2-ITB ATTACHMENT 2 - DRAWINGS.pdf
PDF 5 MB Posted
- Solicitation number
- 2026017
- Issued by
- Hillsborough County, Florida
About this file
This drawing set document provides the design specifications and technical details for Tampa Bay Water's Cross Bar Ranch Wellfield Water Transmission Main project (Project No. 07153), a water infrastructure improvement initiative in Pasco County, Florida. The scope of work involves construction of approximately 500 linear feet of 60-inch steel pipe for raw groundwater transmission beneath State Road 52 using open cut and micro-tunneling methods. The project includes connecting the new crossing to existing transmission mains, placing the new pipeline into service, and removing designated portions of the out-of-service pipeline. The drawings, prepared by Wade Trim and sealed by Professional Engineer Nita Naik Sharma (FL License No. 79670), show the project location between stations 224+45.00 and 750+20.00 along SR 52 near Clearwater, Florida. The design includes horizontal and vertical scales (1"=20' and 1"=4' respectively), survey baseline data, utility conflict identification, tree removal locations, and limits of disturbance across approximately 5,550 linear feet of surveyed corridor.
The technical drawings encompass general notes, survey legends, existing conditions plans, tree removal and disturbance limits, road profiles, and detailed specifications for pipeline installation, trench work, valve assemblies, and cathodic protection systems. Critical requirements include coordination with Florida Department of Transportation (FDOT) for work within state right-of-way, utility locates through the Sunshine One Call Center (1-800-432-4770), compliance with Pasco County tree protection standards, temporary thrust restraint measures for existing pressurized conduits, and adherence to dewatering plans. The project accommodates existing infrastructure including utility poles, storm management facilities, and multiple utility crossings (electrical, telephone, fiber optic lines, and storm mains), with specific provisions for protecting or relocating utilities as indicated. Cathodic protection details include six test stations with anode installations to protect the steel transmission main from corrosion.
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Text version
TAMPA BAY WATER PROJECT No.:
DRAWING SET No.: G-1
NITA NAIK SHARMA, P.E.
LICENSE NO.
79670
ISSUED FOR BIDDING
PROJECT LOCATION
TAMPA BAY WATER
CROSS BAR RANCH WELLFIELD WATER TRANSMISSION
2575 Enterprise Road Clearwater, Florida 33763 Ph: 727.796.2355 www.tampabaywater.org
07153
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
FINAL SUBMITTAL - SEPTEMBER 10, 2025
PROJECT NO. 07153
N.T.S.
PROJECT LOCATION:
℄ CONST. SR 52
STA. 750+20.00 =
℄ SURVEY SR 52
STA. 224+45.00
MAIN - UTILITY CONFLICT
EHREN
CUTOFF
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RMA
DATE: 06/12/2025
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY NITA N. SHARMA
ON THE DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
The Individual above shall be responsible individual for following sheets included herein:
G-1, G-2, G-3, G-4 C-1, C-2, C-3, D-1, D-2, D-3, The Individual above shall be responsible individual for following sheets included herein:
CP-1, CP-2, CP-3, CP-4
http://www.tampabaywater.org
Drawn By:
Date:
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
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CROSS BAR RANCH WELLFIELD
WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RM
A
06/12/25
1. ALL ELEVATIONS SHOWN ON THE DRAWINGS AND IN THE SURVEY NOTES ARE REFERENCED TO
NORTH AMERICAN VERTICAL DATUM OF 1988. STATE PLANE COORDINATES ARE REFERENCED TO
NORTH AMERICAN DATUM OF 1983/90 (NAD 28/90).
2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE
PREPARATION OF THESE DRAWINGS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE
CONTRACTOR SHALL OBTAIN THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING
UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION.
