2025_07_15_Valdosta WTP No_2 Issued for Bid D.pdf

VALVE TAGEQUIPMENT TAG

MISCELLANEOUS SYMBOLS

PIPE AND FITTING SYMBOLSPROCESS PIPE IDENTIFICATION

PROCESS VALVE LOOP IDENTIFICATION PIPE TAG

GENERAL NOTES

M-1

MECHANICAL GENERAL NOTES

AND LEGEND

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

M-2

WELL NO. 1

PLAN AND SECTION

SECTION 1PLAN

N

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-3

WELL NO. 2

PLAN AND SECTION

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

SECTION 1 PLAN

N

M-4

DEGASIFICATION COMPLEX NO. 1

PLAN

PLAN

N

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-5

SECTIONS I

SECTION 1 SECTION 2

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-6

SECTIONS II

SECTION 1

SECTION 2

SECTION 3

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-7

ISOMETRIC

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

M-8

GROUND STORAGE TANK PLAN

DOME PLAN

FLOOR PLAN

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

M-9

GROUND STORAGE TANK

SECTION AND DETAILS

DETAIL A

DETAIL B DETAIL C DETAIL D

SECTION 1

M-10

GROUND STORAGE TANK

SECTIONS AND DETAILS

DETAIL D

SECTION 3

DETAIL ASECTION 2SECTION 1

DETAIL E

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-11

GROUND STORAGE TANK

DETAILS

DETAIL A

DETAIL B

DETAIL E

DETAIL D

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-12

CHEMICAL INJECTION VAULT

PLAN AND SECTION

PLAN

SECTION 1

N

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

PLAN

M-13

HIGH SERVICE PUMP STATION PLAN

N

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-14

HIGH SERVICE PUMP STATION SECTION

AND FLOW METER PAD PLAN AND SECTION

SECTION 1

SECTION 1

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

N

3'-0" CONC

ENCASEMENT

3'-0" CONC

ENCASEMENT

M-15

CHEMICAL STORAGE AREA

PLAN

N

PLAN

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-16

SECTIONS I

SECTION 1

SECTION 2 SECTION 3

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-17

SECTIONS II

SECTION 4 SECTION 5

DETAIL A

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

M-18

ISOMETRIC

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

M-19

CARBON DIOXIDE STORAGE AND FEED SYSTEM

PLAN

N

SECTION 1 DETAIL ADETAIL B

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

M-20

CARBON DIOXIDE STORAGE AND FEED SYSTEM

SECTIONS

SECTION 2 SECTION 3 SECTION 4

SECTION 1

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

M-21

SANITARY GRINDER PUMP STATION

PLAN AND SECTION

DETAIL A

N

DETAIL B

DETAIL EDETAIL D

DETAIL C

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

MD-1

MISCELLANEOUS MECHANICAL DETAILS I

DETAIL B

DETAIL D

DETAIL F

DETAIL C

DETAIL A

DETAIL G DETAIL H

DETAIL E

DETAIL JDETAIL

DETAIL A

MD-2

MISCELLANEOUS MECHANICAL DETAILS II

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

DETAIL B DETAIL C DETAIL D

DETAIL E

DETAIL F

DETAIL G

DETAIL H

DETAIL I

1'

PLAN

ELEVATION

MD-3

MISCELLANEOUS MECHANICAL DETAILS III

CITY OF VALDOSTA, GA

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

DETAIL A DETAIL B

3" FLOW METER6" MIN ABOVE

GRADE

15" 9"

3" GATE VALVE

(TYP)

MIN MIN

AB

ADDL

ALUM/AL

ALT

APPROX

BOT

BRG

B/W

CJ

CL

CLJ

CLR

CMU

COL

CONC

CONN

CONT

DET

DIA

DIAG

DL

DWG

DWL

EA

EB

EF

EL

EMBED

EQ

EQUIP

ES

EW

EXST

EXP JT

EXT

f'c f'm

FAB

FDN

FT

FH

FL

FRP

FTG

GALV

GR

GRTG

H

HAS.

HDR

HOR/HORIZ

HP

IDE

I.E.

NUMBER

AND

AT

ANCHOR BOLT

ADDITIONAL

ALUMINUM

ALTERNATE (ING)

APPROXIMATELY

BOTTOM

BEARING

BETWEEN

CONSTRUCTION JOINT

CENTERLINE

CONTROL JOINT

CLEAR

CONCRETE MASONRY UNITS

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

DETAIL

DIAMETER

DIAGONAL

DEAD LOAD

DRAWING

DOWEL

EACH

EXPANSION BOLT

EACH FACE

ELEVATION

EMBEDMENT

EQUAL (LY)

EQUIPMENT

EACH SIDE

EACH WAY

EXISTING

EXPANSION JOINT

EXTERIOR

CONCRETE COMPRESSION STRESS

MASONRY PRISM STRESS

FABRICATE (OR, ED)

FOUNDATION

FEET

FLATHEAD

FLOOR

FIBERGLASS REINFORCED PLASTIC

FOOTING

GALVANIZED

GRADE

GRATING

HIGH

HEADED ANCHOR STUD

HEADER

HORIZONTAL

HIGH POINT

INSIDE

INVERT ELEVATION

JT

LG

LLH

LLV

LOC(S)

LP

MAS

MAX

MFR

m/s

MPH

MIN

MO

NS

NTS

OC

OH

OPNG

PCJ

PREFAB

PROJ

PLG

PSF

R

REF

REINF

REQD

REV

SECT

SIM

SP

SQ

SS

STD

STIF

STIR

STL

SYM

T T/ T&B

TF

THD

TOC

TRNSV

TYP

UNO

VB

VERT

VIF

W/ W/O

WD

WP

WSTP

WWF

JOINT

LENGTH

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATION(S)/LOCATED

LOW POINT

MASONRY

MAXIMUM

MANUFACTURER

METERS PER SECOND

MILES PER HOUR

MINIMUM

MASONRY OPENING

NON-SHRINK

NOT TO SCALE

ON CENTER

OVERHEAD

OPENING

PARTIAL CONTRACTION JOINT

PREFABRICATED

PROJECTION

POUNDS PER LINEAR FOOT/FEET

POUNDS PER SQUARE FOOT/FEET

RISER(S)

REFERENCE/REFER

REINFORCE (D, ING)

REQUIRED

REVISION

SECTION

SIMILAR

SPACE (S, ED)

SQUARE

STAINLESS STEEL

STANDARD

STIFFENER

STIRRUP (S)

STEEL

SYMMETRICAL

TREAD(S)

TOP OF

TOP AND BOTTOM

TOP FACE

THREADED

TOP OF CONCRETE

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE

VAPOR BARRIER

VERTICAL

VERIFY IN FIELD

WITH

WITHOUT

DRIFT WIDTH

WORKING POINT

WATERSTOP

WELDED WIRE FABRIC

DESIGN CRITERIA:

CODES:

• INTERNATIONAL BUILDING CODE, 2018 EDITION WITH GEORGIA

AMENDMENTS

• ENVIRONMENTAL STRUCTURES: ACI 350-06 "CODE REQUIREMENTS

FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES"

• OTHER STRUCTURES: ACI 318-14 "BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE"

• AISC STEEL CONSTRUCTION MANUAL, FIFTEENTH EDITION

• AISC 360-10 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS

• TMS 402-2016 "BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES"

CONCRETE:

ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE

WITH ACI 318 REQUIREMENTS.

ALL CONCRETE SHALL BE AIR-ENTRAINED.

WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.

ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN

SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND

AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED.

ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A MINIMUM CHAMFER OF 3/4"

UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION OF

CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWING.

