Bid Document

12453 Highway 92, Woodstock, GA 30188 770‐592‐6000 ∙ www.woodstockga.gov

REQUEST FOR BIDS

For

ROPE MILL ROAD SANITARY SEWER

RFB NUMBER

2023 – 04

RELEASED:

July 28, 2022

DUE:

August 30, 2022 10:30 A.M. EST

For all questions about this RFB contact:

Martyn Detz Purchasing Coordinator 770‐592‐6000 Ext 1205 https://vrapp.vendorregistry.com/Vendor/Register/Index/woodstock‐city‐ga‐vendor‐registration

TABLE OF CONTENTS

1.0 PURPOSE OF SOLICITATION

1.1 PURPOSE OF BID

1.2 RFB SUBMISSION

1.3 SCHEDULE OVERVIEW

1.4 RFB COSTS

1.5 RFB QUESTIONS/COMMUNICATIONS

1.6 RFB AMENDMENTS

1.7 NON‐COLLUSION AFFIDAVIT

1.8 COMPLIANCE WITH LAWS

1.9 BID & AWARD BASIS

1.10 REQUIRED BONDS AND INSURANCE

1.11 TIME OF COMPLETION AND LIQUIDATED DAMAGES

1.12 TAXES, FEES, CODE COMPLIANCE AND LICENSING

1.13 REFERENCES AND PROPRIETARY INFORMATION

1.14 ILLEGAL IMMIGRATION REFORM AND ENFORCEMENT ACT OF 2011

1.15 ANTI‐BOYCOTT OF ISRAEL

2.0 SCOPE OF WORK

2.1 TYPE OF GOOD/SERVICE AND OBJECTIVES:

2.2 DELIVERY TIME

2.3 AWARD AND PRICING INFORMATION

2.4 PAYMENT TO CONTRACTOR AND RETAINAGE

3.0 BID FORMAT

4.0 OTHER ITEMS

4.1 TERMS AND CONDITIONS

4.2 REJECTION OF BIDS/CANCELLATION OF RFB

4.3 BID WITHDRAWAL

4.4 MISCELLANEOUS

EXHIBIT A CONTRACTOR INFORMATION FORM

EXHIBIT B E‐VERIFY AFFIDAVIT WITH INSTRUCTIONS

EXHIBIT C BID PROPOSAL FORM AND ITEMIZED PRICING SHEET

EXHIBIT D SITE PICTURES

EXHIBIT E SITE PLANS

EXHIBIT F VENDOR CONFLICT OF INTEREST

RFB Number 2023 – 04 Page 3

1.0 PURPOSE OF SOLICITATION

1.1 Purpose of Bid

The City of Woodstock, Georgia, herein referred to as the City, is accepting bids from qualified contractors for the purpose of installing a new Sanitary Sewer on Rope Mill Rd, hereinafter referred to as the “PROJECT”. The work includes, but is not limited to installing curb & gutter, concrete sidewalk, sanitary sewer manholes, and PVC pipe.

1.2 RFB Submission

Interested parties must submit proposals electronically through Vendor Registry to the City of Woodstock, Georgia by the due date for their proposals to be considered. Vendor Registry can be found directly at https://vrapp.vendorregistry.com/Vendor/Register/Index/woodstock‐city‐ ga‐vendor‐registration or by visiting the City of Woodstock’s website.

Fax and e‐mail responses are not acceptable.

Responses to this RFB will be accepted until 10:30 a.m. (EST) on August 30, 2022 through

Vendor Registry.

The City of Woodstock, Georgia reserves the right to reject any and all responses resulting from this RFB. Late responses will not be accepted. If company response is sent or routed to City offices, the submission requirement has not been met and any such response will not be evaluated and will be disqualified from consideration.

1.3 Schedule Overview

This Request for Bids is scheduled as follows:

July 28, 2022 Release of RFB

August 30, 2022, 10:30 A.M. Bids Due Date

August 30, 2022, 10:31 A.M. Public Opening

September 2022 RFB and Contract Award

1.4 RFB Costs

All costs incurred in the preparation and presentation of responses to the RFB shall be completely absorbed by the RFB respondent. All documents submitted as part of the RFB will become property of the City. Requests for specific material to be returned will be considered. Any material submitted that is confidential must be clearly marked as such.

RFB Number 2023 – 04 Page 4

1.5 RFB Questions/Communications

All questions about this RFB and submission requirements must be submitted in writing through Vendor Registry. The City’s representative listed in this section will serve as the primary contact for this RFB.

Martyn Detz

Purchasing Coordinator

12453 Highway 92

Woodstock, Georgia 30188

770‐592‐6000 ext. 1205 https://vrapp.vendorregistry.com/Vendor/Register/Index/woodstock‐city‐ga‐vendor‐ registration

Any unauthorized contact shall not be responded to and may result in the disqualification of the responder’s submittal. Answers to questions submitted via Vendor Registry will be communicated to respondents via Vendor Registry.

Communications by companies, its agents, employees, and/or representatives regarding its bids or intention to submit a bid in response to this RFB with any employee, agent, or representative of the City of Woodstock, other than the representative listed in Section 1.5, may be considered inappropriate communications.

If any such inappropriate communications are deemed to hinder, influence and/or alter the competitive bid process, the City, in an effort to ensure a fair and equitable review and selection process, reserves the right to decline consideration of the offender’s sealed bid.

1.6 RFB Amendments

It is the responsibility of respondents to check Vendor Registry or the Georgia Procurement

Registry for RFB information and addendums.

1.7 Non‐Collusion Affidavit

By submitting a bid, the respondent represents and warrants that no official or employee of the City has an interest, directly or indirectly, in the bid or in the final contract award. The respondent further understands bids will be rejected if there is any evidence of collusion with another respondent.

Respondent certifies that this qualification, offer, or bid is made without prior understanding, agreement, or connection with any corporation, firm, or person submitting a qualification, offer, or bid for the same materials, supplies, services, or equipment and is in all respects fair and without collusion or fraud. Respondent understands collusive bidding is a violation of state and

RFB Number 2023 – 04 Page 5 federal law and can result in fines, prison sentences, and civil damage awards. Respondent agrees to abide by all conditions of this qualification, offer, or bid.

