6-Chatham County West Broad YMCA Pool Renovation.pdf

PDF 20 MB Posted Feb 3, 2026

Attached to: West Broad YMCA Pool Renovation (REBID)
Solicitation number: 26-0017-2
Issued by: Chatham County, Georgia

About this file

Written by GovTribe AI · Feb 5, 2026

Chatham County West Broad YMCA Pool Renovation - Project Summary

This document comprises comprehensive construction plans and specifications for the Chatham County West Broad YMCA Pool Renovation project located at 1110 May Street, Savannah, Georgia 31415 (Project Number 1250471). The scope of work includes demolition of the existing pool and deck, construction of a new approximately 3,000 square-foot swimming pool, new pool deck totaling 2,773 square feet, pole lighting, and a prefabricated 560 square-foot pool equipment building. The project encompasses full civil, electrical, and mechanical design with detailed specifications for pool construction, equipment installation, utilities installation including water and sanitary sewer lines, stormwater management, and site improvements. The pool is designed as a public swimming facility with a water volume of 87,007 gallons, minimum required pump flow rate of 242 GPM (design rate of 370 GPM at 60 feet total dynamic head), and accommodates a maximum bather load of 231 persons. Plans issued for bid on December 5, 2025, with a revised bid set issued February 2, 2026. The project site encompasses 3.98 total acres with a disturbed area of 0.25 acres.

The construction specifications require compliance with ACI standards for shotcrete pool shell construction (minimum 4,000 PSI compressive strength at 28 days), current NEC electrical code (2023 Edition), Georgia Department of Transportation standards, and all applicable local and state regulations. The contractor is responsible for survey control network establishment, utility location verification, all erosion and sedimentation control measures, site security, and compliance with OSHA standards and NPDES permit requirements. Equipment specifications include a 7.5 HP filtration pump, dual sand filters (13.4 SF capacity), Raypak gas heater (399,999 BTU), automatic water chemistry controller, dual chemical feed pumps, and multiple surface skimmers with VGB-compliant anti-entrapment covers. The project requires contractor submission of detailed demolition procedures for owner approval, asbestos awareness coordination, and construction as-built documentation. Utilities work includes 1.5-inch water service lines, 6-inch pool effluent sanitary lines, and storm drainage infrastructure with specified slopes and pipe materials (primarily PVC Schedule 40). The contractor must provide 12 months of landscape maintenance following substantial completion.

View the file

Other files

File	Type	Posted
8-Sample Construction Contract.pdf	PDF	Feb 3, 2026
1-Attachments A - I (Fillable) with Notary Fields.pdf	PDF	Feb 3, 2026
9-ITB 26-0017-2 (includes SOW Davis Bacon).pdf	PDF	Feb 3, 2026
5-Surety Form.pdf	PDF	Feb 3, 2026
7-2906A- Chatham Pool Bldg-B2648, GA 251203 - Spec Drawings (12-4-25).pdf	PDF	Feb 3, 2026
3-List of Subcontractors (Fillable).pdf	PDF	Feb 3, 2026
4-References 07.15 Fillable.pdf	PDF	Feb 3, 2026
2-Federal Requirements 7-9-2024.pdf	PDF	Feb 3, 2026

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CHATHAM COUNTY

WEST BROAD YMCA POOL RENOVATION

ISSUED FOR BID

POND PROJECT NUMBER: 1250471

1110 MAY ST SAVANNAH, GA 31415

SCOPE OF PROJECT:

THE PROJECT PROVIDES A PROPOSED ~3000 S.F. POOL.

THE SCOPE ALSO INCLUDE A NEW POOL DECK, POLE

LIGHTING, AND A PROPOSED POOL EQUIPMENT BUILDING.

SURVEY REFERENCE NOTES:

1. SEE THE INCLUDED PARTIAL TOPOGRAPHIC SURVEY

SHEETS FOR APPLICABLE SURVEY NOTES, SYMBOLS

LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL

NETWORK OUTSIDE LIMITS OF DEMOLITION PRIOR TO

COMMENCEMENT OF WORK. THIS WORK MUST BE

PERFORMED BY A GEORGIA LICENSED LAND

SURVEYOR.

BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION

PROVIDED BY:

TR LONG ENGINEERING

302 SOUTH ZETTEROWER AVENUE

STATESBORO, GEORGIA 30458.

912-335-1046

PROJECT SITE

TOTAL ACREAGE: 3.98

TOTAL DISTURBED AREA: .25 AC

OWNER INFO.

CHATHAM COUNTY - PARKS & RECREATION

7226 VARNEDOE DR.

SAVANNAH, GA 31406

PHONE: 912-652-6780

PROGRAM MANAGEMENT

CHATHAM COUNTY - PARKS & RECREATION

7226 VARNEDOE

SAVANNAH, GA 31406

NAME: HOLLY HOLDSWORTH

EMAIL:HHOLDSWORTH@CHATHAMCOUNTY.ORG

PHONE NUMBER: 912-652-6784

PROJECT MANAGER

POND & COMPANY

55 IVAN ALLEN JR BLVD, SUITE 850

ATLANTA, GA 30308

PHONE:706-847-8874

NAME: KEVIN THOMAS, PLA

ADDRESS: KEVIN.THOMAS@PONDCO.COM

SCALE: N.T.S.

PROXIMITY MAP

G H

\P R

\F Y2

-B

\0 7.

\G -0

, Y

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

COVER PAGE

G-001

PROJECT SITE

SP-1 POOL LAYOUT & DATA

SP-2

POOL EQUIPMENT LIST, GENERAL SPECIFICATIONS,

DIMENSIONS & MAP

SP-3 POOL DIMENSIONS

SP-4 POOL SECTIONS

SP-5 POOL FLOOR SLOPES AND DEPTH MARKERS

LAYOUT

SP-6 POOL SUCTION & RETURN PIPING, & CONDUITS

SP-7 POOL EQUIPMENT LAYOUT & ELECTRICAL DATA

SP-8 PIPING & EQUIPOTENTIAL BONDING SCHEMATIC

SP-9 POOL DETAILS

SP-10 POOL DETAILS

SP-11 POOL DETAILS

SP-12 POOL DETAILS

SP-13 GENERAL NOTES & HEALTH DEPT REQUIREMENTS

E001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E002 ELECTRICAL LEGEND

ES101 ELECTRICAL SITE PLAN

E101 ENLARGED ELECTRICAL PLAN

E-101G PHOTOMETRIC PLAN - GENERAL

BID NOTES FOR CONTRACTOR:

1. PROVIDE STUB UP FOR UTILITIES IN POTENTIAL

FUTURE RESTROOM LOCATION. FULL BUILD OUT OF

RESTROOM IS NOT INCLUDED IN THIS PROJECT

2. PROVIDE ADD ALTERNATE FOR POOL HEATER.

DESIGN AND SUPPLY OF GAS LINE SHOWN IS

DIAGRAMMATIC ONLY. CONTRACTOR TO

COORDINATE WITH PLUMBING SUBCONSULTANT

FOR DESIGN, SUPPLY, AND PERMIT OF GAS LINE

EXTENSION IF ADD-ALTERNATE IS ACCEPTED.

E621 PANELBOARD SCHEDULES

January 2nd, 2026

Sheet List Table Sheet Number Sheet Title

G-001 COVER PAGE

C-001 GENERAL NOTES LEGENDS AND ABREVIATIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 JOINT PLAN

CG101 GRADING & DRAINAGE PLAN

CG201 STORM SEWER PROFILES 1

CG202 STORM SEWER PROFILES 2

CU101 UTILITIES PLAN

CU201 SANITARY SEWER PROFILES

CU202 UTILITIES DETAIL

CU203 UTILITIES DETAIL

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

LP101 LANDSCAPE PLAN

G H

\P R

\F Y2

-B

\0 7.

\C -0

, Y

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

GENERAL

NOTES

LEGENDS

AND

ABREVIATIONS

C-001

ADS

A.K.A.

APPROX.

ASTM

ATFP

AWWA

BLDG.

BFP

BMP

BOW

B.S.

BSTP

BVCE

BVCS

C&G C.O.

COR

CFS

C.I.

CONC.

CMP

CPP

DIA.

D.I.

DIP

DOT

DWG

EISA

ELEV.

