Oakridge Phase III Plans.pdf

PDF 14 MB Posted Jul 30, 2025

Attached to: 26-004 Oakridge Forest Subdivision Stormwater Improvements Phase 3
Solicitation number: PE-66098-NONST-2026-000000098
Issued by: Fulton County, Georgia

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26_004 Oakridge Forest SubDivision Stormwater.pdf	PDF	Jul 30, 2025
Vendor Responsibility Questionnaire.pdf	PDF	Jul 30, 2025

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OAKRIDGE FOREST SUBDIVISION

STORMWATER IMPROVEMENTS

PHASE 3

OAKRIDGE FOREST SUBDIVISION

SANDY SPRINGS, GA 30328

FOR

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30328

PHONE: 770.730.5600

PREPARED BY:

C0.00

COVER SHEET

N/A

Planners & Engineers Collaborative+

LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING

ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES

350 RESEARCH COURT STE 200 PEACHTREE CORNERS, GA 30092 P: (770) 451-2741

22205.00 03/26/2024

2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

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P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30328

P: 770-730-5600

OAKRIDGE FOREST

SUBDIVISION

STORMWATER

IMPROVEMENTS

PHASE 3

AN INFRASTRUCTURE IMPROVEMENT PROJECT

OAKRIDGE FOREST SUBDIVISION

SANDY SPRINGS, GA 30328

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2027

4/14/2025

SHEET INDEX

SHEET NO. SHEET NAME

C0.00 COVER SHEET

C0.01 STANDARD SPECIFICATIONS

SURV BOUNDARY AND TOPOGRAPHIC SURVEY

C2.00 PHASE III LINING PLAN LAYOUT

C2.10

C2.20

CONTACT INFORMATION:

ENGINEER: NEIL SCHAAP

PLANNERS AND ENGINEERS

COLLABORATIVE

ADDRESS: 350 RESEARCH COURT

PEACHTREE CORNERS,

GEORGIA 30092

PHONE: 770.451.2741

EMAIL: NSCHAAP@PEC.PLUS

OWNER: CITY OF SANDY SPRINGS

ADDRESS: 1 GALAMBOS WAY

SANDY SPRINGS, GA, 30328

PHONE: 770.730.5600

24 HOUR CONTACT:

CITY OF SANDY SPRINGS

770.730.5600

ADDRESS:

DISTRICT:

LAND LOT: SITE LOCATION MAP

NOT TO SCALE

FEMA FIRM MAP

FEMA FIRM PANEL NO.: 13121C0163 F

NOT TO SCALE

OAKRIDGE FOREST SUBDIVISION

SANDY SPRINGS, GA 30328

17TH

SITE DATA

SITE LOCATION

THIS PROJECT INVOLVES CURED-IN-PLACE (CIPP) LINING OF EXISTING CMP PIPE, SPECIFICALLY, 860 (+/-) LF OF 18" DIAMETER CMP PIPE AND 139 (+/-) LF OF 30" CMP. ALL ASSOCIATED WORK WITH CIPP LINING, AS OUTLINED IN CIPP SPECIFICATIONS ON SHEET C0.01 IS INCLUDED IN THE SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC LOCATION AND UTILITY LOCATE AS NECESSARY FOR PROJECT COMPLETION.

PROJECT SCOPE:

LINING PLAN LAYOUT (30-SCALE)

LINING PLAN LAYOUT (20-SCALE)

AutoCAD SHX Text No. 34209

AutoCAD SHX Text

PROFESSIONAL

CURED-IN-PLACE PIPE (CIPP) LINING SPECIFICATIONS

PART 1 - GENERAL

1.1 SUMMARY

A. It is the intent of this specification to provide for the reconstruction of pipelines by the installation of a resin-impregnated flexible tube that is inverted into the original pipeline and expanded to fit tightly against said pipeline. The finished cured-in-place pipe (CIPP) shall be such that when the thermosetting resin cures, the total wall thickness shall be a homogenous and monolithic felt and resin composite matrix, chemically resistant to withstand internal exposure to stormwater.

B. All products supplied and all work performed shall be in accordance with The Facility Owner's Standard Specifications, applicable standards from American Society for Testing and Material American Water Works Association (AWWA), American National Standards Institute GDOT Utility Accommodation Policy and Standards, and the Georgia Environmental Protection Division (EPD) Guidelines for Sewage Collection Systems. Latest revisions of all standards shall apply.

C. Related Requirements:

1. GDOT Specification 660 - Sanitary Sewers

a. Special Provision Section 660 (dated 11/13/14 or most recent version)

2. GDOT Specification 936 - CCTV

3. NASSCO Cured in Place Pipe (CIPP) Installation Performance Specification Guideline

1.2 UNIT PRICE - MEASUREMENT AND PAYMENT

A. CIPP Pipe Lining:

1. Basis of Measurement: By linear foot, measured from center of manhole to center of manhole.

Basis of Payment: Includes pipe cleaning and flushing, pre- and post- TV inspection and videography, liner installation, water for inversion, disposal of water, pipe gaskets (end seals), testing of liner, and cure tracking technology as specified below.

1.3 REFERENCE STANDARDS

A. ASTM International:

1. ASTM D5260 - Standard Classification for Chemical Resistance of Poly (Vinyl Chloride) (PVC) Homopolymer and

Copolymer Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.

