DWGS 23403.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ 171 260000000280 1
- Issued by
- Clinton County, Michigan
About this file
This file contains construction plans for the Michigan Department of Natural Resources and the Michigan Department of Technology, Management and Budget for the installation of effluent flowmeters and vaults at Hartwick Pines State Park in Grayling, Michigan. The project involves the installation of new effluent flowmeters with Badger Meter M2000 magnetic flow instruments, concrete vaults with casting and lids, approximately 80 to 104 linear feet of electrical conduit, electrical wiring and components, and comprehensive restoration of disturbed areas. Two project locations are specified: the Day Use Area, which includes a 6-foot diameter concrete manhole with one 3-inch diameter flowmeter, and the Visitors Center #2 location, which includes an 8-foot diameter concrete manhole with two 6-inch diameter flowmeters. The construction documents are dated for bidding as of May 1, 2026, with a preliminary issue date of March 13, 2026. Project contacts include Chris Schanbeck as MDTMB Project Director and Quinn Ridley, P.E. of Wade Trim, Inc. as the design engineer.
The contractor is responsible for obtaining all necessary permits, conducting utility locating through MISS DIG, managing soil erosion and sedimentation control in compliance with Michigan Part 91 regulations, dust control, tree protection, and restoration of all disturbed areas including drives, signs, landscaping, and plantings within one year of project completion. The contractor must submit shop drawings, maintain as-built drawings with exact dimensions and elevations for underground work, furnish two copies of operation and maintenance manuals in three-ring binders, arrange manufacturer startup services in the presence of the owner and engineer, and provide a one-year guarantee on all equipment, materials, and workmanship from the date of equipment startup or final project acceptance, whichever occurs first. All work is to be incidental to the construction contract except for specifically identified pay items. The existing 3-inch and 6-inch diameter PVC and ductile iron force mains must remain operational during construction until flowmeter installation, with owner notification required prior to any service interruption.
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Other files
| File | Type | Posted |
|---|---|---|
| Advertisment 23403.pdf | ||
| Service Disabled Veteran Owned Business Info Sheet 2025.pdf | ||
| SPECS 23403.pdf |
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Text version
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JOB NO.
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MICHIGAN DEPARTMENT OF NATURAL RESOURCES
AND THE
MICHIGAN DEPARTMENT OF TECHNOLOGY,
MANAGEMENT AND BUDGET
CONSTRUCTION PLANS FOR
HARTWICK PINES STATE PARK
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DMB2048.01G
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BIDDING 05.01.26 QMR
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WORK INCLUDES: INSTALLATION OF NEW EFFLUENT FLOWMETERS AND VAULTS
WITH CASTING AND LIDS, ELECTRICAL WORK, AND RESTORATION.
KEY MAP
NOT TO SCALE
HARTWICK PINES STATE PARK
DAY USE AREA AND
PROJECT CONTACTS
CHRIS SCHANBECK, MDTMB PROJECT DIRECTOR
Design and Construction Division 3111 West St. Joseph Street Lansing, MI 48909 Phone: (989) 415-4077
KEN DAO, MDTMB FIELD REPRESENTATIVE
Design and Construction Division 3111 West St. Joseph Street Lansing, MI 48909 Phone: (517) 242-2268
SCOTT COOK
Michigan Department of Natural Resources Regional Planner 8717 N Roscommon Rd Roscommon, MI 48653 Phone: (989) 439-5164
MICHAEL SIGNORELLO
Michigan Department of Natural Resources Unit Supervisor Hartwick Pines State Park Phone: (989) 348-5293
QUINN RIDLEY, P.E.
WADE TRIM, INC.
4241 Old US 27 South, Suite 1 Gaylord, MI 49734 Phone: (989) 732-3584
P L U R I B U E
S U N U M
C I R C U M S P I C E
SI QU EREI S PENI NSUL AM AMOENA M
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
LOCATION MAP
NW PART GRAYLING TWP,
CRAWFORD COUNTY
NO SCALE
N
EFFLUENT FLOWMETERS AND VAULTS INSTALLATION
Wade Trim, Inc.
4241 Old US 27 S, Suite 1 PO Box 618 Gaylord, MI 49734
989.732.3584 | www.wadetrim.com
Know what's below.
before you dig.Call
R
CRAWFORD COUNTY, MICHIGAN
FILE NO. 751/23403.CTS
SHEET INDEX
GENERAL SHEETS SHEET NO.
