Embed Size (px)
Citation preview
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
##
#
##
#
##
#
##
#
##
##
##
##
8
##
##
##
##
7
##
##
##
##
6
##
##
##
##
5
##
##
##
##
##
##
##
#4
##
##
##
##
##
##
##
#3
##
##
##
##
##
##
##
#2
##
##
##
##
##
##
##
#1
11G0.01
161166.002_INDEX
CO
VE
R P
AG
E
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
&
R
EP
LA
CE
ME
NT
##
##
##
##
##
##
##
##
GEORGETOWN COUNTY
DEPARTMENT OF PUBLIC SERVICES
GEORGETOWN COUNTY | SOUTH CAROLINA
MARSH WALK CONCRETE SIDEWALK
REPAIR & REPLACEMENT
SCALE: N.T.S.
VICINITY MAP
SCALE: N.T.S.
LOCATION MAP
PROJECT LOCATION
PROJECT LOCATION
SCALE: N.T.S.
SITE OVERVIEW
G0.01
C1.01
COVER PAGE
C3.01
PHASE 1C - SIDEWALK PLAN
DRAWING INDEX
SHEET TITLE
CIVIL
C2.01 PHASE 1E - SOUTH SIDEWALK PLAN
G1.01 MARSH WALK PHASE INDEX
C2.02
C4.01 CIVIL SECTIONS & NOTES
PHASE 3D - SIDEWALK PLAN
PHASE 1E - NORTH SIDEWALK PLAN
PHASE 1C - DEMOLITION PLAN
DEMOLITION
PHASE 1E - SOUTH DEMOLITION PLAN
PHASE 3D - DEMOLITION PLAN
PHASE 1E - NORTH DEMOLITION PLAN
D1.01
D3.01
D2.01
D2.02
R
IP
R
A
P
M
A
R
S
H
G
R
A
S
S
M
A
R
S
H
G
R
A
S
S
M
A
R
S
H
G
R
A
S
S
M
A
R
S
H
V
IE
W
C
R
A
Z
Y
S
IS
T
E
R
S
M
A
R
IN
A
D
R
E
D
G
E
A
R
E
A
D
R
E
D
G
E
A
R
E
A
S
S
SS
S
S
S
S
S
S
S
S
S
SS
SS
S
S
S
S
S
S
S
C
H
A
N
D
L
E
R
A
V
E
N
U
E
F
L
A
G
G
S
T
R
E
E
T
C
H
A
N
N
E
L
B
C
H
A
N
N
E
L
C
C
H
A
N
N
E
L
D
G
E
O
R
G
E
T
O
W
N
C
O
U
N
T
Y
N
H
V
A
C
H
V
A
C
S
H
E
D
U
N
D
E
R
G
R
O
U
N
D
L
I
Q
U
I
D
P
R
O
P
A
N
E
H
V
A
C
T
R
A
N
S
S
I
G
N
E
L
E
C
T
R
A
N
S
S
S
S
S
O
Y
S
T
E
R
S
H
E
L
L
B
A
N
K
W
O
O
D
D
E
C
K
H
V
A
C
P
H
A
S
E
5
W
.
B
.
O
.
W
.
B
U
B
B
A
'S
L
O
V
E
S
H
A
K
C
A
P
T
D
A
V
E
S
D
O
C
K
S
I
D
E
M
U
L
L
E
T
H
U
T
C
R
E
E
K
R
A
T
Z
C
L
A
W
H
O
U
S
E
D
E
A
D
D
O
G
D
R
U
N
K
E
N
J
A
C
K
'S
B
O
V
I
N
E
S
W
A
H
O
O
'
S
P
H
A
S
E
1
A
W
.
B
.
O
.
L
.
P
H
A
S
E
1
B
W
.
B
.
O
.
S
.
P
H
A
S
E
1
C
C
O
N
C
.
P
H
A
S
E
1
D
W
.
B
.
O
.
W
.
P
H
A
S
E
1
E
C
O
N
C
.
P
H
A
S
E
2
W
.
B
.
O
.
W
.
P
H
A
S
E
3
A
W
.
B
.
O
.
W
.
P
H
A
S
E
3
B
C
O
N
C
.
P
H
A
S
E
3
D
C
O
N
C
.
P
H
A
S
E
3
C
W
.
B
.
O
.
W
.
P
H
A
S
E
4
A
W
.B
.O
.W
.
P
H
A
S
E
4
A
W
.B
.O
.W
.
BK
BK
BK
BK
WALKWAY LEGEND
CALLOUT DESCRIPTION HATCH
W.B.O.W. WOODEN BOARDWALK OVER WATER
W.B.O.S. WOODEN BOARDWALK OVER SEAWALL
W.B.O.L. WOODEN BOARDWALK OVER LAND
CONC. CONCRETE SIDEWALK @ GRADE
SCOPE OF WORK
PHASE DESCRIPTION AREA [SF]
SHEETS
1C
CONCRETE SIDEWALK @ GRADE1,180
C1.01
1E CONCRETE SIDEWALK @ GRADE 3,448 C2.01, C2.02
3D CONCRETE SIDEWALK @ GRADE 1,953 C3.01
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
##
#
##
#
##
#
##
#
##
##
##
##
8
##
##
##
##
7
##
##
##
##
6
##
##
##
##
5
##
##
##
##
##
##
##
#4
##
##
##
##
##
##
##
#3
##
##
##
##
##
##
##
#2
##
##
##
##
##
##
##
#1
11G1.01
161166.002_INDEX
PH
AS
E IN
DE
X
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
&
R
EP
LA
CE
ME
NT
##
##
##
##
##
##
##
##
SITE LAYOUT
SCALE: N.T.S.
