M-101.pdf
PDF 1 MB Posted
- Attached to
- Mims Water Treatment Plant Mixing Improvement
- Solicitation number
- B-7-25-41
- Issued by
- Brevard County, Miramar Beach CDP, Florida
About this file
The document is a mechanical engineering drawing (M-101) for the Brevard County Utilities Mims Water Treatment Plant Mixing Improvements project, prepared by Black & Veatch Corporation. The drawing provides a detailed mechanical plan for the Chlorine Contact Basin No. 1, showing lower and operating level mechanical layouts with specific infrastructure modifications. Key improvements include installing new mixers in different zones, replacing chlorine and ammonia injection piping, adding new access hatches, relocating sampling pipes, and implementing new flow meters and valves. The drawing is marked as a 90% submittal and is not for construction, indicating it is a near-final design document for review.
The drawing includes multiple technical notes detailing specific implementation requirements, such as replacing existing ammonia piping, installing chlorine solution pipes along the chamber's east wall, and specifying precise installation guidelines for various components. Elevation details are carefully marked, showing precise placement of new infrastructure elements like 12-inch and 10-inch pipes, mixers, and valve locations. The document is part of a comprehensive upgrade to the water treatment facility's mixing infrastructure, with careful attention to mechanical positioning, pipe routing, and structural integration. The drawing is part of the project's technical documentation and will serve as a critical reference for contractors during the actual construction phase of the Mims Water Treatment Plant improvements.
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Text version
LINK SEAL
SEE DRAWING
C-101 FOR
CONTINUATION
NEW 1"
CHLORINE
(NOTE 2)
LINK SEAL
VALVE BOX
B M-501
B M-501
C M-501
M-101
M-101
ZONE 4
ZONE 1 ZONE 2 ZONE 3
NEW 12" DIP
CL EL 45.25'
10'-6"
RELOCATED
SAMPLING PIPE
(NOTE 4)
NEW 1/2" AMMONIA
PIPE (NOTE 5)
EXISTING
SAMPLING
PUMP
MIXER
MIXER SUPPORT
MIXER
MIXER SUPPORT
LINK SEAL REMOVABLE ENCLOSUREREMOVABLE ENCLOSURE A
M-501
A M-501
M-101
M-101
EXISTING HATCH
TO REMAIN
NEW ACCESS
HATCH DOOR
(NOTE 7)
EXISTING 6" pH
SENSOR CONN
MXP-102MXP-101
EL 44.71'
EL 48.54' 6"
CL EL 29.23'
NEW 12" x 10"
REDUCING 90°
BEND (FLG)
NEW
10" DIP
CL EL 45.25'
NEW 10"
FLOW METER
EL 49.04'
6' -9
NEW
MIXER
CL
6'-0"
2' -1
4' -9
NEW 1/2" PE AMMONIA
PIPE (NOTE 2)
NEW 1" CPVC
CHLORINE
(NOTE 3)
CL EL 47.54'
LINK SEAL
10'-6"
EXISTING CO2 DIFFUSER
EL 38.00'
EL 37.84'
10" GATE VALVE
EL 34.30'
NEW 12" X 10"
REDUCING BEND
(MECHANICAL JOINT)
EL 36.47'
CL EL 41.30'
NEW SIDE MOUNTED
HANDRAIL, SEE DWG S-503
ZONE 4
ZONE 3
ZONE 2
ZONE 1
B M-501
A M-501 A
M-501
REMOVABLE ENCLOSURE
REMOVABLE ENCLOSURE
GV-4
NEW
12" DIP
3' -1
2' -2
NEW
MIXER
CL MIXER SUPPORT
STRUCTURE (TYP)
3' -0
MIXER MOTOR MIXER MOTOR
MXP-101
MXP-102
NEW ACCESS
HATCH DOOR
(NOTE 7)
(NOTE 8)
3' -1
0"
12" 6" 0 7'6'5'4'3'2'1'
3/8"=1'-0"
SECTION1
- 3/8" = 1'-0"
LOWER LEVEL - MECHANICAL PLAN
3/8" = 1'-0"
OPERATING LEVEL - MECHANICAL PLAN
3/8" = 1'-0"
NOTES:
1. REPLACE EXISTING AMMONIA PIPING WITH NEW
PIPING OF THE SAME SIZE AND CONFIGURATION
AS THE EXISTING.
2. INSTALL 1" CHLORINE SOLUTION PIPE ALONG
THE INSIDE OF THE CHLORINE CONTACT
CHAMBER EAST WALL. REFER TO
SPECIFICATION SECTION 15140 FOR PIPE
SUPPORT REQUIREMENTS.
3. RELOCATE SAMPLING PIPE ALONG THE OUTSIDE
WALL. REFER TO SPECIFICATION SECTION 15140
FOR PIPE SUPPORT REQUIREMENTS.
CONTRACTOR TO COORDINATE PIPE
INSTALLATION WITH HANDRAIL WALL SUPPORTS.
4. REPLACE EXISTING 1/2" AMMONIA PIPE FROM
GROUND ELEVATION UP TO EXISTING PIPE
PENETRATION.
5. WORKS ASSOCIATED WITH THE IMPROVEMENTS
TO CHLORINE CONTACT CHAMBER NUMBER 2
SHALL CONFORM TO REQUIREMENTS OF
SPECIFICATION 01900 CONSTRUCTION
SEQUENCE.
6. CONTRACTOR SHALL SUPPLY AND INSTALL
HALLIDAY ACCESS HATCH DOOR (PART NUMBER
0300030CBD-C).
7. FILL EXISTING HANDRAILS SUPPORT ANCHOR
HOLES WITH SIKA ARMATEX 110 EPOCEM OR
APPROVED EQUAL.
APPROVED:
DESIGNED:
DETAILED:
CHECKED:
DATE:
REVISIONS AND RECORD OF ISSUE
OF
PROJECT NO.:
43211/20(SCALE BAR IS 4" AT FULL SCALE)
SUBCONSULTANT:
G
FI
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PL
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Certificate No. 8132 201 South Orange Avenue, Suite 500
Orlando, Florida 32801
Black & Veatch Corporation
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BREVARD COUNTY
UTILITIES MIMS WTP
MIXING IMPROVEMENTS
416085
90% SUBMITTAL
NOT FOR
CONSTRUCTION
AUGUST 2024
M-101
MECHANICAL
CHLORINE CONTACT
BASIN NO.1 PLAN AND
SECTION
RS
HK
RE
RS
ADDENDUM NO. 1
04/25 ISSUED WITH MODIFICATION PER1
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