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Y:\201305\20130529\04_Design\Project_Docs\Specs\As Bid\Addendum 1\2016_09_23_M59_WM_Add1.docx
PRINCIPALS George E. Hubbell
Thomas E. Biehl Keith D. McCormack
Nancy M.D. Faught Daniel W. Mitchell
Jesse B. VanDeCreek Roland N. Alix
Michael C. MacDonald James F. Burton
SENIOR ASSOCIATES
Gary J. Tressel Randal L. Ford
William R. Davis Dennis J. Benoit
Robert F. DeFrain Thomas D. LaCross Albert P. Mickalich Timothy H. Sullivan
ASSOCIATES
Jonathan E. Booth Marvin A. Olane
Marshall J. Grazioli Donna M. Martin
Charles E. Hart Colleen L. Hill-Stramsak
Bradley W. Shepler Karyn M. Stickel Jane M. Graham
Thomas G. Maxwell Todd J. Sneathen Aaron A. Uranga
HUBBELL, ROTH & CLARK, INC. OFFICE: 105 W. Grand River
Howell, MI 48843 PHONE: 517.552.9199
FAX: 517.552.6099 WEBSITE: www.hrc-engr.com
EMAIL: [email protected]
ONLINE ONLY http://www.hrc-engr.com/bidtabs
ADDENDUM NO. 1
M59 WATER MAIN CROSSING HIGHLAND TOWNSHIP OAKLAND COUNTY, MICHIGAN September 23, 2016 HRC Job No. 20130529 INTENT This Addendum No. 1 is issued to provide changes to the Contract Documents and Drawings. The General Conditions and Specifications for the original work and the Contract Drawings are to govern this work unless otherwise revised herein. CONTRACT DOCUMENTS
1. SECTION 00300 – PROPOSAL - (Document Revised and Reissued).
a. Items deleted/added/revised to match the changes in this addendum. This proposal should be submitted with the bid.
CONTRACT DRAWINGS 1. Drawing 2 – (Drawing Revised and Reissued):
a. Gravel road cross section has been removed and a gravel road replacement section has
been added.
b. Trench Detail B has been added.
2. Drawing 5 – (Drawing Revised and Reissued):
a. Notes 1 & 5 have been revised.
b. Additional HDPE-DI Transition Anchors have been added.
c. The 16” HDPE to be directionally drilled along Milford Road south of Highland Road (M-59) has been revised to be open cut 16” ductile iron. Bid items have been revised to reflect this.
3. Drawing 6 – (Drawing Revised and Reissued):
a. The 8” water main has been located outside of the roadway as much as possible. Bid items have been revised to reflect this.
A copy of the amended pages of the Contract Documents noted in this Addendum No. 1 have been posted online at http://www.hrc-engr.com/bidtabs and should be utilized during the preparation of the bids and incorporated into the Bid Documents.
http://www.hrc-engr.com/bidtabs
Addendum No. 1 M59 Water Main Crossing Highland Township September 23, 2016 HRC Job Number 20130529 Page 2 of 2
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The Bidder shall acknowledge receipt of this Addendum No. 1 by signing this Addendum No. 1 and including it with the Bid Documents. Failure to submit Addendum No. 1 may result in the rejection of the bid.
Prepared by: HUBBELL, ROTH & CLARK, INC. Michael P. Darga, P.E. MPD/mpd pc: All Bidders Highland Twp; B. Corwin HRC; R. Alix, N. Womack Accepted by: Company Name: Printed Name & Title: Signature: Address: City: State: Zip: Telephone: ______________________________
M-59 WATER MAIN CROSSING PROPOSAL HIGHLAND TOWNSHIP 00300 / 1
Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20130529
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PROPOSAL FOR
M-59 WATER MAIN CROSSING HIGHLAND TOWNSHIP
OAKLAND COUNTY, MICHIGAN
Highland Township Bids Due: Wednesday, September 28, 2016 205 N. John Street On or Before 10:00 am, Local Time Highland, MI 48357 HRC Job No. 20130529 To Prospective Bidders: Name of Bidder: Address: Date: Telephone: Fax:
The above, as Bidder, hereby declares this bid is made in good faith without fraud or collusion with any persons bidding, and that the Drawings, Specifications, and all other information referenced in the Instructions to Bidders have been examined. Further, the Bidder is familiar with the location of the work described herein and is fully informed as to the nature of the work and the conditions relating to the performance of the Contract. The Bidder acknowledges that no representations or warranties of any nature whatsoever have been received, or are relied upon from the Township, its agents or employees, as to any conditions to be encountered in accomplishing the work and that the bid is based solely upon the Bidder’s own independent judgment. The above, as Bidder, hereby certifies that the Drawings, Specifications, and other data provided by the Owner for bidding purposes have been examined. Further, the undersigned certifies that the proposed construction methods have been reviewed and found acceptable for the conditions which can be anticipated from the information provided for bidding. The Bidder hereby affirms that the site of work has been inspected and further declares that no charges in addition to the Individual Unit Prices shall be made on account of any job circumstances or field conditions which were present and/or ascertainable prior to the bidding. In addition, The Contractor, as such and as Bidder, shall make the determination as to existing soil conditions and shall also complete the work under whatever conditions created by the Contractor/Bidder’s sequence of construction, construction methods, or other conditions the Contractor/Bidder may create, at no additional cost to the Owner. The above, as Bidder, confirms knowledge of the location of the proposed M-59 Water Main Crossing Project and appurtenant construction in the Township of Highland, Oakland County, Michigan, and the conditions under which it must be constructed; and also declares to have carefully examined the Drawings, Specifications, and Contract Documents which the Bidder understands and accepts as sufficient for the purpose of constructing said M-59 Water Main Crossing Project, and appurtenant work, and agrees to contract with the Township of Highland to furnish all labor, materials, tools, equipment, facilities and supervision
M-59 WATER MAIN CROSSING PROPOSAL HIGHLAND TOWNSHIP 00300 / 2
Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20130529
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necessary to do all the work specified and prescribed for the Township of Highland, in strict accordance with the Owner’s General Conditions, and with the full intent of the Drawings and Specifications, prepared by Hubbell, Roth & Clark, Consulting Engineers, and will accept in full payment therefore the sum of: BASE BID Item Quantity Unit Price Total Cost 1. Pavt, Rem 710 syd @ $ = $