Furthermore, the respondent certifies that the firm has not divulged to, discussed or compared his bid with other respondents and has not colluded with any other respondent or parties to this bid whatsoever. Also, respondent certifies, and in the case of a joint bid each party thereto certifies as to his/her own organization, that in connection with this bid:

Any prices and/or cost data submitted have been arrived at independently, without consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices and or cost data, with any other respondent or with any competitor;

Any prices and/or cost data quoted for this bid have not been knowingly disclosed by the respondent and shall not knowingly be disclosed by the respondent prior to the scheduled opening directly or indirectly to any other respondent or to any competitor;

No attempt has been made or shall be made by the qualifier to induce any other person or firm to submit a bid for the purpose of restricting competition;

The only person or persons interested in this bid, principal/principals is/are named therein and that no person other than therein mentioned has any interest in his bid or in the contract to be entered into; and

No person or agency has employed or retained to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage, or established commercial agencies maintained by the Purchaser for the purpose of doing business

1.8 Compliance with Laws

Respondents agree to be bound by applicable Federal, State and Local laws, regulations and directives.

1.9 Bid & Award Basis

The City reserves the right to accept or reject any and all bids or any or parts of a bid wherein its judgment, it will be in the best interest of the City; waive any technicalities/informalities in the RFB document and bid process; and to qualify and award any or all of this contract in any manner in which the City, acting in the sole and exclusive exercise of its discretion, deems to be in the City’s best interest. If no acceptable bid is received, the City also reserves the right to re‐ solicit bids, at its sole discretion.

1.10 Required Bonds and Insurance

No bid may be withdrawn for a period of sixty (60) days after time has been called on the date of opening.

RFB Number 2023 – 04 Page 6

All bids must be accompanied by a certified check or bid bond of a reputable bonding company authorized to do business in the State of Georgia, in an amount equal to at least five percent

(5%) of the total amount of the bid.

Upon the award of this RFB, the contractor shall provide the City with:

A 100% project value performance and payment bonds pursuant to O.C.G.A. § 36‐91‐70 and 90.

Worker’s Compensation – Statutory (for the State of Georgia and the State of domicile of the Contractor).

Manufacturers’ and Contractor’s Liability, covering operations performed by or for the

Contractor, with limits of not less than Bodily Injury – $500,000/$1,000,000. Property

Damage ‐ $500,000.

Contractor Liability, covering liability of others assumed by the Contractor elsewhere in the contract under “Hold Harmless” Agreements or similar assumptions of liability.

Evidence of required bonds and insurance shall be presented prior to the execution of the

Contract. The Bonding Company must be licensed to do business in the State of Georgia, licensed to do business by the Georgia Secretary of State, authorized to do business in Georgia by the Georgia Insurance Department, listed in the Department of the Treasury’s Publication of

Companies Holding Certificates of Authority as Acceptable Surety of Federal Bonds and as

Acceptable Reinsuring Companies and have an A.M. Best rating of A‐, Class VI or Higher.

Insurance policies to be carried under the agreement shall not be changed or canceled without prior written notification to the City of Woodstock, Georgia.

1.11 Time of Completion and Liquidated Damages

Bidder hereby agrees to commence work under this contract on or before a date to be specified in a written "Notice to Proceed" of the City and to fully complete the project within forty‐five (45) consecutive calendar days; bidder further agrees to pay as liquidated damages the sum of $250 per each consecutive calendar day that the Contractor shall be in default after the date stipulated in the Contract for completing work.

1.12 Taxes, Fees, Code Compliance and Licensing

The firm shall be responsible for the payment of any required taxes or fees associated with the execution of this contract. The firm shall also be responsible for compliance with all applicable codes and statutes.

RFB Number 2023 – 04 Page 7

1.13 References and Proprietary Information

Submission of a bid authorizes the City to make inquiries concerning the respondent and its officers to any persons or firms deemed appropriate by the City. Any proprietary information that the respondent does not want disclosed to the public shall be so identified on each page in which it is found. Data or information so identified will be used by the City solely for the purpose of evaluation and contract negotiations only.

1.14 Illegal Immigration Reform and Enforcement Act of 2011

By providing a qualification or bid, qualifier/bidder certifies that he/she is in compliance with

O.C.G.A. § 13‐10‐90 and 91, et seq. No qualification or bid will be considered by the City unless it is accompanied with a signed, notarized affidavit (EXHIBIT B) from the qualifier/bidder attesting to the following:

a) The affiant has registered with and is authorized to use and uses the federal work authorization program

b) The user identification number and date of authorization for the affiant; and

c) The affiant will continue to use the federal work authorization program throughout the contract period; and

The affiant will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the same information required in subparagraphs (a), (b) and (c) of this paragraph.

1.15 Anti‐Boycott of Israel

By signing and submitting this bid and pursuant to O.C.G.A. § 50‐5‐85, respondent/bidder certifies that it is not currently engaged in, and agrees that for the duration of this agreement, it will not engage in a boycott of Israel.

2.0 SCOPE OF WORK

2.1 Type of Good/Service and Objectives:

The City of Woodstock, Georgia, herein referred to as the City, is accepting bids from qualified contractors for the purpose of installing a new Sanitary Sewer on Rope Mill Rd, hereinafter referred to as the “PROJECT”. The work includes, but is not limited to installing curb & gutter, concrete sidewalk, sanitary sewer manholes, and PVC pipe.

The contractor shall be responsible for furnishing all materials, labor, and equipment. For a full list of quantities see the itemized pricing sheet in Exhibit C. For more details see the full site plans in Exhibit E.

RFB Number 2023 – 04 Page 8

The work to be completed consists of the below listed goods and services which shall meet or exceed the specifications below:

Traffic Control (One lane must remain open)

Install 100 sq. yrds of 4” concrete sidewalk

Install 275 LF of curb & gutter, 8” x 24”, TP 2

Install 342 LF of PVC 8” – Sanitary Sewer

Install 2 Sanitary Sewer Manhole’s, TP 1

2.2 Delivery Time

This is a time sensitive project. All work must be completed within 45 days after a notice to proceed has been issued, pending any unnatural weather occurrence.

The contractor shall coordinate construction dates and times with the City of Woodstock, Georgia Public Works Director.

Available work hours shall be in accordance with City ordinance. Available work hours 8:00 am to 5:00 pm. Shall conform to federal, state and local requirements and regulations.

2.3 Award and Pricing Information

The City intends to award to a single Contractor. The City may award the entire project or portions of the project to a single Contractor.

