W912HN-21-B-3003_DRAWINGS_VOL1_AMD3.pdf

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®of Engineers

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31-MAR-2021 13:05

C:\Users\k6enxjlh\Desktop\Projects\ProjectWise_Projects\Gor0409\08_AMD3\PDF\Volume 1 (SITE)\gjdgi001ix.dgn

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G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GC001 LOCATION & VICINITY MAPS

GC002 LIMITS OF CONSTRUCTION

GC003 GENERAL CIVIL NOTES

GC004 CIVIL LEGEND AND ABBREVIATIONS

VF101 OVERALL EXISTING CONDITIONS

VF102 EXISTING CONDITIONS 'A'

VF103 EXISTING CONDITIONS 'B'

VF104 EXISTING CONDITIONS 'C'

VF105 EXISTING CONDITIONS 'D'

VF106 EXISTING CONDITIONS 'E'

B-001 SOIL CLASSIFICATION CHART AND NOTES

B-100 BORING LOCATION PLAN

B-300 SOIL TEST BORING LOGS

B-301 SOIL TEST BORING LOGS

B-302 SOIL TEST BORING LOGS

B-303 SOIL TEST BORING LOGS

B-304 SOIL TEST BORING LOGS

B-305 SOIL TEST BORING LOGS

B-306 SOIL TEST BORING LOGS

B-307 LABORATORY SOIL TEST DATA

B-308 LABORATORY SOIL TEST DATA

B-309 LABORATORY SOIL TEST DATA

B-310 CONE PENETRATION TEST LOGS

B-311 FLAT PLATE DILATOMETER LOGS

B-312 FLAT PLATE DILATOMETER LOGS

B-313 FLAT PLATE DILATOMETER LOGS

B-314 FLAT PLATE DILATOMETER LOGS

CD101 OVERALL DEMOLITION PLAN

CD102 DEMOLITION PLAN 'A'

CD103 DEMOLITION PLAN 'B'

CD104 DEMOLITION PLAN 'C'

CD105 DEMOLITION PLAN 'D'

CD106 DEMOLITION PLAN 'E'

CS101 OVERALL SITE PLAN

CS102 SITE PLAN 'A'

CS103 SITE PLAN 'B'

CS104 SITE PLAN 'C'

CS105 SITE PLAN 'D'

CS106 SITE PLAN 'E'

CS201 ROAD CENTERLINE PROFILE

CS501 SITE DETAILS 1

CS502 SITE DETAILS 2

CS503 SITE DETAILS 3

CS504 SITE DETAILS 4

CG101 OVERALL GRADING AND DRAINAGE PLAN

CG102 GRADING AND DRAINAGE PLAN 'A'

CG103 GRADING AND DRAINAGE PLAN 'B'

CG104 GRADING AND DRAINAGE PLAN 'C'

CG105 GRADING AND DRAINAGE PLAN 'D'

CG106 GRADING AND DRAINAGE PLAN 'E'

CG201 STORM SEWER PROFILES 1

CG202 STORM SEWER PROFILES 2

CG501 GRADING AND DRAINAGE DETAILS 1

CG502 GRADING AND DRAINAGE DETAILS 2

CG503 GRADING AND DRAINAGE DETAILS 3

CG504 GRADING AND DRAINAGE DETAILS 4

CP101 OVERALL PAVEMENT PLAN

CP102 PAVEMENT PLAN 'A'

CP103 PAVEMENT PLAN 'B'

CP104 PAVEMENT PLAN 'C'

CP105 PAVEMENT PLAN 'D'

CP106 PAVEMENT PLAN 'E'

CP501 PAVEMENT DETAILS 1

CU101 OVERALL UTILITY PLAN

CU102 UTILITY PLAN 'A'

CU103 UTILITY PLAN 'B'

CU104 UTILITY PLAN 'C'

CU105 UTILITY PLAN 'D'

CU106 UTILITY PLAN 'E'

CE001 COVER

CE002 PROJECT DESCRIPTION

CE003 CHECKLIST

CE004 RECORD KEEPING AND INSPECTION NOTES

CE005 WATER SAMPLING REQUIREMENTS

CE006 GENERAL NOTES

CE007 QUADRANGLE MAP

CE101 OVERALL INITIAL PHASE PLAN

CE102 INITIAL PHASE PLAN 'A'

CE103 INITIAL PHASE PLAN 'B'

CE104 INITIAL PHASE PLAN 'C'

CE105 INITIAL PHASE PLAN 'D'

CE106 INITIAL PHASE PLAN 'E'

CE107 INTERMEDIATE PHASE PLAN 'A'

CE108 INTERMEDIATE PHASE PLAN 'B'

CE109 INTERMEDIATE PHASE PLAN 'C'

CE110 INTERMEDIATE PHASE PLAN 'D'

CE111 INTERMEDIATE PHASE PLAN 'E'

CE112 FINAL PHASE PLAN 'A'

CE113 FINAL PHASE PLAN 'B'

CE114 FINAL PHASE PLAN 'C'

CE115 FINAL PHASE PLAN 'D'

CE116 FINAL PHASE PLAN 'E'

CE501 LEGEND & DETAILS

CE502 DETAILS

CE503 DETAILS

CE504 SEED & SOD SCHEDULE

CE505 DETAILS

CE506 DETAILS

CE507 DETAILS

CE508 DETAILS

LD001 LANDSCAPE DEMOLITION LEGEND & NOTES

LD101 OVERALL LANDSCAPE DEMOLITION PLAN

LD102 LANDSCAPE DEMOLITION PLAN 'A'

LD103 LANDSCAPE DEMOLITION PLAN 'B'

LD104 LANDSCAPE DEMOLITION PLAN 'C'

LD105 LANDSCAPE DEMOLITION PLAN 'D'

LD106 LANDSCAPE DEMOLITION PLAN 'E'

LP101 OVERALL LANDSCAPE PLANTING PLAN

LP102 LANDSCAPE PLANTING PLAN 'A'

LP103 LANDSCAPE PLANTING PLAN 'B'

LP104 LANDSCAPE PLANTING PLAN 'C'

LP105 LANDSCAPE PLANTING PLAN 'D'

LP106 LANDSCAPE PLANTING PLAN 'E'

LP501 LANDSCAPE PLANTING PLAN DETAILS

LI001 LANDSCAPE IRRIGATION LEGEND & NOTES

LI101 OVERALL LANDSCAPE IRRIGATION PLAN

LI102 LANDSCAPE IRRIGATION PLAN 'A'

LI103 LANDSCAPE IRRIGATION PLAN 'B'

LI104 LANDSCAPE IRRIGATION PLAN 'C'

LI105 LANDSCAPE IRRIGATION PLAN 'D'

LI106 LANDSCAPE IRRIGATION PLAN 'E'

LI201 IRRIGATION SLEEVING PLAN

LI501 IRRIGATION DETAILS

LI502 IRRIGATION DETAILS

LI503 IRRIGATION DETAILS

MS001 MECHANICAL SITE NOTES AND LEGEND

MS101 MECHANICAL SITE LAYOUT

MS501 MECHANICAL SITE DETAILS

ES001 SITE ELECTRICAL & COMMUNICATIONS - LEGEND & GENERAL NOTES

ES101 SITE ELECTRICAL & COMMUNICATIONS PLAN - EXISTING & DEMOLITION PLAN A

ES102 SITE ELECTRICAL & COMMUNICATIONS PLAN - EXISTING & DEMOLITION PLAN B

ES103 SITE ELECTRICAL & LIGHTING PLAN - NEW WORK PLAN A

ES104 SITE ELECTRICAL & LIGHTING PLAN - NEW WORK PLAN B

ES105 SITE COMMUNICATIONS PLAN - NEW WORK PLAN A

ES105A SITE COMMUNICATIONS PLAN NEW W ORK -PLAN "B"

ES106 SITE COMMUNICATIONS PLAN - NEW WORK PLAN C

ES501 SITE COMMUNICATIONS DETAILS

ES502 SITE ELECTRICAL DETAILS

ES601 SITE COMMUNICATIONS ONE-LINE DIAGRAM

ES602 SITE ELECTRICAL ONE-LINE DIAGRAM

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DEMOLITION AND REMOVAL NOTES:

1. INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

PERFORMING ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

2. TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL

SHALL BE SPREAD 8 INCHES THICK ON AREAS IDENTIFIED TO BE GRASSED OR

LANDSCAPED. TOPSOIL MAY NOT BE PILED HIGHER THAN 5 FT IF STOCKPILED

ON SITE. CONTRACTOR SHALL TEST THE TOPSOIL FOR SUITABILITY OF THE

ESTABLISHMENT OF THE SPECIFIED TURF AND LANDSCAPING. APPROVED

SOIL AMENDMENTS SHALL BE ADDED TO MAINTAIN SOIL SUITABILITY.

3. PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF

REMOVAL TO PROVIDE A SMOOTH TIE IN OF NEW PAVEMENT. SEE BORING

LOGS FOR DEPTH OF PAVEMENT. ALL PAVEMENT DEMOLISHED SHALL BE

REMOVED. DEMOLISHED PAVEMENT CANNOT BE REUSED AS BASE COURSE

MATERIAL.

4. SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT

THE NEAREST JOINT TO PROVIDE A SMOOTH TIE IN OF NEW SIDEWALKS, CURB

AND GUTTER. SAW CUT EDGES ARE TO BE PROTECTED BY THE CONTRACTOR.

DAMAGED EDGES SHALL BE RE-SAWED TO PROVIDE ONE UNIFORM EDGE, AND

THE ADDITIONAL COST SHALL BE BORNE BY THE CONTRACTOR.

5. THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLAN SHEETS. THE

LIMITS OF CONSTRUCTION AS SHOWN SHALL BE NOT BE ADJUSTED WITHOUT

PRIOR APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

6. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE

INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE COR.

7. BACKFILL OF THE EXCAVATED AREAS SHALL BE AS SPECIFIED IN

SPECIFICATION SECTION 31 00 00, 'EARTHWORK'.

8. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TRAFFIC

CONTROL NEAR THE CONSTRUCTION AREA.

CONTRACTOR STAGING AREA:

1. CONTRACTOR SHALL COORDINATE WITH THE SITE CONTRACTING OFFICER A

CONSTRUCTION LAYDOWN AREA LOCATION WITHIN THE CONSTRUCTION

LIMITS FOR THE STORAGE OF EQUIPMENT AND MATERIALS DURING

CONSTRUCTION. THIS AREA SHALL MEET ALL GEORGIA EROSION & SEDIMENT

CONTROL REQUIREMENTS FOR EQUIPMENT AND MATERIAL STORAGE. SEE

MATERIAL AND WASTE STORAGE NOTES ON CE006.

WATER QUALITY BMP STANDARD NOTES:

1. ALL PROPOSED BMP'S SHALL HAVE ACCOMPANYING DRAWINGS, DESIGN

CALCULATIONS, AND ANY OTHER NECESSARY INFORMATION.

2. ALL PROPOSED BMP'S SHALL BE INSTALLED AS DIRECTED BY THE DESIGN

DRAWINGS. THE USE OF PROPER MATERIALS, TECHNIQUE, AND TIMING ARE

CRUCIAL FOR A BMP TO PERFORM AS EXPECTED AND DESIGNED.

3. ALL PROPOSED BMP'S SHALL BE MAINTAINED AS DIRECTED BY THE DESIGN

DRAWINGS. ALL POST CONSTRUCTION MAINTENANCE REQUIREMENTS WILL

BE CONDUCTED BY FORT GORDON. FORT GORDON EXPECTS THAT ALL BMP'S

WILL BE PERFORMING AS DESIGNED PRIOR TO TAKING RESPONSIBILITY FOR

SAID BMP'S.

GRADING AND STORM DRAINAGE NOTES:

1. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA

IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL

BE CONTINUALLY AND EFFECTIVELY DRAINED DURING ALL PHASES OF

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DE-WATERING AS

REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE

DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE

FOOTINGS ARE IN PLACE AND BACKFILLED. DE-WATERING OF ANY SURFACE

WATER, GROUND WATER TABLE, AND OR ANY PERCHED WATER CONDITION

WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL BE

ACCOMPLISHED BY ANY ACCEPTABLE MEANS AS APPROVED BY THE

CONTRACTING OFFICER. SEE PARAGRAPHS ON DRAINAGE AND DE-WATERING

OF SPECIFICATION SECTION 31 00 00, EARTHWORK FOR ADDITIONAL

REQUIREMENTS. ALL DE-WATERING EFFLUENT SHALL BE PUMPED THROUGH

A SILT BAG AND INTO A SEDIMENT BASIN, BEFORE LEAVING SITE.

2. IT IS ANTICIPATED THAT SATISFACTORY DE-WATERING TO PERMIT THE

REQUIRED CONSTRUCTION CAN BE ACCOMPLISHED BY THE USE OF FRENCH

DRAINS, DITCHES, TRENCHES, AND PUMPING FROM FILTERED SUMPS. THE

CONTRACTOR SHALL PERFORM WHICHEVER MEASURES THAT ARE

NECESSARY SUCH THAT ALL REQUIRED WORK IS PERFORMED IN

ACCORDANCE WITH THE CONTRACT DRAWINGS AND THE SPECIFICATIONS.

3. ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1

VERTICAL UNLESS NOTED OTHERWISE ON THE DRAWINGS.

4. SEE FINAL EROSION CONTROL SHEETS AND GRASSING SPECIFICATION FOR

PERMANENT GRASSING ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR

STEEPER.

5. ALL STORM PIPES LOCATED UNDER PAVEMENT TO HAVE WATERTIGHT JOINTS.

6. ALL EXISTING MANHOLES SHOWN TO REMAIN SHALL BE RAISED OR LOWERED

TO MATCH THE NEW FINISHED GRADES UNLESS NOTED OTHERWISE ON THESE

PLAN SHEETS.

7. THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH

OTHER UTILITIES TO BE INSTALLED. WHERE EARTHWORK CUT IS TO BE

ACCOMPLISHED, ALL NEW UTILITIES SHALL BE CONSTRUCTED WITH THE

REQUIRED COVER AND COORDINATION WITH PRIVATIZED UTILITIES OF OTHER

DISCIPLINES.

8. THE CONTRACTOR SHALL GROUT SEAL EXISTING STORM DRAINAGE

STRUCTURES AT THE LOCATIONS WHERE NEW STORM DRAINAGE PIPES TIE

TO THESE STRUCTURES.

9. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATION OF

UNDERGROUND DRAINAGE AND UTILITIES PRIOR TO CONSTRUCTION.

10. FINISHED FLOOR ELEVATIONS ARE SHOWN ON THE DRAWINGS.

11. CONTRACTOR IS TO PROVIDE SUPPORT AND PROTECTION OF EXISTING

UTILITY LINES SUCH AS WATER, SEWER, ETC. DURING CONSTRUCTION.

12. CONTRACTOR SHALL CONTACT GEORGIA 811 PRIOR TO EXCAVATION

OPERATIONS.

UTILITY NOTES:

1. THE CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES

FOR ANY WORK TO BE COMPLETED WITH REGARDS TO SITE ELECTRICAL,

NATURAL GAS, DOMESTIC WATER, FIRE WATER, AND SANITARY SEWER

UTILITIES. SERVICE DISRUPTIONS MUST BE COORDINATED WITH THE UTILITY

PROVIDERS THROUGH THE CONTRACTING OFFICER REPRESENTATIVE.

2. SEE MECHANICAL / PLUMBING SHEETS FOR CONTINUATION OF NATURAL GAS,

DOMESTIC WATER, FIRE WATER, AND SANITARY SEWER SERVICES INTO THE

BUILDINGS.

3. SEE ELECTRICAL / COMMUNICATIONS SHEETS FOR CONTINUATION OF

ELECTRICAL AND COMMUNICATIONS SERVICES INTO THE BUILDINGS.

4. AUGUSTA UTILITIES DEPARTMENT IS RESPONSIBLE FOR DEMOLISHING,

DESIGNING, CONSTRUCTING, AND MAINTAINING SITE SANITARY SEWER,

DOMESTIC WATER, AND FIRE SERVICE.

5. ATLANTA GAS LIGHT IS RESPONSIBLE FOR DEMOLISHING, DESIGNING,

CONSTRUCTING, AND MAINTAINING SITE NATURAL GAS SERVICE.

6. GEORGIA POWER IS RESPONSIBLE FOR DEMOLISHING, DESIGNING,

CONSTRUCTING, AND MAINTAINING SITE ELECTRICAL.

UTILITY PROVIDERS:

1. DEPARTMENT OF PUBLIC WORKS (DPW): KEITH SCOTT (706) 791-8799

2. AUGUSTA UTILITY DEPARTMENT (AUD): STANLEY AYE (706) 826-4788

3. ATLANTA GAS LIGHT: TOBY CHANDLER (404) 357-8239

4. GEORGIA POWER: CHRIS DODGEN (706) 831-0281

BID OPTIONS:

THIS PROJECT HAS FOUR BID OPTIONS THAT CAN BE OMITTED FROM THE FINAL

DESIGN IF NECESSARY. ALL FOUR BID OPTIONS ARE INDEPENDENT OF EACH

OTHER AND CAN BE OMITTED AND/OR INCLUDED INDIVIDUALLY. EACH BID

OPTION HAS SEVERAL SITE RELATED ITEMS TIED TO THEM THAT CAN ALSO BE

REMOVED FROM THE DESIGN.

