Final_Moccasin_Slough_Boardwalk_Site_Plans.pdf
PDF 7 MB Posted
- Attached to
- Moccasin Slough Boardwalk
- Solicitation number
- 25/26-043
- Issued by
- Clay County, Harold CDP, Florida
About this file
These are contract site plans and project layout documents prepared by GAI Consultants, Inc. for Clay County, Florida, detailing the construction of the Moccasin Slough Boardwalk project within Moccasin Slough Park in Harold CDP. The project encompasses approximately 7,642 linear feet of boardwalk construction along the St. Johns River, segmented into five construction sections with varying lengths and alignments. Key project components include an observation tower with two elevated levels, a pavilion structure with educational facilities, multiple overlook platforms equipped with 42-inch safety railings, ADA-compliant concrete sidewalk connections, and comprehensive site preparation involving tree removal and wetland preservation measures. The plans indicate boardwalk grade elevations of approximately 5.63 feet with record high water lines noted at 6.00 feet, typical sections showing 8-foot boardwalk widths and 4-inch concrete sidewalks with 12-inch Type B stabilization, and detailed plan-profile sheets spanning 31 sections with cross-sections and erosion control specifications. Bidders are required to submit separate bids for each of the five construction sections, with options to utilize pressure-treated lumber or composite materials. Electronic bids were due February 12, 2026, by 4:00 p.m. through Clay County's e-Procurement Portal, with Segment 1 (the base bid covering 932.53 linear feet) requiring substantial completion within 145 days from Notice to Proceed and final completion within 30 calendar days thereafter, assessed at liquidated damages of $100.00 per day for delays.
The project is funded through a Florida Recreation Development Assistance Program (FRDAP) grant from the State of Florida Department of Environmental Protection with total grant funding of $200,000 in state funds. Contractors must be licensed under Florida Chapter 489 with minimum five years of experience performing similar work, maintain 40% self-performance by their own workforce, and provide a 5% bid bond plus performance and payment bonds at 100% of contract value. Required insurance includes commercial general liability coverage of $1,000,000 per occurrence and $2,000,000 aggregate, workers' compensation coverage at statutory limits, and builder's risk insurance at 100% of project value, with coverage maintained continuously from bid submission through sixty days after bid opening. The procurement follows the lowest responsive and responsible bidder standard with no stated set-aside designations for disadvantaged, women-owned, or minority-owned enterprises. Contractors must coordinate with identified utilities including TECO Peoples Gas, Comcast, Clay Electric, Clay County Utility Authority, and AT&T to prevent service disruptions, comply with Florida Department of Transportation FY2025-2026 Standard Specifications, and maintain comprehensive erosion control and environmental protection measures throughout construction, including sediment prevention in storm drains and maintenance of ADA-accessible routes and handicap parking during the project execution.
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NO.
SHEET
0 1 2
Miles
N
REVISIONS
COMMISSIONERS
HOWARD WANAMAKER
COUNTY MANAGER
TARA S. GREEN
CLERK OF COURT
DESCRIPTIONDATE BY
KEY SHEET REVISIONS
LOCATION OF PROJECT
INDEX OF ROADWAY PLANS
JIM RENNINGER
KRISTEN BURKE
RICHARD SMITH P.E.
DIRECTOR OF ENGINEERING
JACKSONVILLE
FT PIERCE
FT LAUDERDALE
MIAMI
NAPLES
TAMPA
ORLANDO
TALLAHASSEE
PENSACOLA
T U R
N P
IK
E
BEE LINE
EXPRESSWAY
F
LO
R
ID
A S
BARTOW
KEY WEST
CHIPLEY
DELAND
CITY
LAKE
COUNTY ENGINEERING DEPARTMENT
PREPARED FOR
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
PLANS PREPARED BY:
RICHARD SMITH P.E.
DIRECTOR OF ENGINEERING
ADIRO
LF ,YTNUOC YALC
COUNTY CONTRACT NO. 2020/2021-228
JACKSONVILLE, FLORIDA 32258
12574 FLAGLER CENTER BLVD - SUITE 202
GAI CONSULTANTS, INC.
