HomeMy WebLinkAboutCivil Plans - OriginalPROPOSED
BUILDING
FFE = 850.75
PROPOSED
DETENTION POND
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SWPPP PHASE 1 - INITIAL MEASURES
LEGAL DESCRIPTION
SITE DETAILS
GRADING PLAN
UTILITY PLAN
SITE PLAN
DEMOLITION PLAN
COVER SHEET
DESCRIPTION
SHEET INDEX
PROJECT DATA
COUNTY, INDIANA PANEL #18057C0209F DATED FEBRUARY 19,2003
THIS SITE LIES WITHIN FLOOD HAZARD ZONES X PER FIRM MAP FOR HAMILTON
FLOOD ZONE STATEMENT
PROJECT MAP
C100
40
COVER SHEET
VICINITY MAP
S Project Site
LOCATION MAP
SITE
Project Information:
Project Title:Point Blank
Address: 1250 W. City Center Drive
City/Town: Carmel
County: Hamilton
Civil Township:Clay
Quarter:NE Section:35 Township:18-N Range:3-E
Latitude:
1 Longitude:
:
Project Location:North side of City Center Drive, between Pennsylvania Street and Hancock Street.
Project Description: R etail with associated parking and access drives.
Zoning Information
Site Zoning: B-3
Adjacent Zoning: WEST:B-3 SOUTH:M-3
EAST: M-3 NORTH:B-3
Flood Information
Flood Hazard Zone: X
FIRM Panel No.: 18057C0209F
C101
C204
C203
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C201
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No.
Job No.
Date:September 20, 2013
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13080L
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IHSC bronze disk on a concrete post projecting 1.5 ft out of the ground along US 31, 2.6 miles north of I-465, 0.7 miles
south of 131st Street, 83 ft west of centerline of southbound lane of US 31
BM ELEVATION = 867.46 NAVD 88
Magnail set in the pavement at the northeast end of existing parking lot, 8.3 feet south of a capped rebar at the property
corner and 1 foot west of the edge of pavement.
BM ELEVATION = 851.22
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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.
Being a part of the Northeast quarter of Section 35, Township 18 North, Range 3 East, Hamilton
County, Indiana and more particularly described as follows:
Commencing at the Southwest corner of the Northeast Quarter, Section 35, Township 18 North,
Range 3 East, North 89 degrees 05 minutes 32 seconds East for a distance of 1326.70 feet to the
Southeast corner of the West half of the said Northeast Quarter; thence along the east line of said
West half North 00 degrees 10 minutes 05 seconds East for a distance of 542.05 feet to the north
line of City Center Drive and the point of beginning: Thence South 89 degrees 05 minutes 32
seconds West for a distance of 380.24 feet; thence North 00 degrees 02 minutes 59 seconds for a
distance of 47.10 feet to the point of curvature; thence 174.50 feet along a curve to the left with
a radius of 580.64 feet to the point of curvature; thence 235.06 feet along a curve to the right
with a radius of 819.43 feet; thence North 00 degrees 02 minutes 25 seconds West for a distance
of 3.98 feet; thence North 89 degrees 22 minutes 28 seconds East for a distance of 444.32 feet to
the east line of said west half; thence South 00 degrees 10 minutes 05 seconds West for a
distance of 453.15 feet to the point of beginning. Containing 4.276 acres more or less.
Br Brookston Silty Clay Loam
CrA Crosby silt loam,
0 to 3 percent slopes
PROJECT SOIL SURVEY
Br
CrA
CrA
SOILS MAP
CrA
SWPPP PHASE 2 - FINAL MEASURES
SWPPP DETAILSC207
C206
C205
SWPPP DETAILS and INFORMATIONC208
STORMWATER DETENTION PLANC501
SANITARY MANHOLE
IE: UNABLE TO OBTAIN
SANITARY MANHOLE
17
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30
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TP TP TP TP TP TP TP TP
TP
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Job No.
Date:September 20, 2013
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
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M187-Indiana State Highway Commission, stamped MAR G-299. A bronze plate set in the NW corner of the S bound
lane bridge of I-65 over St. Clair Street.
BM ELEVATION = 737.36 NAVD
Magnail set in the pavement at the northeast end of existing parking lot, 8.3 feet south of a capped rebar at the property
corner and 1 foot west of the edge of pavement.
BM ELEVATION = 851.22
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EXISTING
CONDITIONS and
DEMOLITION PLAN
SAWCUT AND REMOVE EXISTING PAVEMENT
REMOVE EXISTING BOLLARD AND RETURN TO OWNER
DEMOLITION PLAN LEGEND
INDICATES PAVEMENT REMOVAL
CONSTRUCTION LIMITS
TREE PRESERVATIONTP
1.EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE, INCLUDING
PAVEMENT REMOVAL.
2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE
REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION
ACTIVITIES.
3.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.
4.NO OPEN BURNING SHALL BE PERMITTED ON THE SITE.
5.THE OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED. IF OWNER
FORFEITS RIGHTS, ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF
THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS
OTHERWISE SHOWN.
6.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.
7.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.
8.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.
9.COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION ELSEWHERE ON THE
PROJECT SITE.
10.ALL FOUNDATIONS, SLABS, STRUCTURAL STEEL, MASONRY, SIDEWALKS, RETAINING
WALLS, CURBS, APPARATUSES, ETC., WITHIN THE DESIGNATED DEMOLITION LINES
SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN
PROPOSED FOOTPRINT SHALL BE COORDINATED WITH THE BUILDING DRAWINGS.
11.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS FOR PEDESTRIANS
AND VEHICLE TRAFFIC. THE CONTRACTOR WILL MAINTAIN ALL UTILITY SERVICES TO
ALL BUSINESSES. IF UTILITY SERVICES MUST BE INTERRUPTED, THE CONTRACTOR
SHALL COORDINATE THAT SHUTDOWN TO MINIMIZE IMPACT TO THE BUSINESS AND
EXISTING FACILITIES. COORDINATE SHUTDOWN AT LEAST ONE WEEK IN ADVANCE
WITH BUSINESS, OWNERS REPRESENTATIVE AND FACILITY MANAGER.
12.ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL
OR SHOULD THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTRACTOR SHALL
PROTECT ALL EXISTING UTILITIES TO REMAIN. ALL UTILITIES WITHIN THE PROPOSED
BUILDING FOOTPRINT WILL BE REMOVED UNLESS OTHERWISE NOTED.
13.MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, FRAMES COVERS AND
GRATES REMAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES.
14.REMOVE EXISTING UTILITIES ONLY AFTER CRITICAL NEW SYSTEMS ARE IN PLACE AND
OPERATIONAL (I.E. STORM DRAINAGE, SERVICES TO EXISTING STRUCTURES). IT IS
THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER REMOVAL, INCLUDING
SAFE SEQUENCING OF REMOVAL FOR UTILITIES. CONTRACTOR SHALL MAINTAIN
POSITIVE DRAINAGE AT ALL TIMES.
15.FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE REMOVED, PLACE AND
COMPACT STRUCTURAL BACKFILL WITHIN TRENCH.
