dpw complex improvements city of south lyon...

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Bloomfield Hills 555 Hulet Drive Bloomfield Hills, MI 48302 248-454-6300 Delhi Township 2101 Aurelius Rd. Suite 2A Holt, MI 48842 517-694-7760 Detroit 535 Griswold St. Buhl Building, Ste 1650 Detroit, MI 48226 313-965-3330 Grand Rapids 1925 Breton Road SE Suite 100 Grand Rapids, MI 49506 616-454-4286 Jackson 401 S. Mechanic St. Suite B Jackson, MI 49201 517-292-1295 Kalamazoo 834 King Highway Suite 107 Kalamazoo, MI 49001 269-665-2005 Lansing 215 S. Washington SQ Suite D Lansing, MI 48933 517-292-1488 Y:\201900\20190043\04_Design\Project_Docs\Submittals\20200327_Addendum 1\Individual Files\cover letter.docx STREET: 105 W. Grand River Howell, MI 48843 PHONE: 517-552-9199 WEBSITE: hrcengr.com ADDENDUM NO. 1 DPW COMPLEX IMPROVEMENTS CITY OF SOUTH LYON OAKLAND COUNTY, MICHIGAN March 27, 2020 HRC Job No. 20190043 ONLINE ONLY http://www.hrcengr.com/bid-info/ INTENT: This Addendum No. 1 is issued prior to receipt of bids to provide for certain changes and clarifications to the specifications and/or the plans, as herein specified, and is hereby made a part of the Contract Documents and shall be taken into consideration in preparing the Proposal. The General Conditions and Specifications for the original work and the Contract Drawings are to govern this work unless otherwise revised herein. All other conditions remain the same. CONTRACT DOCUMENTS 2. SPECIFICATION SECTION 00030 – Advertisement (Revised and Reissued). Added language to require all bids to be submitted via US Mail. 3. SPECIFICATION SECTION 00300 – PROPOSAL (Revised and Reissued). Item 23 has been added to Division I. The item and qty are shown in bold italics. Bidder must acknowledge addendum with signature on page 00300/10 CONTRACT DRAWINGS 1. Sheet 5 (Revised and Reissued) Added Outlet Control Structure, SO2 Filter item and call out Note 3. 2. Sheet 6 (Revised and Reissued) Added storm sewer pipe invert elevations. A copy of the amended pages of the Contract Documents noted in this Addendum No. 1 have been posted online at http://www.hrcengr.com/bid-info/ and should be utilized during the preparation of the bids and incorporated into the Bid Documents. The Bidder shall acknowledge receipt of this Addendum No. 1 by signing in the location provided below and incorporating this Addendum No. 1 with the submission of his bid. Failure to include Addendum No. 1 and its attachments may result in rejection of the bid.

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Page 1: DPW COMPLEX IMPROVEMENTS CITY OF SOUTH LYON …...Y:\201900\20190043\04_Design\Project_Docs\Submittals\20200327_Addendum 1\Individual Files\cover letter.docx Addendum No. 1 March 27,

Bloomfield Hills 555 Hulet Drive Bloomfield Hills, MI 48302 248-454-6300

Delhi Township 2101 Aurelius Rd. Suite 2A Holt, MI 48842 517-694-7760

Detroit 535 Griswold St. Buhl Building, Ste 1650 Detroit, MI 48226 313-965-3330

Grand Rapids 1925 Breton Road SE Suite 100 Grand Rapids, MI 49506 616-454-4286

Jackson 401 S. Mechanic St. Suite B Jackson, MI 49201 517-292-1295

Kalamazoo 834 King Highway Suite 107 Kalamazoo, MI 49001 269-665-2005

Lansing 215 S. Washington SQ Suite D Lansing, MI 48933 517-292-1488

Y:\201900\20190043\04_Design\Project_Docs\Submittals\20200327_Addendum 1\Individual Files\cover letter.docx

STREET: 105 W. Grand River Howell, MI 48843 PHONE: 517-552-9199 WEBSITE: hrcengr.com

ADDENDUM NO. 1 DPW COMPLEX IMPROVEMENTS CITY OF SOUTH LYON OAKLAND COUNTY, MICHIGAN March 27, 2020 HRC Job No. 20190043 ONLINE ONLY http://www.hrcengr.com/bid-info/ INTENT: This Addendum No. 1 is issued prior to receipt of bids to provide for certain changes and clarifications to the specifications and/or the plans, as herein specified, and is hereby made a part of the Contract Documents and shall be taken into consideration in preparing the Proposal. The General Conditions and Specifications for the original work and the Contract Drawings are to govern this work unless otherwise revised herein. All other conditions remain the same. CONTRACT DOCUMENTS 2. SPECIFICATION SECTION 00030 – Advertisement (Revised and Reissued).