COVER SHEET C0.0
LEGEND AND CONSTRUCTION NOTES C1.0
PROPOSED SITE PLAN AND DETAILS (DAY USE AREA) C2.0
PROPOSED SITE PLAN AND DETAILS (VISITORS CENTER #2) C2.1
ELECTRICAL ONE LINE DIAGRAM (DAY USE AREA) E1.0
ELECTRICAL ONE LINE DIAGRAM (VISITORS CENTER #2) E1.1
VISITORS CENTER #2
CRAWFORD COUNTY, MICHIGAN
SIGN POST
UNDERGROUND UTILITY MARKER
ELECTRIC HAND HOLE
GUY ANCHOR
GUY POLE
POWER POLE
PROPERTY CORNER (AS NOTED)
LIGHT POLE
BUILDING LINE
FENCE
EXISTING
LEGEND
PROPOSED
MINOR CONTOUR
MAJOR CONTOUR
ELECTRIC
TREE LINE
GATE VALVE
SECTION CORNER
SANITARY MANHOLE
SANITARY FORCE MAIN
BENCHMARK
RIGHT-OF-WAY LINE
GENERAL PLAN NOTES
SOIL EROSION AND SEDIMENTATION CONTROL NOTES
SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN COMPLIANCE WITH PART 91 OF 1994 PA 451 (AS AMENDED) AND THE ASSOCIATED
PART 17 RULES.
EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MANMADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS.
CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES WHEN REQUIRED AND/OR AS DIRECTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF SLOPES, DITCHES
AND OTHER EARTH CHANGES HAVE BEEN ACCOMPLISHED.
STAGING OF THE WORK SHALL BE DONE BY THE CONTRACTOR AS REQUIRED TO ENSURE PROGRESSIVE STABILIZATION OF DISTURBED
EARTH.
ALL MUD/DIRT TRACKED ONTO PAVED DRIVEWAYS/PARKING AREAS, OR STATE/COUNTY ROADS FROM THIS PROJECT DUE TO CONSTRUCTION, SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
ALL DIRT STOCKPILED ON SITE FOR MORE THAN THIRTY DAYS SHALL BE SEEDED AND MULCHED.
PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED.
WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISRUPTED AREA AFTER AN EARTH CHANGE HAS BEEN COMPLETED, OR WHERE SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED WITHIN 5
CALENDAR DAYS.
VEGETATION ON SLOPES GREATER THAN 3:1 AND DITCH BOTTOMS SHALL BE RESTORED WITH EROSION CONTROL BLANKETS AS INDICATED ON THE PLANS, OR AS REQUIRED BY THE ENGINEER. PAYMENT SHALL BE INCLUDED UNDER "SOIL EROSION AND SEDIMENTATION CONTROL."
THE CONTRACTOR SHALL CONTROL THE DUST IN THE CONSTRUCTION AREA DURING THE LIFE OF THE CONTRACT. THIS DUST CONTROL SHALL BE ACCOMPLISHED BY THE APPLICATION OF DUST CONTROL MATERIALS AND METHODS OF APPLICATION WHICH ARE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE REQUIREMENTS OF THE MDNR. SUCH DUST CONTROL MATERIALS SHALL BE APPLIED AS OFTEN AS IS NECESSARY TO CONTROL THE DUST. PAYMENT FOR THE USE OF DUST CONTROL MATERIALS SHALL BE INCLUDED IN "SOIL EROSION AND
SEDIMENTATION CONTROL".
THIS CONTRACT CONSISTS OF INSTALLATION OF NEW EFFLUENT FLOWMETERS, CONCRETE VAULTS, ELECTRICAL CONDUIT AND WIRING, ELECTRICAL COMPONENTS, AND ALL ASSOCIATED RESTORATION.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MEETING, AT A TIME AND PLACE AS ARRANGED BY THE ENGINEER. THE CONTRACTOR SHALL DESIGNATE A REPRESENTATIVE CAPABLE OF, AND AUTHORIZED TO COMMUNICATE WITH THE OWNER AND REPRESENTATIVE(S) RELATIVE TO THE WORK QUALITY AND SCHEDULING. THE CONTRACTOR'S REPRESENTATIVE SHALL BE
ON-SITE AT ALL TIMES WHILE WORK IS IN PROGRESS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE PROJECT AREA. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING THE WORK INCLUDING, BUT NOT LIMITED TO, DRIVES AND SIGNS TO ORIGINAL CONDITION WHETHER OR
NOT SHOWN ON PLANS.