1. BID OPTION 1 - BATTALION HEADQUARTERS BUILDING

1.1. SIDEWALKS LEADING TO THE BUILDING

1.2. CONCRETE DRIVE TO THE MECHANICAL ROOM

1.3. CONCRETE EMERGENCY ACCESS DRIVE RUNNING NORTH-SOUTH, ON

THE WEST SIDE OF THE BUILDING

1.4. CONCRETE PAD FOR TRANSFORMER.

1.5. ALL UTILITIES TO THE BUILDING TO INCLUDE BUT NOT LIMITED TO

WATER, SANITARY SEWER, GAS, GROUND SOURCE HEAT TRANSFER

SYSTEM, COMMUNICATIONS, ELECTRIC, AND FIRE PROTECTION

1.6. CONCRETE SPLASH BLOCKS

1.7. THE TWO STORMWATER BIO-SWALES ADJACENT TO THE BUILDING

1.8. STORMWATER PIPES AND STRUCTURES CONNECTING THE TWO

BIO-SWALES TO THE EXISTING STORMWATER PIPES

1.9. THE 34-SPACE PARKING LOT, TO THE NORTH, AND THE MODIFICATIONS

TO THE EXISTING PARKING LOT

1.10. ANY DEMOLITION PROPOSED IN THESE AREAS, TO ALLOW FOR THE

CONSTRUCTION OF THE BATTALION HQ AND SUPPORTING

INFRASTRUCTURE

2. BID OPTION 2 - TWO PHYSICAL FITNESS AREAS

2.1. ALL COMPONNED OF THE PHYSICAL FITNESS AREAS SHOWN IN THE

DETAIL ON CS503.

3. BID OPTION 3 - THE EXPANSION OF THE RUNNING TRACK

3.1. THE CHANGES PROPOSED TO THE SITE LIGHTING AROUND THE

RUNNING TRACK

4. BID OPTION 4 - KILBORNE STREET EXTENSION

4.1. THE SINGLE STORMWATER BIO-SWALE ADJACENT TO THE ROAD

4.2. STORMWATER PIPES AND STRUCTURES CONVEYING STORMWATER

UNDER THE ROAD AND CONNECTING THE BIO-SWALE TO THE EXISTING

STORMWATER PIPES

4.3. THE ADDITIONAL TRAFFIC SIGNAL AT CHAMBERLAIN AND KILBORNE

INTERSECTION, AND THE REPROGRAMMING OF THE TRAFFIC SIGNALS

4.4. ANY DEMOLITION PROPOSED IN THIS AREA, TO ALLOW FOR THE

CONSTRUCTION OF THE ROAD AND SUPPORTING INFRASTRUCTURE

5. IF BID OPTIONS 1 AND/OR 2 ARE EXCLUDED FROM THE CONSTRUCTION, THE

CONTRACTOR WILL LIMIT GRADING, IN THESE AREAS, TO ONLY WHAT IS

NECESSARY TO MAINTAIN SLOPES BETWEEN 1% AND 2% TO THE NEAREST

STORM INLET.

6. IF BID OPTIONS 3 AND/OR 4 ARE EXCLUDED FROM THE CONSTRUCTION,

THERE WILL BE VIRTUALLY NO CHANGE TO THE EXISTING CONDITIONS IN

THESE AREAS, OTHER THAN THE ADDITION OF THE TWO SIDEWALKS

CONNECTING TO THE RUNNING TRACK.

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NOTES

1. SEE SHEETS GC003 & GC004 FOR GENERAL CIVIL NOTES, LEGEND,

AND ABBREVIATIONS.

2. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK.

3. CURB & GUTTER SHALL BE 24" WIDE.

4. ALL DIMENSIONS ALONG CURB & GUTTER ARE MEASURED TO FACE

OF CURB.

5. BOTH DOUBLE SWING GATES IN TEMPORARY CONSTRUCTION

FENCING WILL ALIGN WITH CONSTRUCTION ENTRANCES ON ES&PC

PLANS.

6. SEE CS500 SERIES SHEETS FOR SITE DETAILS.

7. SEE SHEET GC003 FOR DESCRIPTIONS OF BID OPTIONS

8. THE TRAFFIC SIGNAL WORK, AS PART OF BID OPTION 4, WILL

REQUIRE A ROAD IMPACT/ROUTING PLAN, TO BE COMPLETED BY

THE CONTRACTOR. THE INSTALLATION SHALL APPROVE THE PLAN

AT LEAST TWO WEEKS IN ADVANCE OF THE ROAD IMPACT.

BID OPTION 1

BID OPTION 3

BID OPTION 4

BID OPTION 2

BID OPTION 2

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1.2' WIDE

CONC. WALL

6" DIA. CONC.

BOLLARD

6" DIA. CONC.

BOLLARD

6" DIA. CONC.

BOLLARD

6" DIA. CONC.

BOLLARD

BIKE

RACK

GROUND

ROD

GATE

STOP

SIGN

INFORMATIONAL

SIGN

CURVE

SIGN

CURVE

SIGN

STOP

SIGN

25 MPH

SIGN

PULL UP

BARS

MULCHED

PLAY AREA

NORTH HOSPITAL RD.

STOP BAR

C E

N T

R A

L

H

O S

P I T

A L

R

D

STOP LIGHT BAR

BUILDING

FFE=469.18

26'

26'

6'

18.5'

18.5'

20'

ADA COMPLIANT

HANDICAP RAMP WITH

DETECTABLE WARNINGS

CONVERT 5 STANDARD SPACES

TO 3 HANDICAP SPACES

COVERED

CONCRETE STOOP

26'

33'

N: 1247105.7080

E: 666441.9419

N: 1247130.7835

E: 666352.0203

N: 1247271.1118

E: 666491.6790

R

2'

2' WIDTH

STD. DUTY ASPHALT

REPLACEMENT

6' PRECAST CONCRETE

CAR WHEEL STOP (TYP.)

HANDICAP PARKING

SIGN (TYP.)

N: 1247458.6189

E: 666484.2249

N: 1247424.0896

E: 666494.2859

N: 1247456.5919

E: 666572.9089

N: 1247232.8260

E: 666568.1392

N: 1247234.6635

E: 666478.6426

N: 1247260.9544

E: 666405.9833

N: 1247240.3136

E: 666373.8202

N: 1247173.6048

E: 666302.2397

ADA COMPLIANT

HANDICAP RAMP WITH

DETECTABLE WARNINGS

R

R

R

R

R

R

BATTALION

HEADQUARTERS BUILDING

(BID OPTION 1)

SEE NOTE #7 ON CS101

UNOBSTRUCTED

SPACE

E M

E R

G E

N C

Y

V

E H

I C

L

C

E S

S

R

O A

D

PARKING LOT

34 SPACES

STANDARD DUTY ASPHALT

R

R

6' PRECAST CONCRETE

CAR WHEEL STOP (TYP.)

2.0'

2.0'

4" PAVEMENT

STRIPES (TYP)

N: 1247131.4397

E: 666312.0257

REPLACE THIS SECTION OF CONCRETE

PAVEMENT ONLY IF IT HAS TO BE REMOVED FOR

THE DEMOLITION OF THE ELECTRICAL LINE

SEE SHEET ES101

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A

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M

A R

T I N

T

M

A R

T I N

M

K

O L A

S I N

S

MATCHLINE: CS104

KEY PLAN

B C

A

D E

SCALE: 1" = 30'

30' 60'0'

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

M

A R

25 MPH

SIGN

STOP

SIGN

X WALK

SIGN

UG FM

SIGN

TAX CENTER

SIGN

ONE WAY

SIGN

RUBBER MAT

ON CINC. PATH

6" PVC STUB OUT

LABLED - M1

STOP LIGHT POLE

CHAMBERLAIN AVE

STOP LIGHT POLE

RUBBER MAT

ON CINC. PATH

N: 1245977.9357

E: 665726.8247

N: 1245977.1525

E: 665761.8160

N: 1245978.7795

E: 665665.8283

N: 1245977.9964

E: 665700.8196

26'

ROAD CENTERLINE

SOLID DOUBLE YELLOW

MARKINGS

STOP BAR

MARKING

26'

R

CONCRETE VALLEY GUTTER WITH FILLETS

FEATHER CURB

ADD TRAFFIC SIGNAL TO EXISTING POLE.

DESIGN AND INSTALL TO BE COMPLETED

BY CONTRACTOR. SEE NOTE #8 ON CS101.

