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
These documents are engineering design drawings for the Central County Water Reclamation Facility Expansion project by Collier County Utilities, located in Estero, Florida. The drawings (specifically sheets D-108, D-109, and D-112) detail an enlarged yard piping plan for reclaimed water infrastructure, including two reclaimed water storage tanks, a reclaimed water pump station, and associated piping systems. The project includes multiple bid alternate components such as 20" and 24" reclaimed water (RCW) piping, duct banks, light pole and conduit installations, and various connections to existing water mains.
The drawings indicate a comprehensive water infrastructure expansion with specific technical details about pipe routing, tank locations, and connection points. The project appears to have multiple bid alternate sections that allow for phased or modular implementation, giving the county flexibility in project execution. The design includes provisions for future connections, such as 30" stub outs, and involves complex piping networks including potable water (PW), reclaimed water (RCW), drain lines (DR), and reject water systems. The design is prepared by Tetra Tech, with the project number 200-08486-20013, and is part of a bid set for engineering business.
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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
D B
D B
D B
D B
D B
D B
D B
DB
DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB
DBDB
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
D B
D B
D B
D B
D B
D B
D B
DB DB DB DB
D B
DB
DB
DB
DB
DB
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
D B
DB
DB
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
DB
DB
DB
DB
DB DB
445 446
Checked By:
Drawn By:
Project No.:
Designed By:
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Bar Measures 1 inch
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200-08486-20013
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BID SET
EN
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G B
U
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N
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D-108
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-108
EN
LA
R G
ED
YA
R D
P
IP
IN
G
P
LA
N
BLK
RLM
TW
MATCHLINE SEE DRAWING D-112
M
AT
C H
LI
N
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SE
E D
R
AW
IN
G
D -1
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.
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
O
PI
C
AN
A
BL
VD
PAVEMENT RESTORATION 3
D-508
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Drawn By:
Project No.:
Designed By:
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Bar Measures 1 inch
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200-08486-20013
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EN
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IN
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U
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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
C H
LI
N
E
SE
E D
R
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
DB DB DB DB DB
DB
DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB
D B
DB
D B
D B
D B
D B
D B
DBDBDBDBDBDBDB
DB
D B
DB
DB
DB
D B
D B
D B
D B
D B
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB
DB
DBDBDBDBDBDBDBDB
DB
DB
DB
DB
DB
DB
DB
D B
DB
238 241
256255
184 186
Checked By:
Drawn By:
Project No.:
Designed By:
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.D W
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S, R
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A
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2 3 4 5 6 7
Bar Measures 1 inch
C op yr ig ht : T et ra
T ec h
200-08486-20013
C
EN
TR
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C O
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W
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LA
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FA
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UN
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C
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T
W
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, S U
IT
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TE
R O
, F L
PH
O N
E:
(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 .