UPON COMPLETION OF FINAL RESTORATION, PLACING OF TOPSOIL AND SOD, OR HYDROSEED, THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS. THIS WORK WILL BE INCLUDED IN THE PAY ITEM "PROJECT RESTORATION".
ALL AREAS MAINTAINED AS LAWN AREAS, WHICH HAVE BEEN DISTURBED AND WHICH DO NOT HAVE AN IMPROVED TYPE OF SURFACE (CONCRETE, GRAVEL, ETC.), SHALL BE RESTORED WITH 3-INCHES OF TOPSOIL AND SEEDED WITH A TDS OR CLASS A LAWN MIX, UNLESS
OTHERWISE MARKED.
ALL PLANTINGS AND LANDSCAPING FEATURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL MAINTAIN, REPAIR AND/OR REPLACE ALL PLANTINGS IF THEY FAIL TO SURVIVE FOR THE PERIOD ENDING ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. COST TO BE INCLUDED IN "PROJECT RESTORATION".
RESTORATION AND/OR REPLACEMENT OF SIGNS, UTILITIES, STRUCTURES, LAWN AREAS, PLANTINGS, AND ANY OTHER FEATURES NOT SPECIFICALLY INDICATED ON THE PLANS THAT HAVE BEEN DAMAGED BY THE CONTRACTOR SHALL BE INCLUDED IN "PROJECT
RESTORATION."
RESTORATION NOTES
UTILITY NOTES
ALL EXISTING ELECTRICAL LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY AND ARE LOCATED BASED UPON INFORMATION FURNISHED BY THE CORRESPONDING UTILITY COMPANIES. THERE IS NO GUARANTEE AS TO THE COMPLETENESS OR ACCURACY OF THE LOCATION OF THESE UTILITIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, RESOLVING ANY CONFLICTS, AND THEIR PROTECTION DURING CONSTRUCTION AT NO ADDITIONAL COST. MISS DIG SHALL BE CONTACTED 3 FULL WORKING DAYS EXCLUDING HOLIDAYS AND WEEKENDS PRIOR TO ALL EXCAVATION AND CONSTRUCTION (800-482-7171).
ALL EXISTING ELECTRICAL LINES WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE SUPPORTED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNERS OF THE UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE INTEGRITY OF EXISTING UTILITIES AT ALL TIMES. ALL WORK REQUIRED TO MAINTAIN THE INTEGRITY OF EXISTING UTILITIES SHALL BE INCIDENTAL TO THE PROJECT UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPORTED IMMEDIATELY TO THE APPROPRIATE UTILITY OWNER AND SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL MAKE ANY NECESSARY ARRANGEMENTS WITH UTILITY COMPANIES FOR RELOCATION OF EXISTING UTILITIES IF NECESSARY. THESE ARRANGEMENTS SHALL BE MADE IN SUFFICIENT TIME TO ALLOW THE RELOCATION WORK TO BE COMPLETED WITHOUT INTERFERING WITH OR DELAYING THE PROJECT SUBSTANTIAL COMPLETION OR FINAL COMPLETION DATES.
PERMITS
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS REQUIRED AND FOR PERFORMING CONSTRUCTION IN
ACCORDANCE WITH THE PERMITS AT NO ADDITIONAL COST TO THE OWNER.
TREE PROTECTION
DURING THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROTECT ALL TREES AND BUSHES, UNLESS OTHERWISE INDICATED ON THE PLANS. EXCAVATION AND GRADING NEAR TREES SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL NOT CUT TREES NOR DISRUPT ROOT SYSTEMS OF TREES EXCEPT WHERE SPECIFICALLY AUTHORIZED AND MARKED IN THE FIELD BY THE ENGINEER.
THE CONTRACTOR SHALL BACKFILL EXPOSED ROOT ENDS AS SOON AS POSSIBLE, AND WHEN NECESSARY, CUT ROOTS AND BRANCHES CLEANLY. THE CONTRACTOR SHALL NOT TEAR ROOTS OR BRANCHES, PARK OR OPERATE MACHINERY WITHIN THE ROOT ZONE, OR STORE
MATERIALS WITHIN THE ROOT ZONE.
SIGN RELOCATION
ANY SIGNS REQUIRING RELOCATION DUE TO CONSTRUCTION OPERATIONS SHALL BE SALVAGED AND RESET BY THE CONTRACTOR AT LOCATIONS DESIGNATED BY THE ENGINEER. PAYMENT FOR THIS WORK SHALL BE INCLUDED IN "PROJECT RESTORATION".
