
S INV. = 809.00
94
L
F
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2
"
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D
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@
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.
7
5
%
CURB INLET
RIM ELEV. = 809.00
S INV. = 805.50
11
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.
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S
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507
506
505
504
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511
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2
81
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0
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1
80
4
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5
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6
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7
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SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
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F
S
F
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SF
SF
SF
SFSFSF
TP
TP
TPTPTP
CONSTRUCTION
ENTRANCE
CONCRETE
WASHOUT
SF
C206
30
SWPPP PHASE 2
FINAL MEASURES
EROSION CONTROL NOTES
1.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE
CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION
ACTIVITY AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE
CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK
AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES
AND LOCATIONS OF MEASURES AS SHOWN.
2.UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON
SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION.
3.SEE SHEET C207 FOR DETAILS REFERENCED ON THIS SHEET.
4.PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION
FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES.
5.IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES,
ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED
WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE
DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER.
6.THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND
SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON
ADJOINING ROADWAYS.
7.TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER
DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A
PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO
TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE
TEMPORARILY SEEDED.
8.SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER
THAN ACTUAL SIZE.
9.DISTURBED AREAS AND STOCKPILES THAT ARE TO REMAIN IDLE FOR MORE THAN 14 DAYS
SHALL BE STABILIZED WITH TEMPORARY SEEDING.
10.EROSION CONTROL WITHIN INDIVIDUAL LOTS SHALL BE THE RESPONSIBILITY OF THE HOME
BUILDER WHO SHALL BE REQUIRED TO IMPLEMENT MEASURES TO CONTROL THE LOSS OF
SEDIMENT FROM THE LOT IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE INDIANA
HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS.
CONTACT PERSON
ADDRESS
CITY, STATE ZIP
Ph: (___) - ___ - _____
CONTACT: _____________________
1.BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION
FOR FILTER STRIPS IN PERIMETER AREAS.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
3.INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET
PROTECTION PRACTICES FOR EXISTING STORM STRUCTURES.
4.STRIP TOPSOIL IN AREAS OF TEMPORARY SEDIMENT BASINS. EXCAVATE SEDIMENT BASINS AND
INSTALL EMERGENCY SPILLWAYS AND PRIMARY DISCHARGE STRUCTURES. TEMPORARY SEED
BASIN SLOPES AND BOTTOM. CONSTRUCT DIVERSIONS TO DIRECT RUNOFF FROM SITE TO THE
BASIN.
5.STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND
REMOVE EXCESS FROM THE SITE. SEED STOCKPILES.
6.BEGIN MASS EARTHWORK. CONSTRUCT TEMPORARY DIVERSIONS TO DIRECT RUNOFF TO
SEDIMENT BASINS. INSTALL STORM SEWER OUTLETS FOR DRY DETENTION BASINS, COMPLETE
GRADING OF PONDS, INSTALL EROSION CONTROL BLANKETS AND SEED POND BANKS.
7.INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS
ARE INSTALLED.
8.COMPLETE MASS GRADING. SEED LOTS AND COMMON AREAS AS SHOWN ON PLAN.
9.INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED.
10.INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT-OF-WAYS AND OTHER
DISTURBED AREAS NOT PREVIOUSLY SEEDED.
11.INSTALL UTILITIES.
12.FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN.
13.PROVIDE EROSION AND SEDIMENT CONTROL DURING HOME SITE CONSTRUCTION. SEED AND SOD
HOME SITES PER PLAN.
14.REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
15.MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
LINE TYPE / SYMBOL
PERMANENT SEEDING
TEMPORARY SEEDING
WITH MULCH
WITH MULCH
COARSE AGGREGATE
6 INCHES OF 2"-3"
TEMPORARY
CONSTRUCTION ENTRANCE
(20'W x 50'L) Minimum - EC-22
(SEE LANDSCAPE PLAN FOR
EXCLUDED AREAS SUCH AS
PLANTING BEDS AND AREAS
TO BE SODDED)
RIPRAP
SF EC-2
TEMPORARY CURB INLET PROTECTION
TEMPORARY DROP INLET PROTECTION
TP TREE PROTECTION FENCE
GRADING LIMITS
SILT FENCE
(SEDIMENT FENCE)
EROSION CONTROL LEGEND
LINE TYPE / SYMBOLDESCRIPTION DESCRIPTION
EROSION CONTROL SEQUENCE AND NOTES
4:1 - 3:1 SLOPES
BLANKET - S75
PERMANENT SEEDING
WITH EROSION CONTROL
EC-25
CONCRETE WASHOUT
EC-12, EC-12A
DIP
CIP
OUTLET PROTECTION
ROCK CHUTE
EC-7
Job No.
