EXH A Project Plans.pdf

PDF 47 MB Posted Jun 24, 2026

Attached to: Non-Mandatory Pre-Bid Conf ITB #26-97 Riverdale Library Renovations for Clayton County, Georgia
Solicitation number: PE-63100-NONST-2026-000000097
Issued by: Clayton County, Georgia

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Written by GovTribe AI · Jul 1, 2026

This file comprises architectural and engineering project plans for the Riverdale Library Addition, a construction project for the Clayton County Library System located at 420 Valley Hill Road, Riverdale, Georgia. The project involves a library expansion with a new addition of 3,576 square feet attached to the existing 11,482 square foot facility, creating a total enclosed building area of 15,508 square feet. The new addition will accommodate 182 occupants, bringing the total occupancy load to 389 persons. The project is classified as Assembly (A-3) occupancy under the International Building Code 2018 Edition with Georgia amendments, utilizing Type V-B construction and a sprinklered fire protection system. The addition includes a teens/maker room, meeting room, mechanical space, restrooms, storage areas, and a main hall. The construction type is Type V(000) per NFPA 101 2018 standards. The project documents include comprehensive drawings for civil, architectural, structural, mechanical, electrical, plumbing, and fire protection systems, with multiple sheets released for construction as of March 6, 2026, and various revision dates throughout 2025 and early 2026.

The project team includes Gardner Spencer Smith Tench Jarbeau Architects as the architect, with Keith Solomon as the primary contact; Planners and Engineers Collaborative providing civil and survey services; Goodman Giannavola Hines Engineers as structural engineer; and Hammond Engineering, Inc. as the MEP engineer. The property encompasses 2.383 acres on parcels in Land Lot 150, 13th District, Clayton County, Georgia, with direct access to Valley Hill Road and Lamar Hutcheson Parkway. The site plan indicates no portion of the property falls within designated flood zones. General contractor requirements include obtaining all necessary permits, verifying existing utility locations before excavation, compliance with Georgia and National codes (IBC, NEC, IFGC, IMC, IPC, IECC, IFC, GAC, NFPA 101, and ADA standards), and coordination with utility companies for any relocations. The contractor must schedule a pre-construction meeting with the area erosion control/site development inspector and is responsible for stabilizing disturbed land with vegetation upon completion of demolition work.

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Other files

File	Type	Posted
ATT A Bid Specifications.pdf	PDF	Jun 24, 2026
ATT B Bid Cost Form 26_97.xlsx	XLSX spreadsheet	Jun 24, 2026
EXH B General Requirements.pdf	PDF	Jun 24, 2026
ITB _26_97 Riverdale Library Renovataions for.pdf	PDF	Jun 24, 2026

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STEP

REVISION TAG

ELEVATION

DETAIL/SECTION

WINDOW TAG

WALL TAG

ROOM TAG

DOOR TAG

A101

ROOM

150 SF

101B

COLUMN GRID

SINGLE STEP

WINDOW

SWINGING DOOR SCREEN DOOR

A101

INTERIOR ELEVATION 2

+2'-0"

AX.X

R @ ±7 1/2"20STAIRS

TOILET 2D P1

SPIRAL STAIR (WITH TREAD SHADING)

DRAFTING GUIDE

POCKET DOOR

FLR GRILLE

USE "PLAN OPENING" INSTANCE

PARAMETER TO SHOW DOOR IN

OPEN OR CLOSED POSITION

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

E D

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T H

O F

N O

D O

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O U

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PROJECT

NO.

SHEET

TITLE

SHEET

NO.

RELEASED FOR CONSTRUCTION

RIVERDALE

LIBRARY

ADDITION

24105

TITLE SHEET

G0.00

420 Valley Hill Rd, Riverdale, GA 30274

RIVERDALE PUBLIC LIBRARY ADDITION

420 Valley Hill Rd, Riverdale, GA 30274

1. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT ANY DISCREPANCIES TO THE ARCHITECT

FOR CLARIFICATION PRIOR TO EXECUTION OF THE WORK IN QUESTION.

2. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL OR CENTERLINE OF FIXTURE UNLESS CLEARLY SHOWN OR

NOTED OTHERWISE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXECUTION OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS UNLESS WRITTEN NOTIFICATION TO THE CONTRARY IS ISSUED AND SIGNED BY

THE OWNER AND/OR ARCHITECT.

4. THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN IN THE DOCUMENTS ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER SHOWN HEREON OR NOT, PRIOR TO ANY EXCAVATION.

5. ALL VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUIT, AND SIMILAR ASSEMBLIES IN FINISHED ROOMS SHALL BE ENCLOSED IN A FINISHED CHASE. THE MATERIALS AND FINISHES OF SUCH CHASES SHALL MATCH ADJACENT

FINISHED WALLS.

6. FURNISH ACCESS PANELS IN WALLS AND NON-ACCESSIBLE TYPE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL EQUIPMENT MAY BE REQUIRED. ACCESS PANELS SHALL BE EQUAL IN FIRE RATING TO SURFACE IN WHICH THEY OCCUR. REFER TO ENGINEERING DRAWINGS FOR LOCATION OF MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT.

7. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD AS SHOWN IN THE DRAWINGS. OR IF NOT SHOWN, MAXIMUM

ALLOWED PER MANUFACTURERS SPECIFICATION.

. TIGHTLY SEAL ANY OPENINGS IN FIRE RATED WALLS BY DUCTS, PIPES, CONDUIT, STRUCTURAL MEMBERS, OR ANY OTHER MATERIALS. OPENINGS IN METAL STUD PARTITIONS SHALL BE SEALED WITH FIRE SAFING.

9. GYPSUM WALLBOARD IN ROOMS SUBJECT TO MOISTURE ACCUMULATION (TOILETS, SHOWERS, JANITORS

CLOSETS, ETC.) SHALL BE MOISTURE RESISTANT TYPE.

10. ALL GYPSUM WALL BOARD MATERIAL IN FIRE RATED ASSEMBLIES SHALL BE FIRE RESISTIVE UL CLASSIFIED MATERIAL APPLIED IN STRICT COMPLIANCE TO THE APPLICABLE FIRE TEST DESIGN WITH JOINTS ON OPPOSITE WALL FACES STAGGERED. FASTENERS SHALL BE OF APPROVED TYPE AND INSTALLED IN ACCORDANCE WITH APPLICABLE FIRE TEST. ALL WALLBOARD JOINTS IN ALL PARTITION WALLS SHALL BE TAPED AND FINISHED WITH JOINT COMPOUND, INCLUDING THOSE ABOVE THE FINISHED CEILING. PENETRATIONS FOR PIPES, CONDUIT, FRAMING MEMBERS, DUCTS, ETC. SHALL BE FRAMED WITH RUNNER CHANNELS AND TIGHTLY SEALED. SUCH

PENETRATIONS SHALL BE TIGHTLY PACKED WITH MINERAL FIBER SAFING INSULATION.

11. IMMEDIATELY NOTIFY ARCHITECT IN WRITING IF ANY OMISSION, DISCREPANCY, AMBIGUITY OR ERROR IN THE CONTRACT DOCUMENTS BE DISCOVERED OR IF ANY DOUBT AS TO THE MEANING OR INTENT THEREOF SHOULD

ARISE. CLARIFICATION WILL BE MADE BY REVISION TO THE CONTRACT DOCUMENTS.