BASIS FOR PAYMENT
ONLY THOSE ITEMS SPECIFICALLY IDENTIFIED ON THE PROPOSAL AS PAY ITEMS SHALL BE USED AS THE BASIS FOR PAYMENT. ALL OTHER
ITEMS OF WORK SHALL BE INCIDENTAL TO CONSTRUCTION.
STEWARDSHIP/ARTIFACT NOTE
IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE/PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITE, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARDS OF POTTERY, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION; AND MODERN ARTIFACTS, SUCH A FORTS, RELICS, AND OTHER ARTIFACTS RELATING TO THE
HISTORIC, COLONIAL TERRITORIAL AND EARLY STATEHOOD PERIODS.
SEWER VENT
SHOP DRAWINGS
SUBMIT COMPLETE PDF ELECTRONIC COPIES OF ALL EQUIPMENT AND MATERIALS TO THE ENGINEER FOR APPROVAL BEFORE FABRICATION OF WORK OR ORDERING OF EQUIPMENT. ALL SHOP DRAWINGS NOT APPROVED SHALL BE REVISED OR CORRECTED AND RESUBMITTED TO THE
ENGINEER FOR APPROVAL BEFORE ORDERING EQUIPMENT.
CONTRACTOR'S RECORD/AS-BUILT DRAWINGS
CONTRACTOR SHALL MAINTAIN AND KEEP AN UP-TO-DATE, NEAT AND LEGIBLE SET OF DRAWINGS REFLECTING "AS-BUILT" CONDITIONS OF THEIR WORK AS IS REQUIRED BY THIS CONTRACT. CONTRACTOR SHALL INDICATE EXACT DIMENSIONS AND ELEVATIONS FOR ALL UNDERGROUND WORK. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER THE AS-BUILT DRAWINGS.
OPERATION AND MAINTENANCE MANUALS
CONTRACTOR SHALL FURNISH TO THE ENGINEER TWO (2) COPIES OF THREE RING BINDER BOOKS WITH TABS FOR SECTIONS COVERING EACH ITEM OF EQUIPMENT. NOTEBOOKS SHALL INCLUDE SHOP DRAWINGS, MAINTENANCE MANUALS, OPERATING MANUALS AND PARTS LISTS AS NECESSARY TO INSTRUCT OWNER ON PROPER OPERATION AND MAINTENANCE OF EQUIPMENT FOR THIS PROJECT. THESE MANUALS SHALL BE HARDBOUND N BEST QUALITY BINDERS AND SUBMITTED TO THE ENGINEER FOR APPROVAL AT THE SUBSTANTIAL COMPLETION OF THE
PROJECT.
START-UP SERVICES
CONTRACTOR SHALL ARRANGE WITH EQUIPMENT MANUFACTURERS FOR PROVIDING COMPLETE STARTUP SERVICES FOR ALL EQUIPMENT ON THIS PROJECT. ALL START-UP SERVICES SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER AND ENGINEER. A WRITTEN REPORT SHALL BE SUBMITTED TO THE ENGINEER STATING DATE OF START-UP SERVICES AND MANUFACTURER'S APPROVAL OF SYSTEM OPERATION AND
INSTALLATION .
GUARANTEE
CONTRACTOR SHALL GUARANTEE EQUIPMENT, MATERIALS AND WORKMANSHIP IN THIS CONTRACT AND SHALL MAKE GOOD AT THE CONTRACTOR SOLE EXPENSE ANY DEFECTS WHICH MAY DEVELOP WITHIN ONE (1) YEAR AFTER START-UP OF EACH PIECE OF EQUIPMENT OR
FINAL ACCEPTANCE OF THE JOB, WHICH EVER OCCURS FIRST.
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PROPOSED ELECTRICAL
CONDUIT, EST. 80 LFT
PROPOSED 3-INCH DIA
MAGNETIC FLOWMETER IN
6-FT DIA CONCRETE MANHOLE
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CONNECT TO EX ELECTRICAL PANEL
LOCATED IN UTILITY ROOM, SEE
ELECTRICAL PLAN ON E1.0. INSTALL
METER READOUT IN UTILITY ROOM.
EXISTING SEPTIC TANKS, DOSING
TANK AND VALVE CHAMBER, TO
REMAIN IN PLACE
DAY USE
PAVILION
EXISTING 3-INCH DIA PVC FORCE MAIN.
