BLOOMFIELD HILLS, OAKLAND COUNTY, MICHIGAN …hrcengr.com/wp-content/uploads/2018/01/20180129_Addendum_01.pdf · Michael clarifications to the Specifications and/or the Plans, as

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PRINCIPALS Daniel W. Mitchell

Nancy M.D. Faught Keith D. McCormack Jesse B. VanDeCreek

Roland N. Alix Michael C. MacDonald

James F. Burton Charles E. Hart

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 Thomas G. Maxwell

ASSOCIATES

Marshall J. Grazioli Donna M. Martin

Colleen L. Hill-Stramsak Bradley W. Shepler

Karyn M. Stickel Jane M. Graham

Todd J. Sneathen Aaron A. Uranga

Salvatore Conigliaro

HUBBELL, ROTH & CLARK, INC. OFFICE: 555 Hulet Drive

Bloomfield Hills, MI 48302-0360 MAILING: PO Box 824

Bloomfield Hills, MI 48303-0824 PHONE: 248.454.6300

FAX: 248.454.6312 WEBSITE: hrcengr.com

EMAIL: [email protected]

ADDENDUM NO. 1 TO SPECIFICATIONS AND PLANS

FOR THE 2018-2019 WATER MAIN REPLACEMENT PROGRAM BLOOMFIELD HILLS, OAKLAND COUNTY, MICHIGAN

ISSUED: January 29, 2018 HRC Job No. 20170428 This Addendum 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. All other conditions remain the same. The following lists the extent of this Addendum. Descriptions of the changes or clarifications are given within each heading. The Bidder shall acknowledge the receipt of this Addendum by signing this Addendum and enclosing it in the submission of his bids, and completing the Addenda section of the Proposal. Failure to acknowledge Addendum No. 1 on page 10 of the Proposal Sheets in the submission of bids may be justification for the bid proposal being rejected as non-responsive. Please note that the date and time of the bid opening is still scheduled for Thursday, February 1, 2018 at 11:00 am, at the City of Bloomfield Hills, Attn: City Clerk. The following lists the extent of this Addendum. Description of the changes or clarifications are given within each heading: PRE-BID MEETING INFORMATION ISSUED: Pre-bid Meeting Notes and Sign In Sheet – Attached herewith are the notes from the Pre-bid meeting held on January 23, 2018 list of Contractor questions and responses. The list also includes additional questions that were submitted to HRC prior to January 23, 2018 at 10:00 am. A copy of the sign in sheet has been included. Answers provided to bidder questions shall be considered conditions of the contract and taken into account in the preparation of bids. CONTRACTOR QUESTIONS 1. If the awarded contractor would possibly choose to use a method of trenchless

installation as an alternate to open cut, would Fusible C900 PVC be allowed as an alternate material choice? No, the City has specified ductile iron as pipe material for the proposed 8 inch water main.

2. Per the Restoration Notes, item #13 please provide a list of the areas with existing

irrigation systems so a quantity of the sodding required for the Restoration Pay Items can be determined, if this quantity is not available please provide seeding areas and sodding areas for each restoration area. The bidder should make their own determination of which areas along the

2018-2019 Water Main Replacement Program January 23, 2018 HRC Job Number 20170428 Page 2 of 4


project will receive certain types of restoration. 3. Please confirm that any concrete drive replacement in not included in this contract.

Concrete drive replacement is not included in this contract.

4. Please confirm that no tree and/or shrub installation is required except for items that may be damaged during construction. No tree and/or shrub installation is required unless the Contractor damages these items during construction. The replacement will be at no costs to the project.

5. Please confirm that compacted sand backfill (CSB) is required to subgrade on all water main, storm and sanitary sewer under roadways and driveways per the details on Sht. 05. Sand backfill is required to the subgrade on all water main, storm and sanitary sewer under the roadway, driveways, and within in the proposed pavement influence.

6. Please provide an estimated quantity of earth excavation and embankment required

in the Station Grading – Modified Bid Item

The bidder should make their own determination of earth excavation and embankment required for Station Grading – Modified Bid Item.

SPECIFICATIONS REISSUED: Proposal – Sheets 1 through 10 – attached herewith is the revised Proposal Section, which changes the following Line Items: Base Bid

- Item No. 13 Sewer, Dr Structure, Rem quantity was modified from 11 ea to 14 ea. - Item No. 14, Sanitary Structure, Rem quantity was modified from 5 ea to 3 ea. - Item No. 17, Sewer, Rem, Less Than 24 inch quantity was modified from 1,095 lft

to 740 lft. - Item No. 24, Aggregate Base, 21A Crushed Limestone quantity was modified from

13,340 tons to 13,930 tons. - Item No. 25, Curb and Gutter, Conc, Det E2, Mod quantity was modified from 5,021

lft to 4,906 lft. - Item No. 30, Sewer, Cl IV, 12 inch, Tr Det B quantity was modified from 816 lft to

906 lft. - Item No. 36, Maintenance Basin, 24 Inch Dia quantity was modified from 42 ea to

43 ea. - Item No. 40, Dr Structure, 48 inch Dia, Low Head, over Existing quantity was

modified from 2 ea to 3 ea.



- Item No. 41, Dr Structure, 48 inch, Low Head quantity was modified from 4 ea to 7 ea.

- Item No. 43, Dr Structure, 48 inch Dia w/ 2’ Sump was modified from 14 ea to 15 ea.

- Item No. 45, Dr Structure, EJ 1040 Type A, or Equal was modified from 5 ea to 6 ea.

- Item No. 46, Dr Structure Cover, EJ 5000 Type M2, or Equal was modified from 15 ea to 20 ea.

- Item No. 48, Sewer, Tap, 12 inch quantity was modified from 10 ea to 8 ea. - Item No. 49, Sewer, Bulkhead, 12 inch quantity was modified from 4 ea to 3 ea. - Item No. 50, Structure, Adjust quantity was modified from 39 ea to 38 ea. - Item No. 53, Sanitary Sewer, PVC, Truss, 10 inch, Tr Det B quantity was modified

from 627 lft to 183 lft. - Item No. 55, Sanitary Sewer Lead, Reconnected quantity was modified from 7 ea to

2 ea. - Previous Item No. 57, Sanitary Structure, 48 Inch Dia, Over Existing was

eliminated. The rest of the proposal was renumbered. - Previous Item No. 60, Sanitary Sewer, Tap, 10 inch was eliminated. The rest of the

proposal was renumbered. - Item No. 60, Sanitary Structure, Reconstruct quantity was modified from 8 ea to 10

ea. - Item No. 66, Rem Exist. Water Main quantity was modified from 309 lft to 339 lft. - Item No. 102, Curb and Gutter, Conc, Det 4 at 105 lft was added to the proposal. - Item No. 103, Sewer, PVC Truss, 8 inch, Tr Det B at 95 lft was added to the proposal - Item No. 104, Sewer, Tap, 8 inch at 5 ea was added to the proposal.

Sub-Contractor:

- A section has been added for the bidder to include their proposed subcontractors for the project. Please note that Sub-Contractors cannot be changed without permission of the Owner.

REISSUED: Section 01010 – Progress Schedule and Staging Requirements – Attached herewith is the revised Progress Schedule and Staging Requirements. Roads listed in each Stage have been updated to match the plans. PLAN SHEETS REISSUED: Cover Sheet – The Permit Index was revised to include RCOC Right of Way Permit and eliminate the MDOT Right of Way Permit. REISSUED: Sheet 07 – Maintaining of Traffic Plan and Project Staging – A note was added for Quarton Road Maintenance of Traffic. REISSUED: Sheet 09 – Goodhue Road – Underground Comcast information near Station 0+00 to Station 2+25 was added.



REISSUED: Sheet 12 – Woodridge Road – Proposed storm sewer was added at Station 1+25, Station 4+75, and From Station 5+35 to Station 6+03. The Drainage Quantities This Sheet and Sanitary Dr Structure Cover Schedule was revised. A note was added for the Contractor must take precautions necessary to protect the existing hedge row in front of 365 Woodridge. REISSUED: Sheet 14 – Haverhill Road – Removal and replacement of combined sewer from Station 0+00 to Station 3+35 was removed. Removal and replacement of combined sewer from Station 3+35 to 5+18 was added. Additional grading information was added to the project, and Roadway Grading Date and Driveway Construction Quantities were revised. The Paving Quantity This Sheet and Sanitary Dr Structure Cover Schedule were revised. REISSUED: Sheet 15 – Haverhill Road - Removal and replacement of combined sewer from Station 7+37 to Station 10+39 was removed. Additional existing storm sewer inverts were provided for Ex CS-2, Ex CS-4 and Ex CS-5. Invert for CB 3, 4, and 8 was revised. Updated size and material of proposed storm sewer on this sheet. The Paving Quantity This Sheet, Drainage Quantity This Sheet, and Sanitary Dr Structure Cover Schedule were revised. REISSUED: Sheet 23 – Kennebec Court – Quantity for Aggregate Base, 21AA Crushed Limestone was revised. Additional Rem Exist. Water Main is called for near Station 4+75. Invert information was revised for CB 04, CB 05, CB 06, CB 08, and MB 07. REISSUED: Sheet 26 – Merrimac Court – Additional storm sewer was added from Station 0+65 to Station 1+23, and Station 4+95 to Station 5+18. Proposed concrete curb and gutter in RCOC right way was changed to Curb and gutter, Conc, Det F4. Rim and Finished Grade elevation for INL 1 was revised. Updated Proposed Water Main / Existing Sanitary Sewer crossing elevation at Station 3+20. Paving Quantities This Sheet, Drainage Quantity This Sheet, and Sanitary Dr Structure Cover Schedule were revised. REISSUED: Sheet 29 – Haverhill Combined Sewer Plan & Profile – Removal and replacement of combined sewer from Station 0+00 to Station 3+35 was removed. Removal and replacement of combined sewer from Station 3+35 to 5+18 was added. Sanitary Sewer Quantities This Sheet was revised. Received and Acknowledged By: Company: Signature: Printed Name: Title: Date:

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PRINCIPALS Daniel W. Mitchell

Nancy M.D. Faught Keith D. McCormack Jesse B. VanDeCreek

Roland N. Alix Michael C. MacDonald

James F. Burton Charles E. Hart

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 Thomas G. Maxwell

ASSOCIATES

Marshall J. Grazioli Donna M. Martin

Colleen L. Hill-Stramsak Bradley W. Shepler

Karyn M. Stickel Jane M. Graham

Todd J. Sneathen Aaron A. Uranga

Salvatore Conigliaro

HUBBELL, ROTH & CLARK, INC. OFFICE: 555 Hulet Drive

Bloomfield Hills, MI 48302-0360 MAILING: PO Box 824

Bloomfield Hills, MI 48303-0824 PHONE: 248.454.6300

FAX: 248.454.6312 WEBSITE: hrcengr.com

EMAIL: [email protected]

PRE-BID MEETING MINTUES 2018-2019 WATER MAIN REPLACEMENT PROGRAM

CITY OF BLOOMFIELD HILLS January 23, 2018 HRC Job No. 20170428 Project Overview: This project involves the following: -Woodridge Road

Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation, concrete curb and gutter

-Goodhue Road Scope: water main replacement, sanitary sewer replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation, concrete curb and gutter

-Martell Drive Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation, concrete curb and gutter

-Martell Court Scope: water main replacement, pulverizing existing roads, aggregate base installation

-Haverhill Road Scope: Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation, concrete curb and gutter

-Bennington Drive Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation

-Rudgate Road Scope: water main replacement, sanitary sewer replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation

-Marblehead Drive Scope: sanitary sewer replacement, pulverizing existing roads, edge drain installation, aggregate base installation

-Merrimac Court Scope: Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation, concrete curb and gutter

-Sebago Lane Scope: Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation, concrete curb and gutter

-Falmouth Drive Scope: Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation

-Kennebec Court Scope: Scope: water main replacement, drainage improvements, pulverizing existing roads, edge drain installation, aggregate base installation, concrete curb and gutter



1. Bids: 1. Bids are due Thursday, February 1, 2018 at 11:00 am at Bloomfield Hills

City Hall. Deliver to the City Clerk. Bidders are welcome to attend. Bid will be opened at 11:00 am or thereafter. No bids will be accepted after this time.

2. Proposal shall be accompanied by a certified check, cashier’s check or bid bond, executed by the bidder and Surety Company, pay to the City of Bloomfield Hills in the amount of 5% of the accompanying bid.

3. Bidder shall include the following in their submission of Qualifications:

i. List five completed projects in 2016-2017 of similar work and project size. Documentation should include pipe length installed, contract award amount, location, and contact reference.

ii. List twenty projects completed in the past five years of similar work and project size. Documentation should include pipe length installed, contract award amount, and location.

2. Work is scheduled to commence March 1, 2018 and upon receipt of bonds, insurance

and contracts. 1. Stage One: Woodridge Road and Goodhue Road

i. For Stage One, construction shall begin by March 1, 2018. Substantially completion is by April 30, 2018 and this phase shall be completed by October 31, 2018.

2. Stage Two: Martell Drive, Martell Court, and Haverhill Road

i. For Stage Two, construction shall begin by April 30, 2018. A If the Contractor opens Stage One prior to April 30, 2018, construction can begin on Stage Two. Substantially completion is by July 3, 2018 and this phase shall be completed by October 31, 2018.

3. Stage Three: Bennington Drive, Rudgate Road, and Marblehead Drive

i. For Stage Three, construction shall begin by July 5, 2018. If the Contractor opens Stage Two prior to July 3, 2018, construction can begin on Stage Three. Substantially completion is by August 31, 2018 and this phase shall be completed by October 31, 2018.

4. Stage Four: Merrimac Court, Sebago Lane, Falmouth Drive, and

Kennebec Court i. For Stage Four, construction shall begin by September 4, 2018. If the

Contractor opens Stage Three to traffic prior to August 31, 2018, construction can begin on Stage Four. Substantially completion is by October 30, 2018 and this phase shall be completed by November 15, 2018.

Note: The City would like continuous construction progress on each phase and avoid multiple starts and stops.

3. Construction can only occur only on two streets at the same time. Construction



cannot start on other streets until streets under construction is complete.

4. Final contract approval and acceptance is anticipated in the beginning of February. Pre-construction meeting and shop drawing review will take in late February.

5. Contractor to pay special attention to Section 01001 – Supplemental Project

Requirements and 01010 – Progress Schedule and Staging Requirements.

6. The Contractor shall maintain one lane of local traffic throughout the construction. Access for local residents and emergency vehicles shall be maintained at all times.

1. The Contractor shall route all construction equipment, material deliveries, and his own vehicles to access the site via the existing road sections yet to be rehabilitated. No access shall be across the new pavement sections without owner approval. No construction access, staging, and equipment is allowed on Yarboro Drive, Joyce Court, and Church Road.

7. Cadillac Asphalt will be paving the roads, driveway approaches, and installing gravel shoulders after the Contractor for this project achieves substantial completion. Please see Section 01020 – Coordination Clause of detailed information and the typical cross sections on Sheet C02 – Typical Sections and Details.

8. Consumers Energy will be upgrading their lines in Phase 3 and Phase 4 in Spring 2018. Please see Section 01020- Coordination Clause for this information.

9. A RCOC right of way permit has been applied for work located in Quarton Road,

right of way. A Bloomfield Hills Soil Erosion permit has been issued for the project. A MDEQ water main permit has been applied for. A MDEQ sanitary sewer permit has been applied for.

10. An Addendum will be issued by Monday, January 29, 2018 to include these

meeting minutes, any revised plans, specifications, or proposal (if required). Any questions for the project shall be emailed to [email protected] by noon on Friday, January 26, 2018. Questions from today’s meeting will be included in the Addendum.

11. The City expects that all workers, including subcontractors, will be polite and

attentive in all interactions with residents. 12. Contractor Questions prior to today’s meeting:

1. Can start of construction start later on the beginning phases as long as the

completion date for Stage 4 remains the same. Yes, as long as the construction phasing limits stays the same, construction occurs in numerical phasing, construction only occurs on two streets at the same time, and the current phase needs to be substantial completed before moving onto the next phase.

mailto:[email protected]



2. Is there any work in 2019?

The plans and specifications required the work to be completed in 2018. The Owner may add additional streets for work in 2019.

13. Contractor Questions at Meeting:

1. Will the work in 2019 be public bid or change order?

If the Owner adds additional streets for work in 2019, it will be added via Change Order to this plans and specifications. The 2019 work will probably be a smaller scope.

2. Are water services included in the project?

Payment for water services are under Bid Item No. 70. - 1 1/2-inch Water Service Lead (lft), and Item No. 71. - Mueller Stop Box or Approved Equal (ea). Tapping the water main and connection near the property line are included in Bid Item No. 70 - 1 1/2-inch Water Service Lead (lft).

3. For two streets opened at one time, does that include paving that Cadillac Asphalt will be doing?

Two street opened at one time is for underground work/contract only.

4. For adjusting structures, what elevation does the bidder need to adjust to?

The bidder will adjust to final elevation. Per Section 01020 – Coordination Clause, a walk thru will occur prior to turning over streets to Cadillac Asphalt.

5. Is the entire bid book required in submittal of bid or just the front end of the specifications?

The front end of the specification for bid submittal is acceptable.

6. Is there an engineer’s estimate?

The engineer’s estimate is $3.0 million - $3.2 million.

7. Are there any permits fees?

Specification 02990 – Permits list the following amounts: MDEQ Water Supply – Cost not applicable MDEQ Wastewater – Cost not applicable OCWRC Water Supply - $2,000.00 OCWR Wastewater - $2,000.00



RCOC Right of Way - $2,000.00 City of Bloomfield Hills SESC – Cost not applicable. Bidder should include the above information in their bid submittal, unless revised in the Addendum.

8. Will Consumers Energy work be ahead of the contractor schedule?

Yes, Consumers Energy plans on starting their improvements in Stage 3 and 4 this Spring.

9. Can a copy of the sign in sheet for today’s meeting be avaible?

Yes, copies were handed out after the meeting and are included in these meeting minutes. Please note that Cadillac Asphalt signed their names after copies were distributed after the meeting.

