01920039_Final_BidSet_Plans_07_23_2024.pdf

PDF 11 MB Posted Jul 22, 2024

Attached to: Storage Tank Replacement
Solicitation number: PE-55462-NONST-2025-000000009
Issued by: Wilcox County, Georgia

About this file

Written by GovTribe AI · Jul 24, 2024

This document appears to be related to a Storage Tank Replacement contract opportunity issued by the Walker County Board of Education in Georgia. The solicitation is for licensed specialty contractors to submit sealed bids for the replacement of storage tanks at Chattanooga Valley Middle School and LaFayette Middle School. A mandatory pre-bid meeting will be held on August 8, 2024, and sealed bids are due by 2:00 pm on August 22, 2024. The contract will be awarded to the successful bidder.

The document does not provide details on pricing terms, set asides, incumbents, funding requirements or sources, or any other salient commercial information. It focuses solely on the scope of the project, site locations, bid submission requirements, and the mandatory pre-bid meeting.

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Other files

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PaymentBondContractor(12_2009_GKM) MARCH 2_ 2.pdf	PDF	Jul 22, 2024
ADDENDUM_1_Complete.pdf	PDF	Jul 22, 2024
Instr_to_Bidders Storage Tank Replacement CVM.pdf	PDF	Jul 22, 2024
01920039_Final_Spec_Manual_07_23_2024.pdf	PDF	Jul 22, 2024
Notice of Advertisement _ Storage Tank Replac.docx	DOCX document	Jul 22, 2024
Bid form.pdf	PDF	Jul 22, 2024
PerformanceBondContractor(12_2009_GKM) MARCH .pdf	PDF	Jul 22, 2024
Standard Form of Fixed Price Contract (12_200.pdf	PDF	Jul 22, 2024

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SITEWORK PLANS FOR:

UNDERGROUND STORAGE TANK REPLACEMENT FOR:

CHATTANOOGA VALLEY MIDDLE

SCHOOL

FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST

JOB #:

DATE:

01-920-039 07-22-2024

OWNER:

WALKER COUNTY

SCHOOLS

301 N CHEROKEE ST

LAFAYETTE, GA 30728

706-638-1240 (phone)

GPS LOCATION:

34 55.5152 N Latitude 85 21.3135 W Longitude

(CONSTRUCTION

ENTRANCE)

SITE ADDRESS:

CHATTANOOGA VALLEY

MIDDLE SCHOOL FUEL

TANK

847 ALLGOOD RD

FLINSTONE, GA 30725

24-HOUR CONTACT:

CHRIS JONES

WALKER COUNTY SCHOOLS

298 CULBERSON AVE

LAFAYETTE, GEORGIA 30728

706-639-0168 office 706-639-0169 cell chrisjones@walkerschools.org

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the Contract Documents consist of Drawings, Specifications, Addenda, Post-Bid Addenda and Change Orders that have been printed, bound and numbered by the Architect. Any documents reproduced by parties other than the Architect, whether hard copy or electronic format, shall not be considered part of the Contract Documents and do not supercede the provisions of the Contract Documents. Contractors, subcontractors, vendors and suppliers are solely responsible for verifying that information used for bidding, development of shop drawings and construction of the facility are identical to the Architect's Contract Documents.

LOCATION MAP - NO SCALE

C000 COVER SHEET

C101 DEMOLITION PLAN

C102 SITE PLAN

C201 EROSION CONTROL PLAN

C501 CONSTRUCTION DETAILS

E101 ELECTRICAL PLANS

LIST OF DRAWINGS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

2024C

DATE REVISION # DESCRIPTION

COVER SHEET

DRAWING NUMBER

T N

U N

G R

O U

N D

N K

R C

O O

G A

C H

O O

C T

N U

R : 0

7951 Troon Circle Austell, Ga 30168

(770) 819-7777 a r c h i t e c t s & e n g i n e e r s

= ADDENDUM= CHANGE ORDER

DRAWING REVISIONS

C000

LAFAYETTE, GEORGIA 30728

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

REMOVE EXISTING FUEL STATION ISLAND

AS REQUIRED

REMOVE EXISTING FUEL DISPENSER

AS REQUIRED

REMOVE EXISTING TREE

REMOVE EXISTING UNDERGROUND TANK

REMOVE BOLLARDS

REMOVE EXISTING SYNTECH

FUELMASTER SYSTEM AS REQUIRED

REMOVE CONCRETE PAD

C101

SCALE: 1" = 10'

DEMOLITION PLAN

Feet0 10 20

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-22-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK REPLACEMENTS FOR:

WALKER COUNTY SCHOOLS

201 S. DUKES ST, LAFAYETTE, GA 30728

847 ALLGOOD RD, FLINSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

# Doc # Date

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK (UST) REMOVAL NOTES:

1. THE PURPOSE OF THE DRAWING IS TO CONVEY THE OVERALL SCOPE OF

WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS

REQUIRED TO COMPLY WITH LEGAL REMOVAL AND TANK DISPOSAL

PRACTICES.

2. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE SITE,

SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE JOB SITE PRIOR

TO BIDDING AND COMMENCING THE WORK.

3. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MEANS, METHODS,

TECHNIQUES, AND PROCEDURES USED TO COMPLETE THE WORK IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR

THE SAFETY OF THE PUBLIC AND CONTRACTOR'S EMPLOYEES DURING THE

COURSE OF THE PROJECT.

4. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS AND

NOTIFICATIONS BEFORE STARTING SELECTIVE DEMOLITION. REMOVE AND

LEGALLY DISPOSE OF INDICATED ITEMS OFFSITE, UNLESS OTHERWISE

INDICATED.

5. CONTRACTOR SHALL ARRANGE DEMOLITION SCHEDULE SO AS NOT TO

INTERFERE WITH OWNER'S ON-SITE OPERATIONS.

6. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS AND REMOVE

DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, DRIVES, WALKS,

AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.

7. CONTRACTOR SHALL ERECT TEMPORARY PROTECTION, SUCH AS WALLS,

WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS TO

SECURE AREAS OF DEMOLITION AND CONSTRUCTION AND TO SEPARATE

THOSE ACTIVITIES FROM ALL SCHOOL ACTIVITIES.

8. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND

LANDSCAPING TO REMAIN.

9. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT

REQUIRED BY NEW CONSTRUCTION AND AS INDICATED.

10. ALL AREAS OF CONSTRUCTION, INCLUDING STORAGE AREAS, SHALL BE

FENCED AND GATED WITH LOCKABLE GATES. TEMPORARY CHAIN LINK

FENCE SHALL BE 6-FT CHAIN-LINK FENCE AT A MINIMUM. SEE SPECIFICATION

SECTION 015000.

11. TANK IS ASSUMED TO BE EMPTY OF FUEL AND WATER HOWEVER WILL

REQUIRE DEGASSING.

12. ALL EXCAVATED MATERIALS SHALL BE STORED UNDER AND ON PLASTIC

AND PROTECTED WITH HAYBALES OR SIMILAR TO PREVENT MOVEMENT OF

COVERED MATERIAL.

13. PERFORM FORMAL UST CLOSURE, ALL REQUIRED DOCUMENTATION AND

SAMPLING.

14. TANK DISPOSAL SHALL BE INCLUDED IN SCOPE OF WORK.

15. UPON SATISFACTORY APPROVAL OF TESTED SOIL SAMPLES, TANK SHALL BE

FILLED WITH APPROVED INERT MATERIALS.

16. DISPOSE OF EXCAVATED STORED MATERIALS. LEGALLY OFFSITE.

17. BACKFILL REMAINING EXCAVATION FOR POSITIVE DRAINAGE AND SIMILAR

DRAINAGE PATTERNS TO SURROUNDING AREA.