FORCE MAIN SHALL REMAIN IN OPERATION
DURING COURSE OF CONSTRUCTION UNTIL
FLOWMETER INSTALLATION. NOTIFY OWNER
PRIOR TO ANY INTERRUPTION IN SERVICE.
JOB NO.
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PROPOSED SITE PLAN
SCALE: 1''=10'
N
HORIZONTAL SCALE IN FEET
10 5 10 20
EFFLUENT FLOWMETER AND VAULT DETAIL
SCALE: 1''=2'
100% GRANULAR MATERIAL
BACKFILL ALL AROUND
STRUCTURE
EMBED CASTING IN
1" MORTAR BED
3-INCH DIA MAGNETIC FLOWMETER,
BADGER METER M2000 (OR
APPROVED EQUIVALENT)
PROVIDE WATERTIGHT
RUBBER GASKET AT
EACH JOINT
12" CRUSHED STONE
3-INCH DIA PVC EFFLUENT
FORCE MAIN
3-INCH DIA MAGNETIC
FLOWMETER, BADGER METER
M2000 (OR APPROVED
EQUIVALENT)
3-INCH DIA PVC EFFLUENT
FORCE MAIN (TYP)
6-FT DIA CONCRETE
MANHOLE6'-0"
M
IN
8-INCH PRECAST CONCRETE
BASE SLAB WITH 24" DIA
SUMP HOLE.
24" DIA
HOLE
NON-SHRINK GROUT PERIMETER
OF BASE AND AROUND EXISTING
SEWER MAIN AT "DOGHOUSE" OPENINGS,
PLACE BRICK OR BLOCK UNDER PIPE AND
WHERE NECESSARY
STAINLESS STEEL PIPE
SUPPORT, TYP OF 2
COMPACTED SAND
SUBGRADE
STAINLESS STEEL PIPE
SUPPORT, TYP OF 2
PLACE FRAME AND FLAT
TOP COVER (1040A SAN)
24" DIA
CLEAR OPENING
CONCRETE
GRADE RINGS
FINISHED GRADE. SLOPE
GROUND AWAY FROM CASTING
S
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PROPOSED ELECTRICAL
CONDUIT, EST. 24 LFT
PROPOSED 6-INCH DIA
MAGNETIC FLOWMETER(S) IN
8-FT DIA CONCRETE MANHOLE
INSTALL METER/SENSOR
READOUTS INSIDE EX
CONTROL PANEL
EXISTING 6-INCH DIA DI FORCE MAINS. A
MINIMUM OF ONE OF THE FORCE MAINS
SHALL REMAIN IN OPERATION FOR
UNINTERRUPTED SERVICE AT ALL TIMES.
COORDINATE WITH OWNER TO ALTERNATE
FLOWS/FIELD ZONES AS NECESSARY. NOTIFY
OWNER PRIOR TO ANY INTERRUPTION IN
SERVICE.
EXISTING SEPTIC TANKS, DOSING
TANK AND VALVE CHAMBER, TO
REMAIN IN PLACE
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10 5 10 20
EFFLUENT FLOWMETER AND VAULT DETAIL
SCALE: 1''=2'
6-INCH DIA MAGNETIC
FLOWMETER, BADGER METER
M2000 (OR APPROVED
EQUIVALENT), TYP OF 2
6-INCH DIA DUCTILE IRON
EFFLUENT FORCE MAIN (TYP)
8'-0"
8-FT DIA CONCRETE
MANHOLE
PROVIDE WATERTIGHT
RUBBER GASKET AT
EACH JOINT
8'-0"
M
IN
24" DIA
CLEAR OPENING
6-INCH DIA MAGNETIC FLOWMETER,
BADGER METER M2000 (OR
APPROVED EQUIVALENT, TYP OF 2)
6-INCH DIA DUCTILE IRON
EFFLUENT FORCE MAIN
8-INCH PRECAST CONCRETE
BASE SLAB WITH 24" DIA
SUMP HOLE.
