Long_Bay_Rd_SUN_Trail_Preliminary_Plans.pdf
PDF 18 MB Posted
- Solicitation number
- 25/26-016
- Issued by
- Clay County, Harold CDP, Florida
About this file
This document is a comprehensive set of preliminary construction plans for the SUN Trail project in Clay County, Florida, a pedestrian and bicycle shared-use pathway spanning approximately 3.5 miles along Old Jennings Road and Long Bay Road. The project, funded by the Florida Department of Transportation under Financial Project ID 437402-1-52-01, includes construction of a 12-foot-wide asphalt and concrete shared-use path with associated drainage improvements, utility relocations, wetland impact mitigation, and traffic signal installations at key intersections. The plans contain detailed typical sections showing varying cross-sections and material specifications across seven different construction segments, beginning at Station 57+55.82 on Old Jennings Road and ending at Station 253+39.92 on Long Bay Road. Key features include a pre-fabricated pedestrian bridge crossing Grog Branch near Mustang Road (Stations 228+00.00 to 229+20.00), multiple drainage structures with pipe sizes ranging from 12 inches to 36 inches, and coordination with existing utilities including AT&T telecommunications infrastructure and Clay County Utility Authority water and wastewater lines. The preliminary plans document prepared by GAI Consultants, Inc., under the direction of Licensed Professional Engineer Robert B. Jamieson (License No. 63980), includes signature sheets, general notes, typical sections, cross-sections at 50-foot intervals, project layouts showing 168 plan sheets, utility adjustment details across 22 sheets, wetland impact assessments identifying direct impacts totaling approximately 0.35 acres, and pedestrian hybrid signal details for intersection safety improvements.
The construction plans establish design standards requiring compliance with current Florida Department of Transportation standard specifications, the Manual on Uniform Traffic Control Devices (MUTCD), and applicable St. Johns River Water Management District permits. Project costs are estimated at approximately $17,051,455 with 100 percent state funding through FDOT's Non-federal STFF category (CSFA 55.038 - Florida Shared-Use Nonmotorized Trail Program). The plans require the contractor to manage comprehensive erosion and sediment control measures, perform all soil testing and videographic documentation of storm pipes prior to final inspection, coordinate with utility providers including AT&T, Clay Electric Cooperative, Clay County Utility Authority, Comcast, and TECO People's Gas, and obtain right-of-way permits from Clay County Engineering Division. Construction specifications mandate sodding of all disturbed areas within seven days of disturbance, establishment of permanent benchmarks in NAVD88 datum, and compliance with the National Pollutant Discharge Elimination System (NPDES) stormwater requirements. The plans incorporate detectable warning systems, pedestrian hybrid signal assemblies at the Warm Springs Way intersection, and specialized crossing details at residential driveways. All construction must follow current FDOT standards and include as-built documentation with signed engineer certification, contractor material certification statements, and coordinate system references using NAD 83 State Plane Coordinates.
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DESCRIPTIONDATE
KEY SHEET REVISIONS
HOWARD WANAMAKER
COUNTY MANAGER
TARA S. GREEN
CLERK OF COURT
RICHARD SMITH P.E.
DIRECTOR OF ENGINEERING
CHAIR,DISTRICT 4
DISTRICT 3JIM RENNINGER
KRISTEN BURKE
JOHN SGROMOLO
ALEXANDRA COMPERE
DISTRICT 1
DISTRICT 2
VICE-CHAIR,DISTRICT 5
BETSY CONDON
COMMISSIONERS
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FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
PED POLE LOCATION
MASTARM UTILITY CONFLICT
STANDARD MASTARM TABULATION
PEDESTRIAN HYBRID SIGNAL PLAN
UTILITY ADJUSTMENT PLANS
WETLAND IMPACT PLANS
CROSS SECTIONS
PLAN
PROJECT LAYOUT
GENERAL NOTES
TYPICAL SECTIONS
SIGNATURE SHEET
KEYSHEET
SHEET DESCRIPTION
143-164
140-142
35-139
13-34
10-11
3-9
SHEET NO.
INDEX OF ROADWAY PLANS
BEE LINE
EXPRESSWAY
T U
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PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
CONTRACT NO.
CONSTRUCTION
NO.
SHEET
YEAR
FISCAL
CITY
LAKE
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, 2025-2026 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, FY2025-26 Standard Plans for Road and
: c:\bms\gai-prod\w.zhang\dms22144\KEYSRD01.dgn
5:46:42 PM12/23/2025#USER$
ADIRO
LF ,YTNUOC YALC
COUNTY CONTRACT NO.
LONG BAY ROAD SUNTRAIL
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
P.E. NO.: 63980
ENGINEER OF RECORD: ROBERT B. JAMIESON, P.E.
JACKSONVILLE, FLORIDA 32258
12574 FLAGLER CENTER BLVD - SUITE 202
GAI CONSULTANTS, INC.
LOCATION OF PROJECT
BEGIN PROJECT
END PROJECT
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
437402-1-52-01
DIXIE
CR 357
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32258 FL, JACKSONVILLE
12574 FLAGLER CENTER BLVD-SUITE 202
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
ENGINEER OF RECORD
SIGNATURE SHEET
STATE OF
No 63980
ESNECIL N
OS
EIMAJ .B TREB
O R
R E
E
NIGNE LANOIS
SEF
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P
ADIROL
F
ROBERT B. JAMIESON, P.E. NO. 63980
JACKSONVILLE, FL 32258
12574 FLAGLER CENTER BLVD - SUITE 202
GAI CONSULTANTS INC.
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL IS RESPONSIBLE FOR THE FOLLOWING
SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL IS RESPONSIBLE FOR THE FOLLOWING
SHAWN H. MACKLEFRESH, P.E. NO. 88597
JACKSONVILLE, FL 32258
12574 FLAGLER CENTER BLVD - SUITE 202
GAI CONSULTANTS INC.
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
UTILITY ADJUSTMENT PLANS
WETLAND IMPACT PLANS
CROSS SECTIONS
PLAN
PROJECT LAYOUT
GENERAL NOTES
TYPICAL SECTIONS
SIGNATURE SHEET
KEY SHEET
SHEET DESCRIPTION
143-164
140-142
35-139
13-34
10-11
3-9
SHEET NO.
PED POLE LOCATION
MASTARM UTILITY CONFLICT
STANDARD MASTARM TABULATION
PEDESTRIAN HYBRID SIGNAL PLAN
SIGNATURE SHEET
SHEET DESCRIPTION
SHEET NO.
STATE OF
No 88597
ESNECIL
H
SE
RF
ELKCAM .H N
W
A H
S
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F
PATH
TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 1/2")
OPTIONAL BASE GROUP 1
STA. 57+68.88 TO STA. 111+47.95
OLD JENNINGS RD.
SHARED USE PATH
TYPICAL SECTION #1
� CONST. OLD JENNINGS RD.
1:4 0.005
12'
1' 1'
LBR 40
12" TYPE B STABILIZATION
SUP
NATURAL GROUND
E X
IS
T
IN
G
R /W
L
IN
E
40' R/W
STD. CLEARING & GRUBBING
2' MIN.
4'
0.06 1:4
3'
19' MIN.
VARIES
SHLDR
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
PROJECT ID
ROAD #32258 FL, JACKSONVILLE
12574 FLAGLER CENTER BLVD-SUITE 202
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
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F F
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L R
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D O
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ENGINEER OF RECORD
TYPICAL SECTION (1)
OLD JENNINGS-1 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\TYPSRD01.dgn
5:49:07 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
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LA
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FO
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STA. 122+99.48 TO STA. 147+93.68
LONG BAY RD.
SHARED USE PATH
TYPICAL SECTION #2
� CONST. LONG BAY RD.