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CONTRACT PLANS COMPONENTS
SHEET NO. SHEET TITLE
PROJECT LOCATION
MOCCASIN SLOUGH BOARDWALK
ALEXANDRA COMPERE DISTRICT 2
STRUCTURE PLANS
SITE PLANS
6 - 36
3 - 5
TRAFFIC AND EROSION CONTROL
CROSS SECTIONS
PLAN AND PROFILE
PROJECT LAYOUT
TYPICAL SECTION
KEY SHEET
BETSY CONDON
JOHN SGROMOLO DISTRICT 1
DISTRICT 4, CHAIR
DISTRICT 3
DISTRICT 5, VICE-CHAIR
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY2025-2026 Standard Specifications
GOVERNING STANDARD PLANS:
Component
Standard Plans for Bridge Construction are included in the Structures Plans
APPLICABLE IRs: IR - -following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2025-2026 Standard Plans for Road and
STATE OF
No 63980
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AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
DATE DESCRIPTION
DATE DESCRIPTION
12574 FLAGLER CENTER BLVD - SUITE 202
JACKSONVILLE, FL 32258
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
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2'2'
FLAT FLAT
4' 4'
NATURAL GROUNDNATURAL GROUND
SOD SOD8' SIDEWALK
LIMITS OF CONSTRUCTION
VARIESVARIES
LIMITS OF CONSTRUCTION
4" CONCRETE SIDEWALK
12" TYPE B STABILIZATION (LBR 40)
TYPICAL SECTION
TYPICAL SECTION 1
FLAT
4' 4'
NATURAL GROUNDNATURAL GROUND
LIMITS OF CONSTRUCTION
VARIESVARIES
LIMITS OF CONSTRUCTION
TYPICAL SECTION 2
42" RAILING42" RAILING
VARIES
1:
4 1:4
8' BOARDWALK
£ CONST SPUR
STA. 82+59.33 TO STA. 94+74.38
£ CONST TOWER
STA 80+00.00 TO STA 80+75.00
£ CONST BOARDWALK
STA 10+31.30 TO STA 73+83.28
£ CONST.£ CONST.
£ CONST. SPUR
STA. 82+44.09 TO STA. 82+59.33
£ CONST. BOARDWALK
STA 9+71.25 TO STA 10+31.30
TECO PEOPLES GAS: JERROD CARTER (904-443-7355)
COMCAST: JAMES GRAHAM (904-509-6472)
CLAY ELECTRIC: JOEY WILKES (904-276-2888)
CLAY COUNTY UTILITY AUTHORITY: JOE PATERNITI (904-213-2412)
AT&T: PK PATEL (904-699-4976)
UTILITY CONTACTS:
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
ANY DAMAGE DUE TO THE CONTRACTOR'S FAILURE TO DO SO
CONTRACTOR SHALL LOCATE UTILITIES PRIOR TO CONSTRUCTION.
UTILITY COORDINATION
UTILITY SERVICES TO THE PARK SHALL NOT BE DISRUPTED.
ADA ACCESSIBLE ROUTE FROM THOSE SPACES TO PARK FACILITIES.
CONTRACTOR SHALL MAINTAIN HANDICAP PARKING SPACES AND
AREA STORM DRAINS.
CONTRACTOR SHALL PREVENT SEDIMENT BUILD-UP IN PARKING
WORK SITE MAINTENANCE.
MOWING AND WEED-WHACKING, LITTER REMOVAL, AND GENERAL
SITE THROUGHOUT CONSTRUCTION. THIS INCLUDES REGULAR
CONTRACTOR SHALL MAINTAIN A CLEAN AND WELL KEPT WORK
WORK SITE MAINTENANCE
STA 19+03.78 TO STA 60+49.52
SECTION 3
INCLUDES OBSERVATION TOWER
STA 60+49.52 TO STA 68+34.63
SECTION 2
INCLUDES PAVILION AT STA 19+03.78
STA 68+34.63 TO STA 73+83.28
STA 82+44.09 TO STA 94+74.38
STA 9+71.25 TO STA 19+03.78
SECTION 1
PLANS.
