Attach-1-Drawings.pdf

STEWART COUNTY GEORGIA

40161800

ENGINEERING GRAPHIC SCALES

ARCHITECTURAL GRAPHIC SCALES

FEET 1/4"=1'-0"

METERS 1:48

0 21 3

2 3

CENTIMETERS 1:24

FEET 1/2"=1'-0"

0 50 100

0 1 2 3 4

FEET 1"=20'

METERS 1:240

0 5 10

20 30 40 50

7 22.966 2.134 7

MILES

9.656 6

14.484

11.265

12.875

KILOMETERS

1.609

6.437

8.047

3.219

4.828

2.743

2.438

KILOMETERS

3.728

5.592

4.350

4.971

0.621

2.485

3.107

1.243

1.864

MILES

29.528

26.247

METRIC CONVERSION TABLES

INCHES

FEET

20.32 8

METERS

0.610

1.829

1.524

1.219

0.914

0.305

22.86

METERS

CENTIMETERS

2.54

7.62

15.24

17.78

10.16

12.70

5.08

CENTIMETERS

3.150

6.562

19.685

16.404

13.123

9.843

3.281

FEET

3.543

1.181

2.362

2.756

1.574

1.969

0.934

0.787

INCHES

EUFAULA

NATIONAL WILDLIFE REFUGE

REHABILITATION OF THE

BRADLEY UNIT PUMP STATION

REHABILITATION OF THE

BRADLEY UNIT PUMP STATION

SITE

ENVIRONMENT & INFRASTRUCTURE SOLUTIONS, INC.

1075 BIG SHANTY ROAD, NW., SUITE 100

KENNESAW, GEORGIA 30144

PREPARED BY:

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THIS SITE LIES IN A FLOOD ZONE, PER F.I.R.M. PANEL 13259C0210B, DATED SEPTEMBER 3, 2010.

SITE

COVER SHEET

G-001

(770) 421-3400

COA# PEF000213

EXPIRES: 06/30/2022

SITE

EUFAULA BRADLEY

PUMP STATION SIGN

DRAWING INDEX

DRAWING TITLE

G-001 COVER SHEET

C-100 EXISTING SITE CONDITIONS

C-101 OVERALL SITE & EROSION CONTROL PLAN

C-102 EROSION AND SEDIMENTATION CONTROL NOTES

C-501 DETAILS

A-101 ROOF JOIST REPAIR PLAN

M-101 MECHANICAL DEMOLITION AND NEW WORK PLAN

M-102 MECHANICAL NEW WORK PLAN

M-501 MECHANICAL DETAILS AND SCHEDULES

E-001

ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

E-101 GROUNDING AND LIGHTNING PROTECTION PLAN

E-102 ELECTRICAL POWER AND LIGHTING PLAN

E-103 LIGHTNING PROTECTION ROOF PLAN

E-501 ELECTRICAL DETAILS

ISSUED FOR CONSTRUCTION

ZONE A

STEWART COUNTY

UNINCORPORATED AREAS

130393

FLOOD HAZARD INFORMATION

IS NOT SHOWN ON THIS MAP

IN AREAS OUTSIDE OF

STEWART COUNTY

12/15/21

ISSUED FOR CONSTRUCTION

EXISTING SITE CONDITIONS

CB

SK

C-100

FEET 1"=20'

METERS 1:240

0 5 10

20 30 40 50

N

EXISTING PUMP SHAFT LOCATION

BRADLEY PUMP STATION SITE

EXISTING ACCESS

GATE TO PUMP HOUSE

W

RaA

W

SOILS LEGEND

MAP UNIT

SYMBOL

MAP UNIT NAME

RaA

RAINS SANDY LOAM, 0 TO 2 PERCENT

SLOPES, OCCASIONALLY FLOODED

W WATER

BRADLEY DIKE TRAIL

*SOIL DATA PROVIDED FROM USDA WEB SOIL SURVEY

DISCHARGE PIPE

PUMP SUPPORT STRUCTURE

ISSUED FOR CONSTRUCTION

OVERALL SITE & EROSION

CONTROL PLAN

C.B.

X.X.

C-101

FEET 1"=20'

METERS 1:240

0 5 10

20 30 40 50

N

Tc

EXISTING PUMP SHAFT LOCATION

BRADLEY PUMP STATION SITE

EXISTING ACCESS

GATE TO PUMP HOUSE

TURBIDITY CURTAIN

CONTRACTOR LAYDOWN AREA

BRADLEY DIKE TRAIL

DISCHARGE PIPE - SEE NOTE 1

NOTES:

1. DISCHARGE PIPE TO BE COATED WITH RUST INHIBITED

COATING ON EXPOSED PART OF PIPE (SUCH AS

MACROPOXY 646). CONTRACTOR TO IMPLEMENT

MEASURES TO ENSURE NO COATING ENTERS INTO

BODY OF WATER.

2. CONTRACTOR TO INSTALL BEST MANAGEMENT

PRACTICES SUCH AS TURBIDITY CURTAIN AS SHOWN

ON DRAWING TO PREVENT EROSION RUNOFF INTO

BODY OF WATER DURING CONSTRUCTION.

3. CONTRACTOR TO OPERATE DURING NON-BLACKOUT

DATES. BLACKOUT DATES LISTED UNDER

SPECIFICATION SECTION 01 11 00 - 1.9 WORK HOURS.

4. CONTACT THE REFUGE MANAGER 48 HOURS PRIOR TO

PUMP REMOVAL OR REPLACEMENT. THE PUMP SHALL

NOT BE REMOVED OR INSTALLED WITHOUT THE

REFUGE MANAGER BEING ON SITE. CONTRACTOR TO

ENSURE NOT TO DAMAGE THE PUMP SUPPORT

STRUCTURE DURING PUMP REPLACEMENT. REPAIR OR

REPLACEMENT OF THE PUMP SUPPORT STRUCTURE

DUE TO CONTRACTOR DAMAGE SHALL BE DONE AT NO

ADDITIONAL COST TO THE OWNER. PUMP SUPPORT

STRUCTURE MAY BE CUT UP TO 36 INCHES, OR AS

DIRECTED BY REFUGE MANAGER, TO FACILITATE EASE

OF PUMP REMOVAL AND INSTALLATION. THE TOP

CHAIN HOIST BRACKET SHOULD BE REMOVED AND

REINSTALLED. WHEN REFUGE HAS BEEN DRAINED FOR

THE PUMP REPLACEMENT, THE SUPPORT STRUCTURE

SHALL BE COASTED WITH A RUST INHIBITED COATING

ON ALL EXPOSED PARTS. COATING TO BE MACROPOXY

646 OR APPROVED EQUIVALENT. CONTRACTOR TO

REPLACE THE CHAIN, CHAIN HOIST, AND CONNECTORS

WITH NEW STAINLESS STEEL PARTS OF SIMILAR SIZE

AND RATINGS.

PUMP SUPPORT STRUCTURE - SEE NOTE 4

ISSUED FOR CONSTRUCTION

EROSION AND SEDIMENTATION

CONTROL NOTES

C.B.

X.X.

