silt fence detail · 2019-08-05 · consulting engineers & planners 3122 fire road egg harbor...
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Dra
wn
De
sig
ne
d
City of S
om
ers P
oint
Atlantic C
ounty, N
ew
Jersey
SheetJob No.
B/O Total
Da
te
Ch
ecke
dA
pp
ro
ve
dD
ate
Date
Revisions
By
31
22
F
ire
R
oa
d
Eg
g H
arb
or T
ow
nsh
ip
, N
ew
Je
rse
y 0
82
34
Ph
on
e: (6
09
) 5
69
-1
55
1
Fa
x: (6
09
) 5
69
-1
52
1
CO
NSU
LT
ING
EN
GIN
EE
RS &
PL
AN
NE
RS
M AO
TT
State B
oard of P
rofessional E
ngineers &
Land S
urveyors
Certificate of A
uthorization N
o. G
A 279020
Jam
es A
. M
ott
Professional E
ngineer &
Land S
urveyor
New
Jersey License N
o. 29918
Existing C
onditions
Block 1953, Lot 1.01 &
1.01.01
GK
SG
KS
JA
MJA
M12/4/18
7031.8 EXIST
31
Limit of Riparian Zone
1970 Wetlands Line
Spring High Tide Line
Mean High Water Line
Field Delineated Wetlands Line
High Tide Line
Tide Station 8534975
All elevations are in NAVD 88
Mean Low Water (MLW) = -2.19Mean High Water (MHW) = 1.34Spring High Tide Line (SHTL) = 2.05High Tide Line (HTL) = 2.80
Tide Station 8534975
All elevations are in NAVD 88
Mean Low Water (MLW) = -2.19Mean High Water (MHW) = 1.34Spring High Tide Line (SHTL) = 2.05High Tide Line (HTL) = 2.80
Mean Low Water Line
Dra
wn
De
sig
ne
d
City of S
om
ers P
oint
Atlantic C
ounty, N
ew
Jersey
SheetJob No.
B/O Total
Da
te
Ch
ecke
dA
pp
ro
ve
dD
ate
Date
Revisions
By
31
22
F
ire
R
oa
d
Eg
g H
arb
or T
ow
nsh
ip
, N
ew
Je
rse
y 0
82
34
Ph
on
e: (6
09
) 5
69
-1
55
1
Fa
x: (6
09
) 5
69
-1
52
1
CO
NSU
LT
ING
EN
GIN
EE
RS &
PL
AN
NE
RS
M AO
TT
State B
oard of P
rofessional E
ngineers &
Land S
urveyors
Certificate of A
uthorization N
o. G
A 279020
Jam
es A
. M
ott
Professional E
ngineer &
Land S
urveyor
New
Jersey License N
o. 29918
Proposed S
ite P
lan
Block 1953, Lot 1.01 &
1.01.01
GK
SG
KS
JA
MJA
M12/4/18
7031.8 GRAD
32
Limit of Riparian Zone
1970 Wetlands Line
Spring High Tide Line
Mean High Water Line
Field Delineated Wetlands Line
High Tide Line
Tide Station 8534975
All elevations are in NAVD 88
Mean Low Water (MLW) = -2.19Mean High Water (MHW) = 1.34Spring High Tide Line (SHTL) = 2.05High Tide Line (HTL) = 2.80
Mean Low Water Line
SILT FENCE DETAILNOT TO SCALE
FLOATING TURBIDITY BARRIER
DREDGING NOTES
1.0 DREDGING1.1 MATERIALS WILL BE MECHANICALLY DREDGED FROM DREDGE SITE IN MARINA TO
LIMITS SHOWN. TURBIDITY BARRIERS SHALL BE USED DURING DREDGING OPERATIONS.
2.0 MATERIAL TO BE USED FOR STRUCTURAL FILL (4,485 CY)2.1 MATERIAL WILL BE MECHANICALLY DREDGED AND MIXED WITH DRY PORTLAND
CEMENT ON UPLAND.2.2 MATERIAL WILL BE SPREAD ON UPLAND SITE UNTIL MATERIAL REACHES AN OPTIMUM
MOISTURE CONTENT.
3.0 FINAL CLEAN UP3.1 THE PARKING LOT AND ALL ANCILLARY AREAS AFFECTED BY THE CONSTRUCTION
OPERATIONS SHALL BE CLEANED AND RESTORED TO THE ORIGINAL PRE-CONSTRUCTEDCONDITIONS OR BETTER. STONE WILL BE INSTALLED OVER FILL.
Dra
wn
De
sig
ne
d
City of S
om
ers P
oint
Atlantic C
ounty, N
ew
Jersey
SheetJob No.
B/O Total
Da
te
Ch
ecke
dA
pp
ro
ve
dD
ate
Date
Revisions
By
31
22
F
ire
R
oa
d
Eg
g H
arb
or T
ow
nsh
ip
, N
ew
Je
rse
y 0
82
34
Ph
on
e: (6
09
) 5
69
-1
55
1
Fa
x: (6
09
) 5
69
-1
52
1
CO
NSU
LT
ING
EN
GIN
EE
RS &
PL
AN
NE
RS
M AO
TT
State B
oard of P
rofessional E
ngineers &
Land S
urveyors
Certificate of A
uthorization N
o. G
A 279020
Jam
es A
. M
ott
Professional E
ngineer &
Land S
urveyor
New
Jersey License N
o. 29918
Construction D
etails
GK
SG
KS
GK
SJA
M12/4/18
7031.8 DETAILS
33
BULKHEAD PLAN VIEW DETAIL
BULKHEAD SECTION VIEW DETAIL
TYPICAL "DEAD-MAN" STRUCTURE SECTION DETAIL
BULKHEAD FRONT VIEW DETAIL
PARKING LOT FILL AREANOT TO SCALE