12. ALL ATTACHMENTS, SCREWS & BOLTS BETWEEN STRUCTURAL STEEL AND TREATED WOOD, BLOCKING AND

NAILERS SHALL BE GALVANIZED.

13. PAINT ALL EXPOSED DUCTWORK, PIPING, CONDUIT, ETC. PER MFG. RECOMMENDATION.

14. SHOP DRAWINGS AND SAMPLES SHALL BE SUBMITTED FOR APPROVAL TO THE INTERIOR DESIGNER/ ARCHITECT PRIOR TO CONSTRUCTION AND/OR PURCHASE OF MATERIALS DESCRIBING THE OVERALL SCOPE AS WELL AS COMPLETE DETAILS OF WORK TO BE PERFORMED. ALL FABRICATION SHALL BE BASED ON ACTUAL FIELD

DIMENSIONS.

15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTION REQUIRED BY LOCAL AND STATE AND LOCAL CODES. ALL RECOMMENDATIONS AND REQUIREMENTS OF THE STATE CODES AND NFPA 90-A SHALL BE FOLLOWED.

16. VISIT THE JOB SITE AND CHECK ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A PRICE FOR PERFORMING

ANY WORK.

17. CONTRACTOR TO VERIFY WITH THE OWNER AND/OR OWNER'S REPRESENTATIVES ALL PLUMBING AND

ELECTRICAL REQUIREMENTS FOR EQUIPMENT PROVIDED BY THE OWNER.

18. INTERIOR CONTRACT DOCUMENTS HOLD PRECEDENCE OVER ENGINEER DOCUMENTS FOR LOCATIONS, MOUNTING HEIGHTS, ETC. IF THERE IS A CONFLICT BETWEEN DOCUMENTS, THE CONTRACTOR IS TO NOTIFY THE

ARCHITECT IMMEDIATELY FOR DIRECTION.

REFERENCED CODES

INDEX OF DRAWINGSGENERAL NOTES:

INTERNATIONAL BUILDING CODE (IBC): 2018 EDITION WITH GA AMENDMENTS.

NATIONAL ELECTRIC CODE (NEC): 2020 EDITION

INTERNATIONAL FUEL GAS CODE (IFGC): 2018 EDITION WITH GA AMENDMENT.

INTERNATIONAL MECHANICAL CODE (IMC): 2018 EDITION WITH GA AMENDMENTS

INTERNATIONAL PLUMBING CODE (IPC): 2018 EDITION WITH GA AMENDMENTS

INTERNATIONAL ENERGY CONSERVATION CODE (IECC): 2015 EDITION WITH GA SUPPLEMENTS AND AMENDMENTS

INTERNATIONAL FIRE CODE (IFC): 2018 EDITION

GEORGIA ACCESSIBILITY CODE - GAC 120-3-20 - 2015 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION 101 LIFE SAFETY CODE (LSC): 2018 EDITION

U.S. DEPT. OF JUSTICE A.D.A. STANDARDS FOR ACCESSIBLE DESIGN (ADA): 2010 EDITION

CHAPTER 120-3-3 RULES AND REGULATIONS FOR THE STATE MIN. FIRE STANDARDS IN GA

PROJECT TEAM:

Owner

CLAYTON COUNTY LIBRARY SYSTEM

6131 RIVERRDALE ROAD

ATLANTA, GA 30349

ATTN: SCOTT PARHAM

EMAIL:

SCOTT.PARHAM@CLAYTONCOUNTYGA.GOV

Headquarters Library

865 BATTLE CREEK ROAD

JONESBORO, GA 30236

PHONE: (770) 473-3850

Architect

GARDNER SPENCER SMITH TENCH JARBEAU

ARCHITECTS

50 HURT PLAZA SE, SUITE 1100

ATLANTA, GA 30303-1800

ATTN: KEITH SOLOMON

PHONE: (404) 522-8805 EXT. 4

EMAIL: KSOLOMON@GSSTJ.COM

Civil/ Survey Planners & Engineers Collaborative

LAND PLANNING + LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING + ARBORISTS + SURVEYING

& CONSTRUCTION + WATER RESOURCES

350 RESEARCH COURT STE 200 PEACHTREE

CORNERS, GA 3 P0:0 �79270� 451-2741

ATTN: Jason P. Baines, P.E., S.E.

PHONE: (404) 771-9106

Structural Engineer

GOODMAN GIANNAVOLA

HINES ENGINEERS

311 14TH STREET

SUITE 2

ATLANTA, GA 30318

GGENGINEERS.COM

Mep Engineer

HAMMOND ENGINEERING, INC

CONSULTING ENGINEERS

6961 PEACHTREE INDUSTRIAL BLVD. #208

NORCROSS, GEORGIA, 30092

TEL: (678)292-6937

NATHANIEL D. HAMMOND P.E.

MECHANICAL/ELECTRICAL ENGINEERS

ADDITION

YES

OCCUPANCY CLASSIFICATION

OCCUPANCY GROUP: ASSEMBLY A-3 - IBC 2018

TYPE OF CONSTRUCTION

CONSTRUCTION CLASSIFICATION

TYPE V-B - IBC 2018, TYPE V(000) - NFPA 101 2018

SPRINKLERED (YES OR NO)

BUILDING AREA

TOTAL ENCLOSED BUILDING

AREA (NEW + EXISTING) 15508 S.F.

1NUMBER OF STORIES:

BUILDING HEIGHT

BUILDING HEIGHT (FT.):

SCOPE OF BUILDING PERMIT - [X] APPLICABLE BOX

OCCUPANCY LOAD: NEW ADDITION = 182

NEW ADDITION 3576 S.F.

22'-0"

ASSEMBLY - NFPA 101 2018

NOTESSYMBOLS LEGEND

Revisions

No. Date Description 8/29/25 Issued for Permit

2 3/6/26 Revision 2

EXISTING BUILDING = 207 PERSONS

TOTAL = 389 PERSONS

NEW EXTERIOR CANOPY & RAMP 833 S.F.

EXISTING BUILDING 11482 S.F.

