EASTBROOK MIDDLE SCHOOL FORCE MAIN AND ANTIOCH

EASTBROOK MIDDLE SCHOOL FORCE MAIN AND ANTIOCH

EROSION, SEDIMENTATION AND
POLLUTION CONTROL PLANS
NEW SEWER
EASTBROOK MIDDLE SCHOOL FORCE MAIN
AND
ANTIOCH ELEMENTARY SCHOOL
GRAVITY SEWER PROJECT
VICINITY MAP
DALTON UTILITIES
NOT TO SCALE
COMMISSIONERS:
TOM PENDLEY - CHAIRMAN
FRANK ROBERTSON - VICE-CHAIRMAN
CATHY HOLMES
TODD REIGEL
KEN WHITE
CHIEF EXECUTIVE OFFICER:
DON COPE
DRAWING LIST
SHEET
NUMBER
1
2
3
4
5-8
9-12
13-16
17
18
TITLE
COVER SHEET
SUBASIN SITE MAP
NOTES AND SCHEDULES
SCHEDULES AND DETAILS
INITIAL EROSION CONTROL PLANS
INTERMEDIATE EROSION CONTROL PLANS
FINAL EROSION CONTROL PLANS
WRITTEN EROSION, SEDIMENTATION & POLLUTION
CONTROL PLAN AND SPECIFICATIONS - PAGES 1-10
WRITTEN EROSION, SEDIMENTATION & POLLUTION
CONTROL PLAN AND SPECIFICATIONS - PAGES 11-17
1
COVER SHEET
FOR
THE WATER, LIGHT AND SINKING FUND COMMISSIONERS
OF
THE CITY OF DALTON, GEORGIA
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
GRID
NORTH
SCALE IN FEET
SS
COLLINS RD.
O
.
WY
HH
RT
PI
NE
Y
NEW SEWER FORCE MAIN
Drowning Bear Creek
Subasin
0.2 Square Miles
RIVERB
END RD
OL
DC
HA
TS
WO
CITY
OF
DALTON
HILL RD.
Little Creek
Subasin
1.4 Square Miles
EASTBROOK RD.
NEW GRAVITY
SEWER
RI
DG
E
RD
.
RP
I
A
RT
HILL RD.
.
DALTON UTILITIES
.
RD
100
WALNUT AVE.
COOGLER RD.
SHERIDAN AVE.
D
EN
B
R
D
.
R
R
E
IV
BASIN MAP
2
SUBASIN MAP
BY
-PA
50
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
0
DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)
CONSTRUCTION SCHEDULE
PERMANENT STABILIZATION REQUIREMENTS
SEDIMENT STORAGE CALCULATIONS
22. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT
CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
32. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN
DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
33. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR
TEMPORARY SEEDING.
DUST CONTROL ON DISTURBED AREAS
3
NOTES AND SCHEDULES
DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)
DALTON UTILITIES
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
DESIGN PROFESSIONAL CERTIFICATION STATEMENT
SPACING BETWEEN CHECK DAMS
CHECK DAM
DALTON UTILITIES
CONSTRUCTION EXIT
HAYBALE CHECK DAMS
BUFFER ZONE
STONE RIP-RAP
TYPE C WIRE-REINFORCED SILT FENCE
4
SCHEDULES AND DETAILS
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
NAME
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 10 FEET WIDE,
CENTERED OVER SEWER FORCE MAIN
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
EROSION CONTROL LEGEND
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
E
SE
SOUTHEAST
HIGH SCHOOL
DeB
E
S
LIN IS
H - TH
TC
MA NEL
PA
T
X
NE
HE
GRID
NORTH
ET
SOIL DELINEATION LINE, TYP.
SOIL SYMBOL, TYP.
FtB
CONNECT TO EXISTING 8" SDR9
HDPE FORCE MAIN STUBOUT
DISTRICT 12,
LAND LOT 317
DALTON UTILITIES
NEW 8" SDR9 HDPE FORCE MAIN INSIDE 12" STEEL
CASING, JACK & BORE THROUGH SOIL AND/OR ROCK
DISTRICT 12,
LAND LOT 318
PARCEL NUMBER
12-317-08-000
APPROXIMATE
LAND LOT LINE
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
10'
NEW 8" SDR9 HDPE FORCE MAIN
DeB
75
2.
8
APPROXIMATE PROPERTY LINE
DeB
0
50
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
100
INITIAL PLAN - STA. 0+00 TO STA. 15+00
DISTRICT 12,
LAND LOT 329
DISTRICT 12,
LAND LOT 330
SCALE IN FEET
PARCEL NUMBER
PARCEL NUMBER
12-317-21-000
PARCEL NUMBER
12-317-05-000
PARCEL NUMBER
12-317-07-000
PARCEL NUMBER
12-317-02-0000
SOIL SYMBOL, TYP.
76
E
EL
LIN PAN
H
TC OUS ET
A
I HE
M
EV
PR HIS S
E
- T
SE
1
PARCEL NUMBER
12-317-11-000
DeB
DeB
NEW 8" SDR9 HDPE FORCE MAIN
SOIL DELINEATION LINE, TYP.
PARCEL NUMBER
12-317-08-000
10'
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
LINE SEE NE
XT SHE
ET
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
8"x6" REDUCER
AT STA. 30+00
6
72
W
DISTRICT 12,
LAND LOT 318
APPROXIMATE
LAND LOT LINE
PARCEL NUMBER
12-318-11-000
PARCEL NUMBER
12-318-12-000
DeB
PARCEL NUMBER
12-318-21-000
SCALE IN FEET
0
50
100
INITIAL PLAN - STA. 15+00 TO STA. 30+00
MATCH
DISTRICT 12,
LAND LOT 317
NEW 2" AIR
RELEASE/VACUUM
BREAK MANHOLE
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
PARCEL NUMBER
12-318-20-005
PARCEL NUMBER
12-318-06-005
PARCEL NUMBER
12-318-06-004
PARCEL NUMBER
12-318-06-003
PARCEL
NUMBER
12-31809-000
PARCEL NUMBER
12-318-06-002
PARCEL NUMBER
12-318-09-000
5
INITIAL EROSION CONTROL PLANS FOR FORCE MAIN - STA. 0+00 TO 30+00
SOIL
SYMBOL
EROSION CONTROL NOTES
DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOILS INFORMATION
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
1
76
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 10 FEET WIDE,
CENTERED OVER SEWER FORCE MAIN
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
EROSION CONTROL LEGEND
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
DISTRICT 12,
LAND LOT 292
SOIL SYMBOL, TYP.
