PLANS_Filter Media Replacement & Improvements_Apr 2026_d.pdf
PDF 23 MB Posted
- Solicitation number
- IFB-119019
- Issued by
- Frederick County, Virginia
About this file
This is a set of construction plans and specifications for the Gloucester County, Virginia Surface Water Treatment Plant Filter Media Replacement & Improvements project. The project involves replacing filter media in two 182-square-foot filtration basins, installing two new 18-inch flanged butterfly valves for filter influent, replacing four 14-inch mud valves with extension shafts and 2-inch square operating nuts for the clarifier effluent channel, and installing two new stop gate systems in the clarifier effluent troughs. The treatment plant is located at 712 Gum Rock Court, Newport News, Virginia 23606 and currently operates from 6:00 AM to 10:00 PM daily. The project requires replacement of filter media consisting of 24 inches of anthracite, 12 inches of silica sand, and 12 inches of gravel, as well as installation of new porcelain spheres for the Wheeler Bottom underdrain system. The contractor must coordinate all work with the plant owner and engineer at least 72 hours in advance, particularly regarding filter backwashing operations and any impacts to plant operations. Work must proceed sequentially with only one filter basin being worked on at any given time, and the first filter must be accepted and returned to regular service before work commences on the second filter.
The contractor is responsible for all means and methods related to filter media removal and installation, must provide written plans for these operations subject to owner and engineer review, and shall properly dispose of all removed equipment and materials off-site. The contractor may utilize existing power sources and water supplies at the treatment plant and may have access to limited indoor storage space in the existing reverse osmosis treatment building, subject to availability and coordination with plant operations. Temporary matting or other ground support is required for work in wet unpaved areas, and the contractor may request permission to work outside normal operating hours by submitting a written request at least 72 hours in advance. Plant staff will operate all valves, and the contractor must coordinate elevator use if needed, with a maximum weight capacity of 4,000 pounds. All work is subject to owner and engineer approval, and the sequence of construction may be modified by the contractor with appropriate authorization.
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Text version
SCALE = 1" = 2,000'
VICINITY MAP
NO.
DRAWING TITLE
COVER SHEET & DRAWING INDEX
GLOUCESTER COUNTY, VIRGINIA
SURFACE WATER TREATMENT PLANT
FILTER MEDIA REPLACEMENT & IMPROVEMENTS
712 GUM ROCK COURT - NEWPORT NEWS, VA 23606
PHONE: (757) 873-1534 FAX: (757) 873-2392
SCALE = 1" = 100'
LOCATION MAP
RO TREATMENT BUILDING
BEAVERDAM
RESERVOIR
GLOUCESTER COUNTY
SWTP
COVER
C1.0 FILTER BASIN PLAN & SECTIONS - DEMOLITION
C1.1
POTENTIAL MEDIA REMOVAL /
INSTALLATION OPERATIONS
POTENTIAL OUTDOOR
STORAGE AREA SECURITY ACCESS GATE
C0.1 BUILDING LAYOUTS, POTENTIAL CONTRACTOR STORAGE, AND SOC
SURFACE WATER TREATMENT PLANT
(SEE SHEET C0.1 FOR ADDITIONAL INFO)
POTENTIAL INDOOR STORAGE AREA
(SEE SHEET C0.1 FOR ADDITIONAL INFO)
GENERAL NOTES
CONTRACTOR MAY UTILIZE EXISTING POWER SOURCES AND WATER SUPPLIES AT THE WATER TREATMENT PLANT FOR WORK
AREAS. CONFIRM CONNECTIONS WITH OWNER PRIOR TO BEGINNING WORK.
ALL REMOVED EQUIPMENT AND MATERIALS SHALL BE PROPERLY DISPOSED OF OFF-SITE BY THE CONTRACTOR.
OWNER MAY HAVE AVAILABLE INDOOR STORAGE SPACE FOR SOME EQUIPMENT AND MATERIALS (SEE SHEET C0.1).
CONTRACTOR SHALL BE PREPARED AND RESPONSIBLE FOR ADDITIONAL STORAGE AS NEEDED FOR THEIR WORK. INDOOR STORAGE SPACE IS LIMITED AND SUBJECT TO PLANT OPERATIONS AND MAINTENANCE AS WELL AS OTHER WORK THAT MAY
BE OCCURRING BY OTHER CONTRACTORS (SEPARATE PROJECTS/CONTRACTS).
CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER AND ENGINEER AT LEAST 72 HOURS IN ADVANCE OF FILTER BACKWASHING. THE WATER PLANT HAS A LIMITED VOLUME OF WATER STORAGE ON-SITE, SO ADVANCED NOTICE IS REQUIRED TO ENSURE THE PLANT STAFF HAS SUFFICIENT WATER AVAILABLE FOR BACKWASHING FILTERS. WITH A LIMITED VOLUME OF WATER AVAILABLE, CONTRACTOR SHALL WORK WITH OWNER AND ENGINEER TO DEVELOP A PLAN FOR
SUSTAINING PLANT OPERATIONS AND TO MEET THE NEEDS FOR FILTER BACKWASHING.
THE GLOUCESTER COUNTY WATER TREATMENT PLANT TYPICALLY OPERATES FROM 6:00AM TO 10:00PM DAILY. THE CONTRACTOR SHALL ADVISE ON THEIR NORMAL WORKING HOURS AT THE PRE-CONSTRUCTION CONFERENCE. SUBJECT TO APPROVAL BY THE OWNER, THE CONTRACTOR MAY MAKE A WRITTEN REQUEST AT LEAST 72 HOURS IN ADVANCE TO THE
OWNER AND ENGINEER TO WORK OUTSIDE OF THE OWNER'S NORMAL WORKING HOURS.
POTENTIAL OUTDOOR STORAGE AND MEDIA/REMOVAL/OPERATIONS AREAS IN UNPAVED AREAS ARE KNOWN TO BE WET.
CONTRACTOR SHALL VERIFY SITE CONDITIONS IN ADVANCE OF BID AND PROVIDE TEMPORARY MATTING OR OTHER SUPPORT SUITABLE FOR CONTRACTOR'S WORK. CONTRACTOR MAY ALSO BE ABLE TO USE A PORTION OF THE PAVED AREAS ADJACENT TO THE PLANT, SUBJECT TO OWNER APPROVAL AND THEIR ABILITY TO MAINTAIN ACCESS AND MANEUVERABILITY FOR PLANT
DELIVERIES AND OPERATIONS.
PLANT STAFF SHALL OPERATE ALL VALVES.
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IFB# 26-022-CJ
APRIL 2026
FILTER BASIN PLAN & SECTIONS - NEW WORK
4/13/2026
PUBLIC UTILITIES DEPARTMENT
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712 GUM ROCK COURT - NEWPORT NEWS, VA 23606
PHONE: (757) 873-1534 FAX: (757) 873-2392
EPS
GLOUCESTER COUNTY, VIRGINIA APR 2026
10015SURFACE WATER TREATMENT PLANT
FILTER MEDIA REPLACEMENT & IMPROVEMENTS
BUILDING LAYOUTS,
C0.1
POTENTIAL CONTRACTOR
STORAGE AREA
12' H x 16' W ROLL-UP DOOR
POTENTIAL CONTRACTOR STORAGE, AND SOC
SEQUENCE OF CONSTRUCTION (SOC)
SUBJECT TO OWNER AND ENGINEER APPROVAL, CONTRACTOR MAY PROPOSE MODIFICATIONS TO THE SEQUENCE OF
CONSTRUCTION OR PORTIONS THEREOF.
MAINTAINING PLANT OPERATIONS IS CRITICAL AND ANY PLANNED SHUTDOWN OR IMPACT TO OPERATIONS MUST BE COORDINATED WITH OWNER AT LEAST 72 HOURS IN ADVANCE IN WRITING (E-MAIL ACCEPTABLE) AND WITH THE PLANT SUPERVISOR OR LEAD OPERATOR AT PH: 804-693-1484. EMERGENCY OR INADVERTENT IMPACTS TO OPERATIONS REQUIRES IMMEDIATE NOTICE TO PLANT STAFF AND IMMEDIATE CONTRACTOR RESPONSE TO RESTORE OPERATIONS.