3. LAND SURVEY WAS OBTAINED FROM FDOT FPID 25633415201 PLANS DATED MARCH 2021.
4. UTILITIES AND STRUCTURES THAT ARE NOT SHOWN ON THE DRAWINGS TO BE REMOVED AND
REPLACED OR RELOCATED, SHALL BE PROTECTED IN PLACE AND UTILITY SERVICE SHALL BE
MAINTAINED. WHERE TEMPORARY CONFLICTS OCCUR BETWEEN EXISTING UTILITIES AND THE NEW CONSTRUCTION, PROTECT IN PLACE OR RELOCATE THE UTILITIES AND MAINTAIN UTILITY SERVICE ALL TO THE SATISFACTION OF THE UTILITY COMPANY. UTILITIES AND STRUCTURES SHOWN ON
THE DRAWINGS TO BE REMOVED AND REPLACED OR RELOCATED, SHALL CONFORM TO THE
REQUIREMENTS OF THE APPLICABLE TECHNICAL SPECIFICATIONS.
5. PROVIDE ADEQUATE, TEMPORARY THRUST RESTRAINT AT BENDS AND TEES IN EXISTING WATER
MAINS AND OTHER PRESSURIZED CONDUITS IN PROXIMITY TO EXCAVATIONS AS REQUIRED TO
PREVENT DISLODGEMENT, SEPARATION OR LEAKAGE OF THESE FACILITIES.
6. DISCHARGE OF ANY NON-CONTAMINATED WATER FROM SOIL DEWATERING OPERATIONS TO
SURFACE WATERS, IF ANY, SHALL CONFORM TO THE FDEP GENERAL PERMIT REQUIREMENTS.
7. PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. NOTIFY
THE VARIOUS UTILITY COMPANIES BY CALLING THE SUNSHINE ONE CALL CENTER
(1-800-432-4770) OR IF NECESSARY, BY CONTACTING THE UTILITY COMPANIES INDIVIDUALLY.
8. CONFIRM UTILITY TO UTILITY CLEARANCES, HORIZONTAL AND VERTICAL, AND PIPE JOINT LOCATIONS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 62-555.314 AND 62-604.400.
9. THE HORIZONTAL ALIGNMENT OF THE REPLACEMENT WATER MAIN SHALL BE AS DIMENSIONED TO
THE SURVEY BASELINE ON THE DRAWINGS. THE CONTRACTOR SHALL OBTAIN A COPY OF THE
SURVEY AND LOCATE THE SURVEY BASELINE IN THE FIELD PRIOR TO CONSTRUCTION.
10. PIPE LAYING, LEAKAGE TESTING AND AS-BUILT DRAWINGS SHALL CONFORM TO ALL INFORMATION
INDICATED ON THE PLANS AND DETAILS OR PROJECT TECHNICAL SPECIFICATIONS.
11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL TREES WITHIN THE VICINITY OF
THE PROPOSED CONSTRUCTION IN ACCORDANCE WITH PASCO COUNTY PROTECTION
STANDARDS UNLESS OTHERWISE INDICATED FOR REMOVAL. PRUNING OF BRANCHES IS NOT
AUTHORIZED WITHOUT PRIOR APPROVAL FROM THE COUNTY, AND SHALL BE COMPLETED BY A
CERTIFIED ARBORIST.
12. CONTRACTOR TO COORDINATE WITH UTILITY POLE OWNERS TO PROVIDE SUPPORT DURING
CONSTRUCTION. UTILITY POLE OWNERS REPRESENTATIVE TO APPROVE SUPPORT METHOD PRIOR
TO BEGINNING EXCAVATION AROUND UTILITY POLES. ONCE WORK IN THE AREA HAS BEEN
COMPLETED, UTILITY REPRESENTATIVE SHALL INSPECT AND APPROVE FINAL GRADING PRIOR TO
SUPPORT BEING REMOVED.
13. REFER TO GENERAL REQUIREMENTS SECTION OF TECHNICAL SPECIFICATIONS FOR PERMIT
AGENCY COMMENTS.