2. ASTM D638 - Standard Test Method for Tensile Properties of Plastics.

3. ASTM D790 - Standard Test Methods for Flexural Properties of Unreinforced and

Reinforced Plastics and Electrical Insulating Materials.

4. ASTM D1693 - Standard Test Method for Environmental Stress-Cracking of Ethylene

Plastics.

5. ASTM D2837 - Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials or

Pressure Design Basis for Thermoplastic Pipe Products.

6. ASTM D5813 - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems.

7. ASTM F1216 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube.

8. ASTM F1743 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP).

9. ASTM F2019 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place

Installation of Glass Reinforced Plastic (GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP).

10. ASTM F2599 Standard Practice for Sectional Repair of Damaged Pipe by Means of an Inverted Cured-In-Place Liner.

11. ASTM F3240 - Standard Practice for Installation of Seamless Molded Hydrophilic Gaskets for Long-Term

Watertightness of Cured-In-Place Rehabilitation of Main and Lateral Pipelines.

1.4 SUBMITTALS

A. Product Data:

1. Submit manufacturer information regarding liner material, curing chemicals, and lubricants.

Include fabric tube, flexible membrane coating, resins, and pre-liner.

2. Submit complete description of proposed wet-out procedures.

3. All MSDS sheets for materials to be furnished on the project.

4. Fabric tube shall be accompanied by minimal void volume in the felt that will be filled with resin.

5. Submit copy of wet out report and manufacturers recommended cure schedule for each liner.

6. Submit liner thickness basis of design including all calculations and selection criteria for the products being supplied.

B. Shop Drawings: Indicate liner dimensions for each pipe size to be relined.

C. Samples: Submit two samples of liner material in both uncured and cured state. For each inversion length, cured sample should be cut from termination point that has been inverted through a like diameter pipe held in place by a suitable heat sink. Sample shall be provided to third party testing agency by Contractor.

D. Pipe Inspection and Reporting:

1. Submit video recordings of piping sections as follows:

a. Pre CCTV inspection showing condition of existing pipe and pipe joints after cleaning and prior to relining.

b. Post CCTV inspection showing cured liner, if applicable, after relining Work has been completed.

c. Pre and post CCTV inspection shall be performed in current NASSCO PACP format.

d. Videos shall be provided in digital form or USB submission in MP4 format.

2. Reporting

a. Provide pre- and post- CCTV inspection reports in hard copy and electronic format

(.pdf).

E. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

F. Delegated Design Submittals: Submit signed and sealed Shop Drawings with design calculations and assumptions for liner thickness.

G. Test and Evaluation Reports: Submit reports certifying that liner material meets ASTM testing standards as specified in this Section.

H. Manufacturer Instructions:

1. Submit detailed description of liner placement and curing procedures for piping.

2. Include description of procedures for sealing liner material at manholes and reestablishing service connections.

3. Submit manufacturer's requirements for receiving, handling, and storage of materials. I. Source Quality-Control

Submittals: Indicate results of factory tests and inspections.

J. Field Quality-Control Submittals: Indicate results of Contractor-furnished tests and inspections. Contractor shall provide testing as indicated by the Engineer. Contractor shall be responsible for costs associated with testing. Contractor shall employ 3rd party testing agency qualified to perform said work. Tests shall be conducted on flexural modulus, flexural strength, and wall thickness with test method D790.

K. Qualifications Statements:

1. Submit qualifications for manufacturer, installer, licensed professional, pipeline assessor.

2. Submit manufacturer's approval of installer.

L. A detailed Notification Plan including staged notification to residents affected by the CIPP installation. The Installation Contractor shall notify all residents affected by this construction at least 24 hours prior to any service disruption affecting their service connection. The Installation Contractor shall make every effort to maintain service usage throughout the duration of the project.

M. Safety Plan, per NASSCO guidelines:

1. The Contractor shall conform to all work safety requirements of pertinent regulatory agencies, and shall secure the site for the working conditions in compliance with the same. The Contractor shall erect such signs and other devices as are necessary for the safety of the work site.

2. The Contractor shall perform all of the Work in accordance with applicable OSHA standards. Emphasis shall be placed upon the requirements for entering confined spaces and with the equipment being utilized for pipe renewal.

3. The Contractor shall submit a proposed Safety Plan to the Owner, prior to beginning any work, identifying all competent persons. The plan shall include a description of a daily safety program for the job site and all emergency procedures to be implemented in the event of a safety incident. All work shall be conducted in accordance with the Contractor's submitted Safety Plan.

4. Compensation for all work required for the submittal of the Safety Plan shall be included in the various pipelining items contained in the Proposal N. Quality Control Plan (QCP), per NASSCO guidelines:

1. A detailed quality control plan (QCP) shall be submitted to the Owner that fully represents and conforms to the requirements of these specifications. At a minimum the QCP shall include the following:

a. A detailed discussion of the proposed quality controls to be performed by the Contractor.

b. Defined responsibilities, of the Contractor's personnel, for assuring that all quality requirements for this contract are met. These shall be assigned, by the Contractor, to specific personnel.

c. Proposed procedures for quality control, product sampling and testing shall be defined and submitted as part of the plan.

d. Proposed methods for product performance controls, including method of and frequency of product sampling and testing both in raw material form and cured product form.

e. Scheduled performance and product test result reviews between the Contractor and the Owner at a regularly scheduled job meeting.

f. Inspection forms and guidelines for quality control inspections shall be prepared in accordance with the standards specified in this contract and submitted with the QCP.