C-102

SITE DESCRIPTION

THIS PROJECT IS LESS THAN 1 ACRE AND EXEMPT FROM THE

NPDES PERMIT. THIS EXEMPTION DOES NOT ALLEVIATE THE

CONTRACTOR FROM PREVENTING SEDIMENT FROM LEAVING THE

SITE, OR FROM THE REQUIREMENTS OF THE CLEAN WATER ACT.

THIS PROJECT WILL BE FOR EQUIPMENT REPLACEMENT ONLY.

INSTALL SEDIMENT FENCE AND SILT CURTAINS AS NECESSARY TO

PROTECT WATERS OF THE STATE.

GENERAL NOTES

1. 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..

2. AFTER CONSTRUCTION, EROSION AND SEDIMENTATION SHALL

BE MANAGED BY GRAVEL.

3. PRIOR TO THE LAND DISTURBING CONSTRUCTION, THE

CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION

MEETING WITH THE AREA SITE DEVELOPMENT INSPECTOR.

4. THE CONTRACTOR SHALL OBSERVE THE PROJECT SEQUENCE

SHOWN ON THE PLAN. THE CONTRACTOR SHALL MAINTAIN

CAREFUL SCHEDULING AND PERFORMANCE TO INSURE THAT

LAND STRIPPED OF ITS NATURAL COVER IS EXPOSED ONLY IN

SMALL QUANTITIES.

5. NO STAGING AREAS, MATERIAL STORAGE, OR DEBRIS BURN

AND BURIAL HOLES SHALL BE LOCATED WITHIN 500 FEET OF

DESIGNATED TREE PROTECTION AREAS.

6. A COPY OF THE APPROVED LAND DISTURBANCE PLAN SHALL

BE PRESENT ON THE SITE AT ALL TIMES.

7. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS

OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404

PERMIT.

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 AREA LEFT EXPOSED FOR A PERIOD GREATER

THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

11. FOR BUILDING MATERIALS, BUILDING PRODUCTS,

CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS,

FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS,

SANITARY WASTE AND OTHER MATERIALS PRESENT ON THE

SITE, PROVIDE COVER (E.G. PLASTIC SHEETING, TEMPORARY

ROOFS) TO MINIMIZE THE EXPOSURE OF THESE PRODUCTS TO

PRECIPITATION AND TO STORMWATER, OR A SIMILARLY

EFFECTIVE MEANS DESIGNED TO MINIMIZE THE DISCHARGE OF

POLLUTANTS FROM THESE AREAS. MINIMIZATION OF

EXPOSURE IS NOT REQUIRED IN CASES WHER EXPOSURE TO

PRECIPITATION AND TO STORMWATER WILL NOT RESULT IN A

DISCHARGE OF POLLUTANTS, OR WHER EXPOSURE OF A

SPECIFIC MATERIAL OR PRODUCT POSES LITTLE RISK TO

STORMWATER CONTAMINATION (SUCH AS FINAL PRODUCTS

AND MATERIALS INTENDED FOR OUTDOOR USE).

12. NO BURN OR BURY PIT SHALL BE PERMITTED ON THE

CONSTRUCTION SITE WITHOUT WRITTEN PERMISSION BY THE

OWNER AND/OR THE DESIGN PROFESSIONAL.

13. ALL SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION

171 OF THE "DEPARTMENT OF TRANSPORTATION, STATE OF

GEORGIA STANDARD SPECIFICATIONS, CONSTRUCTION OF

TRANSPORTATION SYSTEMS" (GDOT STANDARD

SPECIFICATIONS), LATEST EDITION.

14. ALL ITEMS IN THESE NOTES SHALL MEET THE REQUIREMENTS

AS SET FORTH IN SECTIONS 161, 162, 163, AND 164 OF THE

GDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE

SPECIFIED IN THE PROJECT DOCUMENTS.

15. TEMPORARY SEEDING AND/OR MULCH SHALL BE APPLIED TO

ALL EXPOSED AREAS WITHIN 14 DAYS OF LAND DISTURBANCE.

16. ALL DISTURBED AREAS LEFT MULCHED AFTER 30 DAYS SHALL

BE STABILIZED WITH TEMPORARY VEGETATION.

17. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE

CHECKED AFTER EACH RAIN EVENT. EACH DEVICE SHALL BE

MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS

REACHED 1/2 THE CAPACITY OF THE DEVICE. ADDITIONAL

DEVICES SHALL BE INSTALLED IF NEW CHANNELS HAVE

DEVELOPED.

18. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF

MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE

PERIODIC TOP DRESSING WITH A 1" TO 3" LAYER OF STONE, AS

CONDITIONS DEMAND. ALL MATERIALS SPILLED, DROPPED,

WASHED OR TRACKED FROM VEHICLES ONTO PUBLIC

ROADWAYS OR INTO STORM DRAINS SHALL BE REMOVED

IMMEDIATELY.

19. CONTRACTOR SHALL INSPECT CONTROL MEASURES AT THE

END OF EACH WORKING DAY TO ENSURE MEASURES ARE

FUNCTIONING PROPERLY.

20. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION

CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION

BEING STOPPED ON THE JOB UNTIL SUCH MEASURES ARE

CORRECTED BACK TO THE APPROVED EROSION CONTROL

PLAN.

21. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTENANCE OF ALL EROSION CONTROL MEASURES

INCLUDING REPLACING OR REPAIRING ANY DAMAGED DEVICES

DUE TO ANY CONSTRUCTION ACTIVITY BY OTHERS.

22. SEDIMENT SHALL NOT BE WASHED INTO INLETS. IT SHALL BE

REMOVED FROM THE SEDIMENT TRAPS, DISPOSED OF AND

STABILIZED SO THAT IT WILL NOT ENTER THE INLET AGAIN.

23. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL

NECESSARY BARRICADES WHILE IMPROVEMENTS ARE BEING

MADE.

24. CRITERIA FOR SILT FENCE PLACEMENT. THE SILT FENCE SHALL

BE MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED ON THE SLOPE. SILT SHALL BE REMOVED WHEN

ACCUMULATION REACHES 1/2 HEIGHT OF THE BARRIER.

ADDITIONALLY, DIVERSION DIKES SHALL BE CONSTRUCTED

ALONG THE TOP OF ALL SAID FILL SLOPES WITH THE USE OF

TEMPORARY DOWN DRAINS TO CONTROL STORMWATER RUN

OFF AS SHOWN ON THE PLAN. SEE SEPARATE DETAILS FOR

ADDITIONAL INFORMATION.

25. STOCKPILED TOPSOIL SHALL BE APPLIED AT A MINIMUM

THICKNESS OF 3-INCHES TO ALL FINAL GRADE SOIL SURFACES.

IF SUFFICIENT TOPSOIL IS NOT AVAILABLE TO COVER ALL

FINAL GRADE SURFACES, PREFERENCE SHALL BE GIVEN TO

CUT AND FILL SLOPE AREAS.

26. UPON COMPLETION OF THE CONSTRUCTION ACTIVITIES (AND

RECEIPT OF CERTIFICATE OF OCCUPANCY), THE CONTRACTOR

SHALL REMOVE ALL TEMPORARY EROSION CONTROL

MEASURES AND DISPOSE OF THEM UNLESS NOTED ON PLAN.

