Addendum626016HG.pdf
PDF 6 MB Posted
- Attached to
- U. S. Highway 27 Water Main Replacement
- Solicitation number
- IFB 26-016-HG
- Issued by
- Lake County, Florida
About this file
This Addendum No. 6, issued by the City of Leesburg Procurement Manager Hosea Goodwyn on July 20, 2026, provides clarifications and modifications to Invitation for Bid (IFB) 26-016-HG for the U.S. Highway 27 Water Main Replacement project. The project encompasses the replacement of approximately 5.5 miles of existing water main infrastructure with 12-inch C900 PVC pipe along U.S. Highway 27 from Middlesex Road to Highland Lake Boulevard, including installation of fire hydrants, gate valves, air release valves, and directional bore sections. Phase 1 of the base bid includes 12,210 linear feet of 12-inch C900 PVC pipe, 35 gate valves with boxes, 14 fire hydrant assemblies, and 5,640 linear feet of 14-inch PE 4710 directional bore pipe, among other components. The additive alternate Phase 2 includes approximately 7,474 linear feet of 12-inch C900 PVC pipe, two 10-inch gate valves, and approximately 2,014 linear feet of 14-inch directional bore pipe. All bidders must acknowledge receipt of this addendum on their Proposal Bid Forms, with revised drawings and an updated itemized price schedule dated July 20, 2026, now incorporated as part of the solicitation documents.
The addendum addresses six requests for information from prospective bidders, including clarifications on service connection sizes at specific stations (with sizes ranging from 1 inch to 2 inches), confirmation that 45-degree bends are required for pipe conflict crossings, and verification of quantities for Phase 2 bid items involving gate valves and air release valves. The revised drawings and itemized price schedule provide detailed specifications for all bid items across both the base bid and additive alternate phases. Bidders are required to submit unit prices and total prices for each line item, with the total project cost calculated as the sum of base bid costs plus additive alternate bid costs. The contract documents specify materials, installation methods, testing requirements including pressure testing and disinfection/bacteriological sampling, and restoration requirements including Bahia sod replacement for disturbed areas. All work must comply with City of Leesburg specifications and engineering design plans prepared by Halff Associates, Inc., under the direction of Project Engineer Michael C. Scullion, P.E.
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DATE: July 20, 2026 TO: All Interested Bidders and Other Interested Parties FROM: Hosea Goodwyn, Procurement Manager
The City makes the following changes, additions, deletions, information, and/or clarifications and now considers the addendum a part of the IFB Document. Bidders must acknowledge receipt of this addendum by indicating receipt in the space provided on the Proposal Bid Form. If the bidder has already submitted the Proposal Bid Form to the City’s Procurement Division, the Bidder should revise their electronic submission to include this addendum. In any case, the submission of a bid is an acknowledgment of receipt of the addendum. The City will construe all bids received as though the Bidder has received and acknowledged the addendum.
Below is the City’s reply to RFIs (Request for Information – a/k/a bid inquiries or questions) submitted by interested parties by the posted deadline to submit RFIs.
Q1. What are the sizes of the existing service connections at stations 501+3.32, 504+88.65, 514+67.53, 558+68, 560+72.57, and 564+65.89 of the phase 2 plans?
A1. The service connections at 558+68 and 560+72.57 are 1”. The service connection at 514+67.53 is not required. The remaining service connections are 2”. Revised drawings have been included with this addendum.
Q2. In locations with a conflict with existing pipe as shown on sheet C-6 of the phase 2 plans, what angle of fitting is to be used to dive under?
A2. 45 Degree Bends.
Q3. For phase 2 bid items 9 and 11, please confirm quantities.
A3. Phase 2 includes approximately 7,474 LF of 12’’ PVC pipe and two 10’’ gate valves.
Q4. Please verify quantity of phase 2 bid item 15.
A4. The line item includes ARVs not explicitly shown on the drawings due to the number of directional bores on the project.
The following changes are hereby made part of the solicitation.
1. IFB 26-016-HG ATTACHMENT B2 – PHASE 2 – DRAWINGS SCHEDULE DATE: 7/20/2026.
2. IFB 26-016-HG ATTACHMENT C – ITEMIZED PRICE SCHEDULE DATE:7/20/2026
IFB 26-016-HG
U.S. Highway 27 Water Main Replacement
Addendum No. 6
ACKNOWLEDGMENT - Addendum No. 6
Company Name
Signature of Officer
Type/Print Officer's Name & Title
CONSTRUCTION PLANS
INDEX OF SHEETS:
Original Document Size 24"x36" 0 1 2 3 4 5
(Inches)
OWNER/DEVELOPER
CLIFF KELSEY, DIRECTOR OF PUBLIC WORKS
PHONE: (352) 728-9786
LEESBURG, FLORIDA 34748
CITY OF LEESBURG
550 SOUTH 14TH STREET
ENGINEER:
902 SINCLAIR AVENUE
TAVARES, FL. 32778
HALFF ASSOCIATES, INC.
(352) 343-8481
MICHAEL C. SCULLION, P.E.