WHEN READY TO BEGIN WORK (ALL EQUIPMENT, MATERIALS, TOOLS, ETC. ARE ON-HAND AND EQUIPMENT HAS BEEN PRE-ASSEMBLED TO THE GREATEST EXTENT POSSIBLE) AND SHUTDOWN COORDINATED AND SCHEDULED WITH OWNER. THE OWNER WILL INSPECT THE PRE-ASSEMBLED MATERIALS AND EQUIPMENT PRIOR TO BEGINNING WORK.
OWNER WILL LOWER THE WATER ELEVATIONS IN THE CLARIFIER BASINS. CONTRACTOR SHALL INSTALL THE STOP GATE SYSTEMS FOR BOTH CLARIFIER EFFLUENT CHANNELS. CONTRACTOR SHALL REMOVE AND REPLACE THE FOUR (4) MUD
VALVES IN THE COMBINED CLARIFIER EFFLUENT FLUME.
LEAVE THE STOP GATE IN FOR CLARIFIER NO. 1 AND CLOSE THE MUD VALVES FOR FILTER BASIN NO. 1.
REMOVE THE STOP GATE FOR CLARIFIER NO. 2 AND OPEN THE MUD VALVES FOR FILTER BASIN NO. 2.
OWNER WILL DRAIN FILTER BASIN NO.1.
TEST FILTER BASIN MUD VALVES FOR LEAKAGE BY OPENING THE 18-IN FILTER INFLUENT VALVE. IF LEAKAGE, THEN CLOSE THE FILTER INFLUENT VALVE AND ADDRESS MUD VALVE LEAKS UNTIL THEY ARE REPAIRED (I.E., NO WATER COMING THROUGH
THE 18-IN VALVE WHEN OPEN).
CLOSE THE 18-IN VALVE BEFORE PROCEEDING.
REMOVE THE SURFACE SWEEP AGITATOR ARM ASSEMBLY FROM FILTER BASIN.
BASED ON SUBMITTAL REVIEWED BY OWNER, ESTABLISH ACCEPTED SETUP AND PROCEDURES FOR FILTER MEDIA REMOVAL
OPERATIONS IN FILTER BASIN. COMMENCE WITH REMOVAL OPERATIONS.
WHEN FULLY REMOVED, THE COUNTY AND CONTRACTOR WILL INSPECT FILTER BASIN CONCRETE SURFACES AND WHEELER
BOTTOM UNDERDRAINS FOR CRACKS AND OTHER CONDITIONS THAT MAY REQUIRE REPAIR.
INSTALL NEW PORCELAIN SPHERES FOR WHEELER BOTTOM UNDERDRAIN SYSTEM IN ALL PYRAMIDS. INSPECT INSTALLATION.
WHEN ACCEPTED, PROCEED WITH FILTER MEDIA INSTALLATION.
BASED ON SUBMITTAL REVIEWED BY OWNER, ESTABLISH ACCEPTED SETUP AND PROCEDURES FOR FILTER MEDIA INSTALLATION OPERATIONS. COMMENCE WITH INSTALLATION OPERATIONS. REFER TO TECHNICAL SPECIFICATIONS FOR
ADDITIONAL INFORMATION AND DETAILS.
INSTALL NEW SURFACE SWEEP AGITATOR ARM ASSEMBLY IN FILTER BASIN.
REMOVE AND REPLACE FILTER INFLUENT VALVE AND ACTUATOR SYSTEM FOR FILTER BASIN (18-IN FL BUTTERFLY VALVE).
TEST FOR LEAKAGE BY OPENING ONE OF THE FILTER BASIN MUD VALVES WITH THE 18-IN VALVE CLOSED. IF LEAKAGE, CLOSE THE MUD VALVE AND ADDRESS THE 18-IN VALVE LEAK UNTIL REPAIRED (I.E., NO WATER COMING THROUGH THE 18-IN VALVE
WHEN CLOSED).
OWNER WILL TEST FILTER OPERATIONS WITH NEW MEDIA, FILTER INFLUENT VALVE, AND SURFACE SWEEP AGITATOR ARM ASSEMBLY. SUCH TESTS WILL INCLUDE INSPECTIONS, FUNCTIONAL OPERATIONS, AND EFFLUENT WATER MEETING ALL
REQUIRED STANDARDS.
UPON ACCEPTANCE OF THE FILTER NO. 1 WORK, OWNER WILL CONFIRM CONTRACTOR MAY COMMENCE WITH FILTER NO. 2
WORK.