• Added language to require all bids to be submitted via US Mail. 3. SPECIFICATION SECTION 00300 – PROPOSAL (Revised and Reissued).

• Item 23 has been added to Division I. The item and qty are shown in bold italics.

• Bidder must acknowledge addendum with signature on page 00300/10 CONTRACT DRAWINGS 1. Sheet 5 (Revised and Reissued)

• Added Outlet Control Structure, SO2 Filter item and call out Note 3. 2. Sheet 6 (Revised and Reissued)

• Added storm sewer pipe invert elevations.

A copy of the amended pages of the Contract Documents noted in this Addendum No. 1 have been posted online at http://www.hrcengr.com/bid-info/ and should be utilized during the preparation of the bids and incorporated into the Bid Documents. The Bidder shall acknowledge receipt of this Addendum No. 1 by signing in the location provided below and incorporating this Addendum No. 1 with the submission of his bid. Failure to include Addendum No. 1 and its attachments may result in rejection of the bid.

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Y:\201900\20190043\04_Design\Project_Docs\Submittals\20200327_Addendum 1\Individual Files\cover letter.docx

Addendum No. 1 March 27, 2020

HRC Job Number 20190043 Page 2 of 2

Very truly yours, HUBBELL, ROTH & CLARK, INC. Paul Koppana, PE PLK/plk Attachment pc: All Prospective Bidders City of South Lyon; Paul Zelenak, Doug Varney HRC; R. Alix, M. Darga, N. Womack, S. Hanney File Accepted by: Company Name: ______________________________________________________ Name: ______________________________________________________________ Written Name: ________________________________________________________ Address: ____________________________________________________________ Telephone: ______________________________Fax: _________________________

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CITY OF SOUTH LYON ADVERTISEMENT FOR BIDS

DPW COMPLEX IMPROVEMENTS 00030 / 1

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

ADVERTISEMENT FOR BIDS

DPW COMPLEX IMPROVEMENTS

CITY OF SOUTH LYON

OAKLAND COUNTY, MICHIGAN

Sealed proposals for the construction of the DPW Complex Improvements will be received by the City of

South Lyon until the close of business on Thursday, April 2, 2020. On Friday, April 3, the City will open all

bids (not in public). All bids must be submitted via Mail.

Bidders shall review and comply with the Instructions to Bidders, which are incorporated by reference, and

carefully review all Contract Documents, as defined in the Instructions to Bidders. Bids submitted after the

exact time specified for, receipt will not be considered.

The Contracts will consist of the following principal items of work and appurtenances as specified herein and

shown on the Contract Drawings.

Description of Work

Parking lot improvements at the DPW Complex including Concrete paving, storm sewer, curb and gutter,

stormwater detention pond, and several accessory items.

Copies of Plans and Specifications and Proposal Forms shall be available on or after 12:00pm March 12, 2020

at the offices of Hubbell, Roth & Clark, Inc., Consulting Engineers, 555 Hulet Drive, Bloomfield Hills,

Michigan 48302-0360.

A non-refundable payment of forty-five ($45.00) Dollars, CHECK ONLY, payable to “Hubbell, Roth &

Clark, Inc.” will be required for each set of Drawings and Specifications. Drawings and Specifications can be

shipped by U.P.S. ground for a shipping and handling charge of twenty ($20.00) Dollars, CHECK ONLY,

non-refundable, to Hubbell, Roth & Clark, Inc. The Bidder is advised that to submit a bid on this project, the

Bidder must have purchased a set of Plans and Specifications from Hubbell, Roth & Clark, Inc.

Proposals submitted by Bidders who have been debarred, suspended, or made ineligible by any Federal

Agency will be rejected.

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 bid proposal shall be submitted on the proposal forms provided and shall be accompanied by a certified

check, cashier's check or bid bond, executed by the bidder and Surety Company, payable to the City of South

Lyon in the amount of five percent (5%) of the accompanying bid. Proposal Guarantee shall provide

assurance that the bidder will, upon acceptance of the bid, execute the necessary Contract with the City of

South Lyon. No bid may be withdrawn after scheduled closing time for receiving bids for at least sixty (60)

days.

The successful bidder will be required to furnish satisfactory Performance, Labor and Material, and

Maintenance and Guarantee Bonds.

The City of South Lyon reserves the right to reject all bids and to waive irregularities in bidding.