PARCEL NUMBER
12-371-16-0000
8"x6" REDUCER
AT STA. 30+00
PARCEL NUMBER
12-371-06-0000
PARCEL
NUMBER
-0000
12-291-14
NEW 6" SDR11 HDPE FORCE MAIN
APPROXIMATE
LAND LOT LINE
NEW 6" SDR11 HDPE FORCE MAIN INSIDE 10" STEEL
CASING, JACK & BORE THROUGH SOIL AND/OR ROCK
DISTRICT 12,
LAND LOT 291
DeB
MoF
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
NEW 6" SDR11 HDPE FORCE MAIN
4
8.
PARCEL NUMBER
12-318-08-000
0.2
78
NEW 2" AIR
RELEASE/VACUUM
BREAK MANHOLE
UMBER
PARCEL N -002
12-318-06
4
8.
77
UMBER
PARCEL N -0000
12-291-09
PARCEL
NUMBER
12-31809-000
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
PARCEL NUMBER
12-318-19-000
DISTRICT 12,
LAND LOT 291
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
NUMBER
PARCEL
-000
12-291-25
DeB
LINE
MATCH
EL
XT PAN
E
N
E
E
S
HEET
- THIS S
DISTRICT 12,
LAND LOT 318
SCALE IN FEET
0
50
100
INITIAL PLAN - STA. 30+00 TO STA. 41+00
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
10'
10'
MATCH LINE
SEE PREVIOUS PANEL - THIS SHEET
DeB
PARCEL NUMBER
12-291-05-000
DISTRICT 12,
LAND LOT 318
LINE
MATCH
SHEET
L - THIS
XT PANE
SEE NE
PARCEL NUMBER
12-291-25-000
NUMBER
PARCEL
-000
12-318-09
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
PARCEL NUMBER
12-318-08-000
DeB
SCALE IN FEET
0
50
100
INITIAL PLAN - STA. 41+00 TO STA. 45+00
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
PARCEL
NUMBER
SOIL DELINEATION LINE, TYP.
NUM
BER
MoF
SOIL SYMBOL, TYP.
DISTRICT 12,
LAND LOT 291
PARCEL NU
MBER
12-291-11-00
0
ANTIOCH S
CHOOL
PROPERTY
PARCEL NUMBER
12-291-06-000
GRID
NORTH
PARCEL NUMBER
12-291-11-000
ANTIOCH SCHOOL
PROPERTY
77
NUMBER
PARCEL
-004
12-318-06
NUMBER
PARCEL
-003
12-318-06
DISTRICT 12,
LAND LOT 317
NUMBER
PARCEL
-0000
12-317-15
MATCH LINE - SEE PREVIOUS SHEET
DeB
PARCEL NUMBER
12-371-09-0000
SOIL DELINEATION LINE, TYP.
INITIAL EROSION CONTROL PLANS FOR FORCE MAIN - STA. 30+00 TO 60+00
NAME
FLOOD STATEMENT
LEGEND
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOIL
SYMBOL
EROSION CONTROL NOTES
DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION
DALTON UTILITIES
SOILS INFORMATION
PARCEL NUMBER
12-291-08-000
PARCEL NUMBER
12-291-15-000
DeB
HEET
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
10'
MATCH LINE
SEE PREVIOU
S PANEL - T
HIS S
ET
SHE
EXT
E N
- SE
INE
H L
C
MAT
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
76
4
NEW 6" SDR11 HDPE FORCE
MAIN INSIDE 10" STEEL
CASING, JACK & BORE
THROUGH SOIL AND/OR ROCK
NEW 6" SDR11 HDPE FORCE MAIN
PARCEL NUMBE
R
12-318-07-000
APPROXIMATE LAND LOT LINE
4.8
76
NEW 2" AIR RELEASE/VACUUM BREAK MANHOLE
DeB
DISTRICT 12,
LAND LOT 318
PARCEL NUMBER
12-291-07-000
CoA
SeA
SCALE IN FEET
0
PARCEL NUMBER
12-318-04-000
PARCEL NUMBER
12-291-08-000
PARCEL NUMBER
12-291-22-000
50
100
INITIAL PLAN - STA. 45+00 TO STA. 60+00
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
6
4.5
76
NAME
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 10 FEET WIDE,
CENTERED OVER SEWER FORCE MAIN
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
77
3.
7
EROSION CONTROL LEGEND
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
E
SE T
- E
E HE
N S
LI S
H OU
C
I
T
A EV
M PR
R
BE
NUM 0
L
E
C
0
PAR 291-10-0
12-
E
H LIN IS SHEET
C
T
A
M
TH
NEL A
P
T
EX
PARCEL NUMBER
12-291-17-000
SEE N
DISTRICT 12,
LAND LOT 291
AnE
FLOOD ZONE
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
SOIL SYMBOL, TYP.
CROSSING REQUIREMENT, SEE NOTE #13
CoA
BoD
R
12 CEL
-2
91 NU
-1 M
7- B
00 ER
0
BE
NUM 0
L
E
C
0
PAR 290-04-0
12-
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
NEW 6" SDR11 HDPE FORCE MAIN
*
NEW 6" SDR11 HDPE FORCE MAIN INSIDE 200' OF 10"
SDR11 HDPE CASING, INSTALL BY DIRECTIONAL DRILL
UNDER CULVERTS THROUGH SOIL AND/OR ROCK
STORM WATER SAMPLING
POINT B DOWNSTREAM
CoA
BER
NUM 0
L
E
C
0
PAR 290-18-0
12-
BoD
71
2.