2. Sidewalk, Rem 2,070 sft @ $ = $
3. Curb and Gutter, Rem 60 ft @ $ = $
4. Water Main, HDPE, DR 11, 16 inch, HDD 346 ft @ $ = $
5. Water Main, DI, Cl 54, 8 inch, Tr Det A 220 ft @ $ = $
6. Water Main, DI, Cl 54, 8 inch, Tr Det B 350 ft @ $ = $
7. Water Main, DI, Cl 54, 16 inch, Tr Det A 207 ft @ $ = $
8. Gate Valve & Well, 8 inch 8 ea @ $ = $
9. Gate Valve & Well, 16 inch 4 ea @ $ = $
10. Water Main Connection, 16 inch 1 ea @ $ = $
11. Fire Hydrant 4 ea @ $ = $
12. Water Service, Copper, Type K, 1 inch 105 ft @ $ = $
13. Curb Stop and Box, 1 inch 3 ea @ $ = $
14. HDPE to DI Transition Anchor 4 ea @ $ = $
15. Aggregate Base, 22A 260 ton @ $ = $
16. Aggregate Base, 21AA Limestone 270 ton @ $ = $
17. HMA, 36A, Mod 100 ton @ $ = $
18. HMA, 2C 30 ton @ $ = $
19. HMA, 3C 15 ton @ $ = $
20. HMA, 4C, Mod 15 ton @ $ = $
21. Curb and Gutter, Conc, Det F4 60 ft @ $ = $
22. Sidewalk, Conc, 4 inch 1,950 sft @ $ = $
23. Sidewalk Ramp, Conc, 6 inch 120 sft @ $ = $
24. ADA Tile, 24 inch 12 ft @ $ = $
25. Conc, Low Temp Protection 26 cyd @ $ = $
26. Seed, Blanket, Topsoil, 3 inch 3,800 syd @ $ = $
27. Erosion Control, Silt Fence 300 ft @ $ = $
M-59 WATER MAIN CROSSING PROPOSAL HIGHLAND TOWNSHIP 00300 / 3
Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20130529
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28. Erosion Control, Inlet Filter 5 ea @ $ = $
29. Mailbox, Relocate 1 ea @ $ = $
30. Tree, Rem 4 ea @ $ = $
31. SESC Permit Allowance 8,000 dlr @ $ 1.00 = $ 8,000.00
32. RCOC Permit Allowance 15,000 dlr @ $ 1.00 = $ 15,000.00
33. Traffic Control @ Lump Sum = $
34. Audio Video Route Survey @ Lump Sum = $
35. Mobilization @ Lump Sum = $
Total Amount of Bid $ ____________________
ALTERNATES Voluntary Alternates proposed by the Bidder will not be considered. The Bidder shall submit a bid based on the information shown on the Drawings and Specifications. The Owner reserves the right to award the Bid depending upon the availability of funds. The Owner, at its sole discretion, reserves the right to award to the Bidder who, in the sole determination of the Owner, will best serve the interest of the Owner. The Owner reserves the right to accept any bid, to reject any or all bids, to waive any and all informalities involving price, time, or changes in the work, and to negotiate contract terms with the successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional bids. However, it is the intention of the Owner to award to the low total bid to one bidder. Also, the Owner reserves the right to reject the bid of any Bidder if the Owner believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the bid is not responsive or the Bidder is unqualified, of doubtful financial ability, or fails to meet any other pertinent standard or criteria established by the Owner. Each bidder agrees to waive any claim it has or may have against the Owner, the Architect/Engineer, and their respective employees, arising out of or in connection with the administration, evaluation, or recommendation of any bid. Each Proposal must be accompanied by a bid deposit in the form of a certified check, cashier's check or bid bond, executed by the bidder and Surety Company, payable to the Township of Highland in the amount of Five Percent (5.0%) of the amount of the Proposal. See Instructions to Bidders – Bid Deposit for more information. TAXES The Bidder affirms that all applicable Federal, State and Local taxes of whatever character and description are included in all prices stated in this Form of Proposal.
M-59 WATER MAIN CROSSING PROPOSAL HIGHLAND TOWNSHIP 00300 / 4
Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20130529
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ADDENDA The Bidder acknowledges the following Addenda, covering revisions to the drawings or specifications and the cost, if any, of such revision has been included in the quoted proposal: Addendum No. 1 __________________ Dated September 23, 2016 ________
Addendum No. ___________________________ Dated_______________________
FEES The Bidder shall refer to the General Conditions for allowable Fees for additional work performed, upon Owner’s written authorization, by Bidder’s own forces and/or for additional work, upon Owner’s written authorization, by Bidder’s subcontractors. TIME OF COMPLETION If awarded the Contract for the M-59 Water Main Crossing Project, we agree to have all work substantially completed by December 30, 2016. Substantial Completion is defined that the facility is ready to use for its intended purpose with all utility systems fully functional. The Bidder hereby agrees to furnish the required Bonds, Insurance Certificates, and Policies within ten (10) days after acceptance of this Proposal. Final Completion with all clean-up and punch-list items shall be complete by June 1, 2017. The execution of all work and specific constraints as described in the contract drawings and specifications, with particular reference to Section 01020 Supplemental Project Notes, must be strictly adhered to. LIQUIDATED DAMAGES Time is of the essence for completion of this project in order to have the Project ready for the Township of Highland. The Bidder guarantees that the work will be completed within the time limit stated herein before or within the time as extended as provided elsewhere in the Specifications. Inasmuch as the damage and loss to the Owner which will result from the failure of the Bidder to complete the work within the stipulated time, will be most difficult or impossible to accurately determine, it is mutually agreed that the damages to the Owner for such delay and failure on the part of the Bidder shall be liquidated in the amount of Six Hundred Dollars ($600.00), for each and every calendar day by which the Bidder shall fail to complete the work or any part thereof within the provisions hereof, and such liquidated damages shall not be considered as a penalty. The Owner will deduct and retain out of any money due or to become due hereunder the amount of the liquidated damages, and in case those amounts are less than the amount of actual liquidated damages, the Bidder shall pay the difference upon demand of the Owner. We understand that liquidated damages may be assessed should we fail to meet the stipulated completion dates. Specifically, liquidated damages will be assessed daily beginning December 30, 2016 until such a time that Substantial Completion is achieved and further if all work is not completed by the Final Completion Date.