Date:June 20, 2013
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13048L
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BENCH MARK: U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, & Louisville
Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway
31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk,
stamped "201" and set in the top of a concrete post level with the ground.
ELEVATION = 829.53 (NGVD 1929)
CONVERTED TO 829.13 (NAVD 1988)
Cut "x" on the south/southwest bonnet hex nut of the fire hydrant located 30 fire north of the north line of the Ritter's Ice
Cream and 25 feet west of the centerline of Rangeline Road. (Set in Job W00-811)
ELEVATION - 810.74 (NAVD 1988)
TEMPORARY BENCHMARK AT SITE
The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed
tract.
ELEVATION = 820.29 (NAVD 1988)
NOTE: ALL EXISTING ELEVATIONS SHOWN ON THE WITHIN SURVEY ARE AT NAVD 1988 DATUM.
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SWPPP
DETAILS
Job No.
Date:June 20, 2013
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13048L
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MmB2 Miami silt loam, 2 to 6 percent slopes, eroded
This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil
is located rises on till plains; slopes are 2 to 6 percent. The native vegetation is hardwood
forest. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0
percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches.
Available water capacity is moderate (6.1 inches in the upper 60 inches). The pH of the surface
layer in non-limed areas is 5.1 to 6.5. Droughtiness and water erosion are management
concerns for crop production. This soil is designated potential highly erodible (class 2) in the
Highly Erodible Land (HEL) classification system.
FnB2 Fox loam, 2 to 6 percent slopes, eroded
The Fox component makes up 100 percent of the map unit. Slopes are 0 to 2 percent. This
component is on terraces. The parent material consists of loamy outwash over sandy and
gravelly outwash. Depth to a root restrictive layer, strongly contrasting textural stratification, is
20 to 40 inches. The natural drainage class is well drained. Water movement in the most
restrictive layer is moderately high. Available water to a depth of 60 inches is moderate.
Shrink-swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of
water saturation within a depth of 72 inches. Organic matter content in the surface horizon is
about 2 percent. Nonirrigated land capability classification is 2e. This soil does not meet hydric
criteria. The calcium cardonate equivalent within 40 inches, typically, does not exceed 40
percent.
Ge Genesee silt loam, 0 to 2 percent slopes
This well drained soil has a seasonal high water table at 4.0 to 6.0 ft.This soil is located on
floodplains. Slopes are 0 to 2 percent. The native vegetation is hardwoods.. The surface layer is
silt loam and has moderate organic matter content (2.0 to 4.0 percent). Permeability is moderate
(0.6 to 2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high
(11.6 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 6.6 to
7.8. The flooding hazard is a management concern for crop production. Because of the flooding
hazard, this soil has a severe limitation for most non-ag uses.
Sh, Shoals silt loam
This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil
is located on flood plains; slopes are 0 to 2 percent. The native vegetation is hardwood forest.
The surface layer is silt loam and has moderate organic matter content (2.0 to 4.0 percent).
Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above 6o inches. Available
water capacity is high (11.6 inches in the upper 60 inches). The pH of the surface layer in
non-limed areas is 6.0 to 7.3. Wetness and flooding hazard are management concerns.
Because of the flooding hazard, this soil has a severe limitation for most non-ag uses.
