2571_B Drawings.pdf

PDF 22 MB Posted May 2, 2025

Attached to: 2571-B: FCWS ¿ Trilith Tank Booster Pump Station
Solicitation number: PE-65600-NONST-2025-000000155
Issued by: Fayette County, Georgia

About this file

Written by GovTribe AI · May 5, 2025

The provided document is a comprehensive set of engineering drawings for the FCWS-Trilith Tank Booster Pump Station project, prepared by ARCADIS for Fayette County Water System located in Fayetteville, Georgia. The project involves the construction of a new booster pump station with associated water infrastructure, including two 40 horsepower booster pumps, electrical systems, instrumentation, and site improvements. The drawings, issued for bid in April 2025, cover civil, structural, mechanical, electrical, and instrumentation aspects of the project, with detailed plans for the pre-fabricated pump station building, piping, grading, erosion control, and utility connections.

The project is funded by Fayette County Water System and will be located at the Trilith Studios campus, with a total disturbed area of approximately 0.63 acres. The drawings indicate a comprehensive approach to site development, including detailed specifications for electrical service from Coweta-Fayette EMC, a 480V power system, control infrastructure, and remote telemetry capabilities. The design incorporates provisions for future expansion, with spare capacity in electrical panels and considerations for potential equipment modifications. The project appears to be part of a broader water infrastructure improvement initiative, with careful attention to environmental controls, grounding systems, and compliance with local and state regulations.

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LEGAL ENTITY:

CONSULTANTS

SEALS

SHEET TITLE

ARCADIS U.S., INC.COPYRIGHT:

DATE:

PROJECT NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET OF

NO. DATE ISSUED FOR BY

2 3 4 5 6

ARCADIS U.S., INC.

2839 PACES FERRY ROAD

SUITE 900 ATLANTA, GA 30339

TEL: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY,

FAYETTEVILLE, GA 30214,

UNITED STATES

PROJECT STATUS:

REVISIONS

NTS

:0 :5

M A u to d e s k D o c s /A

U S

-3 -T ri lit h S tu d io s E le va te d S to ra g e T a n k/

M -3

D -B

P S

.r v t

E. VAN DEVENTER

B. TARIT

T. THOMAS

APRIL 2025

30135792

G-01

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP

STATION

GENERAL

COVER SHEET AND SITE

LOCATION

FAYETTE COUNTY, GEORGIA

BID

2839 PACES FERRY ROAD, SUITE 400, ATLANTA,

GA 30339-3769 TEL: 770-431-8666 FAX: 770-435-2666

www.ARCADIS.com

LEGAL ENTITY: ARCADIS-U.S., INC.

ENGINEER OF RECORD

OWNER:

FCWS - TRILITH TANK

BOOSTER PUMP STATION

ARCADIS ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY

LOCATIONS (HORIZONTAL AND VERTICAL). THE EXISTING

UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED

FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,

THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY

THE LOCATION OF ALL UTILITIES PRIOR TO THE

COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.

LOCATION MAP

NOT TO SCALE

PROJECT LOCATION

ISSUED FOR BID

APRIL 2025

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

0 4/18/2025 ISSUED FOR BID TT

4/18/2025

LEGAL ENTITY:

CONSULTANTS

SEALS

SHEET TITLE

ARCADIS U.S., INC.COPYRIGHT:

DATE:

PROJECT NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET OF

NO. DATE ISSUED FOR BY

2 3 4 5 6

ARCADIS U.S., INC.

2839 PACES FERRY ROAD

SUITE 900 ATLANTA, GA 30339

TEL: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY,

FAYETTEVILLE, GA 30214,

UNITED STATES

PROJECT STATUS:

REVISIONS

NTS

:0 :5

M A u to d e s k D o c s /A

U S

-3 -T ri lit h S tu d io s E le va te d S to ra g e T a n k/

M -3

D -B

P S

.r v t

E. VAN DEVENTER

B. TARIT

T. THOMAS

APRIL 2025

30135792

G-02

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP

STATION

GENERAL

DRAWING INDEX

FAYETTE COUNTY, GEORGIA

BID

DRAWING INDEX

DRAWING

NUMBER

DRAWING NAME

GENERAL

G - 01

G - 02

COVER SHEET AND SITE LOCATION

DRAWING INDEX

CIVIL

C - 02 EXISTING CONDITIONS PLAN

C - 03 BOOSTER PUMP STATION SITE AND YARD PIPING PLAN

C - 04

DRAWING INDEX

DRAWING

NUMBER

DRAWING NAME

C - 01 CIVIL NOTES, SYMBOLS AND ABBREVIATIONS

C - 05

C - 06 CIVIL DETAILS

ESC-01 EROSION & SEDIMENT CONTROL LEGEND & NOTES

ESC-02

ESC-03

ESC-04

ESC-05

ELECTRICAL

I&C

I - 01 INSTRUMENTATION SYMBOLS AND LEGEND 1 OF 3

I - 02

I - 03

I - 04

E - 01 LEGEND, SYMBOLS, AND ABBREVIATIONS -SHEET 1 OF 2

LEGEND, SYMBOLS, AND ABBREVIATIONS -SHEET 2 OF 2

ELECTRICAL SITE PLAN

ONE LINE DIAGRAM

BOOSTER PUMP STATION POWER AND GROUNDING PLAN

BOOSTER PUMP STATION LIGHTING AND RECEPTACLE PLAN

INTERCONNECT WIRING DIAGRAM

VFD CONTROL SCHEMATIC

TYPICAL ELECTRICAL DETAILS- SHEET 1 OF 2

I - 05 RTU CONTROL PANEL

E - 11 TYPICAL ELECTRICAL DETAILS- SHEET 2 OF 2

PANELBOARD SCHEDULE

I - 06 INSTRUMENTATION DETAILS

ELEVATED WATER STORAGE TANK P&ID

INSTRUMENTATION SYMBOLS AND LEGEND 2 OF 3

INSTRUMENTATION SYMBOLS AND LEGEND 3 OF 3

E - 02

E - 04

E - 05

E - 06

E - 07

E - 09

E - 03

E - 08

E - 10

PRESSURE PIPE PROFILES

SITE FINISH GRADING PLAN

SOIL MAP

EROSION AND SEDIMENT CONTROL PLAN

EROSION & SEDIMENT CONTROL DETAILS (SHEET 1 OF 2)

EROSION & SEDIMENT CONTROL DETAILS (SHEET 2 OF 2)

PROCESS MECHANICAL

M - 01 MECHANICAL LEGENDS, SYMBOLS, AND ABBREVIATIONS

M - 02

M - 03

BOOSTER PUMP STATION PLAN AND SECTIONS

BOOSTER PUMP STATION SECTIONS AND DETAILS

STRUCTURAL

S - 01 GENERAL NOTES

STRUCTURAL SPECIAL INSPECTION NOTES

BOOSTER PUMP STATION BASE SLAB PLAN, SECTIONS AND DETAILS

S - 02

S - 03

BOOSTER PUMP STATION STRUCTURAL DETAILSS - 04

T. THOMAS

C-02

4 37

T. THOMAS

PRESSURE PIPE

PROFILES

FILE NAME:

PROJECT NO.:

DATE:

U se r:N N

S pe c:

S-

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CONSULTANTS

SEALS

NO. ISSUED FORDATE BY

DRAWN BY:

CHECKED BY:

SHEET TITLE

SCALE:

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP STATION

REVISIONS

APRIL 2025

ISSUED FOR BID

LEGAL ENTITY:

ARCADIS U.S., INC.

AS SHOWN

OFSHEET

PROJECT STATUS:

2839 PACES FERRY ROAD

SUITE 900, ATLANTA, GA 30339

TE: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY

FAYETTEVILLE, GA 30214

0 4/18/2025 ISSUED FOR BID TT

30239751

100% SUBMITTAL

N. NIA

T. THOMAS

C-05

CIVIL

NOTES:

1. ALL UNDERGROUND UTILITY LOCATIONS SHOULD BE CONSIDERED APPROXIMATE. THERE IS NO GUARANTEE

THAT ALL UTILITIES, WHETHER FUNCTIONAL OR ABANDONED WITHIN IN THE PROJECT AREA, ARE SHOWN ON THIS DRAWING. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE

STARTING WORK, AND SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM THIS WORK.

2. POST-GRADING TOPOGRAPHIC SURVEY IS NOT AVAILABLE, AND THEREFORE, TOPOGRAPHY CONTOUR LINES

PROVIDED ARE ESTIMATES OF EXISTING TOPOGRAPHY,

Know what'sbelow.

before you dig.Call

REXISTING GROUND

PROPOSED WATER PIPE

LEGEND

12" DIP PRESSURE PIPE

FROM EXISTING DISTRIBUTION SYSTEM TO PUMP HOUSE

SCALE: HORIZ.

VERT.

12" DIP PRESSURE PIPE

FROM PUMP HOUSE TO 12"X12" TEE

12" DIP SUCTION/DISCHARGE PRESSURE PIPE

FROM PUMP HOUSE TO STORAGE TANK

FROM STORAGE TANK TO PUMP HOUSE

ASSUMED

EXISTING GRADE

ASSUMED

EXISTING GRADE

C-05

RESTRAINT NOTES:

1. ALL PROPOSED PIPING SHALL BE RESTRAINT BY MECHANICAL JOINT OR OTHER MANUFACTURE

APPROVED RESTRAINTS.

