25-8408_Exhibit_M-5_-_CCWRF_Bid_Alternate_Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- 25-8408
- Issued by
- Collier County, Florida
About this file
This is a bid alternate drawings exhibit for the Central County Water Reclamation Facility Expansion Project, prepared by Collier County Utilities in Estero, Florida. The document consists of enlarged yard piping plans (drawings D-108, D-109, and D-112) that illustrate the layout of reclaimed water infrastructure, including two reclaimed water storage tanks, a reclaimed water pump station, and associated piping systems with various pipe sizes ranging from 6 inches to 30 inches in diameter. The drawings indicate specific components included in bid alternates, such as reclaimed water storage tanks, pump station facilities, concrete slabs, piping (20-inch and 8-inch reclaimed water lines), light poles, conduit, and duct banks. The plans reference additional technical drawings (D-601 and D-602) for pipe fittings and crossing details and include coordinate locations and elevation data for system components. The drawings are dated April 28, 2025, through May 19, 2025, and were prepared by engineering firm TetraTech, with drawing scale set at 1 inch equals 10 feet.
The document clearly delineates the limits of bid alternate work through clouded areas on the plans, facilitating contractor understanding of scope boundaries. Key infrastructure elements are marked for connection and installation specifications, including connection points to existing potable water mains requiring field verification by contractors. The drawings serve as supplementary documentation to the main bid package for Bid No. 25-8408, with a sealed bid deadline of August 26, 2025, at 3:00 p.m. These plans enable prospective bidders to accurately assess the extent of piping work, storage tank installations, and related yard improvements necessary for the project's reclaimed water system expansion, supporting informed bidding for this major infrastructure development with an estimated budget of $133,524,873.
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Text version
10.87
RECLAIMED
WATER
STORAGE
TANK
NO.1
RECLAIMED
PUMP STATION
RECLAIMED
WATER
STORAGE
TANK
NO.2
295 LF 8" PVC @0.40%
SMH-9
4' MANHOLE
RIM EL.= 11.60 '
W. INV. = 4.36'
N:668766.03 E:425653.45
8" PW
6" D
R
6" D
R
8" R
C W
20" R
CW
8" NPW
30" RCW
" R
CW
D B
D B
D B
D B
D B
D B
D B
D B
D B
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D B
D B
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DB
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DBDB
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D B
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D B
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D B
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D B
D B
D B
D B
D B
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D B
D B
D B
D B
D B
DB DB DB DB
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DB
DB
DB
DB
DB
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D B
D B
D B
D B
D B
D B
D B
D B
D B
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D B
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DB
D B
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445 446
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Drawn By:
Project No.:
Designed By:
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D-108
EN
LA
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YA
R D
P
IP
IN
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P
LA
N
BLK
RLM
TW
N
SCALE:
5' 10' 20'
1'' = 10'
D-108
EN
LA
R G
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YA
R D
P
IP
IN
G
P
LA
N
BLK
RLM
TW
MATCHLINE SEE DRAWING D-112
M
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LI
N
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SE
E D
R
AW
IN
G
D -1
M
AT
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LI
N
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IN
G
D -1
NOTES:
1. SEE DRAWING D-601 AND
D-602 FOR PIPE FITTINGS
AND CROSSINGS TABLE.
20" RCW AND 8"
RCW PIPING
INCLUDED IN BID
ALTERNATE
RECLAIMED
WATER STORAGE
TANKS INCLUDED
IN BID
ALTERNATES
RECLAIMED
WATER PUMP
STATION,
CONCRETE
SLAB, AND
PIPING
INCLUDED IN BID
ALTERNATE
LIGHT POLE AND
CONDUIT
INCLUDED IN BID
ALTERNATE
DUCT BANK
INCLUDED IN BID
ALTERNATE
LIMITS OF
PAVING IN BID
ALTERNATE AT
DRIVEWAY
LIMITS OF DRAIN
LINE FOR BID
ALTERNATE -
INSTALL 6" MJ
CAP
LIMITS OF DRAIN
LINE FOR BID
ALTERNATE -
INSTALL 6" MJ
CAP
LIMITS OF 8"
NPW FOR BID
ALTERNATE -
INSTALL 8" MJ
CAP
LIMITS OF BID ALTERNATE
SHOWN IN CLOUDED
AREAS - THIS SHEET
11.81
10.86
11.15 xxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
8" PW
24" RCW
CONNECT TO EXISTING 10" POTABLE WATER
MAIN WITH 10"x8" TAPPING SLEEVE AND VALVE.