MAINTENANCE

SEDIMENT SHALL BE REMOVED FROM SILT FENCES ONCE IT HAS

ACCUMULATED TO 1/2 THE ORIGINAL HEIGHT OF THE BARRIER.

FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS

DETERIORATED TO SUCH AN EXTENT THAT THE EFFECTIVENESS OF

THE FABRIC IS REDUCED (APPROXIMATELY 6 MONTHS).

SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE

REMOVED FROM THE SEDIMENT TRAP, DISPOSED OF AND

STABILIZED SO THAT IT WILL NOT RE-ENTER THE INLET.

FLOOD INSURANCE RATE MAP, 13259C0210B, DATED SEPTEMBER 3,

2010, SHOWS THE SITE AND THE SURROUNDING AREA TO BE IN

"ZONE A" DETERMINED TO BE WITHIN THE FLOODPLAIN.

SOIL TYPES

THE NCRS SOIL TYPES ARE: RaA AND W

SOIL DISTURBING ACTIVITIES INCLUDE:

· INSTALLING PERIMETER EROSION AND SEDIMENT

CONTROLS

· EXCAVATION FOR UTILITIES

· PREPARATION FOR FINAL PAVING

· COMPLETION OF ON-SITE STABILIZATION

24-HOUR CONTACT: SITE REPRESENTATIVE

NAME OF RECEIVING WATERS

WALTER F. GEORGE RESERVOIR AND THE CHATTAHOOCHEE RIVER

EROSION AND SEDIMENT CONTROLS

ALL PERIMETER SILT FENCES AND CONSTRUCTION EXITS SHALL BE

IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITIES.

EXISTING VEGETATION SHALL BE LEFT IN PLACE UNTIL SUCH TIME

THAT LAND DISTURBING ACTIVITIES ARE TO TAKE PLACE UPON THAT

PORTION OF THE SITE. WHEN CONSTRUCTION ACTIVITIES HAVE

CEASED IN AN AREA, THAT AREA SHALL BE STABILIZED WITHIN 14

DAYS. IF THE AREA IS NOT YET TO FINAL GRADE, IT SHALL BE

MULCHED. IF THE AREA IS TO FINAL GRADE AND WILL EVENTUALLY

CONTAIN SITE IMPROVEMENTS SUCH AS THE STRUCTURES OR

SIDEWALKS, IT SHALL BE TEMPORARY SEEDED. AREAS BROUGHT TO

FINAL GRADE THAT WILL REMAIN PERVIOUS ARE TO BE

PERMANENTLY SEEDED

OTHER CONTROLS

NO WASTE SHALL BE DISPOSED OF INTO STORMWATER INLETS OR

WATERS OF THE STATE

WASTE MATERIALS

ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A

SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER SHALL MEET

ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND

CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN

THE DUMPSTER. THE DUMPSTER SHALL BE EMPTIED A MINIMUM OF

ONCE PER WEEK, OR MORE OFTEN IF NECESSARY, AND TRASH

SHALL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO

CONSTRUCTION WASTE SHALL BE BURIED ON-SITE.

ALL PERSONNEL SHALL BE INSTRUCTED ON PROPER PROCEDURES

FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES SHALL

BE POSTED AT THE JOB SITE AND THE CONTRACTOR IS

RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE

FOLLOWED.

HAZARDOUS WASTES

ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN THE

MANNER SPECIFIED BY LOCAL, STATE AND/OR FEDERAL

REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS.

THE JOB SITE SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE

FOR SEEING THAT THESE PRACTICES ARE FOLLOWED, SHALL

INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL

SAFETY DATA SHEETS (MSDS) FOR EACH SUBSTANCE WITH

HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE SHALL BE

OBTAINED AND USED FOR THE PROPER MANAGEMENT OF

POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. AN

MSDS SHALL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH

PRODUCT IS STORED AND/OR USED AND ANOTHER COPY OF EACH

MSDS SHALL BE MAINTAINED IN THE ESPC PLAN FILE AT THE JOB

SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYEE WHO MUST

HANDLE A SUBSTANCE WITH HAZARDOUS PROPERTIES SHALL BE

INSTRUCTED ON THE USE OF MSDS SHEETS AND THE SPECIFIC

INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE

IS USING, PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES.

THE CONTRACTOR SHALL IMPLEMENT THE SPILL PREVENTION

CONTROL AND COUNTERMEASURES (SPCC) PLAN FOUND WITHIN

THIS ESPC PLAN AND SHALL TRAIN ALL PERSONNEL IN THE PROPER

CLEANUP AND HANDLING OF SPILLED MATERIALS. NO SPILLED

HAZARDOUS MATERIALS OR HAZARDOUS WASTES SHALL BE

ALLOWED TO COME IN CONTACT WITH STORMWATER DISCHARGES.

IF SUCH CONTACT OCCURS, THE STORMWATER DISCHARGE SHALL

BE CONTAINED ON-SITE UNTIL APPROPRIATE MEASURES IN

COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN

TO DISPOSE OF SUCH CONTAMINATED STORMWATER. IT SHALL BE

THE RESPONSIBILITY OF THE JOB SITE SUPERINTENDENT TO

PROPERLY TRAIN ALL PERSONNEL IN THE USE OF THE SPCC PLAN.

SANITARY WASTES

A MINIMUM OF ONE PORTABLE SANITARY UNIT SHALL BE PROVIDED

FOR EVERY TEN (10) WORKERS ON THE SITE. ALL SANITARY WASTE

SHALL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF

ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER

IN COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS.

ALL SANITARY WASTE UNITS SHALL BE LOCATED IN AN AREA WHERE

THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORMWATER

DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMP'S MUST

BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED

PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT

WASTES FROM CONTRIBUTING TO STORMWATER DISCHARGES.

OFF-SITE VEHICLE TRACKING

CONSTRUCTION WILL OCCUR ON GRAVEL SURFACES, SO NO

CONSTRUCTION EXIT IS PLANNED. ANY VEHICLE LEAVING THE

CONSTRUCTION SITE SHALL ENSURE TIRES ARE CLEAN OF MUD AND

SEDIMENT BEFORE ENTERING A PAVED PUBLIC ROAD.

SPILL PREVENTION

PRACTICES SUCH AS GOOD HOUSEKEEPING, PROPER HANDLING OF

HAZARDOUS PRODUCTS AND PROPER SPILL CONTROL PRACTICES

SHALL BE FOLLOWED TO REDUCE THE RISK OF SPILLS AND THE RISK

OF SPILLS FROM DISCHARGING INTO STORMWATER RUNOFF.

GOOD HOUSEKEEPING

QUANTITIES OF PRODUCTS STORED ON-SITE SHALL BE LIMITED TO

THE AMOUNT NEEDED FOR THE JOB.

1. PRODUCTS AND MATERIALS SHALL BE STORED IN A NEAT,

ORDERLY MANNER IN APPROPRIATE CONTAINERS PROTECTED

FROM RAINFALL WHERE POSSIBLE.

2. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS

WITH MANUFACTURER LABELS LEGIBLE AND VISIBLE.