ROAD CENTERLINE START

N: 1246390.3043

E: 665723.0512

ROAD CENTERLINE END

N: 1245939.1518

E: 665712.9534

N: 1245943.8724

E: 665659.7833

DO NOT ENTER SIGN

(R5-1)

STOP BAR

MARKING

N: 1245942.0510

E: 665766.7585

K I L B

O R

R

E E

T

B

T

I O

N

T

E

O

N

C

S

H E

A V

Y

D

U T

Y

A

S P

H A

L T

TWO ONE WAY SIGNS (R6-1)

SIGNS FACING NORTH AND SOUTH

BOTH ARROWS POINTING WEST

N: 1245953.5288

E: 665686.8458

R

R

N: 1245971.6082

E: 665683.1623

RUNNING TRACK EXPANSION

(BID OPTION 3)

SEE NOTE #7 ON CS101

SEE SHEET CS502 FOR DETAIL

RUNNING TRACK EXPANSION

(BID OPTION 3)

SEE NOTE #7 ON CS101

SEE SHEET CS502 FOR DETAIL

25 MPH

SPEED LIMIT SIGN (R2-1)

25 MPH

SPEED LIMIT SIGN (R2-1)

ONE WAY SIGN (R6-1)

SIGN FACING SOUTH

ARROW POINTING WEST

REPLACE THIS SECTION OF HEAVY DUTY ASPHALT

ONLY IF IT HAS TO BE REMOVED FOR THE

DEMOLITION OF THE ELECTRICAL LINE

SEE SHEET ES102

FIX CROSSWALK ROAD

MARKINGS AT TIE IN

DO NOT ENTER SIGN

(R5-1)

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CS105

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MATCHLINE: CS103

A

T C

H L I N

KEY PLAN

B C

A

D E

SCALE: 1" = 30'

30' 60'0'

R E

V I S

C

O R

D A

N C

E

W

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A

M E

N D

M E

M

A R

KILBORNE STREET CENTERLINE

SCALE: H: 1"=30', V: 1"=3'

0+00 1+00 2+00 3+00 4+00 5+005+08

-4.01%

0.24%

0.5 0%

-0.50%

0.5 0%

P V

I

E L

P V

I

E L

P V

I

E L

P V

I

E L

PVI STA:4+46.96

PVI ELEV:464.49

AD:4.51%

K:8.86

40.00' VC

HIGH POINT ELEV: 464.40

HIGH POINT STA: 4+31.39

B V

C S

B V

C E

E V

C S

E V

C E

PVI STA:4+86.94

PVI ELEV:462.88

AD:4.25%

K:2.35

10.00' VC

LOW POINT ELEV: 462.89

LOW POINT STA: 4+91.38

B V

C S

B V

C E

E V

C S

E V

C E

18" RCP

STORM CROSSING

18" RCP

STORM CROSSING

PROPOSED GRADE

EXISTING GRADE

APPROXIMATE LOCATION OF

EXISTING COMM. DUCT BANKS

APPROXIMATE LOCATION OF

EXISTING COMM. DUCT BANKS

APPROXIMATE LOCATION OF

EXISTING ELECTRICAL LINE

TO BE RELOCATED

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K6ENDTBM 3/24/2021 2:16:39 PM P:\CIVIL3D PROJECTS\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG

CS201

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CS501

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NOTES:

1. MUST HAVE DURABLE STEEL CONSTRUCTION FOR LOW MAINTENANCE

QUICK DROP BOLLARD

N.T.S.

LOCKING MECHANISM THAT WORKS WITH

ANY STANDARD FIRE HYDRANT WRENCH TO

UNLOCK AND LOWER THE BOLLARD.

BREAK AWAY DESIGN THAT ALLOWS INSTANT

EMERGENCY ACCESS WITHOUT A KEY.

ALLOWS UNIT TO BE PUSHED OVER WITH THE

BUMPER OF A VEHICLE.

FLUSH SURFACE WHEN BOLLARD IS REMOVED.

UNIVERSAL BASE

6' TEMPORARY CONSTRUCTION FENCE DETAIL

N.T.S.

ROUND POST BRACE PANEL

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

10' MAX.

ROUND POST

USE PANEL STAND

AS POST BASE IN

IMPERVIOUS AREAS

PANEL STAND

PERVIOUS

GROUND

ROUND POST

16"

1 3/8" DIAMETER

GALVANIZED

TUBING

IMPERVIOUS

GROUND

DRIVE POST INTO GROUND

IN PERVIOUS AREAS

PANEL STAND

IMPERVIOUS

GROUND

ROUND POST

IMPERVIOUS

GROUND

PANEL STAND

20'

TRUSS ROD

ROUND POST

ROUND POST

CHAIN AND

PAD LOCK

ADJACENT

PANEL

ADJACENT

PANEL

DOUBLE SWING GATE

6'-0" w h

1" DIA HOLE

#4 REBAR

w h

" DIA. STEEL ANCHOR PIN 21"

PROJECTING 5" ABOVE FINISHED GRADE

PLAN

ELEVATION

SECTION

NOTES:

1. CENTER WHEEL STOP IN EACH PARKING STALL.

2. WHEEL STOPS TO BE INSTALLED ONLY WHERE

SHOWN ON PLANS.

3. NON-VEHICLE SIDE OF WHEEL STOP TO BE

INSTALLED 2 FEET FROM GUTTER FLOW LINE OR

EDGE OF PAVEMENT.

PRECAST CONCRETE WHEEL STOP

N.T.S.

#4 REBAR

WIDTH VARIES BY LANE WIDTH

M

I N

STOP BAR

N.T.S.

WHITE REFLECTORIZED

THERMOPLASTIC MARKING

INTERSECTING ROAD

NOTES:

1. ALL MARKINGS WILL BE WHITE REFLECTIVE THERMOPLASTIC PAINT.

2. ALL MARKINGS WILL BE 12" WIDE.

CROSSWALK MARKINGS

N.T.S.

LENGTH VARIES BY ROAD WIDTH

1'-6" 4'-6"

R E

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STANDARD SIGNAGE

N.T.S.

STOP

MAXIMUM

VAN

ACCESSIBLE

PENALTY

$ 250

PARKING

RESERVED

R1-1

STOP SIGN (MUTCD)

R7-8e

12"x6"

RESERVED PARKING

SIGN (MUTCD)

R7-8D

12"x9"

R7-8a

12"x18"

NOTES:

1. ALL CONCRETE FOUNDATIONS SHALL BE MINUMUM 3000 PSI CONCRETE.

2. ALL SIGNS/MARKERS SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTIVITY, INCLUDING

CUSTOM SIGNAGE.

3. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM

EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO SIDEWALK AND BUILDING FACE IN

WHICH 5 FEET IF PLACED IN AN AREA BETWEEN PEDESTRIANS ARE NOT EXPECTED TO USE.

4. ALL COMPONENTS SHALL BE POWDER COATED HIGH GLOSS VULCAN BLACK

5. THE BACK OF THE SIGNS SHALL BE POWDER COATED VULCAN BLACK TO MATCH THE OTHER SIGNAGE

COMPONENTS

6. SIGNS SHALL BE SIZED AS CONVENTIONAL SIGNS PER CURRENT MANUAL FOR UNIFORM TRAFFIC CONTROL

DEVICES

7. SIGNS SHALL BE RETROREFLECTIVE, 3M HIGH INTENSITY PRISMATIC.

8. SIGN POSTS INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

9. ALL MATERIALS PROVIDED FOR SIGNPOST COMPONENTS SHALL MEET THE SPECIFICATIONS PROVIDED BY

TRAFFIC AND PARKING CONTROL CO. INC. (TAPCO), OR EQUIVALENT. PART NUMBERS PROVIDED FOR

REFERENCE ONLY.

10. SINGS SHALL BE ATTACHED TO SIGN POST WITH A "Z" BRACKET SIGNLE-SIDED ROUND POLE BRACKETS, (2)

BRACKETS FOR 2

" POST, BLACK, (TAPCO #203-01238)

11. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF

TRANSPORTATION AND GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS.

12. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING ZONE AREA.

13. BUILDING IDENTIFICATION SIGNAGE SHALL COMPLY WITH UFC 3-120-01 DATED 07 OCT 2014, AND LATEST

INSTALLATION DESIGN GUIDE (IDG).

12"

30"

TRAFFIC SIGN

6"

6"

14"

PARKING SIGN

STEEL POST POWDER

COATED HIGH GLOSS

VULCAN BLACK

BITUMINOUS JOINT

FILLER (CONC.

PAVEMENT ONLY)

PAVEMENT

CONCRETE FOUNDATION

PARKING SIGNS TRAFFIC SIGNS

BALL AND FINAL CAP

ON POLE

TOP OF SIGN (INSTALL

SIGN AT BASE OF CAP)

ALUMINUM BALL POST CAP,

BLACK (TAPCO #203-10027)

6"

6"

14"

BITUMINOUS JOINT

FILLER (CONC.

PAVEMENT ONLY)

PAVEMENT

FINISHED GRADE

L I C

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NOTES:

1. SIDEWALKS SHALL BE 4 INCH THICK.

2. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO THE

WIDTH OF THE SIDEWALKS.

3. CONTRACTION JOINTS SHALL BE 1 INCH DEEP AND 1/8 INCH WIDE.

4. 1/2 INCH EXPANSION MATERIAL WHERE CONCRETE SIDEWALK ABUTS

CONCRETE STRUCTURE.

5. 3,500 PSI CONCRETE

PROFILE

PLAN

DUMMY GROOVE

CONTRACTION JOINT

EXPANSION JOINT

JOINT SEALANT

PRE-MOULDED

JOINT FILLER

TOOLED EDGES

1/8" RADIUS

1/2"

T

SEE NOTE #3

1/8"

4"

COMPACTED SUBGRADE

EXPANSION JOINT

BACK OF CURB

CONTRACTION JOINT

NEW BUILDING PAD

S E

E

N

O T

E

30' MAXIMUM SPACING

BETWEEN EXPANSION JOINTS

PLAIN CONCRETE SIDEWALK

N.T.S.

CONCRETE

SIDEWALK

FEATHERING OF CURB AND GUTTER

N.T.S.

CURB AND GUTTER

5' MIN.