EOI

EQUIP

ESMT

EVCE

AND

DIAMETER

ACRES

ADVANCED DRAINAGE SYSTEMS

ALSO KNOWN AS

APPROXIMATE

AMERICAN SOCIETY FOR TESTING OF MATERIALS

ANTI-TERRORISM/FORCE PROTECTION

AMERICAN WATER WORKS ASSOCIATION

BUILDING

BACK OF CURB

BACKFLOW PREVENTER

BEST MANAGEMENT PRACTICE

BOTTOM OF WALL AT FINISHED GRADE

BOTTOM OF STAIR (LAST TREAD)

TELEPHONE PEDESTAL

BEGINNING VERTICAL CURVE ELEVATION

BEGINNING VERTICAL CURVE STATION

CENTERLINE

CATCH BASIN

CURB AND GUTTER

CLEAN OUT

CONTRACTING OFFICER'S REPRESENTATIVE

CUBIC FEET

CUBIC FEET PER SECOND

CAST IRON

CONTRACTION JOINT

CONCRETE

CORRUGATED METAL PIPE

CORRUGATED PLASTIC PIPE

CUBIC YARDS

DROP INLET

DIAMETER

DROP INLET

DUCTILE IRON PIPE

DEPARTMENT OF TRANSPORTATION

DRAWING

EASTING

ENERGY INDEPENDENCE SECURITY ACT

EXPANSION JOINT

ELEVATION

END OF INFORMATION

EDGE OF PAVEMENT

EQUIPMENT

EASEMENT

ENDING VERTICAL CURVE ELEVATION

PRVT

PROP

PSI

PSUS

PVC

PVI

PVMT

RCP

RECP

R/W S

SDWK

S.R.

SSMH

STA.

STD

STRUC.

TBM

TEMP.

TOS

T.S.

TYP

TOW

UDP

VCP

WOS

B&B

CAL

PRIVATE

PROPOSED

POUND PER SQUARE INCH

PALMETTO STATE UTILITY SERVICES

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

PAVEMENT

RADIUS

REINFORCED CONCRETE PIPE

UNDERGROUND ROOF DRAIN

ROLLED EROSION CONTROL PRODUCT

RIGHT-OF-WAY

SOUTH

STORM DRAIN

SIDEWALK

SQUARE FEET

SIGN

STATE ROUTE

SANITARY SEWER

SANITARY MANHOLE

STATION

STANDARD

STRUCTURE

TOPOGRAPHY BENCH MARK

TEMPORARY

TOP OF SLAB

TOP OF STAIR (LAST TREAD)

TYPICAL

TOP OF WALL

UNIFIED DEVELOPMENT PLAN

VITRIFIED CLAY PIPE

WITH

WATER METER

WATERS OF THE STATE

WATER VALVE

BALLED AND BURLAPPED

CALIPER

ENDING VERTICAL CURVE STATION

EACH WAY

EXISTING

FIRE DEPARTMENT CONNECTION

FEDERAL EMERGENCY MANAGEMENT AGENCY

FLARED END SECTION

FINISHED FLOOR ELEVATION

FIRE HYDRANT

FORMERLY KNOWN AS

FIBER OPTICS MARKER

FEET

GAS

GRADED AGGREGATE BASE

GALLON

GUARD POST

GATE VALVE

HIGH-DENSITY POLYETHYLENE

MIN.

MNS

MON

MUTCD

NCBC

N N/A N/F

NIC

NSA

O.C.

PCC

PIV

POB

POV

MINIMUM

MAGNETIC NAIL SET

MONUMENT

MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NORTH CAROLINA BUILDING CODE

NORTHING

NOT APPLICABLE

NOW OR FORMERLY

NOT IN CONTRACT

NATIONAL STONE ASSOCIATION

ON CENTER

PORTLAND CEMENT CONCRETE

POST INDICATOR VALVE

POINT OF BEGINNING

PRIVATELY OWNED VEHICLE

POWER POLE

ABBREVIATION DEFINITIONS

HYD

ICV

I.E.

IPF

INV.

IPS

IN.

LEV

LVC

MAX.

M.E.

MECH

HIGH POINT / DRAINAGE DIVIDE

HEADWALL

HYDRANT

IRRIGATION CONTROL VALVE

INVERT ELEVATION

IRON PIN FOUND

INVERT

IRON PIN SET

INCH

JUNCTION BOX

LENGTH

LOW EMISSION VEHICLE

LINEAR FEET

LOW POINT

LENGTH OF VERTICAL CURVE

METER

MAXIMUM

MATCH ELEVATION

MECHANICAL

MANHOLE

EVCS

FDC

FEMA

FES

FFE

FKA

FOM

FT.

G G.A.B.

GAL

HDPE

GENERAL NOTES

1. LOCATIONS OF EXISTING FACILITIES AND UTILITIES ARE TAKEN FROM RECORD

DRAWINGS AND SURVEY PERFORMED BY TR LONG DATED 12/26/2024. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL LOCATIONS

AND ELEVATIONS INCLUDING UNDERGROUND UTILITY LINES, VAULTS, OR

BOXES PRIOR TO COMMENCING WORK.

2. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN

SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, AND SITE

FEATURES ARE SHOWN HEAVY-LINED.

3. CONTRACTOR WILL VERIFY PROJECT LIMITS PRIOR TO COMMENCING WORK.

4. ANY DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS MUST BE

REPAIRED PROPERLY AND IMMEDIATELY AT NO ADDITIONAL COST TO THE

OWNER.

5. DAMAGE TO EXISTING PLANT MATERIAL OR HARDSCAPE ELEMENTS THAT ARE

TO REMAIN, I.E. CURBS, ROADS, WALLS, FENCES, TREES, SHRUBS, ETC., WILL

BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.

3. CONTRACTOR MUST NOT WILLINGLY PROCEED WITH CONSTRUCTION WHEN IT

IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR DIFFERENCES EXIST

THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS WILL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THE

CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL NECESSARY

REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

4. CONTRACTOR WILL BRING TO THE OWNER'S ATTENTION ANY OBSERVED

DISCREPANCIES IN DRAWINGS, SITE CONDITIONS OR EXISTING FEATURES

BEFORE ANY FURTHER WORK IN THE AREA IS TO BE PERFORMED.

5. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND WILL BE

COMPLETELY PROVIDED AS IF DRAWN IN FULL.

6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE SECURITY AT ALL

TIMES DURING CONSTRUCTION.

7. ALL SITE CONSTRUCTION OPERATIONS WILL COMPLY WITH CURRENT OSHA

CONSTRUCTION STANDARDS.

8. THE PROJECT CONTAINS NO WETLANDS WITHIN THE SITE.

9. APPROVAL OF THESE DRAWINGS DOES NOT CONSTITUTE APPROVAL OF ANY

LAND DISTURBING ACTIVITIES WITHIN WATER OF THE UNITED STATES

(WETLAND AREAS).

DEMOLITION NOTES:

1. THE CONTRACTOR WILL SUBMIT A DETAILED DEMOLITION PROCEDURE TO THE

OWNER FOR APPROVAL AT LEAST 10 DAYS BEFORE DEMOLITION IS TO BEGIN.

THE DEMOLITION PROCEDURE WILL INCLUDE A DETAILED DESCRIPTION OF

THE METHODS AND EQUIPMENT TO BE USED FOR EACH OPERATION AND THE

SEQUENCE OF WORK. THE DEMOLITION PROCEDURES WILL PROVIDE FOR

SAFE CONDUCT OF WORK AND THE PROTECTION OF PROPERTY WHICH IS TO

REMAIN UNDISTURBED AND COORDINATION WITH OTHER WORK OR

OPERATIONS THAT MAY BE IN PROGRESS. METHODS AND SCHEDULING OF

DEMOLITION ACTIVITIES MUST BE APPROVED BY THE OWNER.

2. LOCATIONS OF EXISTING FACILITIES AND UTILITIES ARE TAKEN FROM THE

SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL

EXISTING UTILITIES.

3. THE CONTRACTOR WILL DEMOLISH AND REMOVE ALL EXISTING BUILDINGS,

PAVEMENT, UTILITIES, EQUIPMENT, ETC. NOTED TO BE REMOVED WITHIN THE

LIMITS OF DISTURBANCE AS SHOWN ON THIS PLAN.

4. CONTRACTOR TO PROVIDE AND MAINTAIN NECESSARY FENCES, BARRICADES,

LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL MEASURES AS REQUIRED FOR

THE PROTECTION AND SAFETY OF THE PUBLIC THROUGHOUT THE DEMOLITION

AND CONSTRUCTION ACTIVITIES ON THE SITE.