14. ALL EXCAVATION AND BACKFILLING SHALL BE IN STRICT CONFORMANCE WITH TAMPA BAY WATER
AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
15. WHERE CONSTRUCTION ACTIVITIES OCCUR WITHIN THE DRIP LINES OF EXISTING TREES, TREES
ARE TO BE PROTECTED PER PASCO COUNTY NATURAL RESOURCES DIVISION REQUIREMENTS.
ANY ROOT OR CANOPY TRIMMING TO FACILITATE CONSTRUCTION OF PROPOSED FACILITIES IS
TO BE PERFORMED AT THE DIRECTION OF A CERTIFIED ARBORIST.
16. ANY AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED TO THE ORIGINAL GRADE AND
SEEDED AND MULCHED.
17. ADD TEMPORARY 1" THICK STEEL PLATES TO ACT AS SHOCK PADS OVER EXISTING 60" PIPE WITHIN
PROJECT LIMITS TO PROTECT DURING CONSTRUCTION.
18. CONTACT INFORMATION:
TAMPA BAY WATER
NAME: DANIELLE KEIRSEY, PROJECT MANAGER
PHONE: (727) 791-2377
19. TAMPA BAY WATER WILL CONTINUE TO MAINTAIN OWNERSHIP OF THE GROUTED,
OUT-OF-SERVICE 60” WATER TRANSMISSION MAIN UNTIL ROADWAY PROJECT 256334-3-52-01 IS
LET, WHERE IT WILL BE REMOVED DURING ROADWAY CONSTRUCTION, BY THE UAO.
GCS-PLTS-NOTE-SHEET.DWG G-2GENERAL NOTES AND INDEX
1. CONTACT FDOT JAMES MEYER 48 HOURS BEFORE WORKING IN FDOT R/W 352-848-2600 TO
ACTIVATE PERMIT.
2. SIDEWALKS SHOULD NOT BE CLOSED FOR MORE THAN 2 WEEKS FOR THE DURATION OF THE
PERMIT. THE CONTRACTOR WILL NEED TO PROVIDE ACCOMMODATION FOR PEDESTRIANS.
3. RESTORE FDOT R/W WITH SOD ONLY.
4. CONTACT SCOTT BROWN PASCO COUNTY FOR LOCATES OF LIGHTING FIBER AND SIGNAL
CONDUITS: PASCO COUNTY 727-849-6845
5. FOR MICROTUNNELS UNDER FDOT ROADWAYS THERE MUST BE A CONTINGENCY PLAN AND
DEWATERING PLAN. CONTINGENCY SHOULD HAVE AN EMERGENCY ON CALL MOT/TTC
CONTRACTOR AND AN EMERGENCY ASPHALT CONTRACTOR TO RESTORE THE ROADWAY IF
SOMETHING SHOULD HAPPEN TO THE MICROTUNNEL.
6. FDOT RECOMMENDS GPR BE PERFORMED ALONG PATH OF MICROTUNNEL MINIMUM OF 10' ON
EITHER SIDE OF THE CASING PIPE PRIOR TO PRE-DRILL MEETING WITH FDOT INSPECTOR WHICH IS
REQUIRED.
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
JH
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HORIZ. SCALE: 1"=20'
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WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RMA
06/12/25
°00
'00
°36
'45
90°00'00"
93°23'15"
87.30' 88.46'
229.41' 230.01' 89.11' 89.25'
10.03' 222.34' 233.30'
TAN
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P.I. STA. 224+03.81
S.M.N.D.
& M.O.C. STA. 224+03.41
S.M.N.D.
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NORTH
S.M.N.D.
S.M.N.D.