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CITY OF SOUTH LYON ADVERTISEMENT FOR BIDS

DPW COMPLEX IMPROVEMENTS 00030 / 2

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

No Proposal will be received unless made on blanks furnished and delivered to the City of South Lyon Clerk

on or before the end of the business day on April 2, 2020. Bids are required to be submitted by mail to:

City of South Lyon

DPW Complex Improvements Bid

335 S. Warren Street

South Lyon, MI 48178

Attn: Lisa Deaton, City Clerk

Bidders are to submit any questions via email to Paul Koppana at Hubbell, Roth & Clark, Inc. at

[email protected] by 5:00pm on Thursday, March 26, 2020. Responses to all questions will be issued

to bidders no later than 2:00pm on Monday, March 30, 2020.

CITY OF SOUTH LYON

Published on March 12, 2020. www.mitaads.com

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CITY OF SOUTH LYON PROPOSAL

DPW COMPLEX IMPROVEMENTS 00300 / 1

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

PROPOSAL

FOR

DPW COMPLEX IMPROVEMENTS

CITY OF SOUTH LYON

OAKLAND COUNTY, MICHIGAN

City of South Lyon Bids Due by Mail: Thursday, April 2, 2020

335 S. Warren Street On or before end of business, Local Time

South Lyon, MI 48178 HRC Job No. 20190043

To Prospective Bidders:

Name of Bidder:

Address:

Date: Telephone: __________________ Email:

The above, as bidder, hereby declares this bid is made in good faith without fraud or collusion with any persons

bidding, and that they have examined the plans, specifications, and all other information referenced in the

Instructions to Bidders, and 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 they have not received or relied upon any representations or warranties of any

nature whatsoever from the City of South Lyon, its agents or employees, as to any conditions to be encountered

in accomplishing the work and that their bid is based solely upon the bidder’s own independent judgment.

The above, as bidder, hereby certifies that they have examined the plans, specifications, and other data provided

by the Owner for bidding purposes. Further, the undersigned certifies that they have reviewed the proposed

construction methods and finds them acceptable for the conditions which they anticipate from the information

provided for bidding.

The Bidder hereby declares that the he/she has inspected the site of work 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 their own determination as to existing soil conditions and they shall also complete the work under

whatever conditions they may create by his own sequence of construction, construction methods, or other

conditions they may create, at no additional cost to the Owner.

The above, as Bidder, declares that they have familiarized themselves with the location of the proposed DPW

Complex Improvements and appurtenant construction in the City of South Lyon, Oakland County, Michigan,

and the conditions under which it must be constructed; also that they have carefully examined the Plans,

Specifications, and Contract Documents which they understand and accepts as sufficient for the purpose of

constructing said DPW Complex Improvements, and appurtenant work, and agrees that they will contract with

the City of South Lyon to furnish all labor, materials, tools, equipment, facilities and supervision necessary to

do all the work specified and prescribed for the City of South Lyon, 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 that they will accept in full payment therefore the sum of:

