Haslett Commerce Center Watermain 2026 Contract Documents

10-227-006
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Haslett Commerce Center Watermain- 2026
CONSTRUCTION PLANS
FOR
MERIDIAN CHARTER TOWNSHIP
INGHAM COUNTY, MICHIGAN
R O R O R O R O W WW W R O UTILITY COMPANY UTILITIES W
STANDARD CONSTRUCTION NOTES AT&T TELEPHONE 337 N. ABBOTT, RM. 201 1. The Contractor shall notify the Charter Township of Meridian, Department of Public Works, Office of
EAST LANSING, MI 48823 WOR WOR Engineering 517-853-4440 a minimum of 72 hours prior to the start of construction of public utilities or of
517.337.3660 construction within the public right-of-way. 2. All construction shall conform to the current standards and specifications of the Charter Township of CONSUMERS ENERGY GAS ROW ROW
Meridian which are included as part of these plans in effect at the time of construction. 530 W. WILLOW ST. ELECTRIC
P.O. BOX 30162 3. After the completion of construction of public utilities or construction within public right-of-way, the
LANSING, MI 48909 contractor must request a final inspection. Any punchlist items resulting from the final inspection must be 517.373.6100 R resolved prior to final release and acceptance.
O W LAKE LANSING 4. The existing utilities indicated on the plans are in accordance with available information. It shall be the COMCAST CABLE TV
contractor's obligation to verify the exact location of all existing utilities, which might affect this job. 1070 TROWBRIDGE ROAD
EAST LANSING, MI 48823 5. The contractor shall notify "MISS DIG" 1-800-482-7171 at least 72 hours prior to the start of construction.
517.332.1012 6. The contractor shall at all times be aware of inconvenience caused to the abutting property owners and the
general public. Where the contractor does not remedy undue inconveniences, the Charter Township of MERIDIAN CHARTER TOWNSHIP WATER MAINS Meridian, upon four hours notice, reserves the right to perform the work and deduct the cost therefore from 5151 MARSH RD. SANITARY SEWER the money due the contractor. OKEMOS, MI 48864 PATHWAYS
517.853.4440 7. A Registered Land Surveyor provided by the contractor at the contractor's expense shall replace all property irons and monuments disturbed or destroyed by the contractor's operations. WOLVERINE PIPE LINE PETROLEUM PIPELINE 8. Contractor shall provide Owner and Township Engineer a copy of written permission to use private property 8105 VALLEYWOOD LANE
for storage of equipment and materials or for his construction operations. PORTAGE, MI 49024-5251 231.323.2491 9. Trench backfill under existing or proposed roadways, driveways, and parking areas, shall be sand or gravel, placed in 12" layers (maximum) and consolidated to 95% of maximum density as measured by modified INGHAM COUNTY DRAIN DRAINS proctor unless otherwise noted. COMMISIONER STORM SEWER 10. Trees and shrubs are to be protected during construction and bored where necessary. 707 BUHL ST.
MASON, MI 48854 11. Existing fences shall be removed and restored to their original condition or better where in conflict with
517.676.8395 construction.
12. Driveways, culverts, ditches, drain tile, tile fields, drainage structures, etc., that are disturbed by the INGHAM COUNTY ROAD DEPT PUBLIC ROADS AND
contractor's operations shall be immediately restored.
301 BUSH ST. RIGHTS OF WAY
MASON, MI 48854 13. All established lawn areas disturbed by the contractor's operations shall be resodded with matching sod. All 517.676.9722 other areas shall be seeded and mulched. Seeding and mulching shall be done in accordance with the General Specifications.
14. All ditch slopes shall have established vegetation and be protected from erosion.
15. All utility poles in close proximity to construction shall be supported in a manner satisfactory to the utility owner.
16. Onsite parking and sanitary facilities shall be provided for construction workers. The facilities shall be constructed and operated (with minimal impact to the surrounding area) to the satisfaction of the Township. Haslett Road WOR
d WATER MAIN NOTES
a WOR Project Location o
R 1. Hydrant elevations and gate well tap elevations shall be set to existing ground elevations unless otherwise
directed by the Township Engineer.