O. Cure Tracking Technology

1. Submit reports for all sections of pipe which will be cured in place.

2. Reports shall include continuous data from the start of the curing process throughout the completion of the curing process.

1.5 QUALITY ASSURANCE

A. Perform Work according to manufacturer's standards and NASSCO CIPP Installation Guidelines (2017).

B. Maintain one copy of each standard affecting Work of this Section on Site.

1.6 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum five years' documented experience.

B. Installer: Company specializing in performing Work of this Section with minimum five years' documented experience in installation of liner materials and certified by manufacturer.

1. Minimum of 50,000 feet of similar pipe size and length installed in the U.S.

C. Licensed Professional: Professional engineer experienced in design of specified Work and licensed in State of Georgia.

D. Pipeline Assessor:

1. Person specializing in assessing condition of sewer pipelines prior to and following relining.

2. Currently certified in Pipeline Assessment and Certification Program (PACP) of the National Association of Sewer

Service Companies (NASSCO).

3. Provide certification status.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Inspection: Accept materials on Site in manufacturer's original packaging and inspect for damage.

B. Store materials according to manufacturer instructions. The CIPP shall be vacuum impregnated with resin not more than

120 hours before the time of installation and stored out of direct sunlight at a temperature of less than 70° F.

C. The Installation Contractor shall deliver the resin impregnated CIPP tube to the site and provide all equipment required to insert and cure the CIPP within the host pipe. The Installation Contractor shall designate a location where the CIPP tube will be vacuum impregnated with the resin prior to installation. If requested by the Owner, the Installation Contractor shall notify the Engineer at least 48 hours prior to wet out to allow the Engineer to observe the materials and wet out procedure. All procedures to prepare the CIPP for installation shall be in strict accordance with the Manufacturer's recommendations.

D. Protection:

1. Protect materials from moisture and dust by storing in clean, dry location remote from construction operations areas.

2. Provide additional protection according to manufacturer instructions.

1.8 EXISTING CONDITIONS

A. Field Measurements:

1. Contractor shall verify field measurements prior to fabrication such as diameter and length.

2. Indicate field measurements on Shop Drawings.

1.9 WARRANTY

A. Furnish one-year manufacturer's warranty for liner.

PART 2 - PRODUCTS

2.1 PERFORMANCE AND DESIGN CRITERIA

A. Design lining material to have sufficient structural strength to support dead loads, live loads, and groundwater load imposed, assuming existing pipe cannot share loading or contribute to structural integrity of liner.

B. Design liner to least-possible thickness to minimize decreasing interior pipe diameter.

C. Design liner material to provide jointless, continuous, and structurally sound construction able to withstand imposed static, dynamic, and hydrostatic loads on a long-term basis.

D. Identify design provisions for shrinkage control to prevent future misalignment of service reconnections.

2.2INVERTED, RESIN-IMPREGNATED TUBE PIPE LINER

A. Furnish materials according to Manufacturer's standards.

B. Description:

1. Fabric Tube:

a. One or more layers of absorbent, non-woven felt fabric, felt/fiberglass, or fiberglass.

b. Comply with ASTM D5813, F1216, F1743, and F2019.

c. Capable of absorbing and carrying resins.

d. Comply with NASSCO Guidelines.

2. Resin:

a. Corrosion-resistant polyester or vinyl ester resin and catalyst system.

b. Comply with ASTM F1216 and F1743.

c. The resin to tube ratio, by volume shall be furnished as recommended by the manufacturer.

3. Wet-Out Fabric Tube:

a. Furnish uniform thickness and excess resin distribution that, when compressed at installation pressure, will meet or exceed design thickness after cure.

4. Cure Tracking Technology

a. Continuous Temperature Monitoring and data collection shall be required during the CIPP process. To monitor the temperatures inside the tube wall and to verify proper curing, temperature sensors shall be placed between the host pipe and the liner in the bottom of the host pipe (invert) throughout the reach to record the heating and cooling that takes place on the outside of the liner during processing.

2.3 SECTIONAL INVERTED, RESIN IMPREGNATED TUBE PIPE LINER

A. Furnish materials according to Manufacturer's standards.

B. Description:

1. The tube will consist of one or more layers of flexible coated non-woven needled felt or a reinforced non-woven. The tube will be continuous in length exhibiting a uniform minimum wall thickness based upon design calculations found in ASTM F1216 appendix XI. No overlapping sections shall be allowed in the circumference or the length of the liner.

The tube shall include compressible material at each end forming a smooth transition to the host pipe. The liner will be capable of conforming to offset joints, bells, and disfigured pipe sections. The resin will be polyester, or vinyl-ester with proper catalysts as designed for the specific application. The cured-in-place pipe shall provide a smooth bore interior. Each installation shall have a design report documenting the design criteria for a fully deteriorated pipe section. The cured-in-place pipe shall meet or exceed the minimum test standards specified by the American Society for Testing Methods as described in the most current ASTM F1216 standard.

a. Flexural Strength ASTM D790 4,500 psi

b. Flexural Modulus ASTM D790 250,000 psi c.