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CITY OF SOUTH LYON PROPOSAL

DPW COMPLEX IMPROVEMENTS 00300 / 2

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

BASE BID

DIVISION I – STORM SEWER, DETENTION, AND GRADING

Item Quantit

y

Unit Unit

Price

Total Cost

1 Mobilization, Max. 10% 1 Lsum

2 Tree Removal and Site Grubbing 1 Lsum

3 Exploratory Investigation, Vertical 5 Ft

4 Site Preparation and Grading, Special 1 Lsum

5 Erosion Control, Inlet Protection, Fabric Drop 7 Ea

6 Erosion Control, Silt Fence 400 Ft

7 Riprap, Heavy 12 Syd

8 Maintenance Gravel 100 Ton

9 Drainage Structure, 4 ft dia 4 Ea

10 Drainage Structure, 2 ft dia 2 Ea

11 Storm Sewer, RCP, 12 inch dia 529 Ft

12 End Section, RCP, 12 inch dia 4 Ea

13 Dr Structure, Adjust, Special 1 Ea

14 Water Structure, Adjust, Special 2 Ea

15 Sanitary Structure, Adjust, Special 3 Ea

16 Sanitary Lead, 4 inch, PVC 55 Ft

17 Sanitary Lead, 6 inch, PVC 57 Ft

18 Barricade, Type III, High Intensity, Lighted, Furn 4 Ea

19 Barricade, Type III, High Intensity, Lighted,

Oper

4 Ea

20 Turf Establishment, THM Seed, Regular Mulch,

Performance, Special

439 Syd

21 Mulch Blanket 1000 Syd

21 Audio Video Route Survey, Special 1 Lsum

22 Reimbursed Permit 2900 Dlr

23 Outlet Control Structure, SO2 Filter 1 Ea

Total Amount Division I $________________________________________

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CITY OF SOUTH LYON PROPOSAL

DPW COMPLEX IMPROVEMENTS 00300 / 3

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

DIVISION II – ENTRANCE PAVEMENT

Item Quantity Unit Unit Price Total Cost

1 Pavt, Rem 170 Syd

2 HMA Surface, Rem 178 Syd

3 Subgrade Undercutting, 1x3, Special 250 Cyd

4 Aggregate Base, 8 inch, Special 2605 Syd

5 Geogrid, Special 200 Syd

6 Maintenance Gravel 100 Ton

7 Sanitary Structure, Adjust, Special 1 Ea

8 Conc Pavt, Misc, Nonreinf, 8 inch 2605 Syd

9 Lane Tie, Epoxy Anchored 50 Ea

10 Curb and Gutter, Conc, Det F2 169 Ft

11

Barricade, Type III, High Intensity, Lighted,

Furn 4 Ea

12

Barricade, Type III, High Intensity, Lighted,

Oper 4 Ea

13

Turf Establishment, THM Seed, Regular

Mulch, Performance, Special 700 Syd

Total Amount Division II $________________________________________

Total Amount of Bid (Division I + Division II) $________________________________________

ALTERNATES

Voluntary Alternates proposed by the Bidder will not be considered. The Bidder shall submit his bid based on

the information shown on the Drawings and Specifications

The Owner reserves the right to award the Base Bid depending upon the availability of funds. Division I will be

awarded first, and the Contractor will be authorized to proceed once all permits are obtained. Division II

will not be awarded until July 14, 2020 at which time the Contractor will be authorized to proceed with

work for Division II.

The Owner, at their 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

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CITY OF SOUTH LYON PROPOSAL

DPW COMPLEX IMPROVEMENTS 00300 / 4

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

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 City of South Lyon in the amount of Five

Percent (5%) 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.

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 DPW Complex Improvements, we agree to have all work sufficiently complete and

in suitable condition to be designated “Approved for Traffic” and shall be Opened to Traffic as directed by the

Engineer, on or before August 30, 2020. The “Approved for Traffic” condition shall be as defined in section

107.21, Approved for Traffic, of the MDOT 2012 Standard Specifications for Construction.

The Bidder hereby agrees to furnish the required Bonds, Insurance Certificates, and Policies within ten (10) days

after acceptance of this Proposal.

The entire project, including punch list items, shall be completed on or before September 1, 2020.

The execution of all work and specific constraints as described in the contract drawings and specifications 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 City of South Lyon.

The Bidder guarantees that he/she can and will complete the work within the time limit stated hereinbefore 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 Nine Hundred Dollars ($900.00), 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.

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CITY OF SOUTH LYON PROPOSAL

DPW COMPLEX IMPROVEMENTS 00300 / 5

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

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 September 1, 2020 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 90 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 his/her/her 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 City of South Lyon.

If the undersigned enters into the contract in accordance with his/her proposal, or if his/her proposal is not accepted,

then the accompanying bid guarantee shall be returned to the undersigned.

Company Name:

Signature:

Printed Name: Title:

Address:

County: State:

Telephone No.: Fax No.:

Email Address:

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CITY OF SOUTH LYON PROPOSAL

DPW COMPLEX IMPROVEMENTS 00300 / 6

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

LEGAL STATUS OF BIDDER

This Bid is submittal in the name of:

(Print)

The undersigned hereby designates below his/her business address to which all notices, directions or other communications may

be served or mailed:

Street

City

State Zip Code

The undersigned hereby declares that he/she has 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 , 2019.

By (Signature)

Printed Name of Signer

Title

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CITY OF SOUTH LYON PROPOSAL

DPW COMPLEX IMPROVEMENTS 00300 / 7

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20190043

BID BOND

KNOW ALL MEN BY THESE PRESENTS, that 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 Dollar ($ ),

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 his/her obligation shall be null and void,

otherwise to remain in full force and effect.

Signed and sealed this day of , 2019

(Witness) (Principal) (Seal)

(Title)

(Witness) (Surety)

(Title)

END OF SECTION

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APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: http: / / www.hrcengr.com

CITY OF SOUTH LYON

DPW COMPLEXIMPROVEMENTS

48843HOWELL, MI105 W. GRAND RIVER AVE.