USING COMPOSITE MATERIALS WHERE NOTED IN THE STRUCTURES
USING ONLY PRESSURE TREATED LUMBER AND ANOTHER COST FOR
AS DEFINED BELOW. FOR EACH SECTION, PROVIDE A COST FOR
CONTRACTOR SHALL PROVIDE A SEPARATE BID FOR EACH SECTION
BIDDING INSTRUCTIONS
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$
N
Feet
0 50
PROJECT LAYOUT
¬ = 46° 20' 27" LT
PI STA 67+95.28
¬ = 18° 56' 43" LT
PI STA 19+46.21
¬ = 32° 14' 04"
PI STA 25+89.96
RAGGEDY POINT RD
MOCCASIN SLOUGH PARK
5 6
OVERLOOK
BEGIN ALIGNMENT
STA 9+00.00
BEGIN BOARDWALK
STA 10+41.30
BEGIN PROJECT
STA 9+71.25
PAVILION
EDUCATION
STA 73+83.28 (LT)
STA 19+03.78 (BK/AH)=
EQUATION:
N 41°15'23" E
N 22°18'40" E
N 54°32'44" E
S 6° '49
" E
S
°4
'3
E
£ CONST. BOARDWALK
CONST
BOARDWALK
£ CONST. SPURN 36°37'12" EBEGIN SPUR ALIGNMENT
STA 82+00.00
£ CONST BOARDWALK =
PI STA 68+34.63
EQUATION:
£ CONST SPUR
STA 94+74.38
¬ = 4° 38' 11" RT
PI STA 89+89.21
N 41°15'23" E
HIGH WATER LINE
APPROXIMATE MEAN
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$
N
0 50
PROJECT LAYOUT
¬ = 55° 51' 48" LT
PI STA 32+70.69
¬ = 38° 55' 51" LT
PI STA 48+73.01
ST JOHNS RIVER
WESTOVER RD
¬ = 62° 36' 59" LT
PI STA 40+00.00
¬ = 22° 58' 23" LT
PI STA 45+46.00
¬ = 60° 41' 32" LT
PI STA 55+80.24
OVERLOOK
OVERLOOK
OBSERVATION TOWER
N 54°32'44" E
N 1°1
9'0 4"
W
N
°5
'0
W
N
°5
'2
W
S 54°09'43" W
S 6° '49
" E
£ CONST BOARDWALK =
STA 60+49.52
£ CONST TOWER
STA 80+00.00
CONST
BOARDWALK
N
°2
'1
E
C
O N S
T
T
O W
E R
HIGH WATER LINE
APPROXIMATE MEAN
10 11 12
1.9
1.5
1.1
1.5
0.8
0.8
0.9
0.5
0.3
0.1
3.6
3.2
3.1
3.4
2.6
3.0
2.8
2.2
2.2
W
W
W
W
3.80
BEGIN PROJECT
STA 9+71.25
SIDEWALK
TIE TO EXISTING
WETLAND LINE
TO REMAIN
21" PINE
TO BE REMOVED
11" SWEET GUM
TO BE REMOVED
OAK CLUSTER
TO BE REMOVED
21" PINE
TO BE REMOVED
10" RED MAPLE
TO BE REMOVED
10" SWEET GUM
TO BE REMOVED
TWIN BAY
TO BE REMOVED
14" BALD CYPRESS
TO BE REMOVED
TWIN BAY
TO REMAIN
11" OAK
TO REMAIN
11" OAK
TO REMAIN
26" PINE
TO BE REMOVED
TWIN BAY
£ CONST. BOARDWALK
N 41°15'23" E
BEGIN BOARDWALK
STA 9+81.25
CONCRETE SIDEWALK
TO REMAIN
11" SWEET GUM
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
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REVISIONS
EXISTING GROUND
PROFILE GRADE BOARDWALK
WETLAND LINE
EXISTING SIDEWALK
E L
.0
V P I
.3
(+) 1 .954
(+) 0.000%
E L
.4
V P I
.2
TIE TO EXISTING
BEGIN PROFILE
STA 9+71.25
E L
.0
BEGIN BOARDWALK
EL 3.42
VPI STA 9+81.25
0 5
PLAN - PROFILE (1)
11+00 +20 +40 +60 +80 12+0010+00 +20 +40 +60 +80
-1
-1
ARE TO REMAIN IN PLACE.