PHASE 1D
WOOD BOARDWALK
OVER WATER
PHASE 1B
WOOD BOARDWALK
OVER SEAWALL
N
FLOATING DOCK
RAMP ACCESS
RAMP ACCESS
FLOATING DOCK
PHASE 1C
CONCRETE WALK ON-GRADE
LENGTH: 118 FT
WIDTH: 10 FT
AREA: 1,180 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11D1.01
161166.002_STR
PH
AS
E 1C
- D
EM
OLIT
IO
N P
LA
N
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 1C DEMOLITION PLAN
PRIVATE FLOATING DOCK ACCESS.
COORDINATE WITH OWNER'S REPRESENTATIVE
FOR CLOSURES.
EXISTING CONCRETE WALKWAY TO BE DEMOLISHED AND REMOVED.
DEMOLITION NOTES:
1.) CONTRACTOR SHALL DEMOLISH AND REMOVE PHASE 1C CONCRETE
WALK ON-GRADE IN ITS ENTIRETY.
2.) EXISTING SUB-BASE BENEATH EXISTING CONCRETE SHALL BE
REMOVED TO A DEPTH OF 4" TO PREPARE FOR NEW BASE MATERIAL.
3.) REMOVE AND DISPOSE OF EXISTING BOTTOM RAILS ADJACENT TO
CONCRETE WALKWAYS INDENTED FOR DEMOLITION.
GENERAL DEMOLITION NOTES:
1.) COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER'S
REPRESENTATIVE FOR SHUTDOWN PERIODS AND SEQUENCE OF
WORK. CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE FOR THE LOCATION OF CONSTRUCTION
BARRICADES TO PROHIBIT PEDESTRIAN TRAFFIC DURING ALL
PHASES OF CONSTRUCTION.
2.) DEMOLITION PLANS SHALL BE COORDINATED WITH DRAWINGS FOR
NEW CONSTRUCTION TO DETERMINE THE EXACT BOUNDARIES OF
SPECIFIC DEMOLITION.
3.) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE
THEMSELVES WITH EXISTING CONDITIONS. ANY QUESTIONS OR
DISCREPANCIES FOUND IN REGARD TO THE CONTRACT DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF
RECORD IN WRITING. FIELD MEASURE EXISTING CONDITIONS PRIOR
TO FABRICATION OF OFF-SITE MATERIALS.
4.) THE CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE TO SCHEDULE REMOVAL OF EXISTING
FURNISHINGS ALONG PEDESTRIAN WALKWAY PRIOR TO PHASE
COMMENCEMENT.
5.) ALL ITEMS IDENTIFIED TO BE SALVAGED AND REUSED SHALL BE
REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE
UNTIL SALVAGED ITEMS ARE REQUIRED FOR NEW WORK. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE ANY ITEMS IDENTIFIED FOR SALVAGE AND REUSE THAT
ARE DAMAGED DURING THE DURATION OF THIS CONTRACTED WORK.
THE OWNER'S REPRESENTATIVE SHALL BE THE JUDGE OF
SUITABILITY FOR SALVAGED ITEMS FOR REUSE IN THE WORK.
DEMOLITION SCOPE OF WORK
MA
TC
H L
IN
E "A
"
MA
TC
H L
IN
E "A
"
BUBBA'S
LOVE SHAK
7'-0
"
7'-0"
11'-0"
PHASE 2
WOOD BOARDWALK
OVER WATER
EXISTING BULKHEAD
E
X
IS
T
IN
G
V
IN
Y
L B
U
LK
H
E
A
D
EXISTING VINYL BULKHEAD
N
DOCKSIDE
PRIVATE DOCK ACCESS.
PRIVATE DOCK ACCESS.
EXISTING GUARD RAILS
EXISTING GUARDRAILS
PHASE 1E
CONCRETE WALK ON-GRADE
LENGTH: 350 FT
WIDTH: 7 FT - 11 FT
AREA: 3,448 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11D2.01
161166.002_STR
PH
AS
E 1E
- S
OU
TH
D
EM
O. P
LA
N
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 1E DEMOLITION PLAN (SOUTH)
GENERAL DEMOLITION NOTES:
1.) COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER'S
REPRESENTATIVE FOR SHUTDOWN PERIODS AND SEQUENCE OF
WORK. CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE FOR THE LOCATION OF CONSTRUCTION
BARRICADES TO PROHIBIT PEDESTRIAN TRAFFIC DURING ALL
PHASES OF CONSTRUCTION.
2.) DEMOLITION PLANS SHALL BE COORDINATED WITH DRAWINGS FOR
NEW CONSTRUCTION TO DETERMINE THE EXACT BOUNDARIES OF
SPECIFIC DEMOLITION.
3.) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE
THEMSELVES WITH EXISTING CONDITIONS. ANY QUESTIONS OR
DISCREPANCIES FOUND IN REGARD TO THE CONTRACT DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF
RECORD IN WRITING. FIELD MEASURE EXISTING CONDITIONS PRIOR
TO FABRICATION OF OFF-SITE MATERIALS.
4.) THE CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE TO SCHEDULE REMOVAL OF EXISTING
FURNISHINGS ALONG PEDESTRIAN WALKWAY PRIOR TO PHASE
COMMENCEMENT.
5.) ALL ITEMS IDENTIFIED TO BE SALVAGED AND REUSED SHALL BE
REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE
UNTIL SALVAGED ITEMS ARE REQUIRED FOR NEW WORK. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE ANY ITEMS IDENTIFIED FOR SALVAGE AND REUSE THAT
ARE DAMAGED DURING THE DURATION OF THIS CONTRACTED WORK.
THE OWNER'S REPRESENTATIVE SHALL BE THE JUDGE OF
SUITABILITY FOR SALVAGED ITEMS FOR REUSE IN THE WORK.
DEMOLITION NOTES:
1.) CONTRACTOR SHALL DEMOLISH AND REMOVE PHASE 1E CONCRETE
WALK ON-GRADE AS INDICATED ON THESE PLANS. DEMOLISH
CONCRETE WALKWAY BETWEEN EXISTING WOODEN GUARDRAILS
WHERE CONCRETE EXTENDS BEYOND RAILS TO BULKHEAD. SAWCUT
CONCRETE CLEAN @ CONTROL JOINTS LOCATED ADJACENT TO
WOODEN GUARDRAILS. EXISTING CONCRETE BEYOND GUARDRAILS
IS NOT COVERED IN THIS SCOPE OF WORK AND SHALL REMAIN IN
PLACE.