Pricing should be itemized for the project. The Bid Proposal Form and Itemized Pricing Sheet in Exhibit C will need to be completed and returned with bid submittal.

Pricing shall be valid for a period of 60 days after submission date.

The Contract will be awarded to the lowest, responsive, responsible Bidder as determined by the review committee and as approved by City Council.

2.4 Payment to Contractor and Retainage

All work must be approved prior to the release of payment.

3.0 BID FORMAT

1. Exhibit A: Contractor Information Sheet ‐ If the firm has branch offices, state the office that will have management responsibility for the work to be carried out.

2. Completed Exhibit B: E‐Verify Affidavit with Instructions.

3. Pricing should be itemized as specified on the pricing sheet for the City in Exhibit C. The Bid Proposal Form and Itemized Pricing Sheet will need to be completed and returned with bid submittal.

RFB Number 2023 – 04 Page 9

4. A copy of the firm’s Public Liability Insurance, Workers’ Compensation and Commercial General Liability Insurance.

5. Annotated list of references (with addresses and telephone numbers).

6. Copy of Georgia Business License

7. Bid bonds (5% of total bid amount)

a. 100% project value performance and payment bond (pending contract award)

A clear, concise bid in the specified bid format is requested with all the necessary information included. Responses to this RFB will be accepted until 10:30 a.m. (EST) on August 30, 2022 through Vendor Registry. Bids will be publicly opened and read aloud via zoom on August 30, 2022, 10:31 A.M.

4.0 OTHER ITEMS

4.1 Terms and Conditions

1. The City of Woodstock, Georgia hereby requests bids for the goods and services inclusive of the services requested in the RFB.

2. City of Woodstock, Georgia reserves the right to evaluate the firm’s bids. Only those firms who, in the opinion of the City, meet the minimum necessary bids will have their price and contract/agreement evaluated.

3. All bids, fee schedules and other documents furnished to the City of Woodstock, Georgia are subject to the Georgia Open Records Act.

4. Termination: The contract will be subject to the terms and conditions included in the

Service Agreement. The City of Woodstock, Georgia reserves the right to cancel the agreement with cause, due to nonperformance and/or violation of contract terms.

5. The City shall be notified of business name change(s) in writing within thirty (30) days of changes.

6. The City shall be notified and approve of key personnel change(s) in writing prior to any changes.

4.2 Rejection of Bids/Cancellation of RFB

The City of Woodstock, Georgia reserves the right to reject any or all bids, to waive any irregularity or informality in a bid, and to accept or reject any item or combination of items, when to do so would be to the advantage of the City.

It is also within the right of the City to reject bids that do not contain all elements and information requested in this document. The City reserves the right to cancel this RFB at any

RFB Number 2023 – 04 Page 10 time. The City will not be liable for any cost/losses incurred by the Offerors throughout this process.

4.3 Bid Withdrawal

A submitted bid may be withdrawn prior to the due date by a written request to the City representative listed in Section 1.5. A request to withdraw a bid must be signed by an authorized individual of the submitting company.

4.4 Miscellaneous

This RFB and any agreements related thereto must comply, inter alia, with all City laws and charters and are subject to all requisite City approvals including, but not limited to, City

Management and City Council.

The City reserves the right to release modifications to this RFB or supplements to it from time to time. Firms are responsible for periodically checking Vendor Registry or the Georgia

Procurement Registry for such modifications or supplements.

This Section Intentionally Left Blank

RFB Number 2023 – 04 Page 11

EXHIBIT A CONTRACTOR INFORMATION FORM

See following page.

City of Woodstock

12453 Hwy 92 • Woodstock, GA • 30188 • 770-592-6000 • www.woodstockga.gov

CONTRACTOR INFORMATION

Firm Name:

Contact Person:

Firm Address:

Phone:

Fax:

Email:

With this packet, please also provide a W-9 and Certificate of Insurance for the company/firm.

Signature – Authorized Officer or Agent Date http://www.woodstockga.gov/

RFB Number 2023 – 04 Page 12

EXHIBIT B E‐VERIFY AFFIDAVIT WITH INSTRUCTIONS

See following page(s).

INSTRUCTIONS

CONTRACTOR AFFIDAVIT AND AGREEMENT

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13- 10-91, stating affirmatively that the individual, firm, or corporation which is contracting with the City of Woodstock, Georgia (the “City”) has registered with and is participating in a federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91.

Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontract who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows:

Federal Work Authorization User Identification Number

Date of Authorization

Name of Contractor

Name of Project Name of Public Employer

I hereby declare under penalty of perjury that the foregoing is true and correct.

Executed on __________________, 201____ in ________________ (city), ______ (state).

Signature of Authorized Officer or Agent

Printed Name and Title of Authorized Officer or Agent

Subscribed and Sworn before me this the________ day of _______________, 201____, Notary Public My Commission Expires INSTRUCTIONS ONLY - C

OM

PLE

TE

FOLLOWING PAGE

E-Verify/Company ID Issued by the E-Verify Program

Date E-Verify/Company ID was issued by E-Verify

Contractor's Company/Firm Name

Name of project or type of service provided

City of Woodstock, Georgia http://www.woodstockga.gov/ welchcl Highlight welchcl Highlight

CONTRACTOR AFFIDAVIT AND AGREEMENT

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13- 10-91, stating affirmatively that the individual, firm, or corporation which is contracting with the City of Woodstock, Georgia (the “City”) has registered with and is participating in a federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91.

Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontract who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows:

Federal Work Authorization User Identification Number

Date of Authorization

Name of Contractor

Name of Project

Name of Public Employer

I hereby declare under penalty of perjury that the foregoing is true and correct.

Executed on _______________, 202____ in ________________ (city), _________ (state).

Signature of Authorized Officer or Agent

Printed Name and Title of Authorized Officer or Agent

Subscribed and Sworn before me this the________ day of _______________, 202____, Notary Public My Commission Expires

RFB Number 2023 – 04 Page 13

EXHIBIT C BID PROPOSAL FORM AND ITEMIZED PRICING SHEET

Proposal of_________________________ (hereinafter called "Bidder") a contractor organized and existing under the laws of the State of ______________ , * an individual, a corporation, or a partnership doing business as __________________________.