M-59 WATER MAIN CROSSING PROPOSAL HIGHLAND TOWNSHIP 00300 / 5
Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20130529
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BIDS TO REMAIN FIRM The price stated in this Proposal shall be guaranteed for a period of not less than 60 days from the bid due date and if authorized to proceed within that period, the bidder agrees to complete the work covered by the Proposal at said price. If this Proposal is accepted by the Owner and the undersigned shall fail to contract as aforesaid and to furnish the required surety bonds within fifteen (15) days after being notified of the acceptance of their bid, then the undersigned shall be considered to have abandoned the contract, and the Certified Check, Cashier’s Check or Bid Bond accompanying this Proposal shall be forfeited to the Township of Highland. If the undersigned enters into the contract in accordance with their proposal, or if their proposal is not accepted, then the accompanying bid guarantee shall be returned to the undersigned. Company Name: Signature: Title: Printed Name: Address: County: State: Telephone No.: Fax No.: Email Address:
M-59 WATER MAIN CROSSING PROPOSAL HIGHLAND TOWNSHIP 00300 / 6
Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20130529
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LEGAL STATUS OF BIDDER This Bid is submittal in the name of: (Print) The undersigned hereby designates below the business address to which all notices, directions or other communications may be served or mailed: Street City State Zip Code The undersigned hereby declares the legal status checked below: ( ) INDIVIDUAL ( ) INDIVIDUAL DOING BUSINESS UNDER AN ASSUMED NAME ( ) CO-PARTNERSHIP The Assumed Name of the Co-Partnership is registered in the County of , Michigan ( ) CORPORATION INCORPORATED UNDER THE LAWS OF THE STATE OF . The Corporation is ( ) LICENSED TO DO BUSINESS IN MICHIGAN ( ) NOT NOW LICENSED TO DO BUSINESS IN MICHIGAN The name, titles, and home addresses of all persons who are officers or partners in the organization are as follows: A corporation duly organized and doing business under the laws of the State of NAME AND TITLE HOME ADDRESS Signed and Sealed this day of , 20__. By (Signature) Printed Name of Signer Title
M-59 WATER MAIN CROSSING PROPOSAL HIGHLAND TOWNSHIP 00300 / 7
Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20130529
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BID BOND
We, the undersigned, As Principal, hereinafter called the Principal, and A corporation duly organized under the laws of the State of As surety, hereinafter called the SURETY, are held and firmly bound unto: The Owner: ___________________________________________________________________________________ in the sum of Dollars ($ ), For the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for NOW, THEREFORE, if the OWNER shall accept the bid of the Principal and the Principal shall enter into a contract with the OWNER in accordance with the terms of such bid, and give such bond or bonds as may be specified in the CONTRACT DOCUMENTS with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the OWNER the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the OWNER may in good faith contract with another party to perform the work covered by said bid, then the obligation of the Principal shall be null and void, otherwise to remain in full force and effect. Signed and sealed this day of , 20 (Witness) (Principal) (Seal) (Title) (Witness) (Surety) (Title)
END OF SECTION
PROJECT DETAILS
2
NO SCALE
5•" 1ƒ"
2'-0"
2" R.
2" R.
9"
1'-2"
4"
#4 BARS
1" / FT. SLOPE
1…
"
6"
9"
4•
"
4"
NO SCALE
F-4 CONCRETE CURB AND GUTTER
CONCRETE SIDEWALK SECTION
AS INDICATED ON THE PLANS.
4" OR 6" CONCRETE SIDEWALK
OF MAXIMUM DENSITY
COMPACTED TO 95%
4" CLASS II SAND
OF MAXIMUM DENSITY
COMPACTED TO 98%
EXISTING SUITABLE MATERIAL
NO SCALE
1'1' VARIES
PG 58-28
PG 58-28
HMA APPLICATION CHART
COURSEITEM
(PER COURSE)
APPLICATION
RATE PER
165 LBS/SYD
440 LBS/SYDHMA, 2C BASE
(2 COURSES)
WEARING + LEVELING
GRADE
PERFORMANCE
PG 58-28220 LBS/SYDHMA, 3C
HMA, 4C, MOD
HMA, 36A, MOD
PG 58-28 WEARING
LEVELING
PG 58-28COST OF HMA)
(INCLUDED IN
HMA BOND COAT
220 LBS/SYD
0.10 GAL/SYD(NOT A PAY ITEM)
FOR INFO ONLY
* AGGREGATE WEAR INDEX EQUALS 260
HDPE, DRII, 16 INCH, HDD)
(INCLUDED IN THE UNIT PRICE FOR WATER MAIN,
HMA SECTION
TYPICAL DEEP STRENGTH
MILFORD ROAD
NO SCALE
4" MDOT BITUMINOUS MIX 2C
OF MAXIMUM DENSITY
COMPACTED TO 95%
CLASS II SAND
(INCIDENTAL)
0.10 GAL/SYD
BOND COAT
BITUMINOUS
2" MDOT BITUMINOUS MIX 3C
LIMESTONE
8" 21AA AGGREGATE,
2 " MDOT BITUMINOUS MIX 4C, MOD
HMA SAFTY PATH AND DRIVEWAY SECTION
NO SCALE
6" - AGGREGATE BASE, 21AA LIMESTONE
1'VARIES1'
OF MAXIMUM DENSITY
COMPACTED TO 95%
CL II SAND BACKFILL
OF MAXIMUM DENSITY OR
COMPACTED TO 98%
EXISTING MATERIAL
1•" MDOT BITUMINOUS MIX 36A, MOD
1•" MDOT BITUMINOUS MIX 36A, MOD
NO SCALE
8" 22A AGGREGATE
CLASS II SAND
GRAVEL ROAD SECTION
4" MIN.
