W912HN-21-B-3005_DRAWINGS_VOL1.pdf

BARBINA.SEAN.ERIC.1556536194 Digitally signed by BARBINA.SEAN.ERIC.1556536194 Date: 2021.06.29 14:20:34 -04'00'

FUNK.TROY.ALAN.1039429256 Digitally signed by FUNK.TROY.ALAN.1039429256 Date: 2021.06.29 14:23:11 -04'00'

BATH.STEVEN.M.1058162643 Digitally signed by BATH.STEVEN.M.1058162643 Date: 2021.06.29 15:22:30 -04'00'

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

C A

T E

G O

R Y C

O D

E

-1

-1

GI001

IN

D

E X O

F D

R A

W

IN

G S

J

M C

T

IE

R N

A N

S

B A

R B

IN

A

F O

R T G

O R

D O

N

G E

O R

G

IA

R E

P A

IR

B

A R

R A

C K B

U

IL

D

IN

G

F Y P

N

V O

L U

M E S

IT

E

J

H A

IR

E

J

H A

IR

E W

H N -2

-B -3

J U

L Y

READY TO ADVERTISE (RTA)

SHEET ID.

INDEX OF DRAWINGS

D E

S C

R

IP

T

IO

N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET ID.

TITLESHEET ID.

TITLETITLE

A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G E

O R

G

IA

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 FIRE PROTECTION PLAN

GC001 LOCATION AND VICINITY MAPS

GC002 LIMITS OF CONSTRUCTION

GC003 GENERAL CIVIL NOTES

GC004 CIVIL LEGEND AND ABBREVIATIONS

B-101 BORING LOCATION PLAN

B-001 SOIL CLASSIFICATION CHART, CPT SOUNDING CHARTS, AND NOTES

BB001 BORING LOGS

BB002 BORING LOGS

BB003 CPT SOUNDING LOGS

VF101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS 1

CG101 GRADING AND DRAINAGE PLAN

CG501 GRADING AND DRAINAGE DETAILS 1

CG502 GRADING AND DRAINAGE DETAILS 2

CP101 PAVEMENT PLAN

CP501 PAVEMENT DETAILS 1

CU101 UTILITY PLAN

CE101 ES&PC PLAN - INITIAL PHASE

CE102 ES&PC PLAN - INTERMEDIATE PHASE

CE103 ES&PC PLAN - FINAL PHASE

CE501 LEGEND & DETAILS

CE502 DETAILS

CE503 DETAILS

CE504 SEED & SOD SCHEDULE

MS101 MECHANICAL SITE PLAN

MS501 MECHANICAL SITE DETAILS

ES001 SITE ELECTRICAL LEGEND AND NOTES

ES101 ELECTRICAL SITE OVERALL PLAN

ES102 SITE DEMOLITION PLAN - PART A

ES103 SITE ELETRICAL PLAN - PART A

ES104 SITE TELECOMMUNICATIONS PLAN - PART A

ES105 SITE TELECOMMUNICATIONS PLAN - PART B

ES501 ELECTRICAL SITE DETAILS

ES601 TELECOMMUNICATIONS RISER DIAGRAMS

O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

C T

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

C A

T E

G O

Y

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

L

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

V E

S A

V A

N N

H

I S

T R

I C

T

V O

L U

M

S

I T

E

F Y

P

N

R E

P A

B

R

R A

K

U I L D

I N

G

F O

G

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/23/2021 3:54:14 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-GC.DWG

VICINITY MAP

LEGEND

HAUL ROUTE

SEE VICINITY MAP

THIS SHEET

RESIDENT ENGINEER

OFFICE (706) 791-4234

DIRECTORATE OF PUBLIC

WORKS (706) 791-6376

CHAMBERLAIN AVE

SEE LIMITS OF

CONSTRUCTION

SHEET GC002

LANE AVE.

NOTES

1. DIRECTORATE OF PUBLIC WORKS CONTACT INFORMATION:

BUILDING #14500 (706) 791-6376

2. U.S. ARMY CORPS OF ENGINEERS CONTACT INFORMATION:

BUILDING #14600 (706) 791-4234

3. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL MATERIALS, OR OTHER CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON THE INSTALLATION

FOR THE CONTRACTOR'S USE. DISPOSAL IS THE RESPONSIBILITY OF THE CONTRACTOR AT SITES OFF GOVERNMENT CONTROLLED LANDS.

4. BORROW SITES ARE NOT AVAILABLE FOR THE CONTRACTOR'S USE ON THE INSTALLATION. ALL BORROW MATERIALS, TOPSOIL, OR OTHER SOIL

MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR FROM COMMERCIAL SOURCES FROM LOCATIONS OFF THE INSTALLATION.