2
DeB
71
0.
APPROXIMATE
LAND LOT LINE
ER
UMB
N
L
0
CE
PAR 290-04-00
12-
5
SCALE IN FEET
SOIL DELINEATION LINE, TYP.
PARCEL NUMBER
12-290-21-000
0
50
100
INITIAL PLAN - STA. 60+00 TO STA. 75+00
NOTE:
CONTOUR LINES ARE AT FIVE FOOT (5')697.5
AND ONE FOOT (1') INTERVALS.
STORM WATER SAMPLING POINT A UPSTREAM
*
NEW 2" AIR RELEASE/
VACUUM BREAK MANHOLE
DISTRICT 12,
LAND LOT 290
FLOOD ZONE
EXIST. GRAVITY SEWER (BY OTHERS)
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
DeB
FLOOD ZONE
SdD
R
DALTON UTILITIES
10'
PA
EXIST. SEWER MANHOLE (BY OTHERS)
.7
3
77
NEW 8" DIP CLASS 350 GRAVITY SEWER BY DALTON UTILITIES
NEW LIFT STATION, SEE SHEETS
8 AND 9 FOR PLAN AND DETAILS
SOIL SYMBOL, TYP.
CoA
PAR
CEL
12-29 NUMBE
R
1-17000
AnE
EASTBROOK
MIDDLE SCHOOL
NEW 6" SDR11 HDPE FORCE MAIN
INSIDE 10" STEEL CASING, JACK &
BORE THROUGH SOIL AND/OR ROCK
NEW 6" SDR11 HDPE FORCE MAIN
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
FLOOD ZONE
MATCH LINE
SEE PREVIOUS
PANEL - THIS
SHEET
PARCEL NUMBER
12-291-10-000
SOIL DELINEATION LINE, TYP.
DISTRICT 12,
LAND LOT 291
APPROXIMATE
LAND LOT LINE
BoD
DISTRICT 12, LAND LOT 290
SCALE IN FEET
0
50
100
INITIAL PLAN - STA. 75+00 TO STA. 77+72
NOTE:
CONTOUR LINES ARE AT FIVE FOOT (5')
AND ONE FOOT (1') INTERVALS.
7
INITIAL EROSION CONTROL PLANS FOR FORCE MAIN - STA. 60+00 TO 77+72
SOIL
SYMBOL
EROSION CONTROL NOTES
DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOILS INFORMATION
NAME
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 20 FEET WIDE,
CENTERED OVER GRAVITY SEWER
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
EROSION CONTROL LEGEND
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOIL
SYMBOL
EROSION CONTROL NOTES
DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
76
8
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
BER
UM 0
N
CEL 0-00
PAR -291-1
12
CROSSING REQUIREMENT, SEE NOTE #13
DeB
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
NEW MANHOLE A-4
STA. 504+64.3
BEGIN GRAVITY
SEWER PROJECT
NEW MANHOLE A-1
STA. 500+00.0
NEW MANHOLE A-3
STA. 502+25.3
AnE
STORM WATER SAMPLING
POINT G UPSTREAM
NEW MANHOLE A-6
STA. 507+57.3
NEW MANHOLE A-5
STA. 507+05.8
NEW 8" CLASS 350
D.I.P. GRAVITY SEWER
FLOOD
ZONE
NEW MANHOLE A-7
STA. 508+34.0
EXIST. MANHOLE 1.7
STA. 510+18.9
*
*
*
*
MoF
NEW MANHOLE A-2
STA. 501+27.4
STORM WATER SAMPLING
POINT E UPSTREAM
*
BER
UM 0
N
CEL 1-00
PAR 2-291-1
1
DeB
BER
M
U
N
0
STORM WATER SAMPLING
CEL 1-00
PAR 2-291-2
POINT D DOWNSTREAM 1
*
2.
CROSSING REQUIREMENT, SEE NOTE #13
STORM WATER SAMPLING POINT F DOWNSTREAM
LIMITS OF DISTURBED
AREA, SHADED AREA,
20 FEET WIDE
APPROXIMATE
PROPERTY LINE
DeB
OAD
STORM WATER SAMPLING
POINT H DOWNSTREAM
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
BER
UM 0
N
CEL 6-00
PAR 2-291-1
1
ALT R
STORM WATER SAMPLING
POINT C UPSTREAM
ASPH
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
CROSSING REQUIREMENT, SEE NOTE #13
BER
UM 0
N
CEL 8-00
PAR 2-291-0
1
DALTON UTILITIES
SOILS INFORMATION
SOIL DELINEATION LINE, TYP.
DISTRICT 12,
LAND LOT 291
AnE
FLOOD
ZONE
CoA
SOIL SYMBOL, TYP.
SCALE IN FEET
0
50
100
INITIAL PLAN - STA. 500+00 TO STA. 510+18.9
NOTE:
CONTOUR LINES ARE AT FIVE FOOT (5')
AND ONE FOOT (1') INTERVALS.
8
SOIL
SYMBOL
NAME
EROSION CONTROL NOTES
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 10 FEET WIDE,
CENTERED OVER SEWER FORCE MAIN
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
E
SE
SOUTHEAST
HIGH SCHOOL
DeB
E
S
LIN IS
H - TH
TC
MA NEL
PA
T
X
NE
HE
GRID
NORTH
ET
SOIL DELINEATION LINE, TYP.
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
EROSION CONTROL LEGEND
SOILS INFORMATION
SOIL SYMBOL, TYP.
FtB
CONNECT TO EXISTING 8" SDR9
HDPE FORCE MAIN STUBOUT
DISTRICT 12,
LAND LOT 317
DALTON UTILITIES
NEW 8" SDR9 HDPE FORCE MAIN INSIDE 12" STEEL
CASING, JACK & BORE THROUGH SOIL AND/OR ROCK
DISTRICT 12,
LAND LOT 318
PARCEL NUMBER
12-317-08-000
APPROXIMATE
LAND LOT LINE
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
10'
NEW 8" SDR9 HDPE FORCE MAIN
DeB
75
2.