NO SCALE
(6" LIFT MAX.)
DENSITY
95% OF MAXIMUM
COMPACTED TO
CL II SAND
12"
MI
N.
30" MAX.
PIPE
BEDDING DETAIL - TRENCH B
8" - 16" DIA. PIPE
DENSITY (12" LIFTS)
TO 95% OF MAXIMUM
MATERIAL COMPACTED
SUITABLE EXCAVATED
4" MIN.
NO SCALE
(6" LIFT MAX.)
DENSITY
95% OF MAXIMUM
COMPACTED TO
CL II SAND
30" MAX.
PIPE
BEDDING DETAIL - TRENCH A
8" -16" DIA. PIPE ADDENDUM NO. 1
1
1
9-23-16
MICHIGANCOUNTY
2016 Hubbell, Roth & Clark, Inc. All Rights ReservedC
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CROSSING
M-59 WATER MAIN
20130529
MAY 2016
DMJ
JB
MPD/DMJ
6-27-16 ISSUED FOR MDOT PERMITS
7-28-16 ISSUED FOR PERMITS
MPD
8-5-16 REISSUED FOR MDOT PERMIT
8-25-16 REISSUED FOR RCOC PERMIT
ISSUED FOR BIDS9-7-16
ISSUED FOR M.D.E.Q. PERMITS9-16-16
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
NO.
SHEET
V:\201305\20130529\C\c001Detail02.dgn
OF
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrc-engr.com
FAX (1st. Floor): (248) 454-6312
FAX (2nd. Floor): (248) 338-2592
23-S
EP-2
016 09:1
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Detail02.d
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=
450 N. MILFORD ROAD
11-22-326-020
394 N. MILFORD ROAD
11-22-376-009
105 E. RUGGLES ST.
11-22-376-010
280 N. MILFORD ROAD
11-22-378-001
281 N. MILFORD ROAD
11-22-353-010
315 N. MILFORD ROAD
11-22-352-006
115 W. HIGHLAND ROAD
11-22-352-005
HI
GH
LA
ND
RO
AD
RU
GG
LES S
T.
N. MILFORD RD.
Guy
Wire
Anchor
Guy
Wire
Anchor
Guy
Wire
Anchor
Elec.
Hand
Hole
Utility
Pole-
E,
T,
C
2"
CR
AB-
AP
PL
EPlanting
Area
Light
Pole-
E
Elec.
Hand
Hole
6'
Htg.
Vert.
Board
13"
MA
PL
E, 1"
Ste
ms
7"
MA
PL
E, 4"
Ste
ms
5"
MA
PL
E, 2"
Ste
ms
6'
Htg.
Vert.
Board
12"
MA
PL
E
Light
Pole-
E
8"
MA
PL
E
3'
Htg.
YE
W, 4'
Sprd.
Catch
Basin
3'
Htg.
YE
W, 4'
Sprd.
3'
Htg.
YE
W, 4'
Sprd.
8"
MA
PL
E
Light
Pole-
E
Elec.
Hand
Hole
Catch
Basin
Guy
Wire
Anchor
Elec.
Hand
Hole
Manhole-
Elec.
Manhole-
Gas
Catch
Basin
Stor
m
Manhole
Undgrd.
Marker-
Gas
Stor
m
Manhole
Guy
Wire
Anchor
Catch
Basin
Stor
m
Manhole
Light
Pole-
E
Light
Pole-
E
Light
Pole-
E
Catch
Basin
Elec.
Hand
Hole
Catch
Basin
Guy
Wire
Anchor
Elec.
Hand
Hole
Guy
Wire
Anchor
Elec.
Hand
Hole
Elec.
Hand
Hole
Catch
Basin
Guy
Wire
Anchor
Light
Pole-
E,
T,
C
Guy
Wire
Anchor
4"
CR
AB-
AP
PL
E
3"
CR
AB-
AP
PL
E
3"
CR
AB-
AP
PL
E
Steel
Sign
Steel
Street
Sign
Steel
Sign
Corner
Steel
Sign
Steel
Sign
Wood
Sign
Steel
Sign
Steel
Sign
Ground
Monitor
Well
Sign
Corner
Concrete
Ground
Monitor
Well
Ground
Monitor
Well
Wood
Sign
Steel
Street
Sign
Steel
Sign
Wood
Sign
Hedge
Ro
w, 3'
Sprd.
7"
MA
PL
EHedge
Ro
w, 3'
Sprd.
Hedge
Ro
w, 3'
Sprd.
4-
BU
SH, 3'
Sprd.
2-J
UNI
PE
R, 8'
Sprd.
3-
LI
LA
C, 4'
Sprd.
2-
BU
SH, 5'
Sprd.
2-
BU
SH, 4'
Sprd.
3-
Light
Poles-
E
Traffic
Signal
Pole
Traffic
Signal
Pole
Traffic
Signal
Pole
12'
Htg.
SP
RU
CE
12'
Htg.