DESIGN LOADS:

LIVE LOADS:

• STAIRWAYS 100 PSF

• WALKWAYS 100 PSF

• PROCESS SLABS ON GRADE 300 PSF

• ELEVATED SLABS 200 PSF

• STORAGE AREAS AND ELECTRICAL ROOM 300 PSF

• GRATING AND COVER PLATE 100 PSF

ROOF SNOW LOAD:

• GROUND SNOW LOAD, Pg 0 PSF

• FLAT SNOW LOAD, PF 0 PSF

• SNOW EXPOSURE FACTOR, CE 1.0

• SNOW LOAD IMPORTANCE FACTOR, Is 1.10

• THERMAL FACTOR, CT SEE DRAWINGS

SUPERIMPOSED DEADLOADS:

• ROOFS AS NOTED

• FLOORS AS NOTED

WIND DESIGN DATA: ASCE 7-16

• ULTIMATE DESIGN WIND SPEED, Vult (3 SECOND GUST) 122 MPH

• NOMINAL DESIGN WIND SPEED, Vasd 95 MPH

• RISK CATEGORY III

• WIND EXPOSURE CATEGORY C

• ENCLOSURE CLASSIFICATION SEE DESIGN DRAWINGS

• INTERNAL PRESSURE COEFFICIENT SEE DESIGN DRAWINGS

FLOOD DESIGN DATA:

• PER NFIP FIRM MAP NO. 13185C0220E, PANEL 220 OF 400, DATED SEPTEMBER 26,

2008, NOT IN A FLOOD ZONE

EARTHQUAKE:

• RISK CATEGORY III

• SITE CLASS D

• SEISMIC DESIGN CATEGORY B

• SEISMIC IMPORTANCE FACTOR, IE 1.25

• MAPPED SPECTRAL RESPONSE ACC, SS 0.09

• MAPPED SPECTRAL RESPONSE ACC, S1 0.055

• SPECTRAL RESPONSE COEFFICIENT, SDS 0.096

• SPECTRAL RESPONSE COEFFICIENT, SD1 0.087

• SEISMIC-FORCE-RESISTING SYSTEM SEE DESIGN DRAWINGS

• DESIGN BASE SHEAR SEE DESIGN DRAWINGS

• SEISMIC RESPONSE COEFFICIENT, CS SEE DESIGN DRAWINGS

• RESPONSE MODIFICATION FACTOR, R SEE DESIGN DRAWINGS

• ANALYSIS PROCEDURE USED SEE DESIGN DRAWINGS

CONCRETE 28-DAY STRENGTH:

• STRUCTURAL CONCRETE 4500 PSI

• MASONRY FILLED CELL GROUT 2500 PSI

• CONCRETE FILL AND ENCASEMENT 2500 PSI

FOUNDATIONS:

• ALLOWABLE BEARING PRESSURE FOR STRIP AND MAT FOUNDATIONS OVER

SUBSURFACE PREPARED AS PER DRAWINGS AND SPECIFICATIONS:

• MAT FOUNDATION 1,000 PSF

• STRUCTURAL FILL 3,000 PSF

• STRIP FOOTINGS 2,000 PSF

• DEGASIFICATION COMPLEX NO. 1 2,000 PSF

• OPERATIONS BUILDING 2,000 PSF

• HIGH SERVICE PUMP STATION 2,700 PSF

• CHEMICAL STORAGE AREA 2,000 PSF

• CHEMICAL INJECTION VAULT 2,000 PSF

• MISCELLANEOUS SLABS-ON-GRADE 2,000 PSF

GENERAL CONDITIONS:

ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, MECHANICAL, CIVIL, ELECTRICAL AND SHOP DRAWINGS AND

SPECIFICATIONS.

THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS

AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE

FACILITY, SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING

WITH THE WORK.

FOR ALL ITEMS EMBEDDED IN OR PASSED THROUGH CONCRETE, THE CONTRACTOR

SHALL INITIALLY REFER TO ARCHITECTURAL, ELECTRICAL, MECHANICAL, HEATING AND

VENTILATION DRAWINGS AND APPROVED SHOP DRAWINGS FOR TYPE, SIZE, LOCATION

AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS.

THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT

EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING

STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATION

AND OTHERS.

SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER

EQUIPMENT MANUFACTURER'S REQUIREMENTS.

ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE

ADEQUATELY ISOLATED FROM THE STRUCTURES.

ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSE-

WHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT, EXCEPT

WHERE A DIFFERENT DETAIL IS SHOWN.

ALL PIPES UNDER SOIL SUPPORTED STRUCTURE SLABS AND FOOTINGS SHALL BE

ENCASED IN CONCRETE AS SHOWN ON THE STRUCTURAL DRAWINGS. PIPES SHALL

BE PRESSURE TESTED BEFORE ENCASING.

ELECTRICAL CONDUIT, PIPING, WASH HOSE STATIONS, HOSE RACKS, CONTROL PANELS,

LIGHT FIXTURES, ENCLOSURES OR ANY OTHER APPURTENANCE, SHALL NOT BE DIRECTLY

SUPPORTED OFF OF GUARDRAIL UNLESS EXPLICITLY ALLOWED BY THE STRUCTURAL

ENGINEER OF RECORD.

REINFORCING STEEL:

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.

ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS.

REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS

OTHERWISE NOTED:

• CONCRETE CAST AGAINST EARTH 3"

• FORMED SURFACES IN CONTACT WITH SOIL,

SEWAGE, WATER OR EXPOSED TO WEATHER 2"

• FORMED SURFACES NOT EXPOSED TO WEATHER OR

IN CONTACT WITH SOIL:

SLABS, WALLS AND JOISTS 3/4"

BEAMS AND COLUMNS 1-1/2"

LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT

SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEER'S

APPROVAL.

THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN

CONFORMANCE WITH ACI 315 REQUIREMENTS.

STRUCTURAL STEEL:

DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN

ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND DESIGN DRAWINGS.

ALL STRUCTURAL STEEL:

• W SHAPES - ASTM A992

• M, S AND HP SHAPES - ASTM A36

• CHANNELS AND ANGLES - ASTM A36

• HSS (SQUARE, RECTANGULAR AND ROUND) - ASTM A500

• PLATES - ASTM A36

• HIGH-STRENGTH BOLTS - ASTM F3125

• TENSION CONTROL BOLTS - ASTM F1852

• NUTS - ASTM A563

• HARDENED STEEL WASHER - ASTM F436

• ANCHOR RODS - ASTM F1554

• THREADED RODS - ASTM A36

ALL PIPE: ASTM A53, GRADE B.

THE FABRICATOR SHALL DESIGN AND DETAIL ALL PARTS OF CONNECTIONS NOT

FULLY DETAILED ON THE DESIGN DRAWINGS. THE NUMBER OF BOLTS AND OTHER

SIMILAR ELEMENTS SHOWN ON THE DRAWING ARE PICTORIAL ONLY.

SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR

REVIEW.

WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS

STRUCTURAL WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70XX.

STRUCTURAL ALUMINUM:

DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN

ACCORDANCE WITH THE LATEST "ALUMINUM DESIGN MANUAL" (ADM) SPECIFICATIONS

AND DESIGN DRAWINGS.

ALL STRUCTURAL ALUMINUM:

• ALUMINUM EXTRUDED PIPE - ASTM B429, ALLOY 6063-T6

OR ALLOY 6061-T6

• ALUMINUM EXTRUDED SHAPE - ASTM B221, ALLOY 6061-T6

• ALUMINUM SHEET AND PLATE - ASTM B209, ALLOY 6061-T6

• ALUMINUM ALLOY ROLLED THREAD PLATE - ASTM B632, ALLOY 6061-T6

• ALUMINUM CASTING - ASTM B26/B26M, ALLOY A350.6-T6

SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR

REVIEW.

WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS D1.2/D1.2M

"STRUCTURAL WELDING CODE - ALUMINUM".

WHERE ALUMINUM CONTACTS A DISSIMILAR METAL, APPLY TO THE DISSIMILAR METAL

A HEAVY BRUSH COAT OF ZINC-CHROMATE PRIMER FOLLOWED BY TWO COATS OF

ALUMINUM METAL PAINT.

WHERE ALUMINUM CONTACTS MASONRY OR CONCRETE, APPLY A HEAVY COAT OF

BITUMASTIC OR EPOXY PAINT.

FLOTATION CONSIDERATION:

STRUCTURES WERE DESIGNED TO BE NON-BUOYANT AFTER THE STRUCTURE IS

PLACED INTO SERVICE. THEREFORE, THE STRUCTURE MAY BE BUOYANT DURING

CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PROTECT ALL STRUCTURES

(NEW AND EXISTING) FROM FLOTATION DURING CONSTRUCTION, REGARDLESS OF

GROUNDWATER LEVELS, UNTIL STRUCTURES ARE PLACED IN OPERATION.

WATERSTOP

GRATING

SPAN

DIRECTION

EARTH FILL

UNDISTURBED

EARTH

CONCRETE

CONCRETE

MASONRY

STRUCTURAL

FILL

ALUMINUM

AL GRATING

CHECKERED

PLATE

SAND

GRANULAR FILL

DEMOLITION

FRP

GRATING

HOUSEKEEPING

PAD SEE A/SD-2

CONCRETE MASONRY:

DESIGN CRITERIA:

• DESIGN COMPRESSIVE STRENGTH OF MASONRY AT 28 DAYS f'm = 2,000 PSI

• ALLOWABLE STEEL STRESS fs = 25,600 PSI

CONTINUOUS INSPECTION IS REQUIRED FOR ALL MASONRY WORK.

ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH

DRAWINGS AND SPECIFICATIONS AND:

• TMS 402-16 "BUILDING CODE FOR MASONRY STRUCTURES."