DEMOLITION PLAN NOTES
F
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B
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REMOVE EXISTING TREEC
PROTECT EXISTING STORM SEWERE
REMOVE EXISTING TREES AND BRUSH TO PROPERTY LINE
PROTECT EXISTING FIBER OPTIC
G RELOCATE EXISTING TELEPHONE STRUCTURES
INDICATES REMOVAL OF TREES/BRUSH
60' FRONT BUILDING SETBACK LINE
10
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PROPOSED NEW PROPERTY LINE
CITY CENTER DRIVE
PROPOSED
BUILDING
FFE = 850.75
PROPOSED
DETENTION POND
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NORMAL POND = 843.00
6
80.00'70.00'
18.00'25.00'18.00'
90
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18.00'25.00'18.00'
18
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18.00'25.00'18.00'
51
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25.00'
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9 9
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70.00'
90.00'90.00'
70.00'
6.00'
11.00'
6.00'
11.00'
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10.00'
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1 1
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Date:September 20, 2013
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Title:
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13080L
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IHSC bronze disk on a concrete post projecting 1.5 ft out of the ground along US 31, 2.6 miles north of I-465, 0.7 miles
south of 131st Street, 83 ft west of centerline of southbound lane of US 31
BM ELEVATION = 867.46 NAVD 88
Magnail set in the pavement at the northeast end of existing parking lot, 8.3 feet south of a capped rebar at the property
corner and 1 foot west of the edge of pavement.
BM ELEVATION = 851.22
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C201
30'
SITE PLAN
BICYCLE PARKING
REQUIRED 5 PER 100 PARKING SPACES = 2
PROVIDED BICYCLE PARKING SPACES = 4
* MINIMUM REQUIREMENT = 4
PARKING SPACES
REQUIRED PARKING SPACES = 20
PROVIDED:
STANDARD PARKING SPACES = 109
ADA PARKING SPACE = 5
TOTAL PARKING SPACES = 114
1.ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN
2.ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN.
3.DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL
UNLESS OTHERWISE SHOWN.
4.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED
PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION.
5.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.
6.PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE
PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN.
7.SEE SHEET C204 FOR DETAILS REFERENCED ON THIS SHEET.
8.TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED
WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 x THE WIDTH OF THE WALK.
9.EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL
LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL,
COLUMN, ETC.
10.CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN
CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS
GREATER THAN 1.5 x THE WIDTH OF THE WALK.
SITE DEVELOPMENT PLAN NOTES
1.THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS
THAT HAVE NOT BEEN SECURED BY THE OWNER.
2.THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY
THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET
FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK.
3.LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED
FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS
VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT
BEEN VERIFIED. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD
LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES.
THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY
PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF
CONSTRUCTION.
4.THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL
PAY THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND/OR RECONNECTION
OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK.
5.MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS,
LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS.
6.TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE
CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. TYPE
"C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR DEVICES IN USE AT
NIGHT.
GENERAL SITE NOTES
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2
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PAVEMENT STRIPING - PAINTED ISLAND
PAVEMENT STRIPING - 24" STOP BAR
RIGHT-OF-WAY PAVEMENT SECTION
HEAVY DUTY ASPHALT PAVEMENT SECTION
ADA RAMP
6" STRAIGHT CURB
SITE PLAN KEY NOTE LEGEND
SITE PLAN DESCRIPTION
LINE TYPE/
SYMBOL
DETAIL
REFERENCE
4" PAINT STRIPE - WHITE
MATCH EXISTING CURB, PAVEMENT, SIDEWALK, SITE FEATURE
8" STONE SECTION
KEY
SIGN - STOP
TRAFFIC ARROW
(2) 6'Hx8'W BLACK PVC COATED CHAINLINK SWING GATES
REGULAR DUTY ASPHALT PAVEMENT SECTION
CONCRETE STOOP
CONCRETE SIDEWALK
SCREEN WALL
ADA RAMP
SIGN - HCAP
DUMPSTER ENCLOSURE
HANDICAP PARKING SYMBOL
PARKING BUMPER
ACCESS ROAD PAVEMENT SECTION
BOLLARD
COMBINED WALK AND CURB
22
23
24
BICYCLE RACK
25
TRANSFORMER PAD26
PAINTED ISLAND
LANDSCAPE
27
28
LOT COVERAGE
MAXIMUM ALLOWABLE = 80%
PROPOSED = 48%
C.O.
La
t
La
t
W
W
W
W
W
WW
GA
S
GA
S
GA
S
GA
S
GASGAS
UG
E
UG
E
UG
E
UG
E
U
G
E
U
G
E
UGEUGE
PROPOSED
BUILDING
FFE = 850.75
PROPOSED
DETENTION POND
17
24
23 29
30
21
16
151312
11
14
18
10
22 25
26
27
28
20
19
Str-(500)
RIM: 848.53'
IE OUT: 845.39' - 12" Pipe
Str-(501)
RIM: 847.89'
IE IN: 844.89' - 12" Pipe
IE OUT: 844.39' - 18" Pipe
S
D
S
D
6
2
'
o
f
1
2
"
-
R
C
P
@
0
.
8
0
%
Str-(502)
RIM: 847.70'
IE IN: 844.19' - 18" Pipe
IE OUT: 844.09' - 18" Pipe
SD
SD
SD
10
0
'
o
f
1
8
"
-
R
C
P
@
0
.
2
0
%
Str-(503)
RIM: 849.82'
IE IN: 843.86' - 18" Pipe
IE IN: 843.50' - 18" Pipe
IE OUT: 843.40' - 24" Pipe
SD
SD
SD
94
'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
SD
SD
SD
114' of 2
4
"
-
R
C
P
@
0
.
2
0
%
Str-(506)
IE OUT: 843.00' - 24" Pipe
13' of 24"-RCP @ 0.37%
Str-(507)
RIM: 845.89'
IE OUT: 844.09' - 12" Pipe
Str-(508)
RIM: 847.05'
IE IN: 843.93' - 12" Pipe
IE OUT: 843.83' - 18" Pipe
S
D
5
3
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
Str-(509)
RIM: 848.67'
IE IN: 843.74' - 18" Pipe
IE OUT: 843.64' - 18" Pipe
SD
45' of
1
8
"
-
R
C
P
@
0
.
2
0
%
S
D
55'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
Str-(511)
RIM: 847.34'
IE OUT: 844.34' - 12" Pipe
Str-(512)
RIM: 848.89'
IE IN: 843.95' - 12" Pipe
IE OUT: 843.85' - 18" Pipe
SD
SD
SD
SD
13
0
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
S
D
S
D
S
D
S
D
120' of 18"-RCP @ 0.20%
Str-(510)
RIM: 849.44'
IE IN: 843.61' - 18" Pipe
IE OUT: 843.51' - 18" Pipe
Str-(505)
RIM: 847.45'
IE IN: 843.05' - 24" Pipe
IE OUT: 843.05' - 24" Pipe
Str-(504)
RIM: 848.19'
IE IN: 843.34' - 18" Pipe
IE IN: 843.17' - 24" Pipe
IE OUT: 843.07' - 24" Pipe
Str-(516)
RIM: 846.33'
IE OUT: 843.00' - 18" Pipe
Str-(517)
IE OUT: 842.00' - 18" Pipe
S
D
S
D
S
D
S
D
S
D
S
D
S
D
2
1
3
'
o
f
1
8
"
-
R
C
P
@
0
.
4
7
%
5' of 24"-RCP @ 0.39%
S
D
S
D
86' of 18"-RCP @ 0.20%
P
R
O
P
O
S
E
D
P
R
I
V
A
T
E
D
R
I
V
E
ME
C
H
Y
A
R
D
6"
W
6"
W
C.O.
FDC
NORMAL POND = 843.00
Str-(500)
RIM: 848.53'
IE OUT: 845.39' - 12" Pipe
Str-(501)
RIM: 847.89'
IE IN: 844.89' - 12" Pipe
IE OUT: 844.39' - 18" Pipe
S
D
S
D
6
2
'
o
f
1
2
"
-
R
C
P
@
0
.