SP
RU
CE
Steel
Sign
Steel
Street
Sign
Traffic
Signal
Pole
Steel
Sign
Traffic
Signal
Pole
Steel
Sign
Traffic
Signal
Pole
Steel
Sign
Traffic
Signal
Pole
Wood
Sign
Traffic
Signal
Pole
Steel
Sign
Steel
Sign
Traffic
Signal
Pole
Steel
Sign
Steel
Sign
35'
Htg.
PI
NE
End
Section
12"
Conc.Inlet
YE
W, 7'
Sprd.
Fire
Hyd.
Gate
&
Well
Retaining
Wall
Retaining
Wall
Dist.
Box 12"-
PV
C
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E
SH
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NO. 6
FO
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NU
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ON
MATERIAL
OR FLAMMABLE
HAZARDOUS
CAUTION
MATERIAL
OR FLAMMABLE
HAZARDOUS
CAUTION
16" G.V. & WELL
16" G.V. & WELL
8" G.V. & WELL
N
1
GVW 45° BEND
45° BEND
45° BEND
16" G.V. & WELL
VERT. 1"=5'
HORIZ. 1"=30'
1"= 30'
16"x 8" TEE
& WELL
8" G.V.
ANCHOR
HDPE
5
ANCHOR
TRANSITION
HDPE - D.I.
PLAN AND PROFILE SHEET
EASTING PROPOSED ELEV.NORTHING
AND HYDRANT SCHEDULE
PROPOSED WATER MAIN GATE VALVE
HORIZONTAL AND VERTICAL CONTROL
GVW 1
GVW 2
ELEVATIONS ARE NAVD 88 DATUM.INTERNATIONAL FEET.
HORIZONTAL CONTROL IS NAD 1983 STATE PLANE MICHIGAN SOUTH
GVW 3
GVW 4
GVW 5
GVW 5A
A
HYD
HYD A
1014.53
2
GVW
3
GVW
4
GVW5
GVW
416571.3101
416465.3505 13324898.6667
1014.4813324887.3861
416815.6824 13324919.7295 1007.53
416870.1442 13324946.3070 1005.85
417095.2882 13324937.7767 1006.99
1011.72417103.9753 13324803.8284
416469.6280 13324892.1424
HORIZONTAL DIRECTIONAL DRILLING HORIZONTAL DIRECTIONAL DRILLING
DUCTILE IRON
OPEN-CUT
WATER MAIN OPEN-CUT
17'- 16" CL. 54 D.I.
B
HYD
HYD B 416861.4251 13324921.3668
EASEMENT
25' WATER MAIN 15'
10'
45'
48'
10'
35'
(TYP.)
BORE PIT
10'X 35'
10'
25'
BORE PIT
10'X 35'
BORE PIT
10'X 35'
BORE PIT
10'X 35'
25'
1.5' MIN.
(FROM STUB TO GV)
WATER MAIN OPEN-CUT
10'- 16" CL.54 D.I.
5A
GV
16"x 16" TEE
CONNECTION, 16 INCH
WATER MAIN
DUCTILE IRON
OPEN-CUT
- 1 EA
ASSEMBLY
FIRE HYDRANT
OPEN-CUT DUCTILE IRON
ANCHOR
HDPE
ANCHOR
HDPE
ANCHOR
HDPE
(GV TO BEND)
WATER MAIN OPEN-CUT
326'- 16" CL 54 D.I.(BEND TO ANCHOR)
WATER MAIN OPEN-CUT
114'- 16" CL. 54 D.I.
ANCHOR
TRANSITION
HDPE - D.I.
TRANSITION ANCHOR
HDPE - D.I.
ANCHOR
TRANSITION
HDPE - D.I.
140 W. HIGHLAND RD
11-22-301-007
1
1
(ANCHOR TO ANCHOR)
WATER MAIN
300'- 16" HDPE DR11
WILL HAVE TO TAKE PLACE AFTER HOURS OR ON WEEKENDS.
BUSINESS OWNERS EFFECTED BY THE WATER MAIN SHUT DOWN. CONNECTION
16"x16"x16" TEE. CONTRACTOR TO COORDINATE INTURRUPTION TO EXISTING
5. CONTRACTOR TO MAKE 16 INCH WATER MAIN CONNECTION BY CUTTING IN A
EXISTING NON-RESTRAINED WATER MAIN SYSTEM.
LIMITS OF PROJECT WHERE NEW HDPE WATER MAIN IS CONNECTING TO THE
4. CONCRETE ANCHORS FOR IN-LINE THRUST RESTRAINT SHALL BE INSTALLED AT
OAKLAND COUNTY STANDARD WATER MAIN DETAILS.
3. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND FITTINGS PER
USING APPROVED SYSTEMS PER SPECIFICATIONS.
2. ALL DUCTILE IRON PIPE, BENDS AND FITTINGS SHALL HAVE RESTRAINED JOINTS
PIPE TO HAVE BLUE STRIPES AND NSF-PW PRINTED ON THE OUTSIDE.
IRON CL54 (CEMENT LINED DOUBLE THICKNESS). ALL HDPE
1. ALL WATER MAIN PIPE AND FITTINGS SHALL BE HDPE DIPS DR11, OR DUCTILE
WATER MAIN NOTES:
(ANCHOR TO BEND)
WATER MAIN
120'- 16" HDPE DR11
(TEE TO ANCHOR)
WATER MAIN OPEN-CUT
15'- 16" CL. 54 D.I.
1
1
1
1
ADDENDUM NO. 19-23-16
MICHIGANCOUNTY
2016 Hubbell, Roth & Clark, Inc. All Rights ReservedC
BE
AU
MO
NT
REID
PE
TTIB
ON
E
WA
TE
RB
UR
Y
LIVINGSTON
TEEPLE
WARDLOW
JACKSON
BLVD.
