12-2.0 - Beckett Bridge BID Doc Drawings (E-Sign) 2026.05.15.pdf
PDF 16 MB Posted
- Solicitation number
- 260141-B-JL
- Issued by
- Pinellas County, Florida
About this file
This document comprises the bid drawings and technical specifications for the Beckett Bridge Watermain and Force Main Relocation Project prepared by Ardurra (formerly King Engineering Associates, Inc.) for the City of Tarpon Springs, Florida Engineering Services & Utilities Department. The project involves the installation of approximately 1,020 linear feet of 8-inch water main and 1,100 linear feet of 12-inch force main using horizontal directional drilling (HDD) beneath the Tarpon Bayou in the vicinity of Beckett Bridge. The work includes open-cut installation of 6-inch C-900 PVC water main and 12-inch C-900 PVC force main in adjacent areas, installation of air release/vacuum valves at high points, connection of existing active potable and wastewater force mains through tapping sleeves and valves, and abandonment of existing pipelines through flushing and capping. The contract drawings detail site plans, profiles, and miscellaneous construction details across multiple sheets, including erosion and sedimentation control measures, tree protection requirements, and utility conflict resolution procedures. The project baseline is located at Station 133+00 and extends through Station 143+50, with work areas located on Spring Boulevard, Riverside Drive, and Venetian Court within the City's right-of-way and sovereign submerged lands easements.
The bid documents include provisions for three alternative pipe material options for the HDD installations, with the water main potentially specified as either 8-inch C-900 Fusible PVC DR-14, 8-inch C-900 PVC DR-14 Certa-Lok, or 12-inch HDPE DR-9, and the force main as either 12-inch C-900 Fusible PVC DR-14, 12-inch C-900 PVC DR-14 Certa-Lok, or 16-inch HDPE DR-9, allowing flexibility based on owner preference. All ductile iron pipe fittings require restraint using Megalugs by EBAA Iron, and below-grade materials must be polywrapped. The project encompasses stormwater pollution prevention planning, inlet protection, sediment control, and coordination with future 18-inch storm main installation. Field verification of water service locations, air release valve positions, and fire hydrant assembly locations is required prior to installation. The estimated construction cost is between $2,000,000 and $4,000,000, with the project located in Tarpon Springs, Pinellas County, Florida.
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PI
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FOR:
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
P.O. BOX 5004
TARPON SPRINGS, FLORIDA 34688-5004
BECKETT BRIDGE WATERMAIN AND FORCE MAIN
RELOCATION PROJECT
CITY OF TARPON SPRINGS
NO. DATE REVISION BY
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City of Tarpon Springs, Florida
CITY OF TARPON SPRINGS
ENGINEERING SERVICES & UTILITIES
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
www.callsunshine.com
19A
CITY OF TARPON SPRINGS VICINITY MAP
SCALE: NTS
BID DOCUMENTS
05/06/2026
LOC P. TRUONG, P.E.
FL P.E. No. 65709
BID DOCUMENTS
LOCATION MAP
SCALE: NTS
PROJECT
VICINITY
PROJECT
CORRIDOR
4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
19A
Sheet List Table
SHEET
NUMBER SHEET TITLE
GENERAL
G0.00 COVER
G1.01 ABBREVIATION, LEGEND AND SUE TABLE
G1.02 GENERAL NOTES
G1.03 STORMWATER POLLUTION PREVENTION PLAN
CIVIL
C1.00 OVERALL SITE PLAN AND KEY SHEET
C1.01 BECKETT BRIDGE SITE PLAN AND PROFILE
C1.02 ENLARGED SITE PLAN
C1.03 ENLARGED SITE PLAN
DETAILS
C3.01 MISCELLANEOUS DETAILS (1)
C3.02 MISCELLANEOUS DETAILS (2)
C3.03 MISCELLANEOUS DETAILS (3)
C3.04 MISCELLANEOUS DETAILS (4)
This item has been digitally signed and sealed by Loc P. Truong, P.E. 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.