CITY MANAGER
COMMISSIONER COMMISSIONER
MAYOR
JAY CONNELL
ALLYSON BERRY
JIMMY BURRY
MIKE PEDERSON
ALAN REISMAN
DIRECTOR OF PUBLIC WORKSAL MINNER
COMMISSIONER
DISTRICT 1
CLIFF KELSEY
SURVEYOR:
902 SINCLAIR AVENUE
TAVARES, FL. 32778
HALFF ASSOCIATES, INC.
(352) 343-8481
JOHN T. MCGLOHORN, PSM
DISTRICT 2
DISTRICT 5
MAYOR PRO-TEM
DISTRICT 3
LEESBURG, LAKE COUNTY, FLORIDA
LAKE
HARRIS
LAKE
DENHAM
PROJECT LOCATION
1. COVER SHEET
G-1 KEY MAP & GENERAL NOTES
G-2 DETAILS
G-3 DETAILS
G-4 DETAILS
C-1 PLAN SHEET (START TO STA: 486+71.53)
C-2 PLAN SHEET (STA: 486+71.53 TO STA: 504+69.16)
C-3 PLAN SHEET (STA: 504+69.16 TO STA: 523+22.65)
C-4 PLAN SHEET (STA: 523+22.65 TO STA: 541+76.14)
C-5 PLAN SHEET (STA: 541+76.14 TO STA: 560+09.95)
C-6 PLAN SHEET (STA: 560+09.95 TO END)
AND CROSSING DETAILS
C-7 DIRECTIONAL BORE PROFILES
C-8 DIRECTIONAL BORE PROFILES
C-9 DIRECTIONAL BORE PROFILES
V I C I N I T Y M A P 1" = 2000'
CLIFF.KELSEY@LEESBURGFLORIDA.GOV
MSCULLION@HALFF.COM
Call 811 or www.sunshine 811.com two full business days before digging to have utilities located and marked.
Check positive response codes before you dig!
902 North Sinclair Ave.
Certificate of Authorization Number: 33380
Fax: 352.343.8495 Office: 352.343.8481
Tavares, Florida 32778
DISTRICT 4
-1
6-
, A
D D
E N
D U
M
S E
T (N
O T
FO
R
C O
N S
TR
U
C
TI
O N
U N
TI
L
C O
N
FO
R M
E D
BASE BID
ADDITIVE
ALTERNATE BID
US HWY 27 MAIN UPGRADE
(CR 48 TO HIGHLAND LAKES)
Michael C. Scullion, P.E., State of Florida, Professional Engineer, License No. 70753
This item has been digitally signed and sealed by Michael C. Scullion, P.E. on the date indicated here, 7-16-26.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
ADDENDUM 67-16-26
487+00 488+00 489+00 490+00
491+00 492+00
493+00
494+00
495+00
496+00
89.7
89.2
88.9
89.0
89.1
89.8
92.02
92.54
93.48
DIRT DRIVE
M
ITERED END SECTION
S/INV/24"CM
P=
88.95
" O
AK
" O
AK
" O
AK
" O
AK
8" O
AK
DB
L
" 1
4" O
AK
" O
AK
" O
AK
" O
AK
9" O
AK
9" O
AK
9" O
AK
9"
O
AK
4" O
AK
" O
AK
5" O
AK
6" O
AK
" O
AK
" O
AK
" O
AK
5"
O
AK
" O
AK
5" M
AP
LE
9" O
AK
" O
AK7"
O
AK
" O
AK
4" C
HE
RR
Y
" O
AK
5" C
HE
RR
Y
" O
AK
" O
AK
9"
O
AK
" C
HE
RR
Y 6"
M
IS
C
TR
EE
6" M
IS
C
TR
EE
6" M
IS
C
TR
EE
4" M
IS
C
TR
EE
4" M
IS
C
TR
EE
4" M
IS
C
TR
EE
6" O
AK
4" O
AK
" O
AK
STORM
DRAINAGE GRATE
NW
/INV/24"RCP=
88.61
SW
/INV/18"RCP=
88.46
SE/INV/24"RCP=
88.55
M
ITERED END SECTION
NW
/INV/24"RCP=
88.92
M
ITERED END SECTION
N/INV/24"CM
P=
89.36
CATCH BASIN
TOP=
89.95
NE/INV/18"RCP=
86.09
M
ITERED END SECTION
S/INV/18"CM
P=
93.04
M
ITERED END SECTION
N/INV/18"CM
P=
93.22
SITE BEN
C
H M
ARK #
5/8" IRO
N
RO
D
AN
D
C
AP "LB#
8348"
ELEVATIO
N
91.157'
N O
RTH
:1599272'
EAST:378779'
DIRT APRON
WM
WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
WM
WM WM
WM
WM
WM
WM
WM
WM
SD
WM
496+00 497+00 498+00 499+00 500+00 501+00 502+00 503+00 504+00
93.67
93.40 93 .2
.6
.16
89.30 89.25
90.48 90.48
91.89 91.94
92.16
91.98
T
" O
AK
" O
AK
" O
AK
" O
AK 16
" O
AK
" O
AK
" O
AK
DB
L
7"
" U
NK
NO
W
N
" O
AK
TR
PL
8"
6"
5"
O
AK
" O
AK
" O
AK
" O
AK
" O
AK
" O
AK
" O
AK
" O
AK
" O
AK
M
ITERED END SECTION
S/INV/24"RCP=
88.02
STORM
DRAINAGE GRATE
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
WMWMWMWM
GAS
US 27
US 27
US 27
US 27
M A
TC
H
LI
N
E B
B
S
TA
: 4
.5 3)
M A
TC
H
LI
N
E C
C
S
TA
: 4
.1 6)
M A
TC
H
LI
N
E C
C
S
TA
: 4
.1 6)
M A
TC
H
LI
N
E D
D
S
TA
: 5
.1 6)
P
LA
N S
H E
E T
Sheet C-2
047549.001
Michael C. Scullion, P.E.