CONTRACTOR TO FIELD LOCATE AND VERIFY
TYPE, LOCATION AND SIZE.
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
DBDB
DBDB
DBDB
DB
DB
DB
DB
RIGHT-OF-WAY
TR
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PI
C
AN
A
BL
VD
PAVEMENT RESTORATION 3
D-508
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Designed By:
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EN
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D-109
EN
LA
R G
ED
YA
R D
P
IP
IN
G
P
LA
N
BLK
RLM
TW
N
SCALE:
5' 10' 20'
1'' = 10'
D-109
EN
LA
R G
ED
YA
R D
P
IP
IN
G
P
LA
N
BLK
RLM
TW
M
AT
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AW
IN
G
D -1
MATCHLINE SEE DRAWING D-113
NOTES:
1. SEE DRAWING D-601 AND
D-602 FOR PIPE FITTINGS
AND CROSSINGS TABLE.
LIMITS OF BID ALTERNATE
SHOWN IN CLOUDED
AREAS - THIS SHEET
24" RCW
INCLUDED IN BID
ALTERNATE
REJECT
WATER
STORAGE
TANK
NO.2
O
PE
R
AT
IO
N
S
BU
IL
D
IN
G
BLOWER
ROOM
TRANSFER/ REJECT
FLOW METER AND
CONTROL VALVE
ASSEMBLY
20" RW
" R
C W
6"
DR
20" REJ
18" INF
" R
EJ
6" DR
30" STUB OUT
FOR FUTURE
CONNECTION
30" STUB OUT
FOR FUTURE
CONNECTION
18" RJ
" I
N F
REJECT
WATER
STORAGE
TANK
NO.1
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
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DB
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DB
D B
D B
D B
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D B
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DB
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DB
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DB
DB
DB
DB
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DB
238 241
256255
184 186
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Drawn By:
Project No.:
Designed By:
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Bar Measures 1 inch
C op yr ig ht : T et ra
T ec h
200-08486-20013
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C O
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TE
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, F L
PH
O N
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(2
) 3
-1
FA
X:
(2
) 3
-1
BID SET
EN
G
IN
EE
R
IN
G B
U
SI
N
ES
S N
O . 2
D-112
EN
LA
R G
ED
YA
R D
P
IP
IN
G
P
LA
N
BLK
RLM
TW
N
SCALE:
5' 10' 20'
1'' = 10'
D-112
EN
LA
R G
ED
YA
R D
P
IP
IN
G
P
LA
N
BLK
RLM
TW
M
AT
C H
LI
N
E
SE
E D
R
AW
IN
G
D -1
MATCHLINE SEE DRAWING D-108
MATCHLINE SEE DRAWING D-116
M
AT
C H
LI
N
E
SE
E D
R
AW
IN
G
D -1
NOTES:
1. SEE DRAWING D-601 AND
D-602 FOR PIPE FITTINGS
AND CROSSINGS TABLE.
DUCT BANK AND
CONDUCTORS
TO RECLAIMED
WATER HSPS
INCLUDED IN BID
ALTERNATE
20" RCW
INCLUDED IN BID
ALTERNATE
20" MJ CAP (TO
BE REMOVED IN
BID ALTERNATE)
LIMITS OF BID ALTERNATE
SHOWN IN CLOUDED
AREAS - THIS SHEET
| 2025-05-22T18:33:18-0400 | |
| Tyler C Wainright |
File details come from the government source that posted it. Updated .