1:4 0.005
12' 19'
1' 1'
LBR 40
12" TYPE B STABILIZATION
SUP
NATURAL GROUND
E X
IS
T
IN
G
R /W
L
IN
E
50' R/W
STD. CLEARING & GRUBBING
0.061:4
3'
VARIES VARIES
10'8' MIN.
SHLDR
OPTIONAL BASE GROUP 1
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
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D O
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TYPICAL SECTION (2)
OLD JENNINGS-2 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\TYPSRD01.dgn
5:49:08 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
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ADIROLF
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N U
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LA
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FO
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STA. 147+93.68 TO STA. 185+60.60
LONG BAY RD.
SHARED USE PATH
TYPICAL SECTION #2
� CONST. LONG BAY RD.
1:4 0.005
12' 46.5' - 56.5'
10'
1' 1'
LBR 40
12" TYPE B STABILIZATION
SUP
NATURAL GROUND
E X
IS
T
IN
G
R /W
L
IN
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40' R/W25' C.C.U.A EASEMENT
0.06
VARIES
STD. CLEARING & GRUBBING
P R
O P
O S
E D
R /W
L
IN
E
VARIES
SHLDR
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
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D O
F T
H
IS
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TYPICAL SECTION (3)
OLD JENNINGS-3 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\TYPSRD01.dgn
5:49:09 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
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ADIROLF
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N U
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LA
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FO
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4" CONCRETE
STA. 185+60.60 TO STA. 194+41.19
LONG BAY RD.
SHARED USE PATH
TYPICAL SECTION #4
� CONST. LONG BAY RD.
SUP
NATURAL GROUND
E X
IS
T
IN
G
R /W
L
IN
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R/W (40' MIN.)
1:4
EXIST. C&G
EXIST. CONCRETE SW
VARIES12'
STD. CLEAR. & GRUB.
0.02
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
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D O
F T
H
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TYPICAL SECTION (4)
OLD JENNINGS-4 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\TYPSRD01.dgn
5:49:09 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
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ADIROLF
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N U
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LA
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FO
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4" CONCRETE
STA. 194+41.19 TO STA. 200+68.05
LONG BAY RD.
SHARED USE PATH
TYPICAL SECTION #5
� CONST. LONG BAY RD.
SUP
NATURAL GROUND
E X
IS
T
IN
G
R /W
L
IN
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R/W (40' R/W)
EXIST. C&G
EXIST. CONCRETE SW
12'
STD. CLEAR. & GRUB.
VARIES
0.02
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
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D O
F T
H
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TYPICAL SECTION (5)
OLD JENNINGS-5 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\TYPSRD01.dgn
5:49:10 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
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FO
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AL
STA. 200+68.05 TO STA. 227+88.64
LONG BAY RD.
SHARED USE PATH
TYPICAL SECTION #6
� CONST. LONG BAY RD.
E X
IS
T
IN
G
R /W
L
IN
E
1:4
VARIES12'5'
1' 1'
SUP
TYPE F C&G LBR 40
12" TYPE B STABILIZATION
40' R/W
NATURAL GROUND
0.02
8" R
4" R
10"
2'
9"
7"6"
1/2" R
MIAMI CURB @ DRIVEWAYS
DETAIL
N.T.S.
17'
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
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D O
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TYPICAL SECTION (6)
OLD JENNINGS-6 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\TYPSRD01.dgn
5:49:11 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
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N U
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LA
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FO
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� CONST. LONG BAY RD.
E X
IS
T
IN
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R /W
L
IN
E
P R
O P
O S
E D
R /W
L
IN
E
0.02
LBR 40
12" TYPE B STABILIZATION
1:4
12'
SUP
40' R/W 20'
27' - 45.25'
10'
PATH
STA. 227+88.64 TO STA. 253+13.06
LONG BAY RD.
SHARED USE PATH
TYPICAL SECTION #7
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
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S H
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TYPICAL SECTION (7)
OLD JENNINGS-7 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\TYPSRD01.dgn
5:49:12 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
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N U
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LA
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DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
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32258 FL, JACKSONVILLE
12574 FLAGLER CENTER BLVD-SUITE 202
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
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GENERAL NOTES (1)
MAILBOX MUST BE FURNISHED AND INSTALLED PER COUNTY'S REQUIREMENTS.
41. IF AN EXISTING MAILBOX CANNOT BE RESET OR RELOCATED DUE TO POOR CONDITION, A NEW
OR "RELOCATED" AS STATED IN THE PLANS.
CONSTRUCTION. ALL OTHER EXISTING MAILBOXES TO EITHER BE "REMOVED AND RESET"
40. EXISTING BRICK MAILBOXES ARE TO REMAIN IN PLACE AND BE PROTECTED DURING
39. MAILBOXES MUST REMAIN IN USE FOR THE DURATION OF THE PROJECT.
LETTERS AND NUMBERS.
ERECTION; ADJUSTMENTS TO SUIT CONSTRUCTION NEEDS; AND, OR IDENTIFICATION
ITEMS ESSENTIAL FOR INSTALLATION IN ACCORDANCE WITH USPS AND FDOT STANDARDS;
LUMP SUM. PAYMENT SHALL BE FULL COMPENSATION FOR BOXES, POSTS AND ACCESSORY
38. MAILBOX REMOVAL AND INSTALLATION SHALL BE PAID FOR UNDER SITE PREPARATION,
MAILBOX REMOVAL AND INSTALLATION
SHOWING THE LOCATION OF ALL FIRE HYDRANTS BEFORE FINAL APPROVAL.
32. A CD SHALL BE PROVIDED TO THE PUBLIC SAFETY DEPARTMENT, IN AUTOCAD FORMAT,
TIME OF THE FINAL INSPECTION OR APPROVAL.
ON THE SAME SIDE AS THE HYDRANT. THESE MARKERS SHALL BE IN PLACE BY THE
ALL PAVED AREAS. RPM's SHALL BE LOCATED IN THE CENTER OF TRAVEL LANE
MARKER (RPM) SHALL BE PROVIDED ON ALL ROADWAYS, ALLEYS, ACCESS ROADS, AND
31. IN FRONT OF EACH FIRE HYDRANT, A BLUE, ALL DIRECTIONAL HIGHWAY-STYLE REFLECTIVE
PUBLIC SAFETY
STANDARDS.
CONSTRUCTION FOR WATER QUALITY AND CONFORMITY WITH CLAY COUNTY
TO BEGIN OF CONSTRUCTION AND ADDITIONAL PERIODIC TESTING DURING
30. THE COUNTY REQUIRES BACKGROUND TESTING OF LOCAL WATERWAYS PRIOR
SEDIMENT BUILD UP AND REPAIR OR REINSTALL ANY DAMAGED CONTROL MEASURES.
OF RAIN DURING CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ANY
EROSION AND SEDIMENT CONTROL METHODS EVERY WEEK AND AFTER ½ INCH
29. THE CONTRACTOR SHALL INSPECT AND REPORT ON THE CONDITION OF
USED AND HAS NOT TAKEN, SOD WILL BE REQUIRED OR ESTABLISHED GRASS.
OF GRASS AT THE TIME OF FINAL ACCEPTANCE. IF SEED AND MULCH HAS BEEN
CALLED OUT FOR ON THESE DRAWINGS. THERE SHALL BE A STANDING ROW
MULCH MAY BE USED AT ALL OTHER LOCATIONS UNLESS SPECIFICALLY
AREAS, SWALES, DITCHES, AND WHERE 4:1 SLOPE ARE EXCEEDED. SEED AND
REQUIRED FOR AROUND ALL DRAINAGE STRUCTURES, RETENTION/DETENTION
DISTURBANCE. TYPES OF GRASSING SHALL BE AS FOLLOWS: SODDING IS
28. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 7 DAYS OF THE INITIAL
THE CONTRACTOR TO ENSURE QUALITY CONTROL.