8
0
%
Str-(502)
RIM: 847.70'
IE IN: 844.19' - 18" Pipe
IE OUT: 844.09' - 18" Pipe
SD
SD
SD
10
0
'
o
f
1
8
"
-
R
C
P
@
0
.
2
0
%
Str-(503)
RIM: 849.82'
IE IN: 843.86' - 18" Pipe
IE IN: 843.50' - 18" Pipe
IE OUT: 843.40' - 24" Pipe
SD
SD
SD
94
'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
SD
SD
SD
114' of 2
4
"
-
R
C
P
@
0
.
2
0
%
Str-(506)
IE OUT: 843.00' - 24" Pipe
13' of 24"-RCP @ 0.37%
Str-(507)
RIM: 845.89'
IE OUT: 844.09' - 12" Pipe
Str-(508)
RIM: 847.05'
IE IN: 843.93' - 12" Pipe
IE OUT: 843.83' - 18" Pipe
S
D
5
3
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
Str-(509)
RIM: 848.67'
IE IN: 843.74' - 18" Pipe
IE OUT: 843.64' - 18" Pipe
SD
45' of
1
8
"
-
R
C
P
@
0
.
2
0
%
S
D
55'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
Str-(511)
RIM: 847.34'
IE OUT: 844.34' - 12" Pipe
Str-(512)
RIM: 848.89'
IE IN: 843.95' - 12" Pipe
IE OUT: 843.85' - 18" Pipe
SD
SD
SD
SD
13
0
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
S
D
S
D
S
D
S
D
120' of 18"-RCP @ 0.20%
Str-(510)
RIM: 849.44'
IE IN: 843.61' - 18" Pipe
IE OUT: 843.51' - 18" Pipe
Str-(505)
RIM: 847.45'
IE IN: 843.05' - 24" Pipe
IE OUT: 843.05' - 24" Pipe
Str-(504)
RIM: 848.19'
IE IN: 843.34' - 18" Pipe
IE IN: 843.17' - 24" Pipe
IE OUT: 843.07' - 24" Pipe
Str-(516)
RIM: 846.33'
IE OUT: 843.00' - 18" Pipe
Str-(517)
IE OUT: 842.00' - 18" Pipe
S
D
S
D
S
D
S
D
S
D
S
D
S
D
2
1
3
'
o
f
1
8
"
-
R
C
P
@
0
.
4
7
%
5' of 24"-RCP @ 0.39%
S
D
S
D
86' of 18"-RCP @ 0.20%
E2G1
W1
W1
S4
S3
S2
S1
PIV
W2
E1
Job No.
Date:September 20, 2013
Scale:
Sheet:
FO
R
CO
N
S
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C
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P
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12
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PR
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P
A
R
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D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
13080L
83
6
5
K
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C202
30'
UTILITY PLAN
UTILITY NOTES
1.REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF
UTILITIES WITHIN 5 FEET OF BUILDING.
2.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS
SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES
BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE
EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR
SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER.
3.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS
MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
4.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT
ALL BENDS, TEES AND HYDRANTS PER THE DETAILS.
5.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES AND
ROUNDED TO THE NEAREST FOOT.
6.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END
OF END SECTIONS.
7.WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING
VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE
CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE.
8.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12
INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE
TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
9.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD
EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION
OF THE STRUCTURE.
10.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING
REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO
THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN.
11.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A
CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS
FROM THE EDGE OF THE CASTING PER THE DETAILS.
12.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH
GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND
PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL
VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE
CROSSING UTILITIES.
The utilities shown hereon have been located from field survey information and existing
drawings. The surveyor makes no guarantee that the utilities shown comprise all such
utilities in the area, either in service or abandoned. The surveyor further does not
warrant that the utilities shown are in the exact location indicated although he does
certify that they are located as accurately as possible from information available.
UTILITY STATEMENT:
SANITARY SEWER NOTES
ELECTRIC NOTES
TYPE I CLEANOUT, INV. 845.75
TRANSFORMERE1
S1
S2 6" PVC SANITARY LATERAL @ 1.00% (MIN.)
UTILITY KEY NOTE LEGEND
WATER NOTES
TAP EXISTING WATER MAIN. BORE UNDER CITY CENTER DRIVE.W1
W2 DOMESTIC SERVICE (SIZE TO BE DETERMINED)
NATURAL GAS NOTES
COORDINATE GAS SERVICE WITH GAS SERVICEG1
COORDINATE SERVICE WITH ELECTRIC COMPANYE2
S3 6$1,7$5</$7(5$/&211(&7,21,19
TO BE BACKFILLED PER CITY OF CARMEL STANDARDS WITHIN RIGHT-OF-WAY
S4 TYPE III CLEANOUT
60' FRONT BUILDING SETBACK LINE
10
'
S
I
D
E
B
U
F
F
E
R
Y
A
R
D
1
0
'
S
I
D
E
B
U
F
F
E
R
Y
A
R
D
PROPOSED NEW PROPERTY LINE
CITY CENTER DRIVE
C.O.
La
t
La
t
W
W
W
W
W
WW
GA
S
GA
S
GA
S
GA
S
GASGAS
UG
E
UG
E
UG
E
UG
E
U
G
E
U
G
E
UGEUGE
PROPOSED
BUILDING
FFE = 850.75
PROPOSED
DETENTION POND
17
24
23 29
30
21
16
151312
11
14
18
10
22 25
26
27
28
20
19
T:848.67
B:848.17
T:850.15
B:849.65
T:850.04
B:849.54
T:849.16
B:848.66
T:849.36
B:848.86
T:849.18
B:848.68
T:847.40
B:846.90
T:849.03
B:848.53
T:847.80
B:847.30
T:848.98
B:848.48
T:849.85
B:849.35
T:850.06
B:849.56
T:849.92
B:849.42
T:848.11
B:847.61
T:847.84
B:847.34
T:847.96
B:847.46
T:848.16
B:847.66
T:848.88
B:848.38
T:848.97
B:848.47
T:849.90
B:849.40
T:849.99
B:849.49
T:850.26
B:849.76
T:850.06
B:849.56
849.29
849.56
848.75
848.86
T:850.50
B:850.00
T:849.48
B:848.98
T:849.38
B:848.88
T:849.27
B:848.77
T:849.25
B:848.75
T:850.07
B:849.57
T:850.15
B:849.65
T:849.71
B:849.21
T:849.74
B:849.24
T:849.03
B:848.53
T:849.69
B:849.19
T:850.44
B:849.94
T:850.44
B:849.94
T:850.44
B:849.94
T:850.44
B:849.94
T:850.44
B:849.94
T:849.77
B:849.27
T:849.98
B:849.48
T:848.43
B:847.93
T:849.74
B:849.24
850.62850.50
T:848.65
B:848.15
T:848.21
B:847.71
T:848.65
B:848.15
T:848.84
B:848.34
T:848.39
B:847.89
T:848.84
B:848.34
T:849.80
B:849.30
T:849.95
B:849.45
T:850.47
B:849.97 T:849.75
B:849.25
T:849.71
B:849.21
T:849.35
B:848.85
T:849.42
B:848.92
T:849.21
B:848.71
T:848.64
B:848.14T:849.65
B:849.15
T:849.99
B:849.49
T:849.99
B:849.49
850.25
850.25
850.25
850.75
850.75850.75
850.75
850.53
850.41
850.10
849.03
849.59
849.95
849.59
849.83
850.13
849.77
849.25
848.41
847.02
846.45
846.15
846.13
846.38
847.00
T:846.38
B:845.88
T:848.39
B:847.89
T:849.93
B:849.43
T:849.30
B:848.80
T:849.88
B:849.38
846.50
T:849.03
B:848.53
S
D
S
D
6
2
'
o
f
1
2
"
-
R
C
P
@
0
.