2.) EXISTING SUB-BASE BENEATH EXISTING CONCRETE SHALL BE
REMOVED TO A DEPTH OF 4" TO PREPARE FOR NEW BASE MATERIAL.
3.) REMOVE AND DISPOSE OF EXISTING BOTTOM RAILS ADJACENT TO
CONCRETE WALKWAYS INDENTED FOR DEMOLITION.
4.) PROTECT EXISTING FLAG POLE WHERE INDICATED ON PLANS.
EXISTING SLEEVE BASE FOR POLE SHALL REMAIN IN PLACE DURING
CONSTRUCTION.
LOCATION OF EXISTING
PRIVATELY-OWNED FLAG
POLE TO REMAIN.
STAIR ACCESS. COORDINATE
WITH OWNER'S
REPRESENTATIVE FOR
CLOSURE & BARRICADES.
STAIR ACCESS TO DOCKSIDE
RESTAURANT.
COORDINATE WITH OWNER'S
REPRESENTATIVE FOR
CLOSURE & BARRICADES.
STAIR ACCESS TO BUBBA'S
LOVE SHAK.
COORDINATE WITH OWNER'S
REPRESENTATIVE FOR
CLOSURE & BARRICADES.
DEMOLITION SCOPE OF WORK
MA
TC
H L
IN
E "A
"
MA
TC
H L
IN
E "A
"
B
U
B
B
A
BUBBA'S
LOVE SHAK
PHASE 1D
WOOD BOARDWALK
OVER WATER
EXISTING BULKHEAD
EXISTING BULKHEAD
N
PRIVATE DOCK ACCESS.
PRIVATE DOCK ACCESS
EXISTING GUARD RAILS
EXISTING GUARD RAILS
EXISTING GUARDRAILS
FLOATING DOCK
PHASE 1E
CONCRETE WALK ON-GRADE
LENGTH: 350 FT
WIDTH: 7 FT - 11 FT
AREA: 3,448 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11D2.02
161166.002_STR
PH
AS
E 1E
- N
OR
TH
D
EM
O. P
LA
N
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 1E DEMOLITION PLAN (NORTH)
EXISTING CONCRETE SLAB OVER BULKHEADS TO REMAIN.
CONCRETE SLAB @ DRUNKEN JACKS
BEYOND WOODEN GUARD RAILS TO REMAIN
DEMOLISH CONCRETE SIDEWALK
TO CONTROL JOINT LOCATED @
WOODEN GUARDRAIL. SAWCUT
105 FT. OF CONCRETE @ LINE OF
DEMOLITION.
DEMOLISH CONCRETE SIDEWALK
TO CONTROL JOINT LOCATED @
WOODEN GUARDRAIL. SAWCUT 55 FT.
OF CONCRETE @ LINE OF
DEMOLITION.
GENERAL DEMOLITION NOTES:
1.) COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER'S
REPRESENTATIVE FOR SHUTDOWN PERIODS AND SEQUENCE OF
WORK. CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE FOR THE LOCATION OF CONSTRUCTION
BARRICADES TO PROHIBIT PEDESTRIAN TRAFFIC DURING ALL
PHASES OF CONSTRUCTION.
2.) DEMOLITION PLANS SHALL BE COORDINATED WITH DRAWINGS FOR
NEW CONSTRUCTION TO DETERMINE THE EXACT BOUNDARIES OF
SPECIFIC DEMOLITION.
3.) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE
THEMSELVES WITH EXISTING CONDITIONS. ANY QUESTIONS OR
DISCREPANCIES FOUND IN REGARD TO THE CONTRACT DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF
RECORD IN WRITING. FIELD MEASURE EXISTING CONDITIONS PRIOR
TO FABRICATION OF OFF-SITE MATERIALS.
4.) THE CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE TO SCHEDULE REMOVAL OF EXISTING
FURNISHINGS ALONG PEDESTRIAN WALKWAY PRIOR TO PHASE
COMMENCEMENT.
5.) ALL ITEMS IDENTIFIED TO BE SALVAGED AND REUSED SHALL BE
REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE
UNTIL SALVAGED ITEMS ARE REQUIRED FOR NEW WORK. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE ANY ITEMS IDENTIFIED FOR SALVAGE AND REUSE THAT
ARE DAMAGED DURING THE DURATION OF THIS CONTRACTED WORK.
THE OWNER'S REPRESENTATIVE SHALL BE THE JUDGE OF
SUITABILITY FOR SALVAGED ITEMS FOR REUSE IN THE WORK.
DEMOLITION NOTES:
1.) CONTRACTOR SHALL DEMOLISH AND REMOVE PHASE 1E CONCRETE
WALK ON-GRADE AS INDICATED ON THESE PLANS. DEMOLISH
CONCRETE WALKWAY BETWEEN EXISTING WOODEN GUARDRAILS
WHERE CONCRETE EXTENDS BEYOND RAILS TO BULKHEAD. SAWCUT
CONCRETE CLEAN @ CONTROL JOINTS LOCATED ADJACENT TO
WOODEN GUARDRAILS. EXISTING CONCRETE BEYOND GUARDRAILS
IS NOT COVERED IN THIS SCOPE OF WORK AND SHALL REMAIN IN
PLACE.
2.) EXISTING SUB-BASE BENEATH EXISTING CONCRETE SHALL BE
REMOVED TO A DEPTH OF 4" TO PREPARE FOR NEW BASE MATERIAL.
3.) REMOVE AND DISPOSE OF EXISTING BOTTOM RAILS ADJACENT TO
CONCRETE WALKWAYS INDENTED FOR DEMOLITION.