VICINITY MAP

SITE

NO. SHEET BID ISSUE

GENERAL

G0.00 TITLE SHEET 03/06/26

LS0.1 LIFE SAFETY PLAN 08/29/25

CIVIL

C0.00 CIVIL COVER SHEET 06/20/25

C1.00 BOUNDARY & TOPOGRAPHIC SURVEY 10/23/24

C1.01 BOUNDARY & TOPOGRAPHIC SURVEY 10/23/24

C2.00 CIVIL DEMOLITION PLAN 06/20/25

C3.00 CIVIL SITE PLAN 03/26/26

C4.00 GRADING AND EROSION PLAN 06/20/25

C4.01 SCALED GRADING AND EROSION PLAN 06/20/25

C5.00 UTILITY PLAN 06/20/25

C7.00 PIPE PROFILES 06/20/25

C9.00 EROSION & SEDIMENT CONTROL DETAILS 06/20/25

C9.01 CONSTRUCTION DETAILS 02/11/26

ARCHITECTURAL

A0.01 CODE ANALYSIS 08/29/25

A0.60 PARTITION DETAILS 08/29/25

A0.62 WALL DETAILS 08/29/25

A1.11 OVERALL FLOOR PLAN 08/29/25

A1.20 DIMENSION PLAN - ADDITION 03/06/26

A1.31 REFLECTED CEILING PLAN - ADDITION 08/29/25

A1.40 ROOF PLAN 08/29/25

A1.50 ENLARGED FLOOR PLAN - ADDITION 08/29/25

A1.60 ENLARGED PLANS - TOILETS 03/06/26

A1.61 INTERIOR ELEVATIONS - TOILETS 08/29/25

A2.00 EXTERIOR ELEVATIONS 03/06/26

A2.01 BUILDING SECTION 08/29/25

A3.00 WALL SECTIONS 08/29/25

A3.50 SECTION DETAILS - ROOF & PARAPET 11/20/25

A3.51 PLAN & SECTION - RAMP & STAIRS 08/29/25

A4.00 DOOR & WINDOW SECHEDULE & ELEVATIONS 08/29/25

A4.30 HEAD, JAMB & SILL DETAILS 08/29/25

A5.00 INTERIOR FINISH PLAN, SCHEDULE, & NOTES 11/20/25

A6.00 INTERIOR ELEVATIONS 08/29/25

A7.00 INTERIOR DETAILS - CASEWORK 08/29/25

STRUCTURAL

S0.10 GENERAL NOTES 03/06/26

S1.10 PLANS 06/23/25

S2.10 FOUNDATION SECTIONS & DETAILS 06/23/25

S3.10 SECTIONS & DETAILS 06/23/25

S4.10 FRAME ELEVATIONS & DETAILS 06/23/25

MECHANICAL

M0.01 MECHANICAL GENERAL NOTES & LEGEND 06/10/25

M0.02 MECHANICAL SCHEDULES, CONTROLS, & SPECIFICATIONS 11/20/25

M1.10 MECHANICAL FLOOR PLAN 06/10/25

M1.20 MECHANICAL ROOF PLAN 06/10/25

M5.00 MECHANICAL DETAILS 06/10/25

ELECTRICAL

E0.01 ELECTRICAL GENERAL NOTES, LEGEND, & DESIGN INTENT 06/10/25

E0.02A HILTI FIRE STOP DETAILS 06/10/25

E0.02B HILTI FIRE STOP DETAILS 06/10/25

E0.02C HILTI FIRE STOP DETAILS 06/10/25

E0.02D HILTI FIRE STOP DETAILS 06/10/25

E0.02E HILTI FIRE STOP DETAILS 06/10/25

E0.03 LIGHTING FIXTURE SCHEDULE 03/06/26

E1.00 ELECTRICAL SITE PLAN 06/10/25

E1.10 ELECTRICAL FLOOR POWER PLAN 03/06/26

E1.20 ELECTRICAL ROOF POWER PLAN 06/10/25

E1.30 ELECTRICAL LIGHTING CEILING PLAN 06/10/25

E6.00 ELECTRICAL RISER DIAGRAM 11/20/25

PLUMBING

P0.01 PLUMBING GENERAL NOTES, LEGEND, AND DESIGN LEGEND 11/20/25

P0.02 PLUMBING DETAILS 11/20/25

P1.10 FLOOR PLAN - PLUMBING DRAINAGE 11/20/25

P1.20 FLOOR PLAN - PLUMBING DOMESTIC WATER 11/20/25

P1.30 ROOF PLAN - PLUMBING 11/20/25

P1.40 ISOMETRIC RISER - PLUMBING DOMESTIC WATER 11/20/25

P1.41 ISOMETRIC RISER - PLUMBING DRAINAGE 11/20/25

FIRE PROTECTION

FP0.01 FIRE PROTECTION GENERAL NOTES, LEGEND, & DESIGN INTENT 11/20/25

FP1.10 FLOOR PLAN - FIRE PROTECTION 11/20/25

FP1.11 FIRE PROTECTION FLOOR PLAN - EXISTING BUILDING 06/10/25

LIFE SAFETY LEGEND

ONE HOUR RATED PARTITION TO STRUCTURE

ONE HOUR RATED CMU PARTITION TO STRUCTURE

SINGLE FACED EXIT SIGN

DOUBLE FACED EXIT SIGN WITH ARROWS

TRAVEL PATH

MAXIMUM TRAVEL PATH FOR SPRINKLERED

ASSEMBLY OCCUPANCY = 250'-0" (PER NFPA 101

12.2.6.2)

WALL MOUNTED FIRE EXTINGUISHER

SEMI-RECESSED FIRE EXTINGUISHER CABINET

DOOR CAPACITY

ROOM OCCUPANT LOAD

NUMBER OF OCCUPANTS USING EXIT DOOR

F.E.

F.E.C.

TOTAL EXIT WIDTH REQUIRED: 125 OCCUPANTS X 0.2" PER

PERSON = 25"

TOTAL EXIT WIDTH PROVIDED: (33.25" PER SINGLE DOOR X 8

DOORS) = 266"

ø 5' - 0" ø 5' - 0"

EXISTING

ELECTRICAL TRANSFORMER

EXISTING

ELECTRICAL METER

EXISTING BOLLARDS

EXISTING UTILITY

METER

EXISTING CURTAIN WALLEXISTING CURTAIN WALL EXISTING CURTAIN WALL

STOR

STOR.

NSF OCC/SF OCC

/ =45

JAN

RAMP

67' - 2" 15 sec

73' - 1" 17 sec

53' - 5" 12 sec

66.5"

33.25"

33.25"166

TEENS / MAKER

ROOM

MEETING ROOM

STOR.#2

STOR.#1

MENS

WOMENS

MECH.

HALL

332 166

166166

EXIST.

PERIODICAL/ PC

RESEARCH

EXIST. REFERENCE

COLLECTION

EXIST. ADULT

COLLECTION

EXIST. CHILDREN'S

COLLECTION

EXIST. WOMENS

EXIST. MENS RR

EXIST. CHILDRENS

STO.

EXIST. STO. C

EXIST. BREAK

EXIST. LOBBY

EXIST.

CIRCULATION

WORK AREA

EXIST. MECH &

ELEC.

EXIST. STAFF

LOUNGE

EXIST. STO. B

EXIST. BRANCH

MGR.

EXIST. STO. A

EXIST. LOCKERS

EXIST. STAFF RR

EXIST. VEST

EXIST.

MULTIPURPOSE

ROOM

EXIST. OPEN

READING AREA

166 166

0 0

1 1

FEC

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

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N O

D O

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PROJECT

NO.

SHEET

TITLE

SHEET

NO.

RELEASED FOR CONSTRUCTION

RIVERDALE

LIBRARY

ADDITION

24105

LIFE SAFETY PLAN

LS0.1

420 Valley Hill Rd, Riverdale, GA 30274

1/4" = 1'-0"1 LIFE SAFETY PLAN1

OCCUPANCY & CLASSIFICATION AREAS

OCCUPANCY GROUP ASSEMBLY

(A-3)

CALCULATED OCCUPANT LOAD

FIRST FLOOR AREA 15,058 SF

TOTAL BUILDING FLOOR AREA 15,058 SF

EXISTING LIBRARY 208

ADDITION 182

Revisions

No. Date Description 8/29/25 Issued for Permit

OCCUPANCY SCHEDULE

Number Name Area Occupancy Occupant Load

Factor No.