8
0
%
SD
SD
SD
10
0
'
o
f
1
8
"
-
R
C
P
@
0
.
2
0
%
SD
SD
SD
94
'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
SD
SD
SD
114' of 2
4
"
-
R
C
P
@
0
.
2
0
%
Str-(506)
IE OUT: 843.00' - 24" Pipe
13' of 24"-RCP @ 0.37%
S
D
5
3
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
SD
45' of
1
8
"
-
R
C
P
@
0
.
2
0
%
S
D
55'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
SD
SD
SD
SD
13
0
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
S
D
S
D
S
D
S
D
120' of 18"-RCP @ 0.20%
Str-(517)
IE OUT: 842.00' - 18" Pipe
S
D
S
D
S
D
S
D
S
D
S
D
S
D
2
1
3
'
o
f
1
8
"
-
R
C
P
@
0
.
4
7
%
5' of 24"-RCP @ 0.39%
S
D
S
D
86' of 18"-RCP @ 0.20%
T:849.50
B:849.00
848.89
T:846.39
B:845.89
T:847.74
B:847.24
T:846.88
B:846.38
T:847.77
B:847.27
T:846.90
B:846.40
T:847.25
B:846.75
T:848.99
B:848.49
T:850.11
B:849.61
T:848.79
B:848.29
P
R
O
P
O
S
E
D
P
R
I
V
A
T
E
D
R
I
V
E
ME
C
H
Y
A
R
D
6"
W
6"
W
C.O.
FDC
NORMAL POND = 843.00
T:848.67
B:848.17
T:850.15
B:849.65
T:850.04
B:849.54
T:849.16
B:848.66
T:849.36
B:848.86
T:849.18
B:848.68
T:847.40
B:846.90
T:849.03
B:848.53
T:847.80
B:847.30
T:848.98
B:848.48
T:849.85
B:849.35
T:850.06
B:849.56
T:849.92
B:849.42
T:848.11
B:847.61
T:847.84
B:847.34
T:847.96
B:847.46
T:848.16
B:847.66
T:848.88
B:848.38
T:848.97
B:848.47
T:849.90
B:849.40
T:849.99
B:849.49
T:850.26
B:849.76
T:850.06
B:849.56
849.29
849.56
848.75
848.86
T:850.50
B:850.00
T:849.48
B:848.98
T:849.38
B:848.88
T:849.27
B:848.77
T:849.25
B:848.75
T:850.07
B:849.57
T:850.15
B:849.65
T:849.71
B:849.21
T:849.74
B:849.24
T:849.03
B:848.53
T:849.69
B:849.19
T:850.44
B:849.94
T:850.44
B:849.94
T:850.44
B:849.94
T:850.44
B:849.94
T:850.44
B:849.94
T:849.77
B:849.27
T:849.98
B:849.48
T:848.43
B:847.93
T:849.74
B:849.24
850.62850.50
T:848.65
B:848.15
T:848.21
B:847.71
T:848.65
B:848.15
T:848.84
B:848.34
T:848.39
B:847.89
T:848.84
B:848.34
T:849.80
B:849.30
T:849.95
B:849.45
T:850.47
B:849.97 T:849.75
B:849.25
T:849.71
B:849.21
T:849.35
B:848.85
T:849.42
B:848.92
T:849.21
B:848.71
T:848.64
B:848.14T:849.65
B:849.15
T:849.99
B:849.49
T:849.99
B:849.49
850.25
850.25
850.25
850.75
850.75850.75
850.75
850.53
850.41
850.10
849.03
849.59
849.95
849.59
849.83
850.13
849.77
849.25
848.41
847.02
846.45
846.15
846.13
846.38
847.00
T:846.38
B:845.88
T:848.39
B:847.89
T:849.93
B:849.43
T:849.30
B:848.80
T:849.88
B:849.38
846.50
T:849.03
B:848.53
S
D
S
D
6
2
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SD
SD
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94
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SD
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114' of 2
4
"
-
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P
@
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0
%
Str-(506)
IE OUT: 843.00' - 24" Pipe
13' of 24"-RCP @ 0.37%
S
D
5
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1
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S
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S
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S
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S
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S
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120' of 18"-RCP @ 0.20%
Str-(517)
IE OUT: 842.00' - 18" Pipe
S
D
S
D
S
D
S
D
S
D
S
D
S
D
2
1
3
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4
7
%
5' of 24"-RCP @ 0.39%
S
D
S
D
86' of 18"-RCP @ 0.20%
T:849.50
B:849.00
848.89
T:846.39
B:845.89
T:847.74
B:847.24
T:846.88
B:846.38
T:847.77
B:847.27
T:846.90
B:846.40
T:847.25
B:846.75
T:848.99
B:848.49
T:850.11
B:849.61
T:848.79
B:848.29
Job No.
Date:September 20, 2013
Scale:
Sheet:
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PR
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P
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D
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Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13080L
83
6
5
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PO
I
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T
B
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A
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IHSC bronze disk on a concrete post projecting 1.5 ft out of the ground along US 31, 2.6 miles north of I-465, 0.7 miles
south of 131st Street, 83 ft west of centerline of southbound lane of US 31
BM ELEVATION = 867.46 NAVD 88
Magnail set in the pavement at the northeast end of existing parking lot, 8.3 feet south of a capped rebar at the property
corner and 1 foot west of the edge of pavement.
BM ELEVATION = 851.22
RA
N
G
E
&
G
U
N
S
H
O
P
FO
R
C
I
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Y
A
P
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NO
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F
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C
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S
T
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I
O
N
C203
30'
GRADING PLAN
GRADING LEGEND
DESCRIPTION
GRADING NOTES
TOP/CURB
BOTT/CURB
MATCH EXIST. GRADE
FLOW DIRECTION
CONTOUR
SPOT ELEVATION806.59
808
1.00%
(M.E.)
806.10
806.60
GRADING NOTES
1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN
THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED
TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES,
WHICHEVER IS GREATER.
2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED
OR SODDED PER THE SPECIFICATIONS.
3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL
AREAS AS AVAILABLE.
4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS
OTHERWISE SHOWN.
5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS
UNLESS OTHERWISE SHOWN.
6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO
COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER.
ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY
ANALYSIS SHALL BE APPROVED BY THE ENGINEER.
Job No.
Date:September 20, 2013
Scale:
Sheet:
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2
PR
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P
A
R
E
D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13080L
83
6
5
K
e
y
s
t
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C
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s
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2
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8
6
4
PO
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B
L
A
N
K
M187-Indiana State Highway Commission, stamped MAR G-299. A bronze plate set in the NW corner of the S bound
lane bridge of I-65 over St. Clair Street.
BM ELEVATION = 737.36 NAVD
Magnail set in the pavement at the northeast end of existing parking lot, 8.3 feet south of a capped rebar at the property
corner and 1 foot west of the edge of pavement.
BM ELEVATION = 851.22
RA
N
G
E
&
G
U
N
S
H
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FO
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C204
SITE
DETAILS
CONSTRUCTION
ENTRANCE
CONCRETE
WASHOUT
17
24
23 29
30
21
16
151312
11
14
18
10
22 25
26
27
28
20
19
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
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:September 20, 2013
Scale:
Sheet:
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4
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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
13080L
83
6
5
K
e
y
s
t
o
n
e
C
r
o
s
s
i
n
g
,
S
u
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t
e
2
0
1
In
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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
IHSC bronze disk on a concrete post projecting 1.5 ft out of the ground along US 31, 2.6 miles north of I-465, 0.7 miles
south of 131st Street, 83 ft west of centerline of southbound lane of US 31
BM ELEVATION = 867.46 NAVD 88
Magnail set in the pavement at the northeast end of existing parking lot, 8.3 feet south of a capped rebar at the property
corner and 1 foot west of the edge of pavement.