PLACE STOP GATE FOR CLARIFIER NO. 2.
OWNER WILL DRAIN FILTER BASIN NO. 2.
REPEAT TASKS 6 THRU 15 ABOVE.
UPON ACCEPTANCE OF FILTER NO. 2 WORK, CONTRACTOR SHALL COMMENCE WITH CLEANUP AND DEMOBILIZATION.
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MCC
CONSTRUCTION NOTES
OWNER MAY HAVE AVAILABLE INDOOR STORAGE SPACE FOR SOME EQUIPMENT AND MATERIALS IN THE EXISTING R.O.
TREATMENT BUILDING. CONTRACTOR SHALL BE PREPARED AND RESPONSIBLE FOR ADDITIONAL STORAGE AS NEEDED FOR THEIR WORK. INDOOR STORAGE SPACE IS LIMITED AND SUBJECT TO PLANT OPERATIONS AND MAINTENANCE AS WELL AS OTHER WORK THAT MAY BE OCCURRING BY OTHER CONTRACTORS (SEPARATE PROJECTS/CONTRACTS).
COORDINATE USE OF ELEVATOR WITH PLANT STAFF, IF NEEDED. MAX WEIGHT FOR ELEVATOR IS 4,000 LBS.
R.O. TREATMENT BUILDING
N.T.S.
(MAX FLOOR LOAD: 100 PSF) (MAX FLOOR LOAD: 100 PSF)N.T.S. N.T.S.
EXT
DOOR
ELEV
2 DBL
DOORS
DBL
DOORS
STAIRS
STAIRS
ELEV
FILTER
No. 1
FILTER
No.
EXT
DOOR
SWTP FIRST FLOOR PLAN (FLR. EL. 67.50'±) SWTP SECOND FLOOR PLAN (FLR. EL. 82.84'±)
FILTER CONSOLE
PANEL Q1
PANEL Q1
(EXISTING LOCATION)
(PROPOSED
NEW LOCATION)
4/13/2026
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SCALE: 1/4" = 1'-0"
EL. 82.83'
24"
12" 12"
5'-5"
2"
13'-6"
CONCRETE
BEAM
9'-0"± CEILING
11'-0"±
WHEELER BOTTOM
UNDERDRAIN (TO REMAIN)
CLARIFIER NO. 1
PUBLIC UTILITIES DEPARTMENT
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712 GUM ROCK COURT - NEWPORT NEWS, VA 23606
PHONE: (757) 873-1534 FAX: (757) 873-2392
EPS
GLOUCESTER COUNTY, VIRGINIA APR 2026
10015
C1.0 C1.0
SURFACE WATER TREATMENT PLANT
FILTER MEDIA REPLACEMENT & IMPROVEMENTS
FILTER BASIN PLAN & SECTIONS - DEMOLITION
PLAN VIEW - DEMO
TYP OF 2 CHANNEL SECTION - DEMO
SCALE: 3/16" = 1'-0"
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
C1.0 C1.0
W.L. EL. 81.58'
LC EL. 74.83'
EL. 82.83'
EL. 79.83'
EL. 70.83'
HANDRAIL, TYP.
FILTER GULLET NO. 1
FILTER GULLET NO. 2
24" DIA. MH FRAME & COVER FOR
ACCESS TO MUD VALVES, TYP.
(EXISTING, TO REMAIN)
CLARIFIER NO. 2
HANDRAIL
ANTHRACITE
SAND
GRAVEL
FILTER NO. 1
FILTER NO. 2
C1.0
C1.0 C1.0
C1.0 C1.0
DEMOLITION NOTES
REMOVE EXISTING 14-IN MUD VALVE, EXTENDED SHAFT WITH 2-IN SQ OPERATING NUT. EXISTING FLOOR BOX AND FLOOR OPENING TO REMAIN. CLEAN/PREP FOR NEW MUD VALVE INSTALLATION. (QTY: 4)
REMOVE EXISTING 18-IN FL BUTTERFLY VALVE. REMOVE EXISTING SHAFT, SUPPORTS, AND HYDRAULIC ACTUATOR AND PEDESTAL. PREP/CLEAN EXISTING FLANGE TO INSTALL NEW VALVE. (QTY: 2) EXISTING
HOLE IN CONCRETE FLOOR SLAB TO REMAIN.