5. CONTRACTOR STAGING AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR) AT THE COMPLETION OF CONSTRUCTION.

6. ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE INSTALLATION THROUGH ACCESS CONTROL GATE #3 NEAR THE INTERSECTION HIGHWAY

78 AND 13TH AVE. SEE VICINITY MAP THIS SHEET.

LOCATION MAP

CONTRACTOR ACCESS

THROUGH GATE #3

13TH AVE

H

I

G

H

W

SCALE: 1" = 3 MILES

3 MI 6 MI0 MI

SCALE: 1" = 1000'

1000' 2000'0'

VISITOR CONTROL CENTER

(706) 791-3071

POLICE STATION

(706) 791-4537

FIRE STATION

(706) 791-4141

CHAMBERLAIN AVE

8TH AVE

E

CENTRAL HOSPITAL RD

GC001

L O

C A

T I O

N

A

C

I N

I T

Y

M

A P

S

G

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

C

E

N: 1247426.1682

E: 667882.7802

N: 1247434.8836

E: 667948.0679

N: 1247467.3975

E: 667948.0679

N: 1247467.3975

E: 668112.2441

N: 1247408.4682

E: 668137.4029

N: 1247408.7711

E: 668112.2441

N: 1247308.2024

E: 667879.7154

N: 1247232.8808

E: 667884.3099

N: 1247234.1051

E: 667922.7048

N: 1247250.7020

E: 667922.5538

N: 1247251.2301

E: 667902.4002

N: 1247274.4292

E: 667902.7206

N: 1247224.8507

E: 668167.5067

N: 1247272.9354

E: 668103.4662

N: 1247259.3620

E: 668168.3843

N: 1247315.0126

E: 668112.6000

N: 1247357.0446

E: 668128.5911

N: 1247377.8692

E: 668137.3347

N: 1247299.3511

E: 668130.6212

N: 1247290.9282

E: 668138.4832

N: 1247291.2047

E: 668131.6223

N: 1247427.9759

E: 667917.9897

N: 1247586.1206

E: 667844.4477

N: 1247586.1206

E: 668067.0027

N: 1247546.4609

E: 668071.3046

N: 1247520.7185

E: 668068.4825

N: 1247518.7883

E: 668067.0631

N: 1247503.2230

E: 668068.1664

N: 1247503.7686

E: 667834.3254

N: 1247544.8229

E: 667835.4015

N: 1247550.5817

E: 667843.2265

N: 1247397.4899

E: 667873.8717

N: 1247390.1549

E: 667807.7986

N: 1247214.9760

E: 667803.8796

N: 1247385.1832

E: 667812.6873

N: 1247214.5159

E: 667809.8652

N: 1247212.1044

E: 667809.8583

N: 1247392.2489

E: 667877.8805

N: 1247276.6876

E: 668113.7627

N: 1247334.0101

E: 668124.5319

N: 1247426.4027

E: 667938.6183

N: 1247443.9585

E: 668151.3671

N: 1247434.4537

E: 668151.0197

N: 1247441.3956

E: 668112.3359

N: 1247429.3030

E: 668112.4279

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 1:57:42 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-GC.DWG

GC002

L I M

I T

S

O

F

C

O N

S T

R U

C T

I O

N

G

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

EAST HOSPITAL RD.

A

S

P I T

A L

R

O A

D

SCALE: 1" = 150'

150' 300'0'

CENTRAL HOSPITAL RD.

GC003

E

N E

R A

L

N

O T

E S

G

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

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 SPREAD 4 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. 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.

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. REMOVAL, REPLACEMENT, RELOCATION, AND/OR MODIFICATION TO EXISTING UTILITIES, MAINTAINED

BY A PRIVATIZED UTILITY COMPANY, WILL BE COMPLETED BY THAT PRIVATIZED UTILITY COMPANY.

2. SEE MECHANICAL / PLUMBING SHEETS FOR LOCATIONS OF DOMESTIC WATER SERVICE, FIRE

SERVICE, AND SANITARY SEWER BUILDING CONNECTIONS.

3. AUGUSTA UTILITIES DEPARTMENT IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND

MAINTAINING SITE SANITARY SEWER, DOMESTIC WATER, AND FIRE SERVICE.

4. ATLANTA GAS LIGHT IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE

NATURAL GAS SERVICE.

5. GEORGIA POWER IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE

ELECTRICAL.