TREES TO BE REMOVED

DEMOLITION LEGEND:

CONCRETE TO BE REMOVED

FUEL STATION TO BE REMOVED

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

UNDERGROUND TANK TO BE REMOVED

10,000 gal Tank 8.5'W x 28'L

STONE PAD

SEE DETAIL ON C501

8' CHAINLINK FENCE W/BARB WIRE

MIN. 10' OFF OF TANK

X X

28.5'

48.0'

REPLACE FUEL STATION ISLAND

SEE DETAIL ON C501

14.0' 3.0'

REINSTALL EXISTING SYNTECH FUELMASTER SYSTEM

SEE DETAIL ON C501

REPLACE FUEL DISPENSER

SEE DETAIL ON C501

REPLACE BOLLARDS

SEE DETAIL ON C501

BOLLARDS 4' O.C. (TYP.)

3' C.L. GATE

32.4'

C102

SCALE: 1" = 10'

SITE PLAN

Feet0 10 20

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-22-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK REPLACEMENTS FOR:

WALKER COUNTY SCHOOLS

201 S. DUKES ST, LAFAYETTE, GA 30728

847 ALLGOOD RD, FLINSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

# Doc # Date

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

CHATTANOOGA VALLEY MIDDLE SCHOOL

STAKING LEGEND:

STONE PAD

CHAIN LINK FENCE

10,000 GALLON TANK

X X X

BOLLARDS

FUEL TANK STATION

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

STAKING NOTES:

1. THE EXACT LOCATION OF THE 3' GATE SHALL BE

COORDINATED WITH THE OWNER.

2. C.L. SHALL BE LOCATED A MINIMUM OF 10' FROM

TANK.

3. BOLLARDS SHALL BE MAX. 4' O.C.

X X

Ds-1 Ds-2

X X

Sd1-S

SILT FENCE

Ds-3

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-22-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK REPLACEMENTS FOR:

WALKER COUNTY SCHOOLS

201 S. DUKES ST, LAFAYETTE, GA 30728

847 ALLGOOD RD, FLINSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

# Doc # Date

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

C201

SCALE: 1" = 10'

EROSION CONTROL PLAN

"ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY

SEEDING."

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND

PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

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.

EROSION CONTROL MEASURES SUCH AS SILT FENCE, INLET PROTECTION, CHECK DAMS, RETROFITS, AND FLOATING SKIMMERS, ETC... SHALL NOT BE REMOVED UNTIL THE SITE HAS HAD THE NOTICE OF TERMINATION FILED WITH THE EPD.

EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN AND COMPREHENSIVE MONITORING PROGRAM

"THIS SHEET IS TO BE USED FOR EROSION, SEDIMENTATION AND POLLUTION CONTROL ONLY"

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN LEGEND

CHECK DAM SMALL TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A SWALE,

DRAINAGE DITCH, OR AREA OF CONCENTRATED FLOW.

STONE CHECK

DAM

SMALL TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A SWALE,

DRAINAGE DITCH, OR AREA OF CONCENTRATED FLOW.

CHANNEL

STABILIZATION

(W/BLANKET)

IMPROVING, CONSTRUCTING OR STABILIZING AN OPEN SWALE

DRAINAGE DITCH TO AVOID EROSION OF CHANNEL LINING (WITH SOD OR

TEMPORARY EROSION CONTROL BLANKET)

CHANNEL

STABILIZATION

(W/RIP-RAP)

IMPROVING, CONSTRUCTING OR STABILIZING AN OPEN SWALE

DRAINAGE DITCH TO AVOID EROSION OF CHANNEL LINING (RIP-RAP OR

CONCRETE)

CONSTRUCTION

EXIT

A STONE PAD AT THE SITE EXIT TO REMOVE MUD FROM TIRES. (STONE

SIZE - 1 1/2" X 3 1/2" DIA., THICKNESS - 6", SEE DETAIL)

DIVERSION A RIDGE OF COMPACTED SOIL, CONSTRUCTED ABOVE, ACROSS OR

BELOW A SLOPE TO DIVERT STORMWATER TO DRAINAGE STRUCTURES.

TEMPORARY

DOWNDRAIN

STRUCTURE

A PIPE, SECTIONAL CONDUIT, OR SIMILAR MATERIAL DESIGNED TO

SAFELY CONDUCT SURFACE RUNOFF DOWN A SLOPE.

FILTER RING A TEMPORARY STONE BARRIER CONSTRUCTED AT STORM DRAIN INLETS

AND POND OUTLETS.

LEVEL SPREADER

A STRUCTURE TO CONVERT CONCENTRATED FLOW OF WATER INTO

LESS EROSIVE SHEET FLOW THIS SHOULD BE CONSTRUCTED ON

UNDISTURBED SOILS ONLY.

ROCK FILTER

DAM

A TEMPORARY STONE FILTER DAM INSTALLED ACROSS DRAINAGE WAYS

OR IN CONJUNCTION WITH A TEMPORARY SEDIMENT TRAP.

RETROFITTING

A DEVICE PLACED IN FRONT OF A PERMANENT STORMWATER

DETENTION POND OUTLET STRUCTURE TO SERVE AS A TEMPORARY

SEDIMENT FILTER.

SEDIMENT

BARRIER

TYPE S

SEDIMENT

BARRIER

SEDIMENT BARRIER SHALL HAVE SUPPORTS NO GREATER THAN 4' O.C.

P-FACTOR NO GREATER THAN 0.03. (GEORGIA D.O.T. TYPE-C SILT FENCE

- SEE DETAIL). GSWCC - TYPE S/SENSITIVE AREA SILT FENCE.

BRUSH

BARRIER

BRUSH BARRIER TO FILTER SEDIMENT FROM RUNOFF, PREVENTING IT

FROM LEAVING THE SITE. ONLY FOR USE DURING TIMBER CLEARING

OPERATIONS.

INLET SEDIMENT

TRAP

EXCAVATING AROUND A STORM DRAIN DROP INLET, CURB INLET OR

WEIR INLET, TO CATCH SEDIMENT. (SEE DETAIL) ALTERNATIVE

APPROVED METHODS MAY ALSO BE USED ACCORDING TO THE MANUAL

FOR EROSION AND SEDIMENT CONTROL IN GA. LATEST EDITION.

INLET SEDIMENT

TRAP

TYPE C SILT FENCE SUPPORTED BY STEEL POSTS SHALL BE USED. THE

STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE

INLET A MAX. OF 3 FEET APART, AND SECURELY DRIVEN INTO THE

GROUND, APPROX. 18" DEEP. THE FABRIC SHALL BE ENTRENCHED 12"

AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL.

CURB INLET

SEDIMENT TRAP

A CURB INLET FILTER AFTER PAVING HAS BEEN INSTALLED. METHOD

SHALL BE "PIGS-IN-A-BLANKET" OR #57 STONE GRAVEL BAGS

WRAPPED WITH FILTER FABRIC, WIRE, OR PLASTIC MESH. SEE DETAIL

SEDIMENT BASIN

A BASIN CREATED TO CATCH SEDIMENT DURING CONSTRUCTION.

67 CUBIC YARDS/ACRE FOR THE DISTURBED AREA DRAINING INTO

THE BASIN.

SEDIMENT TRAP

(STRAW BALE/SILT

FENCE)

A SMALL TEMPORARY POND THAT DRAINS A DISTURBED AREA OF UP

TO 1 ACRE. THE SILT FENCE AND STRAW BALE OUTLET RELIES ON

FILTERING THROUGH LAYERS OF AGGREGATE, RIPRAP TO DEWATER

THE SEDIMENT TRAP. LIFE SPAN IS UP TO 1 YEAR. SEE DETAIL FOR

Sd4-B.