3. PRODUCT MIXING, DISPOSAL AND DISPOSAL OF PRODUCT

CONTAINERS SHALL BE ACCORDING TO THE MANUFACTURER'S

RECOMMENDATIONS.

4. THE CONTRACTOR SHALL INSPECT SUCH MATERIALS TO

ENSURE PROPER USE, STORAGE AND DISPOSAL.

PRODUCT SPECIFIC PRACTICES

CONCRETE TRUCK WASHING - BERMED CONTAINMENT AREAS SHALL

BE ESTABLISHED FOR CONCRETE TRUCKS TO WASH DOWN TOOLS,

CONCRETE MIXER CHUTES, HOPPERS AND THE REAR OF THE

VEHICLES. WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS

PROHIBITED.

FERTILIZER/HERBICIDES - THESE PRODUCTS SHALL 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 SHALL BE UNDER ROOF IN SEALED CONTAINERS.

PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS SHALL BE STORED IN

TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS

PRODUCT SHALL NOT BE DISCHARGED TO THE STORMWATER

COLLECTION SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH

THESE PRODUCTS AND PRODUCT CONTAINERS SHALL BE DISPOSED

OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND

RECOMMENDATIONS.

BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS

SHALL BE BURIED OR DISPOSED OF ON-SITE. ALL SUCH MATERIAL

SHALL BE DISPOSED OF USING PROPER WASTE DISPOSAL

PROCEDURES.

SPILL PREVENTION, CONTROL AND COUNTER MEASURES PLAN

THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL

WHO PREPARED THIS PLAN IF MORE THAN 1320 GALLONS OF

PETROLEUM PRODUCTS ARE STORED ON-SITE (THIS INCLUDES

FLUIDS WITHIN EQUIPMENT) IN VOLUMES OF 55 GALLONS OR

GREATER. IF THIS CONDITION EXISTS, THE CONTRACTOR WILL NEED

A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC)

PLAN PREPARED BY A LICENSED PROFESSIONAL ENGINEER (PE) OF

THE STATE.

· PETROLEUM BASED PRODUCTS - CONTAINERS FOR

PRODUCTS SUCH AS FUELS, LUBRICANTS AND TARS

SHALL 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 SHALL BE LOCATED AWAY FROM

STATE WATER, NATURAL DRAINS AND STORMWATER

DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING

TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER

TO PREVENT/MINIMIZE SITE CONTAMINATION.

· DISCHARGE OF OILS, FUELS AND DISPOSAL AS REQUIRED

BY LOCAL AND STATE REGULATIONS.

· LOCAL, STATE, AND MANUFACTURER'S RECOMMENDED

METHODS FOR SPILL CLEANUP SHALL BE CLEARLY

POSTED AND PROCEDURES SHALL BE MADE AVAILABLE TO

SITE PERSONNEL.

· MATERIAL AND EQUIPMENT NECESSARY FOR SPILL

CLEANUP SHALL 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 PROPERLY LABELED PLASTIC AND METAL WASTE

CONTAINERS.

· SPILL PREVENTION PRACTICES AND PROCEDURES SHALL

BE REVIEWED AFTER A SPILL AND ADJUSTED AS

NECESSARY TO PREVENT FUTURE SPILLS.

· ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY UPON

DISCOVERY. ALL SPILLS SHALL BE REPORTED AS

REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.

· FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A

SHEEN ON SURFACE), THE NATIONAL RESPONSE CENTER

(NRC) SHALL BE CONTACTED WITHIN 24-HOURS AT

1-800-424-8802.

· FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL

RESPONSE CENTER (NRC) SHALL BE CONTACTED WITHIN

24-HOURS AT 1-800-424-8802.

· FOR SPILLS GREATER THAN 25 GALLONS AND NO

SURFACE WATER IMPACTS, THE GEORGIA EPD SHALL BE

CONTACTED WITHIN 24-HOURS.

· FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE

WATER IMPACTS, THE SPILL SHALL BE CLEANED UP AND

LOCAL AGENCIES SHALL BE CONTACTED AS REQUIRED.

LIMIT OF DISTURBANCE 0.0 AC

ISSUED FOR CONSTRUCTION

DETAILS

C.B.

X.X.

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE

FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE

ASSOCIATION R-2 (1-1/2" TO 3-1/2" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR

EGRESS, BUT NO LESS THAN 20'-0".

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD

PAVED AREA IS GREATER THAN 2%.

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE

DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED

WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR

SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE

ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON

SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY

CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT WILL

REMOVE MUD AND DIRT.

10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD

ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR

AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

6" MIN

6" MIN

M

I

N

N

FLOW

FLOW

ENTRANCE ELEVATION

(IF NEEDED)

Co

SIDE VIEW

FLOW

M

I N

M

I N

2"

6'-0" MAX O.C.

FABRIC

TRENCH

M

I N

M

I N

FRONT VIEW

SILT FENCE - TYPE NON-SENSITIVESd1-Ns

NOTES:

1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY

THE EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN.

2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION,

SEDIMENTATION, AND POLLUTION CONTROL PLAN.

ANCHOR SYSTEM AND LAYOUT DETAILS

W A

T E

R

F

L O

W

BRIDGE

WORK

DANGER BUOY

(BRIDGE WORK

EXAMPLE)

M

A X

NOTES:

1. SILT CURTAINS SHOULD BE ORIENTED PARALLEL TO THE DIRECTION OF

FLOW.

2. FOR SITES NOT SUBJECT TO HEAVY WAVE ACTION, THE CURTAIN HEIGHT

SHALL PROVIDE SUFFICIENT SLACK TO ALLOW THE TOP OF THE CURTAIN TO

RISE TO THE MAXIMUM EXPECTED HIGH-WATER LEVEL (INCLUDING WAVES)

WHILE THE BOTTOM MAINTAINS CONTINUOUS CONTACT WITH THE BOTTOM

OF THE WATER BODY. THE BOTTOM EDGE OF THE CURTAIN SHALL HAVE A

WEIGHT SYSTEM CAPABLE OF HOLDING THE BOTTOM OF THE CURTAIN DOWN

AND CONFORMING TO THE BOTTOM OF THE WATER BODY, SO AS TO

PROHIBIT ESCAPE OF TURBID WATER UNDER THE CURTAIN.

3. THE SILT CURTAIN SHALL BE LOCATED BEYOND THE LATERAL LIMITS OF THE

CONSTRUCTION SITE AND FIRMLY ANCHORED INTO PLACE (THE ALIGNMENT

SHOULD BE SET AS CLOSE TO THE WORK AREA AS POSSIBLE BUT NO SO

CLOSE AS TO BE DISRUPTED BY CONSTRUCTION EQUIPMENT).

4. DANGER BUOYS SHALL BE USED AS DIRECTED BY THE COAST GUARD OR

DNR PERMIT WHEN WORKING IN NAVIGABLE WATERS.

5. THE ENDS OF THE SILT CURTAIN SHALL BE SECURELY ANCHORED AND

KEYED IN ORDER TO ENCLOSE AREA.