FAX: (517) 552-6099PHONE: (517) 552-9199

2-5-20 OWNER REVIEW

2-25-20 WRC SESC PERMIT SUBMITTAL

2-11-20 CONSTRUCTABILITY QA/QC

3-4-20 INTERNAL DESIGN QA/QC

3-11-20 ISSUED FOR BIDS

3-27-20 ADDENDUM NO. 1

Three full working daysbefore you dig, call theMISS DIG System at800-482-7171 or 811.

R

N

QUANTITIES - THIS SHEET (Division 1)

Item Description Qty

Unit

Riprap, Heavy

12

Syd

Drainage Structure, 4 ft dia

4 Ea

Drainage Structure, 2 ft dia

2 Ea

Storm Sewer, RCP, 12 inch dia

529 Ft

End Section, RCP, 12 inch dia

4 Ea

Dr Structure, Adjust, Special

1 Ea

Water Structure, Adjust, Special

2 Ea

Sanitary Structure, Adjust, Special

3 Ea

Sanitary Lead, 4", PVC

55 Ft

Sanitary Lead, 6", PVC

57 Ft

Turf Establishment, THM Seed, Regular Mulch, Performance, Special

239

Syd

Mulch Blanket 1000

Syd

Outlet Control Structure, S02 Filter

1 Ea

QUANTITIES - THIS SHEET (Division 2)