h s 2. All water mains shall be constructed with 5 feet of cover below finish grade, unless otherwise indicated on the r plans. a d M a 3. Connection to the existing water main shall not be made until after the successful completion of pressure and o r bacteriological tests. Pressure testing shall be performed in accordance with AWWA C600. Additionally, all ail R CAPITAL corporation stops for proposed house services shall be installed prior to pressure testing. Disinfection and ROW ROW N bacteriological testing shall be in accordance with the AWWA C651. Before the mains are chlorinated, they shall ROW ROW C be thoroughly flushed. All mains shall be chlorinated for a period of at least twenty-four (24) hours. Chlorine shall R R O O be added in sufficient quantity to give a 50-ppm residual of free chlorine after a twenty-four (24) hour period. After W W
completion of the chlorine procedure, the main shall be flushed. Then water samples shall be taken from the main
for bacteriological tests. If the tests should result in unsafe conditions, the chlorinating shall be repeated by the
Contractor. Two consecutive passing samples at least 24 hours apart must be obtained before the main can be
connected to the existing water system. ROW ROW ROW
ROW ROW O W ROW ROW ROW 4. All valves shall be counter-clock wise open.
R
5. All fire hydrants shall be EJIW 5BR (54915) Traffic Type with breakaway flange or approved equal.
6. Hydrants shall be painted OSHA red.
R O W R O W W O 7. Two brass wedges shall be installed at each joint on ductile iron pipe. R 8. Polyethylene encasement of pipes will be required in all areas. The encasement shall be V-Bio(R) Enhanced
W Polyethylene Encasement, in accordance with ANSI/AWWA C105/A21.5, installed per the manufacturer's O
R instructions. WWOORR
Sheet Index WWOORR R O W R O W 9. For existing lines: service taps, shut off valves, and service line extensions to the property shall be made by Township Department of Public Works personnel for connections 2" and smaller.
10. Where water mains must dip to pass under a storm sewer or sanitary sewer, the sections which are deeper than
normal shall be kept to a minimum length by the use of 45, 2212 or 1114 degree bends properly restrained.
W O W 1. Cover Sheet R O 11. All manhole covers shall bear the legend "Meridian Water" with tree logo, where available. R
W 12. Lead content requirements for all pipes, piping fittings, plumbing fittings, and fixtures that are used for potable
2. SESC Plan O R water shall comply with NSF/ANSI 372 Standard.
W 13. All mechanical joints and fittings shall be restrained using MEGALUG(R) style restraints, or approved equal. All O W
3. Site Plan R O R exposed metal components of the restrained-joint system shall be treated with a corrosion resistant coating,
including: the collar, breakaway bolts, wedges, and connecting nuts and bolts.
4. Water Standard Details
REVISIONS:
Meridian Charter Township
DATE BY: COMMENTS:
Ingham County, Michigan
6/24/26 TH Bid Set
Call before you dig.
Watermain
Haslett Commerce Center Watermain - 2026
Section 10, T4N, R1W, Meridian Township,
Ingham County, Michigan
SHEET 1 OF 4
WOLVERINE PIPE LINE COMPANY 219-844-9510
DRAWN BY: TH CHECKED BY: YI

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REVISIONS:
Meridian Charter Township
PINE CATV BOX CATV MH CA EX. SAN. MAIN SAN LESS BOLD DATE BY: COMMENTS:
C.B. LIGHT CATV (COMCAST) CATV CATV Ingham County, Michigan
TELE. MH T EX. STM. (I.C.D.C.) ST ST LESS BOLD
SOIL BORING CL OF ROADS Call before you dig.
U.P. W/ GUY WIRE EX. WTR. MAIN WM LESS BOLD Watermain
DECID. MAILBOX ELEC. ABOVE GROUND OH-ELEC
STREET SIGN
ELEC. UNDERGROUND UG-ELEC
P.I.
F.H. SIGN GAS (CONSUMERS) GAS GAS PROPOSED SAN. SAN BOLD
C.M.P. Haslett Commerce Center Watermain - 2026
BUSH SAN. MH SA TELE. (COMM) PROPOSED STM. ST ST BOLD
C.B. Section 10, T4N, R1W, Meridian Township,
STM. MH ST PROPOSED WTR. WM BOLD
TELE. BOX G.V. PROPERTY LINE Ingham County, Michigan SCALE:1" = 30' HOR.
STUMP SAN. MH WTR. MH W F.H. R.O.W. (I.C.R.C., MDOT) ROW PROPOSED 7' PATHWAY WOLVERINE PIPE LINE COMPANY 219-844-9510 0 30' SHEET 2 OF 4
DRAWN BY: TH CHECKED BY: YI
N
N 00+2
N
00+1
N
Proposed 8" WM (D.I. CL54)
Existing 8" WM
1660 1650 1640 1630
Proposed 8" WM (D.I. CL54)
SESC Legend: Existing 8" WM
SOIL EROSION & SEDIMENTATION CONTROL NOTES
Soil Boundaries
1. All soil erosion and sediment control (SESC) work shall conform to the standards and
Limits of Disturbance
specifications of the Ingham County Drain Commissioner's Office and Meridian Township.