CITY OF BLOOMFIELD HILLS PROPOSAL 2018-2019 WATER MAIN REPLACEMENT PROGRAM 00300 / 1

Hubbell, Roth & Clark, Inc. ADDENDUM NO. 1 Job 20170428

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PROPOSAL FOR

2018-2019 WATER MAIN REPLACEMENT PROGRAM CITY OF BLOOMFIELD HILLS

OAKLAND COUNTY, MICHIGAN

City of Bloomfield Hills Bids Due: Thursday, February 1, 2018 45 East Long Lake Road On or Before 11:00 am, Local Time Bloomfield Hills, Michigan 48304 HRC Job No. 20170428 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 City of Bloomfield Hills, 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 2018-2019 Water Main Replacement Program Project and appurtenant construction in the of City of Bloomfield Hills, 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 2018-2019 Water Main Replacement Program, and appurtenant




work, and agrees to contract with the City of Bloomfield Hills to furnish all labor, materials, tools, equipment, facilities and supervision necessary to do all the work specified and prescribed for the City of Bloomfield Hills 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. Mobilization - Max 5% of Bid 1 LS @ Lump Sum = $ 2. Color Audio-Video Route Survey 1 LS @ Lump Sum = $ 3. Allowance for Exploratory Services 1 LS @ Lump Sum = $_____5,000.00 4. Clearing 0.04 ac @ $ = $ 5. Tree Trimming 24 hrs @ $ = $ 6. Mailbox, Remove, Salvage and Reinstall 73 ea @ $ = $ 7. Mailbox Post, Furnish and Install 44 ea @ $ = $ 8. Sign, Remove, Salvage and Reinstall 37 ea @ $ = $ 9. Pulverize Ex. HMA Pavement 24,668 syd @ $ = $ 10. Pavt, Rem 3,146 syd @ $ = $ 11. Brick Paver, Remove and Salvage 189 syd @ $ = $ 12. Curb, Rem 4,341 lft @ $ = $ 13. Dr Structure, Rem 14 ea @ $ = $ 14. Sanitary Structure, Rem 3 ea @ $ = $ 15. Culv, Rem, Less than 24 inch 49 ea @ $ = $ 16. Culv, End, Rem, Less than 24 inch 8 ea @ $ = $ 17. Sewer, Rem, Less Than 24 inch 740 lft @ $ = $ 18. Gate Well, Rem 11 ea @ $ = $ 19. Hydrant, Rem 17 ea @ $ = $ 20. Headwall, Rem 19 ea @ $ = $ 21. Station Grading, Mod 106.70 Sta @ $ = $ 22. Maintenance Gravel 2,160 ton @ $ = $ 23. Sawcut, Driveways 2,330 lft @ $ = $ 24. Aggregate Base, 21 AA Crushed Limestone 13,930 ton @ $ = $ 25. Curb and Gutter, Conc, Det E2, Mod 4,906 lft @ $ = $ 26. Curb and Gutter, Conc, Mountable 2,958 lft @ $ = $ 27. Curb and Gutter, Conc, Match Existing 82 lft @ $ = $ 28. Culv, 12 inch CMP, 16 Gauge, Tr Det B 154 lft @ $ = $ 29. Culv End Section, 12 inch CMP, 16 Gauge 12 ea @ $ = $ 30. Sewer, Cl IV, 12 inch, Tr Det B 906 lft @ $ = $ 31. Sewer, Cl IV, 18 inch, Tr Det B 28 lft @ $ = $ 32. Sewer, HDPE Perforated, Ditch Enclosure

Pipe, 8 inch 3,486 lft @ $ = $ 33. Sewer, HDPE Perforated, Ditch Enclosure

Pipe, 12 inch 891 lft @ $ = $ 34. Underdrain, 6-inch, Special 15,551 lft @ $ = $ 35. Underdrain, Outlet Ending 104 ea @ $ = $ 36. Maintenance Basin, 24 inch Dia 43 ea @ $ = $




37. Dr Structure, 24 in Dia 4 ea @ $ = $ 38. Dr Structure, 48 inch Dia 10 ea @ $ = $ 39. Dr Structure, 48 inch Dia, over Existing 6 ea @ $ = $ 40. Dr Structure, 48 inch Dia, Low Head, over

Existing 3 ea @ $ = $ 41. Dr Structure, 48 inch Dia, Low Head 7 ea @ $ = $ 42. Dr Structure, 48 inch Dia, Low Head w/2'

Sump 5 ea @ $ = $ 43. Dr Structure, 48 inch Dia w/ 2' Sump 15 ea @ $ = $ 44. Dr Structure Cover, EJ 1049 Type 02, or

Equal 30 ea @ $ = $ 45. Dr Structure Cover, EJ 1040 Type A, or

Equal 6 ea @ $ = $ 46. Dr Structure Cover, EJ 5000 Type M2, or

Equal 20 ea @ $ = $ 47. Sewer Trap 7 ea @ $ = $ 48. Sewer, Tap, 12 inch 8 ea @ $ = $ 49. Sewer, Bulkhead, 12 inch 3 ea @ $ = $ 50. Structure, Adjust 38 ea @ $ = $ 51. Structure, Reconstruct 13 ea @ $ = $ 52. Sanitary Sewer, PVC Truss, 8 inch, Tr Det

B 552 lft @ $ = $ 53. Sanitary Sewer, PVC Truss, 10 inch, Tr

Det B 183 lft @ $ = $ 54. Sanitary Sewer Lead, PVC 23.5. Tr Det B 45 lft @ $ = $ 55. Sanitary Sewer Lead, Reconnect 2 ea @ $ = $ 56. Sanitary Structure, 48 inch Dia 6 ea @ $ = $ 57. Sanitary Structure Cover, EJ 1040 Type A

or Equal 10 ea @ $ = $ 58. Sanitary Sewer, Tap, 8 inch 3 ea @ $ = $ 59. Sanitary Structure, Adjust 30 ea @ $ = $ 60. Sanitary Structure, Reconstruct 10 ea @ $ = $ 61. Water Main, DI, 8 inch, Tr Det G w/Poly

Wrap 9,605 lft @ $ = $ 62. Fire Hydrant Assembly 17 ea @ $ = $ 63. Tapping Sleeve Valve and Well, 8 inch 4 ea @ $ = $ 64. Gate Valve and Well, 8 inch 13 ea @ $ = $ 65. Connect to Existing Water Main 21 ea @ $ = $ 66. Rem Exist. Water Main 339 lft @ $ = $ 67. Abandon Exist. Water Main 9,429 lft @ $ = $ 68. 1 1/2-inch Water Service Lead 2,596 lft @ $ = $ 69. Mueller Stop Box or Approved Equal 84 ea @ $ = $ 70. Gate Well Structure Cover, EJ 1040 Type A

or Equal 16 ea @ $ = $ 71. Gate and Well, Adjust 6 ea @ $ = $ 72. Trench Undercut and Backfill (as needed) 900 cyd @ $ = $ 73. Subgrade Undercutting, Type II, Special 1,840 cyd @ $ = $ 74. 1" x 3" Crushed Concrete, Special 3,670 ton @ $ = $




75. Geogrid BX1300 or Approved Equal, Special 5,525 syd @ $ = $

76. 4' High Property Protection Fence 400 lft @ $ = $ 77. Site Restoration_Woodridge Road 1 LS @ Lump Sum = $ 78. Site Restoration_Goodhue Road 1 LS @ Lump Sum = $ 79. Site Restoration_Martell Court 1 LS @ Lump Sum = $ 80. Site Restoration_Martell Drive 1 LS @ Lump Sum = $ 81. Site Restoration_Haverhill Road 1 LS @ Lump Sum = $ 82. Site Restoration_Bennington Drive 1 LS @ Lump Sum = $ 83. Site Restoration_Rudgate Road 1 LS @ Lump Sum = $ 84. Site Restoration_Marblehead Drive 1 LS @ Lump Sum = $ 85. Site Restoration_Merrimac Court 1 LS @ Lump Sum = $ 86. Site Restoration_Sebago Lane 1 LS @ Lump Sum = $ 87. Site Restoration_Falmouth Drive 1 LS @ Lump Sum = $ 88. Site Restoration_Kennebec Court 1 LS @ Lump Sum = $ 89. Erosion Protection, Silt Fence 2,100 lft @ $ = $ 90. Erosion Protection, Inlet Protection 136 ea @ $ = $ 91. Barricade, Type III, High Intensity, Double

Sided, Lighted, Furn 12 ea @ $ = $ 92. Barricade, Type III, High Intensity, Double

Sided, Lighted, Oper 12 ea @ $ = $ 93. Minor Traffic Devices 1 LS @ Lump Sum = $ 94. Sign, Type B, Temp, Prismatic, Furn 324 sft @ $ = $ 95. Sign, Type B, Temp, Prismatic, Oper 324 sft @ $ = $ 96. Plastic Drum, High Intensity, Furn 300 ea @ $ = $ 97. Plastic Drum, High Intensity, Oper 300 ea @ $ = $ 98. Traffic Regulator Control 1 LS @ Lump Sum = $ 99. Misc. Sprinkler & Lighting Repair 1 LS @ Lump Sum = $ 100. Maintaining Traffic 1 LS @ Lump Sum = $ 101. Observation Crew Day _________ days @ $ 700.00 = $ 102. Curb and Gutter, Conc, Det F4 105 lft @ $ = $ 103. Sewer, PVC Truss, 8 inch, Tr Det B 95 lft @ $ = $ 104. Sewer, Tap, 8 inch 5 ea @ $ = $ TOTAL AMOUNT OF BID $ __________________ __

All costs associated with the ALLOWANCE items listed above are approximate. The final payment will be adjusted to reflect the actual invoiced costs. If the invoiced costs are less than those set forth in the bid item, the Owner will receive a credit, based upon the remaining allowance amount. If the invoiced costs are greater for those bid items, the Contractor will receive additional payments based upon the amount in excess. The Contractor should make no assumptions regarding the above stated quantities or allowances. The Contractor shall not mark-up invoices associated with the Allowance items listed above.

The Owner reserves the right to award the Base Bid or the Base Bid plus any or individual Alternate or combination of Alternates, 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 City of Bloomfield Hills in the amount of Five Percent (5%) of the amount of the Proposal. See Instructions to Bidders – Bid Deposit for more information. SUB-CONTRACTORS Contractor to Identify Sub-Contractors to be used on this Project, which cannot be changed without permission of the Owner. Company: Scope of Work: ______________________________________________ ____________________________________ ______________________________________________ ____________________________________ ______________________________________________ ____________________________________ ______________________________________________ ____________________________________ ______________________________________________ ____________________________________ ______________________________________________ ____________________________________ ______________________________________________ ____________________________________ ______________________________________________ ____________________________________ 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. ___________________________ Dated_______________________

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 2018-2019 Water Main Replacement Project, we agree to have all work substantially completed as stipulated in Section 01010. 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 as stipulated in Section 01010. The execution of all work and specific constraints as described in the contract drawings and specifications, with particular reference to Section 01010 Progress Schedule and Staging Requirements, 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 Bloomfield Hills. 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 Five Hundred Dollars ($500.00), 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 (Calendar Days) beginning one business day after the date stipulated herein and in Section 01010 or as mutually agreed upon, until such a time that Substantial Completion is achieved and further if all work is not completed by the Final Completion Date.




QUALIFICATIONS The Contractor shall submit the following in their bid submissions:

- List five completed projects in 2016-2017 of similar work and project size. Documentation should include pipe length installed, contract award amount, location, and contact reference.

- List twenty projects completed in the past five years of similar work and project size. Documentation should include pipe length installed, contract award amount, and location.

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 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 City of Bloomfield Hills. 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: 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

CITY OF BLOOMFIELD HILLS PROGRESS SCHEDULE AND STAGING 2018-2019 WATER MAIN REPLACEMENT PROGRAM REQUIREMENTS 01010 / 1


y:\201704\20170428\04_design\final\bidding\specs_as_bid\addendum_01\05_01010_project schedule and staging require

SECTION 01010

PROGRESS SCHEDULE AND STAGING REQUIREMENTS The City of Bloomfield Hills has worked extensively to notify and educate impacted residents as to the disruptions to be anticipated during the construction of this project and how it may impact daily traffic. The Contractor shall conduct his day to day operations in such manners as to minimize these disruptions and impacts on local residents. Stage One includes the following streets: Woodridge Road, Goodhue Road. Stage Two includes the following streets: Martell Drive, Martell Court, and Haverhill Road. Stage Three includes the following streets: Bennington Drive, Rudgate Road, and Marblehead Drive. Stage Four includes the following streets: Merrimac Court, Sebago Lane, Falmouth Drive, and Kennebec Court. Construction can only occur on two street at the same time. Construction cannot start on other streets until streets under construction is complete. Streets will be considered complete once all underground utility installation, station grading, ditching, installation of road aggregate base within 1 (one) inch to proposed top of road aggregate base elevation, installation of aggregate base and ramping near existing driveway pavement, concrete curb and gutter, and restoration are completed. For Stage One, construction shall begin by March 1, 2018. All underground utility installation, station grading, ditching, installation of road aggregate base within 1 (one) inch to proposed top of road aggregate base elevation, installation of aggregate base and ramping near existing driveway pavement, concrete curb and gutter, and restoration shall be completed by April 30, 2018. Project shall be completed by October 31, 2018. For Stage Two, construction shall begin by April 30, 2018. A If the Contractor opens Stage One prior to April 30, 2018, construction can begin on Stage Two. All underground utility installation, station grading, ditching, installation of road aggregate base within 1 (one) inch to proposed top of road aggregate base elevation, installation of aggregate base and ramping near existing driveway pavement, concrete curb and gutter, and restoration shall be completed by July 3, 2018. Project shall be completed by October 31, 2018. For Stage Three, construction shall begin by July 5, 2018. If the Contractor opens Stage Two prior to July 3, 2018, construction can begin on Stage Three. All underground utility installation, station grading, ditching, installation of road aggregate base within 1 (one) inch to proposed top of road aggregate base elevation, installation of aggregate base and ramping near existing driveway pavement, concrete curb and gutter, and restoration shall be completed by August 31, 2018. Project shall be completed by October 31, 2018. For Stage Four, construction shall begin by September 4, 2018. If the Contractor opens Stage Three to traffic prior to August 31, 2018, construction can begin on Stage Two. All underground utility installation, station grading, ditching, installation of road aggregate base within 1 (one) inch to proposed top of road aggregate base elevation, installation of aggregate base and ramping near existing driveway pavement, concrete curb and gutter, and restoration shall be completed by October 30, 2018. Project shall be completed by November 15, 2018. These dates are based on assuming that the Notice to Proceed is issued and the pre-construction meeting is held the week of February 19, 2018 or February 26, 2018. The contractor is to submit their proposed construction schedule and sequence of operations at the Pre-Construction Meeting for approval.

PROGRESS SCHEDULE AND STAGING CITY OF BLOOMFIELD HILLS REQUIREMENTS 2018-2019 WATER MAIN REPLACEMENT PROGRAM 01010 / 2


Locations for contractor parking and storage of construction materials and spoils are limited in the project area. The contractor is to submit a plan of proposed parking and storage locations at the Pre-Construction meeting. The Owner has the right to deny or relocate parking and storage areas as proposed by the Contractor. Grassed staging areas outside the typical disruption area shall be restored at the Contractor’s expense per the Contract Specifications. The Contractor shall maintain one lane of local traffic throughout the construction. Access for local residents shall be maintained at all times. Emergency access to each property shall be maintained throughout the project duration. The contractor shall route all construction equipment, material deliveries, and his own vehicles to access the site via the existing road sections yet to be rehabilitated. No access shall be across the new pavement sections without owner approval. No construction access, staging, and equipment is allows on Yarboro Drive, Joyce Court, and Church Road. Contractor to determine cure time for all concrete placed; fence, rope off, or post notice of no access until proper cure time has been achieved. Construction will not be permitted on Memorial Day weekend, Independence Day or Labor Day weekend without City authorization. The following are large events occurring nearby the construction project that will increase traffic. The contractor shall have the site clean, swept, etc., and traffic measure controls in place prior to leaving the site on Friday afternoon. No construction work can occur on the following weekends:

-Saturday, June 9, 2018 and Sunday June, 10, 2018: Graduation and Alumni Weekend at Cranbrook Schools.

-Saturday, June 23, 2018: Private event at Resident’s House Coordination is of the essence during this project, City Public Safety and Department of Public Works shall be notified of all temporary road closures for any period of time. The City will provide an updated notification list at the Pre-Construction meeting.

END OF SECTION

OAKLAND COUNTY, MICHIGAN

DPW FOREMAN JAMIE SPIVY

MAYOR PRO TEM

CITY OF BLOOMFIELD HILLS

MAYOR

CITY COMMISSIONER

CITY COMMISSIONER

CITY COMMISSIONER

DIRECTOR OF PUBLIC SAFETY

PERMITS


SUSAN McCARTHY

HILLS

BLOOMFIELD

STUART D. SHERR

HRC JOB No. 20170428

SARAH H. McCLURE

DAVID HENDRICKSONCITY MANAGER

CIT

Y

OF B

LO

OM

FIE

LD

HIL

LS : 2018-2019

WA

TE

R

MAIN

REPL

AC

EM

EN

T P

RO

GR

AM - H

RC J

OB

No. 2017

0428

NOEL CLASON

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

NOTICE:

WATER MAIN REPLACEMENT PROGRAM2018-2019

NO SCALE

N

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

FAX (1st. Floor): (248) 454-6312

FAX (2nd. Floor): (248) 338-2592

WEB SITE: http: / / www.hrc-engr.com

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM

R

PONTIAC

BLOOMFIELD

BLOOMFIELD

BIRMINGHAM

LOCATION

PROJECT

10-30-17 ISSUED FOR PUBLIC INFORMATION MEETING

PLAN INDEX SHEET No.