M12
M11
LEGENDABBREVIATIONS
APP APPARENT
APPROX APPROXIMATE
ASPH ASPHALT
ASSY ASSEMBLY
AVE AVENUE
B OR BL BASELINE
BAV BALL VALVE
BE BURIED ELECTRIC
BF BLIND FLANGE
BFD BACK FLOW PREVENTOR DEVICE
BFV BUTTERFLY VALVE
BIT BITUMINOUS
BLDG BUILIDING
BLK BLOCK
BLVD BOULEVARD
BM BENCH MARK
BT BURIED TELEPHONE
(A) CALCULATED
CAT CATALOG
CB CATCH BASIN
CF CUBIC FEET
CHKD CHECKERED
CI CAST IRON
CL2 CHLORINE
CL OR C L CENTER LINE
CLKG CAULKING
CLR CLEAR OR CLEARANCE
CM CONCRETE MONUMENT
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CORP CORPORATION
CORR CORRUGATED
CPLG COUPLING
CV CHECK VALVE
CY CUBIC YARDS
DBL DOUBLE
DEPT DEPARTMENT
DET DETAIL
DI DUCTILE IRON
DIA DIAMETER
DIM DIMENSION
DIP DUCTILE IRON PIPE
DWG DRAWING
E EAST OR EASTING
EA EACH
ECC ECCENTRIC
ED EQUIPMENT DRAIN
ELEC ELECTRIC OR ELECTRICAL
EL OR ELEV ELEVATION
EOP EDGE OF PAVEMENT
EQUIP EQUIPMENT
EX OR EXIST EXISTING
EXP EXPANSION
FD FLOOR DRAIN
FDOT FLORIDA DEPT. OF TRANSPORTATION
FHA FIRE HYDRANT ASSEMBLY
FIN FINISH
FIR FOUND IRON ROD
FIRC FOUND IRON ROD WITH CAP
FLEX FLEXIBLE
FLG FLANGE
FLR FLOOR
FM FORCE MAIN
FND, FN&D FOUND NAIL & DISK
FOC FIBER ELECTRIC CABL
FPVC FUSIBLE PVC
FRP FIBERGLASS REINFORCED PIPE
FT FEET
FTG FITTING OR FOOTING
GA GAUGE OR GAGE
GAL GALLON
GALV GALVANIZED
GDP GALLONS PER DAY
GE GRATE ELEVATION
GPM GALLONS PER MINUTE
GRD GRADE
GRT'G GRATING
GS GROUND SHOT
GSP GALVANIZED STEEL PIPE
GV GATE VALVE
HDD HORIZONTAL DIRECTIONAL DRILLING
HDPE HIGH DENSITY POLYETHYLENE
HDWL HEADWALL
HORIZ HORIZONTAL
HP HIGH POINT OR HORSEPOWER
HWL HIGH WATER LEVEL
HWY HIGHWAY
ID INSIDE DIAMETER
IN INCH
INV OR IE INVERT (ELEVATION)
IR IRON ROD
IV IRRIGATION VALVE
JT JOINT
KBF KNOLOGY BURIED FOC
LB# LICENSED BUSINESS NUMBER
MH MANHOLE
MFR MANUFACTURER
MAX MAXIMUM
MECH MECHANICAL
MJ MECHANICAL JOINT
MIN MINIMUM
MOD MODIFIED
MT MOUNT
N NORTH OR NORTHING
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NO OR # NUMBER
O/S OFFSET
OD OUTSIDE DIAMETER
O R BOOK OFFICIAL RECORD BOOK
PVMT PAVEMENT
PE PLAIN END
PL PLATE OR PLACE OR PROPERTY LINE
PLV PLUG VALVE
PNT OR PT POINT
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PSM PROFESSIONAL SURVEYOR & MAPPER
PVI POINT OF VERTICAL INTERSECTION
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
LB. OR # POUND
PSI POUNDS PER SQUARE INCH
PP POWER POLE
PROP PROPOSED
PS PUMP STATION
PO PUSH-ON
R RADIUS
RWM RAW WATER MAIN
RCW RECLAIMED WATER
RP RADIUS POINT OR ROOT PRUNNING
RED REDUCER
REINF REINFORCE(ING)
RCP REINFORCED CONCRETE PIPE
REQD REQUIRED
RT RIGHT
R/W RIGHT-OF-WAY
SAN OR SSWR SANITARY SEWER
SCH SCHEDULE
SHT SHEET
SIR SET IRON ROD
SIRC SET IRON ROD AND CAP
SMH SANITARY MAN HOLE
S/W SIDEWALK
SPECS SPECIFICATIONS
SS STAINLESS STEEL
STD STANDARD
STA STATION
STM STORM
SQ SQUARE
TEL TELEPHONE
TEMP TEMPORARY
THD THREADED
THK THICK
TOC TOP OF CONCRETE
TRV SURVEY TRAVERSE POINT
TS TRAFFIC SIGN
TS&V TAPPING SLEEVE AND VALVE
TYP TYPICAL
UG UNDER GROUND
WM WATER MAIN
B-1
SUE DATA TABLE