TO: City of Woodstock, Georgia (Hereinafter referred to as "City")

The Bidder, in compliance with your invitation for bids for the work as described in Section 2.0 of

RFB 2023 – 04

ROPE MILL RD SANITARY SEWER

having examined the scope of work with related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the scope of work of the proposed Project, including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies, and to construct the Project in accordance with the Contract Documents, within the time set forth herein, and at the prices stated in the bid submission. These prices are to cover all expenses incurred in performing the work required under this Contract, of which this bid is a part.

Amount shall be shown in figures. The prices in the bid submittal shall include all labor, materials, removal, overhead, profit, insurance, etc., to cover the finished work of the project as stated in the contract.

Total Price: $ _____________________________

Bidder hereby agrees to commence work under this Contract on or before a date to be specified in a written "Notice to Proceed" of the City and to fully complete the Project within FORTY‐FIVE (45) consecutive calendar days; bidder further agrees to pay as liquidated damages the sum of $250 per each consecutive calendar day that the Contractor shall be in default after the date stipulated in the contract for completing the work.

Bidder understands that the City reserves the right to reject any or all bids and to waive any informalities in the bidding.

The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 60 calendar days after the scheduled closing time for receiving bids.

RFB Number 2023 – 04 Page 14

The Bidder declares that he understands that the quantities shown on the bid are subject to adjustment by either increase or decrease, and that should the quantities of any of the items of work be increased, the undersigned proposes to do the additional work at the unit prices stated herein; and should the quantities be decreased, he also understands that payment will be made on actual quantities at the unit price bid and will make no claim for anticipated profits for any decrease in the quantities and that actual quantities will be determined upon completion of work, at which time adjustment will be made to the Contract amount by direct increase or decrease.

The full name and residence of persons or parties interested in the foregoing bids, as principals, are named as follows:

The____ day of_______________ , 20____ .

Signature:

Printed:

Title:

RFB Number 2023 – 04 Page 15

Itemized Pricing Sheet

ITEM NO. ITEM UNIT QUANTITY UNIT PRICE COST

BASE BID

150‐1000 TRAFFIC CONTROL LS LUMP

210‐0100 GRADING COMPLETE LS LUMP

310‐1101 GR AGGR BASE CRS, INCL MATL TN 60

402‐3130

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY,

INCL. BITUM MATL & H LIME

TN 16

402‐3190

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,

INCL BITUM MATL & H LIME

TN 15

441‐0104 CONC SIDEWALK, 4 IN SY 100

441‐6216 CONC CURB & GUTTER, 8 IN X 24 IN, TP 2 LF 275

500‐9999 CLASS B CONC, BASE OR PVMY WIDENING CY 10

670‐0000 PVC 8” – SANITARY SEWER LF 342

668‐3300 SAN SEWER MANHOLE, TP 1 EA 2

BASE BID SUBTOTAL

ADD ALTERNATE 1

210‐0100 GRADING COMPLETE LS LUMP

310‐1101 GR AGGR BASE CRS, INCL MATL TN 30

402‐3130

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY,

INCL. BITUM MATL & H LIME

TN 4

441‐0104 CONC SIDEWALK, 4 IN SY 10

441‐4020 CONC VALLEY GUTTER, 6 IN SY 21

441‐6216 CONC CURB & GUTTER, 8 IN X 24 IN, TP 2 LF 45

ADD ALT 1 SUBTOTAL

TOTAL

The____day of_______________ , 20___. Signature: ___________________________

Printed:

Title: ___________________________________

RFB Number 2023 – 04 Page 16

EXHIBIT D SITE PICTURES

Rope Mill Road Sanitary Sewer

Start Project

End Project

Sewer Pipe Connection by Developer

342 LF 8” Sanitary Sewer

- Install 8”x 24” Curb and Gutter

- Install Pavement for On-Street Parking

Replace Sidewalk and Curb & Gutter as Needed

Sewer Tie In on Pearl St

End of Sanitary Sewer

End of Project

Curb & Gutter ties into existing Curb & Gutter

RFB Number 2023 – 04 Page 17

EXHIBIT E SITE PLANS

DRIVE

ASPHALT

LOCATION SKETCH

0.000

0.000

LENGTH OF PROJECT

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

PROJECT DESIGNATION: EXEMPT

AMERICAN VERTICAL DATUM (NAVD)OF 1988.

COORDINATE SYSTEM OF 1984 (NAD 1983)/94 WEST ZONE, AND THE NORTH

THIS PROJECT HAS BEEN PREPARED USING THE HORIZONTAL GEORGIA

MILES

DESIGN DATA

PREPARED BY:

REVISIONS

PLANS PREPARED BY:

01-0001

CHARLIE A. LANZ, PE

CITY OF WOODSTOCK

DEPARTMENT OF PUBLIC WORKS

102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO SUBSECTIONS

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND CITY OF WOODSTOCK

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

G

E

ORG

IA

R

EG

ISTERED

E

NGINEER

PROFESSIONAL

No. 034645

Z N

AL

.A EI

L R

A H

C

LOCATION

PROJECT

100% IN CONG. DIST. NO. 11.

CHEROKEE COUNTY AND IS

THIS PROJECT IS 100% IN

PLANS COMPLETED 05-19-2022

SANITARY SEWER

ROPE MILL ROAD

0.108

0.108

0.108

ROPE MILL RD-LOCAL URBAN

FUNCTIONAL CLASS:

25 MPHSPEED DESIGN:

2%% TRUCKS:

50%DIRECTIONAL DIST:

2,260TRAFFIC A.D.T. (2020):

ROPE MILL RD

P.I. No.

DRAWING No.

N/A

5/19/2022 calco

GPLOT-V8

gplotborder-v8i-PO.tbl

Rope Mill Sewer_01-0001.dgn

GRWCOV CITY OF WOODSTOCK,GA

50 200

SCALE IN FEET

0 100

E 2189519.8481

N 1493841.7393

STA. 10+56.60

ROPE MILL ROAD

BEGIN PROJECT

E 2189189.9207

N 1494305.1306

STA. 16+26.00

ROPE MILL ROAD

END PROJECT

Rope Mill R oad

EXIST R/W

EXIST R/W

E X I S T

R

W

P e a r l

S t r e e t

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL PL PL

PL

PL

PL

PL

PL

PL

EXIST R/

W

DESCRIPTION

INDEX

02-0001

DRAWING NO.

