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 plan (Drawing M-101) for the Brevard County Utilities Mims Water Treatment Plant Mixing Improvements project, prepared by Black & Veatch Corporation. The drawing provides detailed mechanical plans for the Chlorine Contact Basin No. 1, featuring lower and operating level mechanical layouts that illustrate proposed modifications including new mixers in different zones, pipe relocations, valve installations, and access improvements. The plan includes specific technical details such as elevation measurements, pipe specifications (including 12" and 10" DIP pipes), new mixer placements, and modifications to existing infrastructure like sampling pipes, ammonia pipes, and chlorine solution pipes.
The drawing is part of a 90% submittal and is not yet approved for construction, indicating it is in the final design stages before actual implementation. Notable technical specifications include replacing existing ammonia piping, installing new chlorine solution pipes along the chamber's east wall, relocating sampling pipes, and adding new access hatches. The project involves precise infrastructure upgrades with specific requirements for pipe supports, wall penetrations, and structural modifications. The drawing includes several technical notes providing guidance on installation methods, material specifications, and coordination requirements for the contractor, with specific references to specification sections and approved materials like Sika Armatex 110 Epocem for filling existing handrail support anchor holes.
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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
LE
PL
O
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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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