SITE DESCRIPTION COVER ELEVATION GROUND LEVEL DEPTH NORTHING EASTING
I 12" WHITE PVC FORCE MAIN -2.28 22.5" 1388063.029 409103.122
J 6" BLUE PVC WATER MAIN -1.60 30.5" 1388036.303 409097.665
K 12" WHITE PVC FORCE MAIN -2.03 27.5" 1388258.783 410126.564
3/ 2/
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G1.01
BID DOCUMENTS
03/06/2026
4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
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CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
JOB NO: 0517-00102-2019-0255
GENERAL NOTES TREE PROTECTION NOTES
ROOT PRUNING NOTES
CITY OF TARPON SPRINGS RIGHT OF WAY CONSTRUCTION NOTES
CITY OF TARPON SPRINGS RIGHT OF WAY CONSTRUCTION NOTES
CONTINUED
EROSION AND SEDIMENTATION CONTROL NOTES
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BID DOCUMENTS
03/06/2026
4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
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CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
G1.02
SPILL PREVENTION
CONTROLS
TIMING OF CONTROL MEASURES
MAINTENANCE INSPECTION PROCEDURES
INVENTORY FOR POLLUTION PREVENTION PLAN
NOTICE OF INTENT AND NOTICE OF TERMINATION
CONTRACTOR'S CERTIFICATION
SITE DESCRIPTION OTHER CONTROLS SPILL CONTROL PRACTICES
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BID DOCUMENTS
03/06/2026
4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
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CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
G1.03
N SPRING BLVD
RIVERSIDE DR
INNESS DR
PARK AVE
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200100
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BID DOCUMENTS
03/06/2026
O V
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4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
C1.00
FM
FM
FM
FM FM
FM
FM
FM
FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
WM WM WM WM WM WM WM
WM
WM
WM
WM
WM
WM
WM
FM
W M
W M
WM WM WM WM WM WM WM
12" FM BY HDD
8" WM BY HDD
EX. 12" FM
EX. 12" FM
EX. 12" FM
AP
P.
R O
W
AP
P.
R
OW
AP
P.
R
OW
AP
P.
R O
W
AP
P.
RO
W
AP
P.
RO
W
EX. 6" WM
EX. 6" WM
EX. 6" WM
EX
. 6
W
M
EX
. 6
" W M
EX. 12" FM
EX
. 6
" W M
APP. ROW
APP. ROW
APP. ROW
APP. ROW
LIMITS OF SOVEREIGN SUBMERGED
LANDS EASEMENT
LIMITS OF SOVEREIGN SUBMERGED LANDS EASEMENT
EX. 6" WM TO BE FLUSHED
AND CAPPED AND
ABANDONED IN PLACE
EX. 12" FM TO BE FLUSHED AND CAPPED
AND ABANDONED IN PLACE
EOS
EOS
EP
EX. 8" SAN
APP. ROW
EX
. 1
2" F
M
EX. 6" WM
EX. 6" WMAPP. ROW
APP. ROW
APP. ROW
MINIMUM 500'
RADIUS MINIMUM
500' RADIUS
EX. SANITARY TO BE REMOVED
BY OTHERS
APP. PROPERTY LINE
APP. PROPERTY LINE
SEE ENLARGED
PLAN SHEET C1.02
SEE ENLARGED PLAN
SHEET C1.03
INSTALL 2" WATER SERVICE
CONNECTION
LOCATION TO BE FIELD
COORDINATED W/ OWNER
EX. FHA TO BE
REMOVED
INSTALL 418 LF 2" POLY
WATER SERVICE LINE
SEE ENLARGED PLAN
SHEET C1.03
EX. 6" WM
EX. 6" WM
EX. 12" FM
EX. 6" WM
(TO BE ABANDONED)
CONSTRUCTION BASELINE
VE
N
ET
IA
N C
T.