SOILS MAP
SCALE: 1" =
EC-MA
SCALE: N/A
SWPPP SCHEDULEEC-SCH
Practice BMP Description Applicability Maintenance Installation Sequence
1 Schedule Pre-con with Jurisdictional Entity All Sites N/A Before Construction
2 Construction Access All Sites As Needed Prior To Clearing and Grading
3 Tree Preservation and Protection Nearly All Sites Weekly, After Storm Events and As Needed Prior To Clearing and Grading
4 Temporary Gravel Construction Entrance Pad All Sites As Needed Prior To Clearing and Grading
5 Wheel Wash All Sites Daily Prior To Clearing and Grading
6 Silt Fence Small Drainage Areas Weekly, After Storm Events and As Needed Prior To Clearing and Grading
7 Temporary Diversion Up-slope and down-slope sides of construction site,
above disturbed slopes within construction site Weekly, After Storm Events and As Needed Along with Rough Grading
8 Rock Check Dam 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading
9 Temporary Slope Drain Sites with cut or fill slopes Weekly, After Storm Events and As Needed Along with Rough Grading
10 Straw Bale Dam Small drainage areas Weekly, After Storm Events and As Needed Along with Rough Grading
11 Surface Roughening Sites with slopes that are to be stabilized with
vegetation Weekly, After Storm Events and As Needed After Rough Grading
12 Temporary Seeding Areas of bare soil where additional work is not
scheduled to be performed for a minimum of 15 days Water As Needed After Rough Grading
13 Temporary Sediment Trap 5 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading
14 Temporary Sediment Basin 30 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading
15 Fabric Drop Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
16 Basket Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
17 Sandbag Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
18 Outlet Protection All Sites Weekly, After Storm Events and As Needed After Each Outlet is placed
19 Mulching Temporary surface stabilization As Needed, After Storm Events After Finish Grading
20 Erosion Control Blanket (Surface)Temporary surface stabilization, anchor for mulch Weekly, After Storm Events and As Needed After Finish Grading
21 Seed, Sod and Landscape All Sites Water As Needed After Finish Grading
22 Dewatering Structure Sites requiring dewatering As Needed As Needed
23 Dust Control All Sites Daily
24 Spill Prevention and Control All Sites Daily Duration of Project
25 Solid Waste Management All Sites Daily Duration of Project
26 Hazardous Waste Management All Sites Daily Duration of Project
27 Removal of Inlet Protection All Sites N/A After All areas draining to these
areas are stabilized
28 Removal of Silt Fence All Sites N/A After All areas draining to these
areas are stabilized
SWPPP Sequence and Maintenance Schedule
Duration of Project
LARGE-HEADED NAIL.
4" MINIMUM DEPTH.
SCALE: NONE
SEAL CURB BOX
FILTER FABRIC
METAL BASKET WITH
EC-4A BASKET CURB INLET PROTECTION
MAINTENANCE
1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT.
2. REMOVE BUILT-UP SEDIMENT AND REPLACE GEOTEXTILE FABRIC AFTER EACH STORM EVENT.
3. PERIODICALLY REMOVE SEDIMENT AND TRACKED-ON SOIL FROM THE STREET (NOT BY
FLUSHING) TO REDUCE
THE SEDIMENT LOAD ON CURB INLET MEASURES.
CURB INLET
12'-0"
FLOW
FLO
W
FLO
W
BIO FILTER BAGS
BIO FILTER BAGS
CURB INLET
CON
C
.
C
U
R
B
CON
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C
U
R
B
SILT FENCE,
SCALE: NONE
CURB INLET PROTECTIONEC-4B
OR BIO LOG
MAINTENANCE
1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS
PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN),
2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND
STABILIZE IT.
OR BIO LOG(S)
WELDED WIRE INLET PROTECTION
MAINTENANCE
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE
NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS,
CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED
AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
EC-3B
SILT PROTECTION FOR DITCH GRATE
(NEENAH R-4342) CASTINGS.
#4 GAGE WIRE
SCALE: NONE
FILTER FABRIC
YARD CASTING
GRASS
INLET
EC-3C FABRIC DROP INLET PROTECTION
SCALE: NONE
PLAN
ELEVATION
3'
M
A
X
.
1'
M
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.
2"x2" INTERIOR REINFORCEMENT
2"x2" OR 2"x4" WOOD POSTS
OR STEEL FENCE POSTS
NON-WOVEN FILTER FABRIC.
ATTACHED TO ALL SIDES.
NOTES:
DIMENSIONS OF BOX WILL VARY ACCORDING
TO THE SIZE OF INLET AND DEPTH OF BASE.
BURIED FABRIC
1.
5
'
M
A
X
.
3.
SCALE: NONE
CONCRETE WASHOUTEC-25
WOOD POST 3"x3"x8'
3
8" TREATED PLYWOOD
48" x 24" PAINTED WHITE
BLACK LETTER 6" HEIGHT
SECTION
2.