BM ELEVATION = 851.22
RA
N
G
E
&
G
U
N
S
H
O
P
FO
R
C
I
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Y
A
P
P
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NO
T
F
O
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C
O
N
S
T
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U
C
T
I
O
N
TEMPORARY CURB INLET
PROTECTION
SCHEDULE PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL PROJECT MANAGER PRIOR TO
ANY LAND DISTURBING ACTIVITIES.
BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION FOR
FILTER STRIPS IN PERIMETER AREAS.
INSTALL CONSTRUCTION ENTRANCE SIGNAGE AND PERIMETER SEDIMENT CONTROLS.
INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET PROTECTION
PRACTICES FOR EXISTING STORM STRUCTURES AND PERIMETER PAVEMENT PROTECTION
MEASURES.
DEMOLISH IMPROVEMENTS AS SCHEDULED, STRIP TOPSOIL AND ROUGH GRADE THE SITE. REMOVE
EXCESS TOPSOIL FROM SITE AS IT IS STRIPPED.
COMPLETE MASS GRADING AND STABILIZE SLOPES WITH EROSION CONTROL BLANKETS.
INSTALL STORM SEWERS. INSTALL INLET PROTECTION MEASURES AT EACH NEW INLET AS STORM
SEWER WORK PROGRESSES.
INSTALL STONE BASE FOR PAVED AREAS AS SOON AS GRADE IS ESTABLISHED.
FINISH GRADE AND SEED THE PERIMETER OF THE SITE.
COMPLETE UTILITY INSTALLATION, CURBS, PAVING AND BUILDING CONSTRUCTION.
INSTALL LANDSCAPING AND FINAL SEEDING. STABILIZE ALL DISTURBED AREAS.
REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
10.
11.
12.
8.
9.
6.
7.
5.
4.
2.
1.
3.
EROSION CONTROL SEQUENCE
MULCH APPLICATION GUIDELINES
MULCH APPLICATION GUIDELINES
MULCH MAY BE APPLIED BY HAND OR BLOWN BY MACHINE. THE DEPTH OF COVERAGE SHALL BE
A UNIFORM DEPTH OF 2 TO 3 INCHES.
MULCH SHALL BE ANCHORED BY HAND PUNCHING, ROLLER PUNCHING, DISC ANCHORING,
PLASTIC NETTING OR BY THE USE OF A TACKIFYING AGENT.
MULCH MATERIALS
STRAW MULCH: PROVIDE AIR DRY, CLEAN, MILDEW AND SEED FREE, SALT HAY OR THRESHED
STRAW OF WHEAT, RYE, OATS OR BARLEY.
FIBER MULCH: BIODEGRADABLE DYED WOOD CELLULOSE FIBER MULCH, NONTOXIC, FREE OF
PLANT GROWTH OR GERMINATION INHIBITORS, WITH MAXIMUM MOISTURE CONTENT OF 15
PERCENT AND A PH RANGE OF 4.5 TO 6.5.
TACKIFIER MATERIALS
ASPHALT EMULSION TACKIFIER: ASPHALT EMULSION, ASTM D 977, GRADE SS-1, NONTOXIC AND
FREE OF PLANT GROWTH OR GERMINATION INHIBITORS.
NONASPHALTIC TACKIFIER: COLLOIDAL TACKIFIER RECOMMENDED BY FIBER-MULCH
MANUFACTURER FOR SLURRY APPLICATION, NONTOXIC AND FREE OF PLANT GROWTH OR
GERMINATION INHIBITORS.
MAINTENANCE
ADD NEW MULCH IN AREAS WHERE MULCH HAS BEEN DISTURBED BY WIND OR MAINTENANCE
OPERATIONS SUFFICIENTLY TO NULLIFY ITS PURPOSE. ANCHOR AS REQUIRED TO PREVENT
DISPLACEMENT.
17
24
23 29
30
21
16
151312
11
14
18
10
22 25
26
27
28
20
19
PROPOSED
BUILDING
FFE = 850.75
PROPOSED
DETENTION POND
17
24
23 29
30
21
16
151312
11
14
18
10
22 25
26
27
28
20
19
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
SD
S
D
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
P
R
O
P
O
S
E
D
P
R
I
V
A
T
E
D
R
I
V
E
ME
C
H
Y
A
R
D
NORMAL POND = 843.00
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
SD
S
D
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
CONSTRUCTION
ENTRANCE
CONCRETE
WASHOUT
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
BMP #1 Aqua-Swirl
Str-(505)
C206
NA
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: _____________________
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
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:September 20, 2013
Scale:
Sheet:
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Title:
PR
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
13080L
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IHSC bronze disk on a concrete post projecting 1.5 ft out of the ground along US 31, 2.6 miles north of I-465, 0.7 miles
south of 131st Street, 83 ft west of centerline of southbound lane of US 31
BM ELEVATION = 867.46 NAVD 88
Magnail set in the pavement at the northeast end of existing parking lot, 8.3 feet south of a capped rebar at the property
corner and 1 foot west of the edge of pavement.
BM ELEVATION = 851.22
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SCHEDULE PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL PROJECT MANAGER PRIOR TO
ANY LAND DISTURBING ACTIVITIES.
BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION FOR
FILTER STRIPS IN PERIMETER AREAS.
INSTALL CONSTRUCTION ENTRANCE SIGNAGE AND PERIMETER SEDIMENT CONTROLS.
INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET PROTECTION
PRACTICES FOR EXISTING STORM STRUCTURES AND PERIMETER PAVEMENT PROTECTION
MEASURES.
DEMOLISH IMPROVEMENTS AS SCHEDULED, STRIP TOPSOIL AND ROUGH GRADE THE SITE. REMOVE
EXCESS TOPSOIL FROM SITE AS IT IS STRIPPED.
COMPLETE MASS GRADING AND STABILIZE SLOPES WITH EROSION CONTROL BLANKETS.
INSTALL STORM SEWERS. INSTALL INLET PROTECTION MEASURES AT EACH NEW INLET AS STORM
SEWER WORK PROGRESSES.
INSTALL STONE BASE FOR PAVED AREAS AS SOON AS GRADE IS ESTABLISHED.
FINISH GRADE AND SEED THE PERIMETER OF THE SITE.
COMPLETE UTILITY INSTALLATION, CURBS, PAVING AND BUILDING CONSTRUCTION.
INSTALL LANDSCAPING AND FINAL SEEDING. STABILIZE ALL DISTURBED AREAS.
REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
10.
11.
12.
8.
9.
6.
7.
5.
4.
2.
1.
3.
EROSION CONTROL SEQUENCE
13.
C207
SEE DETAILS FOR SCALE
SWPPP
DETAILS
Job No.
Date:September 20, 2013
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Title:
PR
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13080L
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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
C
.
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
I
N
.
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
Br
CrA
CrA Crosby silt loam, 0 to 3 percent slopes
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 rises on till plains; slopes are 0 to 3 percent. The native vegetation is hardwood
forest. The surface layer is silt loam and has moderately low to moderate organic matter
content (1.0 to 3.0 percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer
above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).
The pH of the surface layer in non-limed areas is 5.1 to 6.5. Droughtiness and wetness are
management concerns for crops production. This soil responds well to tile drainage; it is
designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL) classification
system.