EROSION & SEDIMENT

CONTROL

LEGEND & NOTES

FILE NAME:

PROJECT NO.:

DATE:

U se r:N N

S pe c:

S-

N C

D F ile :C

:\U

R S\

N N

C \A

C C

D O

C S\

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S ca le :1

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D at e:

Ti m e:

P lo t D at e:

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; 4 /1

; 0

La yo ut

CONSULTANTS

SEALS

NO. ISSUED FORDATE BY

DRAWN BY:

CHECKED BY:

SHEET TITLE

SCALE:

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP STATION

REVISIONS

APRIL 2025

ISSUED FOR BID

LEGAL ENTITY:

ARCADIS U.S., INC.

AS SHOWN

OFSHEET

PROJECT STATUS:

2839 PACES FERRY ROAD

SUITE 900, ATLANTA, GA 30339

TE: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY

FAYETTEVILLE, GA 30214

0 4/18/2025 ISSUED FOR BID TT

30239751

ISSUED FOR BID

N. NIA

ESC-01

EROSION & SEDIMENT CONTROL

Know what'sbelow.

before you dig.Call

MANAGEMENT PLAN:

ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER EVERY RAINFALL.

ALL NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO PREVENT FURTHER DAMAGE AND

EROSION. STRUCTURES THAT SHALL BE INSPECTED INCLUDE:

1. SEDIMENT BARRIER - SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF

THE ORIGINAL HEIGHT OF THE BARRIER. SEDIMENT BARRIERS SHALL BE REPLACED PER

MANUFACTURER'S RECOMMENDATIONS OR THE HEIGHT OF THE PRODUCT IS NOT MAINTAINING

80% OF ITS PROPERLY INSTALLED HEIGHT.

2. STORM DRAIN INLET PROTECTION - INSPECT STONE FILTER RING INLET STRUCTURE AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE FILTER RING HAS TAKEN PLACE

OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT

FURTHER DAMAGE.

3. SLOPE STABILIZATION - ALL EROSION CONTROL BLANKETS AND MATTING SHOULD BE INSPECTED

PERIODICALLY FOLLOWING INSTALLATION, PARTICULARLY AFTER RAINSTORMS TO CHECK FOR

EROSION AND UNDERMINING. ANY DISLOCATION OR FAILURE SHOULD BE REPAIRED

IMMEDIATELY. IF WASHOUTS OR BREAKAGE OCCURS, REINSTALL THE MATERIAL AFTER

REPAIRING DAMAGE TO THE SLOPE OR DITCH. CONTINUE TO MONITOR THESE AREAS UNTIL

THEY BECOME PERMANENTLY STABILIZED.

4. INLET SEDIMENT TRAP - TRAP SHOULD BE CLEANED OUT AFTER HEAVY RAIN EVENTS. SEDIMENT

SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF

THE TRAP.

5. SEEDING, FERTILIZING, AND MULCHING - SEEDED AREAS SHALL BE INSPECTED FOR FAILURE

AND NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY.

6. CONSTRUCTION ENTRANCE/EXIT - INSPECT CONSTRUCTION ROAD SURFACE DAILY, MAINTAIN WHEN NEEDED IN A CONDITION TO PREVENT SEDIMENT AND TOPSOIL FROM LEAVING THE SITE.

EROSION CONTROL

1. EROSION CONTROL PRACTICES MUST COMPLY WITH THE MINIMUM BEST MANAGEMENT

PRACTICES FOR EROSION CONTROL AND SHALL COMPLY WITH THE STANDARDS /

SPECIFICATIONS IN THE "MANUAL FOR EROSION CONTROL AND SEDIMENT CONTROL IN

GEORGIA", LATEST EDITION.

2. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO

ANY GRADING ON SITE.

3. PERMANENT VEGETATION SHALL BE PLACED AT ALL AREAS GRADED TO FINAL GRADE

IMMEDIATELY UPON COMPLETION. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE

UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. DURING UNSUITABLE

GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER (DS1). ON SLOPES THAT

ARE 2:1 OR STEEPER, MULCH WILL BE ANCHORED.

4. IN CONCENTRATED FLOW AREAS, ALL SLOPES STEEPER THAN 2.5:1 AND WITH THE HEIGHT TEN FEET OR GREATER, AND CUTS AND FILLS WITHIN STREAM BUFFER, SHALL BE STABILIZED WITH

THE APPROPRIATE EROSION CONTROL MATTING OR BLANKET.

5. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT.

EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED

ONE HALF THE CAPACITY OF THE DEVICE. THE CONTRACTOR SHALL FURNISH, INSTALL, AND

MAINTAIN ANY ADDITIONAL EROSION CONTROL MEASURES AS DIRECTED BY THE GOVERNING

JURISDICTION AND/OR THE ENGINEER.

6. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES AND ENSURE THAT THEY

ARE PROPERLY FUNCTIONING PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.

7. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS

WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF

EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING

ACTIVITIES.

9. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION

OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR

TREAT THE SEDIMENT SOURCE.

10. ANY DISTURBED AREAS LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

11. BUILDING MATERIALS AND BUILDING PRODUCTS NOT IN USE SHALL BE COVERED BY HEAVY

PLASTIC.

POLLUTION CONTROLS

1. BMP'S SUCH AS CONSTRUCTION EXITS, WATERING STATIONS, AND SWEEPERS MAY BE

UTILIZED TO MINIMIZE OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF

DUST.

2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT

UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION

OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE

JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY

VARIANCES AND PERMITS.

3. PETROLEUM BASED PRODUCTS- CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS,

TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND

MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH

EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATER,

NATURAL DRAINS AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING

TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE

CONTAMINATION. DISCHARGE OF OILS, FUELS AND LUBRICANTS IS PROHIBITED. PROPER

DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND DISPOSAL AS

REQUIRED BY LOCAL AND STATE REGULATIONS.

3.1. SOLVENTS- ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS

WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORM WATER

COLLECTION SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS AND

PRODUCT CONTAINERS WILL BE DISPOSED OF ACCORDING TO MANUFACTURER'S

SPECIFICATIONS AND RECOMMENDATIONS.

3.2. CONCRETE TRUCK WASHING- WASHOUT OF CONCRETE DRUMS AT THE CONSTRUCTION

SITE IS PROHIBITED. CONTRACTOR IS TO SELECT LOCATIONS ON THE SITE FOR CONCRETE

WASH DOWN THAT MEET THE CONDITIONS OF THE NPDES STAND ALONE PERMIT.

CONCRETE WASH DOWN AREA SHOULD BE OUTSIDE OF THE AREA THAT IS MARKED FOR

EXCAVATION. CONTRACTOR SHALL SELECT AN EPA RECOMMENDED WASHOUT BMP TO BE

USED AND SUBMIT LOCATIONS AND WASH OUT BMP TYPE FOR ENGINEER'S APPROVAL.

WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITED.

3.3. FERTILIZER/HERBICIDES- THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT

EXCEED THE MANUFACTURER'S SPECIFICATIONS OR ABOVE THE GUIDELINES SET FORTH

IN THE CROP ESTABLISHMENT OR IN THE GSWCC MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA. ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN

SEALED CONTAINERS.

3.4. CONSTRUCTION MATERIALS- NO CONSTRUCTION MATERIALS WILL BE BURIED OR

DISPOSED OF ONSITE. ALL SUCH MATERIAL WILL BE DISPOSED OF ACCORDING TO

APPLICABLE STATE AND LOCAL REGULATIONS.

3.5. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS

AUTHORIZED BY A SECTION 404 PERMIT.

4. SOIL CLEANUP AND CONTROL PRACTICES

4.1. LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP

WILL BE CLEARLY POSTED AND PROCEDURES MADE AVAILABLE TO SITE PERSONNEL.

4.2. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE

MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT

LIMITED TO: BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND,

SAWDUST AND PROPERTY LABELED PLASTIC AND METAL WASTE CONTAINERS.

4.3. SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND

ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS.

4.4. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE

REPORTED AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.

4.5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE

NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT

1-800-424-8802.

4.6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE

CONTACTED WITHIN 24 HOURS A 1-800-424-8802.

4.7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE

GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS.

4.8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL

BE CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

4.9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WHO PREPARED THIS PLAN

IF MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES

CAPACITIES OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY

GREATER THAN 660 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION

CONTAINMENT AND COUNTERMEASURES PLAN PREPARED BY A LICENSED

PROFESSIONAL.

5. A PORTABLE SANITARY WASTE UNIT WILL BE ONSITE TO COLLECT SANITARY WASTE DURING

CONSTRUCTION.

SITE NOTES:

1. PROJECT IS LOCATED IN FAYETTE COUNTY WITHIN THE CITY OF FAYETTEVILLE, GEORGIA.

2. PROJECT LATITUDE/LONGITUDE: (33.469492, -84.510849)

3. APPROXIMATE TOTAL DISTURBED ACREAGE OF THE TRILITH STUDIOS ELEVATED WATER TANK

SITE IS 0.63 ACRES.

4. THE STORMWATER RUNOFF FOR THIS PROJECT FLOWS INTO TRILITH STUDIO'S POND #5 WHICH

DISCHARGES TO SANDY CREEK. SEE STORMWATER MANAGEMENT REPORT ISSUED BY

ROCHESTER & ASSOCIATES FOR DETAILS.