1.
NOTE:
WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN.
DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED
OF BY APPROVED METHODS.
THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY.
3'
BERM
12" FILTREXX FILTER SOCK
STAKE (TYP.)
10 MIL. PLASTIC LINING
LATH & FLAGGING ON
ALL SIDES
10 MIL. PLASTIC LINING
TO EXTEND TO FILTREXX
FILTER SOCK
SECTION LINE
STAKE (TYP.)
BERM
12" FILTREXX
FILTER SOCK
(WWW.FILTREXX.COM)
10' MIN.
10' MIN.
PLAN
CONCRETE
WASHOUT
SCALE: NONE
ROCK CHUTE OUTLET PROTECTIONEC-7
MAINTENANCE
1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT FOR STONE DISPLACEMENT AND
EROSION AT THE
SIDES AND ENDS OF THE APRON.
2. MAKE REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PLACE THEM
ABOVE FINISHED
GRADE.
MAINTENANCE
1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR
EROSION AT THE SIDES AND ENDS OF THE APRON.
DANDY BAG DETAILSEC-3A
SCALE: NONE
DANDY BAG
Installation: Remove the grate from catch basin. If using optional oil absorbents; place
absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and
place the grate into the Dandy Bag II so that the grate is below the top straps and above the
lower straps. Holding the lifting devices, insert the grate into the inlet.
Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each
storm event. After each storm event and at regular intervals, look into the Dandy Bag II. If the
containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit,
lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil
absorbents; replace absorbent when near saturation.
Installation and Maintenance Guidelines
MONOFILAMENT
DUMPING STRAP
REMOVAL OF CONTENTS
ALLOWS FOR EASY
DANDY BAG
LIFT STRAPS
AN ORANGE WOVEN
STANDARD FABRIC IS
II
DANDY BAG
II
II
CLOSURE
VELCROTO ENCLOSE GRATE
FLAP FOLDS OVER
IS AN ORANGE
WOVEN MONOFILIMENT
GRATE
STRAPS
ALLOW EASY
MOVEMENT
OF UNIT
WITH GRATE
DANDY BAGGRATE
LIFTING
STANDARD FABRIC
DANDY BAG
R
Installation and Maintenance Guidelines
DANDY BAG
Installation: The empty Dandy Bag should be placed over the grate as the grate stands on
end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom
(below-grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure
flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting
devices to support the entire weight of the grate), place the grate into its frame.
Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit
after each storm event. Remove sediment that has accumulated within the containment area
of the Dandy Bag as needed. If using optional oil absorbents; remove and replace absorbent
pillow when near saturation.
OTHER THAN IN THE SHADED AREAS USE MULCH
IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES
** INCREASE SEEDING APPLICATION BY 50%
* LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED
NOV.DEC.
NOV.DEC.
OCT.SEP.JUL.AUG.
OCT.SEP.JUL.AUG.
REMARKS
WET
21
DROUGHTY
2
1
12
SITE SUITABILITY*
WELL
DRAINED
MAYFEB.MAR.APR.
MAYFEB.MAR.APR.
JAN.
OATS
JAN.
TEMPORARY SEEDING DATES
PERMANENT SEEDING DATES
WHEET OR RYE
ANNUAL RYEGRASS
NON-IRRIGATED*
ACRE
2 BU.
3 BU.
40 LB.1 LB.
SPRING OATS
1,000 SF
3.5 LBS.
2.3 LBS.
.8
LBS/
1,000 SF
.6
.12
.4
.4
SEEDING RATE
15
LBS/
ACRE
15
25
5
35
SPECIES
LEVEL AND SLOPING, OPEN AREAS
DORMANT SEEDING**
TYPE OF SEED
WHEET OR RYE
ANNUAL RYEGRASS
3. KENTUCKY BLUEGRASS
CREEPING RED FESCUE
2. TALL FESCUE
RED CLOVER
1. TALL FESCUE
IRRIGATED
TEMPORARY SEEDING RATE
PERMANENT SEEDING MIXTURES
JUN.
JUN.
