M-102.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
This mechanical engineering drawing (M-102) is for the Brevard County Utilities Mims Water Treatment Plant Mixing Improvements project, specifically detailing the Chlorine Contact Basin No. 2 plan and section. The document illustrates a comprehensive plan for infrastructure modifications, including installing new mixers in different basin zones, replacing chlorine and ammonia injection piping, installing new flow meters, gate valves, and access hatch doors, and relocating existing sampling and pH equipment. The plan involves work in multiple zones (Zones 1-4) with precise elevation specifications and includes detailed notes about piping replacements, support requirements, and construction sequencing.
The drawing provides technical specifications for a 90% submittal stage, indicating the project is not yet finalized for construction. Key technical elements include new 12-inch and 10-inch ductile iron pipes (DIP), link seals, mixer supports, and motor installations. The document specifies specific installation requirements such as pipe support methods, replacement of existing infrastructure, and coordination requirements for contractors. Notably, the drawing includes specific product specifications like a Halliday access hatch door and requirements for filling existing handrail support anchor holes with specialized epoxy material. The drawing is part of a larger set of documents for the water treatment plant improvement project, prepared by Black & Veatch Corporation for Brevard County Utilities.
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Text version
EXISTING
1" CS
EXISTING
DRAIN
EXISTING
CO2 DIFFUSER
M-102 M-102
NEW 12" DIP
CL EL 45.42'
LINK SEAL B
M-501
LINK SEAL
NEW CL2
DIFFUSER
B M-501
EXISTING ADJUSTABLE
WEIR GATE
ZONE 4
ZONE 3 ZONE 2 ZONE 1
C M-501
VALVE BOX
EXISTING
6" pH SENSER CONN
EXISTING HATCH
TO REMAIN
M-102
M-102
EXISTING
HANDRAIL (TYP)
EXISTING
SAMPLING
PUMP
EXISTING FILTER
FLOW INDICATOR
EXISTING
ADJUSTABLE
WEIR GATE
RELOCATED
SAMPLING PIPE
(NOTE 4)
NEW 1/2" CPVC
AMMONIA PIPE
(NOTE 5)
RELOCATED EXISTING
pH TRANSMITTER
NEW ACCESS
HATCH DOOR
(NOTE 7)
HB
1" PW
MIXER
MIXER SUPPORT MIXER
MIXER SUPPORT
REMOVABLE ENCLOSUREA
M-501
A M-501
REMOVABLE ENCLOSURE
MXP-202
MXP-201
NEW
10" DIP
CL EL 45.42'
NEW 10"
FLOW METER
EL 48.95'
EL 37.20'
3' -1
2' -2
6"
NEW
MIXER
CL
MIXER SUPPORT
STRUCTURE (TYP)
6' -9
NEW
MIXER
CL
8'-4"±
4'-6"
2' -1
4' -9
1/2" PE AMMONIA
PIPE (NOTE 2)
NEW 1" CPVC
CHLORINE
(NOTE 3)
EL 48.45'
CL EL 29.23'
CL EL 47.95'
LINK SEAL B
M-501
EL 36.41'
NEW 12" x 10"
REDUCING 90°
BEND (FLG)
NEW 12" x 10"
REDUCING BEND
(MECHANICAL JOINT)
CL EL 41.20'
NEW SIDE MOUNTED
HANDRAIL, SEE DWG S-503
ZONE 4
ZONE 3
ZONE 2
ZONE 1
A M-501
REMOVABLE ENCLOSURE
REMOVABLE ENCLOSURE
NEW 10"
GATE VALVE
CL EL 34.20'
A M-501
EL = 44.71'
NEW
12" DIP
3' -1
0"
3' -0
MIXER MOTOR
MIXER MOTOR
MXP-202
MXP-201
NEW ACCESS
HATCH DOOR
(NOTE 7)
GV-3
(NOTE 8)
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
030030CBD-C).
7. FILL EXISTING HANDRAILS SUPPORT ANCHOR
HOLES SIKA ARMATEC 110 EPOCEM OR
APPROVED EQUAL.
12" 6" 0 7'6'5'4'3'2'1'
3/8"=1'-0"
SEE DRAWING
C-101 FOR
CONTINUATION
SECTION1
- 3/8" = 1'-0"
LOWER LEVEL - MECHANICAL PLAN
3/8" = 1'-0"
OPERATING LEVEL - MECHANICAL PLAN
3/8" = 1'-0"
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
TT
ED
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
JUNE 2024
M-102
MECHANICAL
CHLORINE CONTACT
BASIN NO.2 PLAN AND
SECTION
RS
HK
RE
RS
ADDENDUM NO. 1
04/25 ISSUED WITH MODIFICATION PER1
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