CUT AT GROUND LEVEL. ROOT SYSTEMS
TREES TO BE REMOVED ARE TO BE
TREE REMOVAL:
12 13 14
-0.9
-0.9
0.5
0.3
0.1
0.1
-0.1
-0.1
-0.9
-1.0
-1.0
0.1
0.1
-0.1
-0.9
GND
GND
GND
GND
GND
GND
GND
GND
GND
GND
GND
GND
GND
GND
GND
£ CONST. BOARDWALK N 41°15'23" E
N 41°15'23" E
DATE DESCRIPTION
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GAI CONSULTANTS, INC.
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REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
PLAN - PROFILE (2)
-1
+20 +40 +60 +80 13+00 +20 +40 +60 +80 14+00 +20 +4012+00 +60 +80
-1
15 16 17
-0.6
-0.6
-0.6
-0.4
-0.4
-0.4
-0.4
-0.4
-0.4 -0.3
-0.4
-0.3
-0.2
-0.5
-0.2
GND
GND
G
GND
GND
GND
GND
GND
GND
£ CONST. BOARDWALK
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
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REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
PLAN - PROFILE (3)
+80 15+00 +20 +40 +60 +80 16+00 +20 +40 +60 +80 17+00 +20 +40 +60
-1
-1
18 19 P
A
.2
1 20
-0.3
-0.4
-0.4
-0.4
-0.5
-0.5
-0.3
-0.4
-0.1
0.7
0.3
-0.3 -0.2
-0.4
-0.2
-0.4
-0.3
-0.2
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
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GAI CONSULTANTS, INC.
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REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
STA 73+83.28 (LT)
STA 19+03.78 (BK/AH) =
EQUATION:
E L
.0
E L
.0
PLAN - PROFILE (4)
+60 +80 18+00 +20 +40 +60 +80 19+00 +20 +40 +60 +80 20+00 +20
-1
-1
PAVILION
EDUCATION
STA 73+83.28 (LT)
STA 19+03.78 (BK/AH)=
EQUATION:
21 22
0.4
1.0
1.4
0.5
0.7
1.1
0.1
1.1
1.0
1.0
1.4
1.7
1.1
0.9
-0.2
N 22°18'40" E
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
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REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
PLAN - PROFILE (5)
+20 +40 +60 +80 21+00 +20 +40 +60 +80 22+00 +20 +40 +60
-1
-1
23 24 25
-0.4
0.8
0.4
1.0
0.3
0.4
0.0
-0.4
-0.3
0.5
-0.4
-0.5
-0.5
-0.3
-0.1
£ CONST. BOARDWALK
N 22°18'40" E
OVERLOOK
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
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REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
PLAN - PROFILE (6)
+60 +80 23+00 +20 +40 +60 +80 24+00 +20 +40 +60 +80 25+00 +20 +40
-1
-1
P
S
T A .9
26 27
-0.1
-0.5
-0.2
-0.0
-0.4
0.1
0.2
-0.1
0.8 -0.5 -0.2
0.6 -0.5 -0.1
-0.3
N 54°32'44" E
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
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REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
PLAN - PROFILE (7)
+40 +60 +80 26+00 +20 +40 +60 +80 27+00 +20 +40 +60
-1
-1
28 29 30
-0.4 1.2 0.7
0.4 1.0 2.1 0.6 1.0
-0.4 0.3 1.4 0.3 -0.2
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
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G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd08.dgnJamieRB 11/3/2025 10:07:14 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (8)
+60 +80 28+00 +20 +40 +60 +80 29+00 +20 +40 +60 +80 30+00 +20 +40
-1
-1
31 32
0.9 -0.3
0.7 0.8 1.1 1.0
0.0 0.6 1.0 1.3
-0.2 0.1
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd09.dgnJamieRB 11/3/2025 10:07:17 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (9)
+40 +60 +80 31+00 +20 +40 +60 +80 32+00 +20 +40 +60
-1
-1
PI
TA.