UTILITY PROVIDERS:

1. DEPARTMENT OF PUBLIC WORKS (DPW): MARY CANNON (706) 791-6164

2. AUGUSTA UTILITY DEPARTMENT (AUD): STEVEN BEHREND (706) 312-5057

3. ATLANTA GAS LIGHT: CARL CORLEY (706) 214-0858

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

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

K6ENDGTM 6/23/2021 3:58:45 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-GC.DWG

GC004

I V

I L

L E

G E

B

R E

V I A

T I O

N S

G

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

ADA AMERICANS WITH DISABILITIES ACT

ATFP ANTI-TERRORISM FORCE PROTECTION

AUD AUGUSTA UTILITIES DEPARTMENT

B/COF BARRACKS/COMPANY OPERATIONS FACILITY

BC BOTTOM OF CURB

BIO BIO RETENTION AREA

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BOC BACK OF CURB

BP BEGINNING POINT

BS BOTTOM OF STAIRS

CI CURB INLET

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL POINT

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DI DRAIN INLET

DIA DIAMETER

DPW DIRECTORATE OF PUBLIC WORKS

ECB EROSION CONTROL BLANKET

EGL ENERGY GRADE LINE

EL ELEVATION

EOP EDGE OF PAVEMENT

EP END POINT

ES&PC EROSION, SEDIMENTATION, & POLLUTION

CONTROL

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT ASSEMBLY

FL FLOW LINE

FPE FINISHED PAD ELEVATION

GI GRATE INLET

H/C HANDICAP

HDPE HIGH-DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HP HIGH POINT

HPPP HIGH-PERFORMANCE POLYPROPYLENE

IE INVERT ELEVATION

JB JUNCTION BOX

LP LOW POINT

M.E. MATCH EXISTING

MJ MECHANICAL JOINT

NIC NOT IN CONTRACT

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PP POWER POLE

RCP REINFORCED CONCRETE PIPE

RPZ REDUCED PRESSURE ZONE

RR RAILROAD

SSMH SANITARY SEWER MANHOLE

STD STANDARD

STMH STORM MANHOLE

TC TOP OF CURB

TP TOP OF PAVEMENT

TS TOP OF STAIRS

TW TOP OF WALK / WALL

TYP TYPICAL

WM WATER METER

XSECT CROSS SECTION

LIMITS OF CONSTRUCTION BOUNDARY

LINEAR DEMOLITION

BUILDING

OVERHEAD COVER

ATFP STANDOFF

STORM PIPE

SANITARY SEWER PIPE

WATER PIPE

CHILLED WATER AND STEAM LINES

TEMPORARY FENCE

ROAD CONSTRUCTION CONES/BARRELS

MAJOR CONTOUR

MINOR CONTOUR

GRASS SWALE

TYPE A - EXPANSION JOINT

TYPE A1 - DOWELED CONSTRUCTION JOINT

BETWEEN EXISTING AND PROPOSED PAVEMENT

TYPE B - TIE BAR CONTRACTION JOINT

TYPE D - DUMMY CONTRACTION JOINT

ABBREVIATIONS

PROPOSED WORK HATCH PATTERNS

PROPOSED WORK LINE TYPESEXISTING CONDITIONS LINE TYPES

PAVEMENT DEMOLITION

SIDEWALK

PROPOSED WORK SYMBOLSEXISTING CONDITIONS SYMBOLS

TREE DEMOLITION

MISCELLANEOUS STRUCTURE DEMOLITION

SIGN

BOLLARD

STORM MANHOLE

GRATE INLET IN VALLEY GUTTER

CONCRETE SPLASH BLOCK

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

FIRE HYDRANT

WATER METER

WATER VALVE

FIRE VAULT (DCDA/FDC/PIV)

W

S

CO

F

CONCRETE PAVEMENT /

EMERGENCY VEHICLE ACCESS

REINFORCED CONCRETE PANEL

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/23/2021 3:55:47 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-GC.DWG

CW CW CW CW

BUILDING

OVERHEAD COVER

STORM PIPE

SANITARY SEWER PIPE

WATER PIPE

GAS LINE

COMMUNICATIONS LINE

ELECTRICAL LINE

MAJOR CONTOUR

MINOR CONTOUR

COMMUNICTIONS LINE (GIS)

ELECTRICAL LINE (GIS)

CHILLED WATER (GIS & AS-BUILTS)

STEAM LINES (AS-BUILTS)