5. CONTRACTOR WILL MINIMIZE THE IMPACT OF CONSTRUCTION ACTIVITIES ON

THE TRAFFIC FLOW TO SURROUNDING FACILITIES TO REMAIN.

6. CONTRACTOR WILL LOCATE ALL EXISTING UTILITIES PRIOR TO THE START OF

DEMOLITION ACTIVITIES.

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING SERVICE

CONNECTIONS TO BE REMOVED FROM BUILDINGS OR THE SITE AND

PERMANENTLY PLUGGING THE PIPES WHERE REQUIRED IN ACCORDANCE WITH

THE REQUIREMENTS OF THE UTILITY COMPANIES CONCERNED.

8. CONTRACTOR WILL COORDINATE WITH THE UTILITY COMPANY FOR THE

RELOCATION OF ANY UTILITY TO REMAIN IN SERVICE. CONTRACTOR TO

EXERCISE EXTREME CAUTION WHEN CONSTRUCTION OCCURS NEAR EXISTING

UTILITIES.

9. CONTRACTOR WILL SAW CUT TO FULL PAVEMENT, SIDEWALK AND CURB AND

GUTTER DEPTH AT THE LIMIT OF DEMOLITION FOR REMOVAL OF PAVEMENT,

SIDEWALK AND CURB AND GUTTER.

10. ALL EXISTING PIPE TO BE ABANDONED WILL BE CUT, AND PLUGGED OR

CAPPED AT EACH END. WHERE EXISTING PIPING INTERFERES WITH NEW

PIPING OR CONSTRUCTION, IT WILL BE REMOVED BEYOND THE LIMITS

REQUIRED FOR THE PROPER COMPLETION OF THE WORK AND THE OPEN ENDS

PLUGGED OR CAPPED. UNLESS OTHERWISE SHOWN, LINES TO BE PLUGGED

OR CAPPED AT LEAST 12-INCHES BEHIND OR BELOW FINISH BUILDING

SURFACES AND AT LEAST 12 INCHES BELOW PROPOSED GRADE SURFACES.

11. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO OTHER

BUILDINGS OR STRUCTURES NOT INTENDED FOR DEMOLITION. THE

CONTRACTOR WILL RESTORE ANY DAMAGED FACILITY TO THEIR CONDITION

PRIOR TO THE ERRANT DEMOLITION OPERATIONS.

12. CONTRACTOR WILL STRIVE TO MAXIMIZE ALL RECYCLABLE MATERIALS AND

DESIGNATE A STOCKING AREA ON SITE FOR SUCH MATERIALS.

13. ALL SALVAGEABLE METAL MATERIALS WILL REMAIN PROPERTY OF THE OWNER

AND WILL BE CLEANED AND STORED ON THE OWNERS PROPERTY AS

DIRECTED BY THE OWNER.

14. NO DEBRIS FROM SITE DEMOLITION WILL BE BURIED ON SITE. ALL MATERIAL

GENERATED FROM DEMOLITION OPERATION WILL BE PROPERLY DISPOSED OF

OFFSITE.

15. THE CONTRACTOR WILL INSTALL ALL INITIAL EROSION AND SEDIMENTATION

CONTROL MEASURES PRIOR TO DEMOLITION OPERATIONS BEGINNING.

SITE CONSTRUCTION NOTES:

1. ALL MATERIALS AND CONSTRUCTION WILL CONFORM TO THE CURRENT

STANDARDS AND SPECIFICATIONS OF THE LOCAL AUTHORITY HAVING

JURISDICTION, THE GEORGIA DEPARTMENT OF TRANSPORTATION, THE

MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, LATEST EDITION

AND ANY OTHER LOCAL AND STATE STANDARDS THAT MAY APPLY.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL FEDERAL, STATE, OSHA AND

LOCAL SAFETY REGULATIONS, LAWS, CODES OR ORDINANCES WHICH MAY

APPLY.

3. THE CONTRACTOR WILL REVIEW THE PLANS AND SPECIFICATIONS FOR

ERRORS, OMISSIONS, DISCREPANCIES OR CONFLICTS PRIOR TO

CONSTRUCTION. THE CONTRACTOR WILL NOTIFY THE ENGINEER OF ANY

ERRORS, OMISSIONS, DISCREPANCIES OR CONFLICTS IN THE PLANS OR

BETWEEN THE PLANS AND FIELD CONDITIONS IMMEDIATELY.

4. THE CONTRACTOR WILL MAINTAIN ACCESS TO AND FROM THE SITE AT ALL

TIMES. UTILITY SERVICES WILL BE MAINTAINED AT ALL TIMES. THE

CONTRACTOR WILL COORDINATE ANY TEMPORARY INTERRUPTION OF ACCESS

OR UTILITIES WITH THE OWNER PRIOR TO THE INTERRUPTION.

5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED TEMPORARY

ELECTRICAL SERVICE UNTIL SUCH TIME THE OWNER ACCEPTS THE PROJECT

AS COMPLETE AND PROVIDING WATER AS REQUIRED FOR CONSTRUCTION,

AND FOR 12 MONTH LANDSCAPE MAINTENANCE PERIOD.

6. CONTRACTOR TO PROVIDE BARRIERS AS REQUIRED TO PREVENT PUBLIC

ENTRY TO CONSTRUCTION AREAS AND PROTECT EXISTING FACILITIES AND ADJACENT

PROPERTIES FROM CONSTRUCTION ACTIVITIES. THE REQUIRED BARRIERS

AND DEVICES WILL BE ERECTED PRIOR TO COMMENCEMENT OF THE WORK.

7. TESTING REQUIREMENTS WILL BE IN ACCORDANCE WITH ACCEPTABLE

STANDARDS INCLUDING ASTM OR OTHERS RECOGNIZED IN THE INDUSTRY.

8. ALL UTILITIES SHOWN ON THE PLANS ARE SHOWN ACCORDING TO

INFORMATION AVAILABLE. UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON

THE PLANS. CONTRACTOR WILL LOCATE AND VERIFY EXISTING CABLES,

DUCTS, CONDUIT, PIPELINE, ETC. IN ADVANCE OF ANY PROPOSED

CONSTRUCTION. CONTRACTOR WILL NOTIFY ALL AFFECTED UTILITIES,

ENGINEER AND OWNER AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION

NEAR EXISTING UTILITIES.

9. CONTRACTOR WILL REPAIR ANY DAMAGE DONE BY CONSTRUCTION ACTIVITIES

TO EXISTING UTILITIES AT NO ADDITIONAL COST TO THE OWNER OR ENGINEER.

10. A GEOTECHNICAL REPORT HAS NOT BEEN CONDUCTED ON THIS SITE EXCEPT

FOR SEPTIC SOIL TESTING. THE OWNER WILL ENGAGE A QUALIFIED

GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM TESTS AND

INSPECTIONS DURING CONSTRUCTION.

11. CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND APPROVALS

ASSOCIATED WITH DEWATERING.

12. CONTRACTOR WILL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN

THE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE ASSOCIATED

WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL PROVIDE STORM

WATER DISCHARGE MONITORING, DOCUMENTATION AND REPORTING RELATED

TO CONSTRUCTION ACTIVITIES FOR THE PROJECT.

13. CONTRACTOR WILL COORDINATE AND GIVE PROPER NOTIFICATIONS TO ALL

INSPECTION AGENCIES PRIOR TO START OF THE CONSTRUCTION.

14. ALL MATERIALS TO BE REMOVED ARE TO BE DISPOSED OF OFFSITE IN A LEGAL

MANNER.

STAKING NOTES:

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SURVEYING

SERVICES REQUIRED TO LAYOUT AND BUILD THE PROJECT. THIS WILL

INCLUDE ALL HORIZONTAL AND VERTICAL STAKEOUT.

2. CENTERLINES OF ROADS AND DRIVES WILL BE STAKED AT 50-FOOT

INCREMENTS.

3. VERIFY AND STAKE PROPERTY LINE LOCATIONS IN FIELD PRIOR TO

COMMENCING CONSTRUCTION ACTIVITIES.

4. VERIFY AND STAKE ALL WETLAND BOUNDARIES AND STATE WATER BUFFER

LIMITS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

5. THE CONTRACTOR WILL BRING ANY DISCREPANCIES BETWEEN THE DESIGN

PLANS AND EXISTING CONDITIONS TO THE ATTENTION OF THE ARCHITECT.

