hubbell, roth & clark, inc. · 29.05.2013 · bradley w. shepler . karyn m. stickel . jane m....

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

y:\201305\20130529\04_design\project_docs\specs\as bid\addendum 1\00300_proposal_r20100629_add1.doc 09/23/16 10:

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




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 @ $ = $




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.




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.




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:




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




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

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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

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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

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450 N. MILFORD ROAD

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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

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16" G.V. & WELL

8" G.V. & WELL

N

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GVW 45° BEND

45° BEND

45° BEND

16" G.V. & WELL

VERT. 1"=5'

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ANCHOR

HDPE

5

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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


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



MPD





APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE


NO.

SHEET

V:\201305\20130529\C\cm030plt05.dgn

OF


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

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=P

EN

TB

L. =

CLR. T

BL. =

V:\201305\20130529\C\c

m030plt05.d

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TI

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=23-

SE

P-2016 09:55

US

ER

NA

ME

=dja

mes

DE

SI

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FI

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=I:\

MS

V8i\pltcfg\

HR

C_

PD

F.pltcfg

07012015

HR

C.tbl

QU

EU

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=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


11-22-380-001


11-22-377-005


11-22-376-01111-22-377-002

11-22-376-007


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


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



MPD





APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE


NO.

SHEET

V:\201305\20130529\C\cm030plt06.dgn

OF


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

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=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