6. A GENERAL RULE OF THUMB FOR ATTACHING ANCHORS IS TO DO SO AT 100'

INTERVALS (DEPENDING ON CURRENT AND TIDAL CONDITIONS, IT MAY BE

NECESSARY TO ANCHOR THE BARRIER ON BOTH SIDES-AS SHOWN).

Tc TURBIDITY CURTAIN SYSTEM

C-501

CHAIN LINK FENCE

TIE WIRES OR

HOG RINGS (TYP)

LINE POST

TENSION

WIRE

8'-0" MAX

8'-0" MAX

LINE POSTS TO BE EQUALLY

SPACED

GRADE

F A

B R

C

W

D

T H

BOTTOM OF FABRIC

LINE POST

CHAIN LINK FABRIC

(9-GAUGE, 2" MESH)

BRACE RAIL

TOP RAIL OR

TENSION WIRE

TIE WIRES OR

CLIPS (TYP)

TRUSS ROD

(3/8" MIN DIA)

CORNER, END

OR PULL POST

HOG RINGS (TYP)

CHAINLINK FENCE POST SURFACE MOUNT

BRACKET ANCHORED TO CONCRETE WITH

" DIA. WEDGE ANCHOR EMBED A MAXIMUM

OF 4"

3/4" CHAMFER (TYP)

EXISTING

CONCRETE

6"

DRILL 5/8" DIA HOLE AND INSTALL #4

DEFORMED DOWELS @ 18" O.C. EMBED 4"

INTO EXISTING SLAB WITH HILTI HY 200 OR

APPROVED EQUAL

3,000 PSI CONCRETE

FUEL-RESISTANT SEALANT ON

EACH SIDE

SCALE: NTS

6' REINFORCED CONCRETE CURB DETAIL

SCALE: NTS

BEAM REPLACEMENT DETAIL

SCALE: 3" = 1'-0"

12/15/21

40161800

ISSUED FOR CONSTRUCTION

ROOF JOIST REPAIR PLAN

CB

SK

A-101

TWO (2) NEW 1/2" X10" GALVANIZED

HEX BOLT W/ (2) WASHERS AND (1)

NUT EACH. USE EXISTING DRILLED

HOLES IN POSTS.

REPLACE DAMAGED DOUBLE

(2) 2x10 BEAM, PRESSURE

TREATED NO. 1 SOUTHERN

YELLOW PINE. BOARDS TO

BE SMOOTH TO LAY FLAT

AGAINST EACH OTHER

EXISTING 6X6 POST

NOTES:

1. ALL FASTENERS SHALL BE HOT DIP GALVANIZED.

2. CONTRACTOR TO SUPPORT ROOF DURING BEAM,

JOIST AND PURLIN REPLACEMENT.

3. DO NOT REUSE EXISTING MATERIALS. ALL

REPLACEMENT HARDWARE TO BE NEW.

4. ANY MATERIAL DAMAGED BY CONTRACTOR DURING

INSTALLATION SHALL BE REPLACED IN KIND WITH

NEW MATERIAL.

5. ALL WOOD FRAMING TO BE NAILED IN ACCORDANCE

WITH GEORGIA WOOD FRAMING CODE.

6. IN AREAS WHERE GRADE IS MORE THAN 4 FEET

LOWER THAN THE CONCRETE SURFACE, INSTALL

1-3/8" CHAIN LINK TOP RAIL OR

" COATED WIRE

CABLE AT 42" ABOVE WORKING SURFACE. CONNECT

TOP RAIL WITH WOOD TO STEEL POST ADAPTERS.

FOR CABLE INSTALLATION, DRILL

" HOLE IN POST

AND SECURE WITH CABLE TERMINALS AT END.

SECTION B

AREA OF DAMAGED ROOF

JOIST TO BE REPLACED

ROOF REPAIR PLAN VIEW

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

AREA OF DAMAGED ROOF

JOIST TO BE REPLACED

SECTION A

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

EXISTING METAL ROOFING

2X6 JOIST

EXISTING DIESEL TANK

EXISTING ROOF JOISTS

EXTERIOR FACE NORTH ELEVATION

24'-7"

14'-4"

A

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

1X2 PURLIN

(2) 2X10 BEAM

NEW (2) 2X10

BEAMS

- B

NEW (1) 1X2 PURLIN

NEW (3) 2X6 JOIST

(2) 2X10 BEAMS

6X6 POST

2X6 JOIST

6X6 POST

FALL

PROTECTION

SEE NOTE 6

1. CONTRACTOR TO REMOVE AND PROPERLY DRAIN AND

SALVAGED/SCRAPPED EXISTING DIESEL ENGINE

1. FIELD VERIFY EXACT LOCATIONS OF EXISTING EQUIPMENT.

2. FIELD COORDINATE WITH STRUCTURAL AND ELECTRICAL

DISCIPLINES PRIOR TO START OF WORK.

GENERAL NOTES

KEY NOTES

DEMOLITION PLAN

M.S.

S.W.

DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

REMOVE EXISTING ENGINE,

ASSOCIATED PARTS

AND FUEL PIPING

REMOVE EXISTING PUMP

12/15/21

40161800

ISSUED FOR CONSTRUCTION

EXISTING BELT DRIVE

SCALE: NTS

EXISTING BELT DRIVE TO BE REMOVED

EXISTING PUMP TO BE REMOVED

DIESEL ENGINE TO BE REMOVED

EXISTING FENCE WILL BE REMOVED BY CLIENT PRIOR TO CONSTRUCTION

REMOVE EXISTING ENGINE

EXHAUST AND MUFFLER

M-101

FEET 1/4"=1'-0"

METERS 1:48

0 21 3

2 3

Ø24" OD

1. EXHAUST TO BE WRAPPED IN HIGH-TEMP DIESEL EXHAUST

WRAP - HD INFERNO WRAP MANUFACTURED BY

HEATSHIELD PRODUCTS. PROVIDE EXHAUST FLEX

CONNECTOR AT ENGINE.

2. SEE DETAIL SHEET M-501

3. ROUTE PIPING FITTED WITH TAPERED FLOOR BUMPERS,

TO APPROPRIATE COORDINATING INLETS AND OUTLET.

1. FIELD VERIFY EXACT LOCATIONS OF EXISTING EQUIPMENT.

2. FIELD COORDINATE WITH STRUCTURAL, CIVIL AND

ELECTRICAL DISCIPLINES PRIOR TO START OF WORK.

3. EXISTING FUEL TANK TO BE RELOCATED TO ALLOW 36" OF

CLEARANCE FROM ALL OTHER EQUIPMENT AND FENCING

ENCLOSING EQUIPMENT.

4. FUEL LINES TO BE FITTED WITH A SIPHON PREVENTION

DEVICE

5. ALL CHAINS AND HARDWARE HOLDING BELL END OF THE

PUMP TO BE STAINLESS STEEL 316

6. ALL BOLTS TO BE PAINTED WITH ANTICORROSION PAINT

7. FUEL LINES TO BE BLACK IRON PIPE

8. COORDINATE WITH MANUFACTURER TO RELOCATE DEF

TANK AS SEEN ON THE PLAN DRAWING.