Br Brookston silty clay loam
This nearly level soil is in depressions, on flats, and in narrow drainageways between better
drained soils on broad, undulation plains. Slopes are 0 to 2 percent. In some small areas, this
soil has a silt loam or clay loam surface layer. Runoff is very slow. Wetness is the main
limitation. Because of wetness, the soil has severe limitations for nonfarm uses. Most areas
are cultivated. A few are wooded. Wooded areas support fair stands of hardwoods, but some
are heavily pastured. Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above
60 inches. Available water capacity is high (12 inches in the upper 60 inches). The pH of the
surface layer in non-limed areas is 6.6 to 7.3.
C208
SEE DETAILS FOR SCALE
SWPPP
DETAILS AND
INFORMATION
Job No.
Date:September 20, 2013
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Title:
PR
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13080L
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ORANGE PLASTIC FENCE SHALL
COMPLETELY SURROUND THE DRIPLINE
OF THE VEGETATION.
THE DRIPLINE IS THE FURTHEST
OUTREACHING OF THE BRANCHES.
MAINTENANCE
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE
BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL,
RE-SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
2.
5.
4.
3.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS,
INCLUDING APPLICATION OF LIME, FERTILIZER, AND
SEED. NOTE: WHEN USING CELL-O-SEED, DO
NOT SEED PREPARED AREA. CELL-O-SEED MUST
BE INSTALLED WITH PAPER SIDE DOWN.
TRENCH AFTER STAPLING.
WIDE TRENCH. BACKFILL AND COMPACT THE
2. BEGIN AT THE TOP OF THE SLOPE BY
ANCHORING THE BLANKET IN A 6" DEEP X 6"
3. ROLL THE BLANKETS DOWN THE SLOPE IN THE
DIRECTION OF THE WATER FLOW.
1.
5. WHEN BLANKETS MUST BE SPLICED DOWN THE
4. THE EDGES OF PARALLEL BLANKETS MUST BE
STAPLED WITH APPROXIMATELY 2" OVERLAP.
SLOPE, PLACE BLANKETS END OVER END
OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
(SHINGLE STYLE) WITH APPROXIMATELY 6"
APPROXIMATELY 12" APART.
REFER TO GENERAL STAPLE PATTERN
GUIDE EC-14 FOR CORRECT STAPLE
PATTERN RECOMMENDATIONS.
There are no streams or riparian areas located on or within close proximity to the site. No adverse impacts to
streams or riparian areas are expected as a result of this project.
Each BMP shall be installed as soon as practical. The proposed pond will be excavated, then fine graded.
Seeding and erosion control blanket shall be installed along the banks to achieve proper stabilization. The outlet
control structure and pipe will then be installed. The Aqua-Swirl will be installed with the storm sewer installation.
Two (2) BMP's will be installed to address post-construction water quality. All stormwater from developed areas of the site
will be collected in the storm sewer system and routed through an Aqua-Swirl structure before being outlet into the
proposed detention pond. The detention pond has been design as the second BMP, and will store the Water Quality
Volume. The location of each post-constrution BMP is shown on sheets C205 and C206. Design calculations for the
BMP's are included in the Drainage Report and maintenance requirements are specified in the BMP O&M Manual.
The majority of the site drainage is collected in a storm sewer system that drains to a detention pond
at the northeast corner of the site. The pond outlets into W.R. Fertig Legal Drain at the southeast
corner of the site, which eventually outlets into Carmel Creek located southeast of the site.
to the City of Carmel. The manual includes maintenance and sediment/removal instructions for the owner.
fuel or oil, brake fluid, brake dust, trash and debris, biological agents found in fertilizers, herbicides, and pesticides.
Potential pollutant sources include silt and sediment from leaves, mulch, vehicular sources such as leaking
14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER
POLLUTION PREVENTION FOR THE PROJECT SITE
15. CURRENT REVISION DATE ON ALL SHEETS
To Be Determined.
Current revision dates and descriptions are listed in the revision box on each sheet
the Indiana Department of Environmental Management.
5. Flushing of spilled material with water will not be permitted unless so authorized by
Management.
of in a manner subject to the approval of the Indiana Department of Environmental
4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed
local police and fire departments.
concern, the discharge of the life saving protection function will be carried out by the
3. When spills occur which could endanger human life and this becomes primary
of spills and/or necessary alteration to this plan.
They will be kept abreast of current development or new information on the prevention
2. All maintenance personnel will be made aware of techniques for prevention of spills.
list of available absorbent materials and clean up supplies should be kept on site.
equipment readily accessible for clean-up operations. In addition, a continually updated
lists of qualified contractors and available Vac-trucks, tank pumpers and other
1. The developer/homeowner's association shall be continually kept informed, maintain
Cleanup Parameters:
the event.
g. Cooperate with the IDEM-OER on procedures and reports involved with
all spills have been eliminated.
f. Coordinate and monitor clean up until the situation has been stabilized and
personnel as necessary for clean up
e. Notify waste recovery contractor, maintenance personnel or other contractual
d. Notify the Carmel Police Department: Phone 911
c. Notify the Carmel Fire Department: Phone 911
- Action initiated by personnel
- Personnel at the scene
- Weather conditions
- Present and anticipated movement of the spill
- Volume of the spill and duration
- Probable time of the spill
- Probable source of the spill
- Identity of material spilled
- Location of the spill
- Time of observation of the spill
information:
Also the National Response Center at 800-424-8802 and provide the following
Office 317-233-7745 Toll Free 800-233-7745
Emergency Response by calling the appropriate telephone number.
b. Notify the Indiana Department of Environmental Management, Office of
a. Barricade the area allowing no vehicles to enter or leave the spill zone.
2. The Emergency Coordinator will then take the following actions:
a. Notify the designated emergency coordinator for the project.
1. Any personnel observing a spill will immediately initiate the following procedure:
Alert Procedures for Spills:
contamination. The facility does have city sanitary sewer and city water.
Therefore, it is felt that there is little or no possibility of post-construction groundwater
The facility maintains NO above ground or underground storage tanks at this site.
4. Groundwater contamination:
herbicides and pesticides.
household items including but not limited cleaning agents, chemicals, paint,
construction trash and debris, biological agents found in trash and debris, fertilizers,
Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze;
3. Possible spill sources:
1. Nearest Receiving Water is Carmel Creek
Prediction of Potential Spills:
Purpose:
The intention of this Spill Prevention, Control and Countermeasures (PCC) is to establish
the procedures and equipment required to prevent the discharge of oil and hazardous
substance in quantities that violate applicable water quality standards, cause a sheen upon or
discoloration of the surface of Receiving water or adjoining shorelines, or cause sludge or
emulsion to be deposited beneath the surface of the water or adjoining shorelines. The plan
also establishes the activities required to mitigate such discharges i.e. countermeasures)
should they occur.
Definitions:
Pollutant: Means pollutant of any kind or in any form, including but not limited to
sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash,
hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with
wastes other than dredged soil.
Discharge: Includes, but is not limited to, any spilling, leaking, pumping, pouring, emitting,
emptying or dumping.
Receiving Waters: Means all waters of the United States that are connected with a Receiving
even normally dry wash or storm sewer) that eventually drains into a Receiving stream.
Plan Review Amendments:
This plan shall be reviewed and/or amended, if necessary,
whenever there is a change in the design of the site, construction, operation, or maintenance
which materially affects the site's potential for the discharge of regulated material.
are included on sheet C207.