Contours
XXX 2. Daily inspections shall be made by the contractor for effectiveness of SESC measures. Any
necessary repairs shall be performed without delay.
3. Erosion of any sediment from work on the site shall be contained on-site and not allowed to collect
on any off-site areas or in waterways. Waterways include both natural and man-made open
ditches, streams, storm drains, lakes, ponds, and wetlands.
4. The Contractor shall apply temporary SESC measures when required and as directed on these
PLACE AND MAINTAIN TEMPORARY EROSION CONTROLS plans. The Contractor shall remove temporary measures as soon as permanent stabilization of
slopes, ditches, and other changes have been established.
INSTALL WATERMAIN
5. Staging the work shall be done by the Contractor as directed in these plans and as required to
ensure progressive stabilization of disturbed earth.
SITE RESTORATION
6. Soil erosion control practice shall be established in the early stages of construction by the
FINAL INSPECTIONS & TEMPORARY EROSION REMOVAL
Contractor. Sedimentation control practices shall be applied as a perimeter defense against any
transporting of soil off the site.
7. The Contractor shall preserve natural vegetation as much as possible.
8. Vegetative stabilization of all disturbed areas shall be established within 5 days of completion of the final grading.
YRAUNAJ
YRAURBEF
HCRAM LIRPA YAM ENUJ YLUJ TSUGUA
REBMETPES
REBOTCO
REBMEVON REBMECED
MaB
UtB
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B e n s
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UtB - URBAN LANDS, MARLETTE COMPLEX, 2 TO 12 PERCENT
SLOPES
UpA - URBAN LAND-CAPAC-COLWOOD COMPLEX, 0 TO 4
PERCENT SLOPES
MaB - MARLETTE FINE SANDY LOAM, 2 TO 6 PERCENT SLOPES
CONSTRUCTION SCHEDULE
START DATE COMPLETE AND SEQUENCING 2026
UtB
UpA PLACE AND MAINTAIN TEMPORARY EROSION CONTROLS
INSTALL WATERMAIN
SITE RESTORATION
FINAL INSPECTIONS & TEMPORARY EROSION REMOVAL
6/24/26 TH Bid Set
YRAUNAJ YRAURBEF HCRAM LIRPA YAM ENUJ YLUJ TSUGUA REBMETPES REBOTCO REBMEVON REBMECED CONSTRUCTION SCHEDULE START DATE COMPLETE AND SEQUENCING 2027

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PAY ITEMS & QTS (THIS SHEET):
SUGGESTED PROCEDURE: S 9. Close existing GV 10-57 S T T
1. Pavt, Rem, Asphalt 11380 SF
1. Close existing GV 10-54 and GV 10-57 10. Transfer water services at 1630, 1640, 1650, and 1660
7. Water, Main, 8 inch, Abandon 1 LS
2. Cut and cap existing 8" WM East of existing bend at Haslett Road
S
T
11. Connect proposed 8" WM to existing 8" WM at STA 9+90 8. Water, Main, 8 inch, Install 1138 FT
STA 0+82 E and install a temporary thrust block and T S
S T
E 9. Water, Sleeve, 8 inch 3 EA
standpipe
3. Open existing GV 10-57 12. Open existing GV 10-57, GV 10-54, and new GV 10-56 10. Water, 22 1 degree bend, 8 inch 1 EA
S 2
13. Abandon Existing 8" WM between STA 0+82 E and STA T
4. Install proposed 8" WM from STA 0+82 E to STA 9+90 11. Water, 45 degree bend, 8 inch 2 EA
9+90 E and between STA 3+00 N and STA 0+83 N
E including proposed bends and tees, connecting to 12. Water, 90 degree bend, 8 inch 1 EA
existing 8" WM at STA 0+82 ST ST ST ST ST ST ST
13. Water, Tee, 8x8x8 inch 2 EA
5. Install proposed 8" WM from STA 3+00 N to STA 0+83
14. Water, Tee, 8x8x6 inch 3 EA
N including proposed 8" GV 10-56, capping with
15. Water, Gate Valve, 8 inch 2 EA
standpipe 1630
16. Water Serv, 1 1/2 Inch, Reconnect 1 EA
6. Pressure and bacteria test proposed 8" main between 16. Water Serv, 2 Inch, Reconnect 3 EA
STA 0+82 E and STA 9+90 E and between STA 3+00
17. Water, Hydrant, Reconnect 3 EA
N and STA 0+83 N
18. Water, Hydrant, STORZ Nozzle 3 EA
7. Close existing GV 10-56 S
T 19. HMA, 13A 280 TN 8. Connect proposed 8" WM to existing 8" WM at STA 20. Curb and Gutter, Rem 130 FT 0+83 N
21. Curb and Gutter, Inst 130 FT
S
T
12" Storm W W
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REVISIONS:
Meridian Charter Township
PINE CATV BOX CATV MH CA EX. SAN. MAIN SAN LESS BOLD DATE BY: COMMENTS:
C.B. LIGHT CATV (COMCAST) CATV CATV Ingham County, Michigan
TELE. MH T EX. STM. (I.C.D.C.) ST ST LESS BOLD
SOIL BORING CL OF ROADS Call before you dig.