01-05-18

MICHAEL COAKLEY

WILL HOSLER

OCWRC SANITARY SEWER

MDEQ SANITARY SEWER

MDEQ WATER SUPPLY

CITY OF BLOOMFIELD HILLS SESC

RCOC RIGHT OF WAY

OCWRC WATER SUPPLY

ISSUED FOR OWNER REVIEW

APPLIED FOR

APPLIED FOR

APPLIED FOR

APPLIED FOR

APPLIED FOR

APPLIED FOR

01-11-18 ISSUED FOR BIDS

BENCHMARKS

NUMBER ELEVATION DESCRIPTION

301

854.16

858.75

30020' +/- NORTH OF DRIVE TO HOUSE #20

WEST RIM OF SANITARY MANHOLE, EAST SIDE OF MERRIMAC COURT,

ARROW ON HYDRANT AT NORTH END OF ISLAND OF MERRIMAC COURT

845.48302

835.63303

826.92304NORTH SIDE OF KENNEBEC COURT @ HOUSE #750

VERTICAL MAG NAIL IN SOUTH ROOT OF 16" MAPLE (TAG #107),

835.93305

850.75306

OF KENNEBEC COURT, 30' +/- WEST OF FALMOUTH

VERTICAL MAG NAIL IN NORTH ROOT OF 20" PINE, SOUTH SIDE

OF KENNEBEC COURT @ EAST PROPERTY LINE OF HOUSE #743

VERTICAL MAG NAIL IN EAST ROOT OF 20" OAK, SOUTH SIDE

OF FALMOUTH OPPOSITE PROPERTY LINE TO HOUSE #790

MAG NAIL IN NORTH FACE OF UTILITY POLE, EAST SIDE

OF FALMOUTH, 50' +/- WEST OF NANTUCKET

VERTICAL MAG NAIL IN NORTH ROOT OF 15" PINE, EAST SIDE

853.0830730' +/- NORTH OF SEBAGO LANE

SOUTH RIM OF SANITARY MANHOLE, WEST SIDE OF NANTUCKET,

844.73308OF SEBAGO LANE

SOUTHEAST RIM OF CATCH BASIN IN DRIVEWAY @ NORTH END

851.90309RUDGATE, 100' +/- NORTH OF HARLAN

MAG NAIL IN EAST FACE OF UTILITY POLE, WEST SIDE OF

864.39310

841.37311

SOUTH SIDE OF RUDGATE, 75' +/- EAST OF MARBLEHEAD

VERTICAL MAG NAIL IN SOUTHEAST ROOT OF 12" APPLE,

OF BENNINGTON, 75' +/- SOUTH OF LONE PINE

VERTICAL MAG NAIL IN EAST ROOT OF 12" MAPLE, WEST SIDE

856.45312BENNINGTON, 3' +/- WEST OF DRIVE TO HOUSE #662

MAG NAIL IN NORTH FACE OF 24" OAK, SOUTH SIDE OF

864.89313SIDE OF BENNINGTON NEAR WEST PROPERTY LINE TO HOUSE #662

VERTICAL MAG NAIL IN NORTHWEST ROOT OF 24" MAPLE, SOUTH

862.75314OF BENNINGTON NEAR WEST PROPERTY LINE TO HOUSE #612

PAINTED 'X' ON NORTH RIM OF SANITARY MANHOLE, NORTH SIDE

863.98315MAPLE AT THE SOUTHWEST CORNER OF BENNINGTON AND RUDGATE

VERTICAL MAG NAIL IN NORTH ROOT OF LARGE MULTI-STEMMED

DATUM: NAVD88 - GPS DERIVED

NUMBER ELEVATION DESCRIPTION

793.14

796.96

822.12

821.60

805.09

826.76

812.88

825.55

842.98

DATUM: NAVD88 - GPS DERIVED

OF CRANBROOK ROAD IN ISLAND @ WOODBERRY DRIVE

SET MAG NAIL IN WEST FACE OF UTILITY POLE, EAST SIDE

SIDE OF CRANBROOK ROAD BETWEEN DRIVES, HOUSE #250 & #260

SET MAG NAIL IN SOUTHWEST FACE OF UTILITY POLE, EAST

DRIVE AT HOUSE #615

SOUTH FLANGE BOLT ON HYDRANT ON SOUTH SIDE OF YARBORO

DRIVE, 100' +/- EAST OF HAVERHILL ROAD

NORTH FLANGE BOLT ON HYDRANT ON NORTH SIDE OF YARBORO

CHURCH ROAD & DUNSTON ROAD

NORTH RIM OF DTE MANHOLE @ INTERSECTION OF

(2015)

321

(2015)

321

(2014)

302

(2014)

303

(2007)

303

(2007)

301

AND PARKING DRIVE WEST OF CHURCH ROAD

ARROW ON HYDRANT DOME IN ISLAND BETWEEN LONE PINE ROAD

(2007)

302

WEST SIDE OF CHURCH ROAD

VERTICAL PK NAIL IN EAST ROOT OF 15" MAPLE (TAG #669),

(2010)

304

SOUTHWEST CORNER OF LONE PINE ROAD & CHURCH ROAD BOULEVARD

BOLT SPIKE IN NORTH FACE OF 20" LOCUST (TAG #640) @

(2010)

402

50' +/- WEST OF GOODHUE ROAD

ARROW ON HYDRANT IN CENETRLINE OF BOULEVARD (LAWN AREA)

ADDITIONAL BENCHMARKS

1WRC SOIL EROSION AND SEDIMENTATION CONTROL DETAILS

1BLOOMFIELD HILLS STANDARD SANITARY SEWER NOTES AND DETAILS

1 AND 2BLOOMFIELD HILLS STANDARD WATER MAIN NOTES AND DETAILS

1BLOOMFIELD HILLS STANDARD STORM DRAIN NOTES AND DETAILS

37 - 54EXISTING CONDITIONS

33 - 36 SOIL EROSION AND SEDIMENTATION CONTROLS

30 - 32INTERSECTION GRADES

SANITARY PROFILE HAVERHILL ROAD 29

28SANITARY PROFILE GOODHUE ROAD

27SANITARY PROFILE MARBLEHEAD DRIVE

26MERRIMAC COURT P.O.B. TO P.O.E.

25SEBAGO LANE P.O.B. TO P.O.E.

24FALMOUTH DRIVE P.O.B. TO P.O.E.

23KENNEBEC COURT P.O.B. TO P.O.E.

STAGE IV

22RUDGATE ROAD STA. 7+25 TO STA. P.O.E.

21RUDGATE ROAD P.O.B. TO STA. 7+25

20BENNINGTON DRIVE STA. 13+90 TO P.O.E.

19BENNINGTON DRIVE STA. 6+85 TO STA. 13+90

18BENNINGTON DRIVE P.O.B. TO STA. 6+85

STAGE III

17MARTELL COURT P.O.B. TO P.O.E.

16MARTELL DRIVE P.O.B. TO P.O.E.

15HAVERHILL ROAD STA. 7+28 TO STA. P.O.E.

14HAVERHILL ROAD P.O.B. TO STA. 7+28

STAGE II

13WOODRIDGE ROAD STA. 6+15 TO STA. P.O.E.

12WOODRIDGE ROAD P.O.B. TO STA. 6+15

11GOODHUE DRIVE STA. 11+50 TO STA. P.O.E.

10GOODHUE DRIVE STA. 5+25 TO STA. 11+50

09GOODHUE DRIVE P.O.B. to STA. 5+25

STAGE I

08MAINTENANCE OF TRAFFIC GENERAL NOTES

07MAINTENANCE OF TRAFFIC PLAN & PROJECT STAGING

06LANDSCAPE & PLANTING DETAILS

05STANDARD PAVING DETAILS

04SPECIAL PROJECT DETAILS

03GENERAL NOTES

02TYPICAL SECTIONS AND DETAILS

01COVER

01-29-18 ADDENDUM No. 1

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49137

JAMES

BURTON

MELISSA

DATE ADDITIONS AND/OR REVISIONS

C 2018 Hubbell, Roth & Clark, Inc. All Rights Reserved

1

PROJECT STAGING

AND

TRAFFIC PLAN

MAINTENANCE OF

CR

AN

BR

OO

K R

D.

QUARTON ROAD

WOODRIDGE

HAVERHILL

CT.

MARTELL

RUDGATE

KENNEBEC

CT.

ME

RRIM

AC

MA

RT

ELL

FALMOUTH

LANE

SEBAGO

BENNINGTON

GO

OD

HU

E

MAR

BLE

HE

AD

ART MUSEUM

CRANBROOK

BLOOMFIELD

BLOOMFIELD

BIRMINGHAM

BLOOMFIELD HILLS

ACADEMY OF ART

CRANBROOK

E D

A

E

D

AD

E

E

D

D

E

A

D

E

A

D

E

CGD

GE

D

D E

A

D

EA

D

A

E

A

E

G

A

A

E

FBF

D

C

D G

B D E

F F

D E

A

D

E

A

A

D

E

D E

D

E

EA

D

E

D

E

D

E

A

A

A

E

D

AA

A

III

STAGE

LEGEND:

ROAD CLOSED

LOCAL TRAFFIC ONLY

AHEAD

ROAD

CLOSED

MERRIMAC COURT

MARTELL DRIVE

LOCAL TRAFFIC ONLY

CLOSED AHEAD

MERRIMAC COURT

LOCAL TRAFFIC ONLY

CLOSED AHEAD

MARTELL DRIVE

TRAFFIC SIGN LEGEND

SIGN DESCRIPTIONCODE

SIGN

CODE

PLAN

(SFT)

EACH

AREA

(EA)

QUANTITY

(SFT)

TOTAL

AREA

BARRICADE

TYPE III

and

R11-3a

12.5 12 150

SP-1 12.5 2 25

SP-1 12.5 2 25

W20-1 9 6 54

W20-3 9 6 54

SP-3 4 2 8

SP-4 4 2 8

A

INCHES

(W x H)

SIZE

60 x 30

60 x 30

60 x 30

36 x 36

36 x 36

48 x 12

48 x 12

N

NOT TO SCALE

NOT TO SCALE

B

C

D

E

F

G

TYPE III BARRICADES SHALL BE DOUBLE SIDED.

SHALL ATTACH AND MAINTAIN TWO (2) STEADY BURN AMBER LIGHTS (TYPE "C") ON EACH OF THESE BARRICADES. ALL

6. THE CONTRACTOR SHALL PLACE SANDBAGS ON THE TYPE III BARRICADES TO PREVENT MOVEMENT. THE CONTRACTOR

DEVICES DUE TO THE CONTRACTOR'S OPERATION WHICH ARE REPAIRED OR REPLACED BY THE OWNER.

BY THE CONTRACTOR AT HIS OWN EXPENSE. THE CONTRACTOR WILL BE CHARGED FOR ANY DAMAGED TRAFFIC CONTROL

ANY TRAFFIC CONTROL DEVICES DAMAGED DUE TO THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR REPLACED

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ALL TRAFFIC CONTROL DEVICES WITHIN THE PROJECT LIMITS.

FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF ONE WEEK IN ADVANCE.

ASSURE APPROPRIATE PLACEMENT. THE LOCATION OF THE CONSTRUCTION SIGNING SHALL BE CLEARLY MARKED IN THE

4. SIGN LOCATION AND DISTANCES BETWEEN SIGNS SHOULD BE FIELD REVIEWED BY THE ENGINEER BEFORE PLACING TO

3. ESTABLISH CONSTRUCTION SIGNS AS SHOWN ON THE PLAN WITH SPACING IN ACCORDANCE TO THE MMUTCD, 2011 EDITION.

2011 EDITION. ALL TRAFFIC DEVICES SHALL BE MAINTAINED DURING CONSTRUCTION.

LIGHTING REQUIREMENTS SPECIFIED IN THE MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD),

2. ALL TRAFFIC DEVICES PLACED BY THE CONTRACTOR SHALL CONFORM TO THE DESIGN, CONDITION, PLACEMENT AND

AND LIGHTS WITHIN THE PROJECT TO PROTECT THE TRAFFIC AND WORK AREA.

1. AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ANY ADDITIONAL SIGNS, BARRICADES

MAINTENANCE OF TRAFFIC NOTES:

DURATION OF THE PROJECT.

11. ONE-WAY TRAFFIC SHALL BE MAINTAINED ON THE SIDE OF ROAD WHERE CONSTRUCTION IS NOT OCCURRING THROUGHOUT THE

10. ALL NON-APPLICABLE SIGNAGE WITHIN THE CONSTRUCTION AREA SHALL BE MODIFIED TO FIT CONDITIONS, COVERED OR REMOVED.

COATED WITH REFLECTORIZED MATERIAL AND AT A SPACING BASED ON POSTED SPEED LIMITS AND PER THE MMUTCD, 2011 EDITION.

9. TRAFFIC CHANNELING DEVICES (PLASTIC BARRELS) FURNISHED BY THE CONTRACTOR FOR WORK PROTECTION SHALL BE

SHALL PLACE SANDBAGS ON THESE SIGNS TO PREVENT MOVEMENT.

BEHIND AND ABOVE THE TYPE III BARRICADE. THESE SIGNS SHALL BE INSTALLED ON TEMPORARY SUPPORTS. THE CONTRACTOR

8. ALL SIGNS PLACED IN CONJUNCTION WITH A TYPE III BARRICADE SHALL BE PLACED ON SEPARATE SUPPORTS IMMEDIATELY

WITHIN THE CLOSED PORTION OF THE ROADWAY ITSELF.

MAY BE PLACED ON TEMPORARY SUPPORTS: SIGNS PLACED IN CONJUNCTION WITH THE TYPE III BARRICADE AND SIGNS

DAYS. OTHERWISE, SIGNS SHALL BE GROUND MOUNTED ON 3 LB U-CHANNEL POSTS WHEN POSSIBLE. THE FOLLOWING SIGNS

7. CONSTRUCTION SIGNING MOUNTED ON PORTABLE SUPPORTS SHOULD NOT BE USED FOR DURATION OF MORE THAN THREE (3)

QUANTITIES - MAINTENANCE OF TRAFFIC

NO. DESCRIPTION UNIT QTY.

1 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn ea 12

2 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper ea 12

3 Minor Traffic Devices LS 1

4 Sign, Type B, Temp, Prismatic, Furn sft 324

5 Sign, Type B, Temp, Prismatic, Oper sft 324

6 Plastic Drum, High Intensity, Furn ea 300

7 Plastic Drum, High Intensity, Oper ea 300

8 Traffic Regulator Control LS 1

AHEAD

ROAD

WORK

LA

HS

ER

RO

AD

RI

DG

EW

OO

DV

AU

GH

AN R

OA

D

ST

ON

EL

EI

GH

HILLCREST

OR

CH

AR

DRI

DG

E

RO

W

FA

CU

LT

Y

AC

AD

EM

Y

INS

TI

TU

TE

WA

Y

KINGSWOOD LAKE

CR

AN

BR

OO

K

RO

AD

BRADY LANE

WO

OD

WA

RD

AVE. (

M-1)K

IN

GS

LE

Y

MA

NO

R

BO

UL

DE

R

KNOLL

LINDA

LANE

CT.

LI

ND

AL

ON

E

PI

NE

HI

LL

LI

ND

A

JONATHANTHETFORD

RU

DG

AT

E

LO

NE

PI

NE

CT.

MA

RT

EL

L

CH

UR

CH

DUNSTON

LA

NE

QU

AR

TO

N

LA

NE

OR

CH

AR

D

DU

NS

TO

N

CT.

DU

NS

TO

N

YARBORO

CT.

JO

YC

E

NA

NT

UC

KE

T

HA

RL

AN

CR

AN

BR

OO

K

CT.

WOODBERRY

CA

BO

T

CHESTERFIEL

D

LO

WE

LL

LAKE

ENDICOTT

RO

UN

DHI

LL

TA

LL

OA

KS

PEABODY

DARLINGTONHALLA

DARCY

MAXWELL

LOMBARDI CT.

YORK CT.

HI

LL

LI

NE

CH

AR

RI

NG

TO

N

ST

UY

VE

SS

AN

T

AR

DM

OO

R

HEMSWORTH CT.

ABERDOVEY

MAPLES

TWI

N

GLE

NG

ARR

Y

SA

ND

RI

NG

HA

M

WA

Y

GL

EN

GA

RR

Y

CIRCLE

INDIAN MOUND

E. INDIAN MOUND

CO

VI

NG

TO

N

PL

AC

E

TO

TT

EN

HA

M

CR

AN

BR

OO

K

RO

AD

REDDING

FAI

RF

AX

QUARTON ROAD

LA

HS

ER R

OA

D

LONE PINE ROAD

LONE PINE ROAD

BRAD

WA

Y

OV

E

RHI

LL

ROLAND

BURNING BUSH

LF

M

OO

N

HA

WO

OD

AL

E

HU

PP

CR

OS

S

WOODALECT.

BRADWAY

AMBERLY

ENDSLEIGH

C

OVINGTON

PL.

G

LE

NG

AR

RY

CIRC

LE

BLOO

M

FIELD CLU

B

CT.

HI

LL

LI

NE

CH

AR

RI

NG

TO

N

ST

UY

VE

SS

AN

T

AR

DM

OO

R

IT

W

INDIANMOUND

SOUTH

GO

LF

VI

EW

CASS

FA

CU

LT

YR

OW

LAKE

ROW

KESWICK

BARDEN

OR

CH

AR

DRI

DG

E

HAM

IL

TO

N

OR

TU

TE

KINGSWOOD

VALLEY

VA

UG

HA

N

RO

AD

CO

VI

NG

TO

N

DARCY

HALLA

MAXWELL

LOMBARDI

CT.

YORK CT.

SUTTON HEMSWORTHCT.

COURTLEIGH

ABERDOVEY

N

MAP

LES

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

TA

LL

OA

KS

AC

AD

EM

Y

TOT

TE

NH

AM

CH

AR

D

RI

DG

E

TI

IN

SW

AY

QUARTON

TSERC

ROAD

ROADPINELONE

PL

AC

E

FALMOU

T

H

SE

BAGO

KENNEBEC

B

E N

NINGTON

HAVER

LIH L

MA

RBLE

H

DE

A

MA

RT

EL

L

GO

OD

HU

E

CT.

ME

RRIM

AC

LA

HS

ER

RO

AD

Y

AR

BORO

HAMDONING-

EGDIRDOOW

HA

R

D

CR

O

L

N.