2+ .6
33 34
0.5
1.3
1.3
0.4 0.9
0.3
0.7
0.4
0.40.8
0.5
0.4
0.5
0.6
0.6 £ CONST. BOARDWALK
N 1°19'04" W
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd10.dgnJamieRB 11/3/2025 10:07:19 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (10)
+40 +60 +80 33+00 +20 +40 +60 +80 34+00 +20 +40 +60 +80
-1
-1
35 36 37
0.8
0.9
0.6
0.8
0.8
1.1 0.4
0.5
0.7
0.0
0.9
0.6
1.0
1.0
0.8
0.0
1.2 0.0
£ CONST. BOARDWALK
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd11.dgnJamieRB 11/3/2025 10:07:21 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (11)
+80 35+00 +20 +40 +60 +80 36+00 +20 +40 +60 +80 37+00 +20 +40 +60
-1
-1
38 39 40P
A
.0
00.4
0.7
1.1
0.3
1.6
0.8
0.5
1.1
0.2
1.2
0.4
1.7 0.2
0.6
0.2
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd12.dgnJamieRB 11/3/2025 10:07:23 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (12)
+60 +80 38+00 +20 +40 +60 +80 39+00 +20 +40 +60 +80 40+00 +20 +40
-1
41 42 43
.3
N 63°56'03" W
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd13.dgnJamieRB 11/3/2025 10:07:25 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
Feet
0 5
PLAN - PROFILE (13)
+40 +60 +80 41+00 +20 +40 +60 +80 42+00 +20 +40 +60 +80 43+00 +20
-1
44 45 P
A
.0
.7
.6
.4
1.0
.9
.6
.2
1.1
.8
£ CONST. BOARDWALK
N 63°56'03" W
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd14.dgnJamieRB 11/3/2025 10:07:28 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
Feet
0 5
N
PLAN - PROFILE (14)
+20 +40 +60 +80 44+00 +20 +40 +60 +80 45+00 +20 +40 +60 +80
-1
46 47 48
0.0
0.5
0.1
0.0
0.2
0.1
0.2
0.3
0.3
1.7
0.3
0.4
0.0
0.2
0.2
0.2
0.3
0.4
N 86°54'27" W
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd15.dgnJamieRB 11/3/2025 10:07:30 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
Feet
PLAN - PROFILE (15)
-1
-1+80 46+00 +20 +40 +60 +80 47+00 +20 +40 +60 +80 48+00 +20 +40 +60
S
T A .0
49 50
1.0 1.5 1.6
0.2 1.3 1.2 1.2
-0.1
1.3 1.0 1.3 2.0
0.6
S 54°09'43" W
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd16.dgnJamieRB 11/3/2025 10:07:33 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
Feet
0 5
N
PLAN - PROFILE (16)
-1 +60 +80 49+00 +20 +40 +60 +80 50+00 +20 +40 +60 +80
51 52 53
1.1 2.0 1.5 1.3
1.8 1.3
1.4
1.2 1.3 0.7 1.4
1.3 1.4 1.1 1.4 1.6 1.7
2.4
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd17.dgnJamieRB 11/3/2025 10:07:35 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (17)
+20 +40
-1
-1+80 51+00 +20 +40 +60 +80 52+00 +20 +40 +60 +80 53+00 +20 +40 +60
54 55 P
A
.2
1.2 1.5 1.3 1.3 0.7
1.8
1.3
1.0 1.5
1.5
1.2
1.4
1.8 1.7 1.9 1.5
1.3
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd18.dgnJamieRB 11/3/2025 10:07:37 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
E L
.0
Feet
PLAN - PROFILE (18)
-1
-1+60 +80 54+00 +20 +40 +60 +80 55+00 +20 +40 +60 +80 56+00 +20
57 58
1.
1.