Registered Eng 70753
MCS
CLM
CLM
JANUARY 2024
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
1 2 3 4 5 6 7 8
D A
TE
R
E V
IS
IO
N
C
IT
Y O
F
LE
E S
B U
R G
, F
LO
R
ID
A
HIGHLAND LAKES
PROFESSIONAL PLAZA
ACE AVE
H
IG
H
LA
N D
LA
K
E S
B
LV
D
US SR 27 BASELINE
EXISTING RIGHT
OF WAY (TYP.)
PROPOSED 12"
PVC WATER MAIN
US SR 27 BASELINE
EXISTING RIGHT
OF WAY (TYP.)
PROPOSED 12"
PVC WATER MAIN
STA: 496+41.77, 65.00' RT
PROPOSED END OF
DIRECTIONAL BORE, TRANSITION
FROM 14" HDPE TO 12" PVC
STA: 487+74.99, 79.32' RT
PROPOSED END OF DIRECTIONAL BORE,
TRANSITION FROM 14" HDPE TO 12" PVC
STA: 498+85.43, 57.99' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
STA: 503+85.43, 56.71' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
STA: 487+88.11, 79.78' RT
PROPOSED 12" 11.25° BEND
STA: 493+88.33, 69.30' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
N o rt h
S in cl ai r A ve
C er tif ic at e o f
A ut h o ri za tio n
N um b er
: 3
Fa x:
.3
.8
O ff ic e:
.3
.8
Ta va re s, F lo ri d a
PROPOSED ±481 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-7, BORE 2)
PROPOSED ±181 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-7, BORE 3)
PROPOSED ±181 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-7, BORE 3)
EXISTING EDGE
OF PAVEMENT
(TYP.)
EXISTING EDGE
OF PAVEMENT
(TYP.)
US 27 Watermain A
STA: 494+62.70, 70.00' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
PREMIER
PLAZA 27
H
IG
H
LA
N D
LA
K
E S
B
LV
D
EXISTING FIRE HYDRANT
LEGEND
SANITARY SEWER LINE
CROSSING CONFLICT
STORM DRAIN LINE
CROSSING CONFLICT
GAS LINE CROSSING
CONFLICT
*INSTALL CONFLICT CROSSING,
PER LEESBURG DETAIL G-3, W-17
AT ALL MARKED CONFLICT AREAS
WATER LINE CROSSING
CONFLICTWM
SD
GAS
SAN
LEGEND
SANITARY SEWER LINE
CROSSING CONFLICT
STORM DRAIN LINE
CROSSING CONFLICT
GAS LINE CROSSING
CONFLICT
*INSTALL CONFLICT CROSSING,
PER LEESBURG DETAIL G-3, W-17
AT ALL MARKED CONFLICT AREAS
WATER LINE CROSSING
CONFLICTWM
SD
GAS
SAN
STA: 496+67.39, 58.56' RT
INSTALL FIRE HYDRANT
ASSEMBLY
STA: 501+03.32, 57.43' RT
PROPOSED CONNECTION TO
EXISTING 2" WATER SERVICE
32.4'
9.7'
.0
8.
2'
STA: 488+94.55, 75.88' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
STA: 496+54.37, 64.91' RT
PROPOSED 12" 45° BEND
CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.