6. UPON SUBSTANTIAL COMPLETION OF THE PROJECT, THE CONTRACTOR WILL

PROVIDE CONSTRUCTION AS-BUILT DRAWINGS AND/OR SURVEYS IN

ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS. DOCK SUPPLIER

REQUIRES AS-BUILT LOCATIONS ON FOUR CORNERS AND FINAL ELEVATIONS

OF EACH FOUNDATION; CONTRACTOR TO PROVIDE THIS AS-BUILT

INFORMATION TO OWNER/DOCK SUPPLIER.

GRADING NOTES:

1. CONTRACTOR TO VERIFY PROJECT LIMITS PRIOR TO COMMENCING WORK.

THE CONTRACTOR AND SUBCONTRACTORS WILL VISIT THE SITE PRIOR TO

SUBMITTING BIDS.

2. CONTRACTOR TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES,

VAULTS, OR BOXES PRIOR TO COMMENCING WORK. ANY DAMAGE INCURRED

TO ANY EXISTING UTILITY ELEMENTS WILL BE REPAIRED PROPERLY AND

IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER.

3. THE CONTRACTOR WILL BE RESPONSIBLE FOR TEMPORARY AND PERMANENT

GROUNDWATER CONTROL DURING CONSTRUCTION. THE CONTRACTOR WILL

ALSO CONTROL SURFACE RUNOFF IN ORDER TO PREVENT PONDING IN OPEN

EXCAVATIONS AND PREVENT POTENTIAL UNDERMINING OF PERMANENT

CONSTRUCTION FEATURES.

4. CONTRACTOR WILL NOT WORK FILL MATERIALS DURING UNFAVORABLE

WEATHER CONDITIONS. CONTRACTOR WILL NOT PERMIT EQUIPMENT TO BE

USED IN SUCH A MANNER AS TO CAUSE EQUIPMENT TO EXCESSIVELY PUMP

OR RUT THE SUBGRADE OR OTHER PREPARED AREAS.

5. CONTRACTOR WILL STRIP ALL TOPSOIL AND ORGANIC MATTER FROM AREAS

TO BE DISTURBED.

6. CONTRACTOR WILL GRADE IN A MANNER TO ESTABLISH LONG SMOOTH

GRADIENTS IN ORDER TO REDUCE ABRUPT CHANGES, DIPS AND SHARP

TRANSITIONS IN THE FINISHED GRADE.

7. THE CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE ON

ALL GRADED SURFACE AREAS. THE CONTRACTOR WILL MAINTAIN A MINIMUM

SLOPE OF 1% ON HARDSCAPE AND MINIMUM SLOPE OF 2% ON GRADED AREAS,

UNLESS OTHERWISE INDICATED.

8. UNLESS OTHERWISE INDICATED ON DRAWINGS, THE MAXIMUM CUT OR FILL

SLOPES ARE 2 HORIZONTAL TO 1 VERTICAL.

9. UNLESS OTHERWISE INDICATED ON DRAWINGS, FILL MATERIALS SUPPORTING

ROADWAYS, PARKING AREAS, SIDEWALKS, STRUCTURES, BUILDINGS AND

WALLS WILL BE COMPACTED TO 95 PERCENT OF THE MAXIMUM DRY DENSITY.

THE TOP 12-INCHES OF FILL MATERIALS SUPPORTING ROADWAYS, PARKING

AREAS, SIDEWALKS, STRUCTURES, BUILDINGS AND WALLS WILL BE

COMPACTED TO 98 PERCENT OF THE MAXIMUM DRY DENSITY. FILL PLACED

FOR GENERAL SITE GRADING WILL BE COMPACTED TO 90 PERCENT OF THE

MAXIMUM DRY DENSITY.

10. FILL MATERIALS WILL BE FREE OF TOPSOIL, ORGANICS, DELETERIOUS

MATERIALS AND ROCK FRAGMENTS LARGER THAN 3 INCHES. ALL FILL

MATERIALS WILL BE SUBJECT TO THE APPROVAL OF THE DESIGN

PROFESSIONAL.

11. SOIL TESTING WILL BE PERFORMED BY AN INDEPENDENT TESTING

LABORATORY SELECTED AND PAID FOR BY THE OWNER. ALL AREAS WHERE

ROADS, SIDEWALKS, WALLS AND/OR OTHER STRUCTURES ARE TO BE

CONSTRUCTED, THEY WILL BE TESTED PRIOR THE PLACEMENT OF CONCRETE,

ASPHALT, GRADED AGGREGATE BASE OR FILL MATERIALS.

12. DETENTION FACILITIES AND EROSION CONTROL MEASURES ARE TO BE

INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND

MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.

13. CONTRACTOR WILL REMOVE ALL DEBRIS FROM THE SITE AND LEGALLY

DISPOSE OF IT. NO RUBBISH OR DEBRIS WILL BE BURNED ON THE SITE.

ACCESSIBILITY NOTES:

1. CROSS SLOPES OF ACCESSIBLE ROUTES WILL NOT EXCEED 1:50 (2%).

2. AT LEAST 80 INCHES OF CLEAR HEAD ROOM IS REQUIRED ALONG ALL

PATHWAYS.

3. WHEN ANY WALKWAY LEVEL CHANGES, THE VERTICAL DISTANCE BETWEEN

LEVELS WILL BE LESS THAN 1/4 INCH.

4. IF THERE IS A CHANGE IN LEVEL OF BETWEEN 1/4 AND 1/2 INCH ALONG THE

ACCESSIBLE ROUTE, THE EDGE WILL BE BEVELED WITH A SLOPE OF 1:2.

5. ALL CHANGES IN LEVEL GREATER THAN 1/2 INCH WILL BE RAMPED.

6. ALL ACCESSIBLE ROUTES AND RAMPS WILL BE STABLE, FIRM, AND HAVE

NON-SLIP FINISHES.

SURVEY REFERENCE NOTES:

1. SEE THE INCLUDED SURVEY (SHEET C-1) FOR APPLICABLE SURVEY NOTES,

SYMBOLS LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR WILL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE LIMITS

OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK MUST BE

PERFORMED BY A GEORGIA LICENSED LAND SURVEYOR.

C 1.1

PROFILE DESIGNATION

(NUMBER)

SHEET NO. ON WHICH

PROFILE APPEARS

SYMBOL FOR PROFILE

ENCLOSES ALIGNMENT

BEING PROFILED

C 1.1

DETAIL DESIGNATION

(NUMBER)

SHEET NO. ON WHICH

DETAIL APPEARS

SYMBOL FOR DETAIL

ARROWHEAD TO ITEM

BEING DETAILED

TRANSFORMER

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATION MANHOLET

WATER METER

POWER POLE

LIGHT POLE

GAS VALVEGV

RIP RAP

STORM DRAIN PIPE

GAS LINE

LIMITS OF DISTURBANCE

1' CONTOUR

35 5' CONTOUR

SPOT ELEVATION

SURFACE FLOW DIRECTION

WATER VALVE

3 33

SILT FENCESF

TREE PROTECTION FENCE

TREE

DOUBLE WING CATCH BASIN

SANITARY SEWER MANHOLES

FLARED END SECTION

SIGN

N/A

SANITARY SEWER CLEANOUTCO

N/A

N/A DRAINAGE SWALE

POST INDICATOR VALVEN/A

N/A

CHAINLINK FENCEX XX X X X X X

N/A E

N/A

TPF

N/A

REDUCERN/A

UC N/A

UNDERGROUND FIBER OPTICFO N/A

W WATER MAIN - DOMESTICW

N/A

18"P

N/A

W MONITORING WELL

HEADWALL

JUNCTION BOXN/A

ELEV

DROP INLETN/A

GRATE INLETN/A GI

JUNCTION BOXJBN/A

UNDER DRAINSUD

NUMBER OF PARKING SPACES

DEMOLISH AND REMOVE

EXISTING ASPHALT AND

CONCRETE PAVEMENT

DEMOLISH SITE UTILITY

X DEMOLISH SITE FEATURE

N/A

MAIL BOX

N/A

ELEV

UNDERGROUND ROOF DRAIN PIPE

SANITARY SEWER LINE - GRAVITY

WATER MAIN - FIRE

PROTECTION

FIRE DEPARTMENT

CONNECTION

UNDERGROUND

COMMUNICATION

FIRE HYDRANT

N/A

SPOT ELEVATION

LOD LOD

PROPERTY LINE

NEW DESCRIPTIONEXISTING

N/A

TPF

W W

W V

W W

U E

LOD

A1 DEMOLITION PLAN

SCALE: 1" = 20' 0 20' 40' 60'10'

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR ABBREVIATIONS, AND CIVIL NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND MUST BE READ WITH THE FULL SET TO BEST

ENSURE PROPER INTERPRETATION.