• SPECIFICATION 042200

MATERIALS:

• BLOCK: CONFORM TO ASTM C90 - LOAD BEARING, NORMAL WEIGHT TWO CELL,

8"x8"x16" AND 12"x8"x16" (COMPRESSIVE STRENGTH, NET AREA 2,000 PSI)

• MORTAR: CONFORM TO ASTM C270, TYPE S. MINIMUM COMPRESSIVE STRENGTH AT

28 DAYS - 2,000 PSI. UTILIZE TYPE II CEMENT AND TYPE S LIME.

• STEEL: LADDER TYPE JOINT REINFORCEMENT AT EVERY

SECOND COURSE (16" OC). BOND BEAM AND FILLED CELL REINFORCEMENT AS PER

DRAWINGS. (ASTM A615, GRADE 60).

CONSTRUCTION:

• ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST (2) HOURS PRIOR TO

POURING LINTEL BLOCK OR TIE BEAMS.

• MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS WITHOUT FILLED CELL OR

COLUMN POURS IS TO BE 8'-0". THE CONCRETE FOR FILLED CELLS SHALL BE

RODDED OR PUDDLED DURING PLACEMENT TO ENSURE COMPLETE FILLING TO THE

BLOCK CORE.

• SEE STANDARD DETAILS AND ARCHITECTURAL DRAWINGS FOR LINTEL

REQUIREMENTS OVER OPENINGS.

• PROVIDE CLEAN OUT AND INSPECTION BLOCK OUTS IN CELLS CONTAINING

REINFORCEMENT.

GEOTECHNICAL REPORT:

GEOTECHNICAL ENGINEERING REPORT ENTITLED, "VALDOSTA WATER TREATMENT PLANT,"

BY TTL, INC, DATED JUNE 5, 2024. GEOTECHNICAL REPORT AVAILABLE UPON REQUEST.

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

GENERAL STRUCTURAL NOTES

S-1

S000STNT.RVT

ABBREVIATIONS

GENERAL NOTES

LEGEND AND SYMBOLS

WATERTIGHTNESS TESTING REQUIREMENTS:

• THE WATER-CONTAINING STRUCTURES SHALL BE FILLED WITH POTABLE WATER

AND TESTED FOR WATERTIGHTNESS PER SPECIFICATION SECTION 018819.

• PERFORM WATERTIGHTNESS TESTING PRIOR TO WATERPROOFING AND

DAMPPROOFING, INSTALLATION OF COATINGS AND LININGS, AND PRIOR TO

PLACING BACKFILL AROUND STRUCTURES.

• ALL SEEPING CRACKS SHALL BE INJECTED WITH WATER ACTIVATED

HYDROPHILIC POLYURETHANE GROUT UNTIL SEEPAGE STOPS.

ABBREVIATION NOTES:

1.ABBREVIATIONS AND DESIGNATIONS FOR STEEL MEMBERS MAY BE FOUND IN THE CURRENT

MANUAL OF STEEL CONSTRUCTION BY AISC.

2.ABBREVIATIONS OF TECHNICAL SOCIETIES AND TRADE ASSOCIATIONS MAY BE FOUND IN THE

SPECIFICATIONS.

3.WELDING SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN AWS 2.4.

DELEGATED SUBMITTALS:

1. THE FOLLOWING PORTIONS OF THE PROJECT ARE DELEGATED SUBMITTAL ITEMS

AND HAVE NOT BEEN DESIGNED BY THE ENGINEER OF RECORD:

a. EQUIPMENT, TANK AND PIPE SUPPORT ANCHORAGE

b. RAILING SYSTEMS

c. TANK RESTRAINTS

d. PRE-ENGINEERED CANOPY

e. PRESTRESSED WIRE-WRAPPED GROUND STORAGE TANK

f. FRP COMPONENTS

g. WALL MOUNTED CANOPY

h. PRE-ENGINEERED COLD FORMED STEEL TRUSS

1. DELEGATED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR

REVIEW DURING THE CONSTRUCTION PHASE OF THE PROJECT.

2. DELEGATED SUBMITTAL ITEMS SHALL BE SIGNED AND SEALED BY A STRUCTURAL

ENGINEER REGISTERED IN THE STATE OF GEORGIA.

3. DELEGATED SUBMITTAL ITEMS SHALL NOT BE ERECTED OR INSTALLED UNTIL THE

ENGINEER OF RECORD HAS REVIEWED THE SUBMITTAL DOCUMENTS AND

INDICATED THAT THEY HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL

CONFORMANCE WITH THE DESIGN OF THE STRUCTURE.

FOUNDATION PREPARATION:

ALL CONCRETE FOUNDATIONS AND SLAB-ON-GRADE SHALL BE PLACED ON GRADED AGGREGATE

BASE OR COMPACTED STRUCTURAL FILL MEETING STRUCTURAL FILL CRITERIA. INSTALL

6oz NON-WOVEN GEOTEXTILE FABRIC BETWEEN AGGREGATE AND NATIVE SOIL OR STRUCTURAL FILL.

REFER TO SPECIFICATION SECTION 312000 FOR STRUCTURAL FILL REQUIREMENTS.

UNSUITABLE SOILS SHALL BE REMOVED TO THE LIMITS SHOWN OR AS ENCOUNTERED AND

REPLACED WITH STRUCTURAL FILL COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR

MAXIMUM DRY DENSITY PER ASTM 698.

STRUCTURAL FILL SHOULD EXTEND 5-FEET BEYOND THE EDGE OF THE FOOTING, THEN AT A SLOPE OF ONE HORIZONTAL TO ONE VERTICAL TO SUITABLE BEARING SOILS, AS SHOWN ON THE DRAWINGS.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

ST I N S . BOGG

S

UP

S-4

S-4

45' - 0" 35' - 0"

1' - 0" 15' - 0" 1' - 0" 5' - 0" 1' - 0" 11' - 0" 1' - 0"

1' - 6" 1' - 6"

PIPE SUPPORT SEE

"M" DRAWINGS (TYP)

S-4

O P

N G

B E

L O

W

O P

N G

B E

L O

W

1/2" EXPANSION JOINT

MATERIAL W/ SEALANT

1/2" EXPANSION JOINT

MATERIAL W/ SEALANT

AL LADDER (TYP)

S L O

P E

/8

HP EL 198.79

LP EL 198.50

SLOPE 1/8" / 12"

LP EL 198.50

HP EL 198.58

EL 196.00

T/CONC

6"x6" OPENING

BELOW (TYP OF 2)

A

SD-2

(TYP)

10' - 0"

1/2" EXP JT

1/2" EXP JT

NOTE:

INDICATES HOUSEKEEPING OR EQUIPMENT PAD. SEE DETAILS A/SD-2 AND B/SD-2.

COORDINATE SIZE WITH SUPPLIED EQUIPMENT.

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

E U

S E

O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

T T

O B

E U

S E

R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

W

IT

H O

U T

T H

E W

R

IT

T E

N A

U T

H O

R

IZ

A T

IO

N

O F

C D

M S

M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

DEGASIFICATION COMPLEX NO. 1

FOUNDATION PLAN S-2

SWZ000CW.RVT

1/4" = 1'-0"

FOUNDATION PLAN (EL 198.50)

N structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

S-4

S-4

S-4

SIDE MOUNTED AL GUARDRAIL (TYP)

35' - 0"

S-4

(T Y

P

(TYP)

3' - 6" *

AL FLOOR DOOR W/ LADDER

(TYP OF 3)

E

SD-5

S L O

P E

/8

S

L O

P E

/8

LP EL 208.00

LP EL 208.00

B

SD-2

A

SD-4

TYPE "T-1" STAIR

A

SD-5

A

SD-2

A

S-4

(TYP)

HP EL 208.08

OPNG FOR 16" PIPE

PIPE OPENING

REFER TO

PROCESS

DRAWINGS

HINGED SIDE (TYP)

EQUIP PAD

3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0"

DESIGN LOAD DATA - DEGASIFICATION COMPLEX NO. 1

SEISMIC:

BASIC SEISMIC-FORCE-RESISTING SYSTEM: ORDINARY REINFORCED CONCRETE SHEAR WALLS

DESIGN BASE SHEAR: Cs*W

SEISMIC RESPONSE COEFFICIENT: Cs: 0.005

RESPONSE MODIFICATION FACTOR: R: 4

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

REFER TO SHEET S-1 FOR DESIGN LOAD DATA THAT IS THE SAME FOR ALL STRUCTURES.