Item Description Qty

Unit

Aggregate Base, 8 inch, Special

2605

Syd

Sanitary Structure, Adjust, Special

1 Ea

Conc Pavt, Misc, Nonreinf, 8 inch

2605

Syd

Curb and Gutter, Conc, Det F2

169 Ft

Turf Establishment, THM Seed, Regular Mulch, Performance, Special

500

Syd

5

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2018 Hubbell, Roth & Clark, Inc. All Rights Reserved
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Koppana, Paul
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20190043
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VASSER AVE.
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HARVARD AVE.
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STANFORD AVE.
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McMUNN ST.
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DOROTHY ST.
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LAFAYETTE (PONTIAC TRAIL)
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WASHINGTON
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McHATTIE
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LENOX
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WARREN AVE.
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HIDDEN CREEK DR.
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PRINCETON
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PRINCETON
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RAIL TRAIL
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DOROTHY ST.
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JEAN ST.
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CAMBRIDGE AVE.
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HAGADORN ST.
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ADA ST.
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SITE, UTILITIES
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AND GRADING PLAN
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1"= 30'
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MPD/PLK
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DMJ/PLK
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MPD
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NOTE: UTILITY INFORMATION ON THIS DRAWING MAY BE FROM INFORMATION ON THIS DRAWING MAY BE FROM INFORMATION ON THIS DRAWING MAY BE FROM ON THIS DRAWING MAY BE FROM ON THIS DRAWING MAY BE FROM THIS DRAWING MAY BE FROM THIS DRAWING MAY BE FROM DRAWING MAY BE FROM DRAWING MAY BE FROM MAY BE FROM MAY BE FROM BE FROM BE FROM FROM FROM INFORMATION DISCLOSED TO THIS FIRM BY THE VARIOUS DISCLOSED TO THIS FIRM BY THE VARIOUS DISCLOSED TO THIS FIRM BY THE VARIOUS TO THIS FIRM BY THE VARIOUS TO THIS FIRM BY THE VARIOUS THIS FIRM BY THE VARIOUS THIS FIRM BY THE VARIOUS FIRM BY THE VARIOUS FIRM BY THE VARIOUS BY THE VARIOUS BY THE VARIOUS THE VARIOUS THE VARIOUS VARIOUS VARIOUS UTILITY COMPANIES, CITY/COUNTY AGENCIES AND OTHER COMPANIES, CITY/COUNTY AGENCIES AND OTHER COMPANIES, CITY/COUNTY AGENCIES AND OTHER CITY/COUNTY AGENCIES AND OTHER CITY/COUNTY AGENCIES AND OTHER AGENCIES AND OTHER AGENCIES AND OTHER AND OTHER AND OTHER AND OTHER OTHER OTHER VARIOUS SOURCES. UNDERGROUND UTILITIES WHICH ARE ON SOURCES. UNDERGROUND UTILITIES WHICH ARE ON SOURCES. UNDERGROUND UTILITIES WHICH ARE ON UNDERGROUND UTILITIES WHICH ARE ON UNDERGROUND UTILITIES WHICH ARE ON UTILITIES WHICH ARE ON UTILITIES WHICH ARE ON WHICH ARE ON WHICH ARE ON ARE ON ARE ON ON ON PRIVATE PROPERTY ARE USUALLY NOT DELINEATED UPON PROPERTY ARE USUALLY NOT DELINEATED UPON PROPERTY ARE USUALLY NOT DELINEATED UPON ARE USUALLY NOT DELINEATED UPON ARE USUALLY NOT DELINEATED UPON USUALLY NOT DELINEATED UPON USUALLY NOT DELINEATED UPON NOT DELINEATED UPON NOT DELINEATED UPON DELINEATED UPON DELINEATED UPON UPON UPON A UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, COMPANY'S PUBLISHED PLANS. THEIR LOCATION, COMPANY'S PUBLISHED PLANS. THEIR LOCATION, PUBLISHED PLANS. THEIR LOCATION, PUBLISHED PLANS. THEIR LOCATION, PLANS. THEIR LOCATION, PLANS. THEIR LOCATION, THEIR LOCATION, THEIR LOCATION, LOCATION, LOCATION, IF SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM UPON THIS SURVEY, ARE APPROXIMATED FROM UPON THIS SURVEY, ARE APPROXIMATED FROM THIS SURVEY, ARE APPROXIMATED FROM THIS SURVEY, ARE APPROXIMATED FROM SURVEY, ARE APPROXIMATED FROM SURVEY, ARE APPROXIMATED FROM ARE APPROXIMATED FROM ARE APPROXIMATED FROM APPROXIMATED FROM APPROXIMATED FROM FROM FROM FOUND PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS MARKS/STAKES, ETC. AS LOCATED BY THIS MARKS/STAKES, ETC. AS LOCATED BY THIS ETC. AS LOCATED BY THIS ETC. AS LOCATED BY THIS AS LOCATED BY THIS AS LOCATED BY THIS LOCATED BY THIS LOCATED BY THIS BY THIS BY THIS THIS THIS FIRM FROM SOURCES WHICH ARE UNKNOWN. NO FROM SOURCES WHICH ARE UNKNOWN. NO FROM SOURCES WHICH ARE UNKNOWN. NO SOURCES WHICH ARE UNKNOWN. NO SOURCES WHICH ARE UNKNOWN. NO WHICH ARE UNKNOWN. NO WHICH ARE UNKNOWN. NO ARE UNKNOWN. NO ARE UNKNOWN. NO UNKNOWN. NO UNKNOWN. NO NO NO GUARANTEE IS GIVEN AS TO THE COMPLETENESS OR IS GIVEN AS TO THE COMPLETENESS OR IS GIVEN AS TO THE COMPLETENESS OR GIVEN AS TO THE COMPLETENESS OR GIVEN AS TO THE COMPLETENESS OR AS TO THE COMPLETENESS OR AS TO THE COMPLETENESS OR TO THE COMPLETENESS OR TO THE COMPLETENESS OR THE COMPLETENESS OR THE COMPLETENESS OR COMPLETENESS OR COMPLETENESS OR OR OR ACCURACY THEREOF.
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PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF ALL LOCATIONS AND DEPTHS OF ALL LOCATIONS AND DEPTHS OF LOCATIONS AND DEPTHS OF LOCATIONS AND DEPTHS OF AND DEPTHS OF AND DEPTHS OF DEPTHS OF DEPTHS OF OF OF EXISTING UTILITIES (IN CONFLICT WITH PROPOSED UTILITIES (IN CONFLICT WITH PROPOSED UTILITIES (IN CONFLICT WITH PROPOSED (IN CONFLICT WITH PROPOSED (IN CONFLICT WITH PROPOSED CONFLICT WITH PROPOSED CONFLICT WITH PROPOSED WITH PROPOSED WITH PROPOSED PROPOSED PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL SHALL BE VERIFIED IN THE FIELD. CALL SHALL BE VERIFIED IN THE FIELD. CALL BE VERIFIED IN THE FIELD. CALL BE VERIFIED IN THE FIELD. CALL VERIFIED IN THE FIELD. CALL VERIFIED IN THE FIELD. CALL IN THE FIELD. CALL IN THE FIELD. CALL THE FIELD. CALL THE FIELD. CALL FIELD. CALL FIELD. CALL CALL CALL MISS DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.
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ADA STREET
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S. HAGADORN
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PAVEMENT LEGEND
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EXISTING CONCRETE
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PROPOSED CONCRETE - PHASE 1
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EXISTING GRAVEL
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MIDDLE GARAGE
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LOWER GARAGE
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OFFICE
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520 ADA STREET
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SALT STORAGE