SEDIMENT TRAP

(ROCK OUTLET)

A SMALL TEMPORARY POND THAT DRAINS A DISTURBED AREA OF UP TO

5 ACRES. THE ROCK OUTLET RELIES ON FILTERING THROUGH LAYERS

OF AGGREGATE, RIPRAP TO DEWATER THE SEDIMENT TRAP. LIFE SPAN

IS UP TO 1 YEAR. SEE DETAIL FOR Sd4-C.

STORM DRAIN

OUTLET

PROTECTION

PAVED AND/OR RIPRAPPED CHANNEL SECTIONS BELOW A STORM DRAIN

OUTLET. THE LENGTH AND THE WIDTH OF THE APRON SHALL BE

DETERMINED FROM DETAIL.

SURFACE

ROUGHENING

PROVIDING A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS

CREATED BY OPERATING A TILLAGE IMPLEMENT ON THE CONTOUR OR

BY LEAVING SLOPES IN A ROUGHENED CONDITION BY NOT

FINE-GRADING THEM.

TOPSOILING

STRIPPING OFF THE MORE FERTILE TOP SOIL, STORING IT, THEN

SPREADING IT OVER THE DISTURBED AREA AFTER COMPLETION OF

CONSTRUCTION ACTIVITIES.

TREE

PROTECTION

PROTECT DESIRABLE TREES FROM INJURY DURING THE CONSTRUCTION

ACTIVITY

BUFFER ZONE

A STRIP OF UNDISTURBED, ORIGINAL VEGETATION, ENHANCED OR

RESTORED EXISTING VEGETATION OR THE RE-ESTABLISHMENT OF

VEGETATION SURROUNDING AN AREA OF DISTURBANCE OR BORDERING

STREAMS, PONDS, WETLANDS, LAKES.

DISTURBED AREA

STABILIZATION,

TEMPORARY

(MULCHING ONLY)

MULCHING OF DRY STRAW / HAY (2-4") DEEP, WOOD WASTE (CHIPS,

SAWDUST, BARK, OR GRINDINGS) AS TEMPORARY PROTECTION FOR

DISTURBED AREAS. WOOD WASTE CAN BE USED ON SLOPES FLATTER

THAN 3:1 WITHOUT ANCHORING AT DEPTH OF 2" TO 3" OR RATE OF 6 TO 9

TON/ACRE.

DISTURBED AREA

STABILIZATION,

TEMPORARY

ANNUAL RYEGRASS 40 LBS./ACRE. FERTILIZE AT 500 LBS./ACRE, 10-10-10,

LIME RATE AT 50 LBS./1000 S.F.

DISTURBED AREA

STABILIZATION,

PERMANENT

COMMON HULLED BERMUDA SEED AT 10 LBS./ACRE AND 1500 LBS./ACRE

OF 6-12-12 FERTILIZER, APPLY LIME AT A RATE OF 1 TON/ACRE.

DISTURBED AREA

STABILIZATION,

PERMANENT

(SODDING)

A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE

OR CRITICALLY ERODED LANDS.

DUST CONTROL CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON

CONSTRUCTION SITES, ROADWAYS AND DEMOLITION SITES.

SLOPE

STABILIZATION

RECPS - LONG TERM BLANKET CONSISTING OF OF 100% CURLED WOOD

BLANKET ON SLOPES TO PREVENT EROSION AND SLOW WATER FLOW

TO STABILIZE SOILS. (EXCELSIOR EROSION CONTROL BLANKET)

FLOCCULANTS

COAGULANTS

FLOCCULANTS AND COAGULANTS ARE FORMULATED TO ASSIST IN THE

SOLIDS/LIQUID SEPARATION OF SUSPENDED PARTICLES IN SOLUTION.

APPLICATION RATES SHALL COFORM TO MANUFACTURER'S GUIDELINES

FOR APPLICATION. ONLY ANIONIC FORM OF Fl-Co SHALL BE USED.

Cd-S

Ch-1

Ch-2

Dn1

Rt-P

Sd1

Sd1-S

Sd1-BB

Sd2-Bg

Sd2-F

Sd2-P

Sd3

Sd4-B

Sd4-C

Ds1

Ds2

Ds3

Ds4

Fl-Co

RETROFITTING

A DEVICE PLACED IN FRONT OF A PERMANENT STORMWATER

DETENTION POND OUTLET STRUCTURE, OPEN END PIPE OUTLETS,

WINGED HEADWALLS, OR CONCRETE WEIR OUTLETS TO SERVE AS A

TEMPORARY SEDIMENT FILTER.(SLOTTED BOARD DAM WITH STONE OR

FILTER FABRIC)

Rt-B

BARRIER TO FILTER SEDIMENT FROM RUNOFF, PREVENTING IT FROM

LEAVING THE SITE. (BRUSH PILES, MULCH BERMS, FABRIC FENCE,

COMPACT FILTER SOCKS OR OTHER FILTERING MATERIAL ).

RETAINING WALL

A WALL CONSTRUCTED OF ONE OR MORE OF THE FOLLOWING:

CONCRETE MASONRY, REINFORCED CONCRETE CRIBBING, TREATED

TIMBERS, STEEL PILINGS, GABIONS, STONE DRYWALL, ROCK RIP-RAP,

ETC..

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

TURBIDITY

CURTAIN

A FLOATING OR STAKED BARRIER INSTALLED WITHIN THE WATER TO

MINIMIZE TURBIDITY AND SILT MIGRATION FROM WORK OCCURRING

WITHIN THE WATER OR AS A SUPPLEMENT TO PERIMETER CONTROL

BMPS AT THE WATER'S EDGE. SILT OR TURBIDITY IS CONFINED TO THE

AREA WITHIN THE BOUNDARY CREATED BY THE INSTALLATION.

Feet 0 10 20

CHATTANOOGA VALLEY MIDDLE SCHOOL

X X

10,000 gal Tank

8.5'W x 28'L

STONE PAD

SEE DETAIL ON C501

6" CHAINLINK FENCE

MIN. 10' OFF OF TANK

REINSTALL EXISTING SYNTECH FUELMASTER SYSTEM

SEE DETAIL ON C501

REPLACE BOLLARDS

SEE DETAIL ON C501

BOLLARDS 4' O.C. (TYP.)

REMOVE EXISTING FUEL STATION ISLAND

AS REQUIRED

REMOVE EXISTING FUEL DISPENSER

AS REQUIRED

S5 S6

C C

DRAWING NUMBER

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL

NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT

EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-23-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND TANK REPLACEMENT FOR:

WALKER C0UNTY SCHOOLS

201 S. DUKE STREET, LAFAYETTE, GA 30278

847 ALLGOOD RD, FLINTSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

ISSUED FOR CONSTRUCTION

STATE BOARD OF REGISTRATION

FOR PROFESSIONAL ENGINEERS AND

LAND SURVEYORS

SOUTHERN A & E, LLC

ENGINEER FIRM

LICENSE NO: PEF003374

EXP. DATE - 06/30/2026

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

E101

CHATTANOOGA VALLEY MIDDLE SCHOOL

SITE - ELECTRICAL PLANS

1" = 10'-0"E101

2 CVMS - ELECTRICAL RENOVATION SITE PLAN

1" = 10'-0"E101

1 CVMS - ELECTRICAL DEMOLITION SITE PLAN

KEYNOTE SCHEDULE

# KEYNOTE DESCRIPTION

D2 APPROXIMATE LOCATION OF EXISTING FUELMASTER FUEL MANAGEMENT SYSTEM, TO BE REMOVED AND REINSTALLED. DISCONNECT POWER FOR REMOVAL. CAREFULLY REMOVE EXISTING ANTENNA AND

ASSOCIATED WIRING FOR REINSTALLATION. DEMOLISH ANTENNA SYSTEM CONDUIT.

D3 APPROXIMATE LOCATION OF EXISTING UNDERGROUND STORAGE TANK TO BE DEMOLISHED.