SANITARY SEWER

ROPE MILL ROAD

REVISION DATES

5/19/2022 calco

GPLOT-V8

gplotborder-v8i-PO.tbl

Rope Mill Sewer_02-0001.dgn

7:00:22 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

13-0001 Mainline Plan

24-0000 to 24-0001 Utility Plans

9-0001 Detailed Estimate

INDEX

1-0001 Cover

2-0001 Index

CITY OF WOODSTOCK, GA

3-0001 Revision Summary

General Notes 4-0001

22-0001 Drainage Profiles

REVISION

REVISION SUMMARY

03-

DRAWING NO.DATE DATE DRAWING NO. REVISION

SANITARY SEWER

ROPE MILL ROAD

REVISION DATES

5/19/2022 calco

GPLOT-V8

Rope Mill Sewer_03-0001.dgn

7:02:03 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

000103-

CITY OF WOODSTOCK,GA

GENERAL NOTES

04-

PROJECT GENERAL NOTES

MAINTENANCE OF TRAFFIC

- 8" CONCRETE DRIVEWAY

COMMERCIAL- 8" CONCRETE VALLEY GUTTER

- 6" CONCRETE DRIVEWAY

RESIDENTIAL- 6" CONCRETE VALLEY GUTTER

CONCRETE DRIVES

MESSAGE SIGN(S) OR A UNIT PRICE WILL BE DETERMINED WHEN A CHANGEABLE MESSAGE SIGN(S) IS NOT INCLUDED IN THE CONTRACT.

THE COST OF NOMINAL ITEMS ADDED BY THE ENGINEER SHALL BE INCLUDED IN LUMP-SUM TRAFFIC CONTROL EXCEPT FOR THE ADDITION OF A CHANGEABLE

AASHTO AND NCHRP 350 REQUIREMENTS. THE ENGINEER MAY DIRECT THAT ADDITIONAL DEVICES AND MARKINGS BE ADDED TO THE TRAFFIC CONTROL PLAN.

DEVICES, SIGNS, POSTS, BARRICADES, ETC SHALL BE FROM THE GDOT QUALIFIED PRODUCTS LIST (QPL). ALL DEVICES SHALL BE CRASHWORTHY UNDER

PROJECT SHALL BE IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION AND SECTION 150. ALL

AND OTHER INTERIM TRAFFIC CONTROL DEVICES NECESSARY FOR THE CONSTRUCTION AND MAINTENANCE OF THE PROJECT. DEVICES UTILIZED ON THE

TRAFFIC (INCLUDING AGGREGATE SURFACE COURSE), INSTALLATION AND REMOVAL OF ALL TEMPORARY SIGNAGE, INTERIM PAVEMENT MARKINGS, BARRICADES,

9. LUMP-SUM TRAFFIC CONTROL: THE PRICE BID FOR LUMP-SUM TRAFFIC CONTROL INCLUDE THE COST OF STAGED CONSTRUCTION, MAINTENANCE OF

ADDITIONAL EXPENSE TO THE CITY.

CONDITIONS WARRANT. IF ADDITIONAL TRAFFIC CONTROL DEVICES ARE REQUIRED, THESE SHALL BE PROVIDED BY THE CONTRACTOR AT NO

8. CITY OF WOODSTOCK RESERVES THE RIGHT TO MODIFY THE MAINTENANCE OF TRAFFIC PLAN AS FIELD

ADJACENT SIDE ROAD OR DRIVEWAY.

7. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS NOT TO INTERFERE WITH SIGHT DISTANCES ALONG ANY

IS LESS. BASED ON FIELD CONDITIONS, THE MAXIMUM SPACING OF THE TRAFFIC DRUMS MAY NEED TO BE FURTHER REDUCED.

ALL TRAFFIC SHIFTS. FOR ANY WORK ZONE, THE MAXIMUM DRUM SPACING, IN FEET, SHALL BE THE DESIGN OR POSTED SPEED LIMIT, WHICHEVER

6. TRAFFIC DRUMS MEETING THE MINIMUM REQUIREMENTS OF THE MUTCD AND SECTION 150 SHALL BE USED FOR CHANNELIZATION OF TRAFFIC IN

THAN TWO (2') FEET FROM THE EDGE OF THE TRAVEL LANES. THE USE OF TYPE I AND TYPE II BARRICADES AND TRAFFIC CONES IS PROHIBITED.

ADJACENT TO TRAVEL LANES. UNLESS PRIOR APPROVAL IS GRANTED BY CITY OF WOODSTOCK. THE TEMPORARY BARRIERS CANNOT BE PLACED LESS

MEETING THE MINIMUM REQUIREMENTS OF THE MUTCD AND SECTION 150, AND TEMPORARY BARRIERS THAT ARE CRASHWORTHY SHALL BE USED

5. TEMPORARY TRAFFIC BARRIERS SHALL HAVE TWO (2') FEET MINIMUM OFFSET FROM THE EDGE OF ANY TRAVEL LANE. ONLY TRAFFIC DRUMS, PAINT PROHIBITED)

4. EXISTING PAVEMENT MARKINGS THAT CONFLICT AS DETERMINED BY THE ENGINEER SHALL BE OBLITERATED BY THE CONTRACTOR (BLACK OUT

AND STOLEN SIGNS, AND PERIODIC CLEANING OF EXISTING SIGNS AND CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES.

3. EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. MAINTENANCE INCLUDES REPLACING DAMAGED

2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID FOR "TRAFFIC CONTROL".

SANITARY SEWER

ROPE MILL ROAD

- 8" GRADED AGGREGATE BASE

- 2" ASPH CONC. 19 MM SUPERPAVE, 220 LB/SY

COMMERCIAL- 1-1/2" ASPH. CONC. 12.5 MM SUPERPAVE, 165 LB/SY

- 6" GRADED AGGREGATE BASE

RESIDENTIAL- 1-1/2" ASPH. CONC. 12.5 MM SUPERPAVE, 165 LB/SY

ASPHALTIC DRIVES

(I.E. PAVERS) AND WILL BE REPLACED WITH ASPHALT OR CONCRETE. DRIVEWAYS SHALL BE PAVED AS FOLLOWS:

FOR ASPHALT, CONCRETE FOR CONCRETE ETC. ANY OTHER DRIVEWAY MATERIAL OR SPECIALIZED DRIVEWAY WILL NOT BE REPLACED IN KIND

11. ALL DRIVEWAYS SHALL BE MAINTAINED DURING CONSTRUCTION. ALL DRIVEWAYS TO BE CONSTRUCTED SHALL BE REPLACED IN KIND I.E. ASPHALT

USED AS PER THE EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN (ESPCP) OR AS DIRECTED BY THE ENGINEER.