5. IT IS ANTICIPATED THAT THE PROJECT WILL NOT HAVE ANY BUFFER ENCROACHMENTS AND

BUFFER VARIANCE WILL NOT BE REQUIRED.

6. WETLAND CERTIFICATION: THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON,

CERTIFIES THE FOLLOWING: THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED;

AND, WETLANDS ARE INDICATED ON THE PROPERTY; HOWEVER, NO PORTION OF PROPOSED

PROJECT AND DISTURBED AREA IS WITHIN THE WETLAND AREA. THE LAND DISTURBANCE OF

PROTECTED WETLAND SHALL NOT OCCUR.

7. NO PORTION OF THIS SITE LIES WITHIN A SPECIAL FLOOD HAZARD ZONE "AE" OR "A". THE SITE LIES WITHIN THE FIRM MAPS OF THE CITY OF FAYETTEVILLE FLOOD INSURANCE STUDY. FIRM MAP

NUMBERS: 13113C0082E AND 13113COO84E, EFFECTIVE DATE: SEPTEMBER 26, 2008.

8. MAINTENANCE AND TRAFFIC: THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD

PERMITS FROM CITY OF FAYETTEVILLE AS NECESSARY.

9. PRIMARY PERMITTEE & 24-HOUR CONTACT:

VANESSA TIGERT

FAYETTE COUNTY WATER SYSTEM

ADDRESS: 245 MCDONOUGH RD.

FAYETTEVILLE, GA 30214

PHONE: 770-320-6016

EMAIL: VTIGERT@FAYETTECOUNTYGA.GOV

CONSTRUCTION SEQUENCE:

1. FOR EACH STAGE OF CONSTRUCTION THE FOLLOWING SEQUENCE WILL

APPLY:

1.1. CONFIRM LOCATIONS OF AND CONSTRUCT/INSTALL INITIAL

EROSION AND SEDIMENT CONTROL BMPS WITHIN THE LIMITS OF

THE STAGE PRIOR TO ANY OTHER CONSTRUCTION ACTIVITIES ON

SITE. INITIAL EROSION AND SEDIMENT CONTROL BMPS SHALL

INCLUDE THE FOLLOWING: CONSTRUCTION FENCING, TREE

PROTECTION FENCING, SILT FENCING, INLET SEDIMENT TRAPS,

SAND BAG SEDIMENT BARRIER, AND CONSTRUCTION ENTRANCES.

ALL EROSION AND SEDIMENT CONTROL BMPS TO BE CONSTRUCTED

IN ACCORDANCE WITH THE PLANS.

1.2. CLEAR AND GRUB TO THE LIMITS REQUIRED FOR CONSTRUCTION

AND REMOVE EXISTING TREES AS SHOWN ON THE PLANS.

1.3. EXCAVATE TRENCHES FOR INSTALLATION OF THE WATER

INFRASTRUCTURE PIPING, AS NECESSARY, CONSTRUCT PIPE

DIVERSIONS TO DIVERT AND BYPASS RUNOFF FROM EXISTING

SYSTEM.

1.4. BEGIN INTERMEDIATE PHASE EXCAVATION AND GRADING

ACTIVITIES AFTER ALL REQUIRED INITIAL EROSION CONTROL

MEASURES HAVE BEEN INSTALLED AND CONSTRUCTED.

1.5. BEGIN CONSTRUCTION OF WATER TANK AND WATER

INFRASTRUCTURE PIPING, UTILITY RELOCATIONS, CURB AND

GUTTER, DRIVEWAYS, ROADWAYS, AND REMAINING STRUCTURES

AS SHOWN ON PLANS. INSTALL INLET PROTECTION AS SHOWN ON

PLANS.

1.6. ESTABLISH FINISHED GRADES AT EARLIEST POSSIBLE DATE.

DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY

VEGETATION AND MULCH IF LAND-DISTURBING ACTIVITIES CEASE

FOR MORE THAN 14 CALENDAR DAYS IN ACCORDANCE WITH NPDES

REQUIREMENTS. ONCE FINAL GRADES ARE ESTABLISHED, APPLY

PERMANENT SOIL STABILIZATION IN ACCORDANCE WITH PLANS.

ANY DISTURBED AREA REMAINING IDLE FOR 30 DAYS SHALL BE

STABILIZED WITH PERMANENT VEGETATION.

2. THE FOLLOWING SHALL APPLY AFTER ALL CONSTRUCTION STAGES ARE

COMPLETE:

2.1. AFTER FINAL STABILIZATION FOR THE PROJECT AS DEFINED BY

NPDES GAR100001 IS ACHIEVED, RETURN TO THE SITE AND REMOVE

ALL TEMPORARY MEASURES INCLUDING SILT FENCES, SEDIMENT

TRAPS, AND DIVERSIONS. INSTALL PERMANENT VEGETATION TO ALL

AREAS (EXCEPT IMPERVIOUS SURFACES) DISTURBED BY THE

TEMPORARY MEASURES.

2.2. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES

INCLUDING CONSTRUCTION FENCING, TREE PROTECTION FENCING,

AND CONSTRUCTION ENTRANCES WITHIN 30 DAYS AFTER FINAL

SITE STABILIZATION.

PROJECT DESCRIPTION

THE TRILITH TANK BOOSTER PUMP STATION PROJECT INCLUDES THE CONSTRUCTION OF,

PRE-FABRICATED BOOSTER PUMP STATION AND ASSOCIATED WATER INFRASTRUCTURE.

THE EXISTING TRILITH STUDIOS SITE IS A MOVIE PRODUCTION CAMPUS THAT HAS MULTIPLE STAGE

BUILDINGS FOR PRODUCTION. THE PROJECT AREA FOR THE WATER TANK IS ON AN EXISTING

GRASSED HILL ADJACENT TO THE CEMETERY NEAR AN ENTRANCE OF THE TRILITH CAMPUS.

DESCRIPTION OF BMP'S:

· INITIAL PHASE:

DURING INITIAL PHASE OF CONSTRUCTION SILT FENCE, INLET PROTECTION, STONE CHECK

DAMS AND FILTER RINGS WILL BE INCORPORATED TO PREVENT SEDIMENTS ESCAPING THE

SITE.

· INTEMEDIATE PHASE:

DURING INTERMEDIATE PHASE, USE OF SILT FENCE, INLET PROTECTION, TEMPORARY

STABILIZATION PRACTICES, DUST CONTROL, CHECK DAMS, AND FILTER RING WILL BE

INCORPORATED.

· FINAL PHASE:

DURING FINAL PHASE ALL NON IMPERVIOUS DISTURBED AREAS WILL BE STABILIZED USING

PERMANENT STABILIZATION PRACTICES.

ESC-01

D.Wilson

VETER

S PAR

VETER

S PAR

C O

M E

±2 ,3

G U

H O

±1 ,9

R300'

R150'

R E

W W

: 8

.0 0'

±8 3, SF

X X

W W

W W W

W W

SOIL INFORMATION

MAP UNIT

SYMBOL MAP UNIT NAME SLOPE (%) SYMBOL

AkA ALTAVISTA

SANDY LOAM 0 - 3

AmB APPLING SANDY

LOAM 2 - 6

CeB CECIL SANDY

LOAM 2 - 6

CeC CECIL SANDY

LOAM 6 - 10

SOIL MAP

FILE NAME:

PROJECT NO.:

DATE:

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:\U

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S ca le :1

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D at e:

Ti m e:

P lo t D at e:

E br ah im i N ia , N og ol

; 4 /1

; 0

La yo ut

CONSULTANTS

SEALS

NO. ISSUED FORDATE BY

DRAWN BY:

CHECKED BY:

SHEET TITLE

SCALE:

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP STATION

REVISIONS

APRIL 2025

ISSUED FOR BID

LEGAL ENTITY:

ARCADIS U.S., INC.

AS SHOWN

OFSHEET

PROJECT STATUS:

2839 PACES FERRY ROAD

SUITE 900, ATLANTA, GA 30339

TE: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY

FAYETTEVILLE, GA 30214

0 4/18/2025 ISSUED FOR BID TT

30239751

ISSUED FOR BID

N. NIA

ESC-02

CIVIL

Know what'sbelow.

before you dig.Call

: 87 8.

±8 3, SF

X X

LOD

DLOD

LOD

LODLOD

LOD

DLO

DLOD

LOD LOD

LOD LOD LOD

LOD

X X

LOD

EROSION & SEDIMENT

CONTROL PLAN

FILE NAME:

PROJECT NO.:

DATE:

U se r:N N

S pe c:

S-

N C

D F ile :C

:\U

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C \A

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D at e:

Ti m e:

P lo t D at e:

E br ah im i N ia , N og ol

; 4 /1

; 0

La yo ut

CONSULTANTS

SEALS

NO. ISSUED FORDATE BY

DRAWN BY:

CHECKED BY:

SHEET TITLE

SCALE:

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP STATION

REVISIONS

APRIL 2025

ISSUED FOR BID

LEGAL ENTITY:

ARCADIS U.S., INC.