S.R . 52
SU
R
VEY LIN
E
B.O.S. = BEGINNING OF SURVEY
BWF = BARBED WIRE FENCE
E.O.S. = END OF SURVEY
EXIST. = EXISTING
F.C.I.R. = FOUND CAPPED IRON ROD
FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION
F.I.P. = FOUND IRON PIPE
F.I.R. = FOUND IRON ROD
FND. N&D = FOUND NAIL AND DISK
F.M.N.D. = FOUND MAG NAIL & DISK
F.P.K.N.D. = FOUND PARKER-KALON NAIL & DISK
F.R.R.S. = FOUND RAIL ROAD SPIKE
ID. = IDENTIFICATION
LB = LICENSED BUSINESS
LF = LINEAR FOOT (FEET)
MES = MITERED END SECTION
M.O.C. = MIDDLE OF CURVE
PAVT. = PAVEMENT
P.C. = POINT OF CURVATURE
P.I. = POINT OF INTERSECTION
P.O.T. = POINT ON TANGENT
PT. = POINT
P.T. = POINT OF TANGENCY
RCP = REINFORCED CONCRETE PIPE
REF. = REFERENCE
RPS = REVOLUTION PROFESSIONAL SERVICES
S.C.I.R. = SET CAPPED IRON ROD 1/2" (RPS LB 7889)
S.C.I.R. W.P. = SET CAPPED IRON ROD 1/2" (RPSWITNES LB 7889)
SHLDR = SHOULDER
SMF = STORMATER MANAGEMENT FACILITY
S.M.N.D. = SET MAG NAIL & DISK (RPS LB 7889)
S.R. = STATE ROAD
STA. = STATION
TH = TEST HOLE
NTS = NOT TO SCALE
WATER MAIN
WATER MAIN & CASING PIPE
RECLAIMED WATER MAIN
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
BURIED TELEPHONE
BURIED FIBER OPTIC
STORM MAIN
FENCE
FDOT RIGHT OF WAY
PIPE/FENCE TO BE REMOVED
LIMITS OF DISTURBANCE
R/W
TEST HOLE
WATER CONTROL VALVE
UTILITY POLE
STORM MANHOLE
STORM STRUCTURE AND MES
CONCRETE SLAB AND POST
SOIL BORING
BUTTERFLY VALVE
CAP
TREE
TREE REMOVAL
SD
WATER
LEGEND ABBREVIATIONS SURVEY CONTROL
GCS-PLTS-LEGEND.DWG
G-3LEGEND, ABBREVIATIONS AND SURVEY CONTROL
TBM 80003
EL.=78.30'
N=1449912.20 E=513220.22 X 660
4'
SW
F W
1) B
W
R/ W
P
OST
GA
TE CA
TT
LE
GA
P
GA
TE
GATE
SH
EL
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AS
PH
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WOOD
SIGN DUMPSTER W/
6' WOOD FENCE
4' BWF
SD
PREVIOUS
FDOT R/W
W
AT
ER
W
AT
ERVCW
VCW
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/
WEXIST. FDOT R/W
EXIST. FDOT R/W
PROP. FDOT R/W
TAMPA BAY WATER
50' PERMANENT
EASEMENT
O.R. 1497, PG. 751
(POSITION BASED ON
COORDINATE DATA FROM
SKETCH PREPARED
BY TAMPA BAY WATER)
TAMPA BAY WATER
50' PERMANENT EASEMENT
O.R. 1497, PG. 751
(POSITION BASED ON
COORDINATE DATA FROM
SKETCH PREPARED
BY TAMPA BAY WATER)
Drawn By:
Date:
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
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. N A
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WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RMA
06/12/25
G-4STATE ROAD 52
STA 10+00 TO STA 15+50
EXISTING CONDITIONS
CUP-PLTS-Exist-Survey.DWG
N=1449912.20 E=513220.22 X 660
℄ DRIVEWAY
751+05.21, 67.00' RT.
4'
SW
F W
1)
BW
R/ W
P
OST
GA
TE CA
TT
LE
GA
P
GA
TE
GATE
SH
EL
L
AS
PH
AL
T GATE
WOOD
SIGN DUMPSTER W/
6' WOOD FENCE
4' BWF
SD
EB
SR
(S
CH
RAD
ER
H
WY.)
WB
SR
(S
CH
RA
DER
H
WY.)