POTENTIAL FOR EROSION. IF THE SEASON DOES NOT PERMIT PERMANENT GRASSING, TEMPORARY STRAW MULCH AND/OR TEMPORARY VEGETATION SHALL BE

10. ALL CUT AND FILL SLOPES SHALL BE STABILIZED TO COMPLY WITH SECTION 161.3.05.B OF THE SPECIFICATIONS IN ORDER TO REDUCE THE

9. ALL ROAD SIGNS SIGNS SHALL BE RESET IF REQUIRED AND PAYMENT SHALL BE INCLUDED IN "TRAFFIC CONTROL".

SECTION 411 OF THE GEORGIA STANDARD SPECIFICATIONS AND WILL BE INCLUDED IN PRICE BID FOR "GRADING COMPLETE".

8. IN AREA WHERE NEW PAVEMENT OR PAYMENT WIDENING IS REQUIRED, SAW CUT OF EXISTING PAVEMENT WILL BE REQUIRED IN ACCORDANCE WITH

LIMITS OF CONSTRUCTION, SHALL NOT BE DISTURBED UNLESS DIRECTED BY THE ENGINEER.

7. STRUCTURES, TREES, SHRUBS AND OTHER PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT OUTSIDE THE

6. PERFORATED UNDERDRAIN SHALL BE PLACED IN AREAS WHERE WET CONDITIONS EXIST IN THE SUBGRADE AS DIRECTED BY ENGINEER.

TO MINIMUM 95% STANDARD PROCTOR.

FROM THE PROJECT SITE MAY NOT BE PLACED IN FILL LOCATIONS THAT FALL WITHIN EASEMENT AREAS. ALL FILL AREAS MUST BE COMPACTED

UNSUITABLE OR WASTE MATERIAL IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. CONCRETE AND ASPHALT MATERIALS REMOVED

5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND TO DISPOSE OF ANY

GEORGIA STANDARD SPECIFICATIONS.

4. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO SUB-SECTION 107.07 OF THE

ZAYO AND/OR CROWN CASTLE - FIBER

GEORGIA POWER - POWER

CITY OF WOODSTOCK - WATER & SEWER

COMCAST - FIBER

CHARTER - FIBER

AT&T - TELEPHONE

ATLANTA GAS LIGHT COMPANY - GAS

UTILITY CONTACT INFORMATION:

WITH UTILITIES*

UTILITIES. THE CONTRACTOR'S ATTENTION IS CALLED TO SUB-SECTION 105.06 OF THE GADOT STANDARD SPECIFICATIONS *COOPERATION

THE ONE-CALL CENTER TELEPHONE NUMBER. 811 OR 1-800-282-7411. FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND

3. UTILITY WORK COORDINATION WILL BE REQUIRED AS A PART OF THIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO USE

THAT EXISTS ON THE PROJECT IN ITS ORIGINAL, RELOCATED OR NEWLY INSTALLED POSITION.

RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY

OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL NOT

2. ALL KNOWN FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS, AND ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN

OWN EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE CITY.

SUPPLEMENTAL SPECIFICATIONS, CURRENT EDITION. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS/HER

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF WOODSTOCK AND GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD AND

15. TESTING FOR SANITARY SEWER LINE AS REQUIRED BY CITY OF WOODSTOCK. COST INCLUDED IN GRADING COMPLETE.

14. ALL PEDESTRIAN FACILITIES SHALL BE INSTALLED IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT (ADA).

13. AN N.O.I (NOTICE OF INTENT) IS NOT REQUIRED FOR THIS PROJECT.

INCLUDED IN PRICE BID FOR "GRADING COMPLETE".

CASE 2 - SYSTEMS SHOWN BY THE PLANS TO BE REMOVED AND RELOCATED SHALL BE RELOCATED TO THE BACK OF THE SIDEWALK. COST SHALL BE

CONSTRUCTION LIMITS AND PLUGGED

CASE 1 - SYSTEMS WITHIN THE CONSTRUCTION LIMITS OWNED BY INDIVIDUALS OR PRIVATE COMPANIES ARE TO BE REMOVED TO THE BACK OF THE

12. SPRINKLER SYSTEMS TO BE HANDLED AS FOLLOWS:

REVISION DATES

5/19/2022 calco

GPLOT-V8

Rope Mill Sewer_04-0001.dgn

7:02:35 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

000104-

DETAILED ESTIMATE

09-

DETAILED ESTIMATE

SANITARY SEWER

ROPE MILL ROAD

REVISION DATES

5/19/2022 calco

GPLOT-V8

gplotborder-V8i-PO.tbl

Rope Mill Sewer_09-0001.dgn

6:58:45 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

X I S T

R

W

EXIST R/W

EXIST R/W

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

EXIST R/W

SIDEWALK

C H

A

IN

L

IN

K

F E

N C

E

H

IG

H

H

IG

H

C H

A

IN

L

K

F

E N

C

W O

O D

F E

N C

E

WOOD FENCE

BLOCK WALL

OUT=996.30

IN=996.36

TOP=1001.94

DI

OUT=997.63

IN=997.71

TOP=1002.85

DI

OUT=997.21

TOP=1004.31

DI

R

C P

"R

C P

OUT=997.51

TOP=1002.01

DI

SIDEWALK

HARDI SIDING

2 STORY TOWNHOMES

R

C P

SIDEWALK

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

DIRT/GRAVEL

DRIVE

DIRT/GRAVEL

DRIVE

CONCRETE

DRIVE

ASPHALT

PARKING LOT

ASPHALT

<8"PVC

P

V C

13-

CONSTRUCTION PLAN

SANITARY SEWER

ROPE MILL ROAD

E= 1.60

R= 1200.00

L= 124.00

T= 62.06

E= 2189347.0078

N= 1494062.1132

PI Sta= 13+36.66

Curve# 1

Rope Mill Road

E= 1.54

R= 2600.00

L= 178.67

T= 89.37

E= 2189217.0643

N= 1494268.5671

PI Sta= 15+80.50

Curve# 2

Rope Mill Road

C O

N S T

10201020

0+000+100+200+300+400+500+600+70

E O P

E O P

DET. A-1

GDOT

P V I

+2.0%

P V I

5'VC

+18.0%

P V I

P V I

TIE-IN +45.40

TIE-IN 1017.90

TESMT

0 1

P

P T

P

+95.0

11.0' +54.6

10.6'

+62.6

18.7'

+27.8

18.9'

+35.8

10.9'

+62.0

10.9'

+93.6

11.1'

+24.0

11.5'

+31.8

19.5'

+98.5

19.0'

+06.5

11.0'

E 2189519.8481

N 1493841.7393

STA. 10+56.60

ROPE MILL ROAD

BEGIN PROJECT

E 2189189.9207

N 1494305.1306

STA. 16+26.00

ROPE MILL ROAD

END PROJECT

TP 2 FACE

8" x 24" C&G

PARKING SPACE SECTIONS SHALL FIT 3 - 8'x22' PARALLEL PARKING SPACES.