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BRINE BUILDING
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EX. ASPH.
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EX. 2" GAS
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EX. 2" GAS
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EX. 1 1/4" GAS
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EX. 1 1/4" GAS
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EX. 6" SAN
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EX. 4" SAN
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EX. NGAS
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EX. NGAS
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EX. NGAS
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EX. NGAS
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EX. NGAS
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EX. ELEC
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EX. TELE
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EX. 4"
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EX. 6"
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EXISTING HMA
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YERKES DRAIN
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NOTES: 1 EXISTING SANITARY SEWER LEADS TO BE REMOVED AND REPLACE FROM EXISTING SANITARY SEWER LEADS TO BE REMOVED AND REPLACE FROM SANITARY SEWER LEADS TO BE REMOVED AND REPLACE FROM SANITARY SEWER LEADS TO BE REMOVED AND REPLACE FROM SEWER LEADS TO BE REMOVED AND REPLACE FROM SEWER LEADS TO BE REMOVED AND REPLACE FROM LEADS TO BE REMOVED AND REPLACE FROM LEADS TO BE REMOVED AND REPLACE FROM TO BE REMOVED AND REPLACE FROM TO BE REMOVED AND REPLACE FROM BE REMOVED AND REPLACE FROM BE REMOVED AND REPLACE FROM REMOVED AND REPLACE FROM REMOVED AND REPLACE FROM AND REPLACE FROM AND REPLACE FROM REPLACE FROM REPLACE FROM FROM FROM THE BUILDING CONNECTION TO THE EXISTING SANITARY SEWER BUILDING CONNECTION TO THE EXISTING SANITARY SEWER BUILDING CONNECTION TO THE EXISTING SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER TO THE EXISTING SANITARY SEWER TO THE EXISTING SANITARY SEWER THE EXISTING SANITARY SEWER THE EXISTING SANITARY SEWER EXISTING SANITARY SEWER EXISTING SANITARY SEWER SANITARY SEWER SANITARY SEWER SEWER SEWER MANHOLE. COST OF LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD COST OF LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD COST OF LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD OF LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD OF LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD REMOVAL TO BE INCLUDED IN THE NEW LEAD TO BE INCLUDED IN THE NEW LEAD TO BE INCLUDED IN THE NEW LEAD BE INCLUDED IN THE NEW LEAD BE INCLUDED IN THE NEW LEAD INCLUDED IN THE NEW LEAD INCLUDED IN THE NEW LEAD IN THE NEW LEAD IN THE NEW LEAD THE NEW LEAD THE NEW LEAD NEW LEAD NEW LEAD LEAD LEAD PAY ITEMS. LEADS ARE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO ITEMS. LEADS ARE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO ITEMS. LEADS ARE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO LEADS ARE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO LEADS ARE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO ARE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO ARE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO TO BE PUT BACK AT A MINIMUM 1% SLOPE TO TO BE PUT BACK AT A MINIMUM 1% SLOPE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO BE PUT BACK AT A MINIMUM 1% SLOPE TO PUT BACK AT A MINIMUM 1% SLOPE TO PUT BACK AT A MINIMUM 1% SLOPE TO BACK AT A MINIMUM 1% SLOPE TO BACK AT A MINIMUM 1% SLOPE TO AT A MINIMUM 1% SLOPE TO AT A MINIMUM 1% SLOPE TO A MINIMUM 1% SLOPE TO A MINIMUM 1% SLOPE TO MINIMUM 1% SLOPE TO MINIMUM 1% SLOPE TO 1% SLOPE TO 1% SLOPE TO SLOPE TO SLOPE TO TO TO AVOID THE PROPOSED STORM SEWER. 2 REMOVE EXISTING STORM LEAD AT THE BUILDING AND CONNECTED REMOVE EXISTING STORM LEAD AT THE BUILDING AND CONNECTED EXISTING STORM LEAD AT THE BUILDING AND CONNECTED EXISTING STORM LEAD AT THE BUILDING AND CONNECTED STORM LEAD AT THE BUILDING AND CONNECTED STORM LEAD AT THE BUILDING AND CONNECTED LEAD AT THE BUILDING AND CONNECTED LEAD AT THE BUILDING AND CONNECTED AT THE BUILDING AND CONNECTED AT THE BUILDING AND CONNECTED THE BUILDING AND CONNECTED THE BUILDING AND CONNECTED BUILDING AND CONNECTED BUILDING AND CONNECTED AND CONNECTED AND CONNECTED CONNECTED CONNECTED PROPOSED 12" STORM SEWER. COST FOR CONNECTION TO BE INCLUDED 12" STORM SEWER. COST FOR CONNECTION TO BE INCLUDED 12" STORM SEWER. COST FOR CONNECTION TO BE INCLUDED STORM SEWER. COST FOR CONNECTION TO BE INCLUDED STORM SEWER. COST FOR CONNECTION TO BE INCLUDED SEWER. COST FOR CONNECTION TO BE INCLUDED SEWER. COST FOR CONNECTION TO BE INCLUDED COST FOR CONNECTION TO BE INCLUDED COST FOR CONNECTION TO BE INCLUDED FOR CONNECTION TO BE INCLUDED FOR CONNECTION TO BE INCLUDED CONNECTION TO BE INCLUDED CONNECTION TO BE INCLUDED TO BE INCLUDED TO BE INCLUDED BE INCLUDED BE INCLUDED INCLUDED INCLUDED IN PRICE FOR STORM SEWER. 3 OUTLET CONTROL STRUCTURE, SO2 FILTER TO INCLUDE FURNISHING, OUTLET CONTROL STRUCTURE, SO2 FILTER TO INCLUDE FURNISHING, CONTROL STRUCTURE, SO2 FILTER TO INCLUDE FURNISHING, CONTROL STRUCTURE, SO2 FILTER TO INCLUDE FURNISHING, STRUCTURE, SO2 FILTER TO INCLUDE FURNISHING, STRUCTURE, SO2 FILTER TO INCLUDE FURNISHING, SO2 FILTER TO INCLUDE FURNISHING, SO2 FILTER TO INCLUDE FURNISHING, FILTER TO INCLUDE FURNISHING, FILTER TO INCLUDE FURNISHING, TO INCLUDE FURNISHING, TO INCLUDE FURNISHING, INCLUDE FURNISHING, INCLUDE FURNISHING, FURNISHING, FURNISHING, INSTALLING, AND MAINTAINING THE STRUCTURE DURING CONSTRUCTION AND MAINTAINING THE STRUCTURE DURING CONSTRUCTION AND MAINTAINING THE STRUCTURE DURING CONSTRUCTION MAINTAINING THE STRUCTURE DURING CONSTRUCTION MAINTAINING THE STRUCTURE DURING CONSTRUCTION THE STRUCTURE DURING CONSTRUCTION THE STRUCTURE DURING CONSTRUCTION STRUCTURE DURING CONSTRUCTION STRUCTURE DURING CONSTRUCTION DURING CONSTRUCTION DURING CONSTRUCTION CONSTRUCTION CONSTRUCTION PER WRC SOIL EROSION DETAILS.
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1
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PROPOSED DETENTION BASIN SUMMARY
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REQUIRED STORAGE VOLUME: 18,101 CUBIC FEET
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PROPOSED STORAGE VOLUME: 19,549 CUBIC FEET
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PROPOSED LOW WATER LEVEL: 904
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PROPOSED HIGH WATER LEVEL: 907
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PROPOSED FREEBOARD LEVEL: 908
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PROPOSED CURB AND GUTTER
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MAIN BUILDING
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2
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APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: http: / / www.hrcengr.com