AS SHOWN

OFSHEET

PROJECT STATUS:

2839 PACES FERRY ROAD

SUITE 900, ATLANTA, GA 30339

TE: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY

FAYETTEVILLE, GA 30214

0 4/18/2025 ISSUED FOR BID TT

30239751

ISSUED FOR BID

N. NIA

ESC-03

CIVIL

Know what'sbelow.

before you dig.Call

SILT FENCEX

PROPOSED GRAVEL

NOTES:

1. THE CONTRACTOR SHALL PREVENT SEDIMENT FROM ESCAPING THE SITE AND PROVIDE STREET

SWEEPING DAILY TO KEEP ROADS CLEAN. THE CONTRACTOR CAN ONLY ACCESS THE SITE VIA THE

CONSTRUCTION ENTRANCE.

2. TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.63 ACRES.

3. WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITED.

LEGEND

LOD LIMITS OF DISTURBANCE (1.30 AC)

CONSTRUCTION

STAGING AREA

LIMITS OF DISTURBANCE

CONSTRUCTION

ROAD

FINAL LOCATION OF

CONSTRUCTION STAGING

AREA TO BE FIELD

LOCATED BY

CONTRACTOR

FIELD LOCATE THE PIZOMETER.

CAP AND PROVIDE TRAFFIC

RATED LID/COVER TO PROTECT

Lat: 33.469492 Long: -84.510849

CONCRETE

WASHOUT

DOUBLE ROW

SILT FENCE

FENCE TYPE B

ESC-05

DOUBLE ROW

SILT FENCE

FENCE TYPE B

TYPE-B

COMPOST FILTER

SOCK (DOUBLE ROW)

CAN BE REMOVED

AND RE-INSTALLED

ON A DAILY BASIS

DURING

CONSTRUCTION OF

PIPE

LIMIT OF

DISTURBANCE

EXTEND EXISTING CHECK DAMS

TO THE EDGE OF PAVEMENT

LIMITS OF DISTURBANCE

Ds3

DOUBLE ROW

SILT FENCE

FENCE TYPE B

Ds3

FILL/STABALIZE AND RE-SEED

THE EXPOSED AREAS ON

SLOPE

RE-ESTABLISH GRASS

AFTER CONSTRUCTION

ACTIVITIES ARE

COMPLETEDDs3

Ds3

EROSION CONTROL NOTES:

THE CONTRACTOR SHALL STRICTLY ADHERE TO

DUST CONTROL GUIDELINES AS SET FORTH IN

THE MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA, LATEST EDITION.

ALL NON IMPERVIOUS DISTURBED AREAS TO BE

STABILIZED USING TEMPORARY/PERMANENT

STABILIZATION PRACTICES (TYPICAL). ALL

TEMPORARY/PERMANENT STABILIZATION

PRACTICES ARE TO BE IN ACCORDANCE WITH

THE MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA, LATEST EDITION.

Ds3

REMOVE DEBRIS AND

CLEAN UP EXISTING INLET

Ds3

LIMITS OF DISTURBANCE

CONSTRUCTION

ENTRANCE

ESC-0

EROSION & SEDIMENT

CONTROL DETAILS

(SHEET 1 OF 2)

EROSION & SEDIMENT CONTROL

Know what'sbelow.

before you dig.Call

ENTRANCE ELEVATION

EXIT DIAGRAM

SCALE: NONE

SIDE VIEW

FRONT VIEW

SILT FENCE -

N.T.S.

HARD SURFACE PUBLIC ROAD

SEDIMENT TRAP

(SEE NOTE 8)

CULVERT UNDER

ENTRANCE (IF NEEDED)

DIVERSION RIDGE (SEE NOTE 6)

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

GEOTEXTILE UNDERLINER

SUPPLY WATER TO WASH

WHEELS IF NECESSARY

TIRE WASHRACK AREA/

TIRE WASHERS

GEOTEXTILE UNDERLINER

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

ORIGINAL GRADE

FILE NAME:

PROJECT NO.:

DATE:

U se r:N N

S pe c:

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D F ile :C

:\U

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N N

C \A

C C

D O

C S\

\A U

S-

-T

C T

\S H

\2 5-

B O

U M

N \E

-0

W G

S ca le :1

:1 S av ed

D at e:

Ti m e:

P lo t D at e:

E br ah im i N ia , N og ol

; 4 /1

; 0

La yo ut

CONSULTANTS

SEALS

NO. ISSUED FORDATE BY

DRAWN BY:

CHECKED BY:

SHEET TITLE

SCALE:

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP STATION

REVISIONS

APRIL 2025

ISSUED FOR BID

LEGAL ENTITY:

ARCADIS U.S., INC.

AS SHOWN

OFSHEET

PROJECT STATUS:

2839 PACES FERRY ROAD

SUITE 900, ATLANTA, GA 30339

TE: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY

FAYETTEVILLE, GA 30214

0 4/18/2025 ISSUED FOR BID TT

30239751

ISSUED FOR BID

N. NIA

SCALE: NONE

Sd2-F

FILTER FABRIC INLET SEDIMENT TRAP

ESC-03

D.Wilson

PIPING

SYMBOLS

SCHEMATIC

VALVE LEGEND

ABBREVIATIONS

WELD NECK FLANGE

FLANGED

MECHANICAL JOINT

GROOVED END

WELDED

CONCRETE

BELL &

SPIGOT

CPVC/PVC/COPPER

FASTITE

(RESTRAINED JOINT)

FORGED STEEL

SOCKET/THREADED

HDPE IPS (FLANGED)

HDPE IPS

CAST IRON HUBLESS

FLANGED FLARE

BLIND FLANGE

EXPANSION JOINT

FLEXIBLE COUPLING

FLANGED

COUPLING ADAPTER

DISMANTLING JOINT

HARNESSED

DISMANTLING JOINT

FLANGED

COUPLING ADAPTER

DIAPHRAGM VALVE (DV)

RELIEF VALVE (RV)

PINCH VALVE (PI)

BALL VALVE (BV)

NEEDLE VALVE (NV)

ECCENTRIC PLUG VALVE (PV)

AIR RELEASE VALVE (AR)

FOUR-WAY VALVE (FW)

SUCTION FOOT VALVE (FV)

SLUICE GATE (SL)

GLOBE VALVE (GL)

BALL CHECK VALVE (BC)

MUD VALVE (MD)

THREE-WAY PLUG VALVE (TW)

BUTTERFLY VALVE (BFV)

AIR/VACUUM VALVE (AV)

COMBINATION AIR VALVE (CA)

CHECK VALVE (CH)

GATE VALVE (GV)

CURB STOP (CS)

AUTOMATIC PRESSURE

REDUCING VALVES (PR)

AUTOMATIC PRESSURE

SUSTAINING VALVES (PS)

SLIDE GATE (SG)

SLIDE PLATE (SP)

FC=FAIL CLOSED

FO=FAIL OPEN

SOLENOID VALVE (SV)

TELESCOPING VALVE (TV)

KNIFE GATE VALVE (KV)

BUTTERFLY DAMPER (BD)

SYM PLAN ELEV

NOTES:

1. PIPELINES, VALVES AND EQUIPMENT SHALL BE FURNISHED, FABRICATED, ERECTED AND OTHERWISE INSTALLED TO LINES, ELEVATIONS LOCATIONS, AND DIMENSIONS AS SHOWN, SPECIFIED OR REQUIRED FOR A COMPLETE INSTALLATION. THE CONTRACTOR SHALL MEASURE ALL DIMENSIONS SHOWN PROPERLY AND SHALL TAKE SUCH FIELD DIMENSIONS AS MAY BE NECESSARY TO PROPERLY INSTALL ALL PIPELINES, VALVES AND EQUIPMENT.

DIMENSIONS AND LOCATIONS OF EXISTING EQUIPMENT, PIPING, AND STRUCTURES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO NEW EQUIPMENT FABRICATION.

2. ALL PIPELINES, VALVES AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND MANUFACTURER'S SPECIFICATIONS, IN A NEAT WORKMANLIKE MANNER, AND IN

ACCORDANCE WITH APPROVED SHOP AND WORKING DRAWINGS.

3. ALL CONSTRUCTION MATERIALS REQUIRING STORAGE SHALL BE STORED IN STRICT CONFORMANCE WITH CONTRACT DOCUMENTS, MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS AND INSTRUCTIONS.

PIPE SERVICE

VALVE TYPES

EXAMPLE: VALVE LABEL

16" - BFV

DIAMETER VALVE

(INCHES) TYPE

EXAMPLE: NEW PIPE LABEL

36" - RW - DIP -

DIAMETER PIPE PIPE

(INCHES) SERVICE MATERIAL

PIPE MATERIALS

ALP AIR (LOW PRESSURE PROCESS)

CA COMPRESSED AIR

DR DRAIN

HO HYDRAULIC OIL

LS LEVEL SENSOR

OF OVERFLOW

SAM SAMPLE

SAN SANITARY

POT POTABLE WATER

AECV AUTOMATIC ELECTRONIC CONTROL VALVES

ARV AIR RELEASE VALVE

AVV AIR VACUUM VALVE

BFV BUTTERFLY VALVE

ECV ELECTRIC CHECK VALVE

GV GATE VALVE

GBV GLOVE VALVE

KGV KNIFE GATE VALVE

SG SLUICE GATE

SV SOLENOID VALVE

PRV PRESSURE REDUCING VALVE

PSV PRESSURE SUSTAINING VALVE

BS BLACK STEEL

CU COPPER

CPVC CHLORINATED POLYVINYL CHLORIDE

CS CARBON STEEL

DIP DUCTILE IRON

PVC POLYVINYL CHLORIDE

RPVC REINFORCED PVC FLEXIBLE HOSE

SSTL STAINLESS STEEL

ST STEEL

BLV BALL VALVE

DG DIVERTER GATE

HPW3 HIGH PRESSURE PLANT WATER

HT/I

HEAT TRACED/

INSULATED

LEGAL ENTITY:

CONSULTANTS

SEALS

SHEET TITLE

ARCADIS U.S., INC.COPYRIGHT:

DATE:

PROJECT NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET OF

NO. DATE ISSUED FOR BY

2 3 4 5 6

ARCADIS U.S., INC.