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

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O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

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O B

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R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

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R

IT

T E

N A

U T

H O

R

IZ

A T

IO

N

O F

C D

M S

M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

DEGASIFICATION COMPLEX NO. 1

TOP PLAN S-3

SWZ000CW.RVT

1/4" = 1'-0"

TOP PLAN (EL 208.00)

N

NOTE:

1. * INDICATES DIMENSION AND/OR INFORMATION TO BE

COORDINATED BY THE CONTRACTOR WITH THE

MANUFACTURER OF THE APPROVED EQUIPMENT PRIOR

TO FABRICATION AND CONSTRUCTION.

NOTE:

INDICATES HOUSEKEEPING OR EQUIPMENT PAD.

SEE DETAILS A/SD-2 AND B/SD-2.

COORDINATE SIZE WITH SUPPLIED EQUIPMENT.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

EL 200.50

1/2" EXPANSION JOINT

MATERIAL W/ SEALANT

CJ (TYP)

CJ W/ WS (TYP)

(TYP)

5' - 0"1' - 6"

1/2" EXPANSION JOINT

MATERIAL W/ SEALANT

LP EL 198.50

HP EL 198.58

SIDE MOUNTED AL

GUARDRAIL (TYP)

EL 196.00

BAFFLE WALL

CONCRETE COATING REFER

TO SPECIFICATION 099673.23

A

SD-4

#6@12" OC EW EF

#6@12" EF VERT WITH

MATCHING (DOWELS)

S-4

A

12" MIN GRADED AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1.

EQUIP PADB

SD-2

1' - 0" 4' - 3" 4' - 0" 3' - 6" 4' - 0" 4' - 3" 1' - 0"

1' - 0" (TYP)WALL

OPNG

AL LADDER

SIDE MOUNTED AL

GUARDRAIL (TYP)

EL 196.00

T/CONC

LP EL 208.00

D

SD-1

A

SD-4

12" MIN GRADED AGGREGATE

BASE. SEE FOUNDATION

PREPARATION NOTES, S-1.

(TYP)

5' - 0"

AL GUARDRAIL

W/ HANDRAIL

CS12 STRINGER

(TYP)

B

SD-5

B

SD-4

E

SD-5

E Q

U A

L R

IS

E

R S

/4

17 TREADS @ 11" = 15' - 7"3' - 0"

(M

IN

T/CONC

EL VARIES

T/CONC

EL 196.00

G

SD-2

CONC CURB

W

IT

H M

A T

C H

IN

G

C O

R N

E R

B A

R S

T

Y P

E F

H O

R

IZ

(M

IN

E

F H

O R

IZ

T/CONC

EL VARIES

#6@12 VERT

WITH MATCHING

DOWELS

EL 196.00

T/CONC

#6@8" OC EW T&B

#6@6" OC EW T&B

W

IT

H M

A T

C H

IN

G

C

O R

N E

R B

A R

S

T Y

P

12" MIN GRADED AGGREGATE BASE. SEE

FOUNDATION PREPARATION NOTES, S-1.

5' - 0"

C L A

S S

B L

A P

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

E U

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O F

D O

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N T

S T

H E

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E D

O C

U M

E N

T S

A N

D D

E S

IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

T T

O B

E U

S E

R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

W

IT

H O

U T

T H

E W

R

IT

T E

N A

U T

H O

R

IZ

A T

IO

N

O F

C D

M S

M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

DEGASIFICATION COMPLEX NO. 1

SECTIONS AND DETAILS S-4

SWZ000CW.RVT

1/4" = 1'-0"S-2

1 SECTION

1/4" = 1'-0"S-2

2 SECTION

1/4" = 1'-0"S-3

3 SECTION

1/4" = 1'-0"S-2

4 SECTION

DETAIL

1/2" = 1'-0"

A

TYPICAL EXTERIOR WALL AND SLAB REINFORCEMENT

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

S-7

64' - 0"

S-7

(TYP)

1' - 0" 62' - 0" 1' - 0"

30' - 0"

CJ

C J

T/SLAB

EL 199.00

FLOOR DRAIN

(TYP 4 LOCATIONS)

SEE "P" DRAWINGS

HP EL 199.00 (TYP)

LP EL 198.94 (TYP)

L O

P E

O

SLOPE

SLOPE SLOPE

SLOPE

O

O P

E

MCJ

MCJ

MCJMCJ

MCJMCJMCJ MCJ

MCJMCJMCJ MCJ

(T Y

P

NOTE:

INDICATES HOUSEKEEPING OR EQUIPMENT PAD. SEE DETAILS A/SD-2 AND B/SD-2.

COORDINATE SIZE WITH SUPPLIED EQUIPMENT.

5 4

(TYP)

a = 4' - 5"

2e3e

3r

2n

2r 3r

(TYP)

a = 4' - 5" a 3e

2n

2e3e

3r

2n

2r 3r

3e

2n

DESIGN LOAD DATA - OPERATIONS BUILDING

SEISMIC:

BASIC SEISMIC-FORCE-RESISTING SYSTEM: INTERMEDIATE REINFORCED MASONRY SHEAR WALLS

DESIGN BASE SHEAR: Cs*W

SEISMIC RESPONSE COEFFICIENT: Cs: 0.035

RESPONSE MODIFICATION FACTOR: R: 3.5

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

WIND DESIGN DATA:

ENCLOSURE CLASSIFICATION: PARTIALLY OPEN

INTERNAL PRESSURE COEFFICIENT: +/- 0.18

REFER TO SHEET S-1 FOR DESIGN LOAD DATA THAT IS THE SAME FOR ALL STRUCTURES.

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

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C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

T T

O B

E U

S E

R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

W

IT

H O

U T

T H

E W

R

IT

T E

N A

U T

H O

R

IZ

A T

IO

N

O F

C D

M S

M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

OPERATIONS BUILDING

FOUNDATION PLAN S-5

SWZ000OB.RVT

1/4" = 1'-0"

FOUNDATION PLAN

N

NTS

C&C WALL PRESSURE ELEVATION

NTS

C&C ROOF PRESSURE PLAN

WIND PRESSURE (PSF) FOR COMPONENT AND CLADDING (Vult)

EFFECTIVE

WIND AREA

(SQ. FT.)

PRESSURE (+) / SUCTION (-) PRESSURE (+) / SUCTION (-) PRESSURE (+) / SUCTION (-) PRESSURE (+) / SUCTION (-) PRESSURE (+) / SUCTION (-) PRESSURE (+) / SUCTION (-) PRESSURE (+) / SUCTION (-)

ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) WALL (PSF)

ZONE 1 ZONE 2e ZONE 2n ZONE 2r ZONE 3e ZONE 3r ZONE 4 ZONE 5

OH OH OH OH OH OH

< 10.00 24.2 -59.9 -68.7 24.2 -59.9 -68.7 24.2 -87.4 -96.2 24.2 -87.4 -96.2 24.2 -87.4 -113.0 24.2 -104.0 -132.0 29.7 -32.1 29.7 -39.6

10 TO 20 19.8 -59.9 -68.7 19.8 -59.9 -68.7 19.8 -87.4 -96.2 19.8 -87.4 -96.2 19.8 -87.4 -113.0 19.8 -104.0 -132.0 29.7 -32.1 29.7 -39.6

20 TO 50 17.8 -59.9 -68.7 17.8 -59.9 -68.7 17.8 -75.6 -83.8 17.8 -75.6 -83.8 17.8 -75.6 -97.3 17.8 -89.0 -111.0 28.4 -30.8 28.4 -36.9

50 TO 100 15.2 -36.4 -59.5 15.2 -36.4 -59.5 15.2 -59.9 -67.4 15.2 -59.9 -67.4 15.2 -59.9 -77.0 15.2 -69.3 -83.9 26.6 -29.1 26.6 -33.5

>= 100 13.2 -18.7 -52.3 13.2 -18.7 -52.3 13.2 -48.1 -55.0 13.2 -48.1 -55.0 13.2 -48.1 -61.6 13.2 -54.4 -63.2 25.3 -27.8 25.3 -30.8

TABLE NOTES:

1. TO CONVERT ULTIMATE WIND PRESSURES TO NOMINAL WIND PRESSURES, MULTIPLY THE VALUES BY 0.6.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

STEEL ROOF TRUSS

(TYP)

12" CMU WALL

(TYP)

METAL DECK

NOTE 2

S L O

P E

:1

S

L O

P E

:1

69' - 0"

O H

O H

2' - 6" 1' - 0" 62' - 0" 1' - 0"

OH

2' - 6"

1' - 0" TRUSSES @ 4'-0" = 60' - 0" 1' - 0"

8" CMU PARTITION

WALL (TYP)