C

CR

AN

BR

OO

K

RO

AD

RUDGATE

T.J

OYCE

LO

NE

PI

NE

CT.

CR

AN

BR

OO

K

REDDING

OAK

PINE

YA

RM

OU

TH

WE

ST

EA

ST

TR

AI

L

INDIAN MOUND

CR

AN

BR

OO

K

N

NO SCALE

QU

AR

TO

N

LN.

THETFORD

CH

UR

CH

MA

RT

EL

L

RU

DG

AT

E

NA

NT

UC

KE

T

HA

RL

AN

DUNSTON

DUNSTON

CT.MARTELL

LOCATION

PROJECT

HILL

II

STAGE

I

STAGE

A

IV

STAGE

MERRIMAC COURT

SEBAGO LANE

FALMOUTH DRIVE

KENNEBEC COURT

- STAGE IV CONSISTS OF THE FOLLOWING STREETS:

MARBLEHEAD DRIVE

RUDGATE ROAD

BENNINGTON DRIVE

- STAGE III CONSISTS OF THE FOLLOWING STREETS:

MARTELL COURT

MARTELL DRIVE

HAVERHILL ROAD

- STAGE II CONSISTS OF THE FOLLOWING STREETS:

WOODRIDGE ROAD

GOODHUE ROAD

- STAGE I CONSISTS OF THE FOLLOWING STREETS:

PROJECT STAGING:

LIMITS OF PROJECT STAGING

PROPOSED ROAD WORK AREA

BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED

TRAFFIC SIGN

5.

4.

AND CHURCH ROAD.

CONSTRUCTION TRAFFIC, EQUIPMENT, AND STAGING WILL BE ALLOWED ON YARBORO DRIVE, JOYCE COURT,

3. THE CONTRACTOR SHALL NOT USE YARBORO DRIVE AND CHURCH ROAD FOR CONSTRUCTION ACCESS. NO

2.

1.

CONSTRUCTION NOTES:

SEE SPECIFICATION 01010 - PROGRESS SCHEDULE AND STAGING REQUIREMENTS FOR ADDITIONAL INFORMATION.

CONTRACTOR IS TO SUBMIT THEIR PROPOSED SCHEDULE AND SEQUENCE FOR APPROVAL.

0"-1" OF PROPOSED TOP OF AGGREGATE ELEVATION.

NEXT STREETS UNTIL STREETS UNDER CONSTRUCTION ARE RESTORED, DRIVEWAYS RAMPED, AND BASE CUT TO

CONSTRUCTION CAN ONLY OCCUR ON TWO (2) STREETS AT ONE TIME. CONSTRUCTION CAN NOT START ON THE

QUANTITIES ON THIS SHEET REFLECT THE CONSTRUCTION SEQUENCE.

07

MAINTENANCE OF TRAFFIC MDOT TYPICAL

FOR QUARTON ROAD, SEE SHEET 08

NOTE:


555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

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

FAX (1st. Floor): (248) 454-6312

DATE ISSUED FOR /ADDITIONS / REVISIONS

DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

Maint_traffic.d

gn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18

10-30-17 ISSUED FOR PUBLIC INFO. MTG.


J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

N

0 5 10 30 60

1" = 30'

1" = 30'

R

RADJ

ADJ

ADJ

ADJ

AS NEEDED TO MAINTAIN ALIGNMENT

DEFLECT PROPOSED WATER MAIN

NOTE:

Deciduous tree

Asphalt drive

Brick drive

(44' R.O.W.)

CH

UR

CH R

OA

D

(44' R.O.W.)

GOODHUE ROAD

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

826

GVW

674

HYD

NG

AR

RY

CIRC

LE

IT

W

FA

CU

LT

YR

OW

LAKE

OR

RIDGE

KENT

KINGSWOOD

N

MAP

LES

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

REDDING

TOT

TE

NH

AM

CH

AR

D

RI

DG

E

QUARTON ROAD

ROADPINELONE

HAVER

LIH L

MA

RT

EL

L

CH

UR

CH

GO

OD

HU

E

Y

AR

BORO

HAMDONING-

HA

R

D

CR

O

L

N.

C

CR

AN

BR

OO

K

RO

AD

QU

AR

TO

N

LN.

C

T.

T.

JO

YCE

RUDGATE

MA

RT

EL

L

LOCATION

SHEET NO SCALE

N

MARTELL

HA

RL

AN

DUNSTON

WOODRIDGE

CO

VI

NG

TO

N

YARMOUTH

BENNINGTON

LO

NE

PI

NE

CT.

(P

RO

TE

CT)

(P

RO

TE

CT)

LOT 29

19-23-302-001

420 GOODHUE ROAD

LOT 30

19-23-302-001

420 GOODHUE ROAD

PART OF LOT 6

19-23-303-001

376 DUNSTON ROAD

PART OF LOT 30

19-23-303-002

411 GOODHUE ROAD

LOT 20

19-23-304-002

381 CRANBROOK ROAD

IN THE BID PRICE FOR "UNDERDRAIN, 6-INCH, SPECIAL"

FITTINGS AND CONNECTIONS SHALL BE INCLUDED

PROPOSED UNDERDRAIN. ALL WORKMANSHIP,

CONNECT EXISTING OUTLET PIPE TO THE

TOP 6" WM=801.72

RIM = 807.32

EX GVW 826

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

WALL FOUNDATION AND INTEGRITY.

ADJACENT TO EXISTING WALL TO PROTECT

TO MINIMIZE TRENCH WIDTH IN AREAS

CONTRACTOR MUST TAKE PRECAUTIONS

NOTE:

- 60' (BOTH SIDES)

& GUTTER - MATCH EXIST.

PROPOSED CONCRETE CURB

GAS MAIN

ABANDONED

CAUTION!!!

GAS MAIN

OF 2" RELOCATED

APPROX. LOCATION

NOTE!!!

GAS MAIN

OF 2" RELOCATED

APPROX. LOCATION

NOTE!!!

GAS MAIN

ABANDONED

CAUTION!!!

DRIVEWAY DURING CONSTRUCTION

CONC. CURB & GUTTER AND

CONTRACTOR TO PROTECT EXIST.

NOTE:

STA. 4+46, 17.5' RT

F.G. 824.90

HYDRANT ASSEMBLY

STA. 0+47, 19' RT

RIM 807.80

VALVE & WELL

8" GATE

- 244 LFT

& GUTTER, MOUNTABLE

PROPOSED CONC. CURB

- 190 LFT

& GUTTER, MOUNTABLE

PROPOSED CONC. CURB

- 464 LFT

& GUTTER, MOUNTABLE

PROPOSED CONC. CURB

GOODHUE ROAD

STAGE I

S

B

#B71

T/WM = 799.80+/-

B/ST= 801.30+/-

UTILITY CROSSING

CAUTION!!!

UTILITY

UNDERGROUND

CAUTION!!!

CUT IN 8"x 8"x 8" TEE

8" WATER MAIN

CONNECT TO EXIST.

T/SAN = 800.02+/-

B/WM= 801.52+/-

UTILITY CROSSING

CAUTION!!!

09

MATC

H LIN

E S

EE S

HEET 10

- 77 SYD

PROPOSED PAVT, REM

01-29-18 ADDENDUM NO. 1

1

CROSSING

FIBER OPTIC

CAUTION!!!0+00

0+50

1+00

1+50

2+00

2+503+003+50

4+00

4+50

5+00

555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300


FAX (1st. Floor): (248) 454-6312


DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

2018

Water

Main

Repla

ce

ment\

Goodhue_

01_

WM.d

gn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18



J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

PAVING QUANTITIES THIS SHEET


1 Pulverize Ex. HMA Pavement syd 840

2 Pavt, Rem syd 165

3 Curb, Rem lft 1000

4 Station Grading, Mod Sta 4.95

5 Sawcut, Driveways lft 53

6 Aggregate Base, 21 AA Crushed Limestone ton 600

7 Curb and Gutter, Conc, Mountable lft 898

8 Curb and Gutter, Conc, Match Existing lft 60

DRAINAGE QUANTITIES THIS SHEET


1 Underdrain, 6-inch, Special lft 1000

2 Underdrain, Outlet Ending ea 5

3 Structure, Adjust ea 4

4 Structure, Reconstruct ea 4

WATER MAIN QUANTITIES THIS SHEET


1 Gate Well, Rem ea 1

2 Hydrant, Rem ea 1

3 Water Main, DI, 8 inch, Tr Det G w/Poly Wrap lft 531

4 Fire Hydrant Assembly ea 1

5 Gate Valve and Well, 8 inch ea 1

6 Connect to Existing Water Main ea 1

7 Rem Exist. Water Main lft 10

8 Abandon Exist. Water Main lft 530

9 1 1/2-inch Water Service Lead lft 80

10 Mueller Stop Box or Approved Equal ea 3

11 Gate Well Structure Cover, EJ 1040 Type A or Equal ea 1

SAN/UTILITY/DR STRUCTURE COVER SCHEDULE

STATION/OUT TYPE

STRUCTURE

ELEV

EXIST RIM

ELEV (1)

PROP RIM

TYPE

WORK

COVER

FRAME &

FURBISH

TYPE (2)

STR COVER

1+27, RT 9' STORM 810.27 810.11 ADJ N NONE

1+27, RT 1' STORM 810.35 810.34 RECON N NONE

1+27, LT, 9' STORM 810.13 810.11 RECON N NONE





3+88, LT 9' STORM 822.57 822.72 ADJ N NONE

Notes:

(1) Based on Proposed Roadway Grading Data Provided

(2) Refer to OCWR Sanitary and Water Std Details for Frame Requirements and Lettering Specifics

Catch

Basin

Catch

Basin

Unspecified

Manhole

SASA

Telephone

Riser

RR

Fire

Hydrant

Unspecified

Manhole

STST

Landscape

Rock

Telephone

Riser

RR

Landscape

Rock

Telephone

Riser

RR

Landscape

Rock

Deciduous tree

Unspecified

Manhole

E

Stor

m

Manhole

STST

Deciduous tree

Landscape

Rock

Unspecified

Manhole

Sign

Post

Deciduous tree

Sign

Post

Deciduous tree

Coniferous shrub

Coniferous shrub

Deciduous tree

Catch

Basin

Catch

Basin

Stor

m

Manhole

ST

Deciduous shrub

Deciduous shrub

Deciduous shrub

Deciduous tree

Coniferous shrub

Landscape

Rock

Coniferous shrub

Deciduous tree

Telephone

Riser

RR

Telephone

Riser

RR

Coniferous tree

RECON

RECON

RECON

Coniferous tree

MAIN (TYP.)

EXIST. WATER

CUT & CAP

& THRUST BLOCK

22 1/2° BEND

WATER MAIN

EXISTING

CUT & CAP

Catch

Basin

Coniferous tree

Stor

m

Manhole

STST

Coniferous tree

Colu

mn

Coniferous tree

Coniferous tree

(HEIGHT VARIES)

EX. BRICK WALL

BRICK WALL

EXIST. 4'

STONE WALL

EXIST. 4'

BRICK PILLARS

EXIST. FENCE w/

Coniferous tree

Catch

Basin

Catch

Basin

Stor

m

Manhole

STST

Unspecified

Manhole

Asphalt drive

Asphalt drive

Coniferous tree

Fire

Hydrant

Water

Stop

Box

Mailbox

Mailbox

Coniferous tree

Sign

Post

Unspecified

Manhole

Unspecified

Manhole

(CONN. TO HYD. TEE)

W/ POLY WRAP

465'- 8" D.I.W.M.

(HYD. TEE TO MATCH LINE)

W/ POLY WRAP

66'- 8" D.I.W.M.

MAIN IN PLACE, TYP.

ABANDON EXIST. 6" WATER

Roadway Grading Data (Goodhue Road)

Station

Grade*

Existing CL

Grade

Proposed CL

Change +/-

Grade

Curb

Top Left of

Proposed

Pavement

Edge of

Proposed Left

Pavement

Edge of

Proposed Right

Curb

Top Right of

Proposed

0+54 807.29 807.29 0.00 807.36 807.09 807.09 807.36

1+00 809.07 809.04 -0.03 809.11 808.84 808.84 809.11

1+14 809.75 809.57 ** -0.18 809.64 809.37 809.37 809.64

1+50 811.41 811.25 ** -0.16 811.32 811.05 811.05 811.32

1+64 812.21 812.07 ** -0.14 812.14 811.87 811.87 812.14

2+00 814.30 814.31 0.01 814.38 814.11 814.11 814.38

2+50 817.32 817.40 0.08 817.47 817.20 817.20 817.47

2+79 819.20 819.23 ** 0.03 819.30 819.03 819.03 819.30

3+00 820.24 820.36 ** 0.12 820.43 820.16 820.16 820.43

3+34 821.32 821.60 ** 0.28 821.67 821.40 821.40 821.67

3+50 821.79 822.01 0.22 822.08 821.81 821.81 822.08

4+00 823.23 823.27 0.04 823.34 823.07 823.07 823.34

4+50 824.44 824.54 0.10 824.61 824.34 824.34 824.61

4+92 825.44 825.60 ** 0.16 825.67 825.40 825.40 825.67

5+00 825.58 825.77 ** 0.19 825.84 825.57 825.57 825.84

5+20 825.76 825.95 ** 0.19 826.02 825.75 825.75 826.02

5+42 825.66 825.72 ** 0.06 825.79 825.52 825.52 825.79

* Grades Were Interpolated from Topographical Data

** Located in Vertical Curve

Driveway Construction Quantities (HMA) - (Goodhue Rd)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, Rem Excavation, Earth

Modified

Base, 21AA,

Aggregate

Sawcut, Driveway

Station Lft Syd Cyd (1) Ton LFt

2+05, R 17 -1.17% -0.58% 35 6.9 12.4 18

3+18, L ** 10 0 0.0 0.0 0

4+02, L 17 10.86% 8.43% 15 3.4 6.2 15

4+87, R 22 -2.33% -3.58% 38 7.7 13.9 20

*Grading limits are approximate and measured from proposed centerline of road

**Stamped Concrete Driveway

NOTES:

(1) TO BE INLCUDED IN UNIT PRICE BID FOR 'STATION GRADING, MOD - STA"

LOCATION

SHEET

1" = 30'

N

0 5 10 30 60

1" = 30'

1

HYD R

STA. 3+53, 15' RT

F.G. 815.30

HYDRANT ASSEMBLY



NOTE:

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

Brick drive

Brick drive

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Coniferous shrub

Coniferous shrub

Coniferous shrub

Coniferous shrub

(44' R.O.W.)

WOODRIDGE ROAD

19-23-351-009

360 WOODRIDGE ROAD

19-23-351-019

365 WOODRIDGE ROAD

19-23-352-018

401 DUNSTON ROAD

19-23-351-001

375 DUNSTON ROAD

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EM

OV

E)

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

8" TEE

8"x 8"x8" WATER MAIN

CONNECT TO EXIST.

WATER MAIN, TYP.

CUT & CAP EXIST.STA. 0+41, 12'RT

RIM 833.50

& WELL

8" GATE VALVE

827.47

TOP 6" WM=

RIM = 833.67

EX GVW 614

614

GVW

826.95

TOP 6" WM=

RIM = 832.90

EX GVW 615

PRIOR TO CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.

RESTORE SAID FEATURES TO THEIR ORIGINAL STATE AND CONDITION

ANY DAMAGE DOES OCCUR TO SAID FEATURES, THE CONTRACTOR SHALL

AREAS, ETC. DURING CONSTRUCTION AND SITE RESTORATION. IF

LEDGE ROCK WALLS, STONE PILLARS, YARD LIGHTING AND PLANTING

WORK AREA INCLUDING BUT NOT LIMITED TO STONE/BRICK WALLS,

NECESSARY TO PROTECT ANY EXISTING FEATURES WITHIN THE

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS AND MEASURES

NOTE:

WOODRIDGE ROAD

STAGE I

NG

AR

RY

CIRC

LE

IT

W

FA

CU

LT

YR

OW

LAKE

OR

RIDGE

KENT

KINGSWOOD

N

MAP

LES

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

REDDING

TOT

TE

NH

AM

CH

AR

D

RI

DG

E

QUARTON ROAD

ROADPINELONE

HAVER

LIH L

MA

RT

EL

L

CH

UR

CH

GO

OD

HU

E

Y

AR

BORO

HAMDONING-

HA

R

D

CR

O

L

N.

C

CR

AN

BR

OO

K

RO

AD

QU

AR

TO

N

LN.

T.J

OYCE

RUDGATE

NO SCALE

N

MARTELL

HA

RL

AN

DU

NST

ON

WOODRIDGE

CO

VI

NG

TO

N

YARMOUTH

BENNINGTON

LO

NE

PI

NE

CT.

(50' R.O.W.)

DUNSTON

ROAD

CT.

S

B

#B54

S

B

#B65

GAS MAIN

ABANDONED

CAUTION!!!

THRUST BLOCKS

45° BENDS W/

150 LFT

CONC. CURB, E2

PROPOSED 6"

WATER MAIN IN PLACE, TYP.

ABANDON EXIST. 6"

(HYD. TEE TO MATCH LINE)

W/ POLY WRAP

297'- 8" D.I.W.M.

ADJ

THRUST BLOCKS

45° BENDS W/

197 LFT

CONC. CURB, E2

PROPOSED 6"

321 LFT

CONC. CURB, E2

PROPOSED 6"

THRUST BLOCKS

45° BENDS W/

ADJ

ADJ

341 LFT

CONC. CURB, E2

PROPOSED 6"

ADJ

(VALVE TO HYD. TEE)

W/ POLY WRAP

320'- 8" D.I.W.M.

W/ THRUST BLOCK

22 1/2° BEND THRUST BLOCKS

45° BENDS W/

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

GAS MAIN

OF 2" RELOCATED

APPROX. LOCATION

NOTE!!!

ADJ

PROTECT

T/WM = 827.55+/-

B/ST= 829.05+/-

UTILITY CROSSING

CAUTION!!!

MATC

H LIN

E S

EE S

HEET 13

T/WM = 796.90

B/ST= 798.14+/-

UTILITY CROSSING

CAUTION!!!

