751_16043.JBB Phase 3 McLain SP Bidding 12-21-2021 Plans_Part 3.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ 171 220000000304 3
- Issued by
- Houghton County, Michigan
About this file
This is a set of construction plan documents for the McLain State Park Phase III Improvements project located in Hancock Township, Houghton County, Michigan. The project file number is 751/16043, with a BIND number of 5120. The plans were prepared by Sanders & Czapski Associates, LLC and represent the 90% owner review version dated November 15, 2021, with a final revision dated February 22, 2022, and a bidding date of December 21, 2021. The project encompasses multiple phases of infrastructure improvements including lagoon removals, lagoon improvements, site details and notes, well house modifications, and wastewater treatment facility upgrades. Key work items include removal of existing lift stations, valve chambers, and sanitary forcemains; installation of a proposed raw wastewater pump station with valve chamber; well house modifications including dual pump systems with alternating relay controls; screening structures; and associated utility connections including HDPE water main transitions and precast concrete manhole installations. The plans specify standard construction details for trenching, silt fencing, bollard installations, and various mechanical and electrical configurations for the pump station controls.
The project documents contain detailed technical specifications and construction methodologies for proper disposal of removed materials in accordance with local, state, and federal regulations. Contractors are required to call Miss Dig (1-800-482-7171) a minimum of three full working days prior to excavation to protect underground utilities in compliance with Michigan Public Act 174, 2013. The well house modifications include installation of submersible pumps rated at 50 GPM and 5 HP on 240V single-phase power, with dedicated pressure switches, flow meters, hand valves, check valves, and provisions for future chemical injection pumps. The wastewater pump station is designed with specific rim and invert elevations (RIM=614.75, INV(W)=608.00, INV(S)=608.00, INV(SE)=607.90) and includes connections to existing 4-inch ductile iron forcemains through 2-inch 22.5-degree elbows and reducers. Additional infrastructure improvements include screening structures with debris baskets, precast concrete structures, and standard trench details for both water and sanitary lines with specified burial depths and backfill requirements.
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Text version
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ISSUE/DATE:
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REMOVALS
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90% OWNER REVIEW Nov. 15, 2021
REMOVE LIFT STATION, SEE SHEET C15
FOR DETAILS OF EXISTING LIFT STATION
REMOVE VALVE CHAMBER, SEE SHEET
C15 FOR EXISTING CHAMBER DETAILS
REMOVAL NOTES:
1. ALL REMOVED MATERIALS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE
WITH LOCAL, STATE AND FEDERAL REGULATIONS.
REMOVE EXISTING CONTROLS FROM
PANEL
REMOVE VALVE AND CLEAN OUT,
CAP EX. SANITARY FORCEMAIN
Rev. Feb. 22, 2022
Bidding Dec. 21, 2021
FUTURE WORK
NOT IN CONTRACT
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ISSUE/DATE:
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IMPROVEMENTS
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PROPOSED SCREENING
STRUCTURE, SEE SHEET C20
FOR DETAILS
EX. PVC 6-INCH
90% OWNER REVIEW Nov. 15, 2021
PSANMH-1
RIM=614.75
INV (W)=608.00
INV (S)=608.00
INV (SE)= 607.90
PROPOSED RAW WASTEWATER
PUMP STATION AND VALVE
CHAMBER, SEE SHEET C21 FOR
DETAILS
INSTALL PUMP CONTROL
PANEL ON EXISTING SUPPORT
STRUCTURE
Rev. Feb. 22, 2022
Bidding Dec. 21, 2021
FUTURE WORK
NOT IN CONTRACT
(1) 2" 22.5°
CONNECT TO EXISTING 4"
D.I. FORCEMAIN
(1) 2" 22.5°
(1) 4" to 2" REDUCER
1.800.482.7171
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FOR PROTECTION OF UNDERGROUND UTILITIES, AND IN CONFORMANCE WITH
PUBLIC ACT 174, 2013, THE CONTRACTOR SHALL CALL TOLL FREE 1-800-482-7171 A
MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND
HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC
UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. ALL "MISS DIG" PARTICIPATING
MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE
CONTRACTOR FROM NOTIFYING UTILITY OWNERS WHO MAY NOT BE PART OF THE
"MISS DIG" ALERT SYSTEM.
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12+00
SITE DETAILS
& NOTES
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25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019
10 FT MAX SPACING WITH
6 FT MAX SPACING WITHOUT
S T
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TRENCH WITH GRAVEL
SILT FENCE DETAIL
ALTERNATE DETAIL
TO UPSTREAM
1. INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
3. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
M
IN
TRENCH WITH NATIVE BACKFILL
STANDARD DETAIL
NOTE:
NECESSARY.
STABILIZED.
SIDE OF POST.
RUNOFF
4"x6" TRENCH
WITH COMPACTED
BACKFILL
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9" M
A X
WOOD POST
WOOD POST
36" HIGH MAX
STEEL OR
STEEL OR
FILTER FABRIC
ATTACH SECURELY
PONDING HT.
WIRE SUPPORT FENCE
WIRE SUPPORT FENCE
GRAVEL
8"
RUNOFF
FLOW
PONDING HT.