U.P. W/ GUY WIRE EX. WTR. MAIN WM LESS BOLD Watermain
DECID. MAILBOX ELEC. ABOVE GROUND OH-ELEC
STREET SIGN
ELEC. UNDERGROUND UG-ELEC
P.I.
F.H. SIGN GAS (CONSUMERS) GAS GAS PROPOSED SAN. SAN BOLD
C.M.P. Haslett Commerce Center Watermain - 2026
BUSH SAN. MH SA TELE. (COMM) PROPOSED STM. ST ST BOLD
C.B. Section 10, T4N, R1W, Meridian Township,
STM. MH ST PROPERTY LINE PROPOSED WTR. WM BOLD
G.V. Ingham County, Michigan SCALE:1" = 30' HOR.
TELE. BOX R.O.W. (I.C.R.C., MDOT) ROW
STUMP SAN. MH WTR. MH W F.H. 7' PATHWAY WOLVERINE PIPE LINE COMPANY 219-844-9510 0 30' SHEET 3 OF 4
DRAWN BY: TH CHECKED BY: YI 5.5'
N
N 00+2
N
00+1
N
Retrofit STORZ
Nozzle
Retrofit STORZ
Reconnect
Nozzle
Hydrant
Detail D
Reconnect
Hydrant
Detail C
Retrofit STORZ Water, Serv, 1 1/2 inch,
Reconnect Nozzle
Proposed 8" WM (D.I. CL54)
Detail B
Detail A
Reconnect
Hydrant
8" Sanitary . d
Existing 8" WM
R
Water, Serv, 2 inch,
Water, Serv, 2 inch, Reconnect h Reconnect s
Water, Serv, 2 inch, r
a
Reconnect M
B e
n 1640 s 1660 1650 1630
o
n
D
r
. Proposed 8" WM (D.I. CL54)
8x8x6 inch Tee Existing 8" WM
Proposed 8" WM
8x8x8 inch Tee
8x8x6 inch Tee
Sleeve and
connect 8" WM Proposed 8" GV Proposed 8" GV
Connection Connection
Detail A Detail C Existing 8" GV
Scale: 1"=10' Scale: 1"=10'
22 1 Degree Bend Existing 8" WM
2
8x8x8 inch Tee
45 Degree Bend
8x8x6 inch Tee
Existing 8" GV 10-55
90 Degree Bend Sleeve and Sleeve and Connection connect 8" WM Connection connect 8" WM Detail B Detail D
Scale: 1"=10' Scale: 1"=10' 45 Degree Bend
E E E E E E E E E E E
Existing Ground Surface Existing 8" GV 10-57
Maintain 5' Cover (typ.)
8x8x8 inch Tee
Maintain 18" Clearance (TYP) 8x8x8 inch Tee
Storm
12" Storm
Existing 8" GV 10-54 Existing Sanitary Sewer
Storm
Proposed 8" WM (D.I. CL54)
Existing 8" WM
Existing Ground Surface
Proposed 8" GV
Maintain 5' Cover (typ.)
Existing 8" GV 10-56
Proposed 8" WM (D.I. CL54)
BENCHMARK #1 ELEV. = 863.05 (NAVD88)
Maintain 18" Clearance (TYP) SOUTHWEST FLANGE BOLT OF FIRE HYDRANT, UNDER THE "A" IN "TRAVERSE CITY",
8" Sanitary
Existing 8" WM
N N N N N 18' EAST AND 80' NORTH OF NORTHEAST CORNER OF #1655 HASLETT ROAD.
6/24/26 TH Bid Set
1" = 5.5' VER.
EASEMENT