U S
H W
Y
M
A
IN
U P
G R
A D
E (C
R
TO
H
IG
H
LA
N D
L A
K E
S
EXISTING 24" DI
WATER MAIN
EXISTING 10" PVC
WATER MAIN
EXISTING 6" PVC
SERVICE LATERAL
STA: 496+62.89, 58.56' RT
PROPOSED 12" 45° BEND
STA: 487+91.82, 79.78' RT
INSTALL FIRE HYDRANT
ASSEMBLY
A D
D E
N D
U M
7-
-2
505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00
T
" O
AK
" O
AK
" O
AK
" O
AK
" O
AK
9" O
AK 4"
O
AK 5"
O
AK
4"
O
AK
7" O
AK
5" O
AK
9" O
AK
5" O
AK
5" O
AK
" O
AK 8"
O
AK
" P
AL
M
6" O
AK
4" C
HE
RR
Y 6"
C
HE
RR
Y
7" O
AK
" O
AK
" O
AK
" P
AL
M
7" O
AK
" O
AK
DB
L 1
2"
2" O
AK
" O
AK
" O
AK
M
ISC 6" M
ETAL PIPE
CENTER OF 5' HEDGE
CENTER OF 5' HEDGE
CENTER OF 5' HEDGE
M
ITERED END SECTION
W
/INV/15"RCP=
84.47
CATCH BASIN
TOP=
87.52
E/INV/15"RCP=
84.87
WM WM WM WM WM WM WM WM WM WM WM
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
WM
W M
SD
SAN
WMWMWM
WM
WM
GAS
514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00
85.084.4
84.3
DIRT DRIVE
" O
AK
" O
AK
" P
AL
M
" P
AL
M
" P
AL
M
" O
AK
" P
AL
M 14
" P
AL
M
" P
AL
M
" O
AK
E/INV/17"PVC=
81.94
M
ITERED END SECTION
S/INV/14"X23"ERCP=
82.46
M
ITERED END SECTION
N/INV/14"X23"ERCP=
82.99
M
ISC 6" M
ETAL PIPE
M
ISC 6" M
ETAL PIPE
CENTER OF 5' HEDGE
M
ITERED END SECTION
S/INV/24"X38"ERCP=
81.98
M
ITERED END SECTION
N/INV/24"X38"ERCP=
82.59
M
ITERED END SECTION
W
/INV/17"PVC=
81.74
SITE BENCHM
ARK #
5/8" IRO
N RO
D AND
CAP "LB#
8348"
ELEVATIO
N=
85.688'
NO
RTH:1601188'
EAST:377465'
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM
WMWMWMWMWMWMWM
WM
WM
WM
WMWM
W M
GAS
US 27
US 27
BASEBALL FIELD
M A
TC
H
LI
N
E D
D
S
TA
: 5
.1 6)
M A
TC
H
LI
N
E E
E
S
TA
: 5
.9 0)
M A
TC
H
LI
N
E E
E
S
TA
: 5
.9 0)
M A
TC
H
LI
N
E F
F (S
TA
: 5
.6
5)
US 27
US 27
LE
G
A C
Y B
LV
D
P
LA
N S
H E
E T
Sheet C-3
047549.001
Michael C. Scullion, P.E.
Registered Eng 70753
MCS
CLM
CLM
JANUARY 2024
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
1 2 3 4 5 6 7 8
D A
TE
R
E V
IS
IO
N
C
IT
Y O
F
LE
E S
B U
R G
, F
LO
R
ID
A
US SR 27 BASELINE
EXISTING RIGHT
OF WAY (TYP.) PROPOSED 12"
PVC WATER MAIN
STA: 516+60.72, 70.00' RT
PROPOSED 12" 45° BEND
STA: 516+52.21, 70.00' RT
PROPOSED END OF
DIRECTIONAL BORE,
TRANSITION FROM 14"
HDPE TO 12" PVC
US SR 27 BASELINE
EXISTING RIGHT
OF WAY (TYP.)
PROPOSED 12"
PVC WATER MAIN
STA: 508+78.83, 78.08' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
N o rt h
S in cl ai r A ve
C er tif ic at e o f
A ut h o ri za tio n
N um b er
: 3
Fa x:
.3
.8
O ff ic e:
.3
.8
Ta va re s, F lo ri d a
STA: 508+08.39, 55.63' RT
PROPOSED 12" 45° BEND
STA: 508+30.76, 78.00' RT
PROPOSED 12" 45° BEND
PROPOSED ±170 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-8, BORE 5)
EXISTING EDGE
OF PAVEMENT
(TYP.)
EXISTING EDGE OF
PAVEMENT (TYP.)
EXISTING FIRE HYDRANT
US 27 Watermain A
STA: 513+85.74, 78.98' RT
PROPOSED 12" 11.25° BEND
STA: 513+93.23, 77.50' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
STA: 506+62.85, 56.00' RT
INSTALL FIRE HYDRANT
ASSEMBLY
STA: 516+68.66, 78.00' RT
PROPOSED 12" 45° BEND
STA: 521+25.71, 78.00' RT
PROPOSED END OF DIRECTIONAL
BORE, TRANSITION FROM 14"
HDPE TO 12" PVCPROPOSED ±167 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-8, BORE 6)
STA: 519+58.52, 79.00' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
RODELLO'S ITALIAN
RESTAURANT
STA: 513+78.83, 78.96' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
SEE CROSSING
DETAIL 2 (SHEET C-6)
STA: ±518+14.40, 78.50' RT
PROPOSED 2" AIR
RELEASE VALVE
LEGEND
SANITARY SEWER LINE
CROSSING CONFLICT
STORM DRAIN LINE
CROSSING CONFLICT
GAS LINE CROSSING
CONFLICT
*INSTALL CONFLICT CROSSING,
PER LEESBURG DETAIL G-3, W-17
AT ALL MARKED CONFLICT AREAS
WATER LINE CROSSING
CONFLICTWM
SD
GAS
SAN
LEGEND
SANITARY SEWER LINE
CROSSING CONFLICT
STORM DRAIN LINE
CROSSING CONFLICT
GAS LINE CROSSING
CONFLICT
*INSTALL CONFLICT CROSSING,
PER LEESBURG DETAIL G-3, W-17
AT ALL MARKED CONFLICT AREAS
WATER LINE CROSSING
CONFLICTWM
SD
GAS
SAN
STA: 504+88.65, 56.45' RT
PROPOSED CONNECTION TO
EXISTING 2" WATER SERVICE
STA: 512+08.02, 78.66' RT
PROPOSED CONNECTION TO
EXISTING 2" WATER SERVICE
STA: 518+89.55, 78.76' RT
PROPOSED CONNECTION TO
EXISTING 12" WATER MAIN
8.