SEE NOTE 7

SEE NOTE 7

12"x16" MIN CONCRETE

TIE BEAM

STEEL ROOF DECK

MASONRY WALL

TYPICAL VERTICAL

FILLED CELL

REINFORCING WITH

STANDARD HOOK AT

TOP END

TYPICAL BOND

BEAM REINFORCING

GROUT-FILLED

U-BLOCKS (TYP)

M

IN1

LAP SPLICE

CLASS 'B' TENSION

A

S-7

STEEL ROOF DECK

GALV L7x4x3/8 LLV CONT WITH 1/2"ø BENT BAR ANCHOR

BOLTS @ 24"OC WITH 2 3/4"

MINIMUM EMBED (2)-#5 (TYP)

GROUT FILLED

U-BLOCKS (TYP)

M

IN

DECK FASTENER

PER NOTES

EXTERIOR MASONRY WALL

T/MASONRY WALL

EL VARIES

(2)-#5 T&B

#4 TIES @12" OC

PRE-ENGINEERED COLD FORM STEEL TRUSS NOTES:

TRUSS MANUFACTURER TO DESIGN TRUSS IN CONFORMANCE WITH INTERNATIONAL BUILDING

CODE, 2018, WITH GEORGIA AMENDMENTS

1. ROOF SYSTEM:

ROOF SUPERIMPOSED LOADS (ASD):

DL (SUPERIMPOSED) = 10 PSF

DL (DECK + SUPERIMPOSED) = 20 PSF

SUPERIMPOSED LL (NON-REDUCIBLE) = 20 PSF

NET WIND UPLIFT = -28 PSF

SNOW LOAD = 0 PSF

2. ROOF DECK:

A. GALVANIZED DECK: 1.5B, 20 GAGE, G60 BY VULCRAFT OR APPROVED EQUAL.

B. SUPPORT FASTENERS:

#12 SCREWS** 36/4 PATTERN OR APPROVED EQUAL.

C. SIDELAP FASTENERS:

(3)-#12 SCREWS SIDELAP CONNECTOR PER SPAN OR APPROVED EQUAL.

** COORDINATE FASTENER MODEL WITH TRUSS CHORD THICKNESS.

ROOF FRAMING:

PRE-ENGINEERED COLD FORM STEEL TRUSSES BASED ON 4 FT SPACING.

TOP CHORD SUPERIMPOSED DL (ASD) 80 PLF

TOP CHORD SUPERIMPOSED LL (ASD) 80 PLF

BOTTOM CHORD SUPERIMPOSED DL (ASD) 40 PLF

3. PRE-ENGINEERED COLD FORMED STEEL TRUSS CALCULATIONS (INCLUDING CONNECTIONS

TO STRUCTURE) AND SHOP DRAWINGS, SHOWING ALL TEMPORARY AND PERMANENT

BRACING, AND SHEAR BRACES/TRUSSES/BLOCKING TO TRANSFER DIAPHRAGM LOADS

SHALL BE SIGNED AND SEALED BY A GEORGIA REGISTERED PROFESSIONAL ENGINEER AND

SUBMITTED TO ENGINEER FOR REVIEW.

4. REFER TO ARCHITECTURAL, HVAC, PLUMBING AND ELECTRICAL DRAWINGS FOR

ADDITIONAL EQUIPMENT TO BE SUPPORTED BY THE TRUSSES. TRUSS DESIGNER TO

USE ACTUAL WEIGHT OF EQUIPMENT PROVIDED.

5. COORDINATE LOCATION AND SIZE OF ROOF OPENINGS WITH ARCHITECTURAL,

HVAC AND PLUMBING DRAWINGS. FRAME ALL OPENINGS LARGER THAN 12" WITH

COLD FORM STEEL FRAMING DESIGNED BY TRUSS MANUFACTURER.

6. SEE DESIGN DRAWINGS AND STANDARD DETAILS FOR FURTHER DESIGN AND LOAD

REQUIREMENTS.

7. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATION SECTION 107316 FOR OVERHEAD

CANOPY AT ENTRANCE. CANOPY SHALL NOT BE CONSTRUCTED UNTIL DRAWINGS AND

REACTIONS HAVE BEEN SUBMITTED TO, REVIEWED AND APPROVED BY THE ENGINEER.

PROVIDE CONTINUOUS BOND BEAM OR VERTICAL FILLED CELL AT LOCATIONS OF

CANOPY ANCHORAGE. CANOPY'S ENGINEER SHALL PROVIDE ANCHORAGE

DESIGN. SUBMIT DESIGN CALCULATIONS, SIGNED AND SEALED BY PROFESSIONAL

ENGINEER REGISTERED IN GEORGIA.

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

E U

S E

O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

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IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

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O B

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S E

R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

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IT

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

OPERATIONS BUILDING

ROOF PLAN S-6

SWZ000OB.RVT

1/4" = 1'-0"

ROOF PLAN

DETAIL

1/2" = 1'-0"

A

TYPICAL EXTERIOR WALL CAP BEAM

DETAIL

1" = 1'-0"

B

EXTERIOR WALL CONNECTION

N

NOTE:

1. REFER TO SD-3 FOR STANDARD MASONRY DETAILS

structural

No. 001701

RE

G I STERED

ENG I NEER

G

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RG IA

J U

A

GRADE EL SEE CIVIL

T/ BEAM

EL 213.67

T/SLAB

EL 199.00 1

T/FOOTING

EL 196.00

METAL DECK

(T Y

P

(TYP)

3' - 0"

EL 211.67

T/ WALL

5' - 0"

1' - 9" 1' - 0" 1' - 9"

4' - 6"

12" MIN GRADED AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1

#5@12" OC, EW, T&B

(TYP)

#5@12" OC EW T&B

(TYP)

VAPOR BARRIER

SEE SPECIFICATION

SECTION 031000

#5@12" OC, EW, EF

(TYP)

1/2" EXPANSION JOINT

MATERIAL WITH SEALANT

TYPICAL VERTICAL

WALL REINFORCING

DAMPPROOFING

SEE SPECIFICATION

SECTION 071113

T/ SLAB

GRADE EL SEE CIVIL

4" GDOT #57 STONE

6oz NON-WOVEN

GEOTEXTILE FABRIC

EL 199.00

(2)-1/2"ø HEADED STUD ANCHORS x 8" LONG @8" OC, CENTERED IN CONC BEAM

1/2" THICK STEEL PLATE

COLD-FORMED STEEL TRUSS

AND CONNECTION TO PLATE BY

DELEGATE ENGINEER

2" 8" 2"

1' - 0"

C

O N

C B

E A

M 6

CONCRETE TIE BEAM

COLD-FORMED STEEL

TRUSS AND CONNECTION

BY DELEGATE ENGINEER

V2

PY

V1

NOTES:

1. TRUSS TO WALL CONNECTIONS TO BE DESIGNED FOR THE FOLLOWING

SIMULTANEOUS SERVICE LOADS:

LOAD COMB 1: V1=0.42 kip, V2=0.92 kip, PY=2.5 kip

2. LOADS FOR TYPICAL TRUSS @ 4' - 0" OC

3. TRUSS SYSTEM SHALL BE CAPABLE OF TRANSFERRING VERTICAL AND

HORIZONTAL LOADS ABOVE FROM DECK TO CMU WALL. TRUSS SYSTEM

BY DELEGATE ENGINEER SHALL INCLUDE SHEAR BRACES/TRUSSES TO

TRANSFER DIAPHRAGM LOADS.

4. TRUSS TO BEARING CONNECTION AS DETAILED ON THESE DRAWINGS

IS PRELIMINARY UNTIL FINAL REACTIONS FROM DELEGATE ENGINEER

ARE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.

B

2-#5 T&B

#4 TIES @ 12" OC

1'-4"H x 1'-0"W

CONC BEAM

VERTICAL FILLED

CELL REINFORCING

T/ CONC

HEEL HEIGHT ±8",

COORDINATE

WITH TRUSS MFR

EL 213.67

NOTE:

CONCRETE TIE BEAM CONSTRUCTION JOINTS TO MATCH

MASONRY CONTROL JOINT (MCJ) LOCATIONS.