2' TRANSITION

TO BE ROUNDED

TIE-IN OF NEW BITUMINOUS PAVEMENT

TO EXISTING BITUMINOUS PAVEMENT

N.T.S.

SAWCUT FULL DEPTH

BEFORE BREAKING OUT

BITUMINOUS PAVEMENT

EXISTING BITUMINOUS

PAVEMENT

TACK COAT

BITUMINOUS

PAVEMENT

COMPACTED SUBGRADE

AGGREGATE BASE

COURSE

NOTES:

DEPTH OF EXISTING ASPHALT MAY VARY.

12"

EXISTING BASE COURSE

NOTES:

SURFACE COURSE: 12.5mm SUPERPAVE

STANDARD DUTY

ASPHALT PAVEMENT SECTION

N.T.S.

8" AGGREGATE BASE COURSE

COMPACTION TO 100%

(ASTM D1557)

24" COMPACTED SUBGRADE

COMPACTION TO 95%

(ASTM D1557)

1.5" BITUMINOUS SURFACE

PRIME COAT

NOTES:

1. SURFACE COURSE: 12.5mm SUPERPAVE

2. BINDER COURSE: 19mm SUPERPAVE

HEAVY DUTY

ASPHALT PAVEMENT SECTION

N.T.S.

24" COMPACTED SUBGRADE

COMPACTION TO 95%

(ASTM D1557)

TACK COAT

1.5" BITUMNIOUS SURFACE

8" AGGREGATE BASE COURSE

COMPACTION TO 100%

(ASTM D1557)

2.0" BITUMINOUS BINDER

PRIME COAT

HANDICAP RAMP

N.T.S.

DETECTABLE WARNING DOMES

SECTION VIEW

6X6 W2.0X2.0 WWF

MAX SLOPE

1:12

BROOM FINISH

7"

GUTTER GRADE

BASE DIAMETER: 0.45" TO 0.70"

TOP DIAMETER: NO LESS THAN 50% TO NO

MORE THAN 65% OF THE BASE DIAMETER

PRECAST CLASS "B" CONCRETE

TOP OF CURB

TOP OF RAMP

X

X

X

X

X

X

X

X

X X X

NOTES:

1. DETECTABLE WARNING DOMES SHALL COVER A 2' LENGTH AND THE FULL

WIDTH OF THE RAMP FLOOR AS SHOWN ON THE DETAILS.

2. OBTAIN 70% CONTRAST VISIBILITY WITH THE ADJOINING SURFACE, EITHER

LIGHT-ON-DARK, OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE

RAMP.

NOTES:

PLACE DEPRESSED CURB AND GUTTER AT ALL AREAS WHERE WALKWAYS ABUT

CURB AND GUTTER AND HANDICAP RAMPS ARE NOT SHOWN OR SPECIFIED. THIS

APPLIES TO TROOP WALKS AND SIDEWALKS.

MAX. SLOPE

1:12

ADA COMPLIANT DETECTABLE WARNINGS

TRUNCATED DOME BUMP STYLE PADS

SIDEWALK

TOP OF CURB

TOP OF CURB

TOP OF CURB

SIDEWALK

HANDICAP RAMP

HANDICAP RAMP

MAX. SLOPE

1:12

PLAN VIEW

GUTTER GRADE

S L

O P

E

ACCESS

AISLE

RESERVED HANDICAP

PARKING SIGN

4" WIDE

WHITE PAINT

STRIPE

4" WIDE

WHITE PAINT

STRIPE (TYP)

@45°

8' - 11' MIN. 8' - 11' MIN.5' - 8' MIN.

SEE SITE PLAN

HANDICAP PARKING STALL

N.T.S.

SIDEWALK

SIDEWALK

NOTES:

1. WHEN ASPHALT SURFACING MATERIALS ARE AVAILABLE, BASE COURSE MATERIALS AND ASPHALT

SURFACING SHALL MATCH EXISTING PAVEMENTS. UTILIZE GDOT SPECIFIED PAVEMENT IF THE UTILITY

CUT IS LOCATED IN A ROADWAY.

2. CONTRACTOR MUST SEAL THE TRENCH IMMEDIATELY AFTER THE UTILITY LINE IS PLACED AND

APPROVED, WITH EITHER PERMANENT ASPHALT OR WITH A 2" MIN. TEMPORARY CONCRETE SLAB.

3. TEMPORARY CONCRETE SLAB IS TO BE REMOVED WHEN ASPHALT SURFACING MATERIAL BECOMES

AVAILABLE AND FINAL SURFACING IS TO BE COMPLETED.

4. TEMPORARY CONCRETE SLAB SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.

5. BOTTOM OF TEMPORARY CONCRETE SLAB SHALL MATCH BOTTOM OF EXISTING BASE COURSE.

6. USE A FINER GRADATION MIX FOR THE TOP LIFT, IN ACCORDANCE WITH GDOT, IF MORE THAN ONE LIFT

IS REQUIRED FOR NEW ASPHALT PAVING.

4'-0" OR LESS

EXISTING

BITUMINOUS

PAVEMENT

SAWCUT TO FULL

DEPTH BEFORE

BREAKING OUT

BITUMINOUS

PAVEMENT

EXISTING

BITUMINOUS

PAVEMENT

M I N

M I N

AGGREGATE BASE COURSE

COMPACTED TO 100%

(ASTM D1557)

BITUMINOUS PAVEMENT REPLACEMENT

FOR UTILITY CUTS

N.T.S.

AGGREGATE BASE

COURSE

AGGREGATE BASE

COURSE

POLYETHYLENE ON 3

SIDES FOR EASY REMOVAL

OF THE TEMPORARY 2"

CONCRETE SLAB

12"

12"

TEMPORARY CONCRETE SLAB

AND THEN BITUMINOUS PAVEMENT

SUBGRADE

COMPACTED TO 95%

(ASTM D1557)

CURB AND GUTTER DETAILS

N.T.S.

NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO THE TECHNICAL SPECIFICATIONS INCLUDING, BUT NOT

LIMITED EARTHWORK AND CAST-IN-PLACE CONCRETE.

2. ALL CURBS AND GUTTERS TO HAVE MINIMUM 4" GRANULAR BASE COURSE COMPACTED TO MINIMUM

CBR = 50.

3. CONTRACTION JOINTS TO BE SAW CUT NO LATER THAN 24 HOURS AFTER THE POUR.

4. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS.

5. 1/2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 50 FEET, AT THE ENDS

AND MID-POINT OF RETURNS, AND AT ANY POINT WHERE THE NEW CURB AND GUTTER ABUTS OTHER

CONCRETE STRUCTURES.

6. 5' LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL GUTTER AND PITCHED GUTTER, UNLESS OTHERWISE NOTED ON THE PLANS.

7. TRANSVERSE SLOPES ON NORMAL CURB AND GUTTER SHALL BE 1 INCH PER FOOT.

8. TRANSVERSE SLOPES ON PITCHED CURB AND GUTTER SHALL BE 1/4 INCH PER FOOT.

9. BATTER SHALL BE 1 INCH IN 6 INCHES.

10. USE PORTLAND CEMENT CONCRETE WITH COMPRESSIVE STRENGTH OF 3,500 PSI.

11. PLACE DEPRESSED CURB AND GUTTER AT ALL AREAS WHERE WALKWAYS ABUT CURB AND GUTTER

AND HANDICAP RAMPS ARE NOT SHOWN OR SPECIFIED.

STREET PAVEMENT

(SEE SPECS.)

1'-6" OR 2'-0"5"

2'-0" OR 2'-6"

STREEET PAVEMENT

(SEE SPECS.)

1"

2'-0"

5"

1"

18" AND 24" NORMAL GUTTER

PITCHED GUTTER

L O

P E

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F

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3/8 IN

./F

T.

1'-6"

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NOTES:

1. INSTALL RUBBER MULCH AND RUBBER CURB AND GUTTER PER MANUFACTURER'S SPECIFICATIONS.

MULCH SHALL COMPLY WITH ASTM F 1292-04 AND BE OBTAINED BY A CERTIFIED SUPPLIER.

2. COMPACT SUBGRADE TO 90% PER SPECIFICATION 31 00 00 EARTHWORK.

3. 4" PERFORATED PVC UNDERDRAINS TO DRAIN TO 6" PVC CONNECTING PIPES AND ULTIMATELY TO

THE STORM MANHOLES SHOWN ON THE GRADING PLANS.

PHYSICAL TRAINING PIT

N.T.S.

150'

PULL-UP BARS

10'

10'

20'

10'

4" PERFORATED PVC PIPE,

0.5% MIN. SLOPE, TYP.

CAP END, TYP.

TIE INTO 6" PVC WITH ELBOW

CLEANOUT, TYP.

6" PVC PIPE

0.5% MIN. SLOPE, TYP.

6" X 8" PVC

ADAPTOR TEE,

TYP.

4" PERFORATED PVC PIPE,

0.5% MIN. SLOPE, TYP.

TIE INTO 6" PVC WITH ELBOW

CLEANOUT, TYP.