PREVIOUS
FDOT R/W
10' SHLDR.
8' SHLDR. PAVT.
PRIVATE
DRIVE
749+83.11, 132.00' LT.
MATCH EXIST.
751+67.43, 128.00' RT.
MATCH EXIST.
6" CONC. DRWY.
PER FDOT INDEX 330-001
W
AT
ER
W
AT
ERVCW
VCW
S-2035AA
.7077
.20
SM
F-
3-
4B
.10
.80
.10
SM
F-
3-
5A
.00
.907
9.4
S-267
S-265
S-268
S-270
S-269
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
50' TAMPA BAY
WATER EASEMENT
50' TAMPA BAY
WATER EASEMENT
42" PIPE
(BY FDOT
CONTRACTOR)
EXIST. FDOT R/W
EXIST. FDOT R/W
℄ MEDIAN OPENING
STA.751+34.89
5 LF OF 24" PIPE
(BY FDOT CONTRACTOR)
370 LF OF 42" PIPE
(BY FDOT CONTRACTOR)
305 LF OF 19" X 30" PIPE
(BY FDOT CONTRACTOR)
10' SHLDR.
8' SHLDR. PAVT.
8' SHLDR.
8' SHLDR.
4' SHLDR. PAVT.
177 LF OF 14" X 23" PIPE
(BY FDOT CONTRACTOR)
10' SHLDR.
8' SHLDR. PAVT.
10' SHLDR.
5' SHLDR. PAVT.
12' SHARED
USE PATH
SUMP
12' SHARED
USE PATH
TYPE E
C & G
VAR. WIDTH
CONC. TRAF. SEP.
(TYPE I, OPTION II)
751+46.07, 128.00' RT.
MATCH EXIST.
749+95.67, 132.00' LT.
MATCH EXIST.
GRADED DRWY. PER
FDOT INDEX
330-001
TYPE E
C & G
℄ DRIVEWAY
750+14.06, 67.00' LT.
CONCRETE SLAB W/
POST AND WIRES
METAL POST
63 LF OF 18" PIPE
(BY FDOT CONTRACTOR)
EXISTING 60" TAMPA
BAY WATER PIPELINE
PROP. FDOT R/W
EX. 36" OUTLET
TAMPA BAY WATER
50' PERMANENT
EASEMENT
O.R. 1497, PG. 751
(POSITION BASED ON
COORDINATE DATA FROM
SKETCH PREPARED
BY TAMPA BAY WATER)
TAMPA BAY WATER
50' PERMANENT EASEMENT
O.R. 1497, PG. 751
(POSITION BASED ON
COORDINATE DATA FROM
SKETCH PREPARED
BY TAMPA BAY WATER)
Drawn By:
Date:
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
JH
JW
TYW
NITA SHARMA
HORIZ. SCALE: 1"=20'
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A
M . N
A
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, P
WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RM
A
06/12/25
C-1STATE ROAD 52
STA 10+00 TO STA 15+50
TREE REMOVAL AND LIMITS OF DISTURBANCE
CUP-PLTS-LOD.DWG
N=1449912.20 E=513220.22 X 660
℄ DRIVEWAY
751+05.21, 67.00' RT.
4'
SW
F W
1)
BW
R/ W
P
OST
GA
TE CA
TT
LE
GA
P
GA
TE
GATE
SH
EL
L
AS
PH
AL
T GATE
WOOD
SIGN DUMPSTER W/
6' WOOD FENCE
4' BWF
SD
EB
SR
(S
CH
RAD
ER
H
WY.)
WB
SR
(S
CH
RA
DER
H
WY.)
PREVIOUS
FDOT R/W
10' SHLDR.
8' SHLDR. PAVT.
PRIVATE
DRIVE
749+83.11, 132.00' LT.
MATCH EXIST.
751+67.43, 128.00' RT.
MATCH EXIST.
6" CONC. DRWY.