Dimensions, specifications, construction details, and maintenance guidelines for each measure
herbicides, pesticides, lime dust and concrete washout
such as leaking fuel or oil, brake fluid, brake dust, trash and debris, biological agents found in paint, fertilizers,
Potential pollutant sources include silt and sediment from exposed soils, leaves, mulch, vehicular sources
TO STREAM AND RIPARIAN HABITATS
SWPPP FOR POST-CONSTRUCTION:
1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE
2. POST-CONSTRUCTION STORMWATER QUALITY MEASURES:
3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS
5. OPERATION AND MAINTENANCE MANUAL FOR POST-CONSTRUCTION STORMWATER QUALITY MEASURES
An Operation and Maintenance Manual for the stormwater quality BMP's has been provided to the owner and
The site is not subdivided. There are no individual building lots
Soil stabilization types and application rates are included on sheet C207.
None associated with this project.
Temporary and permanent stormwater quality measures are shown on sheets C205 and C206.
0.5 cfs
The site outlets to Carmel Creek
05120201090040
13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN
12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS
EACH SEASON
11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR
10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
9. GENERAL CONSTRUCTION SEQUENCE
8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES
ACTIVITIES
7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION
6. SOILS MAP OF THE PREDOMINANT SOIL TYPES
SUCH AS ABANDONED WELLS OR SINKHOLES
5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER,
4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE
3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10-YEAR)
2. NAME OF ALL RECEIVING WATERS
1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE
SWPPP FOR CONSTRUCTION SITES:
1.The Notice of Intent (NOI) letter shall be submitted to IDEM prior to the initiation of any
land disturbing activities.
2.Designate the person responsible for complying with the on-site SWPPP. Coordinate
responsibility for completing the site review after each 12" rainfall and a minimum of one
time a week.
3.A pre-construction meeting with the City of Carmel must be held before any land
disturbing activities may commence. After the perimeter practices have been installed,
notify Rob Beck, Rule 5 Coordinator, at (317) 233-1864 or rbeck@idem.state.in.us and
the City of Carmel at (317) 571-2441.
4.Post the contact information at the construction entrance. Include a copy of the NOI and
the contact information for the person responsible for implementing the SWPPP. The
SWPPP should be on site and weekly site reports need to be available within 48 hours of
a request.
5.Install silt fence and inlet protection on existing inlets and construct temporary
construction entrance.
6.Install fueling area, port-a-let, construction dumpster, concrete washout facility and
staging area.
7.Perform required site demolition and clearing.
8.Perform excavation of detention pond and construction of building pad.
9.Begin construction of building.
10.Install storm sewer and utilities.
11.Rough grade site.
12.Construct curb drives, parking lot, and sidewalks.
13.Perform final grading.
14.Place sod or permanent seeding and plantings per Landscape Plan, and review final
stabilization.
15.Remove silt fence and inlet protection, and clean all permanent BMP's after all areas are
stabilized.
16.Once the construction activity is completed (by rule language, when final stabilization has
occurred), a completed Rule 5 Notice of Termination (NOT) must be submitted to IDEM,
with a copy being sent to the Carmel Engineering Department.
There is a potential for stormwater to discharge into groundwater at the stone detention basins
beneath the permeable paver areas.
2. The storm sewer system drains to a propose detention pond at the northeast corner of the
site, which then outlets into the existing storm sewer within the public right-of-way of City
Center Drive, which drains to W.R. Fertig Legal Drain and eventually discharges into
Carmel Creek southeast of the site.
A soils map with descriptions of each soil type is included on sheet C207.
stream, lake, or sea. [Note: this definition is usually interpreted to mean any wastewater
C501
30'
STORMWATER
DETENTION
PLAN
Job No.
Date:September 20, 2013
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Title:
PR
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13080L
83
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WET POND
79,94647,51530,943
845.51844.56844.04
1.190.450.32
34.8419.1812.15
Volume (cft)
Stage (ft)
Release (cfs)
Q in (cfs)
100-year10-year2-yearStorm Event
STR-516 POND OUTLET STRUCTURE No. 516
SCALE: NONE
847
2 Year Peak: 844.04
10 Year Peak: 844.56
100 Year Peak: 845.51
2XWOHW&XOYHUW,(
2ULILFH ,( GHVLJQ
RIM: 846.00
843 OUTLET ELEVATION
846
845
844
2' x 2' Box Inlet
OUTLET ELEVATION
MIN. TOP BANK
SPILLWAY
STAGE AREA
845.51
847.51
843.00
acres
sf
0.80
dimensions
0.00
SPILLWAY: 845.51
STRUCTURE
RIPRAP AROUND
3:1
BANK
3:1
SCALE: NONE
POND OUTLET STRUCTURE (MULTIPLE ORIFICE)DT-2
DEBRI GUARD REQ'D.
TYPICAL POND BANK SECTION
SCALE: NONE
8'
M
I
N
.
NORMAL POOL
TOP OF BANK
2.
0
0
'
max. 3:1
10' SAFETY
max. 3:1
DT-1
12' min.
Bottom
VARIES
(see Grading Plan)
100 YEAR FLOOD ELEVATIONMINIMUM TOP OF BANK
SPILLWAY
3:
1
COMPACTED
ELEVATION = 848.0
SUBGRADEELEVATION = 846.0
1' min.
FREEBOARD
EMERGENCY SPILLWAY
SCALE: NONE
x'
B.F.E.= F.E.+2.0'
ORIFICE - BAR\DEBRI GUARD
18" OF RIPRAP
OUTLET STRUCTURE SECTION VIEW
PREPARED SUBGRADE
3:1 m
a
x
.
m
a
x
.
1.PERIODIC MAINTENANCE IS REQUIRED IN LAKES TO CONTROL WEED AND LARVAL GROWTH.
THE FACILITY SHALL ALSO BE DESIGNED TO PROVIDE FOR THE EASY REMOVAL OF SEDIMENT
THAT WILL ACCUMULATE DURING PERIODS OF RESERVOIR OPERATION. MAINTENANCE SHALL
BE PROVIDED PER THE O&M MANUAL.
2.METHODS TO PREVENT POND STAGNATION, INCLUDING BUT NOT LIMITED TO AERATION
FACILITIES, SHOULD BE CONSIDERED ON ALL WET-BOTTOM PONDS.
3.THERE SHALL BE NO TREES OR SHRUBS PLANTED, NOR ANY STRUCTURES OR FENCES
ERECTED, IN ANY DRAINAGE EASEMENT, UNLESS OTHERWISE ACCEPTED BY THE
JURISDICTIONAL ENTITY.
4.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH
SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD
ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW
WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.
5.THE LOWEST ADJACENT GRADE (INCLUDING WALKOUT BASEMENT FLOOR ELEVATION) FOR ALL
RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL BUILDINGS SHALL BE SET A MINIMUM OF 2 FEET
ABOVE THE 100-YEAR POND ELEVATION OR 2 FEET ABOVE THE EMERGENCY OVERFLOW WEIR
ELEVATION, WHICHEVER IS HIGHER. IN ADDITION TO THE LOWEST ADJACENT GRADE
REQUIREMENTS, ANY BASEMENT FLOOR MUST BE AT LEAST A FOOT ABOVE THE NORMAL
WATER LEVEL OF ANY WET-BOTTOM POND. SPECIAL CONSIDERATIONS, BASED ON DETAILED
GEOTECHNICAL ANALYSIS, SHOULD BE MADE PRIOR TO CONSIDERING PLACEMENT OF ANY
BASEMENT BELOW THE 100-YEAR FLOOD ELEVATION OF AN ADJACENT FLOODING SOURCE OR
POND.
6.POLES OR HIGH VOLTAGE ELECTRIC LINES SHALL NOT BE PLACED WITHIN TWENTY (20) FEET OF
ANY DETENTION FACILITY OR OTHER WATER STORAGE AREA.