S 6°31'49" E
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd19.dgnJamieRB 11/3/2025 10:07:39 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.3
1E L
.0
E L
.0
V P I
.5
Feet
PLAN - PROFILE (19)
+20 +40 +60 +80 57+00 +20 +40 +60 +80 58+00
-1
58 59 60
£ CONST. BOARDWALK
S 6°31'49" E
N
°2
'1
E
C
O N
S T
T
O W
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd20.dgnJamieRB 11/3/2025 10:07:41 AM Default
REVISIONS
EL 5.63 RECORD HIGH WATER
£ CONST. TOWER
STA 80+00.00
£ CONST BOARDWALK =
STA 60+52.52
E L
.6
E L
.3
E L
.0
V P I
.5
E L
.0
V P I
.5
PROFI
LE
GRADE B
OARDWALK
2.50
0%
(+) 2.500%
N
PLAN - PROFILE (20)
58+00 +20 +40 +60 +80 59+00 +20 +40 +60 +80 60+00 +20 +40 +60 +80
£ CONST. TOWER
STA 80+00.00
£ CONST BOARDWALK =
STA 60+52.52
61 62 63
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd21.dgnJamieRB 11/3/2025 10:07:44 AM Default
REVISIONS
EL 5.63 RECORD HIGH WATER
E L
.0
E L
.6
E L
.0
V P I
.5
PROFILE GRADE BOARDWALK
(+) 2.500%
N
PLAN - PROFILE (21)
+80 61+00 +20 +40 +60 +80 62+00 +20 +40 +60 +80 63+00 +20 +40 +60
64 65 66
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd22.dgnJamieRB 11/3/2025 10:07:46 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
APPROXIMATE EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (22)
+60 +80 64+00 +20 +40 +60 +80 65+00 +20 +40 +60 +80 66+00 +20 +40
-1
67 P
A
.2
1.
1.
0.
1.
0.
1.
1.
1.
1.
0.
0.
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd23.dgnJamieRB 11/3/2025 10:07:49 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUNDAPPROXIMATE EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (23)
+40 +60 +80 67+00 +20 +40 +60 +80 68+00 +20 +40
-1
£ CONST. SPUR =
STA 94+74.38
£ CONST BOARDWALK
STA 68+34.63
£ CONST. SPUR =
STA 94+74.38
£ CONST BOARDWALK
STA 68+34.63
69 70 71
.3
1.
1.
.4 .6
.3
.6
1.
1.
.8
.9
.8
1.
0 - .5 .6
1.
1.
S 48°44'37" E
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd24.dgnJamieRB 11/3/2025 10:07:51 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
E L
.0
E L
.0
N
PLAN - PROFILE (24)
-1
-1+40 +60 +80 69+00 +20 +40 +60 +80 70+00 +20 +40 +60 +80 71+00 +20
PI STA. 19+46.21
72 73
.4
.5
.5
.8
.9
.4
.1
.6
.4
.0
.5
1.
.7
S 48°44'37" E
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd25.dgnJamieRB 11/3/2025 10:07:53 AM Default
REVISIONS
PROFILE GRADE BOARDWALK
EL 5.63 RECORD HIGH WATER
EXISTING GROUND
EQUATION:
STA 73+83.28 (BK) =
STA 19+03.78 (LT/RT)
END PROFILE
E L
.0
E L
.0
N
PLAN - PROFILE (25)
+20 +40 +60 +80 72+00 +20 +40 +60 +80 73+00 +20 +40 +60 +80
-1
-1
PAVILION
EDUCATION
STA 19+03.78 (LT/RT)
STA 73+83.28 (BK) =
EQUATION:
80 81 N 83°28'11" E
£ CONST TOWER
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd26.dgnJamieRB 11/3/2025 10:07:55 AM Default
REVISIONS
EL 5.63 RECORD HIGH WATER
STA 80+00.00
£ CONST. TOWER =
STA 60+49.52
£ CONST BOARDWALK
PROFILE GRADE TOWERE
L
.0
(+) 0.000%
Feet
0 5
N
PLAN - PROFILE (26)
80+00 +20 +40 +60 +80 81+00 +20 +40 +60 +80 82+00
£ CONST. TOWER
STA 80+00.00
£ CONST BOARDWALK =
STA 60+52.52
82 83
£ CONST. SPUR
N 36°37'12" E
14" PINE TO BE REMOVED
8" OAKBE REMOVED
18" PINE TO BE REMOVED
8" BAY TO BE REMOVED
12" OAK TO BE REMOVED
WETLAND LINE
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
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REVISIONS
E L
.6
V P I
.3
E L
.0
V P I
.3
WETLAND LINE
STA 82+44.09
£ CONST SPUR
(+) 0.000% PROFILE GRADE SPUR
EXISTING GROUND
BEGIN BOARDWALK
STA 82+59.33
£ CONST SPUR
EL 5.63 RECORD HIGH WATER
ELEV 6.65
BEGIN PROFILE
(-) 1.625%
(+) 0.000%
PLAN - PROFILE (27)
83+00 +20 +40 +6082+00 +20 +40 +60 +80
£ CONST SPUR
STA 82+44.09
BEGIN CONSTRUCTION
BEGIN BOARDWALK
£ CONST SPUR
STA 82+59.33
ARE TO REMAIN IN PLACE.