DEMOLITION SCOPE OF WORK
COORDINATE WITH OWNER'S
REPRESENTATIVE FOR
CLOSURE & BARRICADES @
ACCESS LOCATIONS
MA
TC
H L
IN
E "B
"
MA
TC
H L
IN
E "B
"
PHASE 3C
WOODEN
BOARDWALK
OVER WATER
EXISTING TIMBER BULKHEADEXISTING TIMBER BULKHEADEXISTING TIMBER BULKHEAD
N
MA
TC
H L
IN
E "B
"
MA
TC
H L
IN
E "B
"
PHASE 4A
WOOD BOARDWALK
OVER WATER
PHASE 3D
24' UNDER SCOPE OF
SEAWALL REPAIR
EXISTING TIMBER BULKHEADEXISTING TIMBER BULKHEAD
N
PHASE 3D
CONCRETE WALK ON-GRADE
LENGTH: 279 FT
WIDTH: 7 FT
AREA: 1,953 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11D3.01
161166.002_STR
PH
AS
E 3D
- D
EM
OLIT
IO
N P
LA
N
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 3D DEMOLITION PLAN (EAST)
SCALE: N.T.S.
PHASE 3D DEMOLITION PLAN (WEST)
DEMOLITION NOTES:
1.) CONTRACTOR SHALL DEMOLISH AND REMOVE PHASE 3D CONCRETE
WALK ON-GRADE IN ITS ENTIRETY. DEMOLISH EXISTING CONCRETE
UP TO THE INTERSECTION OF PARKING LOT ACCESS PATHS AND
PROVIDE SAWCUT FINISH ON EXISTING CONCRETE TO REMAIN.
2.) EXISTING SUB-BASE BENEATH EXISTING CONCRETE SHALL BE
REMOVED TO A DEPTH OF 4" TO PREPARE FOR NEW BASE MATERIAL.
3.) REMOVE AND DISPOSE OF EXISTING BOTTOM RAILS ADJACENT TO
CONCRETE WALKWAYS INDENTED FOR DEMOLITION.
EXISTING CONCRETE WALKWAY TO BE DEMOLISHED AND REMOVED.
EXISTING CONCRETE WALKWAY TO BE DEMOLISHED AND REMOVED.
WICKED TUNA'S PARKING
WICKED TUNA'S PARKING
GENERAL DEMOLITION NOTES:
1.) COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER'S
REPRESENTATIVE FOR SHUTDOWN PERIODS AND SEQUENCE OF
WORK. CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE FOR THE LOCATION OF CONSTRUCTION
BARRICADES TO PROHIBIT PEDESTRIAN TRAFFIC DURING ALL
PHASES OF CONSTRUCTION.
2.) DEMOLITION PLANS SHALL BE COORDINATED WITH DRAWINGS FOR
NEW CONSTRUCTION TO DETERMINE THE EXACT BOUNDARIES OF
SPECIFIC DEMOLITION.
3.) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE
THEMSELVES WITH EXISTING CONDITIONS. ANY QUESTIONS OR
DISCREPANCIES FOUND IN REGARD TO THE CONTRACT DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF
RECORD IN WRITING. FIELD MEASURE EXISTING CONDITIONS PRIOR
TO FABRICATION OF OFF-SITE MATERIALS.
4.) THE CONTRACTOR SHALL COORDINATE WITH OWNER'S
REPRESENTATIVE TO SCHEDULE REMOVAL OF EXISTING
FURNISHINGS ALONG PEDESTRIAN WALKWAY PRIOR TO PHASE
COMMENCEMENT.
5.) ALL ITEMS IDENTIFIED TO BE SALVAGED AND REUSED SHALL BE
REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE
UNTIL SALVAGED ITEMS ARE REQUIRED FOR NEW WORK. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE ANY ITEMS IDENTIFIED FOR SALVAGE AND REUSE THAT
ARE DAMAGED DURING THE DURATION OF THIS CONTRACTED WORK.
THE OWNER'S REPRESENTATIVE SHALL BE THE JUDGE OF
SUITABILITY FOR SALVAGED ITEMS FOR REUSE IN THE WORK.
DEMOLITION SCOPE OF WORK
PHASE 1D
WOOD BOARDWALK
OVER WATER
PHASE 1B
WOOD BOARDWALK
OVER SEAWALL
CO
NS
TR
UC
TIO
N
JO
IN
T
117'-8"7"
CO
NT
RO
L
JO
IN
T
10
'-0
"
TU
RN
DO
WN
ED
GE
T
U
R
N
D
O
W
N
E
D
G
E
C4.01
1
C4.01
2
N
CO
NS
TR
UC
TIO
N
JO
IN
T
CO
NS
TR
UC
TIO
N
JO
IN
T
FLOATING DOCK
RAMP ACCESS
RAMP ACCESS
FLOATING DOCK
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
PHASE 1C
CONCRETE WALK ON-GRADE
LENGTH: 118 FT
WIDTH: 10 FT
AREA: 1,180 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11C1.01
161166.002_STR
PH
AS
E 1C
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 1C PLAN
NEW CONCRETE SIDEWALK
GENERAL NOTES:
1.) ALL CONSTRUCTION BARRICADES INSTALLED DURING DEMOLITION
WORK SHALL REMAIN IN PLACE DURING ALL PHASES OF
CONSTRUCTED AND UNTIL APPROVAL IS PROVIDED BY OWNER'S
REPRESENTATIVE TO REMOVE. THE CONTRACTOR SHALL MAINTAIN
BARRICADES FOR THE REQUIRED DURATIONS.
CONCRETE NOTES:
1.) PREPARE SITE BY REMOVING ORGANIC/EXPANSIVE SOILS. PROVIDE 4"
OF COMPACTED BASE MATERIAL. COMPACT TO 95% OF STD PROCTOR
(ASTM D 698) PER NOTES ON SHEET C4.01.