2.4 SOURCE QUALITY CONTROL

A. Inspect material for defects. Verify liner material is homogeneous and free of defects, cracks, holes, blisters, protrusions, foreign materials, or other deleterious faults.

B. Marking:

1. For testing purposes, mark each production lot with identical marking number.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify location of piping to be relined.

3.2 PREPARATION

A. Cleaning: Clean existing pipes of debris, sedimentation, and mineral deposits with high-velocity cleaner, bucket and scraper, root saws, rolling or balling units, or other appropriate means.

B. Initial Video Inspection and Repair:

1. Conduct closed-circuit video inspection as specified in GDOT Specification 936 - CCTV.

2. Determine condition of existing piping, degree of offset of joints, and locations of crushed walls and obstructions.

3. Evaluation of pipe conditions, performed by pipeline assessor.

4. Clear obstructions, service piping protrusions, and other materials from bottom of existing pipe to ensure that inserted pipe liner directly contacts existing pipe wall.

5. It shall be the responsibility of the Installation Contractor to notify the Owner of line obstructions, offset joints or collapsed pipe that will prevent the insertion of the tube or significantly reduce the capacity of the sewer. The Owner, with input from the Installation Contractor, shall determine the method of pipe repair required and shall address these concerns on a case-by-case basis.

C. Bypass pumping:

1. Set up bypassing pump system to isolate each section of piping for relining, as deemed necessary.

2. Maintain bypass pumping until lining is totally formed and connections have been reestablished.

3.3 INSTALLATION

A. Excavate for point repairs only on emergency basis and as permitted by Engineer.

B. Inverted, Resin-Impregnated Tube Pipe Liner:

1. Coat layer of fabric tube (before inversion or pull-in, as applicable) with an impermeable, flexible membrane that will contain resin and facilitate, if applicable, vacuum impregnation and monitoring of resin saturation during resin impregnation (wet-out) procedure.

2. Prior to installation, and as recommended by manufacturer, place remote temperature gages or sensors inside host pipe at 6 o'clock position to monitor temperature during cure cycle.

3. Positioning:

a. Position wet-out tube in pipeline using method specified by manufacturer.

b. Do not damage tube during installation.

4. Cure installed liner by using appropriate medium according to manufacturer's recommended cure schedule.

5. Allow installed pipe liner to cool according to manufacturer instructions.

6. Annular Spaces:

a. Verify that no gap or annular space exists between finished liner and existing pipe.

b. Install watertight seals to host pipe at beginning and end of installed liner.

C. Sectional Inverted, Rein Impregnated Tube Pipe Liner:

1. Installation procedure shall conform to ASTM F2599 “Standard Practice for Sectional Repair of Damaged Pipe by

Means of an Inverted Cured-In-Place Liner.”

2. When required, the flow shall be by-passed. The pumping system will be sufficiently sized for normal to peak flow conditions.

3. Installer will clean and inspect the line using a pan/tilt camera capable of verifying active or inactive service connections and the overall structural condition of the pipeline. All roots, debris, and protruding service connections will be removed prior to reconstruction of the pipe segment.

4. The tube shall be inspected for tears or frayed sections.

5. The saturated tube along with the inversion bladder will be inserted into a flexible inversion launcher device. The inversion launching device is pulled into the pipe using a cable winch. The pull is complete when the end of the launching device is aligned with the beginning of the damaged pipe section. The resin and tube are completely protected during the pull. No resin shall be lost by contact with manhole walls or the pipe during the pull. The resin that provides a structural liner shall not contact the pipe until positioned at the point of repair. The resin should not be contaminated or diluted by exposure to dirt, debris, or water during the pull.

6. The installer shall be capable of viewing the beginning of the liner contacting the host pipe verifying the exact placement of the liner. Video documentation of the placement, prior to curing, shall be provided to the owner. No measuring from a CCTV counter or estimating will be allowed. The liner must be installed at low pressure to prevent damage or further damage to the host pipe.

7. The tube will be inverted out of the inversion launching device by controlled air pressure. The installer shall be capable of viewing the entire liner contacting the host pipe from the beginning to the end of the liner verifying the liner has covered the entire damaged section. Video documentation of the entire liner contacting the host pipe, prior to curing shall be provided to the owner. The tube is held tightly in place against the wall of the host pipe by the pressure until the cure is complete.

8. When the curing process is complete, the pressure will be released. The inflation bladder and launching device shall be removed from the host pipe with the winch. No barriers, coatings, or any material other than the cured tube/resin composite, specifically designed for desirable physical and chemical resistance properties, should ever be left in the host pipe. Any materials used in the installation other than the cured tube/resin composite must be removed from the pipe by installer.

9. A second CCTV inspection is performed to verify the proper cure of the material, the proper opening of service laterals, and the integrity of the seamless pipe. The owner will receive video recording documenting the inspection and a written report documenting the repair.

10. Testing and Acceptance:

a. Upon completion, the installer will deliver a digital video recording and report describing the repair to the owner.

3.4 FIELD QUALITY CONTROL

A. Liner Acceptance:

1. Adjust, repair, modify, or replace components failing to perform as specified and rerun tests.

2. If liner fails to form, remove failed liner and install new liner.

3. Conduct closed-circuit video inspection of completed relining Work, indicating no visual defects, including foreign inclusions, dry spots, pinholes, cracks, delamination, wrinkles/fins that interface with flow, or bulging.