FLOW
FLOW
(R E
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NO SCALE
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
C:\USERS\ROELLK\DESKTOP\PHASE III\16069-NOTES.DWGFILE NAME :
FINISH GRADE
3/8" SEALED
JOINT AT
CONC. SLAB
LOCATIONS
6"
1"
4' -6
4" DIA. RIGID
STEEL PIPE GUARD
FILLED WITH CONCRETE,
PAINTED YELLOW
ROUND CONC.
CAP, PAINTED YELLOW
18" DIA. CONC. BASE
NO SCALE
BOLLARD DETAIL
1"
6' -0
90% OWNER REVIEW Nov. 15, 2021
Rev. March 2, 2022
Bidding Dec. 21, 2021
WM
PUMP 1
CONTROLLER
SUBMERSIBLE
PUMP
50 GPM
5 HP
240V 1Ø
TO SYSTEM
240V 1Ø TO WELL PUMP
PROPOSED WELL HOUSE MODIFICATIONS SCHEMATIC
PS
P R
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POWER CO.
TRANSFORMER
1Ø MAIN
DISTRIBUTION
PANEL
120V/240V 1Ø W/GRND
METER
0V
Ø
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POWER FROM HOA SWITCH
P
SUBMERSIBLE
PUMP
50 GPM
5 HP
240V 1Ø
PUMP 2
CONTROLLER
240V 1Ø TO WELL PUMPPOWER FROM HOA SWITCH
AH O
G
PUMP 1 RUN
PUMP 1
HOUR
METER
PUMP
ALTERNATING
RELAY
PUMP 2
HOUR
METER
AH O
G
PUMP 2 RUN
PUMP
START
RELAY
PUMP
START
RELAY
120V 1Ø POWER
120V 1Ø POWER
240V 1Ø POWER
240V 1Ø POWER
0V
Ø
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CHECK VALVE
HAND VALVES, N.C.
HAND VALVES, N.O.
PUMP
WATER METER
PS
WM
PRESSURE SWITCH
LEGEND
PUMP TO WASTE
DRAIN VALVE
SIGNAL WIRE
ELECTRIC POWER WIRE
WATER PIPE
P PRESSURE GAUGE
120 VAC OUTLET
DEDICATED OUTLET
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4-m A
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POWER
FS
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4-m A
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4-m A
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FUTURE CHEMICAL
INJECTION PUMP
EXISTING INJECTION
PORT
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ISSUE/DATE:
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C:\USERS\ROELLK\DESKTOP\PHASE III\MISC_DETAILS.DWGFILE NAME :
WELL HOUSE
MODIFICATION
DETAILS
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25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019 90% OWNER REVIEW Nov. 15, 2021
Rev. Feb. 22, 2022
HDPE WATER MAIN TO DUCTILE IRON WATER MAIN TRANSITION DETAIL
MJ CONNECTION TO DI FITTING
TYPICAL TRENCH DETAIL-WATER
TYPICAL VALVE DETAIL
1'-0" MIN.
PE
R
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PE
B U
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DE
PT
H
PRECAST CONCRETE MANHOLE
TYPICAL TRENCH DETAIL-SANITARY
SCREENING STRUCTURE DETAIL
18"
(457 MM)
ADVISE
DEBRIS BASKET DETAIL
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RAW WASTEWATER PUMP STATION SECTION DETAIL A
NO SCALE
RAW WASTEWATER PUMP STATION PLAN DETAIL
NO SCALE
RAW WASTEWATER STRUCTURE
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C:\USERS\ROELLK\DESKTOP\PHASE III\MISC_DETAILS.DWGFILE NAME :
WASTEWATER
DETAILS
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| Insert from: "16069-McLain SP_Civil Plans_2-24-22 (2).pdf" |
| Sheets and Views |
| Notes Phase III C17 |
| Insert from: "Layout Phase III-East Phase III C12.pdf" |
| Sheets and Views |
| East Phase III C12 |
| Insert from: "Layout Phase III-East Phase III C13.pdf" |
| Sheets and Views |
| East Phase III C13 |
| Insert from: "16069-Notes-Notes Phase III C17.pdf" |
| Sheets and Views |
| Notes Phase III C17 |
| Insert from: "4229 E-1 Redline Corrections.pdf" |
| Sheets and Views |
| 4229 E-1 Redline Corrections |
| Insert from: "4229 E-2 Redline Corrections.pdf" |
| Sheets and Views |
| 4229 E-2 Redline Corrections |
| Insert from: "Layout Phase III-East Phase III C9_4-14-22.pdf" |
| Sheets and Views |
| East Phase III C9 |
| Insert from: "Misc_Details-Misc_Details Phase III - C21_4-14-22 (003).pdf" |
| Sheets and Views |
| Misc_Details Phase III - C21 |
| Insert from: "Layout Phase III-East Phase III C14_4-14-22.pdf" |
| Sheets and Views |
| East Phase III C14 |
| Insert from: "Layout Phase III-East Phase III C15-Lift Sta Only 4-14-22.pdf" |
| Sheets and Views |
| East Phase III C15-Lift Sta Only |
| Insert from: "Layout Phase III-East Phase III C16-Lift Sta Only_4-14-22 (003).pdf" |
| Sheets and Views |
| East Phase III C16-Lift Sta Only |
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