8
APPROXIMATE PROPERTY LINE
DeB
0
50
100
INTERMEDIATE PLAN - STA. 0+00 TO STA. 15+00
DISTRICT 12,
LAND LOT 329
DISTRICT 12,
LAND LOT 330
SCALE IN FEET
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
PARCEL NUMBER
PARCEL NUMBER
12-317-21-000
PARCEL NUMBER
12-317-05-000
PARCEL NUMBER
12-317-07-000
PARCEL NUMBER
12-317-02-0000
SOIL SYMBOL, TYP.
76
E
EL
LIN PAN
H
TC OUS ET
A
I HE
M
EV
PR HIS S
E
- T
SE
1
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
PARCEL NUMBER
12-317-11-000
DeB
STONE CHECK DAM
(AS DETERMINED IN
THE FIELD)
NEW 8" SDR9 HDPE FORCE MAIN
DeB
SOIL DELINEATION LINE, TYP.
PARCEL NUMBER
12-317-08-000
10'
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
LINE SEE NE
XT SHE
ET
8"x6" REDUCER
AT STA. 30+00
6
72
W
DISTRICT 12,
LAND LOT 318
APPROXIMATE
LAND LOT LINE
PARCEL NUMBER
12-318-11-000
PARCEL NUMBER
12-318-12-000
DeB
PARCEL NUMBER
12-318-21-000
SCALE IN FEET
0
50
100
INTERMEDIATE PLAN - STA. 15+00 TO STA. 30+00
MATCH
DISTRICT 12,
LAND LOT 317
NEW 2" AIR
RELEASE/VACUUM
BREAK MANHOLE
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
PARCEL NUMBER
12-318-20-005
PARCEL NUMBER
12-318-06-005
PARCEL NUMBER
12-318-06-004
PARCEL NUMBER
12-318-06-003
PARCEL
NUMBER
12-31809-000
PARCEL NUMBER
12-318-06-002
PARCEL NUMBER
12-318-09-000
9
NAME
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 10 FEET WIDE,
CENTERED OVER SEWER FORCE MAIN
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
1
76
HAYBALE CHECK DAM
ROCK RIPRAP LINING
DISTRICT 12,
LAND LOT 292
SOIL SYMBOL, TYP.
STONE CHECK DAM
(AS DETERMINED IN THE FIELD)
PARCEL NUMBER
12-371-06-0000
PARCEL
NUMBER
-0000
12-291-14
NEW 6" SDR11 HDPE FORCE MAIN
8"x6" REDUCER
AT STA. 30+00
PARCEL NUMBER
12-371-16-0000
APPROXIMATE
LAND LOT LINE
NEW 6" SDR11 HDPE FORCE MAIN INSIDE 10" STEEL
CASING, JACK & BORE THROUGH SOIL AND/OR ROCK
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
4
8.
PARCEL NUMBER
12-318-08-000
0.2
78
NEW 2" AIR
RELEASE/VACUUM
BREAK MANHOLE
UMBER
PARCEL N -002
12-318-06
4
8.
77
UMBER
PARCEL N -0000
12-291-09
PARCEL
NUMBER
12-31809-000
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
PARCEL NUMBER
12-318-19-000
DISTRICT 12,
LAND LOT 291
LINE
MATCH
EL
XT PAN
E
N
E
E
S
HEET
- THIS S
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
SCALE IN FEET
0
50
100
INTERMEDIATE PLAN - STA. 30+00 TO STA. 41+00
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
TEMPORARY AND PERMANENT GRASSING SHALL BE
REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
DISTRICT 12,
LAND LOT 318
PARCEL NUMBER
12-318-08-000
DeB
SCALE IN FEET
0
50
100
PARCEL
NUMBER
SOIL DELINEATION LINE, TYP.
MoF
SOIL SYMBOL, TYP.
DISTRICT 12,
LAND LOT 291
PARCEL NUMBER
12-291-06-000
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
PLAN - STA. 41+00 TO STA. 45+00
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
PARCEL NU
MBER
12-291-11-00
0
ANTIOCH S
CHOOL
PROPERTY
10'
NUMBER
PARCEL
-000
12-291-25
DISTRICT 12,
LAND LOT 318
DeB
MATCH LINE
SEE PREVIOUS PANEL - THIS SHEET
DeB
PARCEL NUMBER
12-291-05-000
LINE
MATCH
SHEET
L - THIS
XT PANE
SEE NE
PARCEL NUMBER
12-291-25-000
NUMBER
PARCEL
-000
12-318-09
GRID
NORTH
PARCEL NUMBER
12-291-11-000
ANTIOCH SCHOOL
PROPERTY
10'
BER
MoF
NEW 6" SDR11 HDPE FORCE MAIN
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
NUM
DISTRICT 12,
LAND LOT 291
DeB
77
NUMBER
PARCEL
-004
12-318-06
NUMBER
PARCEL
-003
12-318-06
DISTRICT 12,
LAND LOT 317
NUMBER
PARCEL
-0000
12-317-15
MATCH LINE - SEE PREVIOUS SHEET
DeB
PARCEL NUMBER
12-371-09-0000
SOIL DELINEATION LINE, TYP.
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOIL
SYMBOL
EROSION CONTROL NOTES
DALTON UTILITIES
EROSION CONTROL LEGEND
SOILS INFORMATION
PARCEL NUMBER
12-291-08-000
PARCEL NUMBER
12-291-15-000
DeB
HEET
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
10'
MATCH LINE
SEE PREVIOU
S PANEL - T
HIS S
STONE CHECK DAM
(AS DETERMINED IN THE FIELD)
ET
SHE
EXT
E N
- SE
INE
H L
C
MAT
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
76
4
NEW 6" SDR11 HDPE FORCE
MAIN INSIDE 10" STEEL
CASING, JACK & BORE
THROUGH SOIL AND/OR ROCK
NEW 6" SDR11 HDPE FORCE MAIN
PARCEL NUMBE
R
12-318-07-000
APPROXIMATE LAND LOT LINE
4.8
76
NEW 2" AIR RELEASE/VACUUM BREAK MANHOLE
CoA
SeA
DeB
DISTRICT 12,
LAND LOT 318
PARCEL NUMBER
12-291-07-000
SCALE IN FEET
0
PARCEL NUMBER
12-318-04-000
PARCEL NUMBER
12-291-08-000
PARCEL NUMBER
12-291-22-000
50
100
INTERMEDIATE PLAN - STA. 45+00 TO STA. 60+00
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
10
4.5
76
SOIL
SYMBOL
NAME
EROSION CONTROL LEGEND
EROSION CONTROL NOTES
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 10 FEET WIDE,
CENTERED OVER SEWER FORCE MAIN
SILT FENCE
STORM WATER FLOW DIRECTION
77
3.