T/WM = 800.60

B/ST= 802.44+/-

UTILITY CROSSING

CAUTION!!!

T/WM = 811.92

B/ST= 813.42+/-

UTILITY CROSSING

CAUTION!!!

T/WM = 818.85

B/ST= 820.68+/-

UTILITY CROSSING

CAUTION!!!

T/WM = 825.10

B/ST= 826.83+/-

UTILITY CROSSING

CAUTION!!!

37 LFT

CONC. CURB, E2

PROPOSED 6"

40 LFT

CONC. CURB, E2

PROPOSED 6"

FOUDATIONS AND INTEGRITY

PROTECT THE EXISTING WALL

PRECAUTIONS NECESSARY TO

CONTRACTOR MUST TAKE

NOTE:

STA. 0+66 TO STA 4+15

CURB AND GUTTER

REMOVE EXIST. CONC.

STA. 4+53 TO STA 6+15

CURB AND GUTTER

REMOVE EXIST. CONC.

REC

REC

12

R

R

ADJRIM 802.20

EQUAL - 1 EA

EJ 5000 TYPE M2, OR

DR STRUCTURE COVER,

12" NW INV. 798.39

1

1

MH

01

1

1

CB

03

CB #03

LOW HEAD - 1 EA

DR STRUCTURE, 48 INCH,

PROTECT

1

CLIV, TR DET B

11'- 12" @ 0.32%1

MH

EX

1

1

CB

02

PROTECT

1

RIM 805.40

EQUAL - 1 EA

EJ 5000 TYPE M2, OR

DR STRUCTURE COVER,

12" NW INV. 802.72

1CB #02

LOW HEAD - 1 EA


1

SEWER TAP, 12"

12" SE INV. 802.66

CLIV, TR DET B

16'- 12" @ 0.32%

1

1

1 CB

01

CB

EX

1

1

PROTECT THE EXISTING HEDGE ROW

PRECAUTIONS NECESSARY TO

CONTRACTOR MUST TAKE

NOTE:

RIM 830.85

EQUAL - 1 EA

EJ 5000 TYPE M2, OR

DR STRUCTURE COVER,

12" SE INV. 826.52

1CB #01

- 1 EA


EX. 12" E INV. 825.38

EX. 12" SW INV. 825.58

RIM 831.20

EX CB

SEWER TAP, 12"

12" NW INV. 826.51

1

CLIV, TR DET B

6'- 12" @ 0.32%

GAS MAIN

OF 2" RELOCATED

APPROX. LOCATION

NOTE!!!

1

1


R

R

MH

EX

1

1

EX. 12" E INV. 799.96

EX. 12" W INV. 800.16

RIM 804.06

EX MH

SEWER TAP, 12"

12" E INV. 799.96

- ADJUST- ADJUST

- ADJUST

- REMOVE

EX. 12" W INV. 802.56

EX. 12" E INV. 802.56

EX. 12" SE INV. 802.86

EX. 12" NE INV. 802.86

RIM 806.56

EX MH

- REMOVE

CLIV, TR DET B

65'- 12" @ 2.48%1

EX. 12" W INV. 798.35

EX. 12" E INV. 798.25

EX. 12" S INV. 798.35

EX. 12" N INV. 798.35

- REMOVE

- REMOVE

EJ 1040A, OR EQUAL - 1 EA

DR STRUCTURE COVER,

LOW HEAD, OVER EXISTING - 1 EA


12" W INV. 798.35

12" S INV. 798.35

RIM 802.35

MH 01

1

1

1

22+0

0

22+5

0

23+00

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+504+00

4+50

5+00

5+50

6+00

555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300


FAX (1st. Floor): (248) 454-6312


DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

2018

Water

Main

Repla

ce

ment\

Woodrid

ge_

01_

WM.d

gn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18



J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

Roadway Grading Data (Woodridge Road)

Station

CL Grade*

Existing

CL Grade

Proposed

Change +/-

Grade

Curb

Top Left of

Proposed

Pavement

Edge of

Proposed Left

Pavement

Edge of

Proposed Right

Curb

Top Right of

Proposed

0+00 SEE DETAILED GRADE SHEET


0+80 832.90 832.95 0.05 833.20 832.70 832.70 833.20

0+90 832.78 832.65 ** -0.13 832.90 832.40 832.40 832.90

1+00 832.58 832.30 ** -0.28 832.55 832.05 832.05 832.55

1+15 832.11 831.64 ** -0.47 831.89 831.39 831.39 831.89

1+40 830.68 830.15 ** -0.53 830.40 829.90 829.90 830.40

1+50 829.87 829.46 -0.41 829.71 829.21 829.21 829.71

1+88 826.82 826.83 0.01 827.08 826.58 826.58 827.08

2+00 825.84 825.84 0.00 826.09 825.59 825.59 826.09

2+50 821.69 821.72 0.03 821.97 821.47 821.47 821.97

3+00 817.17 817.60 0.43 817.85 817.35 817.35 817.85

3+15 815.98 816.37 ** 0.39 816.62 816.12 816.12 816.62

3+50 813.11 813.63 ** 0.52 813.88 813.38 813.38 813.88

4+00 809.99 810.22 ** 0.23 810.47 809.97 809.97 810.47

4+50 807.34 807.40 ** 0.06 - 807.15 807.15 -

4+65 806.73 806.66 ** -0.07 806.91 806.41 806.41 806.91

5+00 805.24 805.17 ** -0.07 805.42 804.92 804.92 805.42

5+50 803.72 803.53 ** -0.19 803.78 803.28 803.28 803.78

6+00 802.38 802.48 ** 0.10 802.73 802.23 802.23 802.73

6+15 802.08 802.28 ** 0.20 802.53 802.03 802.03 802.53




STATION/OUT TYPE

STRUCTURE

ELEV

EXIST RIM

ELEV (1)

PROP RIM

TYPE

WORK

COVER

FRAME &

FURNISH

TYPE (2)

STR COVER

1+30, LT 7' STORM 831.20 830.60 ADJ YES EJ 1040A

1+30, RT 10' STORM 831.30 830.50 ADJ NONE -

2+17, LT 9' STORM 824.41 824.20 ADJ NONE -

2+17, RT 9' STORM 824.57 824.25 ADJ NONE -

2+88, LT 8' STORM 817.92 818.35 ADJ YES EJ 5000 M2

2+88, RT 10' STORM 818.09 818.30 ADJ NONE -

3+00, RT 4' SAN 817.09 817.45 RECON YES EJ 1040 A

3+89, RT 3' SAN 810.49 810.90 RECON NONE -

3+96, LT, 2' STORM 810.23 810.45 ADJ NONE -

4+65, RT, 3' SAN 806.75 806.65 ADJ NONE -

4+68, LT 4' STORM 806.56 806.40 ADJ NONE -

4+76, LT, 10' STORM 806.19 805.90 ADJ NONE -

5+28, RT 2' SAN 804.32 804.15 ADJ NONE -

5+37, LT 2' STORM 804.06 803.85 ADJ NONE -

5+90, RT 2' SAN 802.66 802.60 ADJ NONE -

6+03, LT 9' STORM 802.30 802.20 ADJ NONE -

6+06, LT 13' STORM 803.00 802.90 ADJ NONE -

Notes:





1 Dr Structure, Rem ea 3

2 Sewer, Rem, Less Than 24 inch lft 89

3 Sewer, Cl IV, 12 inch, Tr Det B lft 98



6 Dr Structure, 48 inch Dia ea 1

7 Dr Structure, 48 inch Dia, Low Head, over Existing ea 1

8 Dr Structure 48 inch Dia, Low Head ea 2

9 Dr Structure Cover, EJ 1040 Type A, or Equal ea 2

10 Dr Structure Cover, EJ 5000 Type M2, or Equal ea 4

11 Sewer, Tap, 12 inch ea 3





2 Hydrant, Rem ea 1













2 Brick Paver, Remove and Salvage syd 31

3 Curb, Rem lft 493




7 Curb and Gutter, Conc, Det E2, Mod lft 1000

8 Sanitary Structure, Adjust ea 3

9 Sanitary Structure, Reconstruct ea 2

10 Sanitary Structure Cover, EJ 1040 Type A or Equal ea 1

Driveway Construction Quantities (Brick) - (Woodridge Road)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

ProposedEarth

Excavation,

21AA, Modified

Aggregate Base,Sawcut, Driveway

Station Lft Cyd (1) Ton LFt

4+07 RT 15 1.94% 0.89% 3.2 5.7 26

4+35 LT 13 -1.45% -1.32% 2.5 4.6 38

Driveway Construction Quantities (HMA) - (Woodridge Road)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

ProposedEarth

Excavation,

21AA, Modified


Station Lft Cyd (1) Ton LFt

0+45 LT 25 1.20% 5.83% 3.1 5.5 21


NOTES:


Catch

Basin

Catch

Basin

Ex. Hedge Row

Ex. Hedge Row

Concrete Wall

Ex. 4' High

ST

Sanitary

Manhole

SASA

Stor

m

Manhole

STST

Stor

m

Manhole

STST

Sanitary

Manhole

SA

Catch

Basin

Catch

Basin

Mailbox

Stor

m

Manhole

ST

Sanitary

Manhole

SA

Yard

Light

E

Stor

m

Manhole

ST

ST

Sanitary

Manhole

SASA

Landscape

Rock

Landscape

Rock

FD. 1/2''-

Rod #

Landscape

Rock

Fire

Hydrant

Landscape

Rock

Landscape

Rock

Landscape

Rock

Sanitary

Manhole

SA

Landscape

Rock

Catch

Basin

Catch

Basin

Sign

Post

Catch

Basin

Catch

Basin

ST

SA

Catch

Basin

Catch

Basin

Landscape

Rock

Landscape

Rock

E

(VALVE TO TEE)

W/ POLY WRAP

15'- 8" D.I.W.M.

R

- 15 LFT

WATER MAIN

REMOVE EXIST.

THRUST BLOCK

11 1/4° BEND W/

1" = 30'

N

0 5 10 30 60

1" = 30'

THRUST BLOCK

45° BEND W/

THRUST BLOCK

22 1/2° BEND W/

8" WATER MAIN

CONNECT TO EXIST.

R

R

STA. 4+97, 22' RT

F.G. 841.10

HYDRANT ASSEMBLY

2

GVW

(HYD. TEE TO VALVE)

W/ POLY WRAP

203'- 8" D.I.W.M.

(VALVE TO MATCH LINE)

W/ POLY WRAP

10'- 8" D.I.W.M.

STA. 7+18,16'R

RIM 841.80

VALVE & WELL

8" GATE



NOTE:

LOT 2619-22-401-035

580 HAVERHILL ROAD

(50' R.O.W.)

HAVERHILL ROAD

(50' R.O.W.)

YA

RB

OR

O D

RIV

E

Catch

Basin

Catch

Basin

Asphalt drive

Asphalt drive

Asphalt drive

Asphalt drive

Asphalt drive

Asphalt drive

Asphalt drive

Asphalt drive

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Coniferous tree

Coniferous tree

Deciduous shrub

Deciduous shrub

Deciduous shrub

LOT 2719-22-401-056

590 HAVERHILL ROAD

LOT 2819-22-451-004

580 YARBORO DRIVE

LOT 2519-22-401-036

570 HAVERHILL ROAD

LOT 2419-22-401-050

560 HAVERHILL ROAD

LOT 2319-22-401-051

550 HAVERHILL ROAD

Co

mbined

Manhole

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

641

HYD

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

Aband.

Aband.

NG

AR

RY

CIRC

LE

I

TW

FA

CU

LT

YR

OW

LAKE

OR

RIDGE

KENT

KINGSWOOD

N

MAP

LES

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

REDDING

TOT

TE

NH

AM

CH

AR

D

RI

DG

E

QUARTON ROAD

ROADPINELONE

HAVER

MA

RT

EL

L

CH

UR

CH

GO

OD

HU

E

Y

AR

BORO

HAMDONING-

HA

R

D

CR

O

L

N.

C

CR

AN

BR

OO

K

RO

AD

QU

AR

TO

N

LN.

C

T.

T.

JO

YCE

RUDGATE

MA

RT

EL

L

LOCATION

SHEET

NO SCALE

N

MARTELL

HA

RL

AN

DUNSTON

WOODRIDGE

CO

VI

NG

TO

N

YARMOUTH

BENNINGTON

LO

NE

PI

NE

CT.

HILL

19-22-451-001565 HAVERHILL ROAD

(VALVE TO HYD. TEE)

W/ POLY WRAP

444'- 8" D.I.W.M.

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

615

GVW

HAVERHILL ROAD

STAGE II

S

B

#B49

S

B #B50

GAS MAIN

ABANDONED

CAUTION!!!

GAS MAIN

OF 2" RELOCATED

APPROX. LOCATION

NOTE!!!

44 LFT

CONC. CURB, E2

PROPOSED 6"

76 LFT

CONC. CURB, E2

PROPOSED 6"

WATER MAIN IN PLACE, TYP.

ABANDON EXIST. 6"

184 LFT

CONC. CURB, E2

PROPOSED 6"

160 LFT

CONC. CURB, E2

PROPOSED 6"

6 LFT

CONC. CURB, E2

PROPOSED 6"

36 LFT

CONC. CURB, E2

PROPOSED 6"

813.24

TOP 6" WM=

RIM = 818.54

EX GVW 615

812.68

TOP 6" WM=

RIM = 819.18

EX GVW 628

128 LFT

CONC. CURB, E2

PROPOSED 6"

244 LFT

CONC. CURB, E2

PROPOSED 6"

136 LFT

CONC. CURB, E2

PROPOSED 6"ADJ

OVER EXISTING - 1 EA


SEWER TRAP, - 1 EA

- 1 EA

EJ 5000 TYPE M2, OR EQUAL

DR STRUCTURE COVER,

w/

Brick

Edging

Asphalt drive

w/

Brick

Edging

Asphalt drive

12" NW & SE INV. 829.85

Aband.

STA. 0+45, 33'R

RIM 818.40

VALVE & WELL

8" GATE

(CONN. TO VALVE)

W/ POLY WRAP

23'- 8" D.I.W.M.

CB #02

RIM 821.15

- 1 EA


DR STRUCTURE COVER,

RIM 821.35

CB #01

12" E INV. 816.87

- 1 EA


DR STRUCTURE COVER,

- 1 EA


- 1 EA


CB

01

CB

02

EX

CB

EX. CB

RIM 818.11

12" NW INV. = 814.69

SEWER TAP, - 1 EA

51 TEEHS EES ENIL HCTAM

12" S INV. 813.51+/-

12" SE INV. 816.58

12" W INV. 816.68

EX

CS

1

CS

QUANTITIES - HAVERHILL

REPLACE) PLAN , PROFILE &

COMBINED SEWER (REMOVE &

SEE SHEET NO. 29 FOR PROPOSED

NOTE:

FOR CONSTRUCTION ACCESS

NOT USE YARBORO DRIVE

CONTRACTOR SHALL

NOTE:

EXISTING PAVEMENT DURING CONSTRUCTION

CONTRACTOR SHALL PROTECT

NOTE:

RECON

PLAN, PROFILE, AND QUANTITIES

PROPOSED COMBINED SEWER

SEE SHEET 29 FOR

NOTE:

833.80

RI

M

833.55

834.05

835.35

836.55

820.00

821.15

832.20

825.40

HP

848.37

847.70

847.10

846.02

843.

85

841.

50

14

1

1

2

CS

1

R

R


1

11

1

- 1 EA


DR STRUCTURE COVER,

RIM 834.75

CB #01A

8" NW & SE INV. 829.40

OVER EXISTING - 1 EA


SEWER TRAP, - 1 EA

CB

01A

CB

01B

RIM 834.80

CB #01B




2 Pavt, Rem syd 195










3 Dr Structure, 48 inch Dia, over Existing ea 2


5 Sewer Trap ea 2









2 Hydrant, Rem ea 1










Roadway Grading Data (Haverhill Road)

Station

Grade*

Existing CL

Grade

Proposed CL

Change +/-

Grade

Curb

Top Left of

Proposed

Pavement

Edge of

Proposed Left

Pavement

Edge of

Proposed Right

Curb

Top Right of

Proposed

0+78 821.46 821.46 0.00 821.30 821.30 820.95 820.95

1+00 822.62 822.89 0.27 823.14 822.64 822.64 823.14

1+50 825.76 826.14 0.38 826.39 825.89 825.89 826.39

1+93 828.81 828.94 ** 0.13 829.19 828.69 828.69 829.19

2+00 829.15 829.33 ** 0.18 829.58 829.08 829.08 829.58

2+43 831.61 831.54 ** -0.07 831.79 831.29 831.29 831.79

2+50 831.85 831.86 ** 0.01 832.11 831.61 831.61 832.11

2+93 833.61 833.60 ** -0.01 - 833.35 833.35 833.85

3+00 833.84 833.85 0.01 - 833.60 833.60 834.10

3+50 835.25 835.31 0.06 835.56 835.06 835.06 -

3+83 836.31 836.27 ** -0.04 836.52 836.02 836.02 836.52

4+00 836.86 836.83 ** -0.03 837.08 836.58 836.58 837.08

4+33 838.18 838.22 ** 0.04 838.47 837.97 837.97 838.47

4+50 839.06 839.11 ** 0.05 839.36 838.86 838.86 839.36

4+83 841.14 841.15 ** 0.01 841.40 840.90 840.90 841.40

5+00 842.32 842.31 -0.01 - 842.06 842.06 842.56

5+50 845.73 845.73 0.00 - 845.48 845.48 845.98

5+55 846.05 846.07 ** 0.02 846.32 845.82 845.82 846.32

6+00 847.84 847.97 ** 0.13 848.22 847.72 847.72 848.22

6+15 847.97 848.08 ** 0.11 848.33 847.83 847.83 848.33

6+50 847.39 847.34 ** -0.05 - 847.09 847.09 847.59

6+75 845.92 845.93 ** 0.01 - 845.68 845.68 846.18

7+00 844.13 844.17 0.04 844.42 843.92 843.92 844.42

7+29 842.00 842.13 ** 0.13 842.38 841.88 841.88 842.38




STATION/OUT TYPE

STRUCTURE

ELEV

EXIST RIM

ELEV (1)

PROP RIM

TYPE

WORK

COVER

FRAME &

FURNISH

TYPE (2)

STR COVER

3+40, LT 14' STORM 833.99 833.55 ADJ NONE -

3+42, RT 15' STORM 834.79 835.00 RECON YES EJ 5000 M2

Notes:



Driveway Construction Quantities (HMA) - (Haverhill Road)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, Rem

Salvage

Remove, and

Brick Paver,

Earth

Excavation,

21AA, Modified


Station Lft Syd Syd Cyd (1) Ton LFt

2+15 LT 17 3.37% 2.04% 12 1 2.2 3.9 10

2+71 LT 17 3.82% 4.29% 13 1 2.7 4.8 12

3+01 LT 17 1.81% 0.72% 20 - 3.6 6.4 20

4+85 LT 17 3.56% 5.49% 19 - 2.6 4.6 15

5+05 LT 17 6.53% 9.40% 19 - 3.5 6.3 20

5+21 RT 24.5 -6.89% -7.81% 34 - 6.7 12.0 15

5+46 LT 17 2.77% 0.40% 22 - 4.2 7.6 23

6+55 LT 17 2.12% 5.95% 56 - 8.3 14.9 53

Driveway Construction Quantities (Brick or Gravel) - (Haverhill Road)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, Rem

Salvage

Remove, and

Brick Paver,

Earth

Excavation,

21AA, Modified



3+48 RT 25.5 3.33% 2.82% - - 16.7 18.0 -


NOTES:


0+00

0+50

1+00

1+50

2+002+50

3+00 3+50 4+00 4+50 5+005+50

6+00

6+50

7+00

555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300


FAX (1st. Floor): (248) 454-6312


DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

2018

Water

Main

Repla

ce

ment\

Haverhill_

01_

WM.d

gn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18



J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

Landscape

Rock

Landscape

Rock

Landscape

Rock

Catch

Basin

Sign

Post

CS

Stor

m

Manhole

Landscape

Rock

MAIN, TYP.