2839 PACES FERRY ROAD

SUITE 900 ATLANTA, GA 30339

TEL: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY,

FAYETTEVILLE, GA 30214,

UNITED STATES

PROJECT STATUS:

REVISIONS

NTS

:0 :0

M A u to d e s k D o c s /A

U S

-3 -T ri lit h S tu d io s E le va te d S to ra g e T a n k/

M -3

D -B

P S

.r v t

E. VAN DEVENTER

B. TARIT

T. THOMAS

APRIL 2025

30135792

M-01

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP

STATION

MECHANICAL

MECHANICAL LEGENDS,

SYMBOLS AND

ABBREVATIONS

FAYETTE COUNTY, GEORGIA

BID

M-02

M-03

M-03 D

4" FLOOR DRAIN

SEE NOTE 4

HEATER 30"

FROM FLOOR

36" X 80"

SINGLE DOOR

10'W X 7'H DOUBLE

HINGED HOLLOW

METAL DOOR

PUMP 1 PUMP 2

C/L

SUCTION

C/L

PUMP 1

C/L

PUMP 2

C/L

DISCHARGE

C/L 12"

DISCHARGE

C/L 12"

SUCTION

C/L 12"

SUCTION

0' - 9"

2' - 1"

13' - 4"

22' - 1"

27' - 7"

34' - 7"

2' - 0"

6' - 8"

8" FM

LOUVERED BLOWER

90" FROM FLOOR

8" PSV

AIR INTAKE

24" FROM FLOOR

ARV

4" THICK INSULATED

SANDWICH PANEL WALL

REFER TO ELECTRICAL GROUNDING

AND POWER PLAN FOR ELECTRICAL

EQUIPMENT LAYOUT

6" BFV

(TYP)

8" BFV

SEE CIVIL SHEET

FOR

CONTINUATION

SEE NOTE 3

SEE CIVIL SHEET

FOR

CONTINUATION

SEE NOTE 3

1" ARV DRAIN

SEE NOTE 5

SEE CIVIL SHEET

FOR

CONTINUATION

CONCRETE ENCASED,

SEE STRUCTURAL SHEET

FOR DETAIL

SEE NOTE 2

PRESSURE

TRANSMITTER

PRESSURE GAUGE

FCA RESTRAINED TYPE

8" FCA

W/RESTRAINTS

8" FM

12"-POT-DIP

(DISCHARGE)

PIPE SUPPORT

(TYP.)

HEATER 30"

FROM FLOOR

LOUVERED

BLOWER

90" FROM

FLOOR

12"-POT-CS

12"-POT-DIP

(SUCTION)

5" DISMANTLING

JOINT (TYP)

1" COMBINATION

AIR VALVE

PI (TYP)

1" BV (TYP)

0.5" ARV

(TYP)

PI AND PSL

(TYP)

1" BV (TYP)

10"-POT-CS

0.5"-DR-PVC

SAMPLE

POINT

12" BFV

REFER TO STRUCTURAL

FOR CONCRETE PAD

LAYOUT

SILENT CV

(TYP)

0.5" ARV (TYP)

CL. EL.= 871.50 CL. EL.= 871.51

PROVIDED BY THE

BPS

MANUFACTURER

(FROM

DISTRIBUTION

SYSTEM TO PS)

PROVIDED BY BPS

MANUFACTURER

SEE NOTE 6

(FROM PS TO

DISTRIBUTION

SYSTEM)

EL.= 875.75

8"X12" 90 REDUCING

ELBOW

PIT

METAL RAFTER PEAKED

STANDING SEAM METAL ROOM

10" CHANNEL

12"-POT-DIP

(SUCTION) 12"-POT-DIP

(DISCHARGE)

OVERLAPPING

STEEL PANELS

OVERHANG TYP.

FOR PERIMETER

REMOVABLE

LIFT EYES

ALUM GUTTERS AND DOWNSPOUT,

TYP.

PROVIDE PRECAST CONCRETE

SPLASH BLOCK AT THE BOTTOMS

OF THE DOWNSPOUTS.

SLOPE

2:12

AIR INTAKE 24"

FROM FLOOR

ARV

PROVIDED BY THE

BPS MANUFACTURER

PROVIDED BY THE

BPS

MANUFACTURER

(FROM PS TO

DISTRIBUTION

SYSTEM)

(FROM

DISTRIBUTION

SYSTEM TO PS)

CL. EL.= 871.51

PIT AND PI

8" PSV

ARV

8" BFV

HANDWHEEL

OPERATED

LEGAL ENTITY:

CONSULTANTS

SEALS

SHEET TITLE

ARCADIS U.S., INC.COPYRIGHT:

DATE:

PROJECT NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET OF

NO. DATE ISSUED FOR BY

2 3 4 5 6

ARCADIS U.S., INC.

2839 PACES FERRY ROAD

SUITE 900 ATLANTA, GA 30339

TEL: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY,

FAYETTEVILLE, GA 30214,

UNITED STATES

PROJECT STATUS:

REVISIONS

3/8" = 1'-0"

:0 :1

M A u to d e s k D o c s /A

U S

-3 -T ri lit h S tu d io s E le va te d S to ra g e T a n k/

M -3

D -B

P S

.r v t

E. VAN DEVENTER

B. TARIT

T. THOMAS

APRIL 2025

30135792

M-02

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP

STATION

MECHANICAL

PLAN AND SECTIONS

(FROM PS TO

DISTRIBUTION SYSTEM)

FAYETTE COUNTY, GEORGIA

BID

BOOSTER PUMP

STATION

SCALE: 3/8" = 1'-0"

FLOOR PLAN VIEW

SCALE: 3/8" = 1'-0"M-02

A SECTION VIEW

SCALE: 3/8" = 1'-0"M-02

B SECTION VIEW

0' 4' 6'2'

0' 4' 6'2' 0' 4' 6'2'

NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUIPMENT COORDINATION

AND INSTALLATION CONSIDERATIONS, AND FURNISH AND INSTALL ALL

EQUIPMENT, APPURTENANCES, AND SERVICES NOT PROVIDED BY THE PS

MANUFACTURER TO ALLOW FOR A COMPLETE AND OPERABLE BOOSTER PUMP

STATION SYSTEM.

2. CONTRACTOR TO INSTALL AND ENCASE IN CONCRETE PIPING FROM PS TO

DISTRIBUTION SYSTEM PRIOR TO SETTING THE PS ON THE FOUNDATION SLAB.

3. CONTRACTOR TO SET PS ON FOUNDATION SLAB THEN CONNECT AND INSTALL

DISTRIBUTION SYSTEM AND TANK CONNECTING PIPING UNDER THE PS.

4. CONTRACTOR TO ROUTE DRAIN TO TRENCH DRAIN OUTSIDE THE PS.

5. CONTRACTOR TO COMBINE AND ROUTE ALL AIR VALVE DRAINS TO DRAIN IN PS

CORNER.

6. CONTRACTOR TO GROUT FILL AROUND PIPING ONCE CONNECTED TO PS.

M-03

6" BUTTERFLY

VALVE (TYP.)

1" COMBINATION

AIR VALVE

0.5" ARVPI AND PSL

(TYP)

PIT

PUMP 2

12" SUCTION12" SUCTION

8" BFV

(TYP.)

8" PSV

8" FCA W/RESTRAINTS

12" X 8" TEE

ARV (TYP)

PI AND PIT

8' - 3"

6" X 5" ECCENTRIC

REDUCER

6" L.R.

ELBOW

5" FCA

W/RESTRAINTS

6" ELBOW

6" X 4" ECCENTRIC

REDUCER

6" L.R. ELBOW

6" SILENT CV

PI AND PSL

(TYP)

0.5" ARV

6" BFV (TYP)

LEGAL ENTITY:

CONSULTANTS

SEALS

SHEET TITLE

ARCADIS U.S., INC.COPYRIGHT:

DATE:

PROJECT NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET OF

NO. DATE ISSUED FOR BY

2 3 4 5 6

ARCADIS U.S., INC.

2839 PACES FERRY ROAD

SUITE 900 ATLANTA, GA 30339

TEL: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY,

FAYETTEVILLE, GA 30214,

UNITED STATES

PROJECT STATUS:

REVISIONS

3/4" = 1'-0"

:0 :2

M A u to d e s k D o c s /A

U S

-3 -T ri lit h S tu d io s E le va te d S to ra g e T a n k/

M -3

D -B

P S

.r v t

E. VAN DEVENTER

B. TARIT

T. THOMAS

APRIL 2025

30135792

M-03

FAYETTE COUNTY WATER

SYSTEM

FCWS-TRILITH TANK

BOOSTER PUMP

STATION

MECHANICAL

SECTIONS AND DETAILS

FAYETTE COUNTY, GEORGIA

BID

BOOSTER PUMP

STATION

0' 2' 3'1'

NOTE:

1. PIPE EXTERNAL TO STATION MUST BE

INDEPENDENTLY SUPPORTED.