0'
.5
.8
.9
.5
STA: 518+75.26, 78.24' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
PROPOSED ±78 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-7, BORE 4)
STA: 514+59.69, 75.58' RT
PROPOSED END OF DIRECTIONAL
BORE, TRANSITION FROM 14"
HDPE TO 12" PVC
STA: 514+67.53, 75.80' RT
PROPOSED CONNECTION TO
EXISTING 2" WATER SERVICE
STA: 514+82.11, 74.93' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.
CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.
U S
H W
Y
M
A
IN
U P
G R
A D
E (C
R
TO
H
IG
H
LA
N D
L A
K E
S
EXISTING 10" PVC
WATER MAIN
EXISTING 10" PVC
WATER MAIN
EXISTING 24" DI
RAW MAIN
EXISTING 10" PVC
WATER MAIN
EXISTING 12" PVC
WATER MAIN
(LOCATION VIA GIS)
STA: 516+75.29, 75.02' RT
INSTALL FIRE HYDRANT
ASSEMBLY
STA: 513+89.84, 78.17' RT
PROPOSED CONNECTION TO
EXISTING 10" WATER MAIN A
D D
E N
D U
M
7-
542+00
543+00
544+00 545+00
546+00 547+00 548+00 549+00
550+00
551+00
85.3 85.2
84.9
84.6
84.6
86.0
86.6
86.0
85.7
84.8
84.7
85.1
DIRT DRIVE
" O
AK
TR
PL
3"
0"
0"
O
AK
DB
L
9"
" O
AK
" O
AK
DB
L
" 7 " O
AK
9" O
AK
7" O
AK
8"
O
AK
8" C
HE
RR
Y 5"
O
AK
5" O
AK
6" O
AK
8" O
AK
4" O
AK
" O
AK
" O
AK
TR
PL
6"
5"
3"
O
AK
" O
AK
" C
HE
RR
Y
DB
L
9"
" O
AK
QU
AD
3"
" 9
" 7 " O
AK
8" O
AK
6" O
AK
4" O
AK
" P
AL
M
4" O
AK
4"
O
AK
6" O
AK
6" O
AK
5" O
AK
9" O
AK
7" O
AK
" P
AL
M
6" O
AK
7" O
AK
5" M
IS
C
TR
EE
5" O
AK
DB
L
6"
" O
AK10
" O
AK
6" P
IN
E
M
ITERED END SECTION
N/INV/24"RCP=
80.93
M
ITERED END SECTION
S/INV/18"CM
P=
80.96
M
ITERED END SECTION W
ITH GRATE
CONCRETE HEADW
ALL=
83.64
SW
/INV/18"RCP=
80.75
M
ITERED END SECTION
N/INV/18"CM
P=
81.46
WM
WM WM WM
WMWMWMWMWMWMWMWMWM
WM
WMWM
WMWMWMWMWMWMWMWMWMWMWMWMWM
WM
551+00
552+00 553+00
554+00 555+00 556+00 557+00 558+00
559+00
560+00
85.3
85.4
85.385.3
85.3
85.2
85.3
85.2
DIRT DRIVE
" P
AL
M
" P
AL
M
" P
AL
M
" P
AL
M
" P
AL
M
" P
AL
M
5" M
IS
C
TR
EE
M
ITERED END SECTION
N/INV/24"RCP=
85.57
M
ITERED END SECTION
S/INV/18"CM
P=
85.28
M
ITERED END SECTION
N/INV/18"CM
P=
84.92
END OF PIPE (NO STRUCTURE)
W
/INV/28"RCP=
80.12
M
ITERED END SECTION
S/INV/24"RCP=
80.29
M
ITERED END SECTION
N/INV/24"RCP=
80.93
M
ITERED END SECTION
S/INV/18"CM
P=
80.96
M
ITERED END SECTION W
ITH GRATE
CONCRETE HEADW
ALL=
83.64
SW
/INV/18"RCP=
80.75
M
ITERED END SECTION
S/INV/24"RCP=
85.25
S
ITE B
EN
C
H M
AR
K #
5/8" IR
O
N R
O D
AN
D
C
AP "LB
8348"
ELEVATIO
N
88.967'
N O
R
TH
:1604797'
EAST:375300'
WM
WMWMWM
WMWMWMWMWMWMWMWM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM
SD
GAS
SAN
WM
WM
WM
US 27
M A
TC
H
LI
N
E H
H
S
TA
: 5
.1 4)
M A
TC
H
LI
N
E
II
S
TA
: 5
.9
1)
M A
TC
H
LI
N
E
II
S
TA
: 5
.9
1)
M A
TC
H
LI
N
E J
J (S
TA
: 5
.9
5)
US 27
US 27
US 27
P
LA
N S
H E
E T
Sheet C-5
047549.001
Michael C. Scullion, P.E.