Occupants

000 EXIST. LOBBY 232 SF ASSEMBLY 15 16

001 EXIST. MULTIPURPOSE ROOM 662 SF ASSEMBLY 15 45

002 EXIST. MENS RR 175 SF N/A

004 EXIST. BREAK 36 SF STORAGE 300 1

005 EXIST. STO. C 49 SF STORAGE 300 1

006 EXIST. CHILDRENS STO. 74 SF STORAGE 300 1

007 EXIST. WOMENS RR 226 SF N/A

008 EXIST. BRANCH MGR. 131 SF BUSINESS 150 1

009 EXIST. STO. B 70 SF STORAGE 300 1

010 EXIST. MECH & ELEC. 258 SF STORAGE 300 1

011 EXIST. CIRCULATION WORK AREA 378 SF BUSINESS 150 3

012 EXIST. OPEN READING AREA 2953 SF READING

ROOM

50 60

013 EXIST. STO. A 137 SF STORAGE 300 1

014 EXIST. STAFF LOUNGE 244 SF BUSINESS 150 2

015 EXIST. VEST 37 SF BUSINESS 150 1

016 EXIST. STAFF RR 33 SF N/A

017 EXIST. LOCKERS 38 SF STORAGE 300 1

018 EXIST. REFERENCE COLLECTION 368 SF READING

ROOM

50 8

019 EXIST. PERIODICAL/ PC RESEARCH 1192 SF READING

ROOM

50 24

020 EXIST. ADULT COLLECTION 2163 SF STACKS 100 22

021 EXIST. CHILDREN'S COLLECTION 1831 SF STACKS 100 19

100 TEENS / MAKER ROOM 911 SF ASSEMBLY 15 61

101 STOR 36 SF STORAGE 300 1

102 STOR. 38 SF STORAGE 300 1

103 MEETING ROOM 1181 SF ASSEMBLY 15 79

104 STOR.#2 112 SF STORAGE 300 1

105 JAN 45 SF STORAGE 300 1

106 WOMENS 234 SF N/A

107 MENS 200 SF N/A

108 STOR.#1 45 SF STORAGE 300 1

109 MECH. 44 SF STORAGE 300 1

110 HALL 529 SF ASSEMBLY 15 36

Grand total 390

SHEET INDEX

SHEET NO. SHEET NAME

C0.00 COVER SHEET

SURV BOUNDARY AND TOPOGRAPHIC SURVEY

C2.00 DEMOLITION PLAN

C3.00 SITE PLAN

C4.00 GRADING AND EROSION PLAN

C4.01 SCALED GRADING PLAN

C5.00 UTILITY PLAN

C7.00 PIPE PROFILES

C9.00 EROSION & SEDIMENT CONTROL DETAILS

C9.01 CONSTRUCTION DETAILS

RIVERDALE LIBRARY EXPANSION

420 VALLEY HILL RD

RIVERDALE, GA 30274

FOR

GARDNER SPENCER SMITH TENCH & JARBEAU, P.C.

3340 PEACHTREE RD NE,SUITE 1800

ATLANTA, GA 30326

PHONE: 404.522.8805

PREPARED BY:

CONTACT INFORMATION:

ENGINEER: MATTHEW E KACZENSKI, P.E.

PLANNERS AND ENGINEERS

COLLABORATIVE

ADDRESS: 350 RESEARCH COURT

PEACHTREE CORNERS,

GEORGIA 30092

PHONE: 770.451.2741

EMAIL: MKACZENSKI@PEC.PLUS

DEVELOPMENT SERVICES PERMITTING DISCLAIMER:

THE APPROVAL OF THESE PLANS AND THE ISSUANCE OF THIS LAND DISTURBANCE PERMIT DOES NOT IN ANY WAY SUGGEST THAT ALL OTHER REQUIREMENTS FOR THE LEGAL OR APPROPRIATE OPERATIONS FOR THIS ACTIVITY, WHICH MAY REQUIRE ADDITIONAL PERMITTING, HAVE BEEN MET. THE ONUS IS ON THE OWNER/DEVELOPER/BUILDER TO DISCOVER WHAT ADDITIONAL PERMITTING OR APPROVALS MAY BE NECESSARY TO OPERATE FROM THIS POINT IN AN APPROPRIATE AND LEGAL MANNER. PLAN APPROVAL OR PERMIT ISSUANCE DOES NOT ABSOLVE THE APPLICANT FROM COMPLYING WITH ALL APPLICABLE LAWS, POLICIES, STANDARDS OR OTHER PERMITS WHICH MAY BE REQUIRED FOR THIS PROJECT.

OWNER: JOSEPH GARDNER

GARDNER SPENCER SMITH TENCH & JARBEAU, P.C.

ADDRESS: 3340 PEACHTREE RD NE,

SUITE 1800

ATLANTA, GA 30326

PHONE: 404.522.8805

EMAIL: JGARDNER@GSSTJ.COM

1. PRIOR TO LAND DISTURBING AND/OR CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE AREA EROSION CONTROL / SITE DEVELOPMENT INSPECTOR.

2. IF THE CONTRACTOR, DURING THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.

3. THE EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PREPARED FROM THE INFORMATION AVAILABLE TO THE ENGINEER AND MAY NOT BE ACCURATE TO EXTENT OR LOCATIONS, PRIOR TO BEGINNING ANY WORK, THE

CONTRACTOR SHALL NOTIFY UTILITIES AND THEN MARK OR REMARK THEIR FACILITIES.

4. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING VEGETATION WHICH DOES NOT UNREASONABLY

INTERFERE WITH CONSTRUCTION.

5. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCH MARKS, REFERENCE POINTS AND STAKES.

6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES FOR EXECUTION OF ALL MATERIALS. THE EXECUTION OF THE WORK SHALL BE IN ACCORDANCE WITH THE STATE AND LOCAL CODES, RULES, AND

REGULATIONS.

7. TESTING SHALL BE DONE BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

8. SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR THE SAFETY OF PERSONNEL. SHORING SHALL BE IN ACCORDANCE WITH SECTION 7 OF THE MANUAL OF ACCIDENT PROTECTION IN CONSTRUCTION AS PUBLISHED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA, OSHA, AND THE LOCAL

REGULATIONS.

9. ANY AND ALL WALLS SHOWN HEREIN ARE FOR LAYOUT PURPOSES ONLY. WALL STRUCTURAL DESIGN, DETAILS, CALCULATIONS, APPROVALS, PERMITS, FEES, INSPECTIONS AND CERTIFICATIONS REQUIRED BY THE GOVERNING AUTHORITY SHALL BE PROVIDED BY OTHERS. CONTRACTOR SHALL INSTALL FALL PROTECTION RAIL SYSTEM(s) FOR ALL WALLS 30 INCHES IN HEIGHT OR GREATER UNLESS OTHERWISE SPECIFIED BY STATE AND/OR LOCAL CODES, RULES, OR REGULATIONS. FALL PROTECTION RAIL SYSTEM(s) SHALL BE IN ACCORDANCE WITH OSHA STANDARD

1926, SUBPART M - FALL PROTECTION.

10. ALL STAIRWAYS HAVING MORE THAN THREE (3) RISERS ABOVE A FLOOR OR GRADE SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAN 34 INCHES (34") NOR MORE THAN 38 INCHES (38") ABOVE THE LEADING EDGE OF A TREAD. EXCEPTION: HANDRAILS THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES (42") HIGH.

11. ALL WALL TOPS TO BE SIX INCHES (6") ABOVE GRADE UNLESS OTHERWISE NOTED.

12. MAXIMUM CUT OR FILL SLOPE IS 2H:1V UNLESS OTHERWISE SPECIFIED. SLOPES EQUAL TO OR STEEPER THAN 2.5H:1V AND WITH A HEIGHT OF 10' OR GREATER SHALL BE STABILIZED WITH APPROPRIATE MATTING OR BLANKETS.