COMM COMM

E E E E

G G

SAN SAN SAN

TELEPHONE BOX

CATCH BASIN

CATCH BASIN

YARD DRAIN

METAL POST

BOLLARD

JUNCTION BOX

DOWNSPOUT

SEWER MANHOLE

SEWER CLEANOUT

FIRE HYDRANT

WATER MH

STEAM MH

WATER VALVE

WATER METER

FIRE DEPARTMENT CONNECTION

BACKFLOW PREVENTOR

LIGHT POLE

ELECTRIC TRANSFORMER

ELECTRIC MANHOLE

TELEPHONE MANHOLE

LP TANK

SIGN

TREE

COMx COMx

EPx EPx EPx

CW CW CW CW

STM STM STM

A

A1

BARRACKS

BUILDING

FFE=474.56

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

CPT-1A

CPT-1B

CPT-1C

PT-3

PT-1

PT-2

SCALE: 1" = 10'

10' 20'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENGLRD 6/25/2021 12:21:22 PM P:\CIVIL3D PROJECTS\GOR0430\04_GEOTECH\CAD\PLAN SHEETS\PN95039_B-001-B-101.DWG

B-101

B O

R I N

G

L

O C

A T

I O

N

P

L A

N

LEGEND

BORING LOCATION

CONE PENETROMETER

TEST LOCATION

PERC. TEST LOCATION

NOTES:

1. B-XX = SOIL BORING LOCATION

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

B S

C H

R A

D E

R

L

D

U D

L E

Y

L

S

C H

U M

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENGLRD 6/25/2021 12:20:52 PM P:\CIVIL3D PROJECTS\GOR0430\04_GEOTECH\CAD\PLAN SHEETS\PN95039_B-001-B-101.DWG

B-001

B S

C H

R A

D E

R

L

D

U D

L E

Y

L

S

C H

U M

A N

NOTES:

1. FOR EXPLORATION LOCATIONS, REFER TO SHEET B-101.

2. SOIL TEST BORING LOGS ARE LOCATED ON SHEET BB001-BB002.

3. FOR CPT SOUNDING LOGS, REFER TO SHEET BB003.

4. GROUNDWATER DEPTHS OR ELEVATIONS SHOWN ON THE CPT

SOUNDING LOGS REPRESENT GROUNDWATER ENCOUNTERED ON THE

DATES SHOWN. ABSENCE OF GROUNDWATER DATA IMPLIES THAT NO

DATA IS AVAILABLE, BUT DOES NOT NECESSARILY MEAN THAT

GROUNDWATER WILL NOT BE ENCOUNTERED. GROUNDWATER LEVELS

WILL FLUCTUATE WITH SEASONAL AND CLIMATIC VARIATIONS,

VARIATIONS IN SUBSURFACE SOIL CONDITIONS, AND CONSTRUCTION

OPERATIONS. THEREFORE, GROUNDWATER CONDITIONS IN THE FUTURE,

AND AT OTHER LOCATIONS ON THE SITE, MAY DIFFER FROM THE

CONDITIONS ENCOUNTERED AT THE CPT LOCATIONS ON THE DATES THE

CPT WERE PERFORMED.

5. WHILE THE SOIL CPT SOUNDINGS ARE REPRESENTATIVE OF

SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR

THEIR RESPECTIVE VERTICAL REACHES, LOCAL MINOR VARIATIONS IN

CHARACTERISTICS OF THE SUBSURFACE MATERIALS ARE ANTICIPATED

AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT BE CONSIDERED AS

DIFFERING MATERIALLY FROM THE DESCRIPTIONS SHOWN ON THE CPT

LOGS.

6. THE CPT SOUNDINGS WERE PERFORMED BY A 20 TON

TRACK-MOUNTED VERTEK CPT RIG IN GENERAL ACCORDANCE WITH

ASTM D 5778. THE CONE USED DURING THIS EXPLORATION HAS A TIP

AREA OF 1.55 SQUARE INCHES (10 CM²) AND A FRICTION SLEEVE AREA OF

23.25 SQUARE INCHES (150 CM²) AND IS CAPABLE OF MEASURING PORE

PRESSURES INDUCED IN THE SOILS AS THE CONE IS ADVANCED. DURING

A CPT SOUNDING, AN ELECTRONICALLY INSTRUMENTED CONE

PENETROMETER IS HYDRAULICALLY PUSHED THROUGH THE SOIL TO

MEASURE TIP STRESS, SLEEVE FRICTION AND PORE WATER PRESSURE.

THE CPT DATA ARE ELECTRONICALLY RECORDED AND USED TO

DETERMINE SOIL STRATIGRAPHY AND TO ESTIMATE SOIL ENGINEERING

PARAMETERS SUCH AS STRENGTH, COMPRESSIBILITY AND PERMEABILITY.

THE RATIO OF TIP RESISTANCE AND SLEEVE FRICTION, AS DESCRIBED

BY ROBERTSON AND CAMPANELLA (1990), WAS USED TO ESTIMATE THE

MATERIAL TYPE OF THE SOIL PENETRATED BY THE CONE.