2.) SLAB-ON-GRADE WALKWAYS SHALL BE A MINIMUM OF 4" THICK WITH
3,000 PSI CONCRETE. FIBER MESH REINFORCEMENT ADDITIVE SHALL
BE PROVIDED FOR ALL SLAB-ON-GRADE WALKWAYS.
3.) ALL SLAB-ON-GRADE WALKWAYS SHALL BE FINISHED WITH AN OYSTER
TABBY SURFACE ACCOMPLISHED PER THE DETAILS PROVIDED ON
SHEET C4.01.
4.) CONTROL JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ACI
302.1 GUIDELINES. PROVIDE CONTROL JOINTS AT A SPACING OF NO
MORE THAN 10 FEET APART IN ANY DIRECTION.
5.) CONSTRUCTION JOINTS SHALL BE INSTALLED PER SECTION 2 | SHEET
C4.01. PROVIDE CONSTRUCTION JOINTS NO MORE THAN 30 FEET
APART ALONG THE RUN OF THE SLAB-ON-GRADE WALKWAY AND AT
LOCATIONS WHERE INDICATED WITHIN THESE PLANS.
6.) PROVIDE
1
2
" EXPANSION JOINT @ INTERSECTIONS OF SAW CUT
EXISTING CONCRETE AND NEW CONCRETE PLACEMENT.
MA
TC
H L
IN
E "A
"
MA
TC
H L
IN
E "A
"
BUBBA'S
LOVE SHAK
7'-0
"
7'-0"
11'-0"
C
O
N
T
R
O
L
JO
IN
T
C
O
N
T
R
O
L
JO
IN
T
T
U
R
N
D
O
W
N
E
D
G
E
C
O
N
S
T
.
J
O
I
N
T
C
O
N
T
R
O
LJ
O
I
N
T
CONST.
JOINT
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
C
O
N
S
T
R
U
C
T
IO
N
J
O
IN
T
CONST.
JOINT
C
O
N
T
R
O
L
J
O
I
N
T
C4.01
1
C4.01
2
CONTROL
JOINT
PHASE 2
WOOD BOARDWALK
OVER WATER
EXISTING BULKHEAD
E
X
IS
T
IN
G
V
IN
Y
L B
U
LK
H
E
A
D
EXISTING VINYL BULKHEAD
N
DOCKSIDE
C
O
N
S
T
R
U
C
T
IO
N
JO
IN
T
C
O
N
T
R
O
L
JO
IN
T
CONST.
JOINT
CO
NS
TR
UC
TIO
N
JO
IN
T
CONTROL
JOINT
PRIVATE DOCK ACCESS.
PRIVATE DOCK ACCESS.
EXISTING GUARD RAILS
EXISTING GUARDRAILS
C
O
N
T
R
O
L
JO
IN
T
CONTROL
JOINT
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CONTROL
JOINT
CONTROL
JOINT
PLACE CONCRETE UP TO EXISTING
IN-GROUND SLEEVE FOR POLE BASE.
11'-0"
22
'-8
"
44'-10"
49'-4 1/2"
18'-0"
31'-5 1/2"
21
'-1
1 1
/2
"
1
4
'
-
1
1
/
2
"
25'-7" 7'-6"
22'-6"
1
8
'
-
7
"
PHASE 1E
CONCRETE WALK ON-GRADE
LENGTH: 350 FT
WIDTH: 7 FT - 11 FT
AREA: 3,448 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11C2.01
161166.002_STR
PH
AS
E 1E
- S
OU
TH
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 1E PLAN (SOUTH)
NEW CONCRETE SIDEWALK
NEW CONCRETE SIDEWALK
8'-9
"
GENERAL NOTES:
1.) ALL CONSTRUCTION BARRICADES INSTALLED DURING DEMOLITION
WORK SHALL REMAIN IN PLACE DURING ALL PHASES OF
CONSTRUCTED AND UNTIL APPROVAL IS PROVIDED BY OWNER'S
REPRESENTATIVE TO REMOVE. THE CONTRACTOR SHALL MAINTAIN
BARRICADES FOR THE REQUIRED DURATIONS.
CONCRETE NOTES:
1.) PREPARE SITE BY REMOVING ORGANIC/EXPANSIVE SOILS. PROVIDE 4"
OF COMPACTED BASE MATERIAL. COMPACT TO 95% OF STD PROCTOR
(ASTM D 698) PER NOTES ON SHEET C4.01.
2.) SLAB-ON-GRADE WALKWAYS SHALL BE A MINIMUM OF 4" THICK WITH
3,000 PSI CONCRETE. FIBER MESH REINFORCEMENT ADDITIVE SHALL
BE PROVIDED FOR ALL SLAB-ON-GRADE WALKWAYS.
3.) ALL SLAB-ON-GRADE WALKWAYS SHALL BE FINISHED WITH AN OYSTER
TABBY SURFACE ACCOMPLISHED PER THE DETAILS PROVIDED ON
SHEET C4.01.
4.) CONTROL JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ACI
302.1 GUIDELINES. PROVIDE CONTROL JOINTS AT A SPACING OF NO
MORE THAN 10 FEET APART IN ANY DIRECTION.
5.) CONSTRUCTION JOINTS SHALL BE INSTALLED PER SECTION 2 | SHEET
C4.01. PROVIDE CONSTRUCTION JOINTS NO MORE THAN 30 FEET
APART ALONG THE RUN OF THE SLAB-ON-GRADE WALKWAY AND AT
LOCATIONS WHERE INDICATED WITHIN THESE PLANS.
6.) PROVIDE
1
2
" EXPANSION JOINT @ INTERSECTIONS OF SAW CUT
EXISTING CONCRETE AND NEW CONCRETE PLACEMENT.