PER FDOT INDEX 330-001
W
AT
ER
W
AT
ERVCW
VCW
S-2035AA
.7077
.20
SM
F-
3-
4B
.10
.80
.10
SM
F-
3-
5A
.00
.907
9.4
S-267
S-265
S-268
S-270
S-269
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
50' TAMPA BAY
WATER EASEMENT
50' TAMPA BAY
WATER EASEMENT
42" PIPE
(BY FDOT
CONTRACTOR)
EXIST. FDOT R/W
EXIST. FDOT R/W
℄ MEDIAN OPENING
STA.751+34.89
5 LF OF 24" PIPE
(BY FDOT CONTRACTOR)
370 LF OF 42" PIPE
(BY FDOT CONTRACTOR)
305 LF OF 19" X 30" PIPE
(BY FDOT CONTRACTOR)
10' SHLDR.
8' SHLDR. PAVT.
8' SHLDR.
8' SHLDR.
4' SHLDR. PAVT.
177 LF OF 14" X 23" PIPE
(BY FDOT CONTRACTOR)
10' SHLDR.
8' SHLDR. PAVT.
10' SHLDR.
5' SHLDR. PAVT.
12' SHARED
USE PATH
SUMP
12' SHARED
USE PATH
TYPE E
C & G
VAR. WIDTH
CONC. TRAF. SEP.
(TYPE I, OPTION II)
751+46.07, 128.00' RT.
MATCH EXIST.
749+95.67, 132.00' LT.
MATCH EXIST.
GRADED DRWY. PER
FDOT INDEX
330-001
TYPE E
C & G
℄ DRIVEWAY
750+14.06, 67.00' LT.
CONCRETE SLAB W/
POST AND WIRES
METAL POST
63 LF OF 18" PIPE
(BY FDOT CONTRACTOR)
EXISTING 60" TAMPA
BAY WATER PIPELINE
PROP. FDOT R/W
EX. 36" OUTLET
TAMPA BAY WATER
50' PERMANENT
EASEMENT
O.R. 1497, PG. 751
(POSITION BASED ON
COORDINATE DATA FROM
SKETCH PREPARED
BY TAMPA BAY WATER)
TAMPA BAY WATER
50' PERMANENT EASEMENT
O.R. 1497, PG. 751
(POSITION BASED ON
COORDINATE DATA FROM
SKETCH PREPARED
BY TAMPA BAY WATER)
C-2STATE ROAD 52
PLAN
STA 10+00 TO STA 15+50
Drawn By:
Date:
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
JH
JW
TYW
NITA SHARMA
HORIZ. SCALE: 1"=20'
C
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, P
WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RM
A
06/12/25
CUP-PLTS-PLAN.DWG
STATE ROAD 52
PROFILE
STA 10+00 TO STA 15+50
C-3
HORIZ. SCALE: 1"=20'
VERT. SCALE: 1"=4'
Drawn By:
Date:
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
JH
JW
TYW
NITA SHARMA
HORIZ. SCALE: 1"=20'
C
P W
W
O R
K \W
A D
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JH
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7\ C
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C -3
P R
O
FI
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P
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E D
/1
/2
1:
A
M B
Y H
O R
T O
N , J
A Y
N A
P R
O
JE
C T
M A
N A
G E
R
N
IT
A M
. N A
IK
, P
WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RM
A
06/12/25
CUP-PLTS-PLAN.DWG
TEST STATION SCHEDULE
NO. PIPELINE/STREET NAME STATION TEST STATION TYPE NUMBER OF ANODES TYPE OF ANODES NOTES REFERENCE DETAILS
1 60" STEEL TRANSMISSION MAIN 10+27 IJTS N/A N/A BEGINNING OF PIPELINE, CONNECTING TO
EXISTING 60" PCCP PIPE 1/CP.02, 2/CP.02
2 60" STEEL TRANSMISSION MAIN 10+60 ATS 12 HIGH-POTENTIAL MAGNESIUM (60 LB) 3/CP.02, 4CP.02
3 60" STEEL TRANSMISSION MAIN 11+77 CTS
N/A N/A 60" PROJECT TRANSMISSION MAIN AND
BEGINNING OF 195' CASING 1/CP.03, 2/CP.03
4 60" STEEL TRANSMISSION MAIN 13+71 CTS
N/A N/A 60" PROJECT TRANSMISSION MAIN AND END
OF 195' CASING 1/CP.03, 2/CP.03
5 60" STEEL TRANSMISSION MAIN 14+80 ATS 12 HIGH-POTENTIAL MAGNESIUM (60 LB) 3/CP.02, 4CP.02
6 60" STEEL TRANSMISSION MAIN 14+94 IJTS
N/A N/A END OF PIPELINE, CONNECTING TO EXISTING
60" PCCP PIPE 1/CP.02, 2/CP.02
V&A Consulting Engineers, Inc.