8" P
VC
S
AN
LIMITS OF
EASEMENT
EX. 6" WM
TO BE FLUSHED AND CAPPED
AND ABANDONED IN PLACE
EX. 12" FM
TO BE FLUSHED AND CAPPED
AND ABANDONED IN PLACE
STA. 133+00
N=1388049.26 E=409097.14
PC
N=1388012.63
E=409509.26
PT
N=1388011.86 E=409524.59
PI
N=1388006.03
E=410015.83
PC
N=1388005.55
E=410056.83
C1
C2
PT
N=1387955.38
E=410173.39
STA. 143+00
N=1388000.59
E=410095.05
LIMITS OF EASEMENT
APPROX. WETLAND
JURISDICTIONAL LINE
APPROX. WETLAND
JURISDICTIONAL LINE
MINIMUM
507' RADIUS
MINIMUM 507'
RADIUS
-63
-60
-55
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-63
-60
-55
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 143+50
BORINGS LEGEND
DARK BROWN ORGANIC SILTY SAND TO ORGANIC CLAY (SM/OH)
WEATHERED LIMESTONE TO CALCAREOUS CLAY
PALE GRAY TO GRAY CLAY WITH WEATHERED
LIMESTONE FRAGMENTS (CL/CH)
GRAY TO BROWN TO DARK BROWN SAND TO SAND WITH SILT
(SP/SP-SM)
GRAY TO BROWN SILTY SAND TO SILTY-CLAYEY SAND,
OCCASIONALLY WITH WEATHERED LIMESTONE FRAGMENTS
(SM/SC-SM)
GRAY CLAYEY SAND, OCCASIONALLY WITH WEATHERED
LIMESTONE FRAGMENTS (SC)
45' MIN.
MHHW= 1.22' MHW= 0.85'
MSL= -0.21'
MLW= -1.33' MLLW= -1.83'
* STATION ID 8726892
13° MAX. 13° MAX.
EX
JD
L
IN
E
EX
JD
L
IN
E
8' MIN.
FM: 12" 11.25°
DI BEND
SEE NOTE 3
SEE SHEET C1.02
FOR
CONTINUATION
INSTALL ARV AT HIGH POINT
ON WM AND FM (TYP. 2)
SEE DETAILS ON SHEET C3.04
MINIMUM RADIUS
1950.00'
MINIMUM RADIUS
1958.00'
FM: 12" 11.25° DI BEND
SEE NOTE 3
SEE SHEET C1.03
FOR CONTINUATION
MINIMUM RADIUS
1950.00'
MINIMUM RADIUS
1958.00'
WM: 8" 11.25° DI BEND
SEE NOTE 2 WM: 8" 11.25° DI BEND
SEE NOTE 2
INSTALL ARV AT HIGH POINT
ON WM AND FM (TYP. 2)
SEE DETAILS ON SHEET C3.04
1020 LF 8" WM BY HDD
SEE NOTE 2
1100 LF 12" FM BY HDD
SEE NOTE 3
NOTE:
1. ALL ELEVATIONS SHOWN ARE IN NAVD 88 DATUM.
2. THE PLAN AND PROFILE OF THE WATER MAIN BY HDD IS
DRAWN HEREIN AS AN 8-INCH PIPE. IT SHALL BE NOTED
THAT THE BID WILL BE BASED ON EITHER 8-INCH C-900
FUSIBLE PVC DR-14, 8-INCH C-900 PVC DR-14
CERTA-LOK, OR 12-INCH HDPE DR-9. IF 12-INCH HDPE
IS SELECTED BY THE OWNER, THE CONTRACTOR SHALL
INSTALL A 12" HDPE TO MJ ADAPTER, A 12" 11.25° BEND,
AND A 12" X 8" DI MJ REDUCER AT BOTH ENDS OF THE
HDD.
3. THE PLAN AND PROFILE OF THE FORCE MAIN BY HDD IS
DRAWN HEREIN AS AN 12-INCH PIPE. IT SHALL BE
NOTED THAT THE BID WILL BE BASED ON EITHER
12-INCH C-900 FUSIBLE PVC DR-14, 12-INCH C-900 PVC
DR-14 CERTA-LOK, OR 16-INCH HDPE DR-9. IF 16-INCH
HDPE IS SELECTED BY THE OWNER, THE CONTRACTOR
SHALL INSTALL A 16" HDPE TO MJ ADAPTER, A 16" 11.25°
BEND, AND A 16" X 12" DI MJ REDUCER AT BOTH ENDS
OF THE HDD.
4. ALL DI MJ FITTINGS SHALL BE RESTRAINED USING
MEGALUGS BY EBAA IRON OR APPROVED EQUAL.