4" RUBBER HEADER CURB

SEE GRADING & DRAINAGE PLANS FOR

CONTINUATION OF STORM PIPES. CONNECT 8" PVC

PIPE INTO STMH WITH WATER TIGHT SEAL

I.E.: 467.08'

PLAN

SECTION

4" PERFORATED PVC PIPE

WRAP UNDERDRAIN AND

STONE IN GEOTEXTILE

POROUS GRAVEL AROUND

UNDERDRAIN

GEOTEXTILE SEPARATION

6" SAND BASE

8" COMPACTED

SUBGRADE

GEOTEXTILE SEPARATION

4" RUBBER MULCH

4" X 8" RUBBER

HEADER CURB

CURB 1" ABOVE MULCH

8" PVC PIPE

0.5% MIN. SLOPE, TYP.

ENSURE PVC PIPE DOES NOT

INTERFERE WITH PULL-UP

BAR CONCRETE FOOTINGS

62"

12'

NOTES:

1. THE POSTS ARE 6"X6"X12' AND SUNK 3.5' BELOW THE RUBBER MULCH SURFACE AND ANCHORED WITH

CONCRETE. THE CONCRETE ANCHORS WILL START 4" BELOW THE SAND BASE.

2. THE BARS ARE THREADED WATER PIPE, 1.0" INSIDE DIAMETER, 12' LONG WITH 1" END CAPS

3. THE BARS ARE THROUGH THE 6X6's AT 8.0' AND 7.5' ABOVE THE GROUND

4. THE DISTANCE FROM THE INSIDE POST EDGE IS APPROXIMATELY 62".

5. THE STEP-UPS (16" LONG) ARE CUT FROM 4"X4"X8' POSTS AND SECURED TO THE 6X6's WITH 3" SCREWS

THAT ARE COUNTER SUNK.

6. THE STEP-UP ON THE OUTSIDE 6X6's ARE 18" FROM THE GROUND, THE STEP-UPS ON THE INSIDE POSTS

ARE 24" ABOVE THE GROUND

7. MATCH COLOR AND MATERIAL OF CLIMBING BARS INSTALLED AT AIT BARRACKS COMPLEX, PHASES 1 & 2.

STEP-UPS

STEP-UPS

PULL-UP BARS

N.T.S.

ELEVATION

PLAN VIEW

RUBBER MULCH SURFACE

CONCRETE, TYP.

BAR

WOOD 6X6, TYP.

12"

3" MIN.

12'

12" SQUARE

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NOTES:

1. BIKE RACKS SHALL ACCOMODATE A TOTAL OF 40 BICYCLES.

2. RACK SHALL BE COATED AFTER COMPLETE FABRICATION WITH A COLORED POLYESTER COATING

APPLIED TO A THICKNESS OF 4-5 MILS. COLOR SHALL BE BLACK AS PER FORT GORDON DESIGN GUIDE.

3. INSTALL RACK PER MANUFACTURERS INSTRUCTIONS.

24'

6', TYP

FOUR, 11-SPACE

RIBBON-STYLE

BICYCLE RACKS, TYP.

PLAN

ASTM SCHEDULE 40, TP304

STEEL PIPE, 2.5" O.D.

PIPE EMBEDDED A MIN. OF

8" INTO CONCRETE

4" CONCRETE SLAB

MATCHING BASE COVER

CONCRETE FOOTING

BICYCLE RACK AND PAD

N.T.S.

SECTION

EXTERIOR

TRACK

SHOULDER

15'

2% MIN. SLOPE

5'5'

0.5" MIN. SYNTHETIC TRACK SURFACE

1.5" BITUMINOUS LEVELING COURSE

1.5" INTERMEDIATE COURSE

6" AGGREGATE BASE COURSE

PRIME COAT

8" COMPACTED SUBGRADE, 98% MOD. PROCTOR

2% M

IN

. S

LO

PE

11'

1% MIN. S

LOPE

COMPACTED SUBGRADE PER SPECIFICATION 31 00 00 EARTHWORK

EXISTING TRACK

RUNNING TRACK SECTION

N.T.S.

TACK COAT

INTERIOR

TRACK

SHOULDER

NOTES:

1. MATCH CROSS-SLOPE OF NEW TRACK SURFACE TO THAT OF THE EXISTING TRACK.

2. THICKNESS OF THE SYNTHETIC TRACK SURFACE WILL BE EQUAL TO THAT OF THE EXISTING TRACK BUT NOT LESS THAN 0.5 INCHES.

3. THE PROPOSED SECTION OF SYNTHETIC TRACK SURFACE SHALL MATCH AS CLOSELY AS POSSIBLE TO THE EXISTING TRACK SURFACE.

IT WILL BE AN IMPERMEABLE, POLYURETHANE-BASED SURFACE SUITABLE FOR FOR ALL-WEATHER PERFORMANCE WITH SIMILAR

CONSTRUCTION AND CUSHIONING.

4. THE SYNTHETIC TRACK SURFACE WILL BE A RED COLOR MATCHING THE EXISTING TRACK.

5. THE SYNTHETIC TRACK SURACE WILL BE INSTALLED PER AN APPROVED SYNTHETIC TRACK SURFACE MANUFACTURER'S

SPECIFICATIONS. CONTRACTOR MUST SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATION PROCEDURES FOR APPROVAL.

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18"RCP

I.E.=463.75

PIPE DIRECTION

ONLY

STMH

TOP=460.85

24" HDPE IN=454.27

42" HDPE OUT=454.50

UNDERGROUND

42" HDPE WITH (8)

18" HDPE FOR

GEOTHERMAL WELLS

STMH

TOP=460.94

INVERT NO AVAILABLE

STMH

TOP=461.14

STMH

TOP=462.71

24" RCP IN=456.43

24" RCP OUT=456.36

GI

TOP=459.75

24" RCP IN=455.68

24" RCP OUT=455.51

GI

TOP=458.14

24" RCP IN=455.14

24" RCP OUT=455.04

24" RCP=454.73

STMH

TOP=462.63

15" RCP IN=458.96

24" RCP OUT=457.15

STMH

TOP=463.00

15" RCP OUT=459.51

BENCHMARK

R.R. SPIKE IN LIGHT POLE

ELEV.=465.67, NAVD88

C.P. #9801

CONTROL IRON

PIN SET

N=1246007.920

E=665704.670

ELEV.=462.47

CHAMBERLAIN AVE

GI

TOP=459.41

24" RCP IN=455.91

24" RCP OUT=455.86

STMH

TOP=461.25

24" HDPE IN=454.68

GI

TOP=461.34

42" RCP IN=453.93

42" HDPE OUT=454.65

GI

TOP=460.91

42" RCP IN=454.65

24" HDPE OUT=454.59

4"VERT PVC

CLEAN OUTS FOR STORM WATER

QUALITY STORAGE SYSTEM(TYP)

STMH

TOP=465.83

24" RCP E OUT 458.22

DWCB

TOP=463.43

36" RCP N IN=455.88

30" RCP E IN=456.03

24" RCP W IN=456.60

36" RCP S OUT=456.03

DWCB

TOP=466.17

18" RCP N IN=459.46

18" RCP E IN=458.06

30" RCP W OUT=458.02

GI

TOP=461.03

24" RCP E IN=454.88

36" RCP N IN=454.71

42" RCP S OUT=454.39

464.12

M.E.

ALONG EXTERIOR OF

EXISTING TRACK

M.E.

ALONG EXTERIOR OF

EXISTING TRACK

M.E.

M.E.

M.E.

462.45

464.16

464.15

464.15

464.12

464.04

463.97

464.02

463.98

464.15

TC 464.06

BC 463.56

TC 464.14

BC 463.64

TC 464.91

BC 464.41

TC 462.13

BC 461.63

TC 464.21

BC 463.63

TC 463.30

BC 462.79

TC 463.29

BC 462.79

CONCRETE FLUME

4' FLOW WIDTH

START I.E.: 462.79

END I.E.: 459.40

TC 464.54

BC 464.04

TC 464.02

BC 463.52

BIO-SWALE #4 WITH

6" PVC UNDERDRAIN

BOTTOM: 459.50

FES #2

EXIST. GI #2

RIP-RAP

EXIST. GI #1

STMH #6

15" RCP

FES #3

R

C P

FES #4

RIP-RAP

M.E.

GRASS SWALE

0.75% SLOPE

GRASS SWALE

1.5% SLOPE

M.E.