REMOVE EXISTING SURFACE SWEEP AGITATOR ARM ASSEMBLY UP TO JOINT CONNECTION TO WATER
LINE. CLEAN/PREP CONNECTION FOR NEW SURFACE AGITATOR ARM ASSEMBLY (QTY: 2)
REMOVE EXISTING FILTER MEDIA (24-IN ANTHRACITE, 12-IN SILICA SAND, 12-IN GRAVEL). CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS & METHODS FOR THE REMOVAL OF THE FILTER MEDIA.
CONTRACTOR SHALL PROVIDE A WRITTEN PLAN FOR THE FILTER MEDIA REMOVAL (AND INSTALLATION) OPERATIONS. OWNER AND ENGINEER WILL REVIEW TO CONFIRM THE OPERATIONS DO NOT NEGATIVELY IMPACT ON-GOING PLANT OPERATIONS. CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH THE OWNER AND ENGINEER WHEN READY TO COMMENCE WITH THE REMOVAL OPERATIONS. (QTY: 2 FILTERS)
REMOVE ALL EXISTING PORCELAIN SPHERES FROM WHEELER BOTTOM UNDERDRAIN.
UNLESS OTHERWISE APPROVED BY THE OWNER, ONLY ONE FILTER BASIN SHALL BE WORKED ON AT ANY GIVEN TIME. WHEN THE WORK FOR FIRST FILTER IS COMPLETE, ACCEPTED BY THE OWNER AND ENGINEER, AND PLACED BACK INTO REGULAR SERVICE, THEN THE CONTRACTOR SHALL BE ALLOWED TO
COMMENCE WITH WORK ON THE SECOND FILTER.
SEE ENLARGED VIEW OF WHEELER BOTTOM UNDERDRAINS AND ARRANGEMENT OF PORCELAIN SPHERES
ON SHEET C1.1.
DISCONNECT CONTROL/SIGNAL WIRING FROM CONTROLLER ON TOP OF VALVE ACTUATOR. MAINTAIN CONDUIT AND WIRING CONNECTED TO THE EXISTING FILTER CONSOLE AND CONNECT TO NEW ELECTRIC
VALVE ACTUATOR.
FOR THE FILTER BASIN OUT OF SERVICE ONLY, CLOSE THE SHUT-OFF VALVE TO THE HYDRAULIC (WATER) ACTUATOR FOR THAT INFLUENT FILTER VALVE. CONFIRM WITH PLANT STAFF. WHEN WORK FOR THE NEW VALVE ACTUATOR IS COMPLETE, DISCONNECT AND REMOVE WATER PIPING, HOSING, FITTINGS, AND
APPURTENANCES UP TO THE SHUT-OFF VALVE.
REMOVE 14" MUD VALVE WITH
EXTENDED SHAFT AND 2" SQ.
OPERATING NUT, TYP. OF 4
REMOVE 18" FL BUTTERFLY
VALVE TYP. OF 2
FILTER BASIN SECTION - DEMO, CLARIFIER EFFLUENT
13'-6"
13-6"
13-6"
HA
FILTER GULLET
FILTER GULLET
2CLARIFIER
FILTER
CONSOLE
4/13/2026
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SCALE: 1/4" = 1'-0"
1.25"1.25"1.25"
1.25" 1.25"
1.25"1.25"1.25"
1 3/8"
1.25"1.25"1.25"
3"3"
3" 3"
3"
3"3"
P
YR
AM
ID
S
" O
.C
'-9
2"
2"13 PYRAMIDS 12" O.C.