4. Confirm that service connections are complete and unobstructed.

5. No infiltration of groundwater is permitted.

6. Make final adjustments to liner under direction of manufacturer's representative.

B. Testing:

1. Contractor shall prepare each pipe/sewer scheduled for cured-in-place lining for end sampling, or as directed by the

Engineer.

2. Selected samples shall be tested by a 3rd party testing agency qualified to perform said work.

3. Contractor shall be responsible for all costs associated with sampling and testing.

4. Tests shall be conducted on flexural modulus, flexural strength and wall thickness per ASTM D790.

C. Furnish installation certificate from manufacturer's representative attesting that liner has been properly installed and is ready for startup and testing.

END OF SECTION

PLANNERS AND ENGINEERS COLLABORATIVE

STANDARDS AND SPECIFICATIONS DRAWING LEGEND

FFE XX.XX FINISHED FLOOR ELEVATION

BFE XX.XX BASEMENT FLOOR ELEVATION

SPOT ELEVATION

EXISTING CONTOURS

PROPOSED CONTOURS

PROPOSED WATER LINE

PROPOSED WATER METER

PROPOSED VALVE & END CAP

PROPOSED FIRE HYDRANT & FDC

PROPOSED TEE, BEND & INTERSECTION

PROPOSED SANITARY SEWER LINE

PROPOSED SANITARY MANHOLE

PROPOSED SANITARY CLEANOUT

PROPOSED GREASE TRAP

PROPOSED STORM LINE

PROPOSED JUNCTION BOX

PROPOSED DROP INLET

PROPOSED YARD INLET

PROPOSED CURB INLET

PROPOSED WEIR INLET

PROPOSED CATCH BASIN

PROPOSED HEADWALL

PROPOSED OUTLET CONTROL STRUCTURE

TYPICAL WALL LABELS

TW = TOP OF WALL

TFG = TOP FINISHED GRADE

BFG = BOTTOM FINISHED GRADE

TF = TOP OF FOOTING

BF = BOTTOM OF FOOTING

10.72

BFG

TFG TW

SHEET NUMBERING STANDARDS

C0.00 COVER SHEET

C0.01 - C0.99 STANDARD SPECIFICATIONS & GENERAL NOTES

C1.00 - C1.49 ZONING CONDITIONS

C1.50 - C1.99 PRELIMINARY PLAT & ZONING SITE PLANS

C2.00 - C2.99 DEMOLITION PLAN

C3.00 - C3.09 SITE PLAN

C3.10 - C3.19 DIMENSION PLAN

C3.20 - C3.29 SIGNAGE & STRIPING PLAN

C3.30 - C3.39 LOT LAYOUT

C3.40 - C3.49 FIRE ACCESS

C3.50 - C3.59 ADA ACCESSIBILITY PLAN

C3.60 - C3.99 MISCELLANEOUS SITE PLANS

C4.00 - C4.19 GRADING PLAN

C4.20 - C4.39 DRAINAGE PLAN

C4.40 - C4.99 STORMWATER MANAGEMENT

C5.00 - C5.49 UTILITY PLAN

C5.50 - C5.69 WATER PLAN

C5.70 - C5.99 MISCELLANEOUS UTILITY PLANS

C6.00 - C6.09 EROSION CONTROL NOTES

C6.10 - C6.19 INITIAL EROSION CONTROL

C6.20 - C6.29 INTERMEDIATE EROSION CONTROL

C6.30 - C6.39 FINAL EROSION CONTROL

C6.40 - C6.99 EROSION CONTROL DETAILS

C7.00 - C7.49 SANITARY SEWER PROFILES

C7.50 - C7.99 STORM SEWER PROFILES

C8.00 - C8.49 SIGHT DISTANCE PROFILES

C8.50 - C8.99 ROAD PROFILES

C9.00 - C9.99 CONSTRUCTION DETAILS

NOTE: THE ABOVE TABLE SHOWS THE TYPICAL NUMBERING SCHEME FOR

CONSTRUCTION PLANS AND IS NOT REPRESENTATIVE OF THE

DRAWINGS INCLUDED IN THIS SET OF PLANS. REFER TO THE

SHEET INDEX SHOWN ON THE COVER SHEET (C0.00) FOR THE

SHEET INDEX REPRESENTATIVE OF THIS SET OF PLANS.

DETAIL

TYPICAL DRAWING SET

C0.01

C0.01 - STANDARD

SPECIFICATIONS

N/A

22205.00 03/26/2024

2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

D e\

_P la ns he et s\

C 0.