DISCONNECT AND REMOVE ALL ASSOCIATED RACEWAYS, CONDUCTORS AND PUMP CONNECTIONS AND

OTHER ELECTRICAL ACCESSORIES.

D4 EXISTING FUEL DISPENSER TO BE REPLACED. DISCONNECT EXISTING DISPENSER PUMP POWER

CONNECTIONS AND COMMUNICATIONS CABLING FOR REMOVAL.

D5 APPROXIMATE LOCATION OF EXISTING 120/240V SINGLE-PHASE ELECTRICAL PANEL, TO REMAIN.

D6 APPROXIMATE LOCATION OF EXISTING ABOVEGROUND CONDUIT FOR CANOPY LIGHTING. LEAVE UNDERGROUND CONDUIT TO PANELBOARD INTACT FOR RECONNECTION TO NEW CANOPY LIGHTING.

D7 APPROXIMATE LOCATION OF EXISTING TANK MONITOR CONTROL PANEL, TO REMAIN. PROTECT DURING

CONSTRUCTION.

D8 DEMOLISH EXISTING CANOPY LIGHTING FIXTURES, AND PREPARE FOR INSTALLATION OF NEW LIGHTING

FIXTURES AS INDICATED.

S1 PROVIDE NEW EMERGENCY STOP BUTTON FOR REMOVAL OF ALL EXTERNAL VOLTAGE SOURCES FROM

THE DISPENSER. PROVIDE SIGNAGE "FUEL PUMP EMERGENCY SHUT OFF SWITCH" ADJACENT.

S3 PROVIDE (3) 3/4" CONDUITS BELOW GRADE FROM FUEL STORAGE TANK LOCATION TO EXISTING BUILDING. STUB CONDUITS UP AND PROVIDE CONDUIT SEALING FITTINGS AT BOTH ENDS, PER NEC CHAPTER 5. IN ONE CONDUIT, ROUTE 3#10AWG CU THWN TO A NEW 15A/2P CIRCUIT BREAKER IN

EXISTING ELECTRICAL PANEL FOR SUBMERSIBLE PUMP POWER. IN ONE CONDUIT, PROVIDE

CONNECTION FROM EXISTING FUEL TANK MONITOR TO TANK SENSORS. COORDINATE CABLING AND CONNECTION METHOD WITH FUEL TANK INSTALLER. REMAINING CONDUIT SHALL BE SPARE. CAP BOTH

ENDS ABOVE SEALING FITTING.

S4 APPROXIMATE LOCATION OF EXISTING 120/240V PANELBOARD, TO REMAIN.

S5 APPROXIMATE LOCATION OF EXISTING CONDUIT(S) FROM FUEL DISPENSER TO EXISTING BUILDING.

INTERCEPT CONDUITS BELOW GRADE, AND EXTEND UP INTO NEW DISPENSER WITH SEALING FITTINGS.

ROUTE 3#12AWG CU IN 3/4"C TO EXISTING 20A/1P CIRCUIT BREAKER. PROVIDE NEW WIRING FOR

DISPENSER COMMUNICATIONS. CONFIRM REQUIREMENTS WITH DISPENSER INSTALLER PRIOR TO

ROUGH-IN.

S6 APPROXIMATE LOCATION OF EXISTING CONDUIT(S) FROM FUEL MANAGEMENT SYSTEM TO EXISTING BUILDING. INTERCEPT CONDUITS BELOW GRADE, AND EXTEND UP INTO FUEL MANAGEMENT SYSTEM WITH SEALING FITTINGS. ROUTE 3#12AWG CU IN 3/4"C TO EXISTING 20A/1P CIRCUIT BREAKER. PROVIDE NEW WIRING FOR FUEL MANAGEMENT SYSTEM COMMUNICATIONS ANTENNA. CONFIRM REQUIREMENTS

WITH INSTALLER PRIOR TO ROUGH-IN

S7 APPROXIMATE LOCATION OF EXISTING TANK MONITOR CONTROL PANEL. MAINTAIN BRANCH CIRCUIT.

PROVIDE TANK MONITOR CABLING FROM SENSORS, AS REQUIRED.

S8 INTERCEPT AND EXTEND EXISTING LIGHTING CIRCUIT CONDUIT TO CANOPY LIGHTING FIXTURES.

CONNECT NEW LIGHTING FIXTURES TO EXISTING 20A/1P CIRCUIT BREAKER IN EXISTING PANEL.

INTERCEPT CONDUIT WITHIN BUILDING, AND REROUTE TO A NEW PHOTOCELL INSTALLED AT THE BUILDING EXTERIOR WALL. REPLACE CIRCUIT WIRING WITH 3#12AWG CU THWN. PROVIDE RACEWAY

SEALS PER NEC CHAPTER 5.

LIGHTING FIXTURE SCHEDULE

Type Lamp

(Lumens) Initial CCT Voltage

Input Power Mounting Height

Approved Manufacturers and Catalog Numbers

Type CommentsManufacturer 1 Model 1 Manufacturer 2 Model 2 Manufacturer 3 Model 3

C LED 4000 K 120 91 VA SURFACE Cooper Lighting CLCS40 OR APPROVED EQUAL Surface Mount

# Doc # Date

07-23-24

SITEWORK PLANS FOR:

UNDERGROUND STORAGE TANK REPLACEMENT FOR:

LAFAYETTE MIDDLE SCHOOL

FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST

JOB #:

DATE:

01-920-039 07-22-2024

OWNER:

WALKER COUNTY

SCHOOLS

301 N CHEROKEE ST

LAFAYETTE, GA 30728

706-368-1240 (phone)

GPS LOCATION:

34 43.3657 N Latitude 85 16.2862 W Longitude

(CONSTRUCTION

ENTRANCE)

SITE ADDRESS:

LAFAYETTE MIDDLE

SCHOOL

419 ROADRUNNER BLVD

LAFAYETTE, GA 30728

24-HOUR CONTACT:

MR. CHRIS JONES

WALKER COUNTY SCHOOLS

298 CULBERSON AVE

LAFAYETTE, GEORGIA 30728

706-639-0168 office 706-639-0169 cell chrisjones@walkerschools.org

LOCATION MAP - NO SCALE

C000 COVER SHEET

C101 DEMOLITION PLAN

C102 SITE PLAN

C201 EROSION CONTROL PLAN

C501 CONSTRUCTION DETAILS

E102 ELECTRICAL PLANS

LIST OF DRAWINGS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

2024C

DATE REVISION # DESCRIPTION

COVER SHEET

DRAWING NUMBER

T N

U N

G R

O U

N D

N K

R : L

S C

H O

O L

T N

U M

: 0 1-

7951 Troon Circle Austell, Ga 30168

(770) 819-7777 a r c h i t e c t s & e n g i n e e r s

= ADDENDUM= CHANGE ORDER

DRAWING REVISIONS

C000

LAFAYETTE, GEORGIA 30728

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

25' TANK SETBACK

REMOVE EXISTING FUEL STATION ISLAND

AS REQUIRED

REMOVE EXISTING FUEL DISPENSER

AS REQUIRED

REMOVE EXISTING SYNTECH FUELMASTER SYSTEM

AS REQUIRED

EXISTING UNDERGROUND TANK

REMOVE EXISTING BOLLARD

AS NEEDED

TO BE FORMALLY CLOSED IN-PLACE

REMOVE EXISTING BOLLARDS

C101

SCALE: 1" = 10'

DEMOLITION PLAN

Feet0 10 20

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-22-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK REPLACEMENTS FOR:

WALKER COUNTY SCHOOLS

201 S. DUKES ST, LAFAYETTE, GA 30728

847 ALLGOOD RD, FLINSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

# Doc # Date

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

LAFAYETTE MIDDLE SCHOOL

UNDERGROUND STORAGE TANK (UST) REMOVAL NOTES:

1. THE PURPOSE OF THE DRAWING IS TO CONVEY THE OVERALL SCOPE OF

WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS

REQUIRED TO COMPLY WITH LEGAL REMOVAL AND TANK DISPOSAL

PRACTICES.

2. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE SITE,

SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE JOB SITE PRIOR

TO BIDDING AND COMMENCING THE WORK.

3. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MEANS, METHODS,

TECHNIQUES, AND PROCEDURES USED TO COMPLETE THE WORK IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR

THE SAFETY OF THE PUBLIC AND CONTRACTOR'S EMPLOYEES DURING THE

COURSE OF THE PROJECT.

4. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS AND

NOTIFICATIONS BEFORE STARTING SELECTIVE DEMOLITION. REMOVE AND

LEGALLY DISPOSE OF INDICATED ITEMS OFFSITE, UNLESS OTHERWISE

INDICATED.

5. CONTRACTOR SHALL ARRANGE DEMOLITION SCHEDULE SO AS NOT TO

INTERFERE WITH OWNER'S ON-SITE OPERATIONS.

6. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS AND REMOVE

DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, DRIVES, WALKS,

AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.

7. CONTRACTOR SHALL ERECT TEMPORARY PROTECTION, SUCH AS WALLS,

WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS TO

SECURE AREAS OF DEMOLITION AND CONSTRUCTION AND TO SEPARATE

THOSE ACTIVITIES FROM ALL SCHOOL ACTIVITIES.

8. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND

LANDSCAPING TO REMAIN.

9. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT

REQUIRED BY NEW CONSTRUCTION AND AS INDICATED.

10. ALL AREAS OF CONSTRUCTION, INCLUDING STORAGE AREAS, SHALL BE

FENCED AND GATED WITH LOCKABLE GATES. TEMPORARY CHAIN LINK

FENCE SHALL BE 6-FT CHAIN-LINK FENCE AT A MINIMUM. SEE SPECIFICATION

SECTION 015000.

11. TANK IS ASSUMED TO BE EMPTY OF FUEL AND WATER HOWEVER WILL

REQUIRE DEGASSING.

12. ALL EXCAVATED MATERIALS SHALL BE STORED UNDER AND ON PLASTIC

AND PROTECTED WITH HAYBALES OR SIMILAR TO PREVENT MOVEMENT OF

COVERED MATERIAL.

13. PERFORM FORMAL UST CLOSURE, ALL REQUIRED DOCUMENTATION AND

SAMPLING.

14. UPON SATISFACTORY APPROVAL OF TESTED SOIL SAMPLES, TANK SHALL BE

FILLED WITH APPROVED INERT MATERIALS.

15. DISPOSE OF EXCAVATED STORED MATERIALS. LEGALLY OFFSITE.

16. BACKFILL REMAINING EXCAVATION FOR POSITIVE DRAINAGE AND SIMILAR

DRAINAGE PATTERNS TO SURROUNDING AREA.

17. EXISTING TANK TO BE FILLED W/ APPROVED MIX

DEMOLITION LEGEND:

FUEL STATION TO BE REMOVED

CONCRETE TO BE REMOVED

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

UNDERGROUND TANK

X X

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

X X

XXXXXXXXXXXX

27.5'

48.0'

STONE PAD

SEE DETAIL ON C501

8' CHAINLINK FENCE W/BARB WIRE

14.0'

3.0'

REPLACE FUEL STATION ISLAND

SEE DETAIL ON C501

REINSTALL EXISTING SYNTECH

FUELMASTER

SEE DETAIL ON C501

REPLACE FUEL DISPENSER

SEE DETAIL ON C501

REPLACE BOLLARD

SEE DETAIL ON C501

10,000 gal Tank 8.5'W x 28'L

REPLACE BOLLARD

SEE DETAIL ON C501

REPLACE CONCRETE PAD

3' C.L. GATE

40.5'

49.4'

10.0'

X X X

C102

SCALE: 1" = 10'

SITE PLAN

Feet0 10 20

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-22-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK REPLACEMENTS FOR:

WALKER COUNTY SCHOOLS

201 S. DUKES ST, LAFAYETTE, GA 30728

847 ALLGOOD RD, FLINSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

# Doc # Date

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

LAFAYETTE MIDDLE SCHOOL

STAKING LEGEND:

FUEL TANK STATION

CONCRETE PAD

6' CHAIN LINK FENCE

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

STONE PAD

10,000 GALLON TANK

STAKING NOTES:

1. THE EXACT LOCATION OF THE 3' GATE SHALL BE

COORDINATED WITH THE OWNER.

2. C.L. SHALL BE LOCATED A MINIMUM OF 10' FROM

TANK.

3. BOLLARDS SHALL BE MAX. 4' O.C.

X X

XXX

X X

X X X

X X

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

X X

XXXXXXXXXXXX

Sd1-S Ds-1 Ds-2 Ds-3

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-22-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK REPLACEMENTS FOR:

WALKER COUNTY SCHOOLS

201 S. DUKES ST, LAFAYETTE, GA 30728

847 ALLGOOD RD, FLINSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

# Doc # Date

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

C201

SCALE: 1" = 10'

EROSION CONTROL PLAN

"ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY

SEEDING."

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND

PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

TO CONTROL OR TREAT THE SEDIMENT SOURCE.

EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN AND COMPREHENSIVE MONITORING PROGRAM

"THIS SHEET IS TO BE USED FOR EROSION, SEDIMENTATION AND POLLUTION CONTROL ONLY"

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN LEGEND

CHECK DAM SMALL TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A SWALE,

DRAINAGE DITCH, OR AREA OF CONCENTRATED FLOW.

STONE CHECK

DAM

SMALL TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A SWALE,

DRAINAGE DITCH, OR AREA OF CONCENTRATED FLOW.

CHANNEL

STABILIZATION

(W/BLANKET)

IMPROVING, CONSTRUCTING OR STABILIZING AN OPEN SWALE

DRAINAGE DITCH TO AVOID EROSION OF CHANNEL LINING (WITH SOD OR

TEMPORARY EROSION CONTROL BLANKET)

CHANNEL

STABILIZATION

(W/RIP-RAP)

IMPROVING, CONSTRUCTING OR STABILIZING AN OPEN SWALE

DRAINAGE DITCH TO AVOID EROSION OF CHANNEL LINING (RIP-RAP OR

CONCRETE)

CONSTRUCTION

EXIT

A STONE PAD AT THE SITE EXIT TO REMOVE MUD FROM TIRES. (STONE

SIZE - 1 1/2" X 3 1/2" DIA., THICKNESS - 6", SEE DETAIL)

DIVERSION A RIDGE OF COMPACTED SOIL, CONSTRUCTED ABOVE, ACROSS OR

BELOW A SLOPE TO DIVERT STORMWATER TO DRAINAGE STRUCTURES.

TEMPORARY

DOWNDRAIN

STRUCTURE

A PIPE, SECTIONAL CONDUIT, OR SIMILAR MATERIAL DESIGNED TO

SAFELY CONDUCT SURFACE RUNOFF DOWN A SLOPE.

FILTER RING A TEMPORARY STONE BARRIER CONSTRUCTED AT STORM DRAIN INLETS

AND POND OUTLETS.

LEVEL SPREADER

A STRUCTURE TO CONVERT CONCENTRATED FLOW OF WATER INTO

LESS EROSIVE SHEET FLOW THIS SHOULD BE CONSTRUCTED ON

UNDISTURBED SOILS ONLY.

ROCK FILTER

DAM

A TEMPORARY STONE FILTER DAM INSTALLED ACROSS DRAINAGE WAYS

OR IN CONJUNCTION WITH A TEMPORARY SEDIMENT TRAP.

RETROFITTING

A DEVICE PLACED IN FRONT OF A PERMANENT STORMWATER

DETENTION POND OUTLET STRUCTURE TO SERVE AS A TEMPORARY

SEDIMENT FILTER.