CUT AT GROUND LEVEL. ROOT SYSTEMS
TREES TO BE REMOVED ARE TO BE
84 85 86
N 36°37'12" E
12" BAY TO BE REMOVED
9" BAY TO BE REMOVED
10" BAY TO BE REMOVED
12" MAPLE TO REMAIN
11" SWEETGUM TO BE REMOVED
12" MAPLE TO REMAIN
11" SWEETGUM TO BE REMOVED
13" OAK TO BE REMOVED
20" SWEETGUM TO REMAIN
19" PINE TO REMAIN
12" PINE TO BE REMOVED
11" MAPLE TO BE REMOVED
19" PINE TO REMAIN
11" SWEETGUM TO BE REMOVED
7" CYPRESS TO BE REMOVED
22" CYPRESS TO BE REMOVED
W A T E R S
E
D G E
W A
T E R S
E
D G
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd28.dgnJamieRB 11/3/2025 10:08:01 AM Default
REVISIONS
EXISTING GROUND
EL 5.63 RECORD HIGH WATER
(+) 0.000% PROFILE GRADE SPUR
PLAN - PROFILE (28)
85+00 +20 +40 +6084+00 +20 +40 +60 +80
-1
-1
+60 +80 86+00 +20 +40+80
ARE TO REMAIN IN PLACE.
CUT AT GROUND LEVEL. ROOT SYSTEMS
TREES TO BE REMOVED ARE TO BE
87 88 89
N 36°37'12" E
12" MAPLE TO BE REMOVED
10" MAPLE TO BE REMOVED
13" BAY TO BE REMOVED
10" BAY TO BE REMOVED
10" BAY TO REMAIN
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
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REVISIONS
EXISTING GROUND
EL 5.63 RECORD HIGH WATER
(+) 0.000% PROFILE GRADE SPUR
PLAN - PROFILE (29)
88+00 +20 +40 +6087+00 +20 +40 +60 +80
-1
-1
+80+60+40 +80 89+00 +20
ARE TO REMAIN IN PLACE.
CUT AT GROUND LEVEL. ROOT SYSTEMS
TREES TO BE REMOVED ARE TO BE
A
.2
92N 41°15'23" E
N 36°37'12" E
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
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REVISIONS
EL 5.63 RECORD HIGH WATER
(+) 0.000% PROFILE GRADE SPUR
PLAN - PROFILE (30)
91+00 +20 +40 +6090+00 +20 +40 +60 +80
-1
-1
+80+60+40 +80 92+00+20
I S
T A . 6
.2
92 93 94
0.3
1.10.4
-0.3 0.2
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\plprrd31.dgnJamieRB 11/3/2025 10:08:07 AM Default
REVISIONS
STA 94+74.38
£ CONST. SPUR =
STA 68+34.63
£ CONST BOARDWALK
EXISTING GROUND
EL 5.63 RECORD HIGH WATER
(+) 0.000% PROFILE GRADE SPUR
PLAN - PROFILE (31)
94+00 +20 +40 +6093+00 +20 +40 +60 +80
-1
-1
+80+60+40 +80+20
92+00
£ CONST. SPUR =
STA 94+74.38
£ CONST BOARDWALK
STA 68+34.63
CROSS SECTIONS
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\rdxsrd01.dgnJamieRB 11/3/2025 10:08:10 AM sheets
DATE DESCRIPTION
NO.