ADDITIONAL EROSION CONTROLS MEASURES AS DETERMINED BY THE COUNTY OR
THE MINIMUM REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
27. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE
TO MINIMIZE THE NEED FOR TEMPORARY CONTROLS.
EROSION CONTROL MEASURES AT THE EARLIEST PRACTICAL TIME SO AS
26. THE CONTRACTOR SHALL BE REQUIRED TO INCORPORATE PERMANENT
ENVIRONMENTAL PROTECTION.
STORMWATER MANAGEMENT INSPECTOR BY THE FLORIDA DEPARTMENT OF
THE CONTACTOR'S EROSION CONTROL INSPECTOR SHALL BE A QUALIFIED
WILL THEN RESPOND IMMEDIATELY AFTER NOTIFICATION BY THE COUNTY.
THE SITUATION REQUIRES AN IMMEDIATE RESPONSE. THE CONTRACTOR
MAINTENANCE WITHIN 24-HOURS OF BEING INFORMED BY CLAY COUNTY, UNLESS
25. THE CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL
PLACEMENT OF COARSE AGGREGATE, AND TEMPORARY PAVING.
CONTROL CONSISTS OF SEEDING AND MULCHING, SODDING, MATTING,
SILT FENCING, HAY BALES, AND FLOATING TURBIDITY BARRIERS. EROSION
COMMENCEMENT OF CONSTRUCTION. SEDIMENT CONTROL CONSISTS OF
24. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
DOWNSTREAM PROPERTIES.
THE EROSION OF SOIL AND DEPOSITION OF THE SEDIMENT ON ADJACENT AND
23. THE CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO PREVENT
REGULATIONS AND ORDINANCES.
AND THE UNITED STATES ARMY CORPS OF ENGINEERS AND THE CLAY COUNTY
DISTRICT, THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,
REGULATIONS AND STANDARDS OF THE ST. JOHNS RIVER WATER MANAGEMENT
22. ALL EROSION CONTROL MEASURES SHALL BE IN COMPLIANCE WITH THE RULES,
CONTROL DEVICES ARE IN PLACE AND WORKING PROPERLY.
21. THE CONTACTOR SHALL CHECK EACH DAY TO ENSURE THAT ALL EROSION
EROSION CONTROL MANUAL LATEST EDITION.
POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) STORMWATER AND
SPECIFICATION FOR ROADWAY & BRIDGE CONSTRUCTION, AND THE NATIONAL
ROADWAY AND TRAFFIC DESIGN STANDARDS, CURRENT FDOT STANDARD
20. THE GOVERNING PUBLICATIONS FOR EROSION CONTROL ARE CURRENT FDOT
REPRESENTATIVE.
SHALL FORMULATE A CONSTRUCTION SCHEDULE TO BE GIVEN TO THE COUNTY
CONSIDERATION TO MINIMIZE EXPOSURE OF BARE SOIL. THE CONTRACTOR
ELEMENT, SCHEDULING OF THE CONSTRUCTION SHALL BE GIVEN SPECIAL
19. PURSUANT TO COMPREHENSIVE PLAN POLICY 1.9.1 OF THE CONSERVATION
TEMPORARY FENCES, DIVERSION CHANNELS, AND HAY BALES.
TEMPORARY GRASS COVER, SEDIMENT BASINS OR PONDS, MULCHING,
DIVISION. THESE MAY INCLUDE, BUT NOT LIMITED TO, ITEMS SUCH AS
DURING CONSTRUCTION, AS REQUESTED BY THE CLAY COUNTY ENGINEERING
SECTION 1.9.1, ONE OR MORE EROSION CONTROL MEASURES SHALL BE USED
18. PURSUANT TO CONSERVATION ELEMENT OF THE COMPREHENSIVE PLAN,
EROSION CONTROL
ROADWAY, ETC. SHALL BE CLEANED.
17. PRIOR TO ANY INSPECTION OR TESTING ALL PIPELINE STRUCTURES,
THE CLAY COUNTY ENGINEERING DIVISION.
ACCORDANCE WITH THE APPROVED SWPPP AND AT THE DISCRETION OF
16. ALL SOIL AND DEBRIS TRACKED OUT OF THE PROJECT SHALL BE CLEANED IN
AND AGENCY PERMITS. IT SHALL BE PROVIDED TO THE COUNTY ENGINEER.
PROJECT HAS BEEN BUILT IN ACCORDANCE OF THE APPROVED DESIGN PLANS
ENGINEER OF RECORD FOR THE PROJECT. THE LETTER SHALL STATE THAT THE
AND SIGNED BY THE STATE OF FLORIDA REGISTERED PROFESSIONAL
15. AT THE FINAL INSPECTION, A LETTER OF COMPLIANCE SHALL BE PROVIDED
SCHEDULING THE FINAL INSPECTION.
14. A MINIMUM FIVE (5) DAYS’ NOTICE SHALL BE GIVEN TO THE ENGINEER FOR
SIDEWALK SHALL BE INCLUDED IN THE COST OF THE DRAINAGE INSTALLATION.
SHALL BE REPLACED OR REPAIRED. THE COST OR REPAIRING OR REPACING SUCH
46. ANY EXISTING SIDEWALK THAT IS REMOVED OR DAMAGED DUE TO DRAINAGE INSTALLATION
45. DATUM IS NAVD88
44. ALL EXISTING DRAINAGE STRUCTURES SHALL BE REMOVED UNLESS OTHERWISE NOTED.
DRAINAGE
REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE.
48. ANY EXCESS MATERIAL OR MATERIAL NOT SUITABLE FOR USE AS BACKFILL SHALL BE
AT OR BELOW OPTIMUM.
STRUCTURE FOUNDATIONS AND BACKFILLED WITH A-3 SAND WHICH HAS A MOISTURE CONTENT
COMPACTION REQUIREMENTS SHALL BE EXCAVATED 12 INCHES BELOW THEDRAINAGE
REQUIREMENTS. EXISTING SOILS NOT ALREADY OVER-EXCAVATED AND NOT MEETING
SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATIONS TO ACHIEVE COMPACTION
WITH A-3 (AASHTO M-145) SAND. THE SOIL BELOW DRAINAGE STRUCTURES FOUNDATIONS
MATERIALS, AND OTHER UNSUITABLE MATERIALS AS DIRECTED BY THE ENGINEER. BACKFILL
47. OVER-EXCAVATION SHALL BE PERFORMED AS NECESSARY TO REMOVE ANY A-8, PLASTIC
GEOTECHNICAL AND EARTHWORK
LATEST STANDARD SPECIFICATIONS).
EQUIPMENT APPROVED BY THE ENGINEERING DIVISION. (REF. FDOT
DATA SHALL BE RECORDED IN HIGH QUALITY DVD FORMAT WITH SOUND OR ANY
13. ALL STORM PIPES SHALL BE VIDEOED PRIOR TO A FINAL INSPECTION. ALL
APPLY FOR AND OBTAIN APPLICABLE PERMITS PRIOR TO CONSTRUCTION.
12. WHERE DEWATERING FOR CONSTRUCTION IS REQUIRED, CONTRACTOR SHALL
APPLICABLE PERMITS ON FILE.
COUNTY PRIOR TO CONSTRUCTION. NO WORK SHALL BEGIN WITHOUT ALL
DEPARTMENT OF TRANSPORTATION (FDOT) PERMIT SHALL BE SECURED BY THE
CONSTRUCTION ACTIVITIES, US ARMY CORP OF ENGINEERS, AND A FLORIDA
FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL
11. APPLICABLE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) PERMIT,
PRECONSTRUCTION CONFERENCE.
UTILITY LICENSE SHALL BE PROVIDED TO THE ENGINEER AT THE TIME OF THE
10. A COPY OF THE CONTRACTORS’ GENERAL LICENSE AND THE UNDERGROUND
CONTRACTOR SHALL RE-GRADE AND RESTORE, TO OBTAIN POSITIVE DRAINAGE.