Registered Eng 70753
MCS
CLM
CLM
JANUARY 2024
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
1 2 3 4 5 6 7 8
D A
TE
R
E V
IS
IO
N
C
IT
Y O
F
LE
E S
B U
R G
, F
LO
R
ID
A
US SR 27 BASELINE
EXISTING RIGHT
OF WAY (TYP.)
PROPOSED 12"
PVC WATER MAIN
US SR 27 BASELINE
EXISTING RIGHT
OF WAY (TYP.)
PROPOSED 12"
PVC WATER MAIN
STA: 556+04.97, 89.77' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
STA: 545+87.86, 70.00' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
N o rt h
S in cl ai r A ve
C er tif ic at e o f
A ut h o ri za tio n
N um b er
: 3
Fa x:
.3
.8
O ff ic e:
.3
.8
Ta va re s, F lo ri d a
EXISTING EDGE
OF PAVEMENT
(TYP.)
EXISTING EDGE
OF PAVEMENT
(TYP.)
US 27 Watermain A
STA: 550+65.86, 70.00' RT
PROPOSED 12" 11.25° BEND
STA: 550+81.04, 73.00' RT
PROPOSED 12" 11.25° BEND
STA: 554+49.18, 73.00' RT
PROPOSED 12" 11.25° BEND
STA: 555+35.14, 90.00' RT
PROPOSED 12" 11.25° BEND
STA: 554+58.94, 75.00' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
PROPOSED ±73 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-9, BORE 8)
STA: 555+30.10, 89.05' RT
PROPOSED END OF
DIRECTIONAL BORE, TRANSITION
FROM 14" HDPE TO 12" PVC
STA: 558+77.30, 92.00' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
PROPOSED ±118 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-9, BORE 9)
STA: 559+95.06, 90.00' RT
PROPOSED END OF
DIRECTIONAL BORE, TRANSITION
FROM 14" HDPE TO 12" PVC
YARD STOP
GARDEN CENTER
LEGACY RV
RENTAL
GRACELAND OF
LEESBURG
SEE CROSSING
DETAIL 5 (SHEET C-6)
LEGEND
SANITARY SEWER LINE
CROSSING CONFLICT
STORM DRAIN LINE
CROSSING CONFLICT
GAS LINE CROSSING
CONFLICT
*INSTALL CONFLICT CROSSING,
PER LEESBURG DETAIL G-3, W-17
AT ALL MARKED CONFLICT AREAS
WATER LINE CROSSING
CONFLICT
WM
SD
GAS
SAN
LEGEND
SANITARY SEWER LINE
CROSSING CONFLICT
STORM DRAIN LINE
CROSSING CONFLICT
GAS LINE CROSSING
CONFLICT
*INSTALL CONFLICT CROSSING,
PER LEESBURG DETAIL G-3, W-17
AT ALL MARKED CONFLICT AREAS
WATER LINE CROSSING
CONFLICTWM
SD
GAS
SAN
STA: 555+42.14, 90.06' RT
PROPOSED CONNECTION TO
EXISTING 2" WATER SERVICE
STA: 558+68.00, 91.84' RT
PROPOSED CONNECTION TO
EXISTING 1" WATER SERVICE
20.5'
.1
22.2'
.0
STA: 550+93.72, 73.00' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
STA: 556+67.99, 89.84' RT
INSTALL FIRE HYDRANT
ASSEMBLY
STA: 546+56.87, 70.00' RT
INSTALL FIRE HYDRANT
ASSEMBLY
CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.
CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.
U S
H W
Y
M
A
IN
U P
G R
A D
E (C
R
TO
H
IG
H
LA
N D
L A
K E
S
EXISTING 10" PVC
WATER MAIN
EXISTING 10" PVC
WATER MAIN
STA: 553+47.14, 73.10' RT
INSTALL FIRE HYDRANT
ASSEMBLY
STA: 558+47.68, 91.51' RT
INSTALL FIRE HYDRANT
ASSEMBLY
A D
D E
N D
U M
7-
PC
PC
T
560+00 561+00
562+00 563+00 564+00 565+00
566+00
567+00
568+00
569+00
U
" P
AL
M
" P
AL
M
" P
AL
M10
" P
AL
M
" P
AL
M
" O
AK
TR
PL
4"
5"
" O
AK16
" O
AK12
" P
AL
M
" P
AL
M
" P
AL
M
TR
PL
2"
2"
" O
AK
9" P
AL
M
" P
AL
M
" P
AL
M
9" O
AK
8" P
AL
M
8" P
AL
M
CR
EP
E M
YR
TL
E
CR
EP
E M
YR
TL
E
CR
EP
E M
YR
TL
E
" P
AL
M
" P
AL
M
" P
AL
M9"
P
AL
M
" P
AL
M
" O
AK
" O
AK
6" O
AK
M
UL
TI
" 5
" 3 " 3
" 3 " C
RE
PE
M
ER
TL
E
QU
AD
" 4
" 3 " 3
" C
RE
PE
M
ER
TL
E
" O
AK
M
ITERED END SECTION
S/INV/18"CM
P=
75.33
M
ITERED END SECTION
S/INV/24"RCP=
79.08
M
ITERED END SECTION
N/INV/24"RCP=
79.16
M
ITERED END SECTION
S/INV/24"RCP=
81.69
E/INV/15"RCP=
82.47
DRAINAGE M
ANHOLE
N/INV/24"RCP=
82.15
W
/INV/15"RCP=
82.32
S/INV/18"RCP=
82.49
M
ITERED END SECTION
N/INV/18"RCP=
82.37
CATCH BASIN
NE/INV/18"RCP=
77.20
END OF PIPE
SW
/INV/18"RCP=
75.94
M
ITERED END SECTION
S/INV/24"RCP=
85.25
WMWMWMWM
WMWM
SD
WMWMWMWMWMWMWMWMWMWMWM SAN GAS
WM
WM WM
WMWM
WM
.6
EX. 24" SD
.9
EX. 15" SD
.44
EX. 15" SD
.2
EX. 18" SD
.28
EX. 28" SD 78
.0
EX. 18" SD
P
LA
N S
H E
E T
A N
D C
R O
S S
IN
G
D E
TA
IL
S
Sheet C-6
047549.001
Michael C. Scullion, P.E.