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H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

OPERATIONS BUILDING

SECTIONS AND DETAILS S-7

SWZ000OB.RVT

1/4" = 1'-0"S-5

1 SECTION

1/2" = 1'-0"S-5

2 SECTION

DETAIL

1 1/2" = 1'-0"

B

TYPICAL TRUSS BEARING AND ANCHORAGE

DETAIL

1" = 1'-0"

C

TRUSS CONNECTOR DESIGN FORCES

DETAIL

1" = 1'-0"

A

CONCRETE TIE BEAM

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

15' - 4"

MO

3' - 4" 16' - 4"

MO

6' - 4" 2' - 8"

TOP OF RIDGE 218.32

TOC EL 199.67

L1 L2

J2 J2M O

M O

J2 J2

FILLED CELL W/ #5@40"

OC VERTICAL

REINFORCING (TYP)

TYP VERTICAL

REINFORCING @

CORNERS (TYP)

12"X16" MIN

CONCRETE CAP BEAM

T/ FOOTING 196.00

GRADE EL SEE CIVIL

GROUT BOND BEAM W/ 2-#5

@48" OC MAX (TYP)

METAL DECK

MCJ

22' - 2"

BOND BEAM TO SUPPORT

CANOPY

L1

26' - 0"

MO

3' - 4" 34' - 8"

METAL DECK 12"X16" MIN

CONCRETE CAP BEAM

STEEL JOIST

T/ BEAM EL 213.67

GRADE EL SEE CIVIL

TOC EL 199.67

T/ FOOTING 196.00

M O

TYP VERTICAL

REINFORCING @

CORNERS (TYP)

FILLED CELL W/ #5@40"

OC VERTICAL

REINFORCING (TYP)

GROUT BOND BEAM W/ 2-#5

@48" OC MAX (TYP)

J1 J1

MCJ MCJ MCJ

MCJ

4' - 0" 19' - 4" 17' - 4" 19' - 4" 4' - 0"

METAL DECK

12"X16" MIN

CONCRETE CAP BEAMSTEEL JOIST

GRADE EL SEE CIVIL

TYP VERTICAL

REINFORCING @

CORNERS (TYP)

FILLED CELL W/ #5@40"

OC VERTICAL

REINFORCING (TYP)

GROUT BOND

BEAM W/ 2-#5@

48" OC MAX (TYP)

4' - 0"

MO

8' - 0"

SOLID GROUTED

4' - 0"

MO

7' - 4"

SOLID GROUTED

6' - 8"

MO

8' - 0" 26' - 0"

T/ BEAM EL 213.67

TOC EL 199.67

T/ FOOTING 196.00

M O

M O

L2

J2 J2

L2 L2

J2 J2

J2 J2

4' - 0" 19' - 4" 17' - 4" 19' - 4" 4' - 0"

BOND BEAM TO

SUPPORT CANOPY

WALL, SEE NOTE 1 WALL, SEE NOTE 1

L2

J2 J2

L2

J2 J2

FILLED CELL W/ #5@40"

OC VERTICAL

REINFORCING (TYP)

TYP VERTICAL

REINFORCING @

CORNERS (TYP)

12"X16" MIN

CONCRETE CAP BEAM

GRADE EL SEE CIVIL

GROUT BOND BEAM W/ 2-#5

@48" OC MAX (TYP)

METAL DECK

M O

M O

9' - 4"

MO

6' - 4" 19' - 0"

MO

5' - 4" 4' - 0"

TOC EL 199.67

TOP OF RIDGE 218.36

T/ FOOTING 196.00

MCJ

22'-2"

A B C D E F G H

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M

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H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

OPERATIONS BUILDING

MASONRY ELEVATIONS S-8

SWZ000OB.RVT

3/16" = 1'-0"

NORTH ELEVATION FOR MAIN BUILDING

3/16" = 1'-0"

WEST ELEVATION FOR MAIN BUILDING

3/16" = 1'-0"

EAST ELEVATION FOR MAIN BUILDING

3/16" = 1'-0"

SOUTH ELEVATION FOR MAIN BUILDING

NOTE:

1. PROVIDE FULLY GROUTED CELLS AND VERTICAL REINFORCEMENT

FOR ALL CELLS ON THIS WALL ONLY. JAMB, LINTEL, OPENING

REINFORCEMENT IS STILL REQUIRED PER DETAILS ON SD -3

LEGEND

LINTEL TYPE, DETAL F/SD-3

JAMB TYPE, DETAIL H/SD-3 & K/SD-3

OPENING LABEL

LX

JX

X structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

S-9

CONCRETE

ENCASEMENT

(TYP)

1/2" EXPANSION

JOINT MATERIAL

WITH SEALANT (TYP)

C

SD-2

(TYP)

3' - 8" *

(T Y

P

S L O

P E

HP 198.57

LP 198.40

CONCRETE

PUMP CAN

1/2" EXPANSION

JOINT MATERIAL

WITH SEALANT (TYP)

1' - 0" 1' - 0" * 1' - 8" * 1' - 0" *

1' - 0"

GRADE

EL SEE CIVIL

T/SLAB

EL VARIES

T/SLAB

PIPE ENCASEMENT

C

SD-2

F

SD-2

#5@12" TOP MAT, EW

#5@12" EF, EW

#5@12" T&B, EW

5' - 8"

M

IN

5' - 0"

EL 188.28 *

(M

IN

T/CONC

EL 200.45 *

12" MIN GRADE AGGREGATE

BASE. SEE FOUNDATION

PREPARATION NOTES, S-1

12" MIN GRADE AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1

A B C D E F G H

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M

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H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

HIGH SERVICE PUMP STATION

PLAN AND SECTION S-9

SWZ000HS.RVT

1/4" = 1'-0"

PLAN

N

_ 3/8" = 1'-0"

1 SECTION

NOTES:

1. * INDICATES DIMENSIONS AND/OR INFORMATION TO BE COORDINATED BY THE CONTRACTOR

WITH AN APPROVED EQUIPMENT MANUFACTURER PRIOR TO FABRICATION AND

CONSTRUCTION.

2. PUMP ANCHORAGE SHALL BE DESIGNED BY A DELEGATE ENGINEER REGISTERED IN THE

STATED OF GEORGIA.

3. CONCRETE PIPE SUPPORTS NOT SHOWN. REFER TO MECHANICAL DRAWINGS.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

S-12

S-12

4' - 6" 11' - 2" 6' - 0" 11' - 2" 6' - 0" 6' - 11" 1' - 6" 3' - 0" 1' - 6" 6' - 11" 6' - 0" 4' - 8" 13' - 8"

1' - 2" 23' - 0" 20' - 0" 20' - 0" 20' - 0" 1' - 2"

BOT OF TRENCH

HP EL 197.74 (TYP)

BOT OF TRENCH

LP EL 197.26 (TYP)

CURB AROUND PERIMETER

T/ CURB

FRP GRTG (TYP)

85' - 4"

1 2 3 5

A

B

2' - 5" 6"

8" 6" 83' - 0" 6" 8"

(TYP)

2' - 6"

(T Y

P

(TYP)

2' - 6"

EL 200.00 (TYP)

CHEMICAL RESISTANT COATING

@ TRENCH (TYP)

S-12

S-12

C

S-12

A

SLOPE

3' - 6"

HP EL 199.67

LP EL 199.50

HP EL 199.67

LP EL 199.50 LP EL 199.50

HP EL 199.67

LP EL 199.50

LP EL 199.50

HP EL 199.67

LP EL 199.50

SLOPE SLOPESLOPE SLOPE

SLOPE SLOPE

3' - 0" 2' - 10" 10' - 0" 4' - 3" 3' - 0" 3' - 0" 7' - 10" 3' - 0"

2'-0" THK SLAB

(AT LP EL 199.5)

(TYP)

(TYP)

S-12

B

(TYP OF 4)

BRACED BAY BRACED BAY

NOTE:

INDICATES HOUSEKEEPING OR EQUIPMENT PAD. SEE DETAILS A/SD-2 AND B/SD-2.

COORDINATE SIZE WITH SUPPLIED EQUIPMENT.

DESIGN LOAD DATA - CHEMICAL CANOPY

SUPERIMPOSED DEAD LOAD: 10 PSF

ALL LOADS FROM EQUIPMENT, PIPING AND PIPE SUPPORTS, CONDUIT AND MISCELLANEOUS ITEMS LOCATED ON THE CANOPY OR SUSPENDED FROM THE ROOF ARE TO BE VERIFIED WITH APPROVED LAYOUTS AND SUBMITTALS BY THE CONTRACTOR AND PROVIDED TO THE CANOPY MANUFACTURER. THE

REQUIRED LOADS SHALL BE SUBMITTED WITH THE CANOPY CALCULATIONS.

ROOF LIVE LOAD: 20 PSF

WIND DESIGN DATA:

ENCLOSURE CLASSIFICATION: OPEN

INTERNAL PRESSURE COEFFICIENT: NOT APPLICABLE

REFER TO SHEET S-1 FOR DESIGN LOAD DATA THAT IS THE SAME FOR ALL STRUCTURES.