7
STONE CHECK
DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOILS INFORMATION
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
E
SE T
- E
E HE
N S
LI S
H OU
C
I
T
A EV
M PR
R
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
PARCEL NUMBER
12-291-17-000
SEE
DISTRICT 12,
LAND LOT 291
E
H LIN IS SHEET
MATC
H
T
EL N
A
P
NEXT
BE
NUM 0
L
E
C
0
PAR 291-10-0
12-
AnE
FLOOD ZONE
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
SOIL SYMBOL, TYP.
CROSSING REQUIREMENT, SEE NOTE #13
CoA
TYPE C SILT FENCE, TWO ROWS,
FIVE FOOT (5') SPACE BETWEEN ROWS
BoD
STONE CHECK DAM
(AS DETERMINED IN THE FIELD)
R
12 CEL
-2
91 NU
-1 M
7- B
00 ER
0
BE
NUM 0
L
E
C
0
PAR 290-04-0
12-
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
NEW 6" SDR11 HDPE FORCE MAIN
*
NEW 6" SDR11 HDPE FORCE MAIN INSIDE 200' OF 10"
SDR11 HDPE CASING, INSTALL BY DIRECTIONAL DRILL
UNDER CULVERTS THROUGH SOIL AND/OR ROCK
STORM WATER SAMPLING
POINT B DOWNSTREAM
CoA
BER
NUM 0
L
E
C
0
PAR 290-18-0
12-
BoD
71
2.
2
DeB
71
0.
APPROXIMATE
LAND LOT LINE
ER
UMB
N
L
0
CE
PAR 290-04-00
12-
5
SCALE IN FEET
SOIL DELINEATION LINE, TYP.
PARCEL NUMBER
12-290-21-000
0
50
100
INTERMEDIATE PLAN - STA. 60+00 TO STA. 75+00
FLOOD ZONE
DISTRICT 12,
LAND LOT 290
NOTE:
69
7.
CONTOUR LINES ARE AT FIVE FOOT
(5')
5
AND ONE FOOT (1') INTERVALS.
STORM WATER SAMPLING POINT A UPSTREAM
FLOOD ZONE
*
NEW 2" AIR RELEASE/
VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER (BY OTHERS)
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
DeB
SdD
R
DALTON UTILITIES
10'
PA
EXIST. SEWER MANHOLE (BY OTHERS)
.7
3
77
NEW 8" DIP CLASS 350 GRAVITY SEWER BY DALTON UTILITIES
NEW LIFT STATION, SEE SHEETS
8 AND 9 FOR PLAN AND DETAILS
SOIL SYMBOL, TYP.
CoA
CONSTRUCTION EXIT
NEW 6" SDR11 HDPE FORCE MAIN
INSIDE 10" STEEL CASING, JACK &
BORE THROUGH SOIL AND/OR ROCK
AnE
NEW 6" SDR11 HDPE FORCE MAIN
10'
TYPE C SILT FENCE, TWO ROWS,
FIVE FOOT (5') SPACE BETWEEN ROWS
FLOOD ZONE
TEMPORARY AND PERMANENT GRASSING SHALL BE
REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
LIMITS OF DISTURBED AREA,
SHADED AREA, 10 FEET WIDE
MATCH LINE
SEE PREVIOUS
PANEL - THIS
SHEET
EASTBROOK
MIDDLE SCHOOL
PAR
CEL
12-29 NUMBE
R
1-17000
PARCEL NUMBER
12-291-10-000
SOIL DELINEATION LINE, TYP.
DISTRICT 12,
LAND LOT 291
APPROXIMATE
LAND LOT LINE
BoD
DISTRICT 12, LAND LOT 290
SCALE IN FEET
0
50
100
INTERMEDIATE PLAN - STA. 75+00 TO STA. 77+72
NOTE:
CONTOUR LINES ARE AT FIVE FOOT (5')
AND ONE FOOT (1') INTERVALS.
11
NAME
EROSION CONTROL NOTES
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
LIMITS OF DISTURBED AREA, 20 FEET WIDE,
CENTERED OVER GRAVITY SEWER
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
2
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOIL
SYMBOL
EROSION CONTROL LEGEND
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
76
8
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
DeB
CROSSING REQUIREMENT, SEE NOTE #13
BEGIN GRAVITY
SEWER PROJECT
NEW MANHOLE A-1
STA. 500+00.0
BER
UM 0
N
CEL 1-00
PAR 2-291-1
1
NEW
MANHOLE A-2
STA. 501+27.4
NEW MANHOLE A-3
STA. 502+25.3
ROCK
RIPRAP LINING
HAYBALE CHECK DAM
(AS DETERMINED IN THE FIELD)
NEW MANHOLE A-4
STA. 504+64.3
STORM WATER SAMPLING
POINT D DOWNSTREAM
TYPE C SILT FENCE,
2 ROWS, 5' SPACE
BETWEEN ROWS
MoF
DeB
BER
M
U
N
0
CEL 1-00
PAR 2-291-2
1
BER
UM 0
N
CEL 0-00
PAR -291-1
12
NEW MANHOLE A-5
STA. 507+05.8
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
AnE
STORM WATER SAMPLING
POINT G UPSTREAM
NEW MANHOLE A-6
STA. 507+57.3
NEW 8" CLASS 350
D.I.P. GRAVITY SEWER
STORM WATER SAMPLING
POINT E UPSTREAM
FLOOD
ZONE
NEW MANHOLE A-7
STA. 508+34.0
ROCK
RIPRAP
LINING
*
*
*
*
EXIST. MANHOLE 1.7
STA. 510+18.9
*
*
2.