Registered Eng 70753
MCS
CLM
CLM
JANUARY 2024
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
1 2 3 4 5 6 7 8
D A
TE
R
E V
IS
IO
N
C
IT
Y O
F
LE
E S
B U
R G
, F
LO
R
ID
A
US 27
US 27
C R
M A
TC
H
LI
N
E J
J (S
TA
: 5
.9
5)
WALGREENS
US SR 27 BASELINE
EXISTING RIGHT
OF WAY (TYP.)
STA: 564+60.38, 85.00' RT
PROPOSED END OF
DIRECTIONAL BORE, TRANSITION
FROM 14" HDPE TO 12" PVC
STA: 560+77.00, 90.00' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
PROPOSED 12"
PVC WATER MAIN
N o rt h
S in cl ai r A ve
C er tif ic at e o f
A ut h o ri za tio n
N um b er
: 3
Fa x:
.3
.8
O ff ic e:
.3
.8
Ta va re s, F lo ri d a
PROPOSED ±134 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-9, BORE 11)
EXISTING EDGE
OF PAVEMENT
(TYP.) STA: 566+12.16, 79.93' RT
CONNECTION TO SR 27
WATER MAIN EXTENSION
COUNTY ROAD 48 TO
MIDDLESEX ROAD
EXISTING FIRE HYDRANT
US 27 Watermain A
MCDONALD'S
EXISTING FIRE
HYDRANT
FAIRWINDS
CREDIT UNION
CROSSING DETAIL 1 (SHEET C-1, PANEL A)
SCALE 1" = 5'
EXISTING GRADE
INV. EL. 82.07
AT CROSS PROPOSED 12"
WATER MAIN
" M
IN
3' M
IN.
3' M
IN.
CROSSING DETAIL 2 (SHEET C-3, PANEL A)
SCALE 1" = 5'
EXISTING GRADE
INV. EL. 84.49
AT CROSS
PROPOSED 12"
WATER MAIN12
" M
IN
3' M
IN
.3' M
IN.
CROSSING DETAIL 3 (SHEET C-4, PANEL A)
SCALE 1" = 5'
EXISTING GRADE
INV. EL. 74.06
AT CROSS
PROPOSED 12"
WATER MAIN12
" M
IN
3' M
IN.
3' M
IN.
CROSSING DETAIL 4 (SHEET C-4, PANEL A)
SCALE 1" = 5'
EXISTING GRADE
INV. EL. 82.90
AT CROSS
PROPOSED 12"
WATER MAIN
" M
IN
3' M
IN.
3' M
IN.
CROSSING DETAIL 5 (SHEET C-5, PANEL B)
SCALE 1" = 5'
EXISTING GRADE
INV. EL. 80.14
AT CROSS
PROPOSED 12"
WATER MAIN
" M
IN
3' M
IN.
3' M
IN.
CROSSING DETAIL 6 (SHEET C-6)
SCALE 1" = 5'
EXISTING GRADE
INV. EL. 75.99
AT CROSS
PROPOSED 12"
WATER MAIN12
" M
IN
3' M
IN.
3' M
IN.
SEE CROSSING
DETAIL 6 (SHEET C-6)
STA: ±560+36.40, 90.14' RT
PROPOSED 2" AIR
RELEASE VALVE
STA: 564+73.07, 85.00' RT
PROPOSED 12" 45° BEND
STA: 560+66.57, 90.00' RT
PROPOSED 12" GATE VALVE
w/VALVE BOX AND COLLAR
STA: 564+78.12, 80.00' RT
PROPOSED 12" 45° BEND
LEGEND
SANITARY SEWER LINE
CROSSING CONFLICT
STORM DRAIN LINE
CROSSING CONFLICT
GAS LINE CROSSING
CONFLICT
*INSTALL CONFLICT CROSSING,
PER LEESBURG DETAIL G-3, W-17
AT ALL MARKED CONFLICT AREAS
WATER LINE CROSSING
CONFLICTWM
SD
GAS
SAN
STA: 560+72.57, 90.03' RT
PROPOSED CONNECTION TO
EXISTING 1" WATER SERVICE
STA: 564+65.89, 85.00' RT
PROPOSED CONNECTION TO
EXISTING 2" WATER SERVICE
25.2'
.9
CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.