9. ANY OFFSITE SWALES OR DITCHES IMPACTED BY THE DEVELOPMENT, THE
THEIR FINAL GRADING.
8. ALL SWALE SECTIONS AND PONDS ARE TO BE SODDED WITHIN 7 DAYS OF
GREEN COVE SPRINGS, FLORIDA.
FLOOR,
RD
AT THE CLAY COUNTY ENGINEERING DIVISION, 477 HOUSTON STREET, 3
BE REQUIRED TO OBTAIN A RIGHT-OF-WAY PERMIT. THE PERMIT CAN BE OBTAINED
7. BEFORE WORKING IN EXISTING COUNTY RIGHTS-OF-WAY, THE CONTRACTOR SHALL
TECO PEOPLE'S GAS..................................JERROD CARTER...................(904) 443-7355 CLAY COUNTY UTILITY AUTHORITY........JOE PATERNITI, PE..............(904) 213-2412 CLAY ELECTRIC AUTHORITY....................JOEY WILKES..........................(904) 276-2888 COMCAST CABLE COMM.............................JAMES GRAHAM......................(904) 509-6472 AT&T/DISTRIBUTION.................................PK PATEL.................................(904) 699-4976
COMPANY CONTACT TELEPHONE NUMBER
UTILITY CONTACTS:
UTILITY LINES.
ON EITHER SIDE OF THE MARKS TO AVOID HITTING THE BURIED
- DIG SAFELY, USING EXTREME CAUTION WHEN DIGGING WITHIN 24 INCHES
CALL AGAIN.
- PROTECT THE MARKS DURING YOUR PROJECT. IF MARKS DESTROYED,
AND MARKED.
- WAIT THE REQUIRED TIME FOR BURIED UTILITIES TO BE LOCATED
TWO FULL BUSINESS DAYS BEFORE DIGGING.
- CALL 904.269-6359 (CLAY COUNTY SIGNAL & MAINTENANCE DIVISION)
CALL TEN DAYS BEFORE DIGGING WHEN DIGGING UNDER WATER LINES.
- CALL 800-432-4770 TWO FULL BUSINESS DAYS BEFORE DIGGING.
CALL BEFORE YOU DIG 1-800-432-4770
RESPONSIBLE UTILITY COMPANY, THE ENGINEER, AND THE COUNTY.
OR REQUIRE RELOCATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
CONSTRUCTION. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED
AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING
6. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION
DISCRETION AND APPROVAL OF THE CLAY COUNTY ENGINEERING DIVISION.
5. ALL DISTURBED CLAY COUNTY RIGHTS-OF-WAY SHALL BE SODDED TO THE
WATER MANAGEMENT DISTRICT PERMITS.
THE CONTRACTOR SHALL KEEP ONSITE COPIES OF THE SWPPP, NOI, AND
PROTECTION (FDEP) HAVING JURISDICTION OVER THE NPDES PROGRAM.
TERMINATION” (NOT) TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL
AND SUBMITTING THE NPDES “NOTICE OF INTENT’ (NOI) AND “NOTICE OF
FOR PREPARING THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
ELIMINATION SYSTEM (NPDES) PERMIT. THE CONTRACTOR IS RESPONSIBLE
TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
4. ALL CONSTRUCTION PROJECTS 1 ACRE OR MORE IN SIZE SHALL BE REQUIRED
CONSTRUCTION COMMENCEMENT.
3. WARNING SIGNS ARE TO BE POST MOUNTED AND ERECTED BEFORE
FLORIDA GREENBOOK.
FDOT STANDARD PLANS, THE FDOT DESIGN MANUAL (FDM) AND THE
DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS,
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE FLORIDA
2. CONSTRUCTION SHALL FOLLOW THE CURRENT YEAR STANDARDS SET FORTH BY
NOTICE ON ALL MEETINGS AND OR TESTING PROCEDURES.
1. CLAY COUNTY ENGINEERING DIVISION REQUIRES TWENTY-FOUR HOUR (24-HR)
FENCING MAY BE NECESSARY TO ACHIEVE CONTAINMENT.
AND OTHER ANIMALS WHEN RELOCATING OR CONSTRUCTING NEW FENCES. TEMPORARY
CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS ON CONTAINMENT OF LIVE STOCK 42.
FENCE INSTALLATION & RELOCATION
THE PROPERTY OWNER.
CONTRACTOR MAY ADJUST THE LOCATION OF PROPOSED DRIVEWAYS AT THE REQUEST OF 43.
DRIVEWAY CONSTRUCTION
APPURTENANCES, AND OTHER FEATURES TO ESTABLISH A PRESENTABLE WORK AREA.
SHALL INCLUDE WEED WHACKING AROUND SIGNS, DRAINAGE STRUCTURES, UTILITY
MOWING AND LITTER REMOVAL SHALL OCCUR PER FDOT STANDARD SPECIFICATIONS. MOWING49.
MOWING AND LITTER REMOVAL
AND PUBLIC WORKS
ENGINEERING DEPARTMENT
CLAY COUNTYE
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DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
/2
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32258 FL, JACKSONVILLE
12574 FLAGLER CENTER BLVD-SUITE 202
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
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GENERAL NOTES (2)
- SHOW AND LABEL ALL SURVEY-LINES USED FOR LOCATIONS
- SCALE
- NORTH ARROW
o DESIGN INFORMATION FOR ALL AS-BUILT INFORMATION PROVIDED LINED THROUGH o ALL COMMERCIAL SITES SHALL SHOW THE SITE PHYSICAL ADDRESS IN THE TITLE BLOCK
- STREET NAMES
- PROJECT/DEVELOPMENT NUMBER
- PROJECT AS IT APPEARS ON PLAT
INFORMATION:
AND CONTAIN THE FOLLOWING IN ADDITION TO THE AS-BUILT
THE DRAWING(S) ARE TO BE ON 11" x 17" or 24” x 36” SHEET(S)
DRAINAGE SHEET(S) SPECIFICALLY FOR AS-BUILT INFORMATION.
NOTE: A LICENSED SURVEYOR SHALL USE THE ORIGINAL PAVING AND
(28.48) AND THE AS-BUILT INFORMATION PLACED ADJACENT TO IT.
INFORMATION (ELEVATIONS, PIPE LENGTHS, STATIONING, ETC.) LINED THROUGH
(AUTOCAD FORMAT; PLEASE DO NOT USE REFERENCE FILES) WITH THE DESIGN
1. SUBMIT TWO (2) SIGNED AND SEALED SETS OF PRINTS AND ONE DIGITAL COPY
GENERAL
AS-BUILT REQUIREMENTS PAVING AND DRAINAGE
- GUTTER LINE (CUL-DE-SAC EVERY 25’)
- BEGIN AND END ROADWAY TRANSITION
- BEGIN AND END FULL SUPERELEVATION
- BEGIN AND END SUPERELEVATION TRANSITION
- BEGIN AND END VALLEY GUTTER
- CENTERLINE INTERSECTIONS
- CURB RETURNS
- LOW AND HIGH POINTS
- PVC, PC AND PVT
A MINIMUM OF EVERY 100 FEET AND AT THE FOLLOWING CHANGES IN VERTICAL AND HORIZONTAL ALIGNMENT:
- BACK OF SIDEWALKS
- GUTTER OR EDGE OF PAVEMENT (SPECIFY WHICH)
- TOP OF CURB
- CENTERLINE OR PROFILE GRADE LINE
STATIONS, OFFSETS, AND ELEVATIONS ON:
PAVING
THAN ONE THOUSAND FEET (1,000’) FROM A BENCHMARK. EACH BENCHMARK TO BE REFERENCED BY STATION.