3. "DEMOLISH" MUST MEAN TO REMOVE AN OBJECT IN ITS

ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS

TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF

NEW WORK, WHICHEVER IS APPLICABLE.

4. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING MUST BE IN PLACE

PRIOR TO COMMENCEMENT OF CONSTRUCTION.

5. EXISTING CONDITION INFORMATION SHOWN IS FROM

DRAWINGS PROVIDED BY TR LONG ENGINEERING, DATED

12/26/2024 AND SUPPLEMENT AS-BUILT INFORMATION.

CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS AND

NOTIFY COUNTY OF ANY DISCREPANCIES.

6. HAVE ALL UTILITIES FIELD LOCATED PRIOR TO START OF

CONSTRUCTION.

7. DEMOLITION LIMITS DELINEATED ON THIS PLAN ARE

APPROXIMATE IN NATURE, MORE OR LESS DEMOLITION MAY BE

REQUIRED. THE CONTRACTOR MUST NOTIFY CHATHAM COUNTY

IN WRITING AND PRIOR TO THE COMMENCEMENT OF LAND

DISTURBANCE IF MORE DEMOLITION IS REQUIRED THAN IS

DEPICTED ON THIS PLAN SET.

KEYNOTES

1. DEMOLISH CONCRETE POOL DECK

2. DEMOLISH POOL FENCE

3. DEMOLISH BUILDING

4. DEMOLISH LIGHT POLE

5. EXISTING BUILDING TO REMAIN

6. EXISTING PLANTER BOXES TO REMAIN, TYP

7. EXIST 2" WATER SERVICE TO BE PROTECTED

THROUGHOUT CONSTRUCTION

8. EXISTING POWER POLE TO REMAIN

9. INSTALL BLOCK AND GRAVEL INLET PROTECTION

10. PROTECT EMERGENCY PHONE IN THIS

APPROXIMATE LOCATION THROUGHOUT

CONSTRUCTION

11. PROPOSED TREE PROTECTION ROOT MATTING,

SEE DETAIL A1/C-503

12. TREE PROTECTION FENCING, SEE DETAIL A4/C-501

13. SILT FENCE TYPE A, SEE DETAIL C4/C-501

14. REMOVE EXISTING TREE

15. EXISTING TREE TO REMAIN

16. SEE SITE PLAN SERIES DRAWING FOR SPECIFIC

INFORMATION REGARDING DEMOLITION OF

EXISTING POOL

17. DEMOLISH FENCE

18. INSTALL PERMANENT WATER LINE AND ISOLATION

VALVES AS SHOWN TO ALLOW SHUTOFF OF THE

SUBJECT PROPERTY WHILE MAINTAINING

CONTINUOUS WATER SERVICE TO ADJACENT

PROPERTY

LINEAR ITEM TO BE DEMOLISHED/ / / / / / / / / / /

G H

\P R

\F Y2

-B

\0 7.

\C D

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

DEMOLISH ITEM

DEMOLITION

PLAN

CD101LOD LOD

LIMITS OF DISTURBANCE

PAVEMENT TO BE DEMOLISHED

LEGEND

TREE ROOT PROTECTION MATTING

SILT FENCESF

TREE PROTECTION FENCETPF TPF

5 FT4 FT3 FT

VAC

6 FT

2 FT

3FTNO DIVING

N O

5 FT NO DIVING

4 FT NO DIVING

N O

3 FT NO DIVING 6 FT NO DIVING

FTNO DIVINGFTNO DIVING4FTNO DIVING

VAC

4 FT

O D

6 FT NO DIVING

N O

X X

X X X X X X X X X X X X X X X X X X X X

PUMP

PIT

3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS

41.25

41.1190

41.1360

G H

\P R

\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

A1 SITE PLAN

SCALE: 1" = 5' 0 2.5' 5' 10' 15'

SITE PLAN

CS101

EXISTING BUILDING

N G

B U

EXISTING DOOR TO REMAIN EXISTING DOOR TO REMAIN

LEGEND

CONTRACTION JOINT TYPICAL

(SEE DETAIL A1/C-502)

THICKENED EDGE EXPANSION JOINT

(SEE DETAIL A1/C-502)

EXPANSION JOINT

(SEE DETAIL A1/C-502)

REINFORCED SLAB

(SEE NOTE 11)

1. ALL LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS

INDICATED.

2. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED ONLY WHEN

APPROVED BY THE ENGINEER.

3. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE

COMPATIBLE WITH THE COLD POURED SEALANT AND SLIGHTLY

OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT

OPERATION.

4. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F.

5. JOINT CONFIGURATION SHALL MEET JOINT SEAL

MANUFACTURER'S SPECIFICATIONS (EXCEPT AS NOTED ON PLANS

AND IN SPECIFICATIONS.)

6. DOWELS AND TIE BARS FOR CONSTRUCTION JOINTS SHALL BE

CAST IN PLACE.

7. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESSES.

8. SLAB LENGTHS SHALL NOT EXCEED 20 FEET. SLAB RATIO OF

LENGTH TO WIDTH SHALL NOT EXCEED 1.25.

9. IF PAVING OPERATIONS ARE STOPPED FOR MORE THAN

ONE-HALF HOUR, A CONSTRUCTION JOINT SHALL BE USED.

10. EXPANSION JOINTS SHALL BE USED ADJACENT TO ALL STORM

DRAINAGE STRUCTURES.

11. REINFORCEMENT SHALL BE PROVIDED FOR ALL IRREGULAR

SHAPED CONCRETE SLABS. CONTRACTOR SHALL USE #4 REBAR

CONTINUOUS REINFORCEMENT SPACED 24" ON CENTER.

6 FT

2 FT

3FTNO DIVING

N O

5 FT NO DIVING

4 FT NO DIVING

N O

3 FT NO DIVING 6 FT NO DIVING

FTNO DIVINGFTNO DIVING4FTNO DIVING

VAC

4 FT

O D

6 FT NO DIVING

N O

X X

X X X X X X X X X X X X

PUMP

PIT

3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS

MATCHLINE

41.00

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLOD

LOD LOD LOD

LODLODLOD

D LOD LO

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LODLOD

LOD LOD LOD

H D

JB A-1

DI A-5

DI A-2.1

DI A-2DI A-4

12" HDPE

SF SF SF SF SF SF SF SF SF

SFSF

DI A-2.2

DI A-3

15" HDPE

41.27 41.27

41.27

41.23

41.12

41.27

41.19

41.14

41.12

41.14

41.17

41.24

41.23

40.60

41.14

41.18

40.60 40.60

40.24

41.23

40.87

41.12

MATCHLINE

LOD

H D

EXISTING GRATE INLET A-0

C M

G H

\P R

\F Y2

-B

\0 7.

\C G

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGEND,

AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

3. DITCH BANKS MUST BE STABILIZED WITH PERMANENT

VEGETATION FOR SITE ACCEPTANCE AT FINAL INSPECTION

4. ALL STORMWATER FEATURES ARE PRIVATELY MAINTAINED

5. NO SUBSTITUTIONS WITHOUT CITY OF SAVANNAH APPROVAL

6. ALL STORMWATER PIPES TO TELEVISED BY NASCO

CERTIFIED COMPANY

7. DROP INLETS TO ALSO SERVE AS CLEAN OUTS WITH

REMOVABLE GRATES

A1 GRADING & DRAINAGE PLAN

SCALE: 1" = 10' 0 5' 30'20'10'

EQUIPMENT

BUILDING

560 S.F.

FFE: 41.23'

POOL DECK EDGE

ELEV. 41.24'

2773.23 S.F.

KEYNOTES

1. 6" WIDE CONCRETE HEADER/LEVEL SPREADER. SEE

DETAIL B1/C-504

2. DURASLOT SLOTTED DRAIN PIPE. SEE DETAIL C4/C-503

3. ENDS OF LEVEL SPREADER SHALL BE BERMED AND

TIED INTO ADJACENT GRADE SUCH THAT RUNOFF IS

PREVENTED FROM FLOWING AROUND THE ENDS OF

THE SPREADER AND IS FORCED TO DISCHARGE

UNIFORMLY ACROSS THE FULL WIDTH

4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE

SUCH THAT SURFACE FLOW FROM THE PROPOSED

AREA IS DIRECTED AWAY FROM THE EXISTING

BUILDING.