9. ENGINE TO BE FITTED WITH EMERGENCY STOP SWITCH

10. EXISTING FUEL TANK EXTERIOR TO BE REPAINTED AND

RELABELED

11. 1' FUEL PIPE FLEX CONNECTION TO BE ADDED TO SUPPLY

AND RETURN LINES IN AND OUT OF THE ENGINE. PIPE

CONNECTION TO BE SB2 STAINLESS DOUBLE BRAIDED

METAL HOSE BY HOSECRAFT USA.

12. SEE SPECIFICATION SECTION 32 31 13 FOR CHAIN LINK

FENCE DETAILS

13. SEE SHEET C-501 FOR CURB AND FENCE DETAILS

GENERAL NOTES

KEY NOTES

SIDE VIEW

SCALE: 1/4" = 1'-0"

MECHANICAL NEW WORK PLAN

M.S.

S.W.

M-102

MWI MODEL NW324X24 ANGLE PUMP

RATED 18,000 GPM @15' TDH

PLAN VIEW

SCALE: 1/4" = 1'-0"

12/15/21

40161800

ISSUED FOR CONSTRUCTION

DESIGN BASED ON JOHN DEERE DIESEL ENGINE

EPA RATED TIER FOUR,

MODEL 6068HFC08

RATED AT 2200 RPMS

REBUILT MWI MODEL NW324X24

ANGLE PUMP

RATED 18,000 GPM @15' TDH

DE'RAN M200P RIGHT ANGLE GEAR DRIVE

WITH 9" EXTENSION

ENGINE MUFFLER AND EXHAUST TO BE ROUTED

AWAY FROM WORK AREA AND SUPPORTED BY CEILING.

STRUCTURE AND EXHAUST INSULATED TO PROTECT WOOD FROM EXCESS HEAT

T.O.C 194.5' EXISTING CONCRETE PAD

FEET 1/4"=1'-0"

METERS 1:48

0 21 3

2 3

RELOCATED DEF TANK TO BE MOUNTED TO CONCRETE PAD

6" CONTAINMENT CURB

2'-7

8"

48" DRIVE SHAFT

6' CHAIN LINK FENCE TO

CONTAIN DRIVE SHAFT

RELOCATED FUEL TANK

W16 I-BEAM TO BE BOLTED TO CONCRETE

SKID MOUNTED DIESEL ENGINE TO BE BOLTED TO I-BEAM

3'-3

8"

" BLACK IRON RETURN FUEL LINE TO BE RUN OVERHEAD AS HIGH AS PRACTICAL

" BLACK IRON SUPPLY FUEL LINE SUPPLIED

WITH SEALCOATING SKU-SCRF-PR-1 INSTALLED OVER LINE TO PREVENT TRIPPING

ROTATIONAL DIRECTION.

LEGEND

W16 I-BEAM SUPPORT STRUCTURE

MECHANICAL DETAILS AND

SCHEDULES

M.S.

S.W.

12/15/21

40161800

ISSUED FOR CONSTRUCTION

DIESEL ENGINE SCHEDULE

TAG Model MANUFACTURER HP

FUEL INLET

TEMP(F)

FUEL SPECIFIC GRAVITY @

60F RATED TORQUE

DE-1 JOHN DEERE

6068HFC08 FLINT POWER 156 @ 2200 rpm 104 0.853 373 lb-ft

Notes:

1. Engine to rotate counter clockwise

REBUILT PUMP SCHEDULE

TAG Model MANUFACTURER

DESIGN

CAPACITY

(GPM)

DESIGN TDH (FT)

P-1 NW324X24 MWI PUMPS 18,000 15

Notes:

1. Pump to be rebuilt by manufacturer, MWI Pumps

2. Cordinate pump to engine rotation

PUMP DRIVE SCHEDULE

TAG MODEL MANUFACTURER WT(LBS) PUMP SPEED RATIO HP MIN HP MAX

PD-1 M200P DE'RAN GEAR

INC. 645 5:02 96 145

Notes:

1. Gear head to be customized with an additional 9" extension

2. Gear head to rotate counter clockwise

N.T.S.

FLOOR PIPE SUPPORT

M-501

FEET 1/4"=1'-0"

METERS 1:48

0 21 3

2 3

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

ENGINE SUPPORT

TOP OF EXISTING CONCRETE PAD

W16 I-BEAM ATTACHED TO CONCRETE PAD

DIESEL ENGINE MOUNTED TO SKID

ANCHOR BOLT (TYP.)

TAPERED FLOOR RAMP/BUMPER

USE SEALCOATING SKU-SCRF-PR-1

CUT TO LENGTH TO PREVENT TRIPPING

N.T.S.

MUFFLER INSULATION

EXHAUST

EXHAUST INSULATION

U-BOLT, SEE DETAIL 3

WOOD HEADER

INSULATION FOR WOOD HEADER

WOOD HEADER

STD. U-BOLT PIPE (TYP.)

N.T.S.

PIPE SUPPORT

N.T.S.

DISCHARGE PIPE OUTFALL

ATTACH TEMPORARY PRESSURE GAGE

NOTE: COMPLETE A PRESSURE

PRE-TEST MEASUREMENT BEFORE

REBUILD IS COMPLETE AND A

POST-TEST FOLLOWING THE PUMP

REBUILD.

WIRING DEVICES

G

G

SYMBOL DESCRIPTION

GROUNDING

SYMBOL DESCRIPTION

FIXTURES & COMPONENTS

SYMBOL DESCRIPTION

ELECTRICAL LEGEND

G

G

J J

JUNCTION BOX, SIZED PER NEC, CAST, WEATHERPROOF RATED.

DPST (DOUBLE POLE SINGLE THROW) LIGHT SWITCH, WEATHER PROOF, 120V, 15AMP.

#2/0 STRANDED BARE (COPPER OR ALUMINUM) WIRE.

ROUTED ABOVE GRADE.

WELDED CONNECTION. GROUND CONDUCTOR TO STEEL BY

EXOTHERMIC WELD. SEE TYPICAL DETAIL.

GROUND ROD; 1/2" X 8' TYPE

18" LIGHTNING PROTECTION AIR TERMINAL

CABLE TO CABLE CONNECTION WITH EXOTHERMIC WELD

EXPOSED CONDUIT

WALL MOUNTED LIGHT FIXTURE

SURFACE MOUNTED LIGHT FIXTURE

12/15/21

40161800

ISSUED FOR CONSTRUCTION

ELECTRICAL GENERAL NOTES, LEGEND

AND ABBREVIATIONS

SES

MAG

WALL MOUNTED SOLAR PANEL

WC

E-001

G

#2/0 STRANDED BARE COPPER GROUND GRID WIRE.

ROUTED 2'-6" BELOW FINISHED GRADE.