HP 464.40

HP 463.65

LP 463.17

LP 462.89

HP 463.94

P

HP 463.28

LP 461.78

463.75

463.62

463.50

463.37

463.25

463.35

463.47

463.60

463.58

463.46

463.87

464.00

464.13

464.25

464.38

464.20

463.36

463.22

TC 464.14

BC 463.64

TC 465.29

BC 464.79

TC 464.51

BC 464.01

DI #10

15" RCP

RIP-RAP

TC 463.98

BC 463.48

TC 463.98

BC 463.48

CONCRETE FLUME

4' FLOW WIDTH

START I.E.: 463.48

END I.E.: 461.00

RELOCATED ELECTRICAL LINE TO

AVOID CONFLICT WITH STORM PIPE

STORM STRUCTURE TABLE

STRUCTURE

NAME:

EXIST. GI #1

EXIST. GI #2

DETAILS:

TOP: 461.03

I.E. IN (STMH #6): 455.37

I.E. OUT: 454.39

TOP: 461.34

I.E. IN (FES #2): 458.00

I.E. OUT: 454.65

STORM STRUCTURE TABLE

STRUCTURE NAME:

FES #2

FES #3

FES #4

DETAILS:

FLARED END SECTION

N: 1246102.94

E: 665693.39

I.E. IN: 461.50

FLARED END SECTION

N: 1245975.99

E: 665689.11

I.E. IN: 459.58

FLARED END SECTION

N: 1245967.83

E: 665764.05

I.E. OUT: 459.35

STORM STRUCTURE TABLE

STRUCTURE

NAME:

DI #10

STMH #6

DETAILS:

OVERFLOW DRAIN INLET - BOX STRUCTURE

SIZE: 36"

N: 1246177.97

E: 665751.81

TOP: 460.00

I.E. OUT (STMH #6): 455.56

CLOSED-LID JUNCTION - BOX STRUCTURE

SIZE: 36"

N: 1246157.50

E: 665751.34

TOP: 461.73

I.E. IN (DI #10): 455.50

I.E. OUT (EXIST. GI #1): 455.40

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MATCHLINE: CG103

A

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H L I N

KEY PLAN

B C

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SCALE: 1" = 30'

30' 60'0'

R E

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DI #5 TO DI #6

SCALE: H: 1"=30', V: 1"=3'

0+00 1+001+02

DI #10 TO EXIST. GI #1

SCALE: H: 1"=30', V: 1"=3'

0+00 0+32

DI #7 TO STMH #5

SCALE: H: 1"=30', V: 1"=3'

0+00 1+001+02

DI #8 TO EXIST. DI #1

SCALE: H: 1"=30', V: 1"=3'

0+00 0+32

DI #9 TO EXIST. DI #2

SCALE: H: 1"=30', V: 1"=3'

0+00 0+64

FES #2 TO EXIST. GI #2

SCALE: H: 1"=30', V: 1"=3'

0+00 0+70

FES #3 TO FES #4

SCALE: H: 1"=30', V: 1"=3'

0+00 0+83

PROPOSED GRADEEXISTING GRADE

DI #5

N: 1246788.33

E: 666335.96

TOP: 469.38

I.E. OUT (STMH #2): 466.02

45 LF

15" RCP @ 0.30%

STMH #2

N: 1246743.34

E: 666335.12

TOP: 470.25

I.E. IN (DI #5): 465.89

I.E. OUT (DI #6): 465.65

DI #6

N: 1246685.85

E: 666334.06

TOP: 469.25

I.E. IN (DI #4): 465.72

I.E. IN (STMH #2): 465.47

I.E. OUT (STMH #3): 464.98

58 LF

15" RCP @ 0.30%

L

F

R

C P

.0

L

F

R

C P

.0

STMH #5

N: 1246692.79

E: 665960.62

TOP: 469.85

I.E. IN (STMH #3): 463.76

I.E. IN (STMH #4): 464.16

I.E. OUT (FES #1): 463.66

PROPOSED GRADE

EXISTING GRADE

EXIST. DI #1

TOP: 461.48

I.E. IN (DI #8): 458.31

I.E. OUT: 456.46

32 LF

15" RCP @ 0.30%

DI #8

N: 1246496.61

E: 665839.25

TOP: 463.00

I.E. OUT (EXIST. DI #1): 458.41

PROPOSED GRADE

EXISTING GRADE

DI #9

N: 1246493.31

E: 665999.15

TOP: 464.10

I.E. OUT (EXIST. DI #2): 460.65

L

F

R

C P

.0

EXIST. DI #2

TOP: 465.99

I.E. IN (DI #9): 460.01

I.E. OUT: 459.76

PROPOSED GRADE

EXISTING GRADE

L

A

FES #2

N: 1246102.94

E: 665693.39

I.E. IN: 461.50

EXIST. GI #2

TOP: 461.34

I.E. IN (FES #2): 458.00

I.E. OUT: 454.65

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

PROPOSED GRADE

FES #3

N: 1245975.99

E: 665689.11

I.E. IN: 459.58

75 LF

18" RCP (CLASS IV) @ 0.31%

DI #7

N: 1246795.27

E: 665962.52

TOP: 469.38

I.E. OUT (STMH #4): 465.41

STMH #4

N: 1246750.28

E: 665961.69

TOP: 470.25

I.E. IN (DI #7): 464.96

I.E. OUT (STMH #5): 464.73

EXISTING GRADE

PROPOSED GRADE

APPROXIMATE LOCATION OF

EXISTING COMM. DUCT BANKS

APPROXIMATE LOCATION OF

EXISTING COMM. DUCT BANKS

FES #4

N: 1245967.83

E: 665764.05

I.E. OUT: 459.35

20 LF

15" RCP @ 0.30%

11 LF

15" RCP @ 0.30%

DI #10

N: 1246177.97

E: 665751.81

TOP: 460.00

I.E. OUT (STMH #6): 455.56

STMH #6

N: 1246157.50

E: 665751.34

TOP: 461.73

I.E. IN (DI #10): 455.50

I.E. OUT (EXIST. GI #1): 455.40

EXIST. GI #1

TOP: 461.03

I.E. IN (STMH #6): 455.37

I.E. OUT: 454.39

6" PVC UNDERDRAIN

FROM BIOSWALE #3

I.E.: 459.92

6" PVC UNDERDRAIN

FROM BIOSWALE #4

I.E.: 456.92

BIO-SWALE #4

BOTTOM: 459.50

BIO-SWALE #3

BOTTOM: 462.50

APPROXIMATE LOCATION OF

EXISTING ELECTRICAL LINE

APPROXIMATE LOCATION OF

EXISTING ELECTRICAL LINE

TO BE RELOCATED

RELOCATED ELECTRICAL LINE TO

AVOID CONFLICT WITH STORM PIPE

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K6ENDGTM 3/25/2021 12:02:23 PM P:\CIVIL3D PROJECTS\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CE (GENERAL, NOTES, DETAILS).DWG

CE507

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FILTER RING

Fr

STORMDRAIN OUTLET PROTECTIONSt x

M

I N

10'x10' MIN.

VARIES OR AS REQUIRED

TO CONTAIN WASTE

CONCRETE

2'-0" MIN.

12" MIN.

12" MIN.

VARIES

N.T.S

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

COARSE AGGREGATE

WITH

GEOTEXTILE

UNDERLINE. DEPTH

SHALL BE 6".

SIGN

3:1

3:1

3:13:1

SECTION A

PLAN VIEW

COMPACTED

EMBANKMENT

MATERIAL, TYP.

3:1 OR FLATTER SIDE SLOPES

CONCRETE WASHOUT AREA INSTALLATION NOTES

1. SEE PLANS FOR LOCATIONS OF CONCRETE WASHOUT

AREA.

2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED

PRIOR TO ANY CONCRETE PLACEMENT ON SITE.

3. VEHICLE TRACKING CONTROL IS REQUIRED AT THE

ACCESS POINT.

4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION

ENTRANCE, AT THE WASHOUT AREA TO OPERATORS OF

CONCRETE TRUCKS AND PUMP RIGS.

5. EXCAVATE MATERIAL SHALL BE UTILIZED IN PERIMETER

BERM CONSTRUCTION.

N.T.S

BMPS OR CONCRETE WASHDOWN TOOLS, CONCRETE MIXER CHUTES,

HOPERS AND THE REAR OF THE VEHICLES, WASHOUT FOR THE DRUM AT

THE CONSTRUCT ON SITE IS PROHIBITED.

CONCRETE WASHOUT AREA MAINTENANCE NOTES

1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND

ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN

CAPACITY FOR WASTED CONCRETE.

2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE

REMOVED FROM THE SITE AN DISPOSED OF AT AN

APPROVED WASTE SITE.

3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED,

COVER THE AREA WITH TOP SOIL AND STABILIZE WITH DS3.

4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT.

5. WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS

PROHIBITED.

BERM

BERM

GROUND SURFACE

BERM

AROUND

PERIMETER

CONCRETE WASHOUT

STORMDRAIN OUTLET SIZING

ID

PIPE

DIAMETER

(INCHES)

FLOW

RATE

(cfs)

VELOCITY

(fps)

TAILWATER

CONDITION

(Y/N)

APRON

(La)

HEADWALL

(W

DOWNSTREAM

WIDTH (W

AVG. STONE

DIAMETER

(d50)

STONE

DEPTH

(D)

FES #1 18 4.88 4.74 N 9' 4.5' 10.5' GDOT TYPE 3

RIP RAP

1'

FES #4 18 5.70 5.02 N 9' 4.5' 10.5' GDOT TYPE 3

RIP RAP

1' cw

VARIES

MIN. 0.5'

4-5

0.5' - 1'

DIVERSION

Di

R E

V I S

C

O R

D A

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E

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A

M E

N D

M E

M

A R

FH

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W

GM

GAS

MS101

C H

A N

IC

A L S

IT

Y

O U

SCALE: 1"=60'

60' 60' 120'

LOCATIONS.