SEDIMENT

BARRIER

TYPE S

SEDIMENT

BARRIER

SEDIMENT BARRIER SHALL HAVE SUPPORTS NO GREATER THAN 4' O.C.

P-FACTOR NO GREATER THAN 0.03. (GEORGIA D.O.T. TYPE-C SILT FENCE

- SEE DETAIL). GSWCC - TYPE S/SENSITIVE AREA SILT FENCE.

BRUSH

BARRIER

BRUSH BARRIER TO FILTER SEDIMENT FROM RUNOFF, PREVENTING IT

FROM LEAVING THE SITE. ONLY FOR USE DURING TIMBER CLEARING

OPERATIONS.

INLET SEDIMENT

TRAP

EXCAVATING AROUND A STORM DRAIN DROP INLET, CURB INLET OR

WEIR INLET, TO CATCH SEDIMENT. (SEE DETAIL) ALTERNATIVE

APPROVED METHODS MAY ALSO BE USED ACCORDING TO THE MANUAL

FOR EROSION AND SEDIMENT CONTROL IN GA. LATEST EDITION.

INLET SEDIMENT

TRAP

TYPE C SILT FENCE SUPPORTED BY STEEL POSTS SHALL BE USED. THE

STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE

INLET A MAX. OF 3 FEET APART, AND SECURELY DRIVEN INTO THE

GROUND, APPROX. 18" DEEP. THE FABRIC SHALL BE ENTRENCHED 12"

AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL.

CURB INLET

SEDIMENT TRAP

A CURB INLET FILTER AFTER PAVING HAS BEEN INSTALLED. METHOD

SHALL BE "PIGS-IN-A-BLANKET" OR #57 STONE GRAVEL BAGS

WRAPPED WITH FILTER FABRIC, WIRE, OR PLASTIC MESH. SEE DETAIL

SEDIMENT BASIN

A BASIN CREATED TO CATCH SEDIMENT DURING CONSTRUCTION.

67 CUBIC YARDS/ACRE FOR THE DISTURBED AREA DRAINING INTO

THE BASIN.

SEDIMENT TRAP

(STRAW BALE/SILT

FENCE)

A SMALL TEMPORARY POND THAT DRAINS A DISTURBED AREA OF UP

TO 1 ACRE. THE SILT FENCE AND STRAW BALE OUTLET RELIES ON

FILTERING THROUGH LAYERS OF AGGREGATE, RIPRAP TO DEWATER

THE SEDIMENT TRAP. LIFE SPAN IS UP TO 1 YEAR. SEE DETAIL FOR

Sd4-B.

SEDIMENT TRAP

(ROCK OUTLET)

A SMALL TEMPORARY POND THAT DRAINS A DISTURBED AREA OF UP TO

5 ACRES. THE ROCK OUTLET RELIES ON FILTERING THROUGH LAYERS

OF AGGREGATE, RIPRAP TO DEWATER THE SEDIMENT TRAP. LIFE SPAN

IS UP TO 1 YEAR. SEE DETAIL FOR Sd4-C.

STORM DRAIN

OUTLET

PROTECTION

PAVED AND/OR RIPRAPPED CHANNEL SECTIONS BELOW A STORM DRAIN

OUTLET. THE LENGTH AND THE WIDTH OF THE APRON SHALL BE

DETERMINED FROM DETAIL.

SURFACE

ROUGHENING

PROVIDING A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS

CREATED BY OPERATING A TILLAGE IMPLEMENT ON THE CONTOUR OR

BY LEAVING SLOPES IN A ROUGHENED CONDITION BY NOT

FINE-GRADING THEM.

TOPSOILING

STRIPPING OFF THE MORE FERTILE TOP SOIL, STORING IT, THEN

SPREADING IT OVER THE DISTURBED AREA AFTER COMPLETION OF

CONSTRUCTION ACTIVITIES.

TREE

PROTECTION

PROTECT DESIRABLE TREES FROM INJURY DURING THE CONSTRUCTION

ACTIVITY

BUFFER ZONE

A STRIP OF UNDISTURBED, ORIGINAL VEGETATION, ENHANCED OR

RESTORED EXISTING VEGETATION OR THE RE-ESTABLISHMENT OF

VEGETATION SURROUNDING AN AREA OF DISTURBANCE OR BORDERING

STREAMS, PONDS, WETLANDS, LAKES.

DISTURBED AREA

STABILIZATION,

TEMPORARY

(MULCHING ONLY)

MULCHING OF DRY STRAW / HAY (2-4") DEEP, WOOD WASTE (CHIPS,

SAWDUST, BARK, OR GRINDINGS) AS TEMPORARY PROTECTION FOR

DISTURBED AREAS. WOOD WASTE CAN BE USED ON SLOPES FLATTER

THAN 3:1 WITHOUT ANCHORING AT DEPTH OF 2" TO 3" OR RATE OF 6 TO 9

TON/ACRE.

DISTURBED AREA

STABILIZATION,

TEMPORARY

ANNUAL RYEGRASS 40 LBS./ACRE. FERTILIZE AT 500 LBS./ACRE, 10-10-10,

LIME RATE AT 50 LBS./1000 S.F.

DISTURBED AREA

STABILIZATION,

PERMANENT

COMMON HULLED BERMUDA SEED AT 10 LBS./ACRE AND 1500 LBS./ACRE

OF 6-12-12 FERTILIZER, APPLY LIME AT A RATE OF 1 TON/ACRE.

DISTURBED AREA

STABILIZATION,

PERMANENT

(SODDING)

A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE

OR CRITICALLY ERODED LANDS.

DUST CONTROL CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON

CONSTRUCTION SITES, ROADWAYS AND DEMOLITION SITES.

SLOPE

STABILIZATION

RECPS - LONG TERM BLANKET CONSISTING OF OF 100% CURLED WOOD

BLANKET ON SLOPES TO PREVENT EROSION AND SLOW WATER FLOW

TO STABILIZE SOILS. (EXCELSIOR EROSION CONTROL BLANKET)

FLOCCULANTS

COAGULANTS

FLOCCULANTS AND COAGULANTS ARE FORMULATED TO ASSIST IN THE

SOLIDS/LIQUID SEPARATION OF SUSPENDED PARTICLES IN SOLUTION.

APPLICATION RATES SHALL COFORM TO MANUFACTURER'S GUIDELINES

FOR APPLICATION. ONLY ANIONIC FORM OF Fl-Co SHALL BE USED.

Cd-S

Ch-1

Ch-2

Dn1

Rt-P

Sd1

Sd1-S

Sd1-BB

Sd2-Bg

Sd2-F

Sd2-P

Sd3

Sd4-B

Sd4-C

Ds1

Ds2

Ds3

Ds4

Fl-Co

RETROFITTING

A DEVICE PLACED IN FRONT OF A PERMANENT STORMWATER

DETENTION POND OUTLET STRUCTURE, OPEN END PIPE OUTLETS,

WINGED HEADWALLS, OR CONCRETE WEIR OUTLETS TO SERVE AS A

TEMPORARY SEDIMENT FILTER.(SLOTTED BOARD DAM WITH STONE OR

FILTER FABRIC)

Rt-B

BARRIER TO FILTER SEDIMENT FROM RUNOFF, PREVENTING IT FROM

LEAVING THE SITE. (BRUSH PILES, MULCH BERMS, FABRIC FENCE,

COMPACT FILTER SOCKS OR OTHER FILTERING MATERIAL ).

RETAINING WALL

A WALL CONSTRUCTED OF ONE OR MORE OF THE FOLLOWING:

CONCRETE MASONRY, REINFORCED CONCRETE CRIBBING, TREATED

TIMBERS, STEEL PILINGS, GABIONS, STONE DRYWALL, ROCK RIP-RAP,

ETC..