TOP OF CONCRETE

UNLESS NOTED OTHERWISE

RIGID GALVANIZED STEEL CONDUIT

FURNISHED BY OTHERS

FURNISHED WITH EQUIPMENT

CKT CIRCUIT

DIAMETER

EMPTY CONDUIT

DRAWING(S)DWG

EC

DIA

CATALOG

CONDUIT

AMPERES

ABOVE FINISHED FLOOR

AMERICAN WIRE GAUGE

BOTTOM OF STEEL

BOTTOM OF FIXTURE

ABOVE FINISHED GRADE

CAT

BOS

BOF

AWG

C

A, AMP

AFF

AFG

FBO

FWE

HP

H

GND

HORSEPOWER

GROUND

HEIGHT

EQUIP

EXIST

EE

EL

EQUIPMENT

EXISTING

ENERGY EFFICIENT

ELEVATION

NOT APPLICABLE

NATIONAL ELECTRIC CODE

RECEPT

REQD

N/A

NTS

RECEPTACLE

NOT TO SCALE

REQUIRED

ABBREVIATIONS

LTG

NEC

MTG

NF

MTD

JB

LIGHTING

MOUNTED

MOUNTING

NON FUSED

JUNCTION BOX

WP

W

WEATHERPROOF

WIDTH

UG

UNO

V

TYP

TOC

RM

RGS

VOLT(S)

TYPICAL

UNDERGROUND

ROOM

GROUND

ROD

STEEL

RETAINING

WALL

WC

3'

3'

GROUND

ROD

WC

GGGGG

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GROUND

GRID (TYP.)

G

G

FROM

SLAB

FROM

SLAB

SLAB

SLAB

F R

O M

S L A

B

COPPER WIRE

(TYP.)

G

G

5 6

G

1. PROVIDE AND INSTALL #2/0 STRANDED BARE COPPER GROUND

WIRE.

2. PROVIDE AND INSTALL 8' LONG x 1/2" DIAMETER GROUND ROD

-SEE DETAIL ON SHEET E-501. ERICO PART# 611380 OR EQUAL.

3. BOND AND GROUND EXISTING FENCE TO NEW GROUND GRID.

SEE FENCE GROUNDING DETAILS ON SHEET E-501.

4. PROVIDE AND INSTALL GROUND GRID AROUND CONCRETE

FOUNDATION AS SHOWN 2'-6" BELOW GRADE.

5. LIGHTNING PROTECTION DOWNCOMER CONTINUES ON SHEET

E-103.

6. PROVIDE AND INSTALL BI-METALLIC SPLICE TO JOIN ALUMINUM

LIGHTNING PROTECTION DOWNCOMER WITH COPPER GROUND

WIRE. ERICO PART# LPA598 OR EQUAL.

7. EXOTHERMICALLY WELD GROUNDING CONDUCTOR TO STEEL

RETAINING WALL -SEE DETAIL SHEET E-501.

KEY NOTES

12/15/21

40161800

ISSUED FOR CONSTRUCTION

GROUNDING

PLAN

SES

MAG

1. FIELD VERIFY EXACT LOCATIONS OF EXISTING EQUIPMENT.

2. FIELD COORDINATE WITH STRUCTURAL AND MECHANICAL

DISCIPLINES PRIOR TO START OF WORK.

GENERAL NOTES

GROUNDING PLAN

SCALE: 1/2" = 1'-0"

E-101

CENTIMETERS 1:24

FEET 1/2"=1'-0"

0 50

0 1 2 3 4

L2

L2

SOLAR PANEL

MOUNTED ON ROOF

L1

EL. 8'-0"

ENGINE

BATTERY

SOLAR PANEL

MOUNTED ON ROOF

MARINE

BATTERY

1 L2

L21

5'

FROM SLAB

F R

O

S

L A

B

F R

O

S

L A

B

5'

FROM SLAB

LIGHTING FIXTURE SCHEDULE

VOLTAGEMOUNTING

CEILING

& CATALOG NO.

MANUFACTURER

NOTES

12/15/21

40161800

ISSUED FOR CONSTRUCTION

ELECTRICAL POWER AND

LIGHTING PLAN

SES

MAG

12VDC

LITHONIA LIGHTING

CAT# VC150I M12

L2

L1

POWER AND LIGHTING PLAN

SCALE: 1/2" = 1'-0"

FIXTURE

TYPE

1. PROVIDE AND INSTALL 12VDC LIGHT FIXTURE AS NOTED -SEE LIGHTING FIXTURE

SCHEDULE. CONNECT TO SOLAR LIGHTING CIRCUIT WITH 2#12AWG -3/4"C VIA

LIGHTING CONTROL SWITCH SECONDARY -SEE KEY NOTE 6.

2. PROVIDE AND INSTALL 12VDC 100AH MARINE BATTERY AND RACK FOR SOLAR

LIGHTING POWER. RENOGY PART# RBT100GEL12-US; ION STORMPRO METAL STAND

PART# EM020156 -OR EQUALS.

3. NEW 12VDC ENGINE BATTERY PROVIDED BY ENGINE MANUFACTURER.

4. PROVIDE AND INSTALL SURFACE MOUNTED 50W SOLAR PANEL AND CHARGER

CONTROLLER KIT PER MANUFACTURER'S INSTRUCTIONS. PROVIDE ADDITIONAL

WIRING AS REQUIRED TO INSTALL DESIGN SHOWN. ROUTE ALL WIRING IN 3/4"

CONDUIT. RENOGY PART# RKIT50DST-US OR EQUAL.

5. PROVIDE AND INSTALL WIRE MESH AROUND SOLAR PANEL TO PREVENT BIRDS FROM

NESTING BETWEEN ROOF AND SOLAR PANEL. BIRD-B-GONE PART# SLRMESH-100 OR

EQUAL.

6. FOR LIGHTING CONTROL, PROVIDE AND INSTALL 20A DPST (DOUBLE POLE SINGLE

THROW) SWITCH IN A WEATHERPROOF BOX AT +48" ABOVE GRADE ON WOOD POLE AS

SHOWN. CONNECT SWITCH PRIMARY TO +VDC AND -VDC BATTERY POSTS WITH

2#12AWG -3/4"C.

7. FOR SOLAR PANEL DISCONNECT, PROVIDE AND INSTALL 20A DPST (DOUBLE POLE

SINGLE THROW) SWITCH IN A WEATHERPROOF BOX AT +48" ABOVE GRADE ON WOOD

POLE AS SHOWN. CONNECT SWITCH SECONDARY TO +VDC AND -VDC BATTERY

POSTS WITH 2#12AWG -3/4"C. COORDINATE WIRING FROM SWITCH PRIMARY TO

SOLAR PANEL WITH MANUFACTURER WIRING INSTRUCTIONS.

8. LIGHTING CONTROL SWITCH TO BE LOCATED AT THE EXTERIOR OF PUMP SHED.

REWORK FENCE AT POLE AS REQUIRED TO MAKE WEATHERPROOF BOX AND

LIGHTING CONTROL SWITCH ACCESSIBLE FROM SHED ENTRANCE.

9. PROVIDE 15A FUSE INLINE WITH +VDC WIRE BETWEEN BATTERY AND SOLAR

CHARGER. PLACE FUSE HOLDER AS CLOSE TO +VDC BATTERY POST AS POSSIBLE.

RENOGY PART RNG-CNCT-FUSE15-US. PROVIDE WITH 2 SPARE 15A FUSES PER

BATTERY.

KEY NOTES

1. FIELD VERIFY EXACT LOCATIONS OF EXISTING EQUIPMENT.

2. FIELD COORDINATE WITH STRUCTURAL AND MECHANICAL

DISCIPLINES PRIOR TO START OF WORK.