MA
TC
H LIN
E "A
"
MA
TC
H LIN
E "A
"
B
U
B
B
A
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NS
TR
UC
TIO
N
JO
IN
T
CO
NS
TR
UC
TIO
N
JO
IN
T
10'-0"
C4.01
1
C4.01
2
PHASE 1D
WOOD BOARDWALK
OVER WATER
EXISTING BULKHEAD
EXISTING BULKHEAD
N
CO
NS
TR
UC
TIO
N
JO
IN
T
CONTROL
JOINT
CO
NT
RO
L
JO
IN
T
PRIVATE DOCK ACCESS
EXISTING GUARD RAILS
EXISTING GUARD RAILS
EXISTING GUARDRAILS
FLOATING DOCK
7'-6"
22'-6" 30'-0" 30'-0" 30'-0 1/2" 29'-5"
2'-11"
12'-10"
10'-0"
PHASE 1E
CONCRETE WALK ON-GRADE
LENGTH: 350 FT
WIDTH: 7 FT - 11 FT
AREA: 3,448 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11C2.02
161166.002_STR
PH
AS
E 1E
- N
OR
TH
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 1E PLAN (NORTH)
NEW CONCRETE SIDEWALK
EXISTING CONCRETE OVER BULKHEAD.
PROVIDE EXPANSION JOINT @ NEW & OLD CONCRETE.
EXISTING CONCRETE BEYOND GUARD RAILS.
PROVIDE EXPANSION JOINT @ NEW & OLD CONCRETE.
GENERAL NOTES:
1.) ALL CONSTRUCTION BARRICADES INSTALLED DURING DEMOLITION
WORK SHALL REMAIN IN PLACE DURING ALL PHASES OF
CONSTRUCTED AND UNTIL APPROVAL IS PROVIDED BY OWNER'S
REPRESENTATIVE TO REMOVE. THE CONTRACTOR SHALL MAINTAIN
BARRICADES FOR THE REQUIRED DURATIONS.
CONCRETE NOTES:
1.) PREPARE SITE BY REMOVING ORGANIC/EXPANSIVE SOILS. PROVIDE 4"
OF COMPACTED BASE MATERIAL. COMPACT TO 95% OF STD PROCTOR
(ASTM D 698) PER NOTES ON SHEET C4.01.
2.) SLAB-ON-GRADE WALKWAYS SHALL BE A MINIMUM OF 4" THICK WITH
3,000 PSI CONCRETE. FIBER MESH REINFORCEMENT ADDITIVE SHALL
BE PROVIDED FOR ALL SLAB-ON-GRADE WALKWAYS.
3.) ALL SLAB-ON-GRADE WALKWAYS SHALL BE FINISHED WITH AN OYSTER
TABBY SURFACE ACCOMPLISHED PER THE DETAILS PROVIDED ON
SHEET C4.01.
4.) CONTROL JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ACI
302.1 GUIDELINES. PROVIDE CONTROL JOINTS AT A SPACING OF NO
MORE THAN 10 FEET APART IN ANY DIRECTION.
5.) CONSTRUCTION JOINTS SHALL BE INSTALLED PER SECTION 2 | SHEET
C4.01. PROVIDE CONSTRUCTION JOINTS NO MORE THAN 30 FEET
APART ALONG THE RUN OF THE SLAB-ON-GRADE WALKWAY AND AT
LOCATIONS WHERE INDICATED WITHIN THESE PLANS.
6.) PROVIDE
1
2
" EXPANSION JOINT @ INTERSECTIONS OF SAW CUT
EXISTING CONCRETE AND NEW CONCRETE PLACEMENT.
MA
TC
H L
IN
E "B
"
MA
TC
H L
IN
E "B
"
CO
NT
RO
L
JO
IN
T
7'-0
"
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NS
T.
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NS
T.
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
T
U
R
N
D
O
W
N
E
D
G
E
34'-8 1/2"60'-0"52'-1"11'-0"
7'-0
"
5"
6'-7
"
3'-1 1/2" 60'-0"
C4.01
1
C4.01
2
PHASE 3C
WOODEN
BOARDWALK
OVER WATER
EXISTING TIMBER BULKHEADEXISTING TIMBER BULKHEADEXISTING TIMBER BULKHEAD
N
CO
NS
T.
JO
IN
T
CO
NS
T.
JO
IN
T
CO
NS
T.
JO
IN
T
MA
TC
H L
IN
E "B
"
MA
TC
H L
IN
E "B
"
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NS
T.
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NS
T.
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
CO
NT
RO
L
JO
IN
T
TU
RN
DO
WN
ED
GE
PHASE 4A
WOOD BOARDWALK
OVER WATER
PHASE 3D
24' UNDER SCOPE OF
SEAWALL REPAIR
37'-10"60'-0"25'-3 1/2"
C4.01
1
C4.01
2
EXISTING TIMBER BULKHEADEXISTING TIMBER BULKHEAD
N
CO
NS
T.
JO
IN
T
CO
NS
T.
JO
IN
T
7'-0
"
PHASE 3D
CONCRETE WALK ON-GRADE
LENGTH: 279 FT
WIDTH: 7 FT
AREA: 1,953 SF
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11C3.01
161166.002_STR
PH
AS
E 3D
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
SCALE: N.T.S.
PHASE 3D PLAN (EAST)
SCALE: N.T.S.
PHASE 3D PLAN (WEST)
NEW CONCRETE SIDEWALK
NEW CONCRETE SIDEWALK
GENERAL NOTES:
1.) ALL CONSTRUCTION BARRICADES INSTALLED DURING DEMOLITION
WORK SHALL REMAIN IN PLACE DURING ALL PHASES OF
CONSTRUCTED AND UNTIL APPROVAL IS PROVIDED BY OWNER'S
REPRESENTATIVE TO REMOVE. THE CONTRACTOR SHALL MAINTAIN
BARRICADES FOR THE REQUIRED DURATIONS.
CONCRETE NOTES:
1.) PREPARE SITE BY REMOVING ORGANIC/EXPANSIVE SOILS. PROVIDE 4"
OF COMPACTED BASE MATERIAL. COMPACT TO 95% OF STD PROCTOR
(ASTM D 698) PER NOTES ON SHEET C4.01.