1. TOTAL ONSITE AREA: 2.383 ACRES / TOTAL AREA DISTURBED 0.63 ACRES / TOTAL IMPERVIOUS AREA 4750 SF OR .11

ACRES.

2. BOUNDARY & TOPOGRAPHIC INFORMATION PROVIDED BY PLANNERS & ENGINEERS COLLABORATIVE, DATED 10/23/2024.

3. THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR CLAYTON COUNTY, GEORGIA AND INCORPORATED AREAS, COMMUNITY PANEL NUMBER(S) 13063C0059F, EFFECTIVE DATE 12/18/2024 WAS EXAMINED AND NO PORTION OF THE PROPERTY SHOWN HEREIN WAS FOUND TO FALL WITHIN A DESIGNATED FLOOD ZONE "A" (AREAS OF 100-YEAR FLOOD) OR SPECIAL FLOOD HAZARD ZONE (AREAS OF 500-YEAR FLOOD).

4. THERE ARE NO STATE WATERS LOCATED ON OR WITHIN 200 FEET OF THE SITE.

5. THERE ARE NO KNOWN WETLANDS ON THIS SITE

6. THE ORTHOMETRIC HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE DETERMINED BY A COMBINATION OF FIELD RUN SURVEY BY PLANNERS & ENGINEERS COLLABORATIVE, DATED 10/23/2024 AND CLAYTON COUNTY GIS.

24 HOUR CONTACT:

JOSEPH GARDNER @ 404.281.5251

ADDRESS:

SITE AREA:

ZONING:

DISTRICT:

LAND LOT:

FEMA FIRM MAP

FEMA FIRM PANEL NO.:13063C0059F

NOT TO SCALE

420 VALLEY HILL RD

RIVERDALE, GA 30274

2.383 AC

GENERAL NOTES:

SITE INFORMATION

SITE DATA

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

24221.00 06/20/2025

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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 es t.

P la nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

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 COMMENTS1 XXX-XX-XX

GARDNER SPENCER SMITH

TENCH & JARBEAU, P.C.

3340 PEACHTREE RD NE,

SUITE 1800

ATLANTA, GA 30326

P: 404.522.8805

RIVERDALE

LIBRARY

EXPANSION

AN EXPANSION DEVELOPMENT

420 VALLEY HILL RD

RIVERDALE, GA 30274

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

PRELIMINARY

NOT TO BE RELEASED FOR CONSTRUCTION

SITE LOCATION MAP

NOT TO SCALE

SITE LOCATION

(V A

T O

F W

A Y)

LAMAR HUTCHESON PARKWAY

(VARIABLE PUBLIC RIGHT OF WAY)

Know what's below.

before you dig.Call

SHEET 1 OF 2

STRUCTURE LEGENDABBREVIATIONS

LINETYPES

S u\

D ra w in gs \2

- B T

S U

R V

E Y

.d w g

- M

S ol od ki i -

A M 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.

REVISIONS

Planners & Engineers Collaborative+

350 RESEARCH COURT PEACHTREE CORNERS, GEORGIA 30092

(770)451-2741 WWW.PEC.PLUS

C.O.A.-LSF000004

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

GARDNER SPENCER SMITH TENCH & JARBEAU, P.C.

420 VALLEY HILL ROAD, RIVERDALE, GEORGIA

AutoCAD SHX Text

HW TOP=894.03 I.E.=890.25

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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SIDEWALK

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SIDEWALK

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SIDEWALK

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GATE

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OVERHANG

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VINIL RAIL FENCE

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WOOD FENCE

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FFE=901.04

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AutoCAD SHX Text 901.4

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AutoCAD SHX Text 892.7

AutoCAD SHX Text 893.5

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AutoCAD SHX Text 891.0

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GW X2

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ICV

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TSIGB

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TSIGP

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SIDEWALK

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6 PRIVACY FENCE (PLYWOOD?)

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AutoCAD SHX Text N/F RIVERDALE LEASED HOUSING ASSOCIATES II, LLLP TAX PARCEL ID: 13150D A003 DB 11228 PG 436

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APPROXIMATE LOCATION OF GEORGIA POWER EASEMENT PER DB 5876 PG 173

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SWCB

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8"HW

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8"HW

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8"HW

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8"HW

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8"HW

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8"HW

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18"CMP

AutoCAD SHX Text 0.8'x0.8' WEIR I.E.=890.09

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18"CMP

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HW TOP=893.81 I.E.=891.21

AutoCAD SHX Text N/F STATE ROAD AND TOLLWAY AUTHORITY TAX PARCEL ID: 13150D A024 DB 2390 PG 235 & 236 DB 2318 PG 20 DB 1710 PG 37

AutoCAD SHX Text N/F STATE ROAD AND TOLLWAY AUTHORITY TAX PARCEL ID: 13150D A002 DB 2390 PG 235 & 236

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IPF 1/8" REBAR

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RWM

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RWM SLIGHTLY DISTURBED

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TRANSFORMER PAD

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8"HW

AutoCAD SHX Text 24"C&G

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AutoCAD SHX Text 24"C&G

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WALL

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WOOD FENCE

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CONCRETE PAD

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FOMRK

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AREA 2.383 ACRES 103,810 SQ.FT.

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2 STORY GLASS/PANEL BUILDING 12,508 SQ.FT.

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SIDEWALK

AutoCAD SHX Text 24"C&G

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18"CMP

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FOUND AXLE N: 1,298,747.2 E: 2,224,240.7

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8"PVC

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(APP.D.)

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8"PVC

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(APP.D.)

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8"DIP

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(APP.D.)

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SSMH TOP=896.58 I.E.(I)=888.08 I.E.(O)=887.88

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SSMH TOP=897.09 I.E.(I)=886.29 (SE) I.E.(I)=885.49 (NW) I.E.(O)=883.79

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8"DIP

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CI TOP=902.84 I.E.(O)=896.84

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DI TOP=899.23 I.E.(I)=893.33 I.E.(O)=893.23

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CI TOP=894.34 (FULL OF DEBRIS)

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24"RCP

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24"RCP

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24"RCP

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18"CMP

AutoCAD SHX Text SWCB TOP=885.86 I.E.(I)=881.16 (NE) I.E.(I)=881.36 (SE) I.E.(I)=881.56 (NW) I.E.(O)=881.06

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SWCB TOP=887.79

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JB TOP=892.73 I.E.(I)=888.63 I.E.(O)=888.53

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18"CMP

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18"RCP

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SWCB TOP=896.77 I.E.(I)=891.27 (SE) I.E.(I)=891.07 (NE) I.E.(O)=890.97

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SWCB TOP=902.08 I.E.(I)=896.28 I.E.(O)=895.38

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18"RCP

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SWCB TOP=906.06 I.E.(I)=897.56 I.E.(O)=897.46

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18"RCP

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SWCB TOP=908.72 I.E.(I)=898.02 I.E.(O)=897.92

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18"RCP

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SWCB TOP=883.74 I.E.(I)=879.04 I.E.(O)=878.84

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JB TOP=883.23 I.E.(I)=878.23 I.E.(O)=878.03