WITHIN A SUBDIVISION OR IN EACH PHASE OF A SUBDIVISION AND LOCATED SO THAT NO LOR IS MORE CURB HOODS, MANHOLE RIMS, ETC.) AT LEAST TWO (2) PERMANENT BENCHMARKS SHALL BE ESTABLISHED PERMANENT BENCHMARKS, ESTABLISHED IN NAVD88, ARE TO BE SITUATED AS TO FACILITATE LOW GRADING (I.E. TOP OF METAL
BENCHMARKS
FOR PLATS AND AS-BUILTS.
THE ‘EASTING’ SHALL GIVE THE POSITION IN AN EAST AND WEST DIRECTION, REF. F.S. CH. 177.151)
GIVE THE POSITION IN A NORTH AND SOUTH DIRECTION; THE OTHER TO BE KNOWN AS
CORNERS AND ON ALL PRM(S) (ONE POSITION, TO BE KNOWN AS THE “NORTHING: SHALL
6. SHOW STATE PLANE COORDINATE (NAD. 83) REFERENCES ON AT LEAST FOUR (4) BOUNDARY
AND REFERENCE TYPE)
5. INFORMATION PERTAINING TO BENCHMARK(S) (LOCATION, ELEVATION,
4. SIGNED ENGINEER’S CERTIFICATION STATEMENT
3. MATERIAL CERTIFICATION STATEMENT SIGNED BY THE CONTRACTOR
2. THE WORDS ‘AS-BUILT’ IN AT LEAST ONE-INCH HIGH LETTERS
TO SET PRE-FABRICATED PEDESTRIAN BRIDGE AT GROG BRANCH.
LONG BAY ROAD MAY BE CLOSED BETWEEN PINTO RD. AND MUSTANG RD. FOR UP TO 24 HOURS 6.
OPERATIONS PER STANDARD PLAN 102-603. TEMPORARY RUMBLE STRIPS MAY TO BE OMITTED.
ACTIVITIES THAT COME WITHIN 2 FT OF THE TRAVEL WAY WILL REQUIRE FLAGGING 5.
PLAN 102-602.
TRAIL CONSTRUCTION SHALL BE COMPLETED AS ROAD WORK ON SHOULDER PER STANDARD 4.
MAINTAINED. MAIL DELIVERY AND GARBAGE COLLECTION SHALL NOT BE IMPEDED.
COORDINATED WITH THE COUNTY AND PROPERT OWNERS SO THAT ACCESS MAY BE
CONSTRUCTION ACTIVITIES IN FRONT OF DRIVEWAYS AND SIDE ROADS SHALL BE 3.
EXPENSE.
TO THE CONTRACTOR’S FAILURE TO DO SO SHALL BE REPAIRED AT THE CONTRACTOR’S
IT IS THE CONTRACTOR’S RESPONSIBILITY TO LOCATE AND AVOID UTILITIES. ANY DAMAGE DUE 2.
CONTROL DEVICES AND THE FDOT STANDARD PLANS.
WORK ZONE TRAFFIC CONTROL SHALL ADHERE TO THE MANUAL OF UNIFORM TRAFFIC 1.
TRAFFIC CONTROL PLAN
AND PUBLIC WORKS
ENGINEERING DEPARTMENT
CLAY COUNTYE
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SA
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CURVE C2
CONST. LONG BAY RD.�
CONST. OLD JENNINGS RD.�
91011
130140150160170180190200210220230240250
P C
S
T A
.2
P T
S
T A
.6
P C S
T A
.9
P T S
T A
.6
P I
S T
A
.8
P I
S T
A
.9
P I
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A
.0
P I
S T
A
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CURVE DATA C1
PI STA. = 121+86.15
¬ = 54°03'47" (RT)
D = 13°10'17" T = 221.95 L = 410.46 R = 435.00
PC STA. = 119+64.20
PT STA. = 123+74.66
CURVE DATA C2
PI STA. = 128+84.15
¬ = 17°39'15" (RT)
D = 08°00'00" T = 111.22 L = 220.68 R = 716.20
PC STA. = 127+72.93
PT STA. = 129+93.61
P I
S
TA
1+ .1
P I
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A
.1
N °0
'0
"W
N00°26'05"WN00°19'19"W
N00°19'19"W
N00°08'58"W
N00°20'04"W
N °3
'4
"E
CURVE C1
N90°00'00"E
LIVE OAK LN.
1"=1000' N
BLANDING BLVD.
� CONST. OLD JENNINGS RD., 111+05.75=
� CONST. LONG BAY RD., 253+39.92
BEGIN BRIDGE
STA. 228+00.00END BRIDGE
STA. 229+20.00
BEGIN PROJECT
BEGIN CONSTRUCTION
STA. 57+55.82
END PROJECT
END CONSTRUCTION
STA. 120+47.84
CONTROL POINT 1
GAI TRAV
STA. 106+84.60, 16.00' RT.
EL. 80.428
CONTROL POINT 2
GAI TRAV
STA. 110+96.25,16.55' LT.
EL. 78.894
CONTROL POINT 3
GAI TRAV
STA. 246+20.81, 14.62' RT.
EL. 75.898
CONTROL POINT 5
GAI TRAV
STA. 229+96.79, 15.16' RT.
EL. 59.632
CONTROL POINT 4
GAI TRAV
STA. 239+35.18, 15.69' RT.
EL. 71.958
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
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PROJECT LAYOUT
CL_LONGBAY - PLAN 1 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLAYRD01.dgn
5:51:22 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
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� CONST. OLD JENNINGS RD. OLD JENNINGS RD.
+02.49
38.00' LT.
+81.03
38.00' LT.
+54.59
38.00' LT.
12' 12' 12'
N
+02.49
0.00' RT.
+81.03
0.00' RT.
+54.59
0.00' RT.
N89°34'42"E
EXIST. R/W LINE12' SHARED USE PATH
+67.80
26.00' LT.
29' OF 18" PIPE
18" PIPE
60' OF
58 59 60 61 626060 90°
12" WHITE
24" WHITE
90°
90°
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-101 S-102 S-103
S-104
L
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A K
L N
SUNTRAIL
EXIST.
H O
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H O
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W
H O
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E
+36.72
20.60' LT.
INV. 86.50
+98.84
20.60' LT.
INV. 86.40
+63.18
20.57' LT.
INV. 86.50
.0
+67.86
38.00' LT.
EXISTING TO REMAIN
EXISTING TO REMAIN 700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
BEGIN PROJECT
BEGIN CONSTRUCTION
STA. 57+55.82
� CONST. OLD JENNINGS RD.
OLD JENNINGS RD.
+54.28
38.00' LT.
12'
N
+54.28
0.00' RT.
N89°34'42"E
EXIST. R/W LINE 12' SHARED USE PATH
18" PIPE
100' OF
62 63 64 65 6665 90°
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-105
S-106
H O
U S
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W
H O
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PER FDOT INDEX 443-001
(PERFORATED PIPE)
151' OF 18" EXFILTRATION PIPE
S-104
+60.28
38.00' LT.
+87.05
34.27' LT.
+10.55
31.00' LT.
.0
R
.0
R
.0
.0
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
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PLAN (1)
CL OLD JENNINGS - PLAN 1 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:13 PM12/23/2025zhangw
PREPARED FOR
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ENGINEERING DEPARTMENT
AND PUBLIC WORKS
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� CONST. OLD JENNINGS RD. OLD JENNINGS RD.
N
N89°34'42"E
EXIST. R/W LINE
12' SHARED USE PATH
150' OF 18" PIPE
67 68 69 70 717070
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-107
S-107A
.0
700-1-111
18" X 18"
R1-1
17.65' LT.
70+92.81STA.
+99.68
19.00' LT.
1 AS
7' OF DBL 8" PIPE
EXISTING TO REMAIN
+86.70
10.36' LT.