EXIST. WATER

CUT & CAP

- 17 LFT

WATER MAIN

REMOVE EXIST.

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Sign

Post

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Mailbox

Mailbox

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Catch

Basin

CSCS

CS

Stor

m

Manhole

Landscape

Rock

Landscape

Rock

CLIV, TR DETAIL B

63'- 12" @ 3.00%

CLIV, TR DETAIL B

19'- 12" @ 1.00%

Fire

Hydrant

Yard

Light

E

Landscape

Rock

Landscape

Rock

CS

Co

mbined

Manhole

Yard

Light

E

Mailbox

Mailbox

Mailbox

Landscape

Rock

Landscape

Rock

Landscape

Rock

Sign

Post

8"x 8"x 8" TEE

WATER MAIN (TYP.)

CUT & CAP EXIST.

- 18 LFT

WATER MAIN

REMOVE EXIST.

1" = 30'

N

0 5 10 30 60

1" = 30'

R

STA. 9+63, 21' RT

F.G. 832.90

HYDRANT ASSEMBLY

R



NOTE:

(50' R.O.W.)

HAVERHILL ROAD

Asphalt drive

Asphalt drive

Asphalt drive

Asphalt drive

Asphalt drive

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Deciduous tree

Coniferous tree

Coniferous tree

Coniferous tree

Coniferous tree

Coniferous tree

Coniferous tree

LOT 2319-22-401-051

550 HAVERHILL ROAD

LOT 2219-22-401-038

540 HAVERHILL ROADLOT 21


LOT 3119-22-451-003

151 MARTELL ROAD

LOT 2019-22-401-040

520 HAVERHILL ROAD

LOT 1919-22-401-042

215 MARTELL ROAD

LOT 519-22-476-001

150 MARTELL DRIVE



(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

ADJ

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

640

HYD

790

GVW

NG

AR

RY

CIRC

LE

IT

W

FA

CU

LT

YR

OW

LAKE

OR

RIDGE

KENT

KINGSWOOD

N

MAP

LES

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

REDDING

CH

AR

D

RI

DG

E

QUARTON ROAD

ROADPINELONE

HAVER

MA

RT

EL

L

CH

UR

CH

GO

OD

HU

E

Y

AR

BORO

HAMDONING-

HA

R

D

CR

O

L

N.

C

CR

AN

BR

OO

K

RO

AD

QU

AR

TO

N

LN.

C

T.

T.

JO

YCE

RUDGATE

MA

RT

EL

L

LOCATION

SHEET

NO SCALE

N

MARTELL

HA

RL

AN

DUNSTON

WOODRIDGE

CO

VI

NG

TO

N

YARMOUTH

BENNINGTON

LO

NE

PI

NE

CT.

HILL

19-22-426-01540 DUNSTON ROAD4

(50' R.O.W.)

MA

RT

ELL D

RIV

E

HAVERHILL ROAD

STAGE II

S

B

#B51

S

B

#B52

S

B

#B46

GAS MAIN

OF 2" RELOCATED

APPROX. LOCATION

NOTE!!!

GAS MAIN

OF 2" RELOCATED

APPROX. LOCATION

NOTE!!!

CB

07

CB

08

Brick drive

RR

- 1 EA

EJ 5000 TYPE 02, OR EQUAL

DR STRUCTURE COVER,

RIM 819.15

CB #08

812.72

- 1 EA


SEWER TRAP, - 1 EA

R

CB

05

CB

06

- 1 EA


DR STRUCTURE COVER,

RIM 832.80

CB #06

8" NE INV. 827.30

- 1 EA


SEWER TRAP, - 1 EA

R

R

22 LFT

CONC. CURB, E2

PROPOSED 6"

88 LFT

CONC. CURB, E2

PROPOSED 6"7 LFT

CONC. CURB, E2

PROPOSED 6"

153 LFT

CONC. CURB, E2

PROPOSED 6"

48 LFT

CONC. CURB, E2

PROPOSED 6"

109 LFT

CONC. CURB, E2

PROPOSED 6"

160 LFT

CONC. CURB, E2

PROPOSED 6"

78 LFT

CONC. CURB, E2

PROPOSED 6"

Coniferous tree

Co

mbined

Manhole

w/

Brick

Edging

Asphalt drive

w/

Brick

Edging

Asphalt drive

R

- 1 EA


DR STRUCTURE COVER,

RIM 840.85

CB #03

8" SW INV. 835.70

- 1 EA


SEWER TRAP, - 1 EA

CB

03

EX

CS-5

EX

CS-6

EX CS-6

TYP.

WATER MAIN IN PLACE,

ABANDON EXIST. 6"

STA. 13+96, 21'R

RIM 816.10

VALVE & WELL

8" GATE

FOR CONTINUATION SEE SHEET 16

MA

TC

H LIN

E S

EE S

HE

ET 1

4

GAS MAIN

ABANDONED

CAUTION!!!

ADJ ADJ

840.30

822.

95

822.

40

820.

25

818.

70

817.

65

816.

55

816.

10

817.

25

816.

75

816.

30

817.

70ADJ

R

R

- 1 EA


DR STRUCTURE COVER,

RIM 840.20

CB #04

- 1 EA


DR STRUCTURE COVER,

RIM 819.20

CB #09

12" SW/NE INV. 813.55

- 1 EAOVER EXISTING


CB

04 CB

09

15

-25 LFT

WATER MAIN

REMOVE EXIST.

- 1 EA


DR STRUCTURE COVER,

RIM 819.20

CB #07

- 1 EAOVER EXISTING


SEWER TRAP -1 EA

EX

CS-41

EX

CS-3 1

EX

CS-2

1

1


1RECONSTRUCT

- REMOVE

1

1RECONSTRUCT

- REMOVE

RECONSTRUCT

1

1

1

1

8" W INV. 836.86

- 1 EA


DR STRUCTURE COVER,

RIM 832.75

CB #05

8" S INV. 827.18

- 1 EA


SEWER TRAP, - 1 EA

8" NE INV.

8" NW/SE INV. 816.05

LOW HEAD - 1 EA


1

1EX

CB

1ADJUST

EX. 8" N INV. 836.72

RIM 840.82

EX CB

EX. 10" E INV. 834.55

EX. 8" SE INV. 835.65

EX. 8" NE INV. 835.65

RIM 841.65

EX CS-2

EX. 10" E INV. 812.39

EX. 10" W INV. 812.49

EX. 8" SW INV. 812.69

EX. 8" NW INV. 813.69

RIM 819.09

EX CS-5

Roadway Grading Data (Haverhill Road)

Station

Grade*

Existing CL

Grade

Proposed CL

Change +/-

Grade

Curb

Top Left of

Proposed

Pavement

Edge of

Proposed Left

Pavement

Edge of

Proposed Right

Curb

Top Right of

Proposed

7+29 842.00 842.13 ** 0.13 842.38 841.88 841.88 842.38

7+50 841.00 840.90 ** -0.10 841.15 840.65 840.65 841.15

7+54 840.82 840.72 ** -0.10 840.97 840.47 840.47 840.97

7+79 840.18 840.03 ** -0.15 - 839.78 839.78 840.28

8+00 839.78 839.74 -0.04 - 839.49 839.49 839.99

8+50 839.12 839.06 -0.06 - 838.81 838.81 -

8+63 838.98 838.88 ** -0.10 - 838.63 838.63 -

9+00 838.44 838.21 ** -0.23 - 837.96 837.96 -

9+63 836.68 836.30 ** -0.38 836.55 836.05 836.05 -

10+00 834.95 834.72 ** -0.23 834.97 834.47 834.47 834.97

10+50 832.19 832.06 ** -0.13 832.31 831.81 831.81 832.31

10+63 831.40 831.26 ** -0.14 831.51 831.01 831.01 831.51

10+75 830.58 830.51 -0.07 830.76 830.26 830.26 830.76

10+85 829.99 829.89 ** -0.10 830.14 829.64 829.64 830.14

11+00 829.07 829.01 ** -0.06 829.26 828.76 828.76 829.26

11+10 828.49 828.49 ** 0.00 - 828.24 828.24 828.74

11+35 827.44 827.45 ** 0.01 827.70 827.20 827.20 827.70

11+50 826.90 826.92 0.02 - 826.67 826.67 827.17

11+91 825.45 825.49 ** 0.04 825.74 825.24 825.24 -

12+00 825.12 825.15 ** 0.03 825.40 824.90 824.90 -

12+16 824.34 824.42 ** 0.08 824.67 824.17 824.17 824.67

12+41 822.86 822.99 ** 0.13 823.24 822.74 822.74 823.24

12+50 822.35 822.40 0.05 822.65 822.15 822.15 822.65

12+67 821.29 821.30 ** 0.01 - 821.05 821.05 821.55

13+00 819.38 819.44 ** 0.06 819.69 819.19 819.19 819.69

13+17 818.58 818.71 ** 0.13 - 818.46 818.46 -

13+50 817.62 817.74 ** 0.12 - 817.49 817.49 -

13+67 817.35 817.47 ** 0.12 - 817.22 817.22 -

14+00 816.90 817.09 0.19 - 816.84 816.84 -







Driveway Construction Quantities (HMA) - (Haverhill Road)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, Rem

Salvage

Remove, and

Brick Paver,

Earth

Excavation,

21AA, Modified



7+91 LT 17 1.55% 2.68% 26 - 4.8 8.6 25

8+40 LT 17 7.81% 8.92% 22 - 4.0 7.2 21

11+55 LT 17 2.12% 2.20% 27 - 3.9 7.1 22

11+86 RT 24.5 1.15% 1.10% 47 - 9.3 16.8 20

12+74 LT 17 3.95% 4.09% 29 - 4.7 8.5 29

Driveway Construction Quantities (Brick or Gravel) - (Haverhill Road)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, RemRemove and Salvage

Brick Paver,

Earth

Excavation,

21AA, Modified



8+32 RT 24.5 2.00% 3.56% - 2 14.6 15.7 -

9+71 RT 24.5 0.40% 0.24% - 3 14.8 16.0 -

11+19 LT 11 2.00% 3.36% - 12 0.6 1.0 27


NOTES:





2 Pavt, Rem syd 150






8 Sanitary Structure, Reconstruct ea 5






3 Sewer, PVC Truss, 8 inch, Tr Det B lft 95




7 Dr Structure, 48 inch Dia, over Existing ea 2

8 Dr Structure 48 inch Dia, Low Head ea 1


10 Dr Structure Cover, EJ 1049 Type 02, or Equal ea 2


12 Sewer Trap ea 5







2 Hydrant, Rem ea 1









11 Gate and Well, Adjust ea 1


STATION/OUT TYPE

STRUCTURE

ELEV

EXIST RIM

ELEV (1)

PROP RIM

TYPE

WORK

COVER

FRAME &

FURNISH

TYPE (2)

STR COVER

7+36, LT 4' SAN 841.65 841.54 RECON NONE -

7+36, RT 10' STORM 840.82 841.33 ADJ NONE -

8+19, RT 8' SAN 839.44 839.30 RECON YES EJ 1040 A

10+39, LT 2' SAN 832.88 832.63 RECON YES EJ 1040 A

13+00, LT 14' STORM 819.15 819.20 ADJ NONE -

13+06, RT 0' SAN 819.09 819.14 RECON NONE -

14+33, RT 16' STORM 815.03 816.77 RECON YES EJ 1040 A

14+38, LT 21' STORM 815.54 815.54 ADJ NONE -

0+27, LT 10' SAN 817.12 817.25 RECON NONE -

0+41, RT 22' STORM 814.98 814.98 RECON NONE -

0+52, LT 28' STORM 815.91 815.91 RECON YES EJ 1049 02

Notes:



SEWER TAP, 8" - 1 EA

8" NE INV. 835.65


8" E INV. 836.72

1

1

1

1

1

1


8" SW INV. 812.69

1

11

RECONSTRUCT

- REMOVE

EX. 10" E INV. 823.08

EX. 10" W INV. 825.08

EX. 8" SW INV. 826.88

EX. 8" N INV. 826.88

RIM 832.88

EX CS-4

- REMOVE


8" SW INV. 826.88

8" N INV. 826.88

7+50

8+00

8+50

9+00

9+50

10+50 11+0011+50

12+00

12+50

13+00

13+50

10+50

14+00

14+50

11+00

11+50

12+00

0+00

0+50

10+00

555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300


FAX (1st. Floor): (248) 454-6312


DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

2018

Water

Main

Repla

ce

ment\

Haverhill_

02_

WM.d

gn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18



J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

Stor

m

Manhole

Catch

Basin

Catch

Basin

Sign

Post

Landscape

Rock

Gate

Valve

&

Well

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Sign

Post

Sign

Post

Sign

Post

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Gate

Valve

&

Well

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

CS

Landscape

Rock

Co

mbined

Manhole

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

RECON

RECON

RECON

RECON

RECON

RECON

RECON

RECON

CS

Co

mbined

Manhole

Landscape

Rock

Landscape

Rock

Landscape

Rock

Mailbox

Unspecified

Manhole

ST

Landscape

Rock

Sign

Post

Landscape

Rock

Landscape

Rock

Mailbox

Catch

Basin

Catch

Basin

CS

Co

mbined

Manhole

Fire

Hydrant

Mailbox

Mailbox

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Address

Light

(MATCH LINE TO HYD. TEE)

W/ POLY WRAP

280'- 8" D.I.W.M.

PVC TRUSS, TR DETAIL B

45'- 8" @ 0.32%


15'- 8" @ 0.32%


10'- 8" @ 3.00%


14'- 8" @ 3.00%


11'- 8" @ 0.32%

Landscape

Rock

Landscape

Rock

Landscape

Rock

CS

Mailbox

Landscape

Rock

Catch

Basin

Landscape

Rock

Landscape

Rock

Landscape

Rock

CS

Co

mbined

Manhole

(HYD. TEE TO 8"x 8"x 8" TEE)

W/ POLY WRAP

385'- 8" D.I.W.M.

ENCLOSURE PIPE

HDPE DITCH

80'-8" @ 4.70%

1" = 30'

N

0 5 10 30 60

1" = 30'

LOT 19

19-22-302-016

755 KENNEBEC COURT

19-22-302-017

743 KENNEBEC COURT

LOT 16

19-22-302-018

711 KENNEBEC COURT

LOT 24

19-22-302-009

710 KENNEBEC COURT

19-22-302-010

720 KENNEBEC COURT

19-22-302-011

740 KENNEBEC COURT

PART OF LOT 10

19-22-302-013

760 KENNEBEC COURT

PART OF LOT 10

19-22-302-014

757 KENNEBEC COURT

(50' R.O.W.)

KENNEBEC COURT

(50' R.O.W.)

FAL

MO

UT

H D

RIV

E

Street

Sign 7'

Htg.

Steel

R

THRUST BLOCK

11 1/4° BEND W/

THRUST BLOCK

33 3/4° BEND W/

ADJ

ADJ

R

R

LOT 22

PART OF

LOT 21

PART OF

PART OF LOT 17

LOT 23

PART OF

PART OF LOT 18PART OF LOT 18

LOT 17

PART OF

LOT 21

PART OF

(R

EM

OV

E)

Gate

Valve

&

Box

(R

EM

OV

E)

(R

EM

OV

E)

THRUST BLOCK

45° BENDS W/

STA. 0+20.5,16'RT

RIM 844.25

& WELL

SLEEVE, VALVE

8"x 8" TAPPING

LOT 23

PART OF

WATER MAIN

EXIST. 8"

CONNECT TO

R

R

R

(R

EM

OV

E)

(R

EM

OV

E)

(R

EM

OV

E)

R

R

R

BY OTHERS

TO BE RELOCATED

EXIST. 2" GAS

NOTE!!!

(R

EM

OV

E)

WATER MAIN, TYP.

CUT & CAP EXIST.

MAIN IN PLACE, TYP.

ABANDON EXIST. WATER



NOTE:

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

CIRC

LE

HI

LL

LI

NE

CH

AR

RI

NG

TO

N

ST

UY

VE

SS

AN

T

AR

DM

OO

R

IT

W

FA

CU

LT

YR

OW

RIDG

EW

OO

D

-LLIH

DARCY

HALLA

MAXWELL

LOMBARDI

CT.