DETENTION PLAN NOTES
FR
LINE TYPE DESCRIPTION
STORM SEWER
ROOF DRAIN
SUBSURFACE DRAIN
SUBSURFACE DRAIN
SWALE FLOW LINE
CHANNEL FLOW
TOP OF BANK
NORMAL POOL
POND BOTTOM
SD
RD
ssd
PROPOSED STORM SEWER
LEGEND
SYMBOL DESCRIPTION
CATCH BASIN INLET
BEEHIVE / YARD INLET
CURB INLET
MANHOLE
CLEANOUT
END SECTION
ROOF DOWNSPOUT
STRUCTURE ID No.
RIM ELEVATION
PIPE INVERT ELEVATION
INVERT WITH DIRECTION
D.S.
805.25
IE:802.25
IE:802.25 NE
> ooo
100-Yr FLOOD STAGE
FLOOD ROUTE
FLOOD ROUTE
Design with 2.13" WQ, 3.50", & 5.6" Orifice
:42ULILFH ,(
2ULILFH ,( GHVLJQ
DEBRI GUARD REQ'D.
Min. Top of Bank: 847.51
843.00
LEDGE
ORIFICE - BAR\DEBRI GUARD
60' FRONT BUILDING SETBACK LINE
10
'
S
I
D
E
B
U
F
F
E
R
Y
A
R
D
1
0
'
S
I
D
E
B
U
F
F
E
R
Y
A
R
D
PROPOSED NEW PROPERTY LINE
CITY CENTER DRIVE
PROPOSED
BUILDING
FFE = 850.75
PROPOSED
DETENTION POND
17
24
23 29
30
21
16
18
22 25
26
27
28
20
19
Str-(500)
RIM: 848.53'
IE OUT: 845.39' - 12" Pipe
Str-(501)
RIM: 847.89'
IE IN: 844.89' - 12" Pipe
IE OUT: 844.39' - 18" Pipe
S
D
S
D
6
2
'
o
f
1
2
"
-
R
C
P
@
0
.
8
0
%
Str-(502)
RIM: 847.70'
IE IN: 844.19' - 18" Pipe
IE OUT: 844.09' - 18" Pipe
SD
SD
SD
10
0
'
o
f
1
8
"
-
R
C
P
@
0
.
2
0
%
Str-(503)
RIM: 849.82'
IE IN: 843.86' - 18" Pipe
IE IN: 843.50' - 18" Pipe
IE OUT: 843.40' - 24" Pipe
SD
SD
SD
94
'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
SD
SD
SD
114' of 2
4
"
-
R
C
P
@
0
.
2
0
%
Str-(506)
IE OUT: 843.00' - 24" Pipe
13' of 24"-RCP @ 0.37%
Str-(507)
RIM: 845.89'
IE OUT: 844.09' - 12" Pipe
Str-(508)
RIM: 847.05'
IE IN: 843.93' - 12" Pipe
IE OUT: 843.83' - 18" Pipe
S
D
5
3
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
Str-(509)
RIM: 848.67'
IE IN: 843.74' - 18" Pipe
IE OUT: 843.64' - 18" Pipe
SD
45' of
1
8
"
-
R
C
P
@
0
.
2
0
%
S
D
55'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
Str-(511)
RIM: 847.34'
IE OUT: 844.34' - 12" Pipe
Str-(512)
RIM: 848.89'
IE IN: 843.95' - 12" Pipe
IE OUT: 843.85' - 18" Pipe
SD
SD
SD
SD
13
0
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
S
D
S
D
S
D
S
D
120' of 18"-RCP @ 0.20%
Str-(510)
RIM: 849.44'
IE IN: 843.61' - 18" Pipe
IE OUT: 843.51' - 18" Pipe
Str-(505)
RIM: 847.45'
IE IN: 843.05' - 24" Pipe
IE OUT: 843.05' - 24" Pipe
Str-(504)
RIM: 848.19'
IE IN: 843.34' - 18" Pipe
IE IN: 843.17' - 24" Pipe
IE OUT: 843.07' - 24" Pipe
Str-(516)
RIM: 846.33'
IE OUT: 843.00' - 18" Pipe
Str-(517)
IE OUT: 842.00' - 18" Pipe
S
D
S
D
S
D
S
D
S
D
S
D
S
D
2
1
3
'
o
f
1
8
"
-
R
C
P
@
0
.
4
7
%
5' of 24"-RCP @ 0.39%
S
D
S
D
86' of 18"-RCP @ 0.20%
P
R
O
P
O
S
E
D
P
R
I
V
A
T
E
D
R
I
V
E
ME
C
H
Y
A
R
D
NORMAL POND = 843.00
Str-(500)
RIM: 848.53'
IE OUT: 845.39' - 12" Pipe
Str-(501)
RIM: 847.89'
IE IN: 844.89' - 12" Pipe
IE OUT: 844.39' - 18" Pipe
S
D
S
D
6
2
'
o
f
1
2
"
-
R
C
P
@
0
.
8
0
%
Str-(502)
RIM: 847.70'
IE IN: 844.19' - 18" Pipe
IE OUT: 844.09' - 18" Pipe
SD
SD
SD
10
0
'
o
f
1
8
"
-
R
C
P
@
0
.
2
0
%
Str-(503)
RIM: 849.82'
IE IN: 843.86' - 18" Pipe
IE IN: 843.50' - 18" Pipe
IE OUT: 843.40' - 24" Pipe
SD
SD
SD
94
'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
SD
SD
SD
114' of 2
4
"
-
R
C
P
@
0
.
2
0
%
Str-(506)
IE OUT: 843.00' - 24" Pipe
13' of 24"-RCP @ 0.37%
Str-(507)
RIM: 845.89'
IE OUT: 844.09' - 12" Pipe
Str-(508)
RIM: 847.05'
IE IN: 843.93' - 12" Pipe
IE OUT: 843.83' - 18" Pipe
S
D
5
3
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
Str-(509)
RIM: 848.67'
IE IN: 843.74' - 18" Pipe
IE OUT: 843.64' - 18" Pipe
SD
45' of
1
8
"
-
R
C
P
@
0
.
2
0
%
S
D
55'
o
f
1
8
"
-
R
C
P
@
0
.
2
5
%
Str-(511)
RIM: 847.34'
IE OUT: 844.34' - 12" Pipe
Str-(512)
RIM: 848.89'
IE IN: 843.95' - 12" Pipe
IE OUT: 843.85' - 18" Pipe
SD
SD
SD
SD
13
0
'
o
f
1
2
"
-
R
C
P
@
0
.
3
0
%
S
D
S
D
S
D
S
D
120' of 18"-RCP @ 0.20%
Str-(510)
RIM: 849.44'
IE IN: 843.61' - 18" Pipe
IE OUT: 843.51' - 18" Pipe
Str-(505)
RIM: 847.45'
IE IN: 843.05' - 24" Pipe
IE OUT: 843.05' - 24" Pipe
Str-(504)
RIM: 848.19'
IE IN: 843.34' - 18" Pipe
IE IN: 843.17' - 24" Pipe
IE OUT: 843.07' - 24" Pipe
Str-(516)
RIM: 846.33'
IE OUT: 843.00' - 18" Pipe
Str-(517)
IE OUT: 842.00' - 18" Pipe
S
D
S
D
S
D
S
D
S
D
S
D
S
D
2
1
3
'
o
f
1
8
"
-
R
C
P
@
0
.
4
7
%
5' of 24"-RCP @ 0.39%
S
D
S
D
86' of 18"-RCP @ 0.20%
10-YEAR = 844.56
100-YEAR = 845.51