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24"RCP

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24"RCP

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GEORGIA WEST ZONE

AutoCAD SHX Text Electric Meter

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Guy Wire

AutoCAD SHX Text

BOL

AutoCAD SHX Text Bollard

AutoCAD SHX Text Telephone Terminal Box

AutoCAD SHX Text Mailbox

AutoCAD SHX Text

RWM

AutoCAD SHX Text Right-of-Way Monument Found

AutoCAD SHX Text Benchmark

AutoCAD SHX Text Air Condition Unit

AutoCAD SHX Text

AutoCAD SHX Text Transformer

AutoCAD SHX Text Storm Structure Lid

AutoCAD SHX Text Sanitary Sewer Manhole

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Street Sign

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Street Light/Light Pole

AutoCAD SHX Text Power Pole/Utility Pole

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STORM / DRAINAGE

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SEWER

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WATER

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PROPERTY MONUMENTS

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ELECTRIC/POWER

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TELEPHONE

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GAS

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IPS

AutoCAD SHX Text Iron Pin Set

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IPF

AutoCAD SHX Text Iron Pin Found (Rebar found)

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PKS

AutoCAD SHX Text PK Nail Set

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SITE / TOPOGRAPHIC FEATURES

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AutoCAD SHX Text Catch Basin

AutoCAD SHX Text Weir Inlet

AutoCAD SHX Text Head Wall

AutoCAD SHX Text Double Wing Catch Basin

AutoCAD SHX Text Single Wing Catch Basin

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AutoCAD SHX Text Polyvinyl Chloride Pipe

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PVC

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FES

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AutoCAD SHX Text Plat Book

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POC

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SSE

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OTP

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POB

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AutoCAD SHX Text Open Top Pipe

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IPF

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FFE

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ESMT

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CMP

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AutoCAD SHX Text Iron Pin Found

AutoCAD SHX Text Iron Pin Set

AutoCAD SHX Text Curb and Gutter

AutoCAD SHX Text Corrugated Metal Pipe

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APPROX.

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AutoCAD SHX Text Invert Elevation

AutoCAD SHX Text W.D.F.

AutoCAD SHX Text Wood Fence

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AutoCAD SHX Text Vitrified Clay Pipe

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VCP

AutoCAD SHX Text Corrugated Plastic Pipe

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CPP

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HDR

AutoCAD SHX Text Hand Rail

AutoCAD SHX Text 1/2" Rebar

AutoCAD SHX Text #4

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SSMH

AutoCAD SHX Text Sanitary Sewer Manhole

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PKS

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PKF

AutoCAD SHX Text PK Nail Set

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ICV

AutoCAD SHX Text Irrigation Control Valve

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EPP

AutoCAD SHX Text Electric Power Pole

AutoCAD SHX Text Fire Hydrant

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RWM

AutoCAD SHX Text Right of Way Monument

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RBC

AutoCAD SHX Text Rebar Capped

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CLF

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Guy Wire

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EPAN

AutoCAD SHX Text Electric Panel

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EOP

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Flag Pole

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FLGP

AutoCAD SHX Text H.W.

AutoCAD SHX Text Hard Wood

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AutoCAD SHX Text Headwall

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TRAN

AutoCAD SHX Text Transformer

AutoCAD SHX Text Curb Inlet

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TRAFFIC

AutoCAD SHX Text Traffic & Crosswalk Signal Pole

AutoCAD SHX Text

AutoCAD SHX Text Traffic Signal Loop Control Box

AutoCAD SHX Text Fiber Optic Marker

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FIBER OPTIC

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TTB

AutoCAD SHX Text Telephone Terminal Box

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USTR

AutoCAD SHX Text Utility Structure

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AutoCAD SHX Text Crosswalk Signal Pole

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TSIGP

AutoCAD SHX Text Traffic Signal Pole

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TSIGB

AutoCAD SHX Text Traffic Signal Loop Control Box

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OCS

AutoCAD SHX Text Outlet Control Structure

AutoCAD SHX Text Fiber Optic Marker

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FOMRK

AutoCAD SHX Text Crimp Top Pipe

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CTP

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MISCELLANEOUS UTILITIES

AutoCAD SHX Text Utility Structure

AutoCAD SHX Text U

AutoCAD SHX Text Adjacent Property

AutoCAD SHX Text Barb Wire Fence

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AutoCAD SHX Text Woven Wire Fence

AutoCAD SHX Text Chain link fence

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EXISTING UNDERGROUND

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EXISTING OVERHEAD

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AutoCAD SHX Text Electric

AutoCAD SHX Text Telecommunications

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FENCE LINES

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PROPERTY

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AutoCAD SHX Text Storm Drainage Line

AutoCAD SHX Text Center of Creek

AutoCAD SHX Text Television

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AutoCAD SHX Text Fiber Optic

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SS >

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DRAWN BY:

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CHECKED BY:

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FILE NO.:

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DATE:

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DATE OF FIELD WORK:

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LAND LOT(S)

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DISTRICT

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COUNTY

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REV

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DATE

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DESCRIPTION

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SCALE:

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JNH

AutoCAD SHX Text 24221.00

AutoCAD SHX Text 10/23/24

AutoCAD SHX Text 10/21/24

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GEORGIA

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CLAYTON

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13TH

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CITY OF RIVERDALE

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BOUNDARY AND TOPOGRAPHIC SURVEY

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FOR

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AutoCAD SHX Text 1" = 30'

SITE MAP (NTS)

SITE

Know what's below.

before you dig.Call

SHEET 2 OF 2

S u\

D ra w in gs \2

- B T

S U

R V

E Y

.d w g

- M

S ol od ki i -

A M 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.

REVISIONS

Planners & Engineers Collaborative+

350 RESEARCH COURT PEACHTREE CORNERS, GEORGIA 30092

(770)451-2741 WWW.PEC.PLUS

C.O.A.-LSF000004

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

GARDNER SPENCER SMITH TENCH & JARBEAU, P.C.