SCALE: 3/4" = 1'-0"M-02

D PUMPS ENLARGED PLAN VIEW

SCALE: 3/4" = 1'-0"M-02

C SECTION VIEW

SCALE: 3/4" = 1'-0"M-03

E SECTION VIEW

0' 2' 3'1'

REINFORCEMENT LAP SPLICE, EMBEDMENT LENGTH AND STANDARD HOOKS TABLE IS

BASED ON A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 4000 PSI MINIMUM OR GREATER

AND 60000 PSI REINFORCEMENT (WITH NO EPOXY COATING).

ALL LAP SPLICES SHALL BE CLASS B SPLICES.

* THE MINIMUM LAP LENGTHS FOR BEAMS, COLUMNS AND STRAIGHT EMBEDMENTS ARE

BASED ON A 3 BAR DIAMETER MINIMUM CENTER TO CENTER BAR SPACING AND

A 2" BAR COVER. IF THE SPLICE AND/OR EMBEDMENT DOES NOT CONFORM

TO THESE REQUIREMENTS, THEN CONTRACTOR SHALL APPLY APPROPRIATE FACTORS

IN COMPLIANCE WITH ACI 318 WITH APPROVAL BY ENGINEER.

** THE MINIMUM LAP LENGTHS FOR SLABS, WALLS AND STRAIGHT EMBEDMENTS ARE

BASED ON A 6" BAR SPACING AND A 2" BAR COVER. IF THE LAP CONDITION

DOES NOT CONFORM TO THESE REQUIREMENTS, THEN USE BEAM LAP LENGTHS OR

COMPLY WITH LAP REQUIREMENTS OF ACI 318 WITH APPROVAL BY ENGINEER.

*** TOP BARS ARE DEFINED AS ALL HORIZONTAL BARS WITH 12" OR MORE FRESH

CONCRETE BENEATH.

WHERE SPLICES ARE REQUIRED BETWEEN BARS OF DIFFERENT SIZES,

THE LAP LENGTH SHALL BE NO LESS THAN THE EMBEDMENT LENGTH OF

THE LARGER BAR OR THE LAP LENGTH OF THE SMALLER BAR, WHICHEVER IS GREATER.

STRAIGHT

STRAIGHT BAR

EMBEDMENT

LENGTH

90° HOOK

EMBEDMENT

LENGTH WITH

STD HOOK

A OR G

HOOK

135° HOOK

A O

R G

H O

O K

REINFORCEMENT LAP SPLICE, EMBEDMENT LENGTH AND STANDARD HOOKS (INCHES)

BAR

SIZE

MIN LAP LENGTHS FOR MIN EMBEDMENT LENGTHS

CLASS B CLASS B

TOP*** OTHERS OTHERS

WITH

STANDARD

HOOK

25#3 #4 #5 #6 #7 #8 #9

#10 #11

TOP***

BEAMS AND COLUMNS* SLABS AND WALLS ** FOR BEAMS

AND COLUMNS *

FOR SLABS

AND WALLS **

TOP*** OTHERS TOP*** OTHERS

MIN STD HOOKS

90°

A OR G

135°

A OR G H

4.5 5.5

10.5

2.5

3.75

5.25

4.5

LAP SPLICE AND EMBEDMENT LENGTH TABLEGENERAL

G-1 THESE NOTES ARE GENERAL AND SUPPLEMENTAL TO THE SPECIFICATIONS

AND APPLY TO THE ENTIRE PROJECT UNLESS MODIFIED OR NOTED

OTHERWISE IN THE CONTRACT DOCUMENTS.

G-2 STANDARD DETAILS SHOWN ON STRUCTURAL TYPICAL DRAWINGS SHALL BE

USED WHEN REFERRED TO, UNLESS DIFFERENT DETAILS ARE SHOWN

ON THE DRAWINGS.

G-3 DESIGN IS IN ACCORDANCE WITH AND CONSTRUCTION SHALL COMPLY WITH

THE PROVISIONS OF THE 2018 INTERNATIONAL BUILDING CODE WITH

GEORGIA STATE AMENDMENTS (2022-2025), EXCEPT WHERE OTHER

APPLICABLE CODES AND THE CONTRACT DOCUMENTS ARE MORE

RESTRICTIVE.

DESIGN LOADS:

LIVE LOADS:

-FLOOR LIVE LOAD 300 PSF

SNOW LOAD:

-GROUND SNOW LOAD, P g 5 PSF

-SNOW IMPORTANCE FACTOR 1.1

WIND LOAD:

-ULTIMATE DESIGN WIND SPEED 114 MPH

-WIND EXPOSURE C

-RISK CATEGORY III

SEISMIC LOAD:

-RISK CATEGORY III

-SPECTRAL RESPONSE ACCELERATIONS, S s 0.163

-SPECTRAL RESPONSE ACCELERATIONS, S 1 0.082

-SITE CLASS D

-SPECTRAL RESPONSE COEFFICIENT, S DS 0.173

-RESPONSE COEFFICIENT, S D1 0.130

-SEISMIC DESIGN CATEGORY B

-ANALYSIS PROCEDURE ASCE 7-16,11.7

-SEISMIC IMPORTANCE FACTOR, I e 1.25

G-4 WHERE THE ASTERISK SYMBOL (*) IS SHOWN IN THE DRAWINGS, DIMENSIONS

AND ELEVATIONS ARE TO BE VERIFIED EITHER BY FIELD MEASUREMENTS FOR

EXISTING STRUCTURES OR BY SHOP DRAWINGS FOR EQUIPMENT FURNISHED.

STRUCTURAL DIMENSIONS NOT SHOWN BUT CONTROLLED BY OR RELATED

TO EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR WITH THE

MANUFACTURER PRIOR TO CONSTRUCTION.

G-5 EQUIPMENT ANCHOR BOLT SIZES, TYPES, LOCATIONS AND PATTERNS SHALL

BE AS REQUIRED BY THE APPROVED EQUIPMENT MANUFACTURER. ALL BOLT

PATTERNS SHALL BE TEMPLATED TO ENSURE ACCURACY OF PLACEMENT.

G-6 STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH DRAWINGS

OF ALL OTHER DISCIPLINES AND MANUFACTURER'S SHOP DRAWINGS.

G-7 IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE

CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER

IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT

SHALL BE AT THE CONTRACTOR'S OWN RISK UNTIL THE CONFLICT IS

RESOLVED BY THE OWNER.

G-8 STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE

COMPLETED STRUCTURE. DURING CONSTRUCTION, THE STRUCTURES

SHALL BE PROTECTED BY BRACING AND TEMPORARY SUPPORTS

WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR.

OVERSTRESSING OF ANY STRUCTURAL ELEMENT IS PROHIBITED.

G-9 NO BACKFILL SHALL BE PLACED AGAINST ANY WALL UNLESS ALL SUPPORTING

ELEMENTS OF THE STRUCTURE HAVE BEEN CONSTRUCTED AND HAVE

REACHED THE SPECIFIED MINIMUM CONCRETE STRENGTH.

G-10 ALL THE DIMENSIONS AND LEVELS ARE IN FEET UON.

DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.

G-11 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL

RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF

STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

G-12 WHERE CONNECTIONS TO OR MODIFICATIONS OF EXISTING STRUCTURES

ARE SHOWN, EXISTING FOUNDATIONS, WALLS, COLUMNS, SLABS, BEAMS,

FLOORS, DECKS (CONCRETE, STEEL, TIMBER, ETC.) ARE ASSUMED TO BE

IN GOOD CONDITION. THIS MUST BE VERIFIED IN THE FIELD BY THE

CONTRACTOR. UNSOUND CONDITIONS SHALL BE REPORTED TO THE

ENGINEER. ALL UNSOUND STRUCTURAL ELEMENTS SHALL BE REPAIRED TO

SOUND CONDITION AS APPROVED BY THE ENGINEER. EXISTING

CONSTRUCTION DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR

BEFORE WORK COMMENCES. VARIATIONS FROM DIMENSIONS

SHOWN ON THESE DRAWINGS SHALL BE REPORTED TO THE ENGINEER.

G-13 OPENINGS AND PENETRATIONS:

THE CONTRACTOR SHALL SUBMIT COMPOSITE DRAWINGS INDICATING ALL

FLOOR OPENINGS AND PENETRATIONS THROUGH STRUCTURAL

MEMBERS REQUIRED TO ACCOMMODATE THE HVAC, PLUMBING AND

ELECTRICAL WORK. THE CONTRACTOR SHALL FOLLOW THE TYPICAL

FRAMING DETAILS AT OPENINGS AND REINFORCEMENT DETAILS AT

PENETRATIONS THROUGH STRUCTURAL MEMBERS. ACCORDINGLY, THE

CONTRACTOR SHALL SUBMIT SHOP DETAILS TO THE ENGINEER FOR REVIEW.

CONCRETE

C-1 CONCRETE 28-DAY COMPRESSIVE STRENGTH:

CLASS A - 4500 PSI

CLASS B - 3000 PSI

C-2 PORTLAND CEMENT: ASTM C150, TYPE I/II OR ASTM C595 TYPE IL.

C-3 REINFORCEMENT: ASTM A615, GRADE 60.