18" STORM (FUTURE)
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BID DOCUMENTS
03/06/2026
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4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
C1.01
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
WM WM WM WM WM WM
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
FM FM FM
FM FM FM
8" WM BY HDD
EX. 6" WM TO BE FLUSHED AND
CAPPED AND ABANDONED IN PLACE
EX. 12" FM TO BE FLUSHED AND
CAPPED AND ABANDONED IN PLACE6" C-900 PVC DR-18
WM BY OPEN CUT
APP. ROW
EX. SAN 8" PVC EX. SAN 8" PVC
APP. ROW
SWLK
EX. 6" WM
EX. 6" WM
6" C-900 PVC DR-18
WM BY OPEN CUT
PROPOSED STORM
STRUCTURE S-5 BY OTHERS
A C1.02
EOP
EOP
EOP
EOP
EOP
EOP
EOP
HDD PIT WITH TURBIDITY
BARRIER ON ALL 4 SIDES SEE
DETAIL G-01 SHEET C3.01
18" STORM (FUTURE)18" STORM (FUTURE)
EX. 6" WM TO
BE ABANDONED
(SS) 1" WATER SERVICE SEE DETAIL
W-24 & W-34 ON SHT. C3.03
12" FM BY HDD
2' M
IN
6' M
IN
BE
TW
EE
N
W M
AN
D
FM
(T
YP
(LS) 1" WATER SERVICE SEE DETAIL
W-24 & W-34 ON SHT. C3.03
(LS) 1" WATER SERVICE SEE DETAIL
W-24 & W-34 ON SHT. C3.03
4" C-900 PVC DR-18
CONNECT TO EX. VALVE
EX. FHA AND
VALVE TOBE
REMOVED
12" C-900 PVC DR-18 FM
BY OPEN CUT
6" C-900 PVC DR-18
WM BY OPEN CUT
FM ARV
STA: 132+43, 19' LT
12" DI TEE
12" MJ RWGV
12" DI CAP
STA: 132+54, 18' LT
WM ARV
STA: 133+05, 19' LT
12" 11.25° DI BEND
SEE NOTE 3
STA: 132+58, 17' LT
CONNECT TO EX. 12" FM
WITH 12" TS & V
12" LINESTOP
12" DI CAP
STA: 132+53, 11' LT
8"x6" DI TEE
6" MJ RWGV
8" MJ RWGV
8" DI CAP
STA: 133+01, 7' LT
6" DI TEE
STA: 133+00, 11' RT
6" DI TEE
6" MJ RWGV
6" DI CAP
STA: 133+00, 16' RT 6" 45° DI BEND
STA: 133+20, 12' RT
6" 45° DI BEND
STA: 133+24, 11' RT
6" 45°DI BEND
STA: 133+63, 11' RT
6" 45° DI BEND
STA: 133+70, 18' RT
6" 45° DI BEND
STA: 133+72, 18' RT
6" 45° DI BEND
STA: 133+75, 18' RT
6" DI CAP TAPPED 2" NPT
W/ BLOWOFF ASSEMBLY
SEE DETAIL W-19, SHT. C3.02
STA: 134+56, 18' RT
6" DI TEE
STA: 134+13, 18' RT
6"x4" DI TEE
STA: 134+33, 18' RT
FHA
STA: 134+13, 19' LT
HDD PIT WITH TURBIDITY
BARRIER ON ALL 4 SIDES
SEE DETAIL G-01 SHEET C3.01
LIMITS OF EASEMENT
EOP
EOP
EOP
PROP. EOP
EX. 6" FM
B C1.02
8" 11.25° DI BEND
SEE NOTE 2
STA: 133+08, 8' LT
CONCRETE DEADMAN
CONCRETE DEADMAN
-7
-5
-7
-5
132+90 133+00 135+00
4' MIN.
WATER MAIN SECTION
NOTE:
1. ALL ELEVATIONS SHOWN ARE IN NAVD 88 DATUM.
2. THE WATER MAIN BY HDD IS DRAWN HEREIN AS AN 8-INCH PIPE. IT SHALL BE NOTED
THAT THE BID WILL BE BASED ON EITHER 8-INCH C-900 FUSIBLE PVC DR-14, 8-INCH
C-900 PVC DR-14 CERTA-LOK, OR 12-INCH HDPE DR-9. IF 12-INCH HDPE IS SELECTED
BY THE OWNER, THE CONTRACTOR SHALL INSTALL A 12" HDPE TO MJ ADAPTER, A 12"
11.25° BEND, AND A 12" X 8" DI MJ REDUCER AT BOTH ENDS OF THE HDD.