420 VALLEY HILL ROAD, RIVERDALE, GEORGIA

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1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY HAVE BEEN LOCATED FROM FIELD SURVEY HAVE BEEN LOCATED FROM FIELD SURVEY BEEN LOCATED FROM FIELD SURVEY BEEN LOCATED FROM FIELD SURVEY LOCATED FROM FIELD SURVEY LOCATED FROM FIELD SURVEY FROM FIELD SURVEY FROM FIELD SURVEY FIELD SURVEY FIELD SURVEY SURVEY SURVEY INFORMATION AND EXISTING DRAWINGS AND UTILITY REPORT DATED NOVEMBER 7, AND EXISTING DRAWINGS AND UTILITY REPORT DATED NOVEMBER 7, AND EXISTING DRAWINGS AND UTILITY REPORT DATED NOVEMBER 7, EXISTING DRAWINGS AND UTILITY REPORT DATED NOVEMBER 7, EXISTING DRAWINGS AND UTILITY REPORT DATED NOVEMBER 7, DRAWINGS AND UTILITY REPORT DATED NOVEMBER 7, DRAWINGS AND UTILITY REPORT DATED NOVEMBER 7, AND UTILITY REPORT DATED NOVEMBER 7, AND UTILITY REPORT DATED NOVEMBER 7, UTILITY REPORT DATED NOVEMBER 7, UTILITY REPORT DATED NOVEMBER 7, REPORT DATED NOVEMBER 7, REPORT DATED NOVEMBER 7, DATED NOVEMBER 7, DATED NOVEMBER 7, NOVEMBER 7, NOVEMBER 7, 7, 7, 2024, PREPARED BY GROUNDHAWK SUBTERRANEAN INTELLIGENCE COMPANY, PREPARED BY GROUNDHAWK SUBTERRANEAN INTELLIGENCE COMPANY, PREPARED BY GROUNDHAWK SUBTERRANEAN INTELLIGENCE COMPANY, BY GROUNDHAWK SUBTERRANEAN INTELLIGENCE COMPANY, BY GROUNDHAWK SUBTERRANEAN INTELLIGENCE COMPANY, GROUNDHAWK SUBTERRANEAN INTELLIGENCE COMPANY, GROUNDHAWK SUBTERRANEAN INTELLIGENCE COMPANY, SUBTERRANEAN INTELLIGENCE COMPANY, SUBTERRANEAN INTELLIGENCE COMPANY, INTELLIGENCE COMPANY, INTELLIGENCE COMPANY, COMPANY, COMPANY, PREPARED FOR PEC PLUS. THIS SURVEYOR MAKES NO GUARANTEE THAT THE FOR PEC PLUS. THIS SURVEYOR MAKES NO GUARANTEE THAT THE FOR PEC PLUS. THIS SURVEYOR MAKES NO GUARANTEE THAT THE PEC PLUS. THIS SURVEYOR MAKES NO GUARANTEE THAT THE PEC PLUS. THIS SURVEYOR MAKES NO GUARANTEE THAT THE PLUS. THIS SURVEYOR MAKES NO GUARANTEE THAT THE PLUS. THIS SURVEYOR MAKES NO GUARANTEE THAT THE THIS SURVEYOR MAKES NO GUARANTEE THAT THE THIS SURVEYOR MAKES NO GUARANTEE THAT THE SURVEYOR MAKES NO GUARANTEE THAT THE SURVEYOR MAKES NO GUARANTEE THAT THE MAKES NO GUARANTEE THAT THE MAKES NO GUARANTEE THAT THE NO GUARANTEE THAT THE NO GUARANTEE THAT THE GUARANTEE THAT THE GUARANTEE THAT THE THAT THE THAT THE THE THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER ALL SUCH UTILITIES IN THE AREA, EITHER ALL SUCH UTILITIES IN THE AREA, EITHER SUCH UTILITIES IN THE AREA, EITHER SUCH UTILITIES IN THE AREA, EITHER UTILITIES IN THE AREA, EITHER UTILITIES IN THE AREA, EITHER IN THE AREA, EITHER IN THE AREA, EITHER THE AREA, EITHER THE AREA, EITHER AREA, EITHER AREA, EITHER EITHER EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE SURVEYOR FURTHER DOES NOT WARRANT THAT SURVEYOR FURTHER DOES NOT WARRANT THAT SURVEYOR FURTHER DOES NOT WARRANT THAT FURTHER DOES NOT WARRANT THAT FURTHER DOES NOT WARRANT THAT DOES NOT WARRANT THAT DOES NOT WARRANT THAT NOT WARRANT THAT NOT WARRANT THAT WARRANT THAT WARRANT THAT THAT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED SHOWN ARE IN THE EXACT LOCATION INDICATED SHOWN ARE IN THE EXACT LOCATION INDICATED ARE IN THE EXACT LOCATION INDICATED ARE IN THE EXACT LOCATION INDICATED IN THE EXACT LOCATION INDICATED IN THE EXACT LOCATION INDICATED THE EXACT LOCATION INDICATED THE EXACT LOCATION INDICATED EXACT LOCATION INDICATED EXACT LOCATION INDICATED LOCATION INDICATED LOCATION INDICATED INDICATED INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS THAT THEY ARE LOCATED AS ACCURATELY AS THAT THEY ARE LOCATED AS ACCURATELY AS THEY ARE LOCATED AS ACCURATELY AS THEY ARE LOCATED AS ACCURATELY AS ARE LOCATED AS ACCURATELY AS ARE LOCATED AS ACCURATELY AS LOCATED AS ACCURATELY AS LOCATED AS ACCURATELY AS AS ACCURATELY AS AS ACCURATELY AS ACCURATELY AS ACCURATELY AS AS AS POSSIBLE FROM INFORMATION SUPPLIED AND TO THE SURVEYOR'S BEST KNOWLEDGE FROM INFORMATION SUPPLIED AND TO THE SURVEYOR'S BEST KNOWLEDGE FROM INFORMATION SUPPLIED AND TO THE SURVEYOR'S BEST KNOWLEDGE INFORMATION SUPPLIED AND TO THE SURVEYOR'S BEST KNOWLEDGE INFORMATION SUPPLIED AND TO THE SURVEYOR'S BEST KNOWLEDGE SUPPLIED AND TO THE SURVEYOR'S BEST KNOWLEDGE SUPPLIED AND TO THE SURVEYOR'S BEST KNOWLEDGE AND TO THE SURVEYOR'S BEST KNOWLEDGE AND TO THE SURVEYOR'S BEST KNOWLEDGE TO THE SURVEYOR'S BEST KNOWLEDGE TO THE SURVEYOR'S BEST KNOWLEDGE THE SURVEYOR'S BEST KNOWLEDGE THE SURVEYOR'S BEST KNOWLEDGE SURVEYOR'S BEST KNOWLEDGE SURVEYOR'S BEST KNOWLEDGE BEST KNOWLEDGE BEST KNOWLEDGE KNOWLEDGE KNOWLEDGE ARE APPROXIMATELY AS SHOWN. THE SURVEYOR HAS NOT PHYSICALLY LOCATED APPROXIMATELY AS SHOWN. THE SURVEYOR HAS NOT PHYSICALLY LOCATED APPROXIMATELY AS SHOWN. THE SURVEYOR HAS NOT PHYSICALLY LOCATED AS SHOWN. THE SURVEYOR HAS NOT PHYSICALLY LOCATED AS SHOWN. THE SURVEYOR HAS NOT PHYSICALLY LOCATED SHOWN. THE SURVEYOR HAS NOT PHYSICALLY LOCATED SHOWN. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE SURVEYOR HAS NOT PHYSICALLY LOCATED SURVEYOR HAS NOT PHYSICALLY LOCATED SURVEYOR HAS NOT PHYSICALLY LOCATED HAS NOT PHYSICALLY LOCATED HAS NOT PHYSICALLY LOCATED NOT PHYSICALLY LOCATED NOT PHYSICALLY LOCATED PHYSICALLY LOCATED PHYSICALLY LOCATED LOCATED LOCATED THE UNDERGROUND UTILITIES. ALL UTILITIES SERVING THE PROPERTY ENTER THROUGH UNDERGROUND UTILITIES. ALL UTILITIES SERVING THE PROPERTY ENTER THROUGH UNDERGROUND UTILITIES. ALL UTILITIES SERVING THE PROPERTY ENTER THROUGH UTILITIES. ALL UTILITIES SERVING THE PROPERTY ENTER THROUGH UTILITIES. ALL UTILITIES SERVING THE PROPERTY ENTER THROUGH ALL UTILITIES SERVING THE PROPERTY ENTER THROUGH ALL UTILITIES SERVING THE PROPERTY ENTER THROUGH UTILITIES SERVING THE PROPERTY ENTER THROUGH UTILITIES SERVING THE PROPERTY ENTER THROUGH SERVING THE PROPERTY ENTER THROUGH SERVING THE PROPERTY ENTER THROUGH THE PROPERTY ENTER THROUGH THE PROPERTY ENTER THROUGH PROPERTY ENTER THROUGH PROPERTY ENTER THROUGH ENTER THROUGH ENTER THROUGH THROUGH THROUGH ADJOINING PUBLIC STREETS AND/OR EASEMENTS OF RECORD. 