SHEET LEGEND GRADING &

DRAINAGE

PLAN

CG101

TIE INTO EXISTING

STORM MANHOLE

LEVEL SPREADER

2" OVERFLOW

TO CONNECT DIRECTLY

INTO STORM DRAIN

BREAK IN SLOTTED

DRAIN FRO UTILITY

CROSSING, SUBDRAIN

PIPE TO CONTINUE

CONTRACTOR TO TIE ROOF

DRAINS INTO PROPOSED STORM DRAINS

CONTRACTOR TO TIE ROOF

DRAINS INTO PROPOSED STORM DRAINS

STORMWATER MANAGEMENT NOTES

TOTAL NEW AND REPLACED IMPERVIOUS AREA IS 4,205 SQUARE FEET.

THE POOL WATER SURFACE AREA IS NOT INCLUDED IN IMPERVIOUS AREA

CALCULATIONS. BASED ON THIS, THE PROJECT IS EXEMPT FROM

STORMWATER MANAGEMENT REQUIREMENTS

LOD LIMITS OF DISTURBANCE

SF SILT FENCE3 3

ELEVATIO

STATION

STRUC. A2.3-A2 PROFILE

HORZ. SCALE 1"= 10'

VERT. SCALE 1"= 2'

0+50 1+00

D I D

I A -2

I A -3

O U

4' (J

B A-

D I E

N D

O F

A -2

O U

8' (D

I A -2

D I A

-2 .2

D O

-2 .3

O U

0' (D

I A -2

D I A

-2 .1

I A -2

U T

.0 8'

(D I A

-2

PROPOSED GRADE

EXISTING GRADE

25-YR HGL

15" HDPE

40LF @ 1.06%

15" HDPE

54LF @ 1.00%

15" HDPE

40LF @ 0.94%

APPROX. LOCATION

OF POOL SUCTION &

RETURN PIPING CONDUITS

SLOTTED DRAIN

ELEVATIO

STATION

STRUC. A5-A0 PROFILE

HORZ. SCALE 1"= 10'

VERT. SCALE 1"= 2'

0+50 1+00

G G

A-

A -1

O U

EXISTING GRADE

25-YR HGL

12" HDPE

129LF @ 1.00%

H : X

:\F Y2

-B

\0 7.

\C G

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

STORM

SEWER

PROFILES 1

CG201

STATION

STRUC. A5-A0 PROFILE

HORZ. SCALE 1"= 10'

VERT. SCALE 1"= 2'

1+50 2+00 2+50

J B

A-

I A -2

O U

9' (E

G R

T A-

D I D

I A -2

I A -3

O U

4' (J

B A-

D I A

-4

D I A

-5

U T

.3 9'

(D I A

-3

D I A

-3

D I A

-4

U T

.9 7'

(D I A

-2

PROPOSED GRADE EXISTING GRADE

25-YR HGL

APPROXIMATE LOCATION

OF EXISTING UNDERGROUND

POWER LINE.

CONTRACTOR TO FIELD VERIFY

APPROXIMATE LOCATION

OF EXISTING GAS LINE.

CONTRACTOR TO FIELD VERIFY

15" HDPE

54LF @ 1.00%

15" HDPE

42LF @ 1.00%

12" HDPE

25LF @ 1.00%

15" HDPE

43LF @ 1.00%

SLOTTED DRAIN

H : X

:\F Y2

-B

\0 7.

\C G

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

STORM

SEWER

PROFILES 2

CG202

6 FT

2 FT

3FTNO DIVING

N O

5 FT NO DIVING

4 FT NO DIVING

N O

3 FT NO DIVING 6 FT NO DIVING

FTNO DIVINGFTNO DIVING4FTNO DIVING

VAC

4 FT

O D

6 FT NO DIVING

N O

X X

X X X X X X X X X X X X

PUMP

PIT

3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS

W W

WWWWWWWWWWWWW

SS SS SSCO

CO SSSSSSSSSSSSSS

W V

WWWWW

WWWW

U E

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

U E

UE UE

U E

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLOD

LOD LOD LOD

LODLODLOD

D LOD LO

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LODLOD

LOD LOD LOD

SSMH A3

STA = 0+93.24

TOP = 40.47

DEPTH = 8.25

INV = 33.01

SSMH A1

STA = 0+26.24

TOP = 40.97

DEPTH = 10.20

INV = 31.67

SSMH A2

STA = 0+38.32

TOP = 40.43

DEPTH = 9.18

INV = 31.91

SSMH A0

STA = 0+00.00

TOP = 40.30

DEPTH = 16.38

INV = 31.14

INV = 23.92

26.24' of 6" PVC @ 2.00%

12.07' of 6" PVC @ 2.00%

54.89' of 6" PVC @ 2.00%

G H

\P R

\F Y2

-B

\0 7.

\C U

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

KEYNOTES

1. 4" X 2" TEE WITH VALVE

2. 1 1/2" WATER SERVICE LINE

3. STUB-OUT WATER LINE FOR FUTURE CONNECTION; CAP AND

MARK. LINE TO REMAIN INACTIVE UNTIL FUTURE USE. SEE

A1/CU203 FOR DETAIL

4. 1 1/2" WATER SERVICE LINE

5. 1" SERVICE TO PUMP ROOM

6. MAINTAIN 2" WATER SERVICE TO DAYCARE THROUGHOUT

CONSTRUCTION

7. SANITARY SEWER CLEANOUT (TYP)

8. EXISTING SANITARY SEWER MANHOLE

9. 6" POOL EFFLUENT

10. LIGHT POLE, SEE ES101 FOR DETAILS

11. HOSE BIB, SEE DETAIL C2/C-503 FOR DETAILS

12. STUB-OUT AND CAP SANITARY SEWER LINE FOR FUTURE

CONNECTION

13. 1.5" PVC FOUNTAIN DRAIN WITH MINIMUM 0.5% SLOPE

14. POOL BACKWASH EFFLUENT AND PUMP ROOM FLOOR DRAIN

TO CONNECT TO SANITARY SEWER. COORDINATE FINAL

ROUTING AND UNDER-SLAB CONNECTIONS WITH PLUMBING

CONTRACTOR

SCALE: 1" = 10'

0 5' 30'20'10'SCALE:A1 UTILITIES PLAN

1" = 10'

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

UTILITIES

PLAN

CU101

LANDFILL CERTIFICATION:

THE PROPOSED WATER AND SANITARY SEWER LINES ARE NOT CONSTRUCTED ON SOLID WASTE LANDFILLS AND THAT THEY DO NOT SERVE EXISTING OR PROPOSED STRUCTURES CONSTRUCTED ON SOLID WASTE LANDFILLS.

IRRIGATION STATEMENT:

AN IRRIGATION SYSTEM IS NOT INCLUDED AS PART OF THIS PROJECT.

FIRE PROTECTION STATEMENT:

A FIRE PROTECTION SYSTEM IS NOT INCLUDED AS PART OF THIS PROJECT.

INDUSTRIAL WASTEWATER STATEMENT:

THIS PROJECT WILL NOT DISCHARGE INDUSTRIAL WASTEWATER TO THE SANITARY SYSTEM

H Y D

SS SANITARY LINE

UP UNDERGROUND ELEC.

STORM LINE

FIRE HYDRANT

CLEANOUT

(STORM & SAN)

GATE VALVE

SHEET LEGEND

WATER LINE

40' U

TILITY EASEM

EXISTING 4" WATER LINE

WATER FOUNTAIN

1" 1/2"

STEEL CASING

APPROXIATE LOCATION

OF EXISTING 4" WATER

METER

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. DEVELOPER SHALL PROVIDE RECORD DRAWINGS "AS-BUILT

PLANS" AND" FINAL PLATS" (IF APPLICABLE) IN HARD COPY AND

ELECTRONIC FORMAT, AS WELL AS, RECORD ALL EASEMENTS

THAT WILL BE DEDICATED TO CHATHAM COUNTY

4. FIELD CHANGES DURING CONSTRUCTION MUST BE SUBMITTED

FOR REVIEW AND APPROVAL BY THE CITY OF SAVANNAH WATER &

SEWER ENGINEER BEFORE CHANGES ARE IMPLEMENTED.