3. THE FORCE MAIN BY HDD IS DRAWN HEREIN AS AN 12-INCH PIPE. IT SHALL BE NOTED
THAT THE BID WILL BE BASED ON EITHER 12-INCH C-900 FUSIBLE PVC DR-14, 12-INCH
C-900 PVC DR-14 CERTA-LOK, OR 16-INCH HDPE DR-9. IF 16-INCH HDPE IS SELECTED
BY THE OWNER, THE CONTRACTOR SHALL INSTALL A 16" HDPE TO MJ ADAPTER, A 16"
11.25° BEND, AND A 16" X 12" DI MJ REDUCER AT BOTH ENDS OF THE HDD.
4. ALL DI MJ FITTINGS SHALL BE RESTRAINED USING MEGALUGS BY EBAA IRON OR
APPROVED EQUAL.
5. LOCATION OF WATER SERVICES, ARV'S, AND FHA'S SHALL BE FIELD VERIFIED PRIOR TO
INSTALLATION.
18" STORM (FUTURE)
18" STORM (FUTURE)
(2) 6" 45° DI BENDS
6" DI TEE
6" DI CAP
6" 45° DI BEND (3) 6" 45° DI BENDS
6" DI TEE 6"x4" DI TEE
6" DI CAP TAPPED 2" NPT
W/ BLOWOFF ASSEMBLY
SEE DETAIL W-19 ON SHEET C3.02
6" C-900 PVC DR-18 WM
BY OPEN CUT
GRADE OVER PIPE
WATER MAIN SECTION
12" C-900 PVC
DR-18 FM
PROPOSED ROAD (FUTURE)
8"x6" DI TEE
6" MJ RWGV
6" DI TEE 6" MJ RWGV
6" DI TEE
EX. 8" PVC SAN
18" STORM (FUTURE)
6" C-900 PVC DR-18 WM
BY OPEN CUT
THIS SECTION OF PIPE
WILL BE REMOVED IN
THE FUTURE. PRIOR OF
THE INSTALLATION OF
THE STORM PIPE
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03/06/2026
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4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
C1.02
FM
FM
FM
FM
W M
W M
W M
W M
W M
WM
HDD PIT WITH TURBIDITY
BARRIER ON ALL 4 SIDES
SEE DETAIL G-01 SHEET D1.01
6" C-900 PVC DR-18 WM
BY OPEN CUT
12" C-900 PVC DR-18 FM
BY OPEN CUT
APP. PROPERTY LINE
APP. ROWAP
P.
R O
W
EX
. 6
" W M
EX
. 1
2" F
M
EX. 12" FM TO BE FLUSHED
AND CAPPED
AND ABANDONED IN PLACE
EX
. 6
" W M
LIMITS OF EASEMENT
FM ARV
STA: 142+80, 250' LT
12" 11.25° DI BEND
SEE NOTE 3
STA: 142+79, 250' LT
8" 11.25° DI BEND
SEE NOTE 2
STA: 142+65, 241' LT
WM ARV
STA: 142+66, 241' LT
8"x 6" DI REDUCER
6" 11.25° DI BEND
STA: 142+83, 244' LT
CONNECT TO EX. 6" WM
WITH 6" TS & V
STA: 143+00, 243' LT
12" LINESTOP
12" DI CAP/PLUG
STA: 142+87, 250' LT
CONNECT TO EX. 12" FM WITH 12" TS & V
STA: 142+87, 252' LT
12" 11.25° DI BEND
STA: 142+87, 252' LT
A C1.03
B C1.03
CONCRETE DEADMAN
CONCRETE DEADMAN
CONNECT TO EX. 6" WM
WITH 6" RWGV
STA: 143+00, 242' LT
CONNECT TO EX. 6" WM
WITH 6" RWGV
STA: 143+00, 245' LT
-3
-3
142+15 143+00 143+25
-3
-3
142+15 143+00 143+25
C1.03
FORCE MAIN SECTION
WATER MAIN SECTION
NOTE:
1. ALL ELEVATIONS SHOWN ARE IN NAVD 88 DATUM.
2. THE WATER MAIN BY HDD IS DRAWN HEREIN AS
AN 8-INCH PIPE. IT SHALL BE NOTED THAT THE
BID WILL BE BASED ON EITHER 8-INCH C-900
FUSIBLE PVC DR-14, 8-INCH C-900 PVC DR-14
CERTA-LOK, OR 12-INCH HDPE DR-9. IF 12-INCH
HDPE IS SELECTED BY THE OWNER, THE
CONTRACTOR SHALL INSTALL A 12" HDPE TO MJ
ADAPTER, A 12" 11.25° BEND, AND A 12" X 8" DI
MJ REDUCER AT BOTH ENDS OF THE HDD.