S
TO
P
STOP
� CONST. OLD JENNINGS RD.
OLD JENNINGS RD.
+58.40
31.00' LT.
16'
N
+58.40
0.00' RT.
N89°34'42"E
EXIST. R/W LINE 12' SHARED USE PATH
18" PIPE
100' OF 18" PIPE
250' OF 18" PIPE
71 72 73 74 7575+07.68
31.00' LT.
90°
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-108 S-109 S-110
H O
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U T
IL
IT
IE
S
S-108A S-109A S-110A
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J O
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P H
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+46.06
19.00' LT.
+36.29
31.00' LT.
700-1-111
18" X 18"
R1-1
33.09' LT.
71+51.47STA.
1 AS
7' OF DBL 8" PIPE
7' OF DBL 8" PIPE
7' OF DBL 8" PIPE
EXISTING TO REMAIN
EXISTING TO REMAIN
+68.11
10.60' LT.
+34.71
10.59' LT.
+33.19
40.00' LT.
+09.75
40.00' LT.
+09.79
37.78' LT.
+56.26
31.00' LT.
+56.26
0.00' LT.
16'
90°
12" WHITE
24" WHITE
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
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PLAN (2)
CL OLD JENNINGS - PLAN 3 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:14 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
O P
S T
O P
STOP
� CONST. OLD JENNINGS RD.
OLD JENNINGS RD.
N
N89°34'42"E
EXIST. R/W LINE
12' SHARED USE PATH
12' SHARED USE PATH
18" PIPE
56' OF
76 77 78 79 808080
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
+08.55
37.39' LT.
INV. 82.75
J A
C Q
U E
L
IN
E L
N
+71.76
31.00' LT.
+65.68
19.00' LT.
+00.85
31.00' LT.
+12.59
19.00' LT.
S-111 S-112
+52.07
31.00' LT.
+69.90
32.87' LT.
+90.23
35.00' LT.
.0
R
.0
R
S-110
S-110A
.0
.0
W/ HANDRAIL
GRAVITY WALL
+17.07
35.00' LT.
+52.07
35.00' LT.
15' OF 30"x24" PIPE
PER INDEX 430-001
CONCRETE JACKET
TO REMAIN
EXIST. 30"x24" PIPE
TO REMAIN
EXIST. 28"x18" PIPE
700-1-111
18" X 18"
R1-1
700-1-111
18" X 18"
R1-1
17.65' LT.
75+57.08STA.
32.58' LT.
76+11.54STA.
1 AS 1 AS
EXISTING TO REMAIN
+46.96
10.08' LT.
+72.45
40.00' LT.
+97.11
40.00' LT.
24" WHITE
12" WHITE
S
TO
P
S
TO
P
STOP
NO
O
UT
LE
NO OUTLET
� CONST. OLD JENNINGS RD.
OLD JENNINGS RD.
N
N89°34'42"E
EXIST. R/W LINE
12' SHARED USE PATH
12' SHARED USE PATH
80 81 82 83 848080
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
+31.54
35.00' LT.
+51.86
32.87' LT.
+69.70
31.00' LT.
.0
R
.0
R
.0
.0
F O
X M
E A
D O
W T
R
700-1-111
18" X 18"
R1-1
700-1-111
18" X 18"
R1-1
17.68' LT.
81+62.94STA.
32.61' LT.
82+36.14STA.
+83.45
31.00' LT.
+24.19
31.00' LT.
+38.53
19.00' LT.
+73.16
19.00' LT.
1 AS
1 AS
EXISTING TO REMAIN
EXISTING TO REMAIN
+56.80
11.26' LT. +78.36
10.81' LT.
+86.97
40.00' LT.
+18.23
40.00' LT.
+59.04
12.59' LT.
24" WHITE 12" WHITE
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (3)
CL OLD JENNINGS - PLAN 5 [SHEET] : c:\bms\gai-prod\w.zhang\dms22144\PLANRD01.dgn
5:53:15 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
N
N89°34'42"E
EXIST. R/W LINE
12' SHARED USE PATH
85 86 87 88 8985
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
.0
U
� CONST. OLD JENNINGS RD. OLD JENNINGS RD.
N
N89°34'42"E
EXIST. R/W LINE
12' SHARED USE PATH
31' OF 18" PIPE
89 90 91 92 939090
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-113 S-114
+24.90
34.63' LT.
INV. +62.28
34.73' LT.
INV.
.0
S-113A S-114A
31' OF 18" PIPE
+43.55
34.97' LT.
INV.
+80.92
35.08' LT.
INV.
H O
U S
E
H O
U S
E
+43.54
0.00' RT.
+43.54
31.00' LT.
14'
+62.43
31.00' LT.
+62.43
0.00' RT.
13'
90° 90°
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (4)
CL OLD JENNINGS - PLAN 7 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:16 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
O P
S T
O P
S T
O P
S T
O P
STOP
U
U
.0
R
� CONST. OLD JENNINGS RD.
OLD JENNINGS RD.
N
N89°34'42"E
EXIST. R/W LINE
+54.86
36.50' LT.
+78.38
36.50' LT.
+85.03
24.50' LT.
12' SHARED USE PATH
10' SHARED USE PATH
12' SHARED USE PATH
94 95 96 97 9895
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-115
+66.95
31.00' LT.
+80.81
32.12' LT.
+96.61
33.41' LT.
.0
R
.0
R
+18.03
33.41' LT.
+61.50
32.86' LT.
+11.45
23.41' LT.
+81.84
22.86' LT.
.4
+20.00
32.86' LT.
+51.40
22.86' LT.
L A
K E
F O
X M
E A
D O
W R
D
H A
T C
H E
R R
D
+50.88
22.00' LT. +88.82
22.00' LT.
+54.50
40.00' LT.
+76.44
40.00' LT.
12" WHITE
24" WHITE
700-1-111
18" X 18"
R1-1
700-1-111
18" X 18"
R1-1
1 AS
1 AS
700-1-111
18" X 18"
R1-1
1 AS
R1-1
18" X 18"
700-1-111 1 AS
21.10' LT.
94+03.59STA.
34.80' LT.
94+76.43STA.
21.77' LT.
97+44.54STA.
37.96' LT.
97+86.97STA.
TO REMAIN
EXIST. DBL. 24" PIPE
EXISTING SIGN
TO BE RELOCATED
700-1-500 1 AS
EXISTING SIGN
TO BE RELOCATED
700-1-500 1 AS
EXISTING
TO REMAIN
+64.08
30.25' LT.
24" WHITE
12" WHITE
� CONST. OLD JENNINGS RD.
OLD JENNINGS RD.
90°
12' 12' 12'
N
+27.29
0.00' LT.
+97.32
0.00' RT.
+45.88
0.00' RT.
N89°34'42"E
EXIST. R/W LINE
12' SHARED USE PATH
150' OF 18" PIPE
60' OF 18" PIPE
90' OF 18" PIPE
200' OF 18" PIPE
98 99 100 101 102100100100
+45.88
36.50' LT.
113° 90
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-116 S-117 S-118 S-1192
.5
+27.29
36.50' LT. +97.32
36.50' LT.
+19.42
36.50' LT.
+34.91
0.00' RT.
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (5)
CL OLD JENNINGS - PLAN 9 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:16 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
90°
16'
N
+09.06
0.00' RT.
N89°34'42"E
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
18" PIPE
200' OF 18" PIPE
150' OF 18" PIPE
15' OF 24" PIPE
103 104 105 106 107105
+45.32
0.00' RT.
+45.32
36.50' LT.
90°
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-120 S-121 S-122
S-123
.5
L O
T
H O
U S
E
W
H O
U S
E
E
12'
+03.13
36.50' LT.
+03.13
0.00' RT.
90°
12'
L
IM
IT
S
P E
E D
.5
� CONST. OLD JENNINGS RD. OLD JENNINGS RD.