5. CONTRACTOR MUST JET CLEAN AND T.V. SANITARY SEWER LINES

AFTER CONNECTIONS ARE MADE TO THE EXISTING SEWER TIE-IN

POINTS. TRACER WIRE MUST BE INSTALLED FOR PVC PIPES.

6. THRUST BLOCKS ARE REQUIRED WHEREVER PIPES CHANGE

DIRECTION AND WATER TEES

G GAS LINE

STATION

SANITARY SEWER RESTROOM PROFILE

HORZ. SCALE 1"= 10'

VERT. SCALE 1"= 2'

0+50 1+00

24" RCP

6" PVC

26LF @ 2.00%

C O

O U

7' (A

C O

O U

1' (A

6" PVC

12LF @ 2.00%

C O

O U

1' (A

6" PVC

55LF @ 2.00%

W R

M H

O U

PROPOSED GRADE

EXISTING GRADE

APPROX. LOCATION

OF PROPOSED 2" WATER LINE

CROSSING

APPROX. LOCATION OF

EXISTING 2" WATER LINE

CROSSING. CONTRACTOR

TO FIELD VERIFY

OUTSIDE DROP,

IE. IN. = 23.62'

SEE A2/CU202 FOR

DETAIL

3' 3'APPROX. LOCATION OF

EXISTING 2" WATER LINE

CROSSING. CONTRACT

TO FIELD VERIFY.

APPROX. LOCATION OF

EXISTING GAS LINE

CROSSING. CONTRACTOR

TO FIELD VERIFY.

STUB-OUT AND CAP

FOR FUTURE USE

4" PVC

8LF @ 2.00%

G H

\P R

\F Y2

-B

\0 7.

\C U

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

SANITARY

SEWER

PROFILES

CU201

G H

\P R

\F Y2

-B

\0 7.

\C U

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

UTILITIES

DETAIL

CU202

SCALE:B1 CITY OF SAVANNAH SANITARY SEWER GENERAL NOTES

N.T.S.

SCALE:B2 CITY OF SAVANNAH WATER GENERAL NOTES

N.T.S.

SCALE:B4 SANITARY SERVICE LATERAL

N.T.S.

SCALE:A1 CITY OF SAVANNAH PRECAST STRUCTURE PIPE CONNECTIONS

N.T.S. SCALE:A2 CITY OF SAVANNAH STANDARD DROP MANHOLE CONNECTION

N.T.S. SCALE:A4 CITY OF SAVANNAH STANDARD PIPE BEDDING

N.T.S.

G H

\P R

\F Y2

-B

\0 7.

\C U

B Y:

, Y

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

UTILITIES

DETAIL

CU203

SCALE:B1 CITY OF SAVANNAH VERTICAL BEND RESTRAINT

N.T.S. SCALE:B2 CITY OF SAVANNAH TEE RESTRAINT (PVC PIPE)

N.T.S. SCALE:B4 CITY OF SAVANNAH REDUCER RESTRAINT

N.T.S.

SCALE:A1 CITY OF SAVANNAH TYPICAL LINE STUB

G H

\P R

\F Y2

-B

\0 7.

\C -5

, Y

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

CONSTRUCTION

DETAILS

C-501

POOL DECK CONCRETE

SCALE: N.T.S.

4" MINIMUM CONCRETE

SIDEWALK SLAB. 3000 PSI

@ 28 DAYS

NOTES:

1. CONCRETE TO BE PLAIN GREY WITH A BROOM FINISH.

2. SEAL ALL BROOM FINISHED CONCRETE WITH A SILOXANE OR SILANE BASED SEALER.

3. 3/8" EXPANSION JOINT AT ALL CURBS AND ALL VERTICAL WALLS.

4" COMPACTED GAB

12" COMPACTED SUBGRADE,

98% PROCTOR, (TYP).

4" MIN

FINISHED GRADE - SEE

PLANS

P-0025-CHA-04

CONCRETE JOINTS

6" 1'-0"

3 DEPTH

OF CONC.

CURBWALL, VARIES, SEE PLANS

POLYURETHANE ELASTOMERIC SELF-LEVELING

SEALANT, TOOLDOWN 18", COLOR TO MATCH

PAVEMENT SURFACE

BACKER ROD WITH NO BOND

PRE-FORMED, COMPRESSIBLE FILLER

THROUGH FULL DEPTH OF SLAB

ISOLATION JOINT

JOINT SEALANT COLOR TO MATCH PAVEMENT

4" RADIUS EACH SIDE

4" MAX.

EXPANSION JOINT

8" P.E. CLOSED CELL BACKER ROD

2" PRE FORMED JOINT FILLER EXTENDS FULL

WIDTH AND DEPTH OF SLAB

CONTROL JOINT

NOTES:

1. FOR ALL JOINT WIDTHS SEE CONTRACTOR DELEGATED DESIGN SUBMITTALS.

2. POLYURETHANE ELATOMERIC SELF-LEVELING SEALANT, TOOL DOWN 18", COLOR TO

MATCH PAVEMENT SURFACE.

3. LOCATE EXPANSION JOINTS EVERY 30' MAX. AND AT ALL SIDEWALK JUNCTIONS WITH

CURBS, STRUCTURES, AND OTHER SIDEWALKS.

4. LOCATE CONTROL JOINTS AS SHOWN ON SITE PLAN. SUBSTITUTE CONSTRUCTION JOINT

AT CONTROL JOINT LOCATION WHERE REQUIRED.

8" SAW CUT CONTROL JOINT

SAW CUT JOINT DEPTH TO BE 13 DEPTH OF

CONCRETE (TYP.).

P-0025-CHA-39

WATER FOUNTAIN

NTS

P-0025-CHA-44

CLEAN GRAVEL

COMPACTED SUBGRADE

CONCRETE FOOTING

(3000 psi)

SEE NOTE 3

FINISHED GRADE

BOTTOM RAIL TO BE 2" ABOVE

FINISHED GRADE

TENSION WIRE

TURN BUCLE

TRUSS ROD

BRACE RAIL

END OR CORNER POSTS

LINE POSTS

WIRE TIES

CLEAN GRAVEL TOP RAIL

DO NOT EXTEND FABRIC

KNUCKLES PAST THE TOP RAIL.

FENCE FABRIC

STRETCHER BAR

BRACE BAND

POST CAP

10'-0" O.C. (MAX)

NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LA FOR APPROVAL

2. FENCE TO BE BLACK VINYL COATED.

3. HOLD DOWN TOP OF FOOTING BELOW PAVEMENT THICKNESS

8'-0" HEIGHT CHAIN LINK FENCE

SCALE: NTS

P-0025-CHA-12

SCALE:C4 SILT FENCE - TYPE A

N.T.S.

SCALE:A4 TREE PROTECTION FENCE

N.T.S.

Kevin.Thomas Snapshot

CONSTRUCTION

DETAILS

C-502

G H

\P R

\F Y2

-B

\0 7.

\C -5

, Y

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

8'-0" HEIGHT SINGLE SWING GATE

NTS

2 12" 1" 2 12" 8'

-0

4' -0

FENCE FABRIC

ADJOINING FENCE, SEE FENCE

DETAIL FOR CONSTRUCTION

REQUIREMENTS

DO NOT EXTEND FABRIC

KNUCKLES PAST THE TOP RAIL

HINGE, 3 PER GATE

KEY LOCKABLE LATCH BY SAFETECH

HARDWARE, SLV-X1 OR EQUIVALENT

GATE POSTS

WELDED GATE FRAME

FINISHED GRADE

SEE NOTE 3

CONCRETE FOOTING (3000psi)

COMPACTED SUBGRADE

CLEAN GRAVEL

STRETCHER BAR

POST CAP

2" MAX. CLEARANCE OVER

FINISHED GRADE

NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LA FOR APPROVAL

2. FENCE TO BE BLACK VINYL COATED.

3. HOLD DOWN TOP OF FOOTING BELOW PAVEMENT THICKNESS

4. ALL GATES MUST BE SELF LATCHING / SELF CLOSING

3.00'

P-0025-CHA-10

8' -0

4' -0

CONCRETE FOOTING

(3000psi)

COMPACTED SUBGRADE

CLEAN GRAVEL

CONCRETE FOOTING

W/ STEEL SLEEVE,

FINISH GRADE

SEE NOTE 4 OF

HINGE, 2 PER GATE

2" MAX. CLEARANCE OVER

FINISHED GRADE

WELDED GATE FRAME

MALLEABLE IRON FORK TYPE LATCH

WITH DROP BAR & WITH PROVISION

FOR KEY LOCKABLE DOUBLE GATE

LATCH ASSEMBLY. LATCH ASSEMBLY

TO BE SAFETECH SLV-XS OR

EQUIVALENT

GATE POSTS

FENCE FABRIC

STRETCHER BAR

POST CAP

DO NOT EXTEND FABRIC

KNUCKLES PAST THE TOP RAILADJOINING FENCE, SEE FENCE

DETAIL FOR CONSTRUCTION

REQUIREMENTS

- 6

" M

1'- 6" MIN.