C-4 FLY ASH: ASTM C618, CLASS F OR SLAG ASTM C989 GRADE 120, MAX CONTENT 25% BY

WEIGHT.

C-5 CONCRETE COVER FOR REINFORCING:

A) SURFACES CAST AGAINST EARTH 3"

B) SURFACE WITH EMBEDDED PVC WATERSTOP 3"

C) ALL OTHER SURFACES 2"

C-6 CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE

DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL

BE LOCATED AS REQUIRED BY THE SPECIFICATIONS. CONSTRUCTION

JOINT, TYPES AND LOCATIONS SHALL BE AS APPROVED BY THE ENGINEER.

C-7 WHERE HORIZONTAL CONSTRUCTION JOINTS, LOCATED ABOVE

THE FOUNDATION SLAB, EXTEND BEYOND WHERE NEEDED,

TERMINATE AT A VERTICAL CONSTRUCTION JOINT AS APPROVED BY

THE ENGINEER.

C-8 EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES

AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT

REQUIRED BY OTHER CONTRACT DOCUMENTS, SHALL BE PROVIDED FOR

PRIOR TO PLACING CONCRETE.

C-9 AT ALL TYPICAL CURBS, EQUIPMENT PADS, AND PIPE SUPPORT

PIERS, REINFORCING DOWELS SHOWN MAY BE REPLACED WITH

MATCHING DOWELS SET IN EPOXY IN DRILLED HOLES AS

SPECIFIED. DOWELS LOCATED CLOSER THAN 3 INCHES FROM ANY EDGE

OF CONCRETE SHALL NOT BE REPLACED WITH DRILLED DOWELS.

C-10 WHERE DRILLED EPOXY DOWELS ARE PLACED INTO HARDENED

CONCRETE, ADJUST THE DOWEL LOCATIONS AS NEEDED TO AVOID

DRILLING THROUGH ANY REINFORCING BARS. IF THE DOWEL LOCATION

NEEDS TO BE MODIFIED, CONTACT THE ENGINEER BEFORE PROCEEDING.

C-11 DOWELS, ANCHOR BOLTS, PIPES, AND OTHER EMBEDDED ITEMS

SHALL BE HELD SECURELY IN POSITION WHILE CONCRETE IS

BEING PLACED.

C-12 CONDUITS AND PIPES EMBEDDED IN OR PENETRATING THROUGH CONCRETE SHALL

BE SPACED ON CENTER NOT LESS THAN 3 TIMES THEIR OUTSIDE DIMENSION, BUT

NOT LESS THAN 2 1/2 INCHES CLEAR. OUTSIDE DIMENSION OF EMBEDDED ITEMS

SHALL NOT EXCEED 1/3 OF THE CONCRETE MEMBER THICKNESS. CLEAR SPACING

REQUIREMENTS SHALL APPLY FOR EMBEDDED CONDUITS OR PIPES CROSSING AT AN

ANGLE LESS THAN 60 DEGREES.

C-13 THE EFFECTIVE DIMENSION USED TO MEET MEMBER THICKNESS LIMITATIONS SHALL

BE THE SUM OF THE OUTER DIMENSIONS OF CROSSING ELEMENTS.

C-14 EMBEDDED CONDUITS AND PIPES SHALL BE LOCATED BETWEEN THE LAYERS OF

REINFORCEMENT AND A MINIMUM OF 2 1/2 INCHES CLEAR FROM APPROXIMATELY

PARALLEL REINFORCING BARS. REQUIREMENTS FOR EMBEDDED ELEMENTS

CROSSING REINFORCING BARS SHALL BE AS REQUIRED FOR CROSSING EMBEDDED

ELEMENTS.

C-15 CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN OR PASS THROUGH COLUMNS

AND BEAMS.

C-16 REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY METAL

PIPE, PIPE FLANGE, METAL CONDUIT OR OTHER METAL PARTS EMBEDDED IN

CONCRETE. A MINIMUM CLEARANCE OF 2 INCHES SHALL BE PROVIDED.

C-17 CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER USING WOOD CHAMFER STRIPS ON

ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS OR AS REQUIRED TO

MATCH EXISTING.

C-18 LAP SPLICES SHALL BE IN ACCORDANCE WITH THE TABLE SHOWN ON SHEET S-01.

C-19 PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS AND WALL INTERSECTIONS

AS SHOWN ON TYPICAL DETAILS (UON).

C-20 PROVIDE WATERSTOPS IN ALL FOUNDATIONS, TANKS AND OTHER SUBSTRUCTURES.

STRUCTURAL METALS

S-1 DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE

WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,

LATEST EDITION.

S-2 STEEL MATERIAL:

A) STRUCTURAL TUBING: ASTM A500, GRADE C

B) STRUCTURAL PIPE: ASTM A53, GRADE B

C) W SHAPES: ASTM A992

D) ALL OTHER SHAPES: ASTM A572, GRADE 50

E) PLATES AND ANGLES: ASTM A36, UON

S-3 DO NOT PAINT STEEL SURFACES WHICH ARE TO BE WELDED OR

ENCASED IN CONCRETE.

S-4 ALL GROOVE AND BUTT WELDS SHALL BE FULL PENETRATION.

S-5 FILLET WELD SIZES SHALL BE THE MINIMUM SIZE REQUIRED BY AISC

CODE FOR PLATE SIZES TO BE CONNECTED BUT NOT LESS THAN 3/16"

AND SHALL BE APPLIED TO THE ENTIRE JOINT CONTACT LENGTH.

S-6 ALL BOLTS, ANCHOR BOLTS, AND CONCRETE ANCHORS CONNECTING

GALVANIZED STEEL SHALL BE SS 316.

S-7 WHENEVER ONE MEMBER IS FASTENED TO ANOTHER WITH

FASTENINGS (BOLTS, WELDS, ETC.) SET AT A UNIFORM SPACING,

THERE SHALL BE A MINIMUM OF TWO FASTENINGS PER PIECE

CONNECTED AND THE FIRST AND LAST FASTENINGS SHALL BE

LOCATED NOT TO EXCEED 1/4 SPACE FROM EACH END.

S-8 A) ALUMINUM SHAPES

1. ASTM B308/B308M, ALLOY 6061-T6, ASTM B221, ALLOY 6061-T6

2. ALUMINUM TUBES AND PIPES: ASTM B429, ALLOY 6061-T6

3. ALUMINUM BARS AND RODS: ASTM B211, ALLOY 6061-T6

4. ALUMINUM PLATES: ASTM B209, ALLOY 6061-T6

B) ELECTRODES FOR WELDING: ER 5356 COMPLYING WITH AWS

D1.2/D1.2M

S-9 STAINLESS STEEL:

1. ANSI, TYPE 316/316L

2. SECTION, SHAPES AND BARS ASTM A 276

3. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS:

A. MATCH ALLOY OF THE STRUCTURAL MEMBER CONNECTED

B., TYPE 316/316L : ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX

C., TYPE 304/304L : ASTM F593, GRADE B8, CLASS 1, HEAVY HEX

4. WELDED CONNECTIONS:, TYPE 316L : E316L- 15 ELECTRODE

F-1 FOR FOUNDATION DESIGN CRITERIA REFER TO DESIGN PHASE

GEOTECHNICAL ENGINEERING REPORT PREPARED BY OASIS

CONSULTING SERVICES, PROJECT NO. 224927, DATED OCTOBER 4, 2022,

AND REPORT ADDENDUM, DATED NOVEMBER 22, 2022.

FOUNDATION NOTES

ADHESIVE ANCHORS FOR ANCHORAGE INTO CONCRETE:

MANUFACTURERS:

1.HILTI HIT-RE 500 V3 EPOXY ADHESIVE ANCHORS

2.OR AS APPROVED.

A. INJECTABLE TWO-COMPONENT ADHESIVE.

B. HILTI ANCHOR ROD HAS-R 316 STAINLESS STEEL THREADED ROD COMPLYING WITH

ASTM F593 CONDITION CW.

C. ADHESIVE ANCHORAGE SYSTEM SHALL BE SEISMIC QUALIFIED WITH CURRENT

ICC-ES ESR REPORT (ICC-ES-ESR 3814).

D. INSTALLERS TO BE TRAINED BY ANCHOR MANUFACTURER.

E. 10% OF ALL ADHESIVE ANCHORS TO BE LOAD TESTED, AS INSTALLED IN FIELD, TO

ENSURE ALLOWABLE MANUFACTURER LOADS ARE ACHIEVED.