YORK CT.

SUTTONHEMSWORTH CT.

COURTLEIGH

ABERDOVEY

N

MAP

LES

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

TA

LL

OA

KS

QUARTON

TSERC

ROAD

ROADPINELONE

SE

BAGO

KENNEBEC

B

E N

NINGTON

RU

DG

AT

E

HAVER

LIH L

MA

RT

EL

LM

AR

TE

LL

CT.

ME

RRI

MA

C

LA

HS

ER

RO

AD

Y

AR

BORO

C

CT.

RUDGATE

C

T.

T.

JO

YCE

LO

NE

PI

NE

CT.

VA

UG

HA

N

DR

O

FTEHT

NA

LR

AH

MA

RB

L

E

HE

AD

TE

KC

UT

NA

N

MOUND

INDIAN

FALMO

T

H

U

LOCATION

SHEET

WE

ST

TR

AI

L

NO SCALE

N

AC

AD

EM

Y

ENCLOSURE PIPE

HDPE DITCH

119'-8" @ 5.29%

ENCLOSURE PIPE

HDPE DITCH

230'-12" @ 1.02%

ENCLOSURE PIPE

HDPE DITCH

53'-8" @ 0.32%

CB

07

MB

03

MB

10

MB

07

MB

08

MB #08

F.G. 824.15

RIM 824.35

8" E INV. 821.82

24 INCH - 1 EA

MAINTENANCE BASIN,

607

HYD

606

HYD

803

TSVW

MB #06

F.G. 823.75

RIM 824.00

8" NE INV. 821.31

24 INCH - 1 EA

MAINTENANCE BASIN,

MB

06

MB #10

F.G. 839.75

RIM 840.00

8" W INV. 837.35

24 INCH - 1 EA

MAINTENANCE BASIN,

ENCLOSURE PIPE

HDPE DITCH

135'-8" @ 0.78%

ENCLOSURE PIPE

HDPE DITCH

63'-8" @ 0.32%

W/ 2' SUMP, LOW HEAD - 1 EA


CLIV TR DET B

35'- 12" @ 0.32%

ENCLOSURE PIPE

HDPE DITCH

37'-8" @ 1.05%

120 LFT

CONC. CURB, E2

PROPOSED 6"

102 LFT

CONC. CURB, E2

PROPOSED 6"

- 1 EA


DR STRUCTURE COVER,

- 1 EA


DR STRUCTURE COVER,

- 1 EA


DR STRUCTURE COVER,

MB

02S

B

S

B

S

B

S

B

#B29

#B28

#B27

#B15

ENCLOSURE PIPE

HDPE DITCH

157'-12" @ 0.69%

- 1 EA


DR STRUCTURE COVER,

CLIV TR DET B

8'- 12" @ 2.00%

STA. 7+88, 5' RT

F.G. 825.90

HYDRANT ASSEMBLY 607

CB

11

CB

08

CB

06

CB

10

CLIV TR DET B

8'- 12" @ 2.00%

CB

09

CB

03

CB

01

CB

04

R

BEND)

(HYD. TEE TO

W/ POLY WRAP

300'- 8" D.I.W.M.HYD. TEE)

(CONNECTION TO

W/ POLY WRAP

400'- 8" D.I.W.M.

(BEND TO BEND)

W/ POLY WRAP

56'- 8" D.I.W.M.

12" S INV. 824.36

RIM 829.22

CB #08

W/ 2' SUMP - 1 EA


- 1 EA


DR STRUCTURE COVER,

W/ 2' SUMP - 1 EA


- 1 EA


DR STRUCTURE COVER,

12" S INV. 829.49

RIM 834.10

CB #09

W/ 2' SUMP - 1 EA


W/ 2' SUMP - 1 EA


12" N INV. 824.37

RIM 828.60

CB #11

MB #05

F.G. 839.80

RIM 840.05

8" W INV. 837.42

24 INCH - 1 EA

MAINTENANCE BASIN,

MB

05

MB #03

F.G. 834.40

RIM 834.65

8" E/W INV. 829.95

24 INCH - 1 EA

MAINTENANCE BASIN,W/ 2' SUMP - 1 EA


12" SE INV. 820.92

8" SW INV. 820.92

EX 12" N INV. 820.92

RIM 823.70

CB #01

- 1 EA


DR STRUCTURE COVER,

LOT 20

19-22-302-012

750 KENNEBEC COURT

- 26'

WATER MAIN

REM EXIST.

KENNEBEC COURT

STAGE IV

PLACE.

EXISTING GAS MAINS WILL BE ABANDONED IN

GAS MAINS & SERVICES IN SPRING 2018.

NOTE: CONSUMERS ENERGY WILL BE INSTALLING NEW

(BEND TO HYD)

W/ POLY WRAP

25'- 8" D.I.W.M.

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

CB

05

W/ 2' SUMP, LOW HEAD - 1 EA


- 1 EA


DR STRUCTURE COVER,

12" N INV. 829.33

8" W INV. 827.96

RIM 833.58

CB #07

CAUTION!!!

UTILITY CROSSING

CAUTION!!!

UTILITY CROSSING

CLIV TR DET B

38'- 12" @ 0.32%

CLIV TR DET B

32'- 12" @ 0.32%

EXIST. LOW HEAD - 1 EA

DR STRUCTURE, 48 INCH, OVER

12" E INV. 821.76

12" S INV. 821.35

12" NW INV. 821.25

RIM 824.75

CB #03

- 1 EA


DR STRUCTURE COVER,

W/SUMP, LOW HEAD - 1 EA


CB

02

12" SE INV. 821.12

12" NW INV. 821.02

RIM 824.20

CB #02

- 1 EA


DR STRUCTURE COVER,

- 1 EA

W/2' SUMP, LOW HEAD


WATER MAIN - 15'

REM EXIST.

B/ST= 821.16

T/WM = 819.23

T/SAN = 815.95+/-

B/ST= 821.35

WATER MAIN, TYP.

CUT & CAP EXIST.

CAUTION!!!

UTILITY CROSSING

B/ST= 821.83

T/SAN = 814.49

CAUTION!!!

UTILITY CROSSING

T/SAN = 814.14+/-

B/ST= 820.75

67 LFT

CONC. CURB, E2

PROPOSED 6"

P.O.B TO 0+33

REMOVE EXIST. CURB

50 LFT

CONC. CURB, E2

PROPOSED 6"

AND GRUBBING

PROPOSED CLEARING

MB

01

MB #01

F.G. 825.35

RIM 825.60

12" E/W INV. 822.85

24 INCH - 1 EA

MAINTENANCE BASIN,

MB #02

F.G. 825.75

RIM 826.00

12"W INV. 823.10

8" E INV. 823.10

24 INCH - 1 EA

MAINTENANCE BASIN,

ENCLOSURE PIPE

HDPE DITCH

32'-12" @ 0.78%

STA. 4+11, 19 RT

F.G. 825.90

HYDRANT ASSEMBLY 606

CLIV TR DET B

8'- 12" @ 2.00%CURB, E2 - 88 LFT

PROPOSED 6" CONC. ENCLOSURE PIPE

HDPE DITCH

93'-8" @ 4.85%ENCLOSURE PIPE

HDPE DITCH

122'-8" @ 4.85%

ENCLOSURE PIPE

HDPE DITCH

61'-8" @ 4.85%

MB

04

840.16

840.53

840.88842.61

MATCH EX.

840.50

MATCH EX.

ENCLOSURE PIPE

HDPE DITCH

60'-8" @ 5.29%

MB

09

MB #09

F.G. 838.15

RIM 838.40

8" W INV. 834.18

24 INCH - 1 EA

MAINTENANCE BASIN,

ENCLOSURE PIPE

HDPE DITCH

96'-12" @ 0.32%

12" S INV. 824.15

8" E & W INV. 824.15

RIM 828.40

CB #10

W/ 2' SUMP - 1 EA


- 1 EA


DR STRUCTURE COVER,

MB #07

F.G. 824.66

RIM 824.40

8" E & W INV. 821.66

24 INCH - 1 EA

MAINTENANCE BASIN,

MB #04

F.G. 838.25

RIM 838.50

8" E & W INV. 834.46

24 INCH - 1 EA

MAINTENANCE BASIN,

23

Roadway Grading Data (Kennebec Court)

Station

Grade*

Existing CL

Grade

Proposed CL

Change +/-

Grade

Curb

Left Top of

Proposed

Pavement

Edge of

Proposed Left

Top of Curb

Proposed Right

Pavement

Edge of

Proposed Right

0+16 844.60 844.60 0.00 Match Existing

0+50 844.11 843.84 -0.27 843.59 843.59

1+00 842.86 842.71 -0.15 842.46 842.46

1+10 842.56 842.49 -0.07 842.24 842.24

1+20 842.33 842.26 -0.07 842.01 842.01

1+50 841.76 841.59 -0.17 841.34 841.34

1+65 841.54 841.25 ** -0.29 841.00 841.00

2+00 840.55 840.33 ** -0.22 840.08 840.08

2+50 838.91 838.57 ** -0.34 838.82 838.32 838.82 838.32

3+00 836.51 836.27 ** -0.24 836.52 836.02 836.52 836.02

3+20 835.40 835.21 ** -0.19 835.46 834.96 835.46 834.96

3+50 833.59 833.45 ** -0.14 - 833.20 - 833.20

4+00 830.62 830.32 ** -0.30 830.57 830.07 830.57 830.07

4+50 828.47 828.22 ** -0.25 827.97 827.97

4+80 827.82 827.57 ** -0.25 827.32 827.32

5+00 827.37 827.29 -0.08 827.04 827.04

5+50 826.78 826.59 -0.19 826.34 826.34

6+00 826.20 825.97 -0.23 825.72 825.72

6+50 825.64 825.67 0.03 825.42 825.42

7+00 825.44 825.37 -0.07 825.12 825.12




11

12" NW & W INV. 821.46

12" E INV. 821.56

RIM 824.80

CB #04

12" W INV. 821.86

12" E INV. 821.86

RIM 825.15

CB #05

12" N & W INV. 824.20

8" E INV. 824.20

RIM 828.45

CB #06

WATER MAIN - 15'

REM EXIST.

1

1

1

1

11

555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300


FAX (1st. Floor): (248) 454-6312


DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

2018

Water

Main

Repla

ce

ment\

Kennebec_

WM.d

gn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18



J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

4+507+00

6+50 6+00 5+50 5+00 4+00 3+503+00

2+50

2+00

1+50

1+00

0+50

0+00

14+00

14+50

15+00

15+50

16+00

7+50

8+00

8+50

ADJ

R

T/S

Asph.

Drive

Asph.

Drive

Landscape

Rocks

Sanitary

Manhole

Asph.

Drive

Asph.

Drive

Asph.

Drive

Asph.

Drive

Asph.

Drive

Asph.

Drive

w/

CM

P

Asph.

Drive

w/

CM

P

SA

Sanitary

Manhole

SA

FD. 1/2''-

Pipe

Utility

Pole-

E

Landscape

Rock

Yard

Light-

Elec.

Yard

Light-

Elec.

Yard

Light-

Elec.

Yard

Light-

Elec.

E

E

Mailbox

Mailbox

Mailbox

Mailbox

Mailbox

Asph.

Drive

Yard

Light-

Elec.

E

E

SA

Fire

Hyd.

25'

Htg.

SP

RU

CE, 20'

Sprd.

E

Landscape

Rock

Asph.

Drive

Landscape

Rock

Landscape

Rock

Stor

m

Manhole

Landscape

Rock

25'

Htg.

SP

RU

CE, 12'

Sprd.

Fire

Hyd.

Landscape

Rock

Planting

Area

Ro

w, 3'

Sprd.

2'

Htg.

Ye

w,

Hedge

Catch

Basin

12" c

mp

12" c

mp

Ro

w, 3'

Sprd.

2'

Htg.

Ye

w,

Hedge

Ro

w, 3'

Sprd.

2'

Htg.

Ye

w,

Hedge

FD. 1/2''-

Rod

E

Planting

Area

Planting

Area

Asph.

Drive

Asph.

Drive

Planting

Area

Fire

Hyd.

Sanitary

Manhole

Sanitary

Manhole

SA

FD. 1/2''-

Rod

Planting

Area

Yard

Light-

Elec.

E

FD. 1/2''-

Pipe

Asph.

Drive

w/

CM

P

'

Htg. , '

Sprd.

'

Htg. , '

Sprd.

Yard

Light-

Elec.

E

Landscape

Rock

Asph.

Drive

w/

CM

P

Mailbox

Mailbox

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rocks

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Landscape

Rock

Street

Sign 7'

Htg.

Steel

Landscape

Rock

Landscape

Rock

Landscape

Rock




2 Culv, Rem, Less than 24 inch ea 6


4 Sewer, HDPE Perforated, Ditch Enclosure Pipe, 8 inch lft 823


6 Underdrain, 6-inch, Special ea 605


8 Maintenance Basin, 24 inch Dia ea 10


10 Dr Structure 48 inch Dia, Low Head w/2' Sump ea 4

11 Dr Structure, 48 inch Dia w/ 2' Sump ea 6





1 Clearing ac 0.01


3 Pavt, Rem syd 456

4 Curb, Rem lft 40









2 Hydrant, Rem ea 2



5 Tapping Sleeve Valve and Well, 8 inch ea 1







Planting

Area

Street

Sign 7'

Htg.

Steel

Yard

Light-

Elec.

E

SA

Driveway Construction Quantities (HMA) - (Kennebec Court)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, RemEarth

Excavation,

Modified

Base, 21AA,

Aggregate

Driveway

Sawcut,

Station Lft Syd Cyd (1) Ton Lft

1+80 RT 24.5 -3.73% -2.57% 47 7.0 14 19.00

2+14 LT 24 2.89% 5.44% 46 7.5 15 20.50

2+35 RT 13.9 -2.46% -1.77% 36 6.7 13 18.00

3+28 RT 23.7 -1.65% -0.63% 33 5.6 11 18.40

3+53 LT 23.8 -3.12% -2.10% 38 6.5 13 17.60

4+33 LT 24 -3.03% -1.01% 37 6.7 13 15.60

5+75 RT 22.1 0.82% 2.11% 24 4.4 9 16.40

6+03 RT 13.1 1.44% 2.77% 22 4.3 8 12.70

6+55 LT 22.1 2.02% 1.91% 24 3.7 7 12.50

7+68 LT 14 4.88% 3.96% 23 4.7 9 14.50

8+30 LT 11 -1.73% 0.55% 24 4.5 9 16.50

8+65 LT 14 -0.57% 1.71% 13 5.0 10 15.50

8+65 RT 14 -1.93% 2.36% 26 6.2 12 17.50

8+19 RT 13.7 2.85% 4.38% 34 5.3 10 12.30

8+04 RT 17 4.12% 5.47% 30 6.0 12 14.50


NOTES:



STATION/OUT TYPE

STRUCTURE

ELEV

EXIST RIM

ELEV (1)

PROP RIM

TYPE

WORK

COVER

FRAME &

FURBISH

TYPE (2)

STR COVER

3+95, LT 4' SAN 830.86 829.90 ADJ N NONE

6+95, LT 11.5' SAN 825.20 825.05 ADJ N NONE

8+06, RT, 39' SAN 824.22 824.00 ADJ N NONE

Notes:



Mailbox

Mailbox

12"

End

Section

Asph.

Drive

w/

Conc.

Curb

15" ST8"S

T

12"S

T15"S

T

15" ST

sections

12" c

mp

w/end

sections

12" c

mp

w/end

0 5 10 30 60

1" = 30'

N

1" = 30'

LOT 83

19-22-351-023

20 MERRIMAC COURT

LOT 82

19-22-351-016

50 MERRIMAC COURT

LOT 81

19-22-351-013

65 MERRIMAC COURT

LOT 80

19-22-351-012

45 MERRIMAC COURT

LOT 79

19-22-351-011

19 MERRIMAC COURT

Catch

Basin

35'

Htg. Juniper, 10'

Sprd.

R

(R

EM

OV

E)

8" WATER MAIN

CONNECT TO EXIST.

R

STA. 0+66, 9'LT

RIM 844.45

& WELL

SLEEVE, VALVE

8"x 8"x 8" TAPPING

WATER MAIN, TYP.

CUT & CAP EXIST.

MAIN IN PLACE, TYP.

ABANDON EXIST. WATER

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

(R

EL

OC

AT

E)

R

R

R

R

R

R

CIRC

LE

HI

LL

LI

NE

AR

DM

OO

R

FA

CU

LT

YR

OW

RIDG

EW

OO

D

-LLIH

DARCY

HALLA

MAXWELL

LOMBARDI

CT.

YORK CT.

SUTTONHEMSWORTH CT.

COURTLEIGH

ABERDOVEY

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

TA

LL

OA

KS

QUARTON

TSERC

ROAD

ROADPINELONE

SE

BAGO

KENNEBEC

B

E N

NINGTON

RU

DG

AT

E

HAVER

LIH L

MA

RT

EL

LM

AR

TE

LL

LA

HS

ER

RO

AD

Y

AR

BORO

C

CT.

RUDGATE

C

T.

T.

JO

YCE

LO

NE

PI

NE

CT.

VA

UG

HA

N

DR

O

FTEHT

NA

LR

AH

MA

RB

L

E

HE

AD

TE

KC

UT

NA

N

MOUND

INDIAN

FALMO

T

H

U

LOCATION

SHEET

WE

ST

TR

AI

L

NO SCALE

N

AC

AD

EM

Y

ME

RRI

MA

C

CT.