12'-9" 13'-6"
2'-0"2'-0"
EL. 82.83'
5'-5"
2"
13'-6"
FILTER NO. 2
FILTER NO. 1
CONCRETE
BEAM
9'-0"± CEILING
11'-0"±
PUBLIC UTILITIES DEPARTMENT
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712 GUM ROCK COURT - NEWPORT NEWS, VA 23606
PHONE: (757) 873-1534 FAX: (757) 873-2392
EPS
GLOUCESTER COUNTY, VIRGINIA APR 2026
10015SURFACE WATER TREATMENT PLANT
FILTER MEDIA REPLACEMENT & IMPROVEMENTS
FILTER BASIN PLAN & SECTIONS - NEW WORK
WHEELER BOTTOM PYRAMID
SCALE: 6" = 1'-0"
C1.1
3/4" SQ
5 1/2"
9"
9"
EACH PYRAMID HAS:
5 x 3" SPHERES 8 x 1 1/4" SPHERES 1 x 1 3/8" SPHERES
(TYP OF 2)
SCALE: 1/4" = 1'-0"
W.L. EL. 81.58'
EL. 82.83'
SECTION - NEW WORK
SCALE: 1/2" = 1'-0"
CLARIFIER NO. 1 CLARIFIER NO. 2
24" W x 32" H ALUMINUM STOP GATE, CHANNEL MOUNTED, TYP. OF 2
(SEE STOP GATE DETAILS ABOVE)
HANDRAIL, TYP.
12" COLLECTION
LATERAL, TYP.
6 6
C1.0 C1.1
WHEELER UNDERDRAIN FILTER BOTTOMENLARGED PLAN & SECTION OF TYPICAL CLARIFIER EFFLUENT CHANNEL
STOP GATE DETAILS
N.T.S.
ANTHRACITE
SAND
GRAVEL
CLARIFIER NO. 1
CLARIFIER NO. 2
24"
12" 12"
W.L. EL. 81.58'
C1.0 C1.0
GRATING4
C1.0 C1.0
PLAN VIEW - NEW WORK
NEW WORK, TYP OF 2 SECTION - NEW WORK
SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
SCALE: 3/16" = 1'-0"
FILTER GULLET NO. 1
FILTER GULLET NO. 2
C1.0 C1.0
LC EL. 74.83'
EL. 82.83'
EL. 79.83'
EL. 70.83'
HANDRAIL
18"±
HANDRAIL
24" W x 32" H ALUMINUM STOP GATE, CHANNEL MOUNTED, TYP. OF 2
24" W x 22" H ALUMINUM
STOP GATE, CHANNEL
MOUNTED, TYP. OF 2
(SEE DETAILS ON
SHEET C1.1)
C1.0 C1.0
C1.0 C1.0
1 2
NEW WORK NOTES
INSTALL NEW 14-IN MUD VALVE, EXTENDED SHAFT WITH 2-IN SQ
OPERATING NUT. INSTALL IN SAME LOCATION AS REMOVED MUD
VALVE UTILIZING EXISTING FLOOR BOX AND FLOOR OPENING.
(QTY: 4)
INSTALL NEW 18-IN FL BUTTERFLY VALVE ALONG WITH NEW SHAFT
AND SUPPORTS AS WELL AS A NEW ELECTRIC MOTOR ACTUATOR
WITH PEDESTAL SUPPORT (QTY: 2) USE EXISTING HOLE IN
CONCRETE FLOOR SLAB TO CONNECT SHAFT TO ACTUATOR AND
VALVE.
INSTALL NEW PORCELAIN SPHERES FOR THE WHEELER BOTTOM
UNDERDRAINS.
INSTALL NEW FILTER MEDIA (24-IN ANTHRACITE, 12-IN SILICA SAND,
12-IN GRAVEL). CONTRACTOR SHALL BE RESPONSIBLE FOR THE
MEANS & METHODS FOR THE INSTALLATION OF THE FILTER MEDIA.
CONTRACTOR SHALL PROVIDE A WRITTEN PLAN FOR THE FILTER
MEDIA INSTALLATION OPERATIONS. OWNER AND ENGINEER WILL
REVIEW TO CONFIRM THE OPERATIONS DO NOT NEGATIVELY
IMPACT ON-GOING PLANT OPERATIONS. CONTRACTOR SHALL
COORDINATE AND SCHEDULE WITH THE OWNER AND ENGINEER
WHEN READY TO COMMENCE WITH THE INSTALLATION
OPERATIONS. (QTY: 2 FILTERS)
INSTALL NEW SURFACE SWEEP AGITATOR ARM ASSEMBLY.
CONTRACTOR SHALL FURNISH & INSTALL THE MATERIALS AND
APPURTENANCES NECESSARY TO COMPLETE THE CONNECTION
AND INSTALLATION.