GENERAL NOTES

E-102

12VDC

WALL

MOUNTED

DESCRIPTION

PROVIDE WITH 12VDC "LARSON ELECTRIC"

ROUGH SERVICE LED BULB, 10 WATT, 3000K, E26 BASE

CAT# LED-A19-10-E26-1224-30K-12VDC

PROVIDE WITH 12VDC "LARSON ELECTRIC"

ROUGH SERVICE LED BULB, 10 WATT, 3000K, E26 BASE

CAT# LED-A19-10-E26-1224-30K-12VDC

LITHONIA LIGHTING

CAT# VW150I M12

UTILITY VAPOR TIGHT

ALUMINUM FIXTURE WITH GRAY

FINISH AND PRISMATIC GLOBE.

WET LOCATION

UTILITY VAPOR TIGHT

ALUMINUM FIXTURE WITH GRAY

FINISH AND PRISMATIC GLOBE.

WET LOCATION

CENTIMETERS 1:24

FEET 1/2"=1'-0"

0 50

0 1 2 3 4

G

G

1'

1'

GG G

G GG G

G

G

G

G

G

G

G

G

PURLIN

(TYP.)

ROOF LINE

FROM

ROOF

FROM

ROOF

G

G

ALUMINUM WIRE

(TYP.)

G

G

G

G

TYP.

TYP.

12/15/21

40161800

ISSUED FOR CONSTRUCTION

LIGHTNING PROTECTION

ROOF PLAN

SES

MAG

1. FIELD VERIFY EXACT LOCATIONS OF EXISTING EQUIPMENT.

2. FIELD COORDINATE WITH STRUCTURAL AND MECHANICAL

DISCIPLINES PRIOR TO START OF WORK.

3. ALL LIGHTNING PROTECTION PRODUCTS, INCLUDING

GROUND WIRE SHOWN ON ROOF, SHALL BE ALUMINUM TO

PREVENT CORROSION WITH EXISTING GALVANIZED STEEL

ROOF SHINGLES.

4. USE 1/4" X 3" GASKETED STAINLESS STEEL HEX BOLTS AND

SILICON SEALANT AT ALL ROOF PENETRATIONS.

GENERAL NOTES

LIGHTNING PROTECTION PLAN (ROOF)

SCALE: 1/2" = 1'-0"

1. PROVIDE AND INSTALL #2/0, 19-STRAND, BARE ALUMINUM WIRE.

2. PROVIDE AND INSTALL 18" HEIGHT x 1/2" DIAMETER BLUNT

TYPE ALUMINUM LIGHTNING PROTECTION AIR TERMINAL WITH

ALUMINUM BASE ON ROOF. MOUNT BASE WITH SS HEX BOLT

AND SEALANT. ERICO PART# LPA224ST & LPA30212 OR

EQUALS.

3. LIGHTNING PROTECTION DOWNCOMER CONTINUES DOWN TO

GROUND GRID AS SHOWN ON SHEET E-101.

4. INSTALL ALUMINUM WIRE AND AIR TERMINALS CENTERED ON

PURLIN AT OUTER PERIMETER OF ROOF. ANCHOR WIRE WITH

ALUMINUM WIRE CLIPS ALONG PURLIN AT 3' MAX SPACING.

MOUNT CLIPS WITH SS HEX BOLT AND SEALANT.

5. PROVIDE AND INSTALL ALUMINUM WIRE CLIPS AT EACH PURLIN

INTERSECTION. MOUNT CLIPS WITH SS HEX BOLT AND

SEALANT.

KEY NOTES

E-103

CENTIMETERS 1:24

FEET 1/2"=1'-0"

0 50

0 1 2 3 4

SCALE: N.T.S.

FENCE GROUNDING

12/15/21

40161800

ISSUED FOR CONSTRUCTION

ELECTRICAL DETAILS

SES

MAG

ELEVATION AT

INTERMEDIATE

POST

ELEVATION AT

GATE POST

TO GROUND GRID

2'-6" MIN. BELOW GRADE

CONCRETE

ENCASEMENT

#2/0 BARE STRANDED

COPPER

BURNDY CONNECTOR

TYPE GK

BURNDY TYPE

B4D12 FLEXIBLE

COPPER BRAID

BURNDY CONNECTOR

TYPE GD

#2/0 BARE STRANDED

COPPER

BURNDY CONNECTOR

TYPE GAR U-BOLTS

SHALL PASS AROUND

POST AND GRIP ONE

OR MORE FENCE

STRANDS

BURNDY

CONNECTOR TYPE

GAR

BURNDY CONNECTOR

TYPE KS

GROUNDING NOTES

1. THE GROUNDING GRID SHALL CONSIST OF SOFT OR MEDIUM

DRAWN BARE #2/0 STRANDED COPPER CABLE.

2. DIRECT BURIED GROUNDING CABLE SHALL BE A MINIMUM OF

2'-6" BELOW FINISHED GRADE. BURIED CONDUCTORS SHALL BE

"LAID SLACK" IN THE TRENCH TO REDUCE BREAKAGE BY

FUTURE DIG-INS.

3. CABLE TO CABLE AND CABLE TO GROUND ROD CONNECTIONS

SHALL BE BY EXOTHERMIC WELD.

4. EQUIPMENT GROUNDING CONNECTIONS SHALL BE MADE WITH

SOLDERLESS MECHANICAL OR COMPRESSION LUGS AND

SHALL BE ACCESSIBLE.

6. THE PART NUMBERS SHOWN ON THIS DRAWING ARE FOR THE

PURPOSE OF SHOWING DESIGN INTENT ONLY. THE USE OF

COMPONENTS OF EQUAL QUALITY IS ACCEPTABLE.

5. BOND ALL EXISTING FENCE MESH, POSTS, AND GATES USING

BARE #2/0 STRANDED COPPER WIRE AROUND WOODEN POLES,

CORNERS, AND ALL SEPARATIONS.

M I N

GROUND GRADE

SEE PLAN

DWG. FOR

GROUND

CABLE SIZE

AND

LOCATION

CABLE TO

GROUND ROD

THERMAL

WELD

CADWELD

TYPE GT

STEEL PLATE 1/4" X 2"

LENGTH REQ'D WELDED

TO METAL RETAINING

WALL AT (2) CONNECTION

POINTS.

#2/0 CU. GROUND WIRE TO

LIGHTNING PROTECTION

DOWNCOMER.

COMPRESSION LUG GROUNDING

CONNECTION (2-STAINLESS

STEEL BOLTS)

SCALE: N.T.S.

GROUND ROD

SCALE: N.T.S.

RETAINING WALL GROUNDING

RETAINING

WALL

SCALE: N.T.S.

FENCE GROUNDING AT WOOD POLE

ELEVATION AT

WOOD POST

TO GROUND GRID

2'-6" MIN. BELOW GRADE

#2/0 BARE STRANDED

COPPER

BURNDY

CONNECTOR TYPE

GAR

BURNDY CONNECTOR

TYPE KS

1/2" X 8'-0"

COPPERCLAD

STEEL

GROUND ROD

#2/0 BARE STRANDED

COPPER

BURNDY CONNECTOR

TYPE KS

E-501