(R

EM

OV

E)

ENCLOSURE PIPE

HDPE DITCH

89'-8" @ 2.00%

ENCLOSURE PIPE

HDPE DITCH

43'-8" @ 0.32%

MB #03

F.G. 856.00

RIM 856.25

8" E INV. 853.48

24 INCH - 1 EA

MAINTENANCE BASIN,

MB

01MB

02

MB

03

MB #01

F.G. 853.75

RIM 854.00

8" N INV. 850.64



NOTE:

RIM 848.90

MH

02

RIM 846.70

MH #02

12" N INV. 841.32

12" SW INV. 841.32

CB

02

RIM 855.70

R

CB

03

8" W INV. 853.35

12" SW INV. 853.35

EX 8" NE INV = 854.24

EX 12" E INV = 853.98

EX 15" NE INV = 853.35

EX 15" SW INV = 853.42

EX 15" W INV = 854.06

EX RIM = 855.70

- REMOVE

- REMOVERIM 856.37

12" NE INV. 853.47

1

TSVW

614

HYD

EX 12" E&W INV = 838.16

EX 12" N INV = 838.16

RIM = 842.82

EX CB

CB

EX

BY OTHERS

TO BE RELOCATED

EXIST. 2" GAS

NOTE!!!

148 LFT

CONC. CURB, E2

PROPOSED 6"

(CONN. TO 2nd BEND)

W/ POLY WRAP

12'- 8" D.I.W.M.

EQUAL - 1 EA

EJ 5000 TYPE M2, OR

DR STRUCTURE COVER,

- 1 EA

W/ 2' SUMP, LOW HEAD


ADJ

170 LFT

CONC. CURB, E2

PROPOSED 6"

W/ 2' SUMP - 1 EA


CB #01

CB

01

SEWER TAP, 12"

12" NE INV. 838.16

(BEND TO HYDRANT)

W/ POLY WRAP

375'- 8" D.I.W.M.

MATCH EX.

855.90

ADJ

ADJ

CB #03CB #02

F.G. 855.50

RIM 855.75

MB #02

F.G. 854.75

RIM 855.00

8" S INV. 852.42

24 INCH - 1 EA

MAINTENANCE BASIN,

ENCLOSURE PIPE

HDPE DITCH

147'-8" @ 3.26%

12" S INV. 841.83

8" N INV. 845.87

8" S INV. 850.64

15" NE INV = UNKNOWN

RIM = 855.87

EX CB

PRIOR TO CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.

RESTORE SAID FEATURES TO THEIR ORIGINAL STATE AND CONDITION

ANY DAMAGE DOES OCCUR TO SAID FEATURES, THE CONTRACTOR SHALL

AREAS, ETC. DURING CONSTRUCTION AND SITE RESTORATION. IF

LEDGE ROCK WALLS, STONE PILLARS, YARD LIGHTING AND PLANTING

WORK AREA INCLUDING BUT NOT LIMITED TO STONE/BRICK WALLS,

NECESSARY TO PROTECT ANY EXISTING FEATURES WITHIN THE

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS AND MEASURES

NOTE:

- 14'

WATER MAIN

REM EXIST.

MERRIMAC COURT

STAGE IV

PLACE.

EXISTING GAS MAINS WILL BE ABANDONED IN

GAS MAINS & SERVICES IN SPRING 2018.

NOTE: CONSUMERS ENERGY WILL BE INSTALLING NEW

EQUAL - 1 EA

EJ 1049 TYPE 02, OR

DR STRUCTURE COVER,

24 INCH - 1 EA

MAINTENANCE BASIN,

EQUAL - 1 EA

EJ 1040 A, OR

DR STRUCTURE COVER,

S

B #B33

S

B

S

B

#B35

#B34

(R

EM

OV

E)

120 LFT

CONC. CURB, E2

PROPOSED 6"

(TYP.- 2)

THRUST BLOCK

45° BEND W/

(R

EM

OV

E)

STA. 4+45, 1'RT

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

CL IV, TR DET B

28'-12" @ 1.80%

CL IV, TR DET B

51'-12" @ 1.00%

CL4, TR DET B

33'-12" @ 0.30%

CL4, TR DET B

@ 0.32%

38'-12"

(P

RO

TE

CT)

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

F.G. 857.00

HYDRANT ASSEMBLY

12" E INV. 853.47 12" W INV. 853.57

INL #01INL

01

STA. 0+56 TO 0+90

CONC. CURB AND GUTTER

REMOVE EXISTING

CAUTION!!!

UTILITY CROSSING

CAUTION!!!

UTILITY CROSSING

B/ST= 838.56

RIM 844.80

MH #01

12" N INV. 840.86

12" SW INV. 839.87

EQUAL - 1 EA

EJ 1040 A, OR

DR STRUCTURE COVER,

- 1 EA

DR STRUCTURE, 48 INCH

MH

01

CL IV, TR DET B

18'-12" @ 9.50%

T/WM = 838.30+/-

855.78

HP 855.85

CAUTION!!!

UTILITY CROSSING

B/ST= 851.06

T/SAN = 847.82+/-

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

(P

RO

TE

CT)

(R

EM

OV

E)

(P

RO

TE

CT)

26

1

1

EPOXY LANE TIE BARS

TO EXISTING CURB WITH

TIE-IN PROPOSED CURB

NOTE:

RIM 847.50

W/ 2' SUMP - 1 EA


EQUAL - 1 EA

EJ 5000 TYPE M2, OR

DR STRUCTURE COVER,

CB #01A

12" SE INV. 843.10

CB

01A 1

1

1

CB

EX1

EX. 12" E INV. 840.86

EX. 12" W INV. 840.61

EX. 12" N INV. 842.41

EX CB

SEWER TAP, 12"

12" NW INV. 841.30

RIM 845.11

1

PRIOR TO PULVERIZING

FULL DEPTH SAWCUT

NOTE:1

20 LFT

CONC. CURB, E2

PROPOSED 6"

1

1

58'- E SIDE)

(60'- W SIDE

118 LFT

CONC. CURB, F4

PROPOSED 24"1

CLIV, TR DET B

60'- 12" @ 3.00%

T/WM = 840.50+/-

B/ST = 841.08

UTILITY CROSSING

CAUTION!!!

1


R

- BULKHEAD

1MB

04

MB #04

F.G. 855.45

RIM 855.70

8" NE INV. 853.57

24 INCH - 1 EA

MAINTENANCE BASIN,

1

1

1

ENCLOSURE PIPE

HDPE DITCH

29'-8" @ 0.32%

1

1

1

1

EQUAL - 1 EA

EJ 1049 TYPE 02, OR

DR STRUCTURE COVER,

- 1 EA


- 1 EA

OVER EXISTING, LOW HEAD


EQUAL - 1 EA

EJ 1049 TYPE 02, OR

DR STRUCTURE COVER,

- 1 EA

DR STRUCTURE, 48 INCH

B/SAN= 846.97 +/-

T/WM = 845.47+/-

1

1

ST

ST

0+50

0+00

1+001+50 2+00 2+50 3+00

3+504+00

4+50

5+00

5+50

555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300


FAX (1st. Floor): (248) 454-6312


DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

2018

Water

Main

Repla

ce

ment\

Merrim

ac_

WM.d

gn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18



J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

STA. 0+56 TO 0+90

CONC. CURB AND GUTTER

REMOVE EXISTING

Roadway Grading Data (Merrimac Court)

Station Existing CL Grade*

Grade

Proposed CL

Change +/-

Grade

Curb

Top Left of

Proposed

Pavement

Edge of

Proposed Left

Pavement

Edge of

Proposed Right

Curb

Top Right of

Proposed

0+56 844.16 844.16 0.00 843.56 843.06 843.06 843.56

0+75 844.96 845.21 0.24 845.33 844.83 844.83 845.33

1+00 846.25 846.58 0.33 846.79 846.29 846.29 846.79

1+25 847.75 847.96 0.20 848.18 847.68 847.68 848.18

1+50 849.09 849.33 ** 0.24 849.56 849.06 849.06 849.56

1+75 850.31 850.71 ** 0.31 850.84 850.34 850.34 850.84

2+00 851.45 852.08 ** 0.29 851.96 851.46 851.46 851.96

2+25 852.51 853.46 ** 0.18 852.91 852.41 852.41 852.91

2+50 853.38 853.81 ** 0.08 - 853.19 853.19 -

2+75 854.09 854.16 ** -0.02 - 853.79 853.79 -

3+00 854.68 854.51 ** -0.18 - 854.23 854.23 -

3+25 855.03 854.86 -0.17 - 854.58 854.58 -

3+50 855.40 855.21 -0.19 - 854.93 854.93 -

3+73 855.76 855.76 0.00 - 855.46 855.41 -

3+75 855.78 855.81 0.03 - 855.48 855.48 -

4+00 856.19 856.41 0.22 - 855.97 855.97 -

4+50 SEE DETAILED GRADE SHEET 0.00 0.00 SEE DETAILED GRADE SHEET

5+00 SEE DETAILED GRADE SHEET 0.00 0.00 SEE DETAILED GRADE SHEET



SA




2 Pavt, Rem syd 238


4 Curb, Rem lft 153






10 Curb and Gutter, Conc, Det F4 lft 118




2 Culv, Rem, Less than 24 inch ea 4

3 Culv, End, Rem, Less than 24 inch ea 6






9 Maintenance Basin, 24 inch Dia ea 4




13 Dr Structure 48 inch Dia, Low Head w/2' Sump ea 1

14 Dr Structure, 48 inch Dia w/ 2' Sump ea 2








1 Hydrant, Rem ea 1



4 Tapping Sleeve Valve and Well, 8 inch ea 1








STATION/OUT TYPE

STRUCTURE

ELEV

EXIST RIM

ELEV (1)

PROP RIM

TYPE

WORK

COVER

FRAME &

FURNISH

TYPE (2)

STR COVER

0+57, LT 34' STORM 842.82 842.82 ADJ NONE -

0+63, RT 27' STORM 845.11 845.11 ADJ NONE -

3+17, RT 12' SAN 854.44 854.46 ADJ NONE -

Notes:



(3) Existing structure is buried approximately six inches

Light

Pole-

E

Catch

Basin

Street

Sign 7'

Htg.

Steel

E

Street

Sign 7'

Htg.

Steel

12"

End

Section

Fire

Hyd.

Street

Sign 7'

Htg.

Steel

Conc.

Drive

12"

End

Section

Water

Valve

Box

Mailbox

Asph.

Drive

w/

Conc.

Curb

12"

MAaple

Mailbox

Conc.

Drive

QU

AR

TO

N R

OA

D

(50' R.O.W.)

MERRIMAC COURT

FD. 1/2''-

Rod

14"

Maple

Mailbox

Mailbox

Retaining

Wall-

Brick

Brick

Drive

Landscape

Rock

FD. 1/2''-

Rod

Landscape

Rock

FD. 1''-

Pipe

Yard

Light-

Elec.

E

Landscape

Rock

Asph.

Drive

E

Asph.

Drive

Landscape

Rock

E

Landscape

Rock

Landscape

Rock

Landscape

Rock

Asph.

Drive

Yard

Light-

Elec.

E

Landscape

Rock

Landscape

Rock

Landscape

Rock

Catch

Basin

Yard

Light-

Elec.

Brick

Drive

Catch

Basin

E

Yard

Light-

Elec.

E

MAIN, TYP.

EXIST. WATER

CUT & CAP

Mailbox

Landscape

Rock

Landscape

Rock

Landscape

Rock

Asph.

Drive

Unk

wn.

Shrub

Unk

wn.

Shrubs

Landscape

Rock

Brick

Surface

Fire

Hyd.

Unk

wn.

Shrub

FD. 3/4''-

Rod

Landscape

Rock

Landscape

Rock

Landscape

Rock

Driveway Construction Quantities (HMA) - (Merrimac Court)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, Rem

Salvage

Remove and

Brick Paver,

Curb and Gutter, RemEarth

Excavation,

21AA, Modified


Station Lft Syd Syd Lft Cyd (1) Ton Lft

1+29 LT 23 5.66% 6.09% 32.2 30 5.4 10.6 20

2+80 LT 18 0.82% 0.83% 37.0 34 6.2 12.2 19

3+58 LT 24 0.65% 0.64% 44.7 7.4 14.7 22

3+73 RT 18 4.84% 6.73% 10.6 1.8 3.5 21

4+56 LT 30 0.64% 0.64% 26.2 4.4 8.7 25

4+75 LT 33 -2.02% 0.64% 21.8 3.6 7.2 15

5+01 LT 6 0.54% 3.36% 9.2 - 1.5 3.0 17

5+14 RT 43 1.79% 0.64% 25.9 4.3 8.5 15

Driveway Construction Quantities (Concrete) - (Merrimac Court)

Approach

Drive/

Limits*

Grading

Grade

Existing

Grade

Proposed Pavt, RemPaver

Salvage BrickCurb and Gutter, Rem

Earth

Excavation,

21AA, Modified


Station Lft Syd Syd Lft Cyd (1) Ton LFt

1+06 RT 24.5 12.43% 10.79% 34.0 5.7 7.3 16

2+79 RT 24.5 20.55% 18.92% 15.0 2.5 5.0 16


NOTES:


3'

Htg.

Burning

Bush, 3'

Sprd.

3'

Htg.

Burning

Bush, 3'

Sprd.

Hedge

Ro

w

Yard

Light-

Elec.

Yard

Light-

Elec.

Landscape

Rock

Landscape

Rocks

Landscape

Rock

Landscape

Rock

Landscape

Rock

14"

Maple

VERT. 1"= 5'HORIZ. 1"= 30'

CIRC

LE

HI

LL

LI

NE

CH

AR

RI

NG

TO

N

ST

UY

VE

SS

AN

T

AR

DM

OO

R

IT

W

FA

CU

LT

YR

OW

RIDG

EW

OO

D

-LLIH

DARCY

HALLA

MAXWELL

LOMBARDI

CT.

YORK CT.

SUTTON

HEMSWORTH CT.

COURTLEIGH

ABERDOVEY

N

MAP

LES

SA

ND

RI

NG

HA

MW

A

Y GLE

NG

AR

RY

TA

LL

OA

KS

AC

AD

EM

Y

QUARTON

TSERC

ROAD

ROADPINELONE

SE

BAGO

KENNEBEC

B

E N

NINGTON

RU

DG

AT

E

HAVER

LIH L

MA

RT

EL

LM

AR

TE

LL

CT.

ME

RRI

MA

C

LA

HS

ER

RO

AD

Y

AR

BORO

C

CT.

RUDGATE

C

T.

T.

JO

YCE

LO

NE

PI

NE

CT.

VA

UG

HA

N

DR

O

FTEHT

NA

LR

AH

MA

RB

L

E

HE

AD

TE

KC

UT

NA

N

MOUND

INDIAN

FALMO

T

H

U

LOCATION

SHEET

WE

ST

TR

AI

L

NO SCALE

N

MATERIAL

FLAMMABLE

HAZARDOUS OR

CAUTION!!!

N

0 5 10 30 60

1" = 30'

LOT 27

19-22-401-056

590 HAVERHILL ROAD

(50' R.O.W.)

HAVERHILL ROAD

LOT 28

19-22-451-004

580 YARBORO ROAD

LOT 26

19-22-401-035

580 HAVERHILL ROAD

PLAN & PROFILE

COMBINED SEWER

HAVERHILL

STAGE II

1

CS

1

CS

183'- 10" COMB.

MANHOLE

REMOVE & REPLACE

RR

AND ROAD PLAN

FOR WATER MAIN

SEE SHEET NO. 14

NOTE:

29

MANHOLE

REMOVE & REPLACE

2

CS

R8"

2

CS

LOT 25

19-22-401-036

570 HAVERHILL ROAD

19-22-451-001

565 HAVERHILL ROAD

01-29-18

COMBINED SEWER REPLACEMENT (HAVERHILL NORTH OF YARBORO)

12"

ADDENDUM NO. 1

1

SANITARY QUANTITIES THIS SHEET


1 Sanitary Structure, Rem ea 2


3 Sanitary Sewer, PVC Truss, 10 inch, Tr Det B lft 183

4 Sanitary Sewer Lead, Reconnect ea 2

5 Sanitary Structure, 48 inch Dia ea 2


555 HULET DRIVE


P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300


FAX (1st. Floor): (248) 454-6312


DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.SHEETDATE

OF


HR

CSta

mp.t

bl

jrec

V:\

201704\

20170428\

C\

Sheets\

2018

Water

Main

Repla

ce

ment\c030_

San_

Haverhill.dgn

,D

DD

DTTTT

(248) 454-6359FAX (2nd. Floor):

20170428

JAN. 2018

MICHIGAN








NOTICE:

OAKLAND COUNTY


PROGRAM

REPLACEMENT

WATER MAIN

2018-2019

M.A.C./J.A.C.

J.A.R./M.J.B.

01-05-18



J.F.B.

M.A.C./J.A.C.


R

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM59

2+503+00

3+50 4+00 4+50 5+00 5+50 6+00

EX.

RI

M= 834.79

RI

M= 835.00

EX.

RI

M= 843.59

RI

M= 843.53

CS

CS

CS

E

CS

E

10" COMB.

@ 5.57

%

PVC TRUSS PIPE - TRENCH DETAIL B (COMPACTED SAND BACKFILL)

183'

EX. 10"

COMB.

EX. 12"

NW I

NV.

= 828.59-

CO

NN

EC

T

820

825

830

835

840

845

815

EX.10"

SW I

NV.

= 827.69-

CO

NN

EC

T

10"

NE I

NV.

= 827.79

EX. 8"

NE I

NV.

= 828.79-

CO

NN

EC

T

10"

SW I

NV.

= 837.99

EX. 10"

NW I

NV.

= 838.19-

CO

NN

EC

T

EX. 10"

COMB.

1. CONTRACTOR TO PROTECT ALL TREES AND OTHER LANDSCAPING.

CALLED FOR ON PLANS.

EXTENDED TO WITHIN 6" OF GROUND. RISERS TO BE INSTALLED AS

APPROXIMATE. END OF LEAD TO BE MARKED WITH A 2"x 2" WOOD STAKE

DETERMINED BY ENGINEER. HOUSE LEAD LOCATIONS AS SHOWN ARE

2. HOUSE LEAD TO BE LAID AT 1.0 PERCENT GRADE UNLESS OTHERWISE

NOTES:

4. SEE SANITARY DETAIL SHEET.

A MINIMUM OF 18".

3. VERTICAL CLEARANCE AT ALL EXISTING UTILITY CROSSINGS SHALL BE

L AT C PROPOSED SEWER

EXISTING GROUND