STAINLESS STEEL PIPE
SUPPORT, TYP OF 2
100% GRANULAR MATERIAL
BACKFILL ALL AROUND
STRUCTURE
12" CRUSHED STONE
COMPACTED SAND
SUBGRADE
EMBED CASTING IN
1" MORTAR BED
PLACE FRAME AND FLAT
TOP COVER (1040A SAN)
CONCRETE
GRADE RINGS
FINISHED GRADE. SLOPE
GROUND AWAY FROM CASTING
NON-SHRINK GROUT PERIMETER
OF BASE AND AROUND EXISTING
SEWER MAIN AT "DOGHOUSE" OPENINGS,
PLACE BRICK OR BLOCK UNDER PIPE AND
WHERE NECESSARY
24" DIA
HOLE
JOB NO.
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EXISTING LOAD CENTER
NOTES
EXISTING 240/120V
EXISTING MECHANICAL BUILDING
1. ALL POWER CONDUCTORS TO BE COPPER, THWN-2 INSULATION
2. ALL 4-20mA SIGNAL CONDUCTORS SHALL BE TIN-PLATED COPPER, STRANDED 16AWG, PVC INSULATION, AND SHIELDED, BELDEN 9316
3. DIRECT BURY CONDUITS MINIMUM 24" BELOW GRADE
4. JUNCTION BOXES WITHIN METER VAULT SHALL BE NEMA 4X
STAINLESS STEEL.
5. JUNCTION BOXES WITHIN MECHANICAL BUILDING SHALL BE NEMA 12
GALVANIZED STEEL.
6. PVC COATED RIGID STEEL CONDUIT SHALL CONFORM TO UL-6, ANSI
C80.1 AND ETL PVC-001
1/2"C, 2#14+1#14GND
15A 1P
15A 1P
INSTALL TWO
CIRCUIT BREAKERS
LED DISPLAY
L N G
4-m A
L N G
1"C, 1#16 SHIELDED
TWISTED PAIR
1"C, 2#12, 1#12GND
MAG METER
3/4"C, 1#16 SHIELDED
TWISTED PAIR
3/4"C, 2#12, 1#12GND
METER VAULT
PVC SCHEDULE 80
CONDUIT
PVC COATED RGS
CONDUIT
PVC SCHEDULE 80
CONDUIT
12" SEPARATION
JB JB
JB JB
1/2"C, 2#12, 1#12GND
1/2"C, 1#16 SHIELDED
TWISTED PAIR
EMT CONDUIT
EMT CONDUIT EMT CONDUIT
PVC COATED RGS
CONDUIT
JOB NO.
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EXISTING PUMP CONTROL PANEL
NOTES
EXISTING 240/120V
EXISTING CONTROL PANEL
1. ALL POWER CONDUCTORS TO BE COPPER, THWN-2 INSULATION
2. ALL 4-20mA SIGNAL CONDUCTORS SHALL BE TIN-PLATED COPPER, STRANDED 16AWG, PVC INSULATION, AND SHIELDED, BELDEN 9316
3. DIRECT BURY CONDUITS MINIMUM 24" BELOW GRADE
4. JUNCTION BOXES WITHIN METER VAULT SHALL BE NEMA 4X
STAINLESS STEEL.
5. JUNCTION BOXES WITHIN CONTROL PANEL SHALL BE NEMA 12
GALVANIZED STEEL.
6. PVC COATED RIGID STEEL CONDUIT SHALL CONFORM TO UL-6, ANSI
C80.1 AND ETL PVC-001
60A 2P
1/2"C, 2#14+1#14GND
15A 1P
15A 1P
15A 1P
INSTALL THREE
CIRCUIT BREAKERS
LED DISPLAY
L N G LNG
LED DISPLAY
4-m A
L N G
1"C, 2#16 SHIELDED
TWISTED PAIR
MAG METER
L N G
1"C, 4#12, 1#12GND
MAG METER
1/2"C, 1#16 SHIELDED
TWISTED PAIR
1/2"C, 1#16 SHIELDED
TWISTED PAIR
4-m A
3/4"C, 1#16 SHIELDED
TWISTED PAIR
3/4"C, 1#16 SHIELDED
TWISTED PAIR
3/4"C, 2#12, 1#12GND
3/4"C, 2#12, 1#12GND
METER VAULT
PVC SCHEDULE 80
CONDUIT
PVC COATED RGS
CONDUIT
PVC SCHEDULE 80
CONDUIT
12" SEPARATION
JB JB
JB JB
1/2"C, 4#12+1#12GND
EMT CONDUIT EMT CONDUIT
EMT CONDUITEMT CONDUIT
PVC COATED RGS
CONDUIT
PVC COATED RGS
CONDUIT
PVC COATED RGS
CONDUIT
File details come from the government source that posted it. Updated .