2.) SLAB-ON-GRADE WALKWAYS SHALL BE A MINIMUM OF 4" THICK WITH
3,000 PSI CONCRETE. FIBER MESH REINFORCEMENT ADDITIVE SHALL
BE PROVIDED FOR ALL SLAB-ON-GRADE WALKWAYS.
3.) ALL SLAB-ON-GRADE WALKWAYS SHALL BE FINISHED WITH AN OYSTER
TABBY SURFACE ACCOMPLISHED PER THE DETAILS PROVIDED ON
SHEET C4.01.
4.) CONTROL JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ACI
302.1 GUIDELINES. PROVIDE CONTROL JOINTS AT A SPACING OF NO
MORE THAN 10 FEET APART IN ANY DIRECTION.
5.) CONSTRUCTION JOINTS SHALL BE INSTALLED PER SECTION 2 | SHEET
C4.01. PROVIDE CONSTRUCTION JOINTS NO MORE THAN 30 FEET
APART ALONG THE RUN OF THE SLAB-ON-GRADE WALKWAY AND AT
LOCATIONS WHERE INDICATED WITHIN THESE PLANS.
6.) PROVIDE
1
2
" EXPANSION JOINT @ INTERSECTIONS OF SAW CUT
EXISTING CONCRETE AND NEW CONCRETE PLACEMENT.
4" CONCRETE SLAB.
MIN. 3,000 PSI CONCRETE
WITH FIBER MESH ADDITIVE
EXISTING BULKHEAD W/ TIEBACK ANCHORS
WALKWAY WIDTH PER PLANS.
MINIMUM 7'-0"
1
SCALE: 1/2" = 1'-0"
SECTION @ CONCRETE SLAB
REPLACE BOTTOM 2x6 RAIL WHERE
REMOVED WITH NEW TRT 2x6 FASTENED
TO POST WITH (3) #12 x 3" S.S. SCREWS
EXISTING GUARDPOST & RAILS
COMPACTED BASE MATERIAL
PROVIDE OYSTER TABBY FINISH
TO CONCRETE SURFACE
THROUGHOUT.
(5) Ø
1
2
" x 12" SMOOTH SS DOWEL.
SPACED 24" O.C. & WITHIN 6" OF END
TYP. CONSTRUCTION JOINT.
SPACE JOINTS @ 60' O.C. MAX.
PROVIDE FULL DEPTH
1
2
" EXPANSION
JOINT BETWEEN SLABS.
4"
4"
8" 8"
8"
1
4
" x 1" SAWCUT OR
FORMED CONTROL JOINT
SPACE JOINTS @ 10' O.C. MAX.
2
SCALE: 3/4" = 1'-0"
TYP. CONSTRUCTION JOINT
SCALE: 3/4" = 1'-0"
TYP. CONTROL JOINT
PROVIDE OYSTER TABBY
FINISH TO CONCRETE
SURFACE PER DETAIL
BELOW.
SCALE: N.T.S.
OYSTER TABBY FINISH DETAIL
CONTRACTOR TO BROADCAST
CRUSHED OYSTER SHELL ONTO
UNCURED CONCRETE SURFACE
AFTER SCREEDING IN THREE
STEPS (BROADCAST
1
4
" OF
SHELLS AND FLOAT INTO
SURFACE WITH BULL FLOAT
THREE SUCCESSIVE TIMES)
PLAN VIEW
SECTION
BY
NO
.D
AT
ED
ES
CR
IP
TIO
NB
Y
OFSHEET
DE
SC
RIP
TIO
ND
AT
EN
O.
AD
DIT
IO
NS
, S
UB
MIT
TA
LS
&
R
EV
IS
IO
NS
EA
RT
HW
R
KS
---
---
---
---
--/--/--
8
--/--/--
7
--/--/--
6
--/--/--
5
---
----
--/--/--
4
---
----
--/--/--
3
---
----
--/--/--
2
LJC
FIN
AL
P
LA
NS
10
/ 1
0 / 2
01
71
11C4.01
161166.002_STR
SE
CT
IO
NS
&
N
OT
ES
GE
OR
GE
TO
WN
C
OU
NT
Y
PR
EP
AR
ED
F
OR
MU
RR
ELLS
IN
LE
T, S
C
MU
RR
ELLS
IN
LE
T M
AR
SH
W
ALK
SID
EW
AL
K R
EP
AIR
S &
R
EP
LA
CE
ME
NT
----
----
----
----
CONCRETE SIDEWALKS:
I.) GENERAL
1.1 PROVIDE CONCRETE SIDEWALKS TO THE LINES AND GRADES SHOWN WITHIN THESE CONTRACT DOCUMENTS.
1.2 THE CONSTRUCTION OF ITEMS UNDER THIS SPECIFICATION SHALL BE COORDINATED WITH OTHER ITEMS OF CONSTRUCTION SO
AS TO BE CONSTRUCTED IN PROPER SEQUENCE.
II.) PRODUCTS
2.1 PROVIDE CLASS "A" CONCRETE AS DEFINED BY SECTION 701 & 702 OF THE SOUTH CAROLINA DEPARTMENT OF HIGHWAYS &
PUBLIC TRANSPORTATION "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", LATEST EDITION.
2.2 THE CONCRETE USED SHALL BE COMPOSED OF A MIXTURE OF PORTLAND CEMENT, COARSE AND FINE AGGREGATES, AND
WATER. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,000 POUNDS PER SQUARE INCH AS SPECIFIED
WITHIN THESE CONTRACT DOCUMENTS.
A. ADDITIVES: FIBER MESH ADDITIVE SHALL BE UTILIZED FOR CONCRETE REINFORCING.
2.3 BASE MATERIAL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND
NATURAL OR CRUSHED SAND; ASTM 2940/D 2940M; EXCEPT WITH 100 PERCENT PASSING A 1-INCH (25-mm) SIEVE AND NOT MORE
THAN 8 PERCENT PASSING A NO. 200 (0.075-mm) SIEVE.