N
L O
N
B
A Y
R D
BAY RD.
� CONST. LONG
N89°34'42"E
EXIST. R/W LINE
EXIST. R/W LINE
USE PATH
12' SHARED
12' SHARED USE PATH
+32.65
35.84' RT.
+44.71
24.70' RT.
12" WHITE
24" WHITE
+32.73
16.50' LT.
+32.73
24.50' LT.
+44.73
16.50' LT.
+44.73
36.50' LT.
107 108 109 110 111110110
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-123
S-122
.5
700-1-500
EXISTING SIGN
TO BE RELOCATED
4 AS
700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
N
°2
'0
"W
STA. 111+05.75
� CONST. OLD JENNINGS RD. =
STA. 253+39.92
� CONST. LONG BAY RD.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (6)
CL OLD JENNINGS - PLAN 11 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:17 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
IG
H T T
U R N L
A N E
B E
G
IN
Y
IE
LD
T
O B
IK
E S
N O
R T H
S O
U T H
V E
H
IC
L E S
T O
Y I E
L D
T U
R N
IN
G
M H
U
S D
1"=30'
N
� CONST. LONG BAY RD.
LO
NG
BAY
RD.
R
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
CURVE DATA C1
PI STA. = 121+86.15
¬ = 54°03'47" (RT)
D = 13°10'17" T = 221.95 L = 410.46 R = 435.00
PC STA. = 119+64.20
PT STA. = 123+74.66
CURVE C1
+47.84
68.18' LT.
+52.18
65.33' LT.
+87.38
50.35' LT.
+19.79
50.17' LT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
BLANDING BLVD. (SR 21)
REMOVE EXIST. SIDEWALK
+76.84
38.60' LT.
+77.29
33.65' LT.
TO REMAIN
STRUCTURE
EXIST. PIPE AND
EXISTING
TO REMAIN
700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
END PROJECT
END CONSTRUCTION
STA. 120+47.84
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (7)
CL_LONG_BAY - PLAN 13 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:18 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
O P
S T
O P
J C
T
D O N
O T
B
LO
C K
IN
TE
RS
EC
TI
ON
.0
'2
.0
1"=30'
N
� CONST. LONG BAY RD. LONG BAY RD.
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
68' OF 18" PIPE 68' OF 18" PIPE
17' OF 24" PIPE
124 125 126 127125
P T S
T A
.6
N18°05'20"W
CURVE C1
+70.88
44.30' LT.
+63.62
33.03' LT.
+05.44
40.00' LT.
+13.61
26.54' LT.
+69.55
34.00' LT.
+94.57
31.00' LT.
+65.23
22.00' LT.
24" WHITE
12" WHITE
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-2
S-3
S-1
L A Z
Y A
C R
E S R
D
PER INDEX 430-001
CONCRETE JACKET
+81.18
39.78' LT.
INV. 19.90
TO REMAIN
EXIST. PIPE
700-1-111 1 AS
18" X 18"
R1-1
39.96' LT.
123+18.98STA.
700-1-111 1 AS
18" X 18"
R1-1
31.42' LT.
122+59.41STA.
700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS 700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS 700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS FRATERNAL
ORDER
OF EAGLES
U
.0
.0
H O
U S
E
H O
U S
E
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
CURVE C2
R
12'
12'
90°
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
18" PIPE
19' OF 18" PIPE
130130
P C
S
T A
.9
P T
S
T A
.6
CURVE DATA C2
PI STA. = 128+84.15
¬ = 17°39'15" (RT)
D = 08°00'00" T = 111.22 L = 220.68 R = 716.20
PC STA. = 127+72.93
PT STA. = 129+93.61
P I
S T
A
.1
+00.26
19.00' LT.
+25.41
0.00' RT.
+48.02
0.00' LT.
+25.41
31.00' LT.
+48.02
31.00' LT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-4
S-5
S-6
+36.18
38.39' LT.
INV. 21.40 +61.17
38.29' LT.
INV. 21.20
700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
N18°0 5'20"W
N00°26'05"W
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (8)
CL_LONG_BAY - PLAN 1 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:19 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
O P
S T
O P
STOP
.0
.0
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH 12' SHARED USE PATH
132 133 134 135 136135
+41.30
31.00' LT.
+89.64
31.00' LT.
+28.84
19.00' LT.
+25.96
19.00' LT.
12" WHITE
24" WHITE
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
C O
U N
T
Y
M E
A D
O W
S
D
R
700-1-111 1 AS
18" X 18"
R1-1
700-1-111 1 AS
18" X 18"
R1-1
17.39' LT.
132+22.61STA.
32.56' LT.
133+07.94STA.
700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
EXISTING
TO REMAIN 700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
N00°26'05"W
.0
.0
H O
U S
E
H O
U S
E
1"=30'
N
� CONST. LONG BAY RD. LONG BAY RD.
12'
90°
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH 12' SHARED USE PATH
26' OF 18" PIPE
89' OF 18" PIPE
11' OF DBL 30" PIPE
136 137 138 139 140140140
N00°26'05"W
+33.61
0.00' RT.
+33.61
31.00' LT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-7
S-8 S-9
S-10
S-11
L E
E W
A R
D
B
R E
E Z
E
L P
DITCH PAVEMENT
+17.88
38.50' LT.
INV. 17.90
+50.04
38.50' LT.
INV. 17.70
+71.68
44.29' LT.
INV. 16.40
+63.45
41.00' LT.
INV. 17.90
PER INDEX 430-001
CONCRETE JACKET
TO REMAIN
EXISTING PIPES
+47.64
0.00' LT.
+38.66
45.30' LT.
+41.50
31.00' LT.
101°
16'
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (9)
CL_LONG_BAY - PLAN 3 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:20 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
.0
.0
H O
U S
E
H O
U S
E
� CONST. LONG BAY RD.
LONG BAY RD.
12'
90°
1"=30'
N
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
35' OF 18" PIPE 39' OF 18" PIPE
31' OF 18" PIPE
141 142 143 144 145145
+82.89
0.00' RT.
+78.42
0.00' RT.
+82.89
31.00' LT.
+83.88
31.00' LT.
12'
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-12 S-13 S-14 S-15
S-16
+62.77
40.00' LT.
INV. 20.40
+96.00
40.00' LT.
INV. 20.70
+71.30
40.00' LT.
INV. 20.90
+16.93
40.00' LT.
INV. 21.10
+67.02
40.00' LT.
INV. 21.30
N00°26'05"W
+92.54
31.00' LT.
+92.54
46.00' LT.
+92.54
0.00' RT.
16'
V A
C A
N T
L O
T
S T O
P ST
OP
H
WATER
WATER
WATER
.0
.0
.4
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
R
R
R
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
12' SHARED USE PATH
12' SHARED USE PATH
C.C.U.A. EASEMENT25'
145 146 147 148 149145
P I
S T
A
.8
+14.97
31.00' LT.
+65.50
19.00' LT.
+39.72
31.00' LT.
+91.73
48.51' LT.
+98.99
38.95' LT.
+51.00
68.46' LT.
+51.00
56.46' LT.
+83.68
74.95' LT.
+83.68
49.95' LT.
R
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-17
S U
N S
H
IN
E F
A R
M S
R D
L E
E W
A R
D
B
R E
E Z
E
L P
+04.13
40.00' LT.
INV. 21.40
TO REMAIN
STRUCTURE
EXIST. PIPE AND
700-1-111 1 AS
18" X 18"
R1-1
700-1-111 1 AS
18" X 18"
R1-1
16.63' LT.
146+58.92STA.
33.48' LT.
147+30.74STA.
EXISTING
TO REMAIN
+78.06
31.00' LT.
+26.23
19.00' LT.
+39.72
19.00' LT.