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

TURBIDITY

CURTAIN

A FLOATING OR STAKED BARRIER INSTALLED WITHIN THE WATER TO

MINIMIZE TURBIDITY AND SILT MIGRATION FROM WORK OCCURRING

WITHIN THE WATER OR AS A SUPPLEMENT TO PERIMETER CONTROL

BMPS AT THE WATER'S EDGE. SILT OR TURBIDITY IS CONFINED TO THE

AREA WITHIN THE BOUNDARY CREATED BY THE INSTALLATION.

Feet 0 10 20

LAFAYETTE MIDDLE SCHOOL

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-22-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND STORAGE TANK REPLACEMENTS FOR:

WALKER COUNTY SCHOOLS

201 S. DUKES ST, LAFAYETTE, GA 30728

847 ALLGOOD RD, FLINSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

# Doc # Date

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

C501

CONSTRUCTION DETAILS

LaFAYETTE M.S FUEL STATION ISLAND DETAIL

NOT TO SCALE

14'-0"

3'9"STANDARD STRAIGHT

ISLAND FORM,

PAINTED STEEL

FULL RADIUS, HALF CIRCLE

END SECTION,

PAINTED YELLOW STEEL

4" DIAM. U-SHAPED

BUMPER GUARD

PAINTED YELLOW

EXISTING CANOPY COLUMN

DIESEL

EXISTING SYNTECH

FUELMASTER SYSTEM

SUPER HIGH CAPACITY, SINGLE

HOSE DISPENSER WITH ELEC.

GALLON DISPLAY

ELM

ASTER3,500psi CONCRETE

CHATTANOOGA VALLEY M.S FUEL STATION ISLAND DETAIL

NOT TO SCALE

3'9"STANDARD STRAIGHT

ISLAND FORM,

PAINTED STEEL

FULL RADIUS, HALF CIRCLE

END SECTION,

PAINTED YELLOW STEEL

4" DIAM. U-SHAPED

BUMPER GUARD

PAINTED YELLOW

EXISTING CANOPY COLUMN

DIESEL

EXISTING SYNTECH

FUELMASTER SYSTEM

SUPER HIGH CAPACITY, SINGLE

HOSE DISPENSER WITH ELEC.

GALLON DISPLAY

ELM

ASTER3,500psi CONCRETE

LaFAYETTE M.S FUEL STATION ISLANDCHATTANOOGA VALLEY M.S FUEL STATION ISLAND

STONE PAD DETAIL

NOT TO SCALE

COMPACTED SUBGRADE

#57 STONE

GEOTEXTILE

FABRIC 4OZ

3'-4"

03 30 00.E

7" 9"

CONCRETE PAVING

NOT TO SCALE

EXPANSION-ISOLATION JOINT

IN SLAB USED FOR HEAVY VEHICLES

CONSTRUCTION JOINT

NOT TO SCALE

CONTROL JOINT

@ 15' O.C.E.W.

4,000psi

CONCRETE

2" DEEP SAWCUT WWF 6X6

W2.9 X W2.9

4" BASE

(CRUSHED STONE)

03 30 00.B #5 X 1'-6" @ 1'-0" O.C.

03 30 00.A

JOINT FILLER

4" DEEP

EXP. JOINT, 34"

" m in.

NOT TO SCALE

Sd1-S SILT FENCE-TYPE SENSITIVE

PROFILE

FRONT VIEW

STEEL POSTS @ 4'-0" O.C.

FABRIC

WOVEN WIRE

FENCE BACKING

TRENCH

FLOW

STRETCHER BAR

SWING GATE

LINE POST CORNER POST GATE POST

8' CHAINLINK FENCE DETAIL

NOT TO SCALE

RAIL END

TOP RAIL 1 58" O.D.

SCHD. 40

EXPANSION

SLEEVE

WIRE TIE

RAIL WIRE

TIE

18" O.C.

WELDED

GATE

LOCKABLE

LATCH

HOG RING

18" O.C.

GATE POSTLINE POSTCORNER POST

TENSION WIRE

TURN BUCKLE

BRACE RAIL

1 58" O.D.

8' -0

" M

2" MIN.

" M

2" MIN.

10"

2" O.D.

SCHD. 40

2.5" O.D.

SCHD. 40

" M

2" MIN.

12"

3" O.D.

SCHD. 40

POST FOOTING DETAILS

NOT TO SCALE

TENSION BAND

12" O.C.T.

ADJ. TRUSS

ROD

10'-0" MAX

DOME CAP LINE POST

WIRE TIE

12" O.C.

3,000 PSI

CONCRETE

3,000 PSI

CONCRETE

3,000 PSI

CONCRETE

TANK AREA

NOT TO SCALE

CONCRETE FOOTING

X X

XXXXXX

X X

X X X X X

TANK 10,000gal

36' - 0"

28' - 6"

#57 STONE

8' CHAIN LINK FENCE

W/BARB WIRE

3' GATE

STEEL TANK SADDLE

FUEL TANK FOOTING DETAIL

NOT TO SCALE

9' - 0"

12"min cover

10,000 gallon fuel tank

UL-2085 "FIREGUARD"

PAINTED WHITE

4 @ #6 REBAR CONTINUOUS

#6 REBAR @ 14" O.C

NOTE:

· ASTM A615, GRADE 60 REBAR

· TOP OF FOOTINGS SHALL BE LEVEL WITH EACH OTHER

· FOOTING DETAIL IS BASED ON THE 10,000,gal

"FIREGUARD" SADDLE DIMENSIONS. VERIFY TANK

SADDLE DIMENSIONS PRIOR TO CONCRETE PLACEMENT.

16" min.

4"-18" exposure varies

4,500psi CONCRETE

4'-0"

14'-0"

05 50 00.L

6" DIA. STEEL SCH. 40 PIPE FILL

SOLID WITH CONCRETE TO TOP.

ROUND TOP SMOOTH OR USE

PRE-CAST CAP.

PAINT STEEL & CAP YELLOW

SET PIPE IN 3,000 PSI

CONCRETE

SUBGRADE

2" DIAM. PIN/BAR

3' -6

. 3

'-0

BOLLARD DETAIL

NOT TO SCALE

15" MIN.

PRE-CAST CONCRETE

DOME CAP

2" DIAM. PIN/BAR

CONCRETE FLUSH WITH

PAVING OR GRASS

10' MIN.

NOTE:

· NFPA -30 REQUIRES A MINIMUM 10' SHALL BE

AVAILABLE BETWEEN TANK AND FENCE ON ALL SIDES.

· COORDINATE GATE LOCATION W/OWNER

NOTE:

NFPA - 30 REQUIRES MIN. 3' CONCRETE EMBEDMENT OF BOLLARD

AND 15" MINIMUM CONCRETE DIAMETER.

MAXIMUM SPACING SHALL BE 4' O.C.