2.4 PROVIDE CRUSHED OYSTER SHELLS FOR APPLICATION OF OYSTER TABBY FINISH REQUIRED TO MATCH EXISTING CONCRETE
FINISH.
2.5 PRIOR TO STARTING WORK, OBTAIN ENGINEER'S APPROVAL OF METHODS, EQUIPMENT, TOOLS, AND MACHINERY FOR HANDLING
MATERIALS AND EXECUTING THE WORK. ENGINEER'S APPROVAL IS FOR ABILITY TO PERFORM WORK ONLY.
III.) EXECUTION
3.1 THE SUBGRADE SHALL BE EXCAVATED AND NEW BASE MATERIAL PLACED IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH
AT OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER TO 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO
ASTM D 698 STD. PROCTOR. COMPACTED BASE MATERIAL SHALL BE OF DEPTH REQUIRED BY THESE CONTRACT DOCUMENTS
AND SHAPED TO LINE, GRADE, AND CROSS-SECTION PRIOR TO THE CONCRETE BEING PLACED. THE SUBGRADE SHALL BE MADE
TO THE REQUIRED DEPTH AND WIDTH THAT WILL PERMIT THE INSTALLATION AND BRACING OF FORMS.
3.2 ALL SOFT AND YIELDING MATERIAL SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL, WHICH SHALL THEN BE
REPLACED PER 3.1 REQUIREMENTS ABOVE.
3.3 FORMS FOR SIDEWALKS SHALL BE OF WOOD OR METAL OF A SECTION SATISFACTORY TO MEET THE DESIGN CONDITIONS. THE
REINFORCING, IF REQUIRED, SHALL BE PLACED IN POSITION AS SHOWN ON THE DRAWINGS. ALLOW FORMS TO REMAIN IN PLACE
FOR A MINIMUM OF 24 HOURS AFTER CONCRETE PLACEMENT.
3.4 DO NOT PLACE CONCRETE UNTIL SUBGRADE AND FORMS HAVE BEEN CHECKED FOR LINE AND GRADE. MOISTEN SUBGRADE TO
PRODUCE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED.
3.5 THE SURFACE OF SIDEWALKS SHALL BE DIVIDED INTO BLOCKS BY USE OF A GROOVING TOOL. GROOVES SHALL BE PLACED SO
AS TO CAUSE EXPANSION JOINTS TO BE PLACED AT A GROOVE LINE. THE GROOVES SHALL BE SPACED A MAXIMUM OF TEN FEET
APART AND THE BLOCKS SHALL BE RECTANGULAR IN SHAPE. THE GROOVES SHALL BE CUT TO A DEPTH OF NOT LESS THAN ONE
INCH. THE EDGES OF THE GROOVES SHALL BE PLACED IN OTHER FLAT CONCRETE SECTIONS SO AS TO PRODUCE THE SAME
EFFECT AS IN THE SIDEWALKS. CONCRETE JOINTS SHALL BE FORMED BY A GROOVING TOOL IN CONCRETE CURB AND GUTTER
AT A MAXIMUM SPACING OF 10 FEET.
3.6 EXPANSION JOINTS FORMED BY 1/2 INCH PREMOLDED EXPANSION JOINT FILLER SHALL BE PLACED IN ALL SIDEWALKS AND
CURBS AT INTERVALS OF NOT OVER 60 FEET. ALL PREMOLDED EXPANSION JOINT FILLER SHALL BE CUT TO FULL WIDTH AND
LENGTH OF THE PROPOSED CONSTRUCTION AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE TOP OR FINISH GRADE. EXPANSION
JOINT FILLER OF THE THICKNESS INDICATED SHALL BE INSTALLED BETWEEN CONCRETE SIDEWALKS AND FIXED STRUCTURES
AND ADJACENT CONCRETE SECTIONS.
3.7 CONCRETE SURFACES SHALL BE PROTECTED FROM THE SUN BY ACCEPTABLE MEANS OF CURING. THE CURING PROCESS
SHALL BEGIN AS SOON AS MARRING OF THE NEW CONCRETE WILL NOT OCCUR. WHEN A WATER CURE IS USED THE CONCRETE
SHALL BE KEPT CONTINUOUSLY WET FOR 72 HOURS. IF THE CONTRACTOR ELECTS TO USE A MANUFACTURED CURING
MEMBRANE, IT SHALL BE APPLIED UNDER PRESSURE BY MECHANICAL SPRAYERS AT THE RATE RECOMMENDED BY THE
MANUFACTURER, BUT IN NO CASE AT A RATE LESS THAN ONE GALLON TO EACH 150 SQUARE FEET.
3.8 FINISH CONCRETE SURFACE VARIATIONS SHALL BE NOT MORE THAN 1/8 INCH UNDER A TEN FOOT LONG STRAIGHTEDGE.
PROVIDE CONCRETE WORK OF THIS SECTION WITH A WOOD FLOAT FINISH, UNLESS OTHERWISE SPECIFIED. THE EDGES OF ALL
CONCRETE SURFACES SHALL BE ROUNDED WITH AN EDGING TOOL HAVING A RADIUS OF 1/4 INCH.
3.9 SECTIONS OF SIDEWALKS THAT ARE DAMAGED DURING CONSTRUCTION AND BEFORE FINAL ACCEPTANCE SHALL BE REPLACED
IN A SATISFACTORY MANNER BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
3.10 AFTER THE CURING PROCESS HAS BEEN COMPLETED, CONCRETE WALKS AND CURBS SHALL BE BACKFILLED WITH SUITABLE
MATERIAL AND THEN TAMPED AND COMPACTED WITH METAL OR WOOD TAMPS. THE FINISH GRADE SHALL BE MADE SMOOTH
WITH THE TOP OF THE CONCRETE SURFACE. ALL EXCESS MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE.
3.11 SIDEWALKS SHALL HAVE A OYSTER TABBY FINISH PER THE DETAIL PROVIDED IN THESE CONTRACT DOCUMENTS.