2. I HAVE EXAMINED THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR CLAYTON COUNTY, GEORGIA AND INCORPORATED AREAS, COMMUNITY PANEL NUMBER 13063C0059F, PANEL 59 OF 205, EFFECTIVE DATE JUNE 7, 2017 AND FOUND NO PORTION OF THE PROPERTY SHOWN HEREON TO FALL WITHIN A DESIGNATED FLOOD ZONE "A" (AREAS OF 100 YEAR FLOOD). THE PROPERTY SHOWN HEREON TO FALL WITHIN A DESIGNATED FLOOD ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD. 3. THE ORTHOMETRIC HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE THE ORTHOMETRIC HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE THE ORTHOMETRIC HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE ORTHOMETRIC HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE ORTHOMETRIC HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE HEIGHTS (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE (ELEVATIONS AND CONTOURS) SHOWN HEREON WERE AND CONTOURS) SHOWN HEREON WERE AND CONTOURS) SHOWN HEREON WERE CONTOURS) SHOWN HEREON WERE CONTOURS) SHOWN HEREON WERE SHOWN HEREON WERE SHOWN HEREON WERE HEREON WERE HEREON WERE WERE WERE DETERMINED BY GPS OBSERVATIONS AND WERE ADJUSTED BY PLANNERS AND BY GPS OBSERVATIONS AND WERE ADJUSTED BY PLANNERS AND BY GPS OBSERVATIONS AND WERE ADJUSTED BY PLANNERS AND GPS OBSERVATIONS AND WERE ADJUSTED BY PLANNERS AND GPS OBSERVATIONS AND WERE ADJUSTED BY PLANNERS AND OBSERVATIONS AND WERE ADJUSTED BY PLANNERS AND OBSERVATIONS AND WERE ADJUSTED BY PLANNERS AND AND WERE ADJUSTED BY PLANNERS AND AND WERE ADJUSTED BY PLANNERS AND WERE ADJUSTED BY PLANNERS AND WERE ADJUSTED BY PLANNERS AND ADJUSTED BY PLANNERS AND ADJUSTED BY PLANNERS AND BY PLANNERS AND BY PLANNERS AND PLANNERS AND PLANNERS AND AND AND ENGINEERS COLLABORATIVE IN OCTOBER 2024. NORTH AMERICAN DATUM OF 1983 COLLABORATIVE IN OCTOBER 2024. NORTH AMERICAN DATUM OF 1983 COLLABORATIVE IN OCTOBER 2024. NORTH AMERICAN DATUM OF 1983 IN OCTOBER 2024. NORTH AMERICAN DATUM OF 1983 IN OCTOBER 2024. NORTH AMERICAN DATUM OF 1983 OCTOBER 2024. NORTH AMERICAN DATUM OF 1983 OCTOBER 2024. NORTH AMERICAN DATUM OF 1983 2024. NORTH AMERICAN DATUM OF 1983 2024. NORTH AMERICAN DATUM OF 1983 NORTH AMERICAN DATUM OF 1983 NORTH AMERICAN DATUM OF 1983 NORTH AMERICAN DATUM OF 1983 AMERICAN DATUM OF 1983 AMERICAN DATUM OF 1983 DATUM OF 1983 DATUM OF 1983 OF 1983 OF 1983 1983 1983 (NAD83), NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEORGIA WEST NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEORGIA WEST NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEORGIA WEST AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEORGIA WEST AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEORGIA WEST VERTICAL DATUM OF 1988 (NAVD88), GEORGIA WEST VERTICAL DATUM OF 1988 (NAVD88), GEORGIA WEST DATUM OF 1988 (NAVD88), GEORGIA WEST DATUM OF 1988 (NAVD88), GEORGIA WEST OF 1988 (NAVD88), GEORGIA WEST OF 1988 (NAVD88), GEORGIA WEST 1988 (NAVD88), GEORGIA WEST 1988 (NAVD88), GEORGIA WEST (NAVD88), GEORGIA WEST (NAVD88), GEORGIA WEST GEORGIA WEST GEORGIA WEST WEST WEST ZONE STATE PLANE COORDINATES. 4. THE TERM "CERTIFICATION" RELATING TO PROFESSIONAL ENGINEERING AND LAND THE TERM "CERTIFICATION" RELATING TO PROFESSIONAL ENGINEERING AND LAND THE TERM "CERTIFICATION" RELATING TO PROFESSIONAL ENGINEERING AND LAND TERM "CERTIFICATION" RELATING TO PROFESSIONAL ENGINEERING AND LAND TERM "CERTIFICATION" RELATING TO PROFESSIONAL ENGINEERING AND LAND "CERTIFICATION" RELATING TO PROFESSIONAL ENGINEERING AND LAND "CERTIFICATION" RELATING TO PROFESSIONAL ENGINEERING AND LAND RELATING TO PROFESSIONAL ENGINEERING AND LAND RELATING TO PROFESSIONAL ENGINEERING AND LAND TO PROFESSIONAL ENGINEERING AND LAND TO PROFESSIONAL ENGINEERING AND LAND PROFESSIONAL ENGINEERING AND LAND PROFESSIONAL ENGINEERING AND LAND ENGINEERING AND LAND ENGINEERING AND LAND AND LAND AND LAND LAND LAND SURVEYING SERVICES SHALL MEAN A SIGNED STATEMENT BASED UPON FACTS AND SERVICES SHALL MEAN A SIGNED STATEMENT BASED UPON FACTS AND SERVICES SHALL MEAN A SIGNED STATEMENT BASED UPON FACTS AND SHALL MEAN A SIGNED STATEMENT BASED UPON FACTS AND SHALL MEAN A SIGNED STATEMENT BASED UPON FACTS AND MEAN A SIGNED STATEMENT BASED UPON FACTS AND MEAN A SIGNED STATEMENT BASED UPON FACTS AND A SIGNED STATEMENT BASED UPON FACTS AND A SIGNED STATEMENT BASED UPON FACTS AND SIGNED STATEMENT BASED UPON FACTS AND SIGNED STATEMENT BASED UPON FACTS AND STATEMENT BASED UPON FACTS AND STATEMENT BASED UPON FACTS AND BASED UPON FACTS AND BASED UPON FACTS AND UPON FACTS AND UPON FACTS AND FACTS AND FACTS AND AND AND KNOWLEDGE KNOWN TO THE REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, KNOWN TO THE REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, KNOWN TO THE REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, TO THE REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, TO THE REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, THE REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, THE REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, REGISTRANT AND IS NOT A GUARANTEE OR WARRANTY, AND IS NOT A GUARANTEE OR WARRANTY, AND IS NOT A GUARANTEE OR WARRANTY, IS NOT A GUARANTEE OR WARRANTY, IS NOT A GUARANTEE OR WARRANTY, NOT A GUARANTEE OR WARRANTY, NOT A GUARANTEE OR WARRANTY, A GUARANTEE OR WARRANTY, A GUARANTEE OR WARRANTY, GUARANTEE OR WARRANTY, GUARANTEE OR WARRANTY, OR WARRANTY, OR WARRANTY, WARRANTY, WARRANTY, EITHER EXPRESSED OR IMPLIED. 5.

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