INSIDE FACE

INSIDE DIAMETER

JOINT

KNOCK OUT

INVERT

INV

LIVE LOAD

ANGLE (STRUCTURAL SHAPE)

LONG LEG HORIZ

LOCATION

LOW POINT

LONG WAY

LONG LEG VERT

LLH

LOC

LLV

ADD'L

ALT

APPROX

ADDITIONAL

ALUMINUM

ALTERNATE

APPROXIMATE

ARCHITECTURAL

ANCHOR BOLTS

BLDG

BET

BAL

BRG

BOT

BLK

BALANCE

BETWEEN

BUILDING LINE

BUILDING

BLOCK

BEAM

BOTTOM

BEARING

MEZZANINE

MAXIMUM

MECHANICAL

MIDDLE

MANHOLE

MANUFACTURE,MANUFACTURER

MECH

MEZZ

MAX

MID

MFR

NUMBER

NORTH

NEAR FACE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NTS

MIN MINIMUM

OF OUTSIDE FACE

CANT'L

CANTILEVER

CHANNEL (STRUCTURAL SHAPE)

LONGLG

ANCH ANCHOR

MATCH/MATCHINGMTCH

ABBREVIATIONS

COL

CMU

CONSTRUCTION JOINT

CLEAR

COLUMN

CONCRETE MASONRY UNIT

CONT

CONN

CONC

CONST

CONCRETE

CONNECTION

CONTINUOUS

CONSTRUCTION

COMPRESSIBLECOMP

DIM

DIAG

DIA

DWG

DIAMETER

DIAGONAL

DIMENSION

DOWN

DITTO

DRAWING

DEAD LOAD

DEEP

EMB

ELEC

EMBEDMENT

EAST

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

EACH FACE

DOWELDWL

DETAILDET

EQUIP

ENCL

EXIST

EXP

EW T&B

EQUAL

EQUIPMENT

EACH SIDE

EACH WAY

EXISTING

EXPANSION

EACH WAY TOP & BOTTOM

ENCLOSURE

EXT EXTERIOR

CTR

C/C CENTER TO CENTER

CENTER

CF COMBINED FOOTING

FIN

FDN

FLOOR BEAM

FLOOR DRAIN

FOUNDATION

FAR FACE

FINISH

FLOOR

GALV

GRTG

GR GRADE

GRADE BEAM

GALVANIZE

GAUGE

GRATING

HIGH

HORIZ

HIGH POINT

HORIZONTAL

HEIGHTHT

FOOTINGFTG

HVAC

AIR CONDITIONING

HEATING, VENTILATING &

OPENING

OPPOSITE

OPNG

OPP

RADIUS

ROOF DRAIN

REINFORCEMENT

ROOM

ROUGH OPENING

REQUIRED

RAD

REINF

REQD

RISERR

STANDARD

SQUARE

STAINLESS STEEL

SPECIFICATION

SST

STD

SPEC

STIRRUP

STEEL

STRUCTURAL

SHORT WAYSW

STL

STIR

STRUCT

SPACINGSPA

WP WORKING POINT

THICK

TOP OF

TOP AND BOTTOM

TOP OF CONCRETE

THK

TOC

T&B

TYPICAL

TREAD

VERTICAL

TYP

UON

VERT

WITH

WATERSTOPWS

UNLESS OTHERWISE NOTED

WIDE FLANGE STRUCTURAL SHAPE

W WIDTH, WEST

TO BE DECIDEDTBD

SOUTHS

SECTION

SLAB

SHEET

SIMILAR

SIM

SHT

SECT

PC PRECAST CONCRETE

PLATE

POUNDS PER SQUARE FOOT

PSF

POLYVINYL CHLORIDEPVC

PB PLINTH BEAM

OH OVER HEAD

LEGAL ENTITY:

CONSULTANTS

SEALS

SHEET TITLE

ARCADIS U.S., INC.COPYRIGHT:

DATE:

PROJECT NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET OF

NO. DATE ISSUED FOR BY

2 3 4 5 6

ARCADIS U.S., INC.

2839 PACES FERRY ROAD

SUITE 900 ATLANTA, GA 30339

TEL: 770-431-8666

WWW.ARCADIS.COM

400 VETERANS PARKWAY,

FAYETTEVILLE, GA 30214,

UNITED STATES

PROJECT STATUS:

REVISIONS

BID SET

As indicated

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D oc s:

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-T ril ith S tu di os E le va te d

St or ag e

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N. SADASHIVA

A. RAJESH

D. DUNCAN

APRIL 2025

30135792

S-01

FAYETTE COUNTY WATER

SYSTEM

FCWS - TRILITH

TANK BOOSTER

PUMP STATION

STRUCTURAL

GENERAL NOTES

FAYETTE COUNTY, GEORGIA

NO SCALE

0 4/18/2025 ISSUED FOR BID TT

04.18.25 vandevee0123 Ellipse Sketch to Scale

0.03 sf

GENERAL:

STRUCTURAL QUALITY ASSURANCE PLAN

SOILS:

THIS STRUCTURAL QUALITY ASSURANCE PLAN IDENTIFIES THE RESPONSIBILITIES OF THE

CONTRACTOR AND THE SPECIAL INSPECTOR IN PERFORMING THE TESTING AND INSPECTION OF

THE WORK REQUIRED BY CHAPTER 17 OF THE BUILDING CODE THAT IS WITHIN THE SCOPE OF THE

STRUCTURAL ENGINEERING SERVICES FOR THIS PROJECT. REFER TO OTHER PORTIONS OF THE

CONSTRUCTION DOCUMENTS FOR TESTING AND INSPECTIONS REQUIRED OF MECHANICAL,

ELECTRICAL, CIVIL, OR OTHER BUILDING COMPONENTS.

CONTRACTOR'S RESPONSIBILITIES:

CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE

RESISTING SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" AND SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER

PRIOR TO THE COMMENCEMENT OF WORK ON SUCH SYSTEM OR COMPONENT PER SECTION 1704.4

OF THE IBC 2018 EDITION. CONTRACTOR SHALL GIVE 48 HOURS ADVANCED NOTICE FOR ALL

REQUIRED INSPECTIONS.

SPECIAL INSPECTOR'S RESPONSIBILITIES:

THE SPECIAL INSPECTOR SHALL BE A LICENSED ENGINEER IN THE STATE OF GEORGIA OR

PERFORMING APPROPRIATE DUTIES DIRECTLY UNDER THE SUPERVISION OF A LICENSED

PROFESSIONAL ENGINEER IN THE STATE OF GEORGIA AND HAVE A THOROUGH UNDERSTANDING OF THE SPECIAL INSPECTION REQUIREMENTS OF THE 2018 IBC. THE SPECIAL INSPECTOR SHALL BE AN INDIVIDUAL OR INDIVIDUALS CERTIFIED OR EXPERIENCED TO PERFORM SUCH INSPECTIONS IN

A PARTICULAR FIELD.

THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF ALL INSPECTIONS AND FURNISH REPORTS TO

THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE. PERIODIC REPORTS SHALL BE PROVIDED AND SHALL INDICATE THAT WORK INSPECTED

WAS DONE IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF

THE DISCREPANCIES ARE NOT CORRECTED TO THE SATISFACTION OF THE SPECIAL INSPECTOR, THE DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE BUILDING

OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO

THE COMPLETION OF THAT PHASE WORK.

A WEEKLY REPORT OF INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND

CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED. AT THE COMPLETION OF THE SPECIAL INSPECTIONS, THE LICENSED PROFESSIONAL ENGINEER IN CHARGE

OF PERFORMING THE SPECIAL INSPECTION SHALL CERTIFY THE FINAL SPECIAL INSPECTION

REPORT AND AFFIX HIS/HER SEAL TO THE SPECIAL INSPECTOR'S FINAL REPORT. PROVIDE THREE

(3) COPIES OF THIS REPORT TO THE PROJECT ENGINEER.

CONTRACTOR SHALL PERFORM THE FOLLOWING:

1. SUBMIT TEST REPORTS FOR ENGINEERED FILL. CONTRACTOR TO COORDINATE BUILDING

DEPARTMENT INSPECTIONS AND SPECIAL INSPECTIONS.

INSPECTOR SHALL PERFORM THE FOLLOWING:

REQUIRED SPECIAL INSPECTION AND TESTS OF SOILS

TYPE C P

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS

ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING

CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS.

4. VERIFY USE OF PROPER MATERIALS, DENSITIES,

AND LIFT THICKNESS DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL,

INSPECT SUBGRADE AND VERIFY THAT SITE HAS

BEEN PREPARED PROPERLY.

C = CONTINUOUS SPECIAL INSPECTION

P = PERIODIC SPECIAL INSPECTION

CAST-IN-PLACE CONCRETE:

CONTRACTOR SHALL PERFORM THE FOLLOWING:

1. ESTABLISH CONCRETE MIX DESIGN PROPORTIONS PER ACI 318. SUBMIT THREE

COPIES OF THE CONCRETE MIX DESIGNS. INCLUDE THE FOLLOWING:

A. TYPE AND QUANTITIES OF MATERIALS

B. SLUMP

C. AIR CONTENT

D. FRESH UNIT WEIGHT

E. AGGREGATES SIEVE ANALYSIS

F. DESIGN COMPRESSIVE STRENGTH

G. LOCATION OF PLACEMENT IN STRUCTURE

H. METHOD OF PLACEMENT

I. METHOD OF CURING

J. SEVEN-DAY AND 28-DAY COMPRESSIVE STRENGTHS

2. SUBMIT CERTIFICATION FROM EACH MANUFACTURER OR SUPPLIER STATING THAT MATERIALS

MEET THE REQUIREMENTS OF THE SPECIFIED ASTM AND ACI STANDARDS.

3. SUBMIT CERTIFICATION THAT THE READY-MIXED CONCRETE PLANT COMPLIES WITH THE

REQUIREMENTS OF THE NATIONAL READY MIX CONCRETE ASSOCIATION.

TABLE 1705.6

C = CONTINUOUS SPECIAL INSPECTION P = PERIODIC SPECIAL INSPECTION

TABLE 1705.3

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

TYPE C P

REFERENCE

STANDARD IBC REFERENCE

1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT.

ACI 318 Ch: 20, 25.2, 25.3, 26.6.1-26.6.3

1908.4-

2. REINFORCING…

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