A B C D E F G H

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M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282N. SHEKAR

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

CHEMICAL STORAGE AREA

FOUNDATION PLAN S-10

SWZ001CH.rvt

1/4" = 1'-0"

FOUNDATION PLAN

N

NOTES:

1. * INDICATES DIMENSIONS AND/OR INFORMATION TO BE COORDINATED BY THE CONTRACTOR WITH THE

MANUFACTURER OF THE APPROVED EQUIPMENT PRIOR TO FABRICATION AND CONSTRUCTION.

2. PRE ENGINEERED STRUCTURAL STEEL FOR CANOPY SHALL BE GALVANIZED UNO.

3. STRUCTURE SHALL NOT BE FABRICATED OR CONSTRUCTED UNTIL THE SUBMITTAL OF THE PRE- ENGINEERED BUILDING ANCHOR BOLT LOCATIONS AND FOUNDATION REACTIONS HAVE BEEN REVIEWED AND ADJUSTMENTS TO THE STRUCTURE HAVE BEEN COMPLETED IF REQUIRED, BY THE ENGINEER.

4. THE STEEL CANOPY COMPONENTS SHALL BE DESIGNED BY A DELEGATE ENGINEER. SEE SPECIFICATION 133419.

5. PRIOR TO SUBMITTING SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL, COORDINATE THE FRP TANK SIZE AND STEEL CANOPY VERTICAL AND HORIZONTAL CLEARANCES WITH THE RESPECTIVE

MANUFACTURERS TO FACILITATE INSTALLATION AND REMOVAL OF THE TANKS.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

S-12

S-12

1 2 3 5

A

B

ROOF PURLINS PER

MANUFACTURER NOT

SHOWN FOR CLARITY

S L O

P E

85' - 0"

1' - 0" 23' - 0" 20' - 0" 40' - 0" 1' - 0"

ROOF EDGE (TYP)

STEEL FRAME BY METAL

BUILDING MANUFACTURER

METAL DECK BY METAL

BUILDING MANUFACTURER.

CROSS BRACING, SIZE

AND LOCATION BY

METAL BUILDING

MANUFACTURER.

1 2 3123 a a a a= 3' - 0" (TYP)

A B C D E F G H

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M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282N. SHEKAR

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

CHEMICAL STORAGE AREA

ROOF PLAN S-11

SWZ001CH.rvt

1/4" = 1'-0"

ROOF PLAN

N

NTS

C&C WIND PRESSURE DIAGRAM

WIND PRESSURE (PSF) FOR COMPONENT AND CLADDING (Vult)

EFFECTIVE WIND

AREA (SQ. FT.)

PRESSURE (+) /SUCTION (-)

ROOF (PSF)

1 (Clear) 1 (Obst.) 2 (Clear) 2 (Obst.) 3 (Clear) 3 (Obst.)

< 10.00 38.5 -34.2 18.3 -40.2 57.7 -51.7 27.9 -61.1 77.0 -102.0 36.5 -120.0

10 TO 20 38.5 -34.2 18.3 -40.2 57.7 -51.7 27.9 -61.1 57.7 -51.7 27.9 -61.1

20 TO 50 38.5 -34.2 18.3 -40.2 57.7 -51.7 27.9 -61.1 57.7 -51.7 27.9 -61.1

50 TO 100 38.5 -34.2 18.3 -40.2 38.5 -34.2 18.3 -40.2 38.5 -34.2 18.3 -40.2

>= 100 38.5 -34.2 18.3 -40.2 38.5 -34.2 18.3 -40.2 38.5 -34.2 18.3 -40.2

TABLE NOTES:

1. FOR ASD PRESSURES, APPLY A FACTOR OF 0.6 TO THE LISTED PRESSURES CORRESPONDING TO Vult.

2. Obst. - OBSTRUCTURED WIND FLOW.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

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RG IA

J U

8"

8"

C L

R

GALV STEEL FRAME AND BASE

PLATE BY METAL BUILDING

MANUFACTURER

ROOF PURLINS BY METAL

BUILDING MANUFACTURER

(TYP)

METAL DECK BY METAL

BUILDING MANUFACTURER

SODIUM HYPOCHLORITE TANK

(SEE "M" DRAWINGS)

PROVIDE VAPOR RETARDER

PER SPECIFICATION 033000

(TYP)

A B

#6@12” T&B, EW

EL 200.00

T/CURB

T/GRATING

EL 199.50

HP EL 197.74

LP EL 197.26

12" MIN GRADED AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1.

(TYP)

5' - 0"

TOS EL 222.50

BOC EL 196.25

T/EQUIP PAD EL 200.17

1 2 3 54

CONCRETE COATING

REFER TO SPECIFICATION 099673.33

T/CURB

12" MIN GRADED AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1.

(TYP)

5' - 0"

EL 200.00

LP EL 199.50

LP EL 199.50

#6@12" T&B, EW

LP EL 199.50

LP EL 199.50 LP EL 199.50

LP EL 199.50

(T Y

P

M

IN

HP EL 199.67 HP EL 199.67

HP EL 199.67 HP EL 199.67

(M

IN

L

P

(TYP)

1' - 0"

PEDESTAL

COLUMN

2-#4@ TIE

SETS IN TOP 6"

2'' NON-SHRINK

GROUT

REFER SECTION 1 FOR

SLAB REINF

8-#7

COL

B 3 "3

3"3"

CONCRETE

BASEPLATE BY

CANOPY ENGINEER

(4)-3/4” ⌀ F1554, GR36 STANDARD

HEX HEAD ANCHOR BOLTS WITH

HEX NUTS AND GRADE A WASHERS

EMBEDDED 12” MINIMUM INTO

CONCRETE SET IN STANDARD HOLE

IN BASEPLATE (TYP)

COL

COL

B

1' - 3" 1' - 3"

WALL

REINFORCING

(8)-#7 SET OF 3-#4 TIES. ALTERNATE

POSITION OF HOOKS FOR

SUCCESSIVE CROSS TIE SETS

COL

COL

B

(8)-#7

WALL

REINFORCING

SET OF 3-#4 TIES. ALTERNATE

POSITION OF HOOKS FOR

SUCCESSIVE CROSS TIE SETS

2' - 0" 1' - 2"

COL

COL

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

E U

S E

O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

T T

O B

E U

S E

R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

W

IT

H O

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IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282N. SHEKAR

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

CHEMICAL STORAGE AREA

SECTIONS AND DETAILS S-12

SWZ001CH.rvt

1/4" = 1'-0"S-10

2 SECTION

1/4" = 1'-0"S-10

1 SECTION

3/4" = 1'-0"S-10

3 SECTION

DETAIL

1/2" = 1'-0"

C

COLUMN ANCHOR BOLTS

DETAIL

1/2" = 1'-0"

A

PIERS

NOTES:

1. * COORDINATE CANOPY HEIGHT WITH SELECTED STORAGE TANKS.

DETAIL

1/2" = 1'-0"

B

CORNER PIERS

structural

No. 001701

RE

G I STERED

ENG I NEER

G

EO

RG IA

J U

S-13

1' - 6" 20' - 0" 1' - 6"

23' - 0"

1' - 0" 18' - 0" 1' - 0"

1'-6"X1'X6"X1'-6" SUMP

AL LADDER

SLOPE

S L O

P E

PIPE OPENING REFER

TO PROCESS DRAWINGS

T/SLAB

EL VARIES

LP EL 191.33

HP EL 191.50

4' - 0"

M

IN

GRADE EL

SEE CIVIL

T/WALL

EL 198.00

PIPE OPENING REFER TO

PROCESS DRAWINGS

#6@12” T&B

D

SD-1

#6@12” EW, EF WITH

MATCHING DOWELS

AND CORNER BARS (TYP)

L A

P S

P L

IC

E

C L A

S S

B T

E N

S

IO

N

T/SLAB

EL VARIES

3/8" THK AL STIFFENED

COVER PLATE

HP EL 191.50

LP EL 191.33

1'-4"X1'X4"X1'-4" SUMP

12" MIN GRADED AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1

S-13

1' - 0" 18' - 0" 1' - 0"

4' - 6" 4' - 6" 4' - 6" 4' - 6"

A W x .3

A W x .3

A W x .3

3/8" THICK AL STIFFENED

COVER PLATE

F

SD-4

EL 198.00

T /A

L E

L

.9

T /A

L E

L

.9

T /A

L E

L

.9

T/COVER PLATE

(TYP, UNO)

AW8x7.08

A W x .0

3'-0" SQ REMOVABLE AL

STIFFENED COVER PLATE

(TYP OF 2 LOCATIONS)

F

SD-5

SIM (TYP)

A

- (TYP)

A W x .0

AW8x7.08

/4

/2

"AW9X8.36

(2)-5/8" DIA BOLTS

TOP OF

CONC

L4X4X 3/8 CLIP ANGLE

EITHER SIDE, SAME

MATERIAL AS BEAM

DRILL AND EPOXY (2)-5/8" DIA 316 SS

THREADED RODS WITH HILTI HIT-RE

500 V3 AND 6" EMBED.

COVER PLATE

3/4"

2 1/2"

CUT BOTTOM FLANGE

WHERE REQUIRED

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

E U

S E

O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

T T

O B

E U

S E

R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

W

IT

H O

U T

T H

E W

R

IT

T E

N A

U T

H O

R

IZ

A T

IO

N

O F

C D

M S

M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282Y. MOHAMMED

M. TRAPP

K. FRANCOFORTE

R. KEEFE

J. BOGGS

CHEMICAL INJECTION VAULT

PLANS AND SECTION S-13

SWZ000CV.RVT

3/8" = 1'-0"

FOUNDATION PLAN

N

_ 1/2" = 1'-0"

1 SECTION

3/8" = 1'-0"

TOP PLAN

N

_ 3/4" = 1'-0"

3 DETAIL

NOTES:

1. AW: INDICATES ALUMINUM ASSOCIATION STANDARD

W-SHAPES (FORMERLY I SHAPES).