8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096
2/28/2027
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
File Name:
Scale:
DESCRIPTIONREV
A
B C D E F G H
Date:
12/2024
SEAL
12/2024
X/X/XX
AV
AV
XXX
GLENN WILLSON
NTS
23-0096 CP DETAILS.DWG
BY
V&A Consulting Engineers, Inc.
8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096
Sheet Designation:
TBW Project No.:
Sheet No.:
OF 14
07153
CATHODIC PROTECTION DETAILS
FINAL SUBMITTAL
6/2025
CP-2
2/28/2027
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
File Name:
Scale:
DESCRIPTIONREV
A
B C D E F G H
Date:
12/2024
SEAL
12/2024
X/X/XX
AV
AV
XXX
GLENN WILLSON
NTS
23-0096 CP DETAILS.DWG
BY
V&A Consulting Engineers, Inc.
8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096
Sheet Designation:
TBW Project No.:
Sheet No.:
OF 14
07153
CATHODIC PROTECTION DETAILS
FINAL SUBMITTAL
6/2025
CP-3
102/28/2027
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
File Name:
Scale:
DESCRIPTIONREV
A
B C D E F G H
Date:
12/2024
SEAL
12/2024
X/X/XX
AV
AV
XXX
GLENN WILLSON
NTS
23-0096 CP DETAILS.DWG
BY
V&A Consulting Engineers, Inc.
8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096
Sheet Designation:
TBW Project No.:
Sheet No.:
OF 14
07153
CATHODIC PROTECTION DETAILS
FINAL SUBMITTAL
6/2025
CP-4
112/28/2027
TYPE I
AIR VALVE ASSEMBLY DETAIL
NO SCALE
DUPLEX BODY
COMBINATION AIR VALVE DETAIL
NO SCALE
WATER MAINS
PLAN
BLOW-OFF ASSEMBLY DETAILS
NO SCALE
BUTTERFLY VALVE DETAIL
NO SCALE
I.D. PLATE DETAILS
NO SCALE
SECTIONPLAN
VALVE PAD OR TEST STATION PAD DETAILS
NO SCALE
TRENCH DETAIL
BACKFILL & COMPACTION
NO SCALE
END VIEW
TUNNEL LINER INSTALLATION WITH CASING INSULATORS
NO SCALE
TUNNEL/CASING
LINER SCHEDULE
60" WM 54" WM 42" WM
STEEL
TYPICAL TRENCH SECTION A
NO SCALE
Drawn By:
Date:
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
JH
JW
TYW
NITA SHARMA
HORIZ. SCALE: 1"=20'
C
P W
W
O R
K \W
A D
E -T
R
IM
JH
O R
T O
N \D
7\
G D
T -P
LT
S-
D E
T A
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P
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:0
P
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P R
O
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C T
M A
N A
G E
R
N
IT
A M
. N A
IK
, P
WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RMA
06/12/25
GDT-PLTS-DETAIL-SHEET.DWG
TAMPA BAY WATER STANDARD DETAILS D-1
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
JH
JW
TYW
NITA SHARMA
HORIZ. SCALE: 1"=20'
C
P W
W
O R
K \W
A D
E -T
R
IM
JH
O R
T O
N \D
7\
G D
T -P
LT
S-
D E
T A
IL
-S
H E
E T
.D W
G
D -2
P
LO
T
T E
D
/1
/2
:0
P
M B
Y H
O R
T O
N , J
A Y
N A
P R
O
JE
C T
M A
N A
G E
R
N
IT
A M
. N A
IK
, P
WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RMA
06/12/25
NOTE:
1. THIS PROFILE IS INTENDED FOR SHOWING THE APPROXIMATE LOCATIONS OF EXISTING
APPURTENANCES AS RELATED TO REMOVAL OF WATER FROM WITHIN THE PIPE DURING
CONSTRUCTION. THE ELEVATIONS OF THE 60" WATER TRANSMISSION MAIN FOR TAMPA BAY
WATER WAS BASED ON THE FOLLOWING RECORD DRAWINGS: PROJECT NO. 404-78-0153
PREPARED BY CDM (5-19-81).