GATE OPENING, 4'

6" 1'

2 12" 1" 3" 2 12"

8'-0" HEIGHT DOUBLE SWING GATE

SCALE: NTS

NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LA FOR APPROVAL

2. FENCE TO BE BLACK VINYL COATED.

3. HOLD DOWN TOP OF FOOTING BELOW PAVEMENT THICKNESS

5. ALL GATES MUST BE SELF LATCHING / SELF CLOSING

P-0025-CHA-11

1. THE FENCING SHALL BE #9 GAUGE FENCE FABRIC, STANDARD 2-INCH CHAIN LINK

DIAMOND MESH.

SHAPE, SIZE, AND WEIGHT REQUIREMENTS FOR FENCE

POSTS AND RAILS

ITEM SHAPE OUTSIDE

DIMENSIONS

INCHES

WEIGHT

LBS./LIN. FT.

TERMINAL

POSTS

LINE POSTS

TOP & BRACE

RAILS

ROUND

*ROUND

ROUND

*ROUND

ROUND

*ROUND

2.375 2.375

1.90 1.90

1.66 1.66

3.65 3.12

2.72 2.28

2.27 1.84

* GRADE B HIGH STRENGTH STEEL

** INCLUDES END, CORNER, ANGLE, INTERSECTION

AND INTERMEDIATE BRACED POSTS

GATE FRAME MEMBERS SIZE AND WEIGHT

GATE FRAME

ROUND

*ROUND

* GRADE B HIGH STRENGTH STEEL

OUTSIDE

DIMENSIONS

INCHES

WEIGHT

LBS./LIN. FT.

1.66 1.66

2.27 1.84

GATE FRAME MEMBERS SIZE AND WEIGHT

GATE FRAME

ROUND

*ROUND

* GRADE B HIGH STRENGTH STEEL

OUTSIDE

DIMENSIONS

INCHES

WEIGHT

LBS./LIN. FT.

1.66 1.66

2.27 1.84

C-503

G H

\P R

\F Y2

-B

\0 7.

\C -5

, Y

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

NOTES:

1. CONTRACTOR TO INSTALL PER

MANUFACTURERS

RECOMMENDATIONS

SCALE:A1 TREE PROTECTION ROOT MATTING

N.T.S.

NOTES:

1. CONTRACTOR TO INSTALL PER

MANUFACTURERS

RECOMMENDATIONS

2. TREE PROTECTION ROOT MATTING TO

BE BAM! GROUND PROTECTION MATS

BY ADS, OR APPROVED EQUAL.

CONTRACTOR TO SUBMIT PRODUCT

SPECIFICATION TO LA FOR APPROVAL

PRIOR TO INSTALLATION

LOOSE KEY HOSE BIBB AT GARDEN

1" = 1'-0"

3/4" MALE HOSE TO 1" FEMALE PIPE

LOOSE KEY HOSE BIBB

1"X3" GALVANIZED NIPPLE.

1"X1-1/4" GALVANIZED THREADED

REDUCING COUPLING

1-1/4" GALVANIZED SHORT NIPPLE

1-1/4" GALVANIZED TEE WITH PLUG.

1-1/4" GALVANIZED SHORT NIPPLE

1/1/4" PLASTIC BALL VALVE

FINISHED GRADE

1-1/4" GALVANIZED RISER

1-1/4" GALVANIZED ELL WITH SHORT NIPPLE

PVC MAIN LINE AS OCCURS

PVC SLIP-THREAD COUPLER

4X4 REDWOOD

STAKE, SLOPE TOP

STAINLESS

STEEL

CLAMPS

2' -6

" M

M 1'

-6

P-0025-CHA-03

SCALE:C3 DURASLOT SLOTTED DRAIN

N.T.S.SCALE:C1 MANHOLE COVER & FRAME

N.T.S.

SCALE:A2 BOOTED RESILIENT STRUCTURE CONNECTION

N.T.S.

CHK'DMM/DD/YYREV. DESCRIPTION BY

4640 TRUEMAN BLVD

HILLIARD, OHIO 43026

NOTE: ALL DIMENSIONS

ARE ± 1/2 FOOT.

DRAWING NUMBER:

NTS

JAB

4/3/09

9 UPDATED DETAIL AND TABLE AMT 09-09-19

CORRUGATED PIPE ADAPTER GASKET

* THIRD PARTY - CODES AS SUPPLIED BY MANUFACTURER

KOR-N-SEAL is a registered trademark of NPC, Inc. (www.npc.com) PSX Systems are a product of PRESS-SEAL GASKET CORPORATION. (www.press-seal.com)

NOTES:

PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST

ENSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE

ADAPTER. EXTRA PRECAUTIONS MUST BE TAKEN TO PREVENT DIFFERENTIAL

SETTLEMENT BETWEEN THE PIPE AND MANHOLE.

SEE STANDARD DETAIL STD-201 AND TECHNICAL NOTE: 5.04 CONNECTIONS TO

MANHOLES AND STRUCTURES FOR INSTALLATION RECOMMENDATIONS.

PRESS SEAL® SYSTEMS TRELLEBORG

PIPE SIZE

CORRUGATED

PIPE ADAPTER

GASKET

PSX: DIRECT

DRIVE *

CORRUGATED

PIPE ADAPTER

GASKET

KOR-N-SEAL® *

SERIES I OR II SERIES 306

12" 1250PS 18Y CGA-12 S106-20BWS N/A(300mm) 15" 1550PS 22L CGA-15 S106-20WS N/A(375mm) 18" 1850PS 24S CGA-18 S206-24L S306-24L(450mm) 24" 2450PS 32L CGA-24 S206-32 S306-32(600mm) 30" 3050PS 40S N/A N/A N/A(750mm)

BOOTED (CORED OR CAST HOLE) RESILIENT STRUCTURE CONNECTION

12"-30" DUAL WALL SANITITE® HP

W/ CORRUGATED PIPE ADAPTER GASKET

BOOTED (CORED OR CAST HOLE)

RESILIENT STRUCTURE CONNECTION

(KOR-N-SEAL OR PSX SYSTEM)

DUAL WALL

SANITITE HP

C-504

G H

\P R

\F Y2

-B

\0 7.

\C -5

, Y

1 2

SHEET NUMBER

SUBMITTED BY: KT

CHECKED BY: ML

DRAWN BY: KT / GB / WJ

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

ISSUED FOR BID

12/5/2025

PROJECT #

K D

N D

1250471

CHATHAM

COUNTY WEST

BROAD YMCA

POOL

RENOVATION

1110 MAY ST,

SAVANNAH, GA

31415

F O

R B

/5 /2

C O

M M

/0 2/

PLAN VIEW

6" × 6" CONCRETE LEVEL SPREADER, SET ON

COMPACTED SUBGRADE. TOP OF CONCRETE

TO BE 2" ABOVE ADJACENT DOWNSTREAM

GRADE AND EMBEDDED 4" BELOW GRADE.

PROVIDE ONE CONTINUOUS #3 REINFORCING

BAR WITH CONTROL JOINTS AT 8–10 FT

SPACING. PROVIDE 1-2 FT WIDE, 2–4 IN.

THICK GRAVEL APRON (#57 STONE OR

APPROVED EQUIVALENT) AT UPSTREAM AND

DOWNSTREAM SIDE. CONSTRUCT TRUE TO

LEVEL, NO VARIATE LARGER THAN +-0.05 FT

#57 BLACK STONE

STABILIZED SLOPE

CONCRETE CURB

LOW PT.

PROFILE

SCALE:B1 LEVEL SPREADER

SYMBOL QTY BOTANICAL / COMMON NAME CONT CAL

TREES

3 LIVISTONA DECIPIENS / RIBBON PALM B&B 6' C.T.

PLANT SCHEDULE

W W

W V

W W

U E

U…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 5, 2026.