NOTE:

· 3 STRANDS OF BARB WIRE REQUIRED ON TOP OF

FENCE. BARB WIRE NOT SHOWN ON DETAIL

REMOVE EXISTING FUEL STATION ISLAND

AS REQUIRED

REMOVE EXISTING FUEL DISPENSER

AS REQUIRED

REMOVE EXISTING SYNTECH FUELMASTER SYSTEM

AS REQUIRED

REMOVE EXISTING BOLLARD

AS NEEDED

REMOVE EXISTING BOLLARDS

27.5'

48.0'

14.0'

3.0'

40.5'

49.4'

10.0'

CHAINLINK FENCE

REPLACE FUEL STATION ISLAND

SEE DETAIL ON C501

REINSTALL EXISTING SYNTECH

FUELMASTER

SEE DETAIL ON C501

REPLACE FUEL DISPENSER

SEE DETAIL ON C501

REPLACE BOLLARD

SEE DETAIL ON C501

10,000 gal Tank

8.5'W x 28'L

REPLACE BOLLARD

SEE DETAIL ON C501

REPLACE CONCRETE PAD

3' C.L. GATE

C C

DRAWING NUMBER

REVISIONS

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL

NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT

EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

07-23-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

CHATTANOOGA VALLEY MIDDLE SCHOOL

UNDERGROUND TANK REPLACEMENT FOR:

WALKER C0UNTY SCHOOLS

201 S. DUKE STREET, LAFAYETTE, GA 30278

847 ALLGOOD RD, FLINTSTONE, GA 30725

FACILITY CODE NUMBER: 746-0106

01-920-039

ISSUED FOR CONSTRUCTION

STATE BOARD OF REGISTRATION

FOR PROFESSIONAL ENGINEERS AND

LAND SURVEYORS

SOUTHERN A & E, LLC

ENGINEER FIRM

LICENSE NO: PEF003374

EXP. DATE - 06/30/2026

LAFAYETTE MIDDLE SCHOOL

419 ROADRUNNER BLVD, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0180

E102

LAFAYETTE MIDDLE SCHOOL SITE -

ELECTRICAL PLANS

KEYNOTE SCHEDULE

# KEYNOTE DESCRIPTION

D1 APPROXIMATE LOCATION OF EXISTING E-STOP BUTTON FOR FUEL DISPENSING

SHUTDOWN. DISCONNECT AND REMOVE, LEAVING EXISTING RACEWAY INTACT FOR

INSTALLATION OF NEW E-STOP BUTTON.

D2 APPROXIMATE LOCATION OF EXISTING FUELMASTER FUEL MANAGEMENT SYSTEM, TO

BE REMOVED AND REINSTALLED. DISCONNECT POWER FOR REMOVAL. CAREFULLY

REMOVE EXISTING ANTENNA AND ASSOCIATED WIRING FOR REINSTALLATION.

DEMOLISH ANTENNA SYSTEM CONDUIT.

D4 EXISTING FUEL DISPENSER TO BE REPLACED. DISCONNECT EXISTING DISPENSER

PUMP POWER CONNECTIONS AND COMMUNICATIONS CABLING FOR REMOVAL.

D5 APPROXIMATE LOCATION OF EXISTING 120/240V SINGLE-PHASE ELECTRICAL PANEL,

TO REMAIN.

D6 APPROXIMATE LOCATION OF EXISTING ABOVEGROUND CONDUIT FOR CANOPY

LIGHTING. LEAVE UNDERGROUND CONDUIT TO PANELBOARD INTACT FOR

RECONNECTION TO NEW CANOPY LIGHTING.

D7 APPROXIMATE LOCATION OF EXISTING TANK MONITOR CONTROL PANEL, TO REMAIN.

PROTECT DURING CONSTRUCTION.

D8 DEMOLISH EXISTING CANOPY LIGHTING FIXTURES, AND PREPARE FOR INSTALLATION

OF NEW LIGHTING FIXTURES AS INDICATED.

D9 APPROXIMATE LOCATION OF EXISTING UNDERGROUND STORAGE TANK TO BE FILLED

AND ABANDONED IN PLACE. DISCONNECT AND REMOVE ALL ASSOCIATED RACEWAYS,

CONDUCTORS AND PUMP CONNECTIONS AND OTHER ELECTRICAL ACCESSORIES.

COORDINATE REMOVAL WITH FUELING CONTRACTOR.

S1 PROVIDE NEW EMERGENCY STOP BUTTON FOR REMOVAL OF ALL EXTERNAL VOLTAGE

SOURCES FROM THE DISPENSER. PROVIDE SIGNAGE "FUEL PUMP EMERGENCY SHUT

OFF SWITCH" ADJACENT.

S3 PROVIDE (3) 3/4" CONDUITS BELOW GRADE FROM FUEL STORAGE TANK LOCATION TO

EXISTING BUILDING. STUB CONDUITS UP AND PROVIDE CONDUIT SEALING FITTINGS AT

BOTH ENDS, PER NEC CHAPTER 5. IN ONE CONDUIT, ROUTE 3#10AWG CU THWN TO A

NEW 15A/2P CIRCUIT BREAKER IN EXISTING ELECTRICAL PANEL FOR SUBMERSIBLE

PUMP POWER. IN ONE CONDUIT, PROVIDE CONNECTION FROM EXISTING FUEL TANK

MONITOR TO TANK SENSORS. COORDINATE CABLING AND CONNECTION METHOD WITH

FUEL TANK INSTALLER. REMAINING CONDUIT SHALL BE SPARE. CAP BOTH ENDS

ABOVE SEALING FITTING.

S4 APPROXIMATE LOCATION OF EXISTING 120/240V PANELBOARD, TO REMAIN.

S5 APPROXIMATE LOCATION OF EXISTING CONDUIT(S) FROM FUEL DISPENSER TO

EXISTING BUILDING. INTERCEPT CONDUITS BELOW GRADE, AND EXTEND UP INTO NEW

DISPENSER WITH SEALING FITTINGS. ROUTE 3#12AWG CU IN 3/4"C TO EXISTING 20A/1P

CIRCUIT BREAKER. PROVIDE NEW WIRING FOR DISPENSER COMMUNICATIONS.

CONFIRM REQUIREMENTS WITH DISPENSER INSTALLER PRIOR TO ROUGH-IN.

S6 APPROXIMATE LOCATION OF EXISTING CONDUIT(S) FROM FUEL MANAGEMENT

SYSTEM TO EXISTING BUILDING. INTERCEPT CONDUITS BELOW GRADE, AND EXTEND

UP INTO FUEL MANAGEMENT SYSTEM WITH SEALING FITTINGS. ROUTE 3#12AWG CU IN

3/4"C TO EXISTING 20A/1P CIRCUIT BREAKER. PROVIDE NEW WIRING FOR FUEL

MANAGEMENT SYSTEM COMMUNICATIONS ANTENNA. CONFIRM REQUIREMENTS WITH

INSTALLER PRIOR TO ROUGH-IN

S7 APPROXIMATE LOCATION OF EXISTING TANK MONITOR CONTROL PANEL. MAINTAIN

BRANCH CIRCUIT. PROVIDE TANK MONITOR CABLING FROM SENSORS, AS REQUIRED.

S8 INTERCEPT AND EXTEND EXISTING LIGHTING CIRCUIT CONDUIT TO CANOPY LIGHTING

FIXTURES. CONNECT NEW LIGHTING FIXTURES TO EXISTING 20A/1P CIRCUIT BREAKER

IN EXISTING PANEL. INTERCEPT CONDUIT WITHIN BUILDING, AND REROUTE TO A NEW

PHOTOCELL INSTALLED AT THE BUILDING EXTERIOR WALL. REPLACE CIRCUIT WIRING

WITH 3#12AWG CU THWN. PROVIDE RACEWAY SEALS PER NEC CHAPTER 5.

1" = 10'-0"E102

1 LMS - ELECTRICAL DEMOLITION SITE PLAN

1" = 10'-0"E102

2 LMS - ELECTRICAL RENOVATION SITE PLAN

# Doc # Date

LIGHTING FIXTURE SCHEDULE

Type Lamp

(Lumens) Initial CCT Voltage

Input Power Mounting Height

Approved Manufacturers and Catalog Numbers

Type CommentsManufacturer 1 Model 1 Manufacturer 2 Model 2 Manufacturer 3 Model 3

C LED 4000 K 120 91 VA SURFACE Cooper Lighting CLCS40 OR APPROVED EQUAL Surface Mount

07-23-24

05_CIV

C501 DETAILS

50_ELE

E101 - CHATTANOOGA VALLEY MIDDLE SCHOOL SITE - ELECTRICAL PLANS

E102 - LAFAYETTE MIDDLE SCHOOL SITE - ELECTRICAL PLANS

File details come from the government source that posted it. Updated Jul 24, 2024.