3. THE FORCE MAIN BY HDD IS DRAWN HEREIN AS AN
12-INCH PIPE. IT SHALL BE NOTED THAT THE BID
WILL BE BASED ON EITHER 12-INCH C-900
FUSIBLE PVC DR-14, 12-INCH C-900 PVC DR-14
CERTA-LOK, OR 16-INCH HDPE DR-9. IF 16-INCH
HDPE IS SELECTED BY THE OWNER, THE
CONTRACTOR SHALL INSTALL A 16" HDPE TO MJ
ADAPTER, A 16" 11.25° BEND, AND A 16" X 12" DI
MJ REDUCER AT BOTH ENDS OF THE HDD.
4. ALL DI MJ FITTINGS SHALL BE RESTRAINED USING
MEGALUGS BY EBAA IRON OR APPROVED EQUAL.
5. LOCATION OF WATER SERVICES, ARV'S, AND FHA'S
SHALL BE FIELD VERIFIED PRIOR TO
INSTALLATION.
INSTALL ARV AT HIGH POINT ON WM
SEE DETAILS ON SHEET C3.04
CONNECT TO EX. 6" WM
WITH 6" TS & V
6" 11.25° DI BEND
8"x6" DI REDUCER
8" C-900 PVC DR-18 WM
BY OPEN CUT
8" 11.25° DI BEND
SEE NOTE 2
INSTALL ARV AT HIGH POINT ON FM
SEE DETAILS ON SHEET C3.04
CONNECT TO EX. 12" FM
WITH 12" TS & V
12" 11.25° DI BEND
12" C-900 PVC DR-18 FM
BY OPEN CUT
12" 11.25° DI BEND
SEE NOTE 3
8" WM BY HDD
12" FM BY HDD
6" C-900 PVC DR-18 WM
BY OPEN CUTFM
FM
FM
FM
FM
FM
FM
FM
FM
W M
WM WM WM WM WM WM WM WM WM WM
EX. 6" WM
APP. ROW
EX. EOP
APP. ROW
EX. EOP
EX. 12" FM
EX. 6" WM
(TO BE ABANDONED)
CONSTRUCTION BASELINE
VE
N
ET
IA
N C
T.
8" P
VC
S
AN
6"X6" DI HYDRANT TEE
STA: 140+80, 22' RT
CUT AND CAP EX. 6" WM
STA: 140+75, 22' RT
FHA
STA: 140+81, 23' LT
6" C-900 PVC DR-18 WM
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03/06/2026
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4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
ENLARGED SITE PLAN C1.03
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS IN A
RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OF
OVERLANDFLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY
MEDIANS.
12" MIN.
3' MIN.
1.5' MAX.
NOTES:
1. CRITICAL ROOT ZONE (CRZ) IS EQUAL TO 10" PER INCH OF TRUCK DIAMETER MEASURED 4.5 INCHES HIGH
OFF OF GRADE. IE 30" DIAMETER = 25' (CRZ).
2. TREE PROTECTION ZONE (TPZ) IS AREA AS DEFINED IN CLEARWATER INDEX NO. 909.
3. ROOT PRUNING TO BE PERFORMED BY AN ISA CERTIFIED ARBORIST ONLY USING A SPECIALIZED ROOT
PRUNING MACHINE.
4. ALL ROOTS TO BE CUT CLEAN AND AN APPROVED FUNGICIDE APPLIED TO ALL CUTS UNDER 30 MINUTES
FROM TIME OF CUTTING.
5. NO CUTTING OF ROOTS SHALL BE PERMITTED WITHIN THE CRZ.
6. TPZ BARRIER TO BE ERECTED PRIOR TO ANY WORK ON SITE.
7. BACKFILL TENCH WITH NATIVE SOIL AFTER CUTTING IS APPROVED BY CITY ARBORIST.
TREE PROTECTION BARRIER
PER CITY CODE
BARRIER TO FOLLOW LIMIT OF
DISTURBANCE (LOD) UNLESS
OTHERWISE NOTED
AREA SUBJECT TO
DISTURBANCE
6" MAX. WIDTH
ROOT PRUNING TRENCH
ROOT PRUNE ON
TREE SIDE OF
BARRIER
TREE PROTECTION
AREA
18" MIN.