CITY OF SOUTH LYON

DPW COMPLEXIMPROVEMENTS

48843HOWELL, MI105 W. GRAND RIVER AVE.

FAX: (517) 552-6099PHONE: (517) 552-9199

2-5-20 OWNER REVIEW

2-25-20 WRC SESC PERMIT SUBMITTAL

2-11-20 CONSTRUCTABILITY QA/QC

3-4-20 INTERNAL DESIGN QA/QC

3-11-20 ISSUED FOR BIDS

3-27-20 ADDENDUM NO. 1

6

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141' - 12" RCP @ 0.32%
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40' - 12" RCP @ 0.33%
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2' (2' SUMP)
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4' (2' SUMP)
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4' (2' SUMP)
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(REMOVE)
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(REMOVE)
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12" INV: 905.50
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2' (2' SUMP)
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4' (2' SUMP)
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4' (2' SUMP)
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12" INV: 905.00
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12" INV: 904.80
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12" INV: 905.00
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2018 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201900\20190043\C\Sheets\profiles.dwg
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Koppana, Paul
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HRC_OLW_Clr.CTB
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3/27/2020 2:22 PM
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20190043
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March 2020
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UNVIVERSITY AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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STANFORD AVE.
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McMUNN ST.
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DOROTHY ST.
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LAFAYETTE (PONTIAC TRAIL)
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WASHINGTON
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McHATTIE
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LENOX
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WARREN AVE.
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HIDDEN CREEK DR.
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PRINCETON
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PRINCETON
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RAIL TRAIL
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DOROTHY ST.
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JEAN ST.
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CAMBRIDGE AVE.
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HAGADORN ST.
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ADA ST.
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STORM SEWER PROFILES
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1"= 30'
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DMJ
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MPD
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EX. GRADE
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EX. GRADE
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EX. GRADE