VOLUME 1 AIT PHASE 3 FOR UTILITY

SITE ELECTRICAL UTILITY PLATES IN

SHOWN FOR CLARITY. SEE SITE AND

AND ELECTRICAL UTILITIES ARE NOT

EXISTING AND NEW UNDERGROUND SITE

PUMP HOUSE.

3 ON SHEET MS501.

B/COF MECHANICAL ROOM. SEE DETAIL

8" GSS/GSR TO/FROM AIT PHASE 3

200-TON COOLING TOWER.

PUMP HOUSE.

6" CONDENSER WATER TO/FROM7

SHEET NOTES

GENERAL NOTE

MS501.

(COMPLETE). SEE DETAIL 3 ON SHEET

NO. 1 - BATTALION HEAD QUARTERS

CONSTRUCTED UNDER BID OPTION

BN HQ MECHANICAL ROOM, TO BE

2 1/2" GSS/GSR TO/FROM AIT PHASE 3

1.

2.

GARRISON STANDARDS.

FOR COMPLIANCE WITH UFC AND

THEIR PLANS APPROVED BY DPW

CONFLICTS. AGL MUST HAVE

OTHER SITE UTILITIES TO AVOID

AGL DURING INSTALLATION OF

WILL NEED TO COORDINATE WITH

UTILITIES. THE CONTRACTOR

DESIGN THE OFFICIAL GAS

INFORMATION ONLY. AGL WILL

SOLUTION AND ARE SHOWN FOR

SITE GAS UTILITIES ARE A POSSIBLE

NATURAL GAS LINES. THE PROPOSED

STRUCTION, AND MAINTENANCE OF

LIGHT (AGL) FOR DESIGN, CON-

CONTRACT WITH ATLANTA GAS &

FORT GORDON DPW HAS AN EXISTING

GENERAL NOTE 2 ABOVE.

B/COF MECHANICAL ROOM. SEE

2" NAT. GAS TO/FROM AIT PHASE 3

SEE GENERAL NOTE 2 ABOVE.

BATTALION HEAD QUARTERS (COMPLETE).

PROVIDED UNDER BID OPTION NO. 1 -

BN HQ MECHANICAL ROOM. THESE LINES

1 1/4" NAT. GAS TO/FROM AIT PHASE 3

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k6enxjlh

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SEE NOTE #8 ON CS101

(BID OPTION 1)

BUILDING

BATTALION HEADQUARTERS

(BID OPTION 1)

BUILDING

HEADQUARTERS

BATTALION

BUILDING

BARRACKS

BUILDING

BARRACKS

BUILDING

BARRACKS

BUILDING

BARRACKS

15" RCP OUT=460.72

TOP=466.33

DI

CENTRAL HOSPITAL RD.

C E

N T R

A L H

O S P

IT

A L R

D

HOSPITAL RD.

CENTRAL

STOP BAR

STOP BAR

STOP BAR

STOP BAR

CENTRAL HOSPITAL RD.

C E

N T R

A L H

O S P

IT

A L R

D

STOP LIGHT BAR #

GENERAL NOTES:

KEYED NOTES:

GRAPHIC SCALE

SITE NORTH

ES101

S

IT

E E

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KEY PLAN

NOT TO SCALE

SCALE: 1"=60'

60' 60' 120'

DEMOLITION AND REMOVAL.

AND AREA AND ROADWAY LIGHTING INDICATED FOR

UTILITY DISTRIBUTION INFRASTRUCTURE AND EQUIPMENT

DEMIOLITION AND REMOVAL OF ANY ELECTRICAL

CONTRACTOR SHALL SUB-CONTRACT WITH GPC FOR

TAINED BY GEORGIA POWER COMPANY (GPC). THE

ROADWAY LIGHTING IS OWNED, OPERATED AND MAIN-

4. ALL ELECTRICAL UTILITY DISTRIBUTION AND AREA AND

DEMOLITION.

ATIVE (COR) AT LEAST TWO WEEKS PRIOR TO START OF

THROUGH THE CONTRACTING OFFICER'S REPRESENT-

BE REQUESTED OF AND APPROVED BY NEC IN WRITING

PERFORMED BY THE CONTRACTOR. DEMOLITION SHALL

(NEC). ALL TELECOMUNICATIONS DEMOLITION SHALL BE

BY FORT GORDON NETWORK ENTERPRISE CENTER

EQUIPMENT IS OWNED, OPERATED AND MAINTAINTED

3. ALL TELECOMMUNICATIONS INFRASTRUCTURE AND

THE AREA.

PRIOR TO ANY LAND DISTURBANCE OR EXCAVATION IN

LOCATION IS APPROXIMATE AND SHALL BE VERIFIED

SHALL REMAIN UNLESS OTHERWISE INDICATED.

2. EXISTING ELECTRICAL AND COMMUNICATIONS SHOWN

1. SEE SHEET ES001 FOR LEGEND AND GENERAL NOTES.

TYP.

TYP.

TYP.

TYP.

GROUND UTILITY LINE AND ABOVE GROUND EQUIPMENT.

10. GPC SHALL EXCAVATE AND REMOVE THE UNDER-

CONTRACTOR TO CONSTRUCT THE TRACK EXPANSION.

POLE BASES AND ELECTRICAL CIRCUITS TO ALLOW THE

THE EXISTING TRACK AREA LIGHTING FIXTURES, POLES,

9. GPC SHALL DISCONNECT, EXCAVATE AND REMOVE

PEDESTAL AND CABLE ROUTED TO.

COPPER CABLE IN HAND-HOLE. REMOVE TELEPHONE

8. THE CONTRACTOR SHALL DISCONNECT EXISTING

PUMP HOUSE TO VALVE VAULT.

LINE. EXCAVATE AND REMOVE FEEDER CONDUIT FROM

UNDERGROUND FEEDER CONDUIT AT STRUCTURE 5-FOOT

7. THE CONTRACTOR SHALL EXCAVATE AND CUT

WELL FIELD VALVE VAULT.

EXISTING ELECTRICAL FEEDER FROM PUMP HOUSE TO

6. THE CONTRACTOR SHALL DISCONNECT AND REMOVE

EXISTING COMMUNICATIONS HAND-HOLE CHH-H15A.

5. THE CONTRACTOR SHALL EXCAVATE AND REMOVE

DUCT-BANK BACK TO MAINTENANCE HOLE.

PUMP HOUSE AT BUILDING 5-FOOT LINE AND REMOVE

4. THE CONTRACTOR SHALL CUT DUCT-BANK OUTSIDE OF

DUCT-BANK WAS DISCONNECTED FROM M-H.

AND MAKE WATER TIGHT OPENNINGS IN M-H WHERE

HOLE (M-H) AND REMOVE BACK TO PUMP HOUSE. PLUG

ALONG ITS ROUTING. CUT DUCT-BANK AT MAINTENANCE

3. THE CONTRACTOR SHALL EXCAVATE DUCT-BANK

ROUTED TO MAINTENANCE HOLE.

ON PUMP HOUSE BACK-BOARD. REMOVE CABLES

COPPER AND FIBER OPTIC CABLES FROM TERMINATIONS

2. THE CONTRACTOR SHALL DISCONNECT EXISTING

HOLE. REMOVE CABLES ROUTED TO PUMP HOUSE.

COPPER AND FIBER OPTIC CABLES IN MAINTENANCE

1. THE CONTRACTOR SHALL DISCONNECT EXISTING

R E

V

IS

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D A

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E W

IT

H A

M E

N D

M E

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M A

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B

A

00324

00326

E

MH3H15

CMH

H15B

CHH

H15A

CHH

H15B

CHH

MH3H13

CMH

M H

H

A C

M H

3H14A1

CHH

CHH

CHH

CHH

MH3H14

CMH

J

EM

EM

EM

EM

EM

12-ST SMFO

25-PR CU

EM

LP

EH

EH

J

J

J

VAULT

VALVE

VAULT

VALVE

VAULT

VALVE

VAULT

VALVE

J

AREA

TRAINING

COVERED

AREA

TRAINING

COVERED

(EXISTING)

AIT BCOF

(EXISTING)

AIT BCOF

(EXISTING)

DFAC

EXISTING RUNNING TRACK

PT PIT PT PIT

12-ST SMFO

100-PR CU

EXISTING

12-ST SMFO

200-PR CU

EXISTING

-S

T S

M F

O -P

R C

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24-ST SMFO

300-PR CU

EXISTING

J

(EXISTING)

HOUSE

PUMP

GSHT

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-B -3 k6enxjlh

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DECK

WOOD

CHAMBERLAIN AVE CHAMBERLAIN AVE

CENTRAL HOSPITAL RD.

CENTRAL HOSPITAL RD.

VAULT

VALVE

VAULT

VALVE

EXISTING RUNNING TRACK

GENERAL NOTES:

GRAPHIC SCALE

SITE NORTH

ES102

S

IT

E E

L E

C T

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IC

A L C

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M U

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A T

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NOT TO SCALE

KEY PLAN

MATCH LINE ON SHEET ES101

#K…