U S
H W
Y
M
A
IN
U P
G R
A D
E (C
R
TO
H
IG
H
LA
N D
L A
K E
S
EXISTING 6" PVC
WATER MAIN
(LOCATION VIA GIS)
EXISTING WATER
SERVICE
(LOCATION VIA GIS)
EXISTING 10" PVC
WATER MAIN
STA: 563+24.89, 89.97' RT
PROPOSED START OF
DIRECTIONAL BORE, TRANSITION
FROM 12" PVC TO 14" HDPE
STA: 562+78.61, 90.50' RT
PROPOSED END OF
DIRECTIONAL BORE, TRANSITION
FROM 14" HDPE TO 12" PVC
PROPOSED ±200 LF
DIRECTIONAL BORE, 14"
PE 4710, SDR 11 HDPE
(SHEET C-9, BORE 10)
A D
D E
N D
U M
7-
US 27 Water Main Replacement IFB 26-016-HG
ITEMIZED PRICE SCHEDULE REVISED DATE: 7/20/2026
Item # Description Quantity Unit Unit Price Total Price
Phase 1 1 Mobilization 1 LS $ $
2 Maintenance of Traffic 1 LS $ $ 3 Construction Staking/As-Built 1 LS $ $ 4 Pressure Test Water Line 1 LS $ $ 5 Density Testing 1 LS $ $
6 Disinfection/Bac-T Sampling 1 LS $ $
7 Erosion Control/Silt Fence 15,000 LF $ $
8 Open Cut & Repair Parking Lot 3,200 SY $ $ 9 6" C900 PVC Pipe 180 LF $ $ 10 6" Gate Valve & Box 3 EA $ $ 11 8" C900 PVC Pipe 230 LF $ $ 12 8" Gate Valve & Box 9 EA $ $ 13 10" C900 PVC Pipe 110 LF $ $
14 10" Gate Valve & Box 3 EA $ $
15 10" Tapping Sleeve and Valve 1 EA $ $
16 12" C900 PVC Pipe 12,210 LF $ $ 17 12" Gate Valve & Box 35 EA $ $ 18 12" DIP Fittings 1 LS $ $ 19 14" PE 4710 Directional Bore 5,640 LF $ $ 20 2" Air Release Valve and Vault 9 EA $ $
21 Water Service Connection 8 EA $ $
22 New Fire Hydrant Assembly - Complete 14 EA $ $
23 Connect to Existing WM 18 EA $ $ 24 Temporary Jumper Connection 1 EA $ $ 25 Restoration - Bahia Sod 15,000 SY $ $ 26 NPDES Permit 1 LS $ $
Total Project Costs (Base Bid) $
Additive Alternate 1 (Phase 2) Item # Description Quantity Unit Unit Price Total Price
1 Mobilization 1 LS $ $ 2 Maintenance of Traffic 1 LS $ $ 3 Construction Staking/As-Built 1 LS $ $ 4 Pressure Test Water Line 1 LS $ $ 5 Density Testing 1 LS $ $ 6 Disinfection/Bac-T Sampling 1 LS $ $ 7 Erosion Control/Silt Fence 12,000 LF $ $ 8 10" C900 PVC Pipe 24 LF $ $ 9 10" Gate Valve & Box 2 EA $ $
10 10" Tapping Sleeve and Valve 2 EA $ $ 11 12" C900 PVC Pipe 7,474 LF $ $ 12 12" Gate Valve & Box 20 EA $ $ 13 12" DIP Fittings 1 LS $ $ 14 14" PE 4710 Directional Bore 2,014 LF $ $ 15 2" Air Release Valve and Vault 7 EA $ $ 16 Water Service Connection 8 EA $ $ 17 New Fire Hydrant Assembly - Complete 11 EA $ $ 18 Connect to Existing WM 3 EA $ $ 19 Temporary Jumper Connection 1 EA $ $ 20 Restoration - Bahia Sod 12,000 SY $ $ 21 NPDES Permit 1 LS $ $
Total Costs (Additive Alternate Bid 1) $
Total Cost (Base Bid + Additive Alternate Bid)
Company Name: ______________________________________________________
Bidder Signature: ______________________________________________________
| US 27 Watermain Attachment B2 Phase 2 - Drawings revised 7.17.26.pdf |
| Sheets and Views |
| US 27 Watermain A-Plan Sheet 2 |
| US 27 Watermain A-Plan Sheet 3 |
| US 27 Watermain A-Plan Sheet 5 |
| US 27 Watermain A-Plan Sheet 6 |
| Cover Sheet, General notes and Details A-01 Cover Sheet |
File details come from the government source that posted it. Updated .