COVER SEED 1"-1 1/2" DEEP
COVER SEED 1" DEEP
COVER SEED 1/4" DEEP
SUITABLE pH
5.8-7.5
5.5-8.3
5.5-8.3
2
1
1
2
2
1
12
SCALE: NONE
.8
.6
.9
.25
4.0
4.0
.9
35
25
10
40
170
40
170
5. TALL FESCUE
KENTUCKY BLUEGRASS
EMERALD CROWNVETCH**
6. KENTUCKY BLUEGRASS
7. PERENNIAL RYEGRASS
CREEPING RED FESCUE
8. TALL FESCUE
(TURF TYPE)
EC-SC SEASONAL SOIL PROTECTION CHART
5.5-8.3
5.8-7.5
5.0-7.5
5.5-8.3
SEEDED PREPARATION
APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED.
APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF
(APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST
APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER
AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH.
WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A
HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE.
DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12-12-12) UNLES SOIL TEST SHOW
A DEFICIENCY IN PHOSPHOROUS.
SEEDING
SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT
SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT
SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN
BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS
ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART.
2125.8-7.5.4154. TALL FESCUE
GEOTEXTILE FABRIC
or A
S
R
E
Q
U
I
R
E
D
2-3" COARSE AGGREGATE
MAINTENANCE REQUIREMENTS
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND/OR
HEAVY USE.
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOPDRESS WITH CLEAN STONE AS NEEDED.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY
BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR BASIN.
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EC-22
3.
5.
4.
2.
1.
50'
ROAD
PUBLIC
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: NONE
6" COMPACTED
or AS
R
E
Q
U
I
R
E
D
20'
FLAT INLET
SCALE: NONE
FLAT INLET PROTECTIONEC-3D
MAINTENANCE
1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS
PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN),
2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND
STABILIZE IT.
BIO FILTER BAGS,
BIO LOG(S), FILTER
TUBES, OR INLET
FILTER (MAT)
SILT FENCE
JOINT LAP
DETAIL
SECTION
TO ATTATCH SILT FENCE
COMPACTED SOIL
MAINTENANCE
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE,
REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS
LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND
SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
SILT FENCE BARRIER INSTALLATION
DRIVE STAKES IN TRENCH
EC-2
BACKFILL AND
COMPACT SOIL.
EXCAVATE A 4" X 8"
STEP 3:
DEEP TRENCH
STEP 1:
6' c-c
4"
8"
FLOW
SILT FENCE
STEP 2:
SCALE: NONE
18"min.
2" x 2" STAKE
FASTEN FABRIC TO STAKES
AND BURY BOTTOM 8" INTO
2" X 2"
STAKES
DUTY FABRIC
NON-WOVEN HEAVY
SECTION
NOTE: THE SLICING METHOD IS AN ACCEPTABLE ALTERNATIVE
THE TRENCH
STAKE
SILT FENCE
SCALE: NONE
EC-6 GRAVEL END SECTION PROTECTION
1'
(
M
I
N
)
5' PLANTING STRIP 15' PLANTING STRIP9
9
918
18
18
9 2
18
20
22
9
XXXXX
PL
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PL
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R/W R/W R/W R/W R/W R/W1COORDINATE GASSERVICE WITHGAS COMPANY (2) Abi-c
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969 N. Rangeline Road
REVISIONS
DATE DESCRIPTIONMARK
Carmel, IN
Point Blank Range &
Gunshop
10930 Deerfield Road
Cincinnati, OH 45242
PREPARED BY:Ti
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PREPARED FOR:
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8365 Keystone Crossing, Suite 201
Indianapolis, IN. 46240 (317) 202-0864
POINT BLANK
RANGE & GUNSHOP
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Parking Perimeter:2 trees and 30 shrubs per 100 l.f.East: 200 l.f.4 trees required, 4 trees provided60 shrubs required, 60 providedNorth: 90 l.f.2 trees required, 2 trees provided27 shrubs required, 27 shrubs prov
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Buffers: Only rear buffer is required per Ch
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throughout construction.
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FOR
CONSTRUCTION PLANS
969 N. Rangeline Road
REVISIONS
DATE DESCRIPTIONMARK
Carmel, IN
Point Blank Range &
Gunshop
10930 Deerfield Road
Cincinnati, OH 45242
PREPARED BY:Ti
t
l
e
:
PREPARED FOR:
13
0
4
8
L
8365 Keystone Crossing, Suite 201
Indianapolis, IN. 46240 (317) 202-0864
POINT BLANK
RANGE & GUNSHOP