CONTRACTOR SHALL FURNISH & INSTALL A NEW
CHANNEL-MOUNTED ALUMINUM STOP GATE SYSTEM (24-IN WIDE X
32-IN HIGH) IN EACH CLARIFIER EFFLUENT FLUME. CONTRACTOR
SHALL FURNISH & INSTALL THE MATERIALS AND APPURTENANCES
NECESSARY TO COMPLETE THE INSTALLATION. (QTY: 2)
UNLESS OTHERWISE APPROVED BY THE OWNER, ONLY ONE
FILTER BASIN SHALL BE WORKED ON AT ANY GIVEN TIME. WHEN
THE WORK FOR FIRST FILTER IS COMPLETE, ACCEPTED BY THE
OWNER AND ENGINEER, AND PLACED BACK INTO REGULAR
SERVICE, THEN THE CONTRACTOR SHALL BE ALLOWED TO
COMMENCE WITH WORK ON THE SECOND FILTER.
SEE ENLARGED VIEW OF WHEELER BOTTOM UNDERDRAINS AND
ARRANGEMENT OF PORCELAIN SPHERES ON SHEET C1.1.
CONNECT EXISTING CONTROL/SIGNAL WIRING TO NEW ELECTRIC
VALVE ACTUATOR. FILTER CONSOLE HAS INDICATOR LIGHTS TO
SHOW THE VALVE POSITION 'OPEN' OR 'CLOSED'.
FURNISH AND INSTALL NEW CONDUIT AND WIRING FOR EACH NEW
ELECTRIC VALVE ACTUATOR (2 TOTAL). CONDUIT AND SUPPORTS
SHALL BE ALUMINUM. 3 #12 + 1 #12 G IN 3/4-IN CONDUIT. CORE
DRILL THROUGH THE CONCRETE FLOOR TO THE FIRST FLOOR AND
CONTINUE INSTALLING CONDUIT TO PANEL Q1 (EXISTING
LOCATION). CONNECT NEW FILTER NO. 1 INFLUENT VALVE
ACTUATOR CIRCUIT TO EXISTING 20A/3P CIRCUIT BREAKER IN
SPACES 37, 39, 41 OF EXISTING PANEL Q1. REMOVE EXISTING
20A/1P CIRCUIT BREAKER IN SPACE 38 OF EXISTING PANEL Q1,
AND FURNISH AND INSTALL A 20A/3P CIRCUIT BREAKER, RATED
FOR 22 KAIC, IN SPACES 38, 40, 42 IN EXISTING PANEL Q1 TO
SERVE THE NEW FILTER NO. 2 INFLUENT VALVE ACTUATOR
CIRCUIT. UPDATE PANELBOARD LABEL WHEN WORK IS COMPLETE.
TASK 3 OF THE MCC REPLACEMENT MAY BE OCCURING
CONCURRENTLY WITH THIS WORK (UNDER A SEPARATE
CONTRACT WITH OTHER CONTRACTOR), SO THE FILTER MEDIA
PROJECT CONTRACTOR SHALL COORDINATE WORK TO CONFIRM
THE LOCATION OF PANEL Q1 AT THE TIME THE WORK IS TO BE
PERFORMED.
NEW 14 MUD VALVE WITH
EXTENDED SHAFT AND 2" SQ.
OPERATING NUT, TYP OF 4
INSTALL NEW 18" FL BUTTERFLY
VALVE, TYP OF 2
8FILTER BASIN SECTION - CLARIFIER EFFLUENT CHANNEL
(SEE DETAILS ON SHEET C1.1)
FILTER GULLET
EMA
CLARIFIER
EL. 78.33'
TO PANEL Q1 IN MCC ROOM
(SEE SHEET C0.1)
FILTER
CONSOLE
4/13/2026
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SCALE: 1/4" = 1'-0"
A
| Sheets and Views |
| COVER SHEET FILTER MEDIA IMP - COVER |
| C0.1 |
| C1.0 |
| C1.1 |
| 2026-04-14T08:50:03-0400 | |
| Gerald S Wright |
| 2026-04-14T08:51:14-0400 | |
| Gerald S Wright |
| 2026-04-14T08:51:58-0400 | |
| Gerald S Wright |
| 2026-04-14T08:52:38-0400 | |
| Gerald S Wright |
File details come from the government source that posted it. Updated .