CROSSING REQUIREMENT, SEE NOTE #13
LIMITS OF DISTURBED
AREA, SHADED AREA,
20 FEET WIDE
ROCK
RIPRAP
LINING
STORM WATER SAMPLING
POINT F DOWNSTREAM
DeB
BER
UM 0
N
CEL 8-00
PAR 2-291-0
1
OAD
TYPE C SILT FENCE, 2 ROWS,
5' SPACE BETWEEN ROWS
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
APPROXIMATE
PROPERTY LINE
ALT R
TYPE C SILT FENCE, 2 ROWS, 5' SPACE BETWEEN ROWS
STORM WATER SAMPLING
POINT C UPSTREAM
BER
UM 0
N
CEL 6-00
PAR 2-291-1
1
ASPH
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
DALTON UTILITIES
SOILS INFORMATION
CROSSING REQUIREMENT, SEE NOTE #13
SOIL DELINEATION LINE, TYP.
STORM WATER SAMPLING
POINT H DOWNSTREAM
AnE
DISTRICT 12,
LAND LOT 291
FLOOD
ZONE
CoA
SOIL SYMBOL, TYP.
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
SCALE IN FEET
0
50
100
INITIAL PLAN - STA. 500+00 TO STA. 510+18.9
NOTE:
CONTOUR LINES ARE AT FIVE FOOT (5')
AND ONE FOOT (1') INTERVALS.
12
NAME
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
FLOOD STATEMENT
LEGEND
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
2
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
E
SE
SOUTHEAST
HIGH SCHOOL
DeB
E
S
LIN IS
H - TH
TC
MA NEL
PA
T
X
NE
HE
GRID
NORTH
ET
SOIL DELINEATION LINE, TYP.
FINAL EROSION CONTROL PLANS FOR FORCE MAIN - STA. 0+00 TO 30+00
SOIL
SYMBOL
EROSION CONTROL NOTES
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
EROSION CONTROL LEGEND
SOILS INFORMATION
SOIL SYMBOL, TYP.
FtB
CONNECT TO EXISTING 8" SDR9
HDPE FORCE MAIN STUBOUT
DISTRICT 12,
LAND LOT 317
DALTON UTILITIES
NEW 8" SDR9 HDPE FORCE MAIN INSIDE 12" STEEL
CASING, JACK & BORE THROUGH SOIL AND/OR ROCK
DISTRICT 12,
LAND LOT 318
PARCEL NUMBER
12-317-08-000
APPROXIMATE
LAND LOT LINE
NEW 8" SDR9 HDPE FORCE MAIN
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
DeB
75
2.
8
APPROXIMATE PROPERTY LINE
DeB
0
50
100
FINAL PLAN - STA. 0+00 TO STA. 15+00
DISTRICT 12,
LAND LOT 329
DISTRICT 12,
LAND LOT 330
SCALE IN FEET
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
PARCEL NUMBER
PARCEL NUMBER
12-317-21-000
PARCEL NUMBER
12-317-05-000
PARCEL NUMBER
12-317-07-000
PARCEL NUMBER
12-317-02-0000
SOIL SYMBOL, TYP.
76
E
EL
LIN PAN
H
TC OUS ET
A
I HE
M
EV
PR HIS S
E
- T
SE
1
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
DeB
NEW 8" SDR9 HDPE FORCE MAIN
DeB
SOIL DELINEATION LINE, TYP.
STONE CHECK DAM
(AS DETERMINED IN THE FIELD)
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
PARCEL NUMBER
12-317-08-000
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
LINE SEE NE
XT SHE
ET
PARCEL NUMBER
12-317-11-000
6
72
W
DISTRICT 12,
LAND LOT 318
APPROXIMATE
LAND LOT LINE
PARCEL NUMBER
12-318-11-000
PARCEL NUMBER
12-318-12-000
DeB
PARCEL NUMBER
12-318-21-000
SCALE IN FEET
0
50
100
FINAL PLAN - STA. 15+00 TO STA. 30+00
MATCH
DISTRICT 12,
LAND LOT 317
NEW 2" AIR
RELEASE/VACUUM
BREAK MANHOLE
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
PARCEL NUMBER
12-318-20-005
PARCEL NUMBER
12-318-06-005
PARCEL NUMBER
12-318-06-004
PARCEL NUMBER
12-318-06-003
PARCEL
NUMBER
12-31809-000
PARCEL NUMBER
12-318-06-002
PARCEL NUMBER
12-318-09-000
13
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
2
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
1
76
HAYBALE CHECK DAM
ROCK RIPRAP LINING
APPROXIMATE
LAND LOT LINE
PARCEL NUMBER
12-371-06-0000
NEW 6" SDR11 HDPE FORCE MAIN INSIDE 10" STEEL
CASING, JACK & BORE THROUGH SOIL AND/OR ROCK
4
8.
PARCEL NUMBER
12-318-08-000
0.2
78
NEW 2" AIR
RELEASE/VACUUM
BREAK MANHOLE
UMBER
PARCEL N -002
12-318-06
4
8.