WHIT
ELA
KE
MIL
FO
RD
MILFORD
MIL
FO
RD
CLYDE
MIDDLE
WARDLOW
TIP
SIC
O
ROWE
RO
WE
EA
GL
E
59
HIGHLAND TOWNSHIP
N
LONE TREE
COOLEY LK.
DU
CK
LK.
HIGHLAND
LK.
HA
RV
EY
FIS
H
LK.
LK.
M-59
LK.
HONEYWELL
TIP
SIC
O
LK. HIC
KO
RY
RID
GE
CS
X
RRLOCATION
PROJECT
HIGHLAND TOWNSHIP
CROSSING
M-59 WATER MAIN
CONSTRUCTION ACTIVITIES.
FIELD VERIFY THE ACCURACY AND COMPLETENESS PRIOR TO
ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL
AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN
WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED,
HAVE BEEN TAKEN FROM VISUAL OBSERVATION, AND RECORD MAPPING
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY
NOTICE:
MISSDIG
BEFORE YOU DIGCALL MISS DIG1-800-482-7171
their facilities at no charge to the caller.
Member utilities are required to locate
3 FULL WORKING DAYS
R20130529
MAY 2016
DMJ
JB
MPD/DMJ
6-27-16 ISSUED FOR MDOT PERMITS
7-28-16 ISSUED FOR PERMITS
MPD
8-5-16 REISSUED FOR MDOT PERMIT
8-25-16 REISSUED FOR RCOC PERMIT
ISSUED FOR BIDS9-7-16
ISSUED FOR M.D.E.Q. PERMITS9-16-16
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
NO.
SHEET
V:\201305\20130529\C\cm030plt05.dgn
OF
WEB SITE: http: / / www.hrc-engr.com
105 W. GRAND RIVER AVE.
HOWELL, MICH. 48843
PHONE: (517) 552-9199
FAX : (517) 552-6099
23-S
EP-2
016 09:5
5US
ER
NA
ME
=dja
mes
DE
SI
GN FI
LE
=I:\
MS
V8i\pltcfg\H
RC_P
DF.pltcfg
07012015
HR
C.tbl
QU
EU
E
=P
EN
TB
L. =
CLR. T
BL. =
V:\201305\20130529\C\c
m030plt05.d
gn
TI
ME
=23-
SE
P-2016 09:55
US
ER
NA
ME
=dja
mes
DE
SI
GN
FI
LE
=I:\
MS
V8i\pltcfg\
HR
C_
PD
F.pltcfg
07012015
HR
C.tbl
QU
EU
E
=P
EN
TB
L.
=C
LR.
TB
L.
=V:\201305\20130529\
C\c
m030plt05.dgn
TI
ME
=
SB#31
980
985
990
995
1000
1005
1010
1015
10201020
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
> RUGGLES ST.
8"
N
&
S
T/
P 1009.30
8"
N
&
S
T/
P 1000.25
>
MI
LF
OR
D
RD.
8"
N
&
S
T/
P 1000.94
BE
ND
T/
P 1001.23
BE
ND
T/
P 1001.11
EXI
ST. 12"
ST
OR
M
EXI
ST. 6"
GA
S
>
M-59 (
EA
ST
BO
UN
D)
>
M-59 (
WE
ST
BO
UN
D)
EXI
ST. 6"
GA
S
EXI
ST. 24"
ST
OR
M
T/
P 1009.36
T/
P 1006.30
T/
P 1002.90
T/
P 1002.06
T/
P 994.87
T/
P 994.87
T/
P 994.87
T/
P 994.87
RI
M 1011.72
16"
G.
V.
&
W.
ST
A. 7
+83
RI
M 1006.99
16"
G.
V.
&
W.
ST
A. 6
+24
RI
M 1005.85
16"
G.
V.
&
W.
ST
A. 4
+13
T/
P 1008.30
T/
P 1006.30
EX. GRADE @ PROPOSED W.M.
(MIN.)
5.5' COVER
(MIN.)
5.5' COVER
(MIN.)
5.5' COVER
16" HDPE, DR 11
16" HDPE, DR 1
1
16" D.I.
(W.M. TO PAVEMENT)
9.3' COVER
C.S.B.
6"
HY
D.
TE
E
T/
P 1009.25
980
985
990
995
1000
1005
1010
1015
10201020
(W.M. TO PAVEMENT)
7.4' COVER
T/
P 1001.41
16"x16"x8"
TE
E
T/
P 1001.48
6"
HY
D.
TE
E
T/
P 1000.39
16"
N
&
S
T/
P 1003.55
16" D.I.
16" D.I.
RI
M 1015.09
16"
G.
V.
&
W.
T/
P 1008.67
16"x16"x8"
TE
E
C.S.B.
ITEM QTY UNIT
QUANTITIES THIS SHEET
Ft
EA
Ft
GATE VALVE AND WELL, 16 INCH 4
2 EAGATE VALVE AND WELL, 8 INCH
2 EA
475
346WATER MAIN, HDPE, DR 11, 16 INCH, HDD
WATER MAIN, DI. CL 54, 16 INCH, TR DET A
FIRE HYDRANT
Ft10WATER MAIN, DI. CL 54, 8 INCH, TR DET A
PROPOSED HMA
EXISTING HMA
EXISTING CONCRETE
LEGEND:
PAVEMENT REMOVAL
PROPOSED CONCRETE
CURB & GUTTER REMOVAL
EXISTING GRAVEL
SB #B-06
SB #B-05SB #B-01
SB #B-04
SB #B-03B-02
SB#
ST
E
ET
R
T
E
R
E
E
R
E
T
T
E
R
M
R
T
E
E
E
E
R
ET
R
E
WD
B
E
E
T
T
R
E
R
E
E
T
T
E
R
G
R
R
R
E
T
T
E
R
E
R
T
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ST
S
S
S
I
ST
ST
S
S
S
S
(ABANDON)
WATER WELL
PROPOSED HMA
EXISTING HMA
EXISTING CONCRETE
LEGEND:
PAVEMENT REMOVAL
PROPOSED CONCRETE
CURB & GUTTER REMOVAL
EXISTING GRAVEL
N
394 N. MILFORD ROAD
11-22-376-009
105 E. RUGGLES ST.
11-22-376-010280 N. MILFORD ROAD
11-22-378-001
281 N. MILFORD ROAD
11-22-353-010
315 N. MILFORD ROAD
11-22-352-006
115 W. HIGHLAND ROAD
11-22-352-005
RU
GG
LES S
T.