C O

V E

R S

H E

E T

P H

dw g

- C Te st a

- 4 /1

A M

P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30328

P: 770-730-5600

OAKRIDGE FOREST

SUBDIVISION

STORMWATER

IMPROVEMENTS

PHASE 3

AN INFRASTRUCTURE IMPROVEMENT PROJECT

OAKRIDGE FOREST SUBDIVISION

SANDY SPRINGS, GA 30328

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2027

4/14/2025

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text No. 34209

VICTOR E. & SABA W. SILVERMAN

ORLOW M. & KNOX C. WALSTAD

JUDY L. & CHARLES L. NEWTON

FREDERICK T. & PAMELA K. ZENDT

MERRILEE AYNES GOBER

MEHRYAR YAZDANI & LICONG PEDRAM FAMILY

JOSEPH H. & IRENE GRUENHUT

ANDREW JO & ASHELY ROSE CONNOR

ILSA MENDOZA

MICHAEL A. & VIRGINIA W. STONER

STACIE M. ZWEBEN

BERNARD B. & LAURA L. WOLFBERG

SARA BENTON & MICHAEL BRENT WALKER

MIRIAM PARKERBROOKS & WHITNEY GREGORYBETH W. JENSON

THOMAS B. & PAMELA M. STOUGHTON JEFFREY R. HEINICKA HUSSEIN & NAZLY ESSAWY

MICHAEL J. & CYNTHIA H. HUBBARD

LUMINITA D. NEACSU

ALEANDRA R. LIND

GeoSurvey

Overton Drive & Balboa Court

GeoSurvey

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411 http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com

OVERTON DRIVE

(50' R/W)

E (5

0' R

BALBOA COURT

(44' R/W)

(5 0'

R/ W

BALBOA COURT

(44' R/W)

VICTOR E. & SABA W. SILVERMAN

ORLOW M. & KNOX C. WALSTAD

JUDY L. & CHARLES L. NEWTON

FREDERICK T. & PAMELA K. ZENDT

MERRILEE AYNES GOBER

MEHRYAR YAZDANI & LICONG PEDRAM FAMILY

JOSEPH H. & IRENE GRUENHUT

ANDREW JO & ASHELY ROSE CONNOR

ILSA MENDOZA

MICHAEL A. & VIRGINIA W. STONER

STACIE M. ZWEBEN

BERNARD B. & LAURA L. WOLFBERG

SARA BENTON & MICHAEL BRENT WALKER

MIRIAM PARKERBROOKS & WHITNEY GREGORYBETH W. JENSON

THOMAS B. & PAMELA M. STOUGHTONJEFFREY R. HEINICKA HUSSEIN & NAZLY ESSAWY

MICHAEL J. & CYNTHIA H. HUBBARD

LUMINITA D. NEACSU

ALEANDRA R. LIND

ZEBLIN ROAD

(60' R/W)

(8 0'

R /W

H W

EXTENTS OF

PERMANENT

DRAINAGE

EASEMENT

IMS 980

IMS 982

AGM

02213

AGM 02211

IMS 985

IMS 984

AGM

02212

LINE 30" CMP (82')

LINE 30" CMP (57')

LINE 18" CMP (100')

LINE 18" CMP (204')

LINE 18" CMP (69')

LINE 18" CMP (79')

IMS 978

IMS

LINE 18" CMP (29')

LINE 18" CMP (31')

LINE 18" CMP (13')

LINE 18" CMP (26')

IMS 983

IMS 987

AGM 02203

AGM 02206

IMS 988

LINE 18" CMP (39')

IMS 986

IMS 989

LINE 18" CMP (270')

10'

20' TEMPORARY CONSTRUCTION EASEMENT

(TO BE OBTAINED)

AREA: 0.026 ACRES (1,146 SQ. FT.)

Knowwhat'sbelow.

Callbefore you dig.

www.Georgia811.com

1" = 40'

20 40 80 1200

22205.00 03/26/2024

2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

D e\

_P la ns he et s\

C 2.

P H

A S

I -

.d w g

- C Te st a

- 4 /1

A M

P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30328

P: 770-730-5600

OAKRIDGE FOREST

SUBDIVISION

STORMWATER

IMPROVEMENTS

PHASE 3

AN INFRASTRUCTURE IMPROVEMENT PROJECT

OAKRIDGE FOREST SUBDIVISION

SANDY SPRINGS, GA 30328

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2027

4/14/2025

UmC2 - URBAN LAND, 2 TO 15% SLOPES

UgE - URBAN LAND, 2 TO 15% SLOPES

NRCS SOIL SERIES INFORMATION

THERE ARE NO STATE WATERS IN THE PROJECT AREA

THERE ARE IMPAIRED STREAMS WITHIN 1 LINEAR MILE OF THE SITE (NANCY

CREEK)

THERE ARE NO WETLANDS IN THE PROJECT AREA

SITE AND EROSION CONTROL NOTES:

1. DISTURBED AREAS LEFT IDLE FOR FOURTEEN DAYS, AND NOT TO FINAL GRADE, SHALL BE ESTABLISHED TO TEMPORARY

VEGETATION (Ds2). DISTURBED AREAS LEFT IDLE FOUR WEEKS OR MORE WILL BE ESTABLISHED TO PERMANENT VEGETATION, SOD (Ds4). ALL AREAS TO FINAL GRADE SHALL BE ESTABLISHED TO PERMANENT VEGETATION WITHIN TWO

WEEKS.

2. NO TREES ARE TO BE REMOVED FOR THIS WORK WITHOUT DIRECTION FROM THE ENGINEER / CITY OF SANDY SPRINGS.

3. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHALL BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF

SEEDING.

4. DURING UNSUITABLE GROWING SEASONS, MULCH SHALL BE USED AS A TEMPORARY COVER (Ds1). ON SLOPES THAT ARE 4:1

OR STEEPER, MULCH SHALL BE ANCHORED.

5. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE SHALL BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ON HALF THE CAPACITY OF THE DEVICE.

6. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF SANDY SPRINGS REGULATIONS AND CODES AND O.S.H.A.

STANDARDS.

7. OPEN BURNING OR BURY PITS ARE NOT ALLOWED.

8. CONTRACTOR TO CALL 811 TO VERIFY ALL UTILITIES.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC., GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED

BY SUCH.

10. CONTRACTOR TO PROVIDE CIPP CALCULATIONS PRIOR TO LINING ACTIVITIES.

11. CONTRACTOR TO PREPARE AND CLEAN PIPE PRIOR TO LINING.

12. CCTV IS REQUIRED BEFORE AND FOLLOWING LINING (SEE SECTION 3.2 OF CIPP LINING SPECIFICATIONS).

NOTES:

1. ALL TRAFFIC CONTROL AND WARNING DEVICES MUST BE SHOWN AND PLACED PER THE MUTCD. THE TRAFFIC

CONTROL PLAN IS SUBJECT TO CHANGE BY THE SANDY SPRINGS TRAFFIC ENGINEER.

2. TEMPORARY TRAFFIC CONTROL AND WARNING DEVICES SHALL BE PLACED PRIOR TO THE COMMENCEMENT

OF ANY WORK AND SHALL REMAIN IN PLACE UNTIL THE CONCLUSION OF ALL SIGNING AND STRIPING WORK.

3. ALL SIGNS SHALL CONFORM TO THE MUTCD STANDARDS AND SANDY SPRINGS STANDARDS FOR COLOR, SIZE, REFLECTIVITY, HEIGHT, AND PLACEMENT.

4. A CITY OF SANDY SPRINGS UTILITY PERMIT IS REQUIRED FOR ANY CONSTRUCTION WITHIN THE RIGHT OF WAY.

REFER TO THE CITY'S UTILITY PERMIT POLICY FOR REQUIREMENTS.

5. NO CLOSURES OF OR ENCROACHMENTS INTO THE PEDESTRIAN, BICYCLE, OR VEHICULAR TRAVEL AREAS

SHALL BE DONE WITHOUT PRIOR APPROVAL FROM THE SANDY SPRINGS TRAFFIC ENGINEER. ALL PROPOSED PLANS FOR CLOSURES AND ENCROACHMENTS SHALL BE SUBMITTED AT LEAST TWO WEEKS PRIOR TO

INTENDED BEGINNING AND MUST BE APPROVED PRIOR TO COMMENCEMENT.

6. CONTRACTOR TO VERIFY ALL CONDITIONS, ELEVATIONS AND DIMENSIONS BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR JUSTIFICATION AND/OR CORRECTION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR TO ASSUME RESPONSIBILITY FOR DISCREPANCIES WHICH ARE NOT REPORTED. ALL DIMENSIONS SHOULD BE READ OR CALCULATED.

7. CONTRACTOR TO HAVE ALL UTILITIES FIELD LOCATED AND CLEARLY MARKED PRIOR TO THE START OF AN

CONSTRUCTION ACTIVITY.

TRAFFIC CONTROL NOTES:

1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN

ACCORDANCE WITH MUTCD REQUIREMENTS.

2. DURING CONSTRUCTION, ONE LANE OF ROAD SHALL REMAIN

OPEN AT ALL TIMES UNLESS OTHERWISE APPROVED.

THIS PROJECT INVOLVES THE LINING OF TWELVE CORRUGATED METAL PIPE SEGMENTS. THE TOTAL LINING LENGTH BEING

PROPOSED IS APPROXIMATELY 999 LF.

THIS WORK IS INTENDED TO ENHANCE THE LIFE SPAN OF THE STORMWATER INFRASTRUCTURE IN THE OAKRIDGE FOREST

SUBDIVISION.

PROJECT SCOPE:

IMS 979 TO IMS 978 18" CMP 29 LF

IMS 978 TO IMS 980 18" CMP 204 LF

AGM 982 TO AGM 02212 30" CMP 57 LF

AGM 02212 TO AGM 02213 30" CMP 82 LF

IMS 989 TO IMS 984 18" CMP 69 LF

IMS 983 TO IMS 984 18" CMP 31 LF

IMS 984 TO IMS 985 18" CMP 270 LF

IMS 985 TO IMS 02212 18" CMP 13 LF

IMS 988 TO AGM 02206 18" CMP 100 LF

AGM 02206 TO AGM 02203 18" CMP 79 LF

AGM 02203 TO IMS 987 18" CMP 26 LF

IMS 986 TO AGM 02211 18" CMP 39 LF

PHASE III PIPES TO BE LINED:

24 HOUR CONTACT:

CITY OF SANDY SPRINGS @ 770.730.5600

C2.00

OAKRIDGE FOREST PIPE

LINING - PHASE III

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CONCRETE

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DRIVE

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CONC

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DRIVE

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CONCRETE

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CONCRETE

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DRIVE

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CONC

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CONCRETE

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STONE

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DRIVE

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DRIVE

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STONE WALL

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GAS LINE

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APPROXIMATE

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(LINE MAY RUN IN SAME TRENCH

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POWER FROM TRANSFORMER.