PIPE/STRUCTURE. LAYOUT PER "ROPE MILL QUARTERS WALK" APPROVED SITE PLAN.

DEVELOPMENT TO INSTALL SIDEWALK, DRIVEWAY APRON, AND STORMWATER

CONTRACTOR TO INSTALL CURB & GUTTER AND PAVEMENT FOR PARKING SPACES.

A-1

A-2

A-3

A-4

BY OTHERS

A-3 TO A-4 PIPE CONNECTION

24" C&G TO EXISTING 30" C&G

PROVIDE SMOOTH TRANSITION FROM

1.5" 12.5 mm ASPHALT

2" 19 mm ASPHALT

6" GAB

PAVEMENT WIDENING:

COST IN GRADING COMPLETE

TO RIGHT OF WAY LINE.

REMOVE CHAIN LINK FENCE

REPLACE SIDEWALK AS NEEDED.

Curve #1

Curve #2 Rope Mill R oad

P e a r l

S t r e e t

AND 1.5" 12.5 mm ASPHALT

CAP TRENCH WITH 6" CLASS B CONCRETE

TRENCH BACKFILL 95% COMPACTION.

STREET CUT REPAIR:

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

REVISION DATES

5/19/2022 calco

GPLOT-V8

Rope Mill Sewer_13-0001.dgn

Design File and Plot Substitution information

7:03:27 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

000113-

CITY OF WOODSTOCK,GA

POINT NO. NORTHING EASTING ELEVATION

CONTROL POINTS

LOCATION

1018.82' CP G-1 STA.15+26.68 20.20' RT.

CP G-1

1494233.8730 2189262.5840 ROPE MILL RD

213 ROPE MILL ROAD

ELMER L EVANS

N/F

211 ROPE MILL ROAD

JAMES W PARKER & TWILA M HUGHES

N/F

215 ROPE MILL ROAD

SHORTY LENNON LLC

N/F

IS ADD ALTERNATE

213 ROPE MILL RD

ALL WORK WITHIN

STA. 13+20.00 LT

Driveway 1 Profile

DRAINAGE PROFILES

22- 10

SCALE IN FEET

0 5

VERT.

HORIZ.

SCALE IN FEET

0 10

PROPOSED GRADE

REVISION DATES

5/19/2022 calco

GPLOT-V8

Rope Mill Sewer_22-0001.dgn

7:04:03 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CITY OF WOODSTOCK, GA

A-1 A-2

H

F T

I N

V

U T

I N

V

I

N

G

S T

D

A

S A

N

S E

W

R

M

N H

O L E

T P

T O P

S T

A

L T

@ 5.07 %

SANITARY SEWER

275 LF 8" PVC

@ 5.07 %

SANITARY SEWER

275 LF 8" PVC

H

F T

I

T

I N

V

I

N

N E

W

I

V

I

N c

I

V

I

N b

I N

V

I

N a

G A

S T

D

A

E X I S T

S

A N

S E

W

N H

O L E

T O P

S T

A

L T

@ 5.12 %

SANITARY SEWER

67 LF 8" PVC

BY OTHERS

@ 5.60 %

SANITARY SEWER

134 LF 6" PVC

H

F T

I

T

I N

V

I

N

S T

D

A

S A

N

S E

W

N H

O L E

T P

T O P

S T

A

L T

A-3

I N

V

P

V C

E X I S T I

E

T

A-4

M A T

C H

L I

A T

C H

L I

EXISTING GRADE

EXISTING GRADE

SANITARY SEWER

ROPE MILL ROAD

UTILITY PLANS

24-0000

ELECTRIC

TRAFFIC CONTROL

CABLE TV

TELECOMMUNICATIONS

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-B)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-C)

MISC.

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

(aka "SLICK")

SUBCRIBER LOOP CARRIER

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

EXISTING PROPOSED TEMPORARY

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKER

LIMITS OF OVERHEAD AND SUBSURFACE UTILITY INVESTIGATION

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-B)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-C)

POLE ID123

A01

TH

QUALITY LEVEL (QL) DELINEATION

SANITARY SEWER MANHOLE (SSMH) ID

EXISTING PROPOSED TEMPORARY

##"W(C)

##"W

##"W(B)

##"W(C)

##"W

GAS TEST STATIONELECTRIC (QL-D)

ELECTRIC (QL-B)

ELECTRIC (QL-C)

TELECOMMUNICATIONS (QL-D)

CABLE TV (QL-D)

WATER (QL-D)

WATER FOR LABELED PIPE SIZES (QL-D)

NON-POTABLE WATER (QL-D)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-D)

STEAM (QL-D)

STEAM FOR LABELED PIPE SIZES (QL-D)

SANITARY SEWER WITH FLOW DIRECTION (QL-D)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-D)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-D)

GAS (QL-D)

GAS FOR LABELED PIPE SIZES (QL-D)

PETROLEUM (QL-D)

PETROLEUM FOR LABELED PIPE SIZES (QL-D)

TELECOMMUNICATIONS (QL-B)

TELECOMMUNICATIONS (QL-C)

CABLE TV (QL-B)

CABLE TV (QL-C)

WATER FOR LABELED PIPE SIZES (QL-B)

WATER FOR LABELED PIPE SIZES (QL-C)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-B)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-C)

STEAM FOR LABELED PIPE SIZES (QL-B)

STEAM FOR LABELED PIPE SIZES (QL-C)

GAS FOR LABELED PIPE SIZES (QL-B)

GAS FOR LABELED PIPE SIZES (QL-C)

PETROLEUM FOR LABELED PIPE SIZES (QL-B)

PETROLEUM FOR LABELED PIPE SIZES (QL-C)