GDT-PLTS-DETAIL-SHEET.DWG
CONDENSED PROFILE D-2
HORIZ. SCALE: 1"=1,000' VERT. SCALE: 1"=5'
2. CONTRACTOR TO SUBMIT PIPELINE CONTENTS DEWATERING PLAN FOR APPROVAL
BY THE ENGINEER. SHOW ACCESS POINTS AS WELL AS ALL APPURTENANCES
TO BE OPERATED.
Checked By:
Design By:
Date:
Date:
APPROVED BY:
2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763
727.796.2355
WWW.TAMPABAYWATER.ORG
DATE
Sheet No.:
TBW Project No.:
File Name:
Scale:
Sheet Designation:
OF
DESCRIPTIONREV
A
B C D E F G H
Date:
PROJECT NO. 07153
TAMPA BAY WATER
06/12/25
SEAL
201 North Franklin Street, Suite 1350
813.882.4373
Certificate of Authorization No.: 3952
Tampa, FL 33602 www.wadetrim.com
06/12/25
06/12/25
JH
JW
TYW
NITA SHARMA
HORIZ. SCALE: 1"=20'
C
P W
W
O R
K \W
A D
E -T
R
IM
JH
O R
T O
N \D
7\
G D
T -P
LT
S-
D E
T A
IL
-S
H E
E T
.D W
G
D -3
P
LO
T
T E
D
/1
/2
:0
P
M B
Y H
O R
T O
N , J
A Y
N A
P R
O
JE
C T
M A
N A
G E
R
N
IT
A M
. N A
IK
, P
WATER TRANSMISSION MAIN
07153
VERT. SCALE: 1"=4'
STATE OF
LICENSE
P R
O
FESSIONA L ENGIN
EE
R
FLO R IDA
No. 79670
NI
TA NA IK SHA RMA
06/12/25
NOTE:
1. THIS PROFILE IS INTENDED FOR SHOWING THE APPROXIMATE LOCATIONS OF EXISTING
APPURTENANCES AS RELATED TO REMOVAL OF WATER FROM WITHIN THE PIPE DURING
CONSTRUCTION. THE ELEVATIONS OF THE 60" WATER TRANSMISSION MAIN FOR TAMPA BAY
WATER WAS BASED ON THE FOLLOWING RECORD DRAWINGS: PROJECT NO. 404-78-0153
PREPARED BY CDM (5-19-81).
GDT-PLTS-DETAIL-SHEET.DWG
CONDENSED PROFILE D-3
HORIZ. SCALE: 1"=1,000' VERT. SCALE: 1"=5'
2. CONTRACTOR TO SUBMIT PIPELINE CONTENTS DEWATERING PLAN FOR APPROVAL
BY THE ENGINEER. SHOW ACCESS POINTS AS WELL AS ALL APPURTENANCES
TO BE OPERATED.
File details come from the government source that posted it. Updated .