N. MILFORD RD.
337 N. SAINT JOHN RD.
11-22-376-006
151 E. RUGGLES ST.
11-22-376-008
152 E. RUGGLES ST.
11-22-378-009
276 N. SAINT JOHN RD.
11-22-380-001
308 N. SAINT JOHN RD.
11-22-377-005
355 N. SAINT JOHN RD.
11-22-376-01111-22-377-002
11-22-376-007
355 N. SAINT JOHN RD.
11-22-376-011
8" G.V. & WELL(TEE TO GV)
WATER MAIN
20'- 8" CL.54 D.I.
8" G.V. & WELL
8" G.V. & WELL 8" G.V. & WELL
8"x 8" TEE
(GV TO GV)
WATER MAIN
37'- 8" CL.54 D.I.
(FROM STUB TO GV)
WATER MAIN
10'- 8" CL.54 D.I.
(GV TO TEE)
WATER MAIN
51'- 8" CL.54 D.I.
- 1 EA
ASSEMBLY
FIRE HYDRANT
(FROM GV TO STUB)
WATER MAIN
10'- 8" CL.54 D.I.
8" G.V. & WELL
SEE SHEET NO. 5
FOR CONTINUATION
PRESSURE TESTING IS COMPLETED SUCCESSFULLY
MADE ONLY AFTER THE BACTERIOLOGICAL AND
PHYSICAL CONNECTION TO EXISTING W.M. TO BE
NOTE:
(GV TO GV)
WATER MAIN
185'- 8" CL.54 D.I.
(TYP.)
SERVICE
1" WATER
PLAN SHEET
1"= 30'
6
WELL
MONITOR
GROUND
WELL
WATER
WELL
MONITOR
GROUND
WELL
MONITOR
GROUND
WATER WELL
WELL
MONITOR
GROUND
CONSTRUCTION
LIMITS OF
EASTING PROPOSED ELEV.NORTHING
AND HYDRANT SCHEDULE
PROPOSED WATER MAIN GATE VALVE
HORIZONTAL AND VERTICAL CONTROL
GVW 6
GVW 7
ELEVATIONS ARE NAVD 88 DATUM.INTERNATIONAL FEET.
HORIZONTAL CONTROL IS NAD 1983 STATE PLANE MICHIGAN SOUTH
GVW 8
GVW 9
GVW 10
HYD C
HYD D
1013.65
416560.2171
416535.2408 13324916.2602
1011.93
C
HYD
D
HYD
13325164.3653
416534.8488 13325216.3767 1012.18
416571.6757 13325215.0950 1011.80
416756.2597 13325208.1015 1004.65
416572.7654 13325183.0308
416742.2341 13325177.9444
45° BEND
(BEND TO BEND)
WATER MAIN
19'- 8" CL. 54 D.I.
(BEND TO GV)
WATER MAIN
211'- 8" CL.54 D.I.
(GV TO BEND)
WATER MAIN
25'- 8" CL.54 D.I.
(PROTECT INCID.)
4 EA.
MAILBOXES
SERVICE CONNECTION - EA.
THE WELL AND DISCONNECT EXISTING WELL. PAID FOR AS WATER
5. CONTRACTOR TO MAKE CONNECTION TO EXISTING WATER SERVICE AT
TO CONSTRUCTION.
4. CONTRACTOR TO PROTECT EXISTING MONITORING WELLS INCIDENTIAL
24 HOUR NOTIFICATION IS REQUIRED.
OTHER THAN AN AUTHORIZED WATER DEPARTMENT EMPLOYEE.
HYDRANT ON AN EXISTING WATER LINE IS TO BE OPERATED BY ANYONE
VALVES AND HYDRANTS ON EXISTING WATERMAINS. NO VALVE OR
3. THE OCWRC WATER DEPARTMENT WILL OPEN AND CLOSE ALL
ADJACENT LAWN AND/OR SIDEWALK GRADES.
ALL HYDRANT FINISH GRADE ELEVATIONS SHALL BE SET 6" ABOVE EXISTING
ADJACENT LAWN AND/OR PAVEMENT GRADES (6" BELOW GRAVEL ROADS).
2. ALL GATE VALVE RIM ELEVATIONS SHALL BE SET FLUSH WITH EXISTING
PRICE FOR WATER MAIN).
SAND AND COMPACTED TO 95% DENSITY (INCLUDED IN THE UNIT
OF PAVEMENT SHALL ALSO BE BACKFILLED WITH MDOT CLASS II
WATER MAIN TRENCHES WITHIN THREE (3) FEET OF THE EDGE
SAND AND COMPACT TO 95% DENSITY IN ONE (1) FOOT LIFTS.
INCLUDING DRIVEWAYS AND SIDEWALKS, WITH MDOT CLASS II
1. CONTRACTOR SHALL BACKFILL UNDER ALL PAVEMENT AND GRAVEL ROAD,
NOTES:
UNIT PRICE BID FOR WATER MAIN
SPECIFICATIONS. ALL COSTS ARE TO BE INCLUDED IN
IN ACCORDANCE WITH THE STANDARD DETAILS AND
SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR
TO CONSTRUCT THE PROPOSED WATER MAIN AS SHOWN
ALL BENDS, FITTINGS, TEES, CROSSES, ETC. NECESSARY
BID FOR WATER MAIN
ALL COSTS INCURRED SHALL BE INCLUDED IN THE UNIT PRICE
DIRECTED BY THE STANDARD DETAILS AND SPECIFICATIONS.
