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Date of Issue:

Name:

Contact Name:

Address:

Address:

City:

State:

GA

Zip:

30076

City:

State:

GA

Zip:

30097

Phone:

Phone:

Cell:

(678) 300-6302

Cell:

(678) 300-6302

Fax:

Fax:

Email:

Email:

Waterproofing

Structural Repairs

Pressure Grouting

Waterproofing Warranty

Structural Warranty

Triple Protection Warranty

Deposit

Due Upon Completion

Date

$11,350.00

Payment Schedule

Total Contract Amount

edorantes@accessmgt.com

ENGINEERED SOLUTIONS OF GEORGIA PROPOSES TO FURNISH AND INSTALL THE FOLLOWING SCOPE OF WORK:

Presented by ESOG

Contract for Services

8/10/17

Edna Dorantes - Access Management Group

Johns Creek Walk 11055 Bell Rd

Duluth

Jobsite Information

Customer Information - 22091

2260 Northwest Parkway • Suite H • Marietta, GA 30067 • 678-290-1325

Edna Dorantes - Access Management Group

1100 Northmeadow Parkway Suite 114

Roswell

edorantes@accessmgt.com

Edna Dorantes - Access Management Group

Accepted by the Customer

Applicable Warranty – see terms and conditions in the attached warranty addendum

ESOG Signature

Date

Print Name

Chuck Irby

$11,350.00

Print Name

Customer Signature

Quotation valid for 90 days from the date of issue. Contract subject to terms and conditions printed on the accompanying addenda.

To provide and install 7 Helical and 12 - 4” diameter weep holes as recommended by the engineer.

INSTALL FOUNDATION PIERS:

1.

Have utilities marked by locating service. Locating service marks from street to meter. If any private utilities are suspected in the work area, a private

locating service must be contracted by owner. ESOG may provide recommendation upon request.

2.

Excavate area to expose existing concrete footing.

3.

Prep footing and attach galvanized foundation brackets for each pier under center load of footing.

4.

Drive foundation piers up to 21’ through poor soil to load bearing strata (see terms and conditions on page 2 for additional charges assessed if piers

advance past 21’).

5.

Transfer load to piers to stabilize foundation against any further settlement.

6.

Secure piers and backfill holes.

7.

Drill 4” diameter weep holes as required

8.

Clean work area and remove all work related debris.

OTHERS TO PROVIDE THE FLLOWING:

1.

Engineer to provide ultimate and working load capacity of the Helical Piers

2.

Provide masonry patching of cracks not sooner than 30 days after Helical Pier installation

form revision 12/04/12