700-1-500
EXISTING SIGN
TO BE RELOCATED
1 AS
N00°26'05"W N00°19'19"W
Δ
°0
'4
12" WHITE
24" WHITE
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (10)
CL_LONG_BAY - PLAN 5 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:21 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
.4
.4
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
12' SHARED USE PATH
C.C.U.A. EASEMENT25'
150 151 152 153 154150150150
N00°19'19"W
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
L
C O
U N
T Y
L
IM
IT
S
P E
E D
W A T E
RWATER
S A
N
.4
.5
.4
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
R
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
12' SHARED USE PATH
C.C.U.A. EASEMENT25'
154 155 156 157 158155
P O
T S
T A
.9
R
R
R
+99.90
68.46' LT.
+99.90
56.46' LT.
+36.93
68.46' LT.
+36.93
56.46' LT.
+68.73
63.16' LT.
+64.84
51.81' LT.
+96.64
58.50' LT.
+96.64
46.50' LT.
+96.78
75.00' LT.
+96.75
65.00' LT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
C R
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
N00°19'19"W N00°19'19"W
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (11)
CL_LONG_BAY - PLAN 7 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:22 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
C O
U N
T Y
JC
T
.5
.5
H O
U S
E
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
12'
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
12' SHARED USE PATH
C.C.U.A. EASEMENT25'
159 160 161 162 163160160
N00°19'19"W
+93.55
58.50' LT.
+93.55
0.00' LT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
EXISTING TO REMAIN
WATER
WATER
M H
.5
.5
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
WETLAND LINE
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
12' SHARED USE PATH
C.C.U.A. EASEMENT25'
163 164 165 166 167165
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
N00°19'19"W
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (12)
CL_LONG_BAY - PLAN 9 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:22 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
U
H
.5
' 4
.5
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
WETLAND LINE
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
12' SHARED USE PATH
C.C.U.A. EASEMENT25'
168 169 170 171 172170170
P O T
S
T A
.0
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-19
S-18
22' OF (3) 36" PIPES
TO REMAIN
AND STRUCTURE
EXISTING PIPE
N00°19'19"W N00°08'58"W
U U
WATER
WATER
.5
.5
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
WETLAND LINE
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
PROP. R/W LINE
C.C.U.A. EASEMENT25'
172 173 174 175 176175
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
N00°08'58"W
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (13)
CL_LONG_BAY - PLAN 11 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:23 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
UW
T E R
.5
.5
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
WETLAND LINE
WETLAND LINE
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
12' SHARED USE PATH
PROP. R/W LINE
C.C.U.A. EASEMENT25'
177 178 179 180 181180180
+00.00
58.50' LT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
N00°08'58"W
.5
.5
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
WETLAND LINE
EXIST. R/W LINE
EXIST. R/W LINE 12' SHARED USE PATH 25' C.C.U.A. EASEMENT
181 182 183 184 185185
N00°08'58"W
R
R
PROP. R/W
+33.09
55.50' LT.
+33.09
60.00' LT.
+33.09
65.00' LT.+17.63
56.90' LT.
25' C.C.U.A EASEMENT
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (14)
CL_LONG_BAY - PLAN 14 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:24 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
.0
R
.0
R
.5
.6
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
186 187 188 189 190190190
+60.61
55.50' LT.
+60.60
60.00' LT.
+60.60
65.00' LT.
25' C.C.U.A EASEMENT
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-20
+04.00
24.91' LT.
INV. 39.00
EXISTING PIPES TO REMAIN
+94.98
49.28' LT.
+20.28
43.95' LT.
+60.61
43.50' LT.
+90.77
38.04' LT.
+19.60
31.97' LT.
+52.53
35.99' LT.
+37.31
37.34' LT.
+91.21
34.89' LT.
+91.09
23.38' LT.
N00°08'58"W
STOP
S A
N
WATER
.7
.8
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
190 191 192 193 194190190
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
EXISTING TO REMAIN
+81.01
24.10' LT.
+20.78
27.08' LT.
+60.19
27.19' LT.
+00.53
24.36' LT.
+25.54
25.46' LT.
+20.24
38.61' LT.+80.62
35.69' LT.
+60.79
39.17' LT. +00.68
36.16' LT.
+25.52
19.28' LT.
+25.57
37.17' LT.
+31.15
40.00' LT.
+36.84
40.00' LT.
N00°08'58"W
12" WHITE
24" WHITE
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (15)
CL_LONG_BAY - PLAN 16 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:25 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
W
T E R
W A T E R
U
.4
.3
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
195 196 197 198 199195
+14.65
26.57' RT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
W A
R M
S
P R
IN
W
W A
R M
S
P R
IN
G S
W Y
EXISTING TO REMAIN
EXISTING TO REMAIN
N00°08'58"W
12" WHITE (TYP.)
24" WHITE (TYP.)
.3
.5
T R
A N
S M
IS
S
IO
N
M A
IN
T
E N
A N
C E
A C
C E
S S
H O
U S
E
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD. 90°
12'
TYPE F C&G
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH12' SHARED USE PATH
6" CONCRETE DRIVEWAY
199 200 201 202 203200200200
P O
T
S
T A
.0
+48.88
0.00' RT.
+48.88
35.55' RT.
+68.00
25.15' RT.
+88.77
23.55' RT.
+83.75
35.55' RT.
+10.62
16.55' RT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-38
S-39
TO BE REMOVED
EXIST. PIPE AND STRUCTURES
182' OF 18" PIPE
TO BE REMOVED
EXIST. CATCH BASIN
EXISTING TO REMAIN
N00°08'58"W N00°20'04"W
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
GAI CONSULTANTS, INC.
63980LICENSE NUMBER:
ROBERT B. JAMIESON
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
PLAN (16)
CL_LONG_BAY - PLAN 18 [SHEET] : c:\bms\gai-prod\r.jerido\dms22144\PLANRD01.dgn
5:53:26 PM12/23/2025zhangw
PREPARED FOR
CLAY COUNTY
ENGINEERING DEPARTMENT
AND PUBLIC WORKS
E H
T T
A E
R G
ADIROLF
Y T
N U
O C
LA
E
S
FO
Y
AL
.5
.5
H
O U
S E
H O
U S
E
H O
U S
E
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD. 90°
90°
12' 12'
TYPE F C&G
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
6" CONCRETE DRIVEWAY
6" CONCRETE DRIVEWAY
7' OF 18" PIPE
148' OF 18" PIPE
8' OF 18" PIPE
98' OF 18" PIPE 98' OF 18" PIPE
204 205 206 207 208205 +02.44
0.00' RT.
+02.44
35.55' RT.
+12.07
35.55' RT.
+12.07
0.00' RT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
DETECTABLE WARNING
S-41
S-40
S-43
S-42
S-44
A P
P A L
O O
S A
R
D
TO BE REMOVED
STRUCTURES
EXIST. PIPE AND
TO BE REMOVED
EXIST. SIDE DRAIN
N00°20'04"W
OM1-3
18" X 18"
705-10-1 1 AS
700-1-500
EXISTING SIGNS
TO BE RELOCATED
2 AS
37.31' RT.
206+94.38STA.
37.31' RT.
207+01.09STA.
L
IM
IT
S P
E E
D
U
.5
.7
H O
U S
E
H O
U S
E
1"=30'
N
� CONST. LONG BAY RD.
LONG BAY RD.90° 90°
12'12'
TYPE F C&G
EXIST. R/W LINE
EXIST. R/W LINE
12' SHARED USE PATH
6" CONCRETE DRIVEWAY 6" CONCRETE DRIVEWAY
18" PIPE
208 209 210 211 212210210 +25.38
0.00' RT.
+25.38
35.55' RT.
+91.19
0.00' RT.
+91.19
35.63' RT.
LEGEND:
ASPHALT SHARED USE PATH
CONCRETE SHARED USE PATH
ASPHALT DRIVEWAY
D…
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