77
UMBER
PARCEL N -0000
12-291-09
PARCEL
NUMBER
12-31809-000
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
PARCEL NUMBER
12-318-19-000
NUMBER
PARCEL
-000
12-291-25
DISTRICT 12,
LAND LOT 318
LINE
MATCH
EL
XT PAN
E
N
E
E
S
HEET
- THIS S
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
SCALE IN FEET
0
50
100
FINAL PLAN - STA. 30+00 TO STA. 41+00
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
ET
SHE
EXT
E N
- SE
INE
H L
HEET
C
MAT
STONE CHECK DAM
(AS DETERMINED IN THE FIELD)
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
76
4
4.8
76
NEW 2" AIR RELEASE/VACUUM BREAK MANHOLE
DeB
DISTRICT 12,
LAND LOT 318
PARCEL NUMBER
12-291-07-000
CoA
SeA
PARCEL NUMBER
12-291-08-000
PARCEL NUMBER
12-291-22-000
SCALE IN FEET
0
PARCEL NUMBER
12-318-04-000
100
DeB
NEW 6" SDR11 HDPE FORCE
MAIN INSIDE 10" STEEL
CASING, JACK & BORE
THROUGH SOIL AND/OR ROCK
PARCEL NUMBE
R
12-318-07-000
50
NUMBER
MATCH LINE
SEE PREVIOU
S PANEL - T
HIS S
SCALE IN FEET
PARCEL NUMBER
12-291-08-000
PARCEL NUMBER
12-291-15-000
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
APPROXIMATE LAND LOT LINE
DeB
SOIL SYMBOL, TYP.
DISTRICT 12,
LAND LOT 291
NEW 6" SDR11 HDPE FORCE MAIN
PARCEL NUMBER
12-318-08-000
PARCEL
MoF
STONE CHECK DAM
(AS DETERMINED IN THE FIELD)
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
DISTRICT 12,
LAND LOT 318
0
SOIL DELINEATION LINE, TYP.
PARCEL NUMBER
12-291-06-000
TEMPORARY AND PERMANENT GRASSING SHALL BE
REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
PLAN - STA. 41+00 TO STA. 45+00
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
PARCEL NU
MBER
12-291-11-00
0
ANTIOCH S
CHOOL
PROPERTY
MATCH LINE
SEE PREVIOUS PANEL - THIS SHEET
DeB
PARCEL NUMBER
12-291-05-000
LINE
MATCH
SHEET
L - THIS
XT PANE
SEE NE
PARCEL NUMBER
12-291-25-000
NUMBER
PARCEL
-000
12-318-09
GRID
NORTH
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
NEW 6" SDR11 HDPE FORCE MAIN
DeB
BER
MoF
PARCEL NUMBER
12-291-11-000
ANTIOCH SCHOOL
PROPERTY
DISTRICT 12,
LAND LOT 291
NUM
DISTRICT 12,
LAND LOT 291
DeB
77
MATCH LINE - SEE PREVIOUS SHEET
STONE CHECK DAM
(AS DETERMINED IN THE FIELD)
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
SOIL DELINEATION LINE, TYP.
PARCEL
NUMBER
-0000
12-291-14
8"x6" REDUCER
AT STA. 30+00
PARCEL NUMBER
12-371-16-0000
NUMBER
PARCEL
-0000
12-317-15
NUMBER
PARCEL
-004
12-318-06
NEW 6" SDR11 HDPE FORCE MAIN
PARCEL NUMBER
12-371-09-0000
8"x6" REDUCER AT STA. 35+00
DeB
NUMBER
PARCEL
-003
12-318-06
DISTRICT 12,
LAND LOT 292
DISTRICT 12,
LAND LOT 317
SOIL SYMBOL, TYP.
FINAL EROSION CONTROL PLANS FOR FORCE MAIN - STA. 30+00 TO 60+00
NAME
FLOOD STATEMENT
LEGEND
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOIL
SYMBOL
EROSION CONTROL NOTES
DALTON UTILITIES
EROSION CONTROL LEGEND
SOILS INFORMATION
50
100
FINAL PLAN - STA. 45+00 TO STA. 60+00
NOTE:
CONTOUR LINES ARE AT
FIVE FOOT (5') INTERVALS.
14
4.5
76
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
AnE
BoD
CoA
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
2
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
77
3.
7
ROCK RIPRAP LINING
E
SE T
- E
E HE
N S
LI S
H OU
C
I
T
A EV
M PR
R
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
PARCEL NUMBER
12-291-17-000
SEE
DISTRICT 12,
LAND LOT 291
E
H LIN IS SHEET
MATC
H
T
EL N
A
P
NEXT
BE
NUM 0
L
E
C
0
PAR 291-10-0
12-
AnE
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
SOIL SYMBOL, TYP.
FLOOD ZONE
CoA
TYPE C SILT FENCE, TWO ROWS,
FIVE FOOT (5') SPACE BETWEEN ROWS
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
STONE CHECK DAM (AS
DETERMINED IN THE FIELD)
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
BoD
PA
R
12 CEL
-2
91 NU
-1 M
7- B
00 ER
0
APPROXIMATE LIMITS
OF RIGHT-OF-WAY
BE
NUM 0
L
E
C
0
PAR 290-04-0
12-
NEW 6" SDR11 HDPE FORCE MAIN
*
NEW 6" SDR11 HDPE FORCE MAIN INSIDE 200' OF 10"
SDR11 HDPE CASING, INSTALL BY DIRECTIONAL DRILL
UNDER CULVERTS THROUGH SOIL AND/OR ROCK
STORM WATER SAMPLING
POINT B DOWNSTREAM
CoA
BER
NUM 0
L
E
C
0
PAR 290-18-0
12-
BoD
71
2.
2
DeB
71
0.
APPROXIMATE
LAND LOT LINE
ER
UMB
N
L
0
CE
PAR 290-04-00
12-
5
SCALE IN FEET
SOIL DELINEATION LINE, TYP.
PARCEL NUMBER
12-290-21-000
0
50
FLOOD ZONE
DISTRICT 12,
LAND LOT 290
NOTE:
69
7.
CONTOUR LINES ARE AT FIVE FOOT
(5')
5
AND ONE FOOT (1') INTERVALS.
100
FINAL PLAN - STA. 60+00 TO STA. 75+00
STORM WATER SAMPLING POINT A UPSTREAM
DeB
FINAL EROSION CONTROL PLANS FOR FORCE MAIN - STA. 60+00 TO 77+72
NAME
FLOOD STATEMENT
LEGEND
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOIL
SYMBOL
EROSION CONTROL NOTES
SdD
R
DALTON UTILITIES
EROSION CONTROL LEGEND
SOILS INFORMATION
FLOOD ZONE
*
NEW 2" AIR RELEASE/
VACUUM BREAK MANHOLE
EXIST. MANHOLE 1.1
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
.7
3
77
10'
NEW 8" CLASS 350
D.I.P. GRAVITY SEWER
NEW LIFT STATION
SOIL SYMBOL, TYP.