AT ALL PLUGS, CAPS, TEES, FITTINGS, BENDS AND ELBOWS AS
THE CONTRACTOR SHALL FURNISH AND PLACE THRUST BLOCKS
ALIGNMENT UNLESS OTHERWISE INDICATED ON PLANS.
RECOMENDATIONS TO MAINTAIN VERTICAL AND HORIZONTAL
CONTRACTOR SHALL DEFLECT JOINTS PER MANUFACTURERS
EQUAL OR BETTER CONDITION PRIOR TO CONSTRUCTION.
INCURRED DURING CONSTRUCTION SHALL BE RESTORED TO
LANDSCAPING, SPRINKLER HEADS, SIGNS, ETC. ANY DAMAGE
CONTRACTOR SHALL PROTECT ALL MAILBOXES, DECORATIVE
PROJECT.
MAY BE NECESSARY TO PROPERLY CONSTRUCT THIS
AND THE EXTENT OF ANY SOIL DEWATERING THAT
FAILURE TO PROPERLY EVALUATE SOIL CONDITIONS
FOR EXTRA COMPENSATION WILL BE ALLOWED FOR
PROSPECTIVE BIDDERS ARE ADVISED THAT NO CLAIMS
SCREENED TOPSOIL, FERTILIZER, SEED AND BLANKET.
LAWN AREAS SHALL BE RESTORED WITH ALL 3" OF
NOTE:
MONITOR WELL
GROUND
9
GVW8
GVW
7
GVW
6
GVW
- 1 EA
ASSEMBLY
FIRE HYDRANT
SAINT JOHN RD
ADDENDUM NO. 19-23-16
1
MICHIGANCOUNTY
2016 Hubbell, Roth & Clark, Inc. All Rights ReservedC
BE
AU
MO
NT
REID
PE
TTIB
ON
E
WA
TE
RB
UR
Y
LIVINGSTON
TEEPLE
WARDLOW
JACKSON
BLVD.
WHIT
ELA
KE
MIL
FO
RD
MILFORD
MIL
FO
RD
CLYDE
MIDDLE
WARDLOW
TIP
SIC
O
ROWE
RO
WE
EA
GL
E
59
HIGHLAND TOWNSHIP
N
LONE TREE
COOLEY LK.
DU
CK
LK.
HIGHLAND
LK.
HA
RV
EY
FIS
H
LK.
LK.
M-59
LK.
HONEYWELL
TIP
SIC
O
LK. HIC
KO
RY
RID
GE
CS
X
RRLOCATION
PROJECT
HIGHLAND TOWNSHIP
CROSSING
M-59 WATER MAIN
CONSTRUCTION ACTIVITIES.
FIELD VERIFY THE ACCURACY AND COMPLETENESS PRIOR TO
ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL
AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN
WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED,
HAVE BEEN TAKEN FROM VISUAL OBSERVATION, AND RECORD MAPPING
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY
NOTICE:
MISSDIG
BEFORE YOU DIGCALL MISS DIG1-800-482-7171
their facilities at no charge to the caller.
Member utilities are required to locate
3 FULL WORKING DAYS
R20130529
MAY 2016
DMJ
JB
MPD/DMJ
6-27-16 ISSUED FOR MDOT PERMITS
7-28-16 ISSUED FOR PERMITS
MPD
8-5-16 REISSUED FOR MDOT PERMIT
8-25-16 REISSUED FOR RCOC PERMIT
ISSUED FOR BIDS9-7-16
ISSUED FOR M.D.E.Q. PERMITS9-16-16
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
NO.
SHEET
V:\201305\20130529\C\cm030plt06.dgn
OF
WEB SITE: http: / / www.hrc-engr.com
105 W. GRAND RIVER AVE.
HOWELL, MICH. 48843
PHONE: (517) 552-9199
FAX : (517) 552-6099
23-S
EP-2
016 10:0
3US
ER
NA
ME
=dja
mes
DE
SI
GN FI
LE
=I:\
MS
V8i\pltcfg\H
RC_P
DF.pltcfg
07012015
HR
C.tbl
QU
EU
E
=P
EN
TB
L. =
CLR. T
BL. =
V:\201305\20130529\C\c
m030plt06.d
gn
TI
ME
=23-
SE
P-2016 10:03
US
ER
NA
ME
=dja
mes
DE
SI
GN
FI
LE
=I:\
MS
V8i\pltcfg\
HR
C_
PD
F.pltcfg
07012015
HR
C.tbl
QU
EU
E
=P
EN
TB
L.
=C
LR.
TB
L.
=V:\201305\20130529\
C\c
m030plt06.dgn
TI
ME
=
SB#31
ITEM QTY UNIT
QUANTITIES THIS SHEET
Ft
5 EAGATE VALVE AND WELL, 8 INCH
2 EA
220
FIRE HYDRANT
WATER MAIN, DI. CL 54, 8 INCH, TR DET A
WATER SERVICE, COPPER, TYPE K, 1 INCH 230 Ft
3 EACURB STOP AND BOX, I INCH
FtWATER MAIN, DI. CL 54, 8 INCH, TR DET B 350
ET
10
GVW
ETC
E
H
PB
E
E E
E
E
E
E
SE
H
UN
E
H
E
E
T
ET
S
S
ET
AC
SC
T
GM
S
EM
ET
AC
S
S
WD
B
ET
E
E
E
S
ET
RR
RR
RR
R
RR
RRR
SR
R
R
S
2016_09_23_M59_WM_Add100300_Proposal_R20100629_Add1FEESBID BONDEND OF SECTION
c001Detail02cm030plt05cm030plt06