NON-POTABLE WATER (QL-C)

NON-POTABLE WATER (QL-B)

WATER (QL-C)

WATER (QL-B)

STEAM (QL-C)

STEAM (QL-B)

SANITARY SEWER WITH FLOW DIRECTION (QL-C)

SANITARY SEWER WITH FLOW DIRECTION (QL-B)

PETROLEUM (QL-C)

PETROLEUM (QL-B)

GAS (QL-C)

GAS (QL-B)

##"W

##"W(B)

GUY ANCHOR

EOI

END OF INFORMATION

TEST HOLE (QL-A ONLY)

WELL

WATER VAULT

TRAFFIC CONTROL MANHOLE

C123

CONFLICT LOCATION ID

TRAFFIC CONTROL PEDESTRIAN SIGNAL

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY, 6" DIP

GUY WIRE

ELECTRIC, TELECOMMUNICATION

ELECTRIC, CABLE TV

ELECTRIC TRAFFIC CONTROL

ELECTRIC, TELECOMMUNICATIONS, CABLE TV

ELECTRIC, TELECOMMUNICATIONS, CABLE TV, TRAFFIC CONTROL

ELECTRIC, CABLE TV, TRAFFIC CONTROL

ELECTRIC, TELECOMMUNICATIONS, TRAFFIC CONTROL

CABLE TV, TRAFFIC CONTROL

TELECOMMUNICATIONS, TRAFFIC CONTROL

TELECOMMUNICATIONS, CABLE TV, TRAFFIC CONTROL

TELECOMMUNICATIONS, CABLE TV

TRAFFIC CONTROL (QL-D)

TRAFFIC CONTROL (QL-B)

TRAFFIC CONTROL (QL-C)

UNKNOWN UTILITY FOUND IN SUE INVESTIGATION (QL-B)

SANITARY SEWER

ROPE MILL ROAD

REVISION DATES

5/19/2022 calco

GPLOT-V8

Rope Mill Sewer_24-0000.dgn

7:04:39 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

EXISTING TO BE REMOVED PROPOSED TYPE OF UTILITY

O

V

E

R

H

E

A

D

U

N

D

E

R

G

R

O

U

N

D

X I S T

R

W

EXIST R/W

EXIST R/W

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

EXIST R/W

SIDEWALK

C H

A

IN

L

IN

K

F E

N C

E

H

IG

H

H

IG

H

C H

K

F

E N

W

O D

F E

N C

E

WOOD FENCE

BLOCK WALL

OUT=996.30

IN=996.36

TOP=1001.94

DI

OUT=997.63

IN=997.71

TOP=1002.85

DI

OUT=997.21

TOP=1004.31

DI

R

C P

"R

C P

OUT=997.51

TOP=1002.01

DI

SIDEWALK

HARDI SIDING

2 STORY TOWNHOMES

R

C P

SIDEWALK

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

DIRT/GRAVEL

DRIVE

DIRT/GRAVEL

DRIVE

CONCRETE

DRIVE

ASPHALT

PARKING LOT

ASPHALT

OUT=992.82

IN=993.20

TOP=1003.20

SSMH

OUT=991.84

IN=991.94

TOP=1002.34

SSMH

OUT=991.62

IN(c)=991.74

IN(b)=992.13

IN(a)=992.18

TOP=1002.78

SSMH

(a) (c)

(b)

8"PVC>

<8"P

VC8

"P V C

P

V C

<8"DIP

P

V C

"D

IP

<8"PVC

P

V C

24-

SANITARY SEWER

ROPE MILL ROAD

UTILITY PLAN

TESMT

0 1

E 2189519.8481

N 1493841.7393

STA. 10+56.60

ROPE MILL ROAD

BEGIN PROJECT

E 2189189.9207

N 1494305.1306

STA. 16+26.00

ROPE MILL ROAD

END PROJECT

A-1

A-2

A-3

A-4

Rope Mill R oad

P e a r l

S t r e e t

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

REVISION DATES

5/19/2022 calco

GPLOT-V8

Rope Mill Sewer_24-0001.dgn

7:05:30 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CITY OF WOODSTOCK,GA

213 ROPE MILL ROAD

ELMER L EVANS

N/F

211 ROPE MILL ROAD

JAMES W PARKER & TWILA M HUGHES

N/F

215 ROPE MILL ROAD

SHORTY LENNON LLC

N/F

RFB Number 2023 – 04 Page 18

EXHIBIT F VENDOR CONFLICT OF INTEREST

City of Woodstock, Georgia

PROCUREMENT USE ONLY

___ Yes, named employee was involved in Bid/ Proposal process.

___ No, named employee was involved in procurement process or decision.

VENDOR CONFLICT OF INTEREST DISCLOSURE FORM

All vendors interested in conducting business with the City of Woodstock, Georgia must complete and return the Vendor Conflict of Interest Disclosure Form in order to be eligible to be awarded a contract. Please note that all vendors are subject to comply with the City’s conflict interest policies as stated within the certification section below. If a vendor has a relationship with a City official or employee, an immediate family member of a City official or employee, the vendor shall disclose the information required below.

Certification: I hereby certify that to my knowledge, there is no conflict of interest involving the vendor named below:

1. No City official or employee or City employee’s immediate family member has an ownership interest in vendor’s company or is deriving personal financial gain from this contract.

2. No retired or separated City official or employee who has been retired or separated from the City for less than one (1) year has an ownership interest in vendor’s Company.

3. No City employee is contemporaneously employed or prospectively to be employed with the vendor.

4. Vendor hereby declares it has not and will not provide gifts or hospitality of any dollar value or any other gratuities to any City employee or elected official to obtain or maintain a contract.

5. Please note any exceptions below:

Vendor Name Vendor Phone Number

Conflict of Interest Disclosure*

Name of City of Woodstock, Georgia employees, elected officials, or immediate family members with whom there may be a potential conflict of interest.

( ) Relationship to employee __________________________ ( ) Interest in vendor’s company _______________________ ( ) Other __________________________________________

*Disclosing a potential conflict of interest does not disqualify vendors. In the event vendors do not disclose potential conflicts of interest and they are detected by the City; vendor will be exempt from doing business with the City.

I certify that the information provided is true and correct by my signature below.

Signature of Authorized Representative Date Printed Name and Title of Authorized Representative

Rope Mill Sanitary Sewer Scope 07.21 Update