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GAS LINE SIGNAL LOST HERE

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DRIVE

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CONC

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CONCRETE

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STONE

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STEPS

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CONC.

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CONC

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GRAVEL

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PER RECORDS

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LOCATOR UNABLE TO TRACE

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POWER TO/FROM TRANSFORMER.

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AS NEARBY COMMUNICATION,

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EXCAVATION NEEDED TO CONFIRM)

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LOCATOR UNABLE TO TRACE

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(LINE MAY RUN IN SAME TRENCH

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AS NEARBY COMMUNICATION,

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EXCAVATION NEEDED TO CONFIRM)

AutoCAD SHX Text ATT fiber/DSL main line - this line may split to houses and cross the street for service (services cannot be traced)

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2"STEEL

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2"STEEL

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CONC

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DRIVE

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CPED

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ICV

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ICV

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CPED

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ICV

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ICV

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6' WOOD FENCE

AutoCAD SHX Text N:1,418,938.78

AutoCAD SHX Text E:2,236,129.23

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EL:1,020.45

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NAIL IN ASPHALT

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BENCHMARK

AutoCAD SHX Text N:1,418,655.48

AutoCAD SHX Text E:2,236,110.20

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EL:995.65

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NAIL IN ASPHALT

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BENCHMARK

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NAIL IN ASPHALT

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BENCHMARK

AutoCAD SHX Text N:1,418,502.24

AutoCAD SHX Text E:2,236,309.75

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EL:984.82

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CONC. DRIVE

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CONC. DRIVE

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TOP 993.84

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TOP 1027.01

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TOP 994.11

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IN 982.0

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TOP 1030.20

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TOP 968.66

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OUT 960.8

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TOP 1028.71

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TOP 983.48

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OUT 1012.0

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TOP 1021.68

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OUT 1000.2

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TOP 1006.52

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OUT 981.1

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AREA DRAIN

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TOP 987.05

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OUT 977.5

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OUT 1000.3

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8"PVC

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36"CMP

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OAKRIDGE FOREST

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BLOCK "C"

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PB 113, PG 29

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OAKRIDGE FOREST

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N/F PROPERTY OF

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DEED BOOK 57084 / PAGE 363

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185 ZEBLIN DR

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PID: 17 003900020221

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PB 113 / PG 29

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N/F PROPERTY OF

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DEED BOOK 7664 / PAGE 325

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195 OVERTON DR

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PB 113 / PG 29

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N/F PROPERTY OF

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DEED BOOK 54721 / PAGE 657

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365 BALBOA CT

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PID: 17 003900020247

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N/F PROPERTY OF

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DEED BOOK 7357 / PAGE 437

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355 BALBOA CT

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DEED BOOK 45845 / PAGE 224

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345 BALBOA CT

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PID: 17 003900020262

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DEED BOOK 62702 / PAGE 465

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335 BALBOA CT

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N/F PROPERTY OF

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DEED BOOK 64085 / PAGE 274

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352 BALBOA CT

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PID: 17 003900020288

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DEED BOOK 65616 / PAGE 405

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330 BALBOA CT

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340 BALBOA CT

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PID: 17 003900020304

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DEED BOOK 7410 / PAGE 392

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375 WYTH WAY

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PID: 17 003900020312

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DEED BOOK 43262 / PAGE 599

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370 WYTH WAY

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PID: 17 003900020320

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DEED BOOK 14294 / PAGE 162

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360 BALBOA CT

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PID: 17 003900020338

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PB 113 / PG 29

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DEED BOOK 53200 / PAGE 576

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185 OVERTON DR

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DEED BOOK 529430641 / PAGE 641

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175 OVERTON DR

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PID: 17 003900020353

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PB 113 / PG 29

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DEED BOOK 62367 / PAGE 537

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165 OVERTON DR

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PID: 17 003900020361

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DEED BOOK 19515 / PAGE 179

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155 OVERTON DR

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PID: 17 003900020379

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DEED BOOK 6358 / PAGE 697

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150 OVERTON DR

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PID: 17 003900020387

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DEED BOOK 6310 / PAGE 182

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160 OVERTON DR

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PID: 17 003900020403

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180 OVERTON DR

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190 OVERTON DR

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SSMH

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TOP 984.23

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STONE WALL

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WEIR STRUCTURE

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INV IN 1003.9 (V-NOTCH)

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INV OUT 1003.6

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SWCB

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TOP 1016.57

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IN(A) 1011.8

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IN(B) 1011.8

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OUT 1011.5

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GRAVEL

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TOP 993.56

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IN(B) 988.2

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IN(A) 979.7

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OUT 979.6

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LOCATOR UNABLE TO TRACE

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POWER TO/FROM TRANSFORMER.

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(LINE MAY RUN IN SAME TRENCH

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AS NEARBY COMMUNICATION,

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EXCAVATION NEEDED TO CONFIRM)

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LOCATOR UNABLE TO TRACE

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POWER FROM TRANSFORMER.

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(LINE MAY RUN IN SAME TRENCH

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AS NEARBY COMMUNICATION,

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EXCAVATION NEEDED TO CONFIRM)

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EXISTING R/W

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EXISTING R/W

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APPROXIMATE R/W

A…

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File details come from the government source that posted it. Updated Aug 4, 2025.