SHEET
12574 FLAGLER CENTER BLVD - SUITE 202
JACKSONVILLE, FL 32258
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
¡ CONST. BOARDWALK
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
¡ CONST. BOARDWALK
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
1" = 20' HORIZ.
1" = 10' VERT.
¡ CONST. SPUR
¡ CONST. SPUR
.4
1:41:
1:
.6
1:
1:4
.9
BEGIN PROJECT
STA. 9+71.25
00 1010 2020 3030 4040
9+71.25
9+80.00
00 1010 2020 3030 4040
82+44.09
BEGIN BOARDWALK
STA. 9+81.25
BEGIN BOARDWALK
STA. 82+59.33
DATE DESCRIPTION
ROBERT B. JAMIESON, P.E
P.E. LICENSE NUMBER 63980
GAI CONSULTANTS, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
CLAY COUNTY
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
L
A E
S
EHTF
O
EL
POEP
F
O
Y A
L C
PREPARED FOR
ENGINEERING DEPARTMENT
Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\roadway\tcdtrd01.dgnJamieRB 11/3/2025 10:08:11 AM Default
¡ BOARDWALK
¡ BOARDWALK
BARRIER
TURBIDITY
STAKED
BARRIER
TURBIDITY
STAKED
CONSTRUCTION LIMITS
BARRIER
TURBIDITY
STAKED
BARRIER
TURBIDITY
STAKED
CONSTRUCTION LIMITS
CONSTRUCTION
BOARDWALK
CONSTRUCTION
SIDEWALKWITH CLAY COUNTY TWO WEEKS IN ADVANCE.
PARK, INCLUDING THE PARKING LOT, SHALL BE COORDINATED
WORK OR DELIVERIES THAT MAY IMPACT ACTIVITIES IN THE
SECURE CONSTRUCTION SITES ADJACENT TO THE PARK.
CONSTRUCTION. CONSTRUCTION FENCING SHALL BE USED TO
MOCCASIN SLOUGH PARK SHALL BE REMAIN OPEN DURING
MOCCASIN SLOUGH PARK NOTES
AND SPECIFICATIONS.
INSTALLED AND MAINTAINED PER FDOT STANDARD PLANS
DEVICES, AND OTHER EROSION CONTROL DEVICES SHALL BE
STAKED TURBIDITY BARRIERS, SOIL TRACKING PREVENTION
ARE ON THE FDOT APPROVED PRODUCTS LIST ARE ALLOWED.
TO ANY SOIL DISTRUBING ACTIVITIES. ONLY DEVICES THAT
EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR
EROSION CONTROL NOTES
TRAFFIC AND EROSION
CONTROL
FILL IN THE WETLANDS IS PROHIBITED.
BY THE COUNTY. ANY METHOD INVOLVING TEMPORARY OR PERMANENT
CONSTRUCTING THE BOARDWALK. OTHER MEANS MUST BE APPROVED
THE CONTRACTOR IS EXPECTED TO USE A TOP-DOWN MEANS OF
BY THE COUNTY.
ACTIVITIES THAT IMPACT THE PLAYGROUND MUST BE APPROVED
SPUR ENTRANCE AT THE PARKING LOT. CONSTRUCTION ACCESS
THE PRIMARY CONSTRUCTION ACCESS POINT IS THE BOARDWALK
LOT FOR STAGING AND MATERIAL STORAGE.
THE CONTRACTOR MAY USE A PORTION OF THE EXISTING PARKING
CONSTRUCTION STAGING AND ACCESS
| 2025-11-03T10:44:44-0500 | |
| Robert B Jamieson |
File details come from the government source that posted it. Updated .