2. CONCRETE PIPE SUPPORTS NOT SHOWN. REFER TO

MECHANICAL DRAWINGS.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

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RG IA

J U

* 68' - 6"

T/14" CONC SLAB

EL 199.00

REINF: #6@12" EW, T&B

S-14

T/30" CONC SLAB

EL 198.50

REINF: #6@12" OC EW T&B

* 29' - 2"

S-14

S-14

F

SD-2

16' - 3"

T/12" CONC SLAB

EL 197.50

REINF: #6@12" EW, T&B

D

SD-1

(SIM)

1/2" EXPANSION

JOINT MATERIAL

WITH SEALANT

S-14

F

SD-2

16' - 3"

T/12" CONC SLAB

EL 201.80

REINF: #6@12" EW, T&B

D

SD-1

(SIM)

1/2" EXPANSION

JOINT MATERIAL

WITH SEALANT

GRADE EL

SEE CIVIL

B

SD-2

F

SD-2

(TYP)

(M

IN

12" MIN GRADED AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1

PIPE PENETRATION

SEE "M" DRAWINGS

D

SD-1 (TYP)

F

SD-2

T/12" CONC SLAB

EL 199.00

REINF: #6@12" EW, T&B

T/30" CONC SLAB

7' - 0"

EL 199.00

REINF: #6@12" EW, T&B

S-14

(SIM)

GRADE EL

SEE CIVIL

(M

IN

12" MIN GRADED AGGREGATE BASE.

SEE FOUNDATION PREPARATION

NOTES, S-1

A B C D E F G H

C

D M

S M

IT

H

A L

L R

IG

H

T S

R E

S E

R V

E D

R

E U

S E

O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

IG

N

S P

R O

V

ID

E D

B Y

P R

O F

E S

S

IO

N A

L S

E R

V

IC

E

IN

C O

R P

O R

A T

E D

H E

R E

IN

A

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

IT

H

A N

D A

R E

N O

T T

O B

E U

S E

R

IN

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

W

IT

H O

U T

T H

E W

R

IT

T E

N A

U T

H O

R

IZ

A T

IO

N

O F

C D

M S

M

IT

H

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

DESIGNED BY:

JULY 2025

4651 Salsbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. PEF000106; EXP. DATE 06/30/2026

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

CITY OF VALDOSTA, GA

VALDOSTA WTP NO. 2

AND PRODUCTION WELLS

ISSUED FOR BID

20790-289282M. TRAPP

B. BENNETT

K. FRANCOFORTE

R. KEEFE

J. BOGGS

MISCELLANEOUS SLAB

PLANS, SECTIONS AND DETAILS S-14

SWZ000CP.RVT

1/4" = 1'-0"

CARBON DIOXIDE STORAGE SLAB

1/4" = 1'-0"

GENERATOR PAD

1/4" = 1'-0"

WELL NO. 1 PAD

1/4" = 1'-0"

WELL NO. 2 PAD

NN

NOTE:

* INDICATED DIMENSIONS AND/OR INFORMATION IS PRELIMINARY

AND IS TO BE COORDINATED BY THE CONTRACTOR WITH THE

MANUFACTURER OF THE APPROVED EQUIPMENT PRIOR TO

FABRICATION AND CONSTRUCTION.

_ 3/8" = 1'-0"

1 SECTION

1/4" = 1'-0"

FLOW METER PAD

N

N

N

1" = 1'-0"

PRESSURIZED SOLUTION FEED SYSTEM

_ 1/4" = 1'-0"

2 SECTION

N

NOTE:

CONCRETE PIPE SUPPORTS NOT SHOWN.

REFER TO MECHANICAL DRAWINGS.

structural

No. 001701

RE

G I STERED

ENG I NEER

G

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RG IA

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STANDARD DETAIL NOTES:

1. BASIC SLAB/WALL/BEAM REINFORCEMENT AS SHOWN ON DESIGN DRAWINGS.

2. SIZE AND SPACING OF BAR TO MATCH WALL/BEAM REINFORCEMENT AS SHOWN ON DESIGN DRAWINGS.

3. FOR ADDITIONAL BARS AT CORNERS AND INTERSECTIONS, SEE DESIGN DRAWINGS.

4. FOR DOWEL SIZE AND SPACING, SEE DESIGN DRAWINGS.

5. FOR WALLS, TERMINATE WATERSTOP AND KEYWAY 8" BELOW TOP OF WALL.

6. FOR SLABS-ON-GRADE, OMIT SEALANT ON BOTTOM OF SLAB AND EXTEND PRE-MOLDED JOINT MATERIAL

TO BOTTOM.

SEE NOTE 1

TENSION LAP

NOTE: SECOND POUR SHALL BE 24 HOURS MINIMUM AFTER INITIAL POUR.

CONTINUOUS

REINFORCING

OR LAP AS SHOWN

T

6" PVC WATERSTOP. BOND TO

INTERSECTING WATERSTOP.

TERMINATE WATERSTOP 8"

BELOW TOP OF WALL

(TYP)

3" CLEAR

INITIAL CAST

ROUGHEN JOINT

1/4" FULL AMPLITUDE

AS SPECIFIED

CASE 1

CLASS "B"

T /2

T /2

S E

E T

A B

L

E SEE NOTES 2 AND 3

SEE NOTE 1SEE NOTES 2 AND 3 SEE NOTE 1

SEE NOTES 2 AND 3

S E

E T

A B

L E

#5 3'-0"

#6 3'-8"

#7 4'-6"

#8 6'-0"

#9 7'-6"

CORNER REINFORCING INTERSECTION REINFORCING

BAR

SIZE

LAP

LENGTH

NOTES:

1. SAWCUT WIDTH 1/8" MIN - 1/4" MAX.

2. SAWCUT DEPTH 1" MIN - 1-1/2" MAX.

3. FILL JOINT TO FULL DEPTH WITH SELF-

LEVELING SEALANT. USE BACKER ROD OR

BOND BREAKER TAPE PER MANUFACTURER.

SKEWED CORNERCORNER INTERSECTION

12" EXTENSION

UNO

SEE NOTE 1

SEE NOTES

2 AND 3

SEE NOTES

2 AND 3

SEE NOTE 1

TENSION LAP SPLICE

CLASS "B"

L A

P S

P L

IC

E

C L

A S

S

B

T E

N S

IO

N

TENSION LAP SPLICE

CLASS "B"

L A

P S

P L

IC

E

C L

A S

S

B

T E

N S

IO

N

U N

O O

N D

E S

IG

D

A

W

IN

G S

U N

O O

N D

E S

IG

A

W

IN

G S

8"

SEE NOTE 3

SEE NOTE 1

SEE NOTES 2 AND 3

ROUGHEN JOINT

1/4" FULL AMPLITUDE

AS SPECIFIED

6" PVC WATERSTOP

SEE NOTE 4

4" STARTER

WALL

C L A

S S

B

D O

W E

L P

R O

J E

C T

IO

N

T E

N S

IO

N

L A

P S

P L

IC

E U

N O

ROUGHEN JOINT

1/4" FULL AMPLITUDE

AS SPECIFIED

SEE NOTE 4

C L A

S S

B

D O

W E

L P

R O

J E

C T

IO

N

T E

N S

IO

N

L A

P S

P L

IC

E U

N O

WITHOUT WATERSTOP WITH WATERSTOP

SEE NOTE 1 SEE NOTE 1

NOTES:

1. STARTER WALL MAY BE ELIMINATED AT JOINTS WITHOUT WATERSTOP AT CONTRACTOR'S OPTION.

2. PROVIDE…