DEPTH
FLOWFLOW
NOTE:
EROSION EELS USED FOR INLET
PROTECTION SHALL CONSIST OF
EITHER MIXTURE SPECIFICATION 1.0
OR 1.1, PER ENGINEER'S
RECOMMENDATIONS.
NOTE:
PERIODIC MAINTINENCE SHALL INCLUDE
CLEANING EEL SURFACE WITH HIGH
PRESSURE WASH OR BRUSHING
SURFACE WITH BROOM.
EEL BUTT JOINT
COMPLETELY SURROUND
DRAINAGE ACCESS TO
AREA DRAIN INLETS
WITH EROSION EEL
EROSION EEL
EMBED EELS IN FLOCMAT
"CRADLE" PER E1-G ON
SHEET E-1
TEMPORARY SEDIMENT BARRIER AT DROP INLETINLET SEDIMENT TRAP DETAILROOT PRUNING DETAIL
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C T
4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
C3.01
PROPOSED
SEWER MAIN
FLOWABLE FILL,
F.D.O.T
SPECIFICATION
SECTION 121
TO MID POINT OF
EXISTING PIPE
UNDISTURBED SOIL
TRENCH BOTTOM SHALL BE HAND
EXCAVATED TO CLEAR PIPE BELL
NOTE:
COMPACTED BACKFILL TO BE INSTALLED AFTER
FLOWABLE FILL REACHES 35 PSI PENETRATION
RESISTANCE PER F.D.O.T. SPEC.
NATURAL GROUND OR
FINISH GRADE PER PLANS
SEE DETAIL G-04 FOR TRENCH
BACKFILL REQUIREMENTS
TRENCH WIDTH
MIN. 1 FT.+ PIPE O.D.
MAX. 2 FT.+ PIPE O.D.
UTILITY CONFLICT
FLOWABLE FILL TRENCH DETAIL
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4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
C3.02
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05/06/2026
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C T
4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
C3.03
NOTES:
1. SEWER AIR RELEASE/VACUUM VALVE
SHALL BE LOCATED AT THE HIGH
ELEVATIONS ON THE FORCE MAIN.
2. BELOW-GRADE DUCTILE IRON PIPE,
VALVES, AND FITTINGS SHALL BE
POLYWRAPPED.
2" PVC
4" 90° MJ
BEND
SEE DETAIL 2 FOR
CONTINUATION
12" #57
STONE
2" MJ RWGV
4"X2" TEE
GRAVEL OR
#57 STONE
PERFORATED
PVC PIPE
WATER PLUS
H-30/131632
ARV ENCLOSURE WITH 2
VENTED SIDES (GREEN)
2" UNION
2" PVC TEE W/
THREADED TOP
CAP
AIR RELEASE/VACUUM VALVE
(ARI MODEL D-25 SHOWN)
2" 316 SS
THREADED X MALE CAM-LOK
2" 316 SS
FEMALE CAM-LOK X FEMALE THREAD
2" 316 SS NIPPLE
2" 316 SS
BALL VALVE
VENT BOX
DFW PLASTICS/DFW37C OR
APPROVED EQUAL
3,000 PSI FIBERMESH
CONCRETE, MIN. 6"
ALL AROUND BOX
PADLOCK
HASP
12" #57
STONE
SEE DETAIL 1 FOR
CONTINUATION
2" HDPE (DR9) SERVICE TUBING
COLOR CODED (GREEN:SEWER) TUBING
STIFFENERS REQUIRED AT FITTINGS
TAP CONNECTION
OFFSET ORIENTATION
2" 316 SS
PIPE NIPPLE
COMPRESSION
BY FEMALE
ADAPTER
FORCE MAIN ARV DETAIL
DETAIL 1
DETAIL 2
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C T
4921 Memorial Highway One Memorial Center, Suite 300
Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610
T A
R P O
N SPRINGS, F
LO
R
ID
A
CITY OF
City of Tarpon Springs, Florida
ENGINEERING SERVICES & UTILITIES
324 EAST PINE STREET
TARPON SPRINGS, FLORIDA 34688
C3.04
| 2026-05-15T15:06:51-0400 | |
| Loc P Truong |
File details come from the government source that posted it. Updated .