CoA
CONSTRUCTION EXIT
NEW 6" SDR11 HDPE FORCE MAIN
INSIDE 10" STEEL CASING, JACK &
BORE THROUGH SOIL AND/OR ROCK
AnE
NEW 6" SDR11 HDPE FORCE MAIN
TEMPORARY AND PERMANENT GRASSING SHALL BE
REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
TYPE C SILT FENCE, TWO ROWS, FIVE FOOT (5') SPACE BETWEEN ROWS
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
FLOOD ZONE
MATCH LINE
SEE PREVIOUS
PANEL - THIS
SHEET
EASTBROOK
MIDDLE SCHOOL
PAR
CEL
12-29 NUMBE
R
1-17000
PARCEL NUMBER
12-291-10-000
SOIL DELINEATION LINE, TYP.
DISTRICT 12,
LAND LOT 291
APPROXIMATE
LAND LOT LINE
BoD
DISTRICT 12, LAND LOT 290
SCALE IN FEET
0
50
100
FINAL PLAN - STA. 75+00 TO STA. 77+72
NOTE:
CONTOUR LINES ARE AT FIVE FOOT (5')
AND ONE FOOT (1') INTERVALS.
15
AnE
BoD
CoA
NAME
EROSION CONTROL NOTES
FLOOD STATEMENT
LEGEND
EXIST. 5 FT. CONTOUR LINE
EXIST. 25 FT. CONTOUR LINE
EXIST. SPOT ELEVATION
APPROXIMATE LIMITS OF RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
LAND LOT LINE
NEW SEWER FORCE MAIN
NEW 2" AIR RELEASE VACUUM BREAK MANHOLE
EXIST. GRAVITY SEWER LINE OR FORCE MAIN
EXIST. SEWER MANHOLE
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. WATER METER
EXIST. WATER LINE
EXIST. GAS LINE
EXIST. POWER LINE
EXIST. FENCE
WATERWAY FLOW DIRECTION
STREAM BUFFER ZONE
SILT FENCE
STORM WATER FLOW DIRECTION
STONE CHECK DAM
SLOPE
(PERCENT)
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
2
REMOVE ONCE PERMANENT VEGETATION IS IN PLACE
DeB
FtB
W
OWNER/DEVELOPER
24-HOUR EMERGENCY CONTACT
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
SOIL
SYMBOL
EROSION CONTROL LEGEND
SEQUENCE OF EVENTS
HAYBALE CHECK DAM
ROCK RIPRAP LINING
76
8
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
DeB
TYPE C SILT FENCE, 2 ROWS,
5' SPACE BETWEEN ROWS
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
NEW MANHOLE A-2
STA. 501+27.4
MoF
BER
M
U
N
0
CEL 1-00
PAR 2-291-2
1
HAYBALE CHECK DAM
(AS DETERMINED IN THE FIELD)
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
NEW MANHOLE A-4
STA. 504+64.3
STORM WATER SAMPLING
POINT D DOWNSTREAM
NEW 8" CLASS 350
D.I.P. GRAVITY SEWER
TYPE C SILT FENCE, 2 ROWS,
5' SPACE BETWEEN ROWS
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
NEW MANHOLE A-7
STA. 508+34.0
STORM WATER SAMPLING
POINT E UPSTREAM
FLOOD
ZONE
NEW MANHOLE A-6
STA. 507+57.3
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
AnE
STORM WATER SAMPLING
POINT G UPSTREAM
NEW MANHOLE A-3
STA. 502+25.3
ROCK
RIPRAP
LINING
*
*
*
*
EXIST. MANHOLE 1.7
STA. 510+18.9
*
BER
UM 0
N
CEL 1-00
PAR 2-291-1
1
BEGIN GRAVITY
SEWER PROJECT
NEW MANHOLE A-1
STA. 500+00.0
DeB
BER
UM 0
N
CEL 0-00
PAR -291-1
12
*
2.
ROCK
RIPRAP
LINING
NEW MANHOLE A-5
STA. 507+05.8
STORM WATER SAMPLING
POINT F DOWNSTREAM
APPROXIMATE
PROPERTY LINE
DeB
STORM WATER SAMPLING
POINT H DOWNSTREAM
BER
UM 0
N
CEL 8-00
PAR 2-291-0
1
OAD
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
ALT R
STORM WATER SAMPLING
POINT C UPSTREAM
BER
UM 0
N
CEL 6-00
PAR 2-291-1
1
MARK AND STAKE 25 FOOT
(25') STREAM BUFFER
TYPE C SILT FENCE, 2 ROWS,
5' SPACE BETWEEN ROWS
REMOVE ONCE PERMANENT
VEGETATION IS IN PLACE
ASPH
ROCK
RIPRAP
LINING
DALTON UTILITIES
SOILS INFORMATION
SOIL DELINEATION LINE, TYP.
FLOOD
ZONE
DISTRICT 12,
LAND LOT 291
CoA
AnE
SOIL SYMBOL, TYP.
TEMPORARY AND PERMANENT GRASSING SHALL BE REQUIRED ALONG GENERAL LENGTH OF DISTURBED AREA
SCALE IN FEET
0
50
100
INITIAL PLAN - STA. 500+00 TO STA. 510+18.9
NOTE:
CONTOUR LINES ARE AT FIVE FOOT (5')
AND ONE FOOT (1') INTERVALS.
16
17
DALTON UTILITIES
SPECIFICATIONS - PAGES 1 - 10
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT
18
DALTON UTILITIES
SPECIFICATIONS - PAGES 11 - 17
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS
EASTBROOK MIDDLE SCHOOL FORCE MAIN AND
ANTIOCH ELEMENTARY SCHOOL GRAVITY SEWER PROJECT