7. COORDINATES SHOWN ON THE CPT SOUNDINGS REFERENCE NORTH

AMERICAN DATUM 1983 (NAD 83) GEORGIA EAST AND THE ELEVATIONS

SHOWN REFERENCE MEAN LOWER LOW WATER (MLLW), EPOCH 1983-2001.

CPT LOCATIONS WERE ESTABLISHED BY AN ENGINEER IN THE FIELD USING

A HAND-HELD GLOBAL POSITIONING SYSTEM (GPS) DEVICE HAVING

SUB-METER ACCURACY. ELEVATIONS SHOULD BE CONSIDERED

APPROXIMATE.

8. SOILS WERE VISUALLY CLASSIFIED IN ACCORDANCE WITH THE UNIFIED

SOIL CLASSIFICATION SYSTEM, ASTM D 2487, CLASSIFICATION OF SOILS FOR

ENGINEERING PURPOSES. WHERE THERE IS A DIFFERENCE BETWEEN THE

CLASSIFICATION ON THE BORING LOG AND THE LABORATORY CLASSIFICATION,

THE LABORATORY CLASSIFICATION SHALL TAKE PRECEDENCE.

S O

A

S S

I F

I C

A T

I O

N

C

H A

R T

C

P T

S O

U N

D I N

G

C

H A

R T

S

A

T

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENGLRD 6/25/2021 12:20:01 PM P:\CIVIL3D PROJECTS\GOR0430\04_GEOTECH\CAD\PLAN SHEETS\PN95039_BB001-003.DWG

BB001

B O

R I N

G

L

O G

S

B S

C H

R A

D E

R

L

D

U D

L E

Y

L

S

C H

U M

A N

NOTE:

1. BORING LOCATIONS

ARE SHOWN ON

SHEET B-101.

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENGLRD 6/25/2021 12:18:09 PM P:\CIVIL3D PROJECTS\GOR0430\04_GEOTECH\CAD\PLAN SHEETS\PN95039_BB001-003.DWG

BB002

B O

R I N

G

L

O G

S

B S

C H

R A

D E

R

L

D

U D

L E

Y

L

S

C H

U M

A N

NOTE:

1. BORING LOCATIONS

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENGLRD 6/25/2021 12:17:20 PM P:\CIVIL3D PROJECTS\GOR0430\04_GEOTECH\CAD\PLAN SHEETS\PN95039_BB001-003.DWG

C P

T

S

O U

N D

I N

G

L

O G

S

BB003

B S

C H

R A

D E

R

L

D

U D

L E

Y

L S

C H

U M

A N

NOTE:

1. CPT LOCATIONS

W W

W W

W W

W

W

W W

W W

W W

W W

W

W W

W

S

A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

W W

W W

W W

W W W W W W W

W

E P x

EPx EPx

EPx EPx

EPx EPx

EPx EPx

EPx EPx

EPx EPx

EPx

E P x

E

P x

E

P x

E

P x

E

P x

E

P x

E P x

EPx EPx

EPx EPx

EPx

EPx EPx EPx EPx EPx EPx EPx

S D

S D

S D

S D

S D

SD

SD

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

S

D

W

W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C

O

M x

C

O

M x

C

O

M x

C

O

M x

C

O

M x

C

O

M x

COMx COMx

COMx

COMx

COMx

COMx

COMx

COMx

COMx

COMx

C O

M x

C O

M x

C O

M x

C O

M x

S T

M S

T M

S T

M

STM STM STM

STM STM STM STM STM STM

S T

M S

T M

S T

M S

T M

S T

M S

T M

CW

CW

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

CW

CW

C W

EPx EPx

E P x

E P x

E P x

E P x

E P x

E P x

E P x

E P x E

P x

E P x

E P x

E P x

EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx

E

P x

E

P x

S D

S D

S D

S D

W

W

WW

WWW

WWW

WW

WWW

WW

WWW

WWW

WW

WW

S A

N S

A N

EXISTING COMMUNICATION LINE,

PER GIS

EXISTING ELECTRICAL LINE, PER GIS,

EXISTING ELECTRICAL

LINE (PER GIS)

EXISTING COMMUNICATION

LINE (PER GIS)

EXISTING ELECTRICAL LINE

(PER GIS)

EXISTING STEAM LINES

(PER AS-BUILTS)

EXISTING CHILLED WATER

& STEAM LINES (PER GIS)

EXISTING COMMUNICATION

LINE (PER GIS)

EXISTING STEAM LINES

(PER AS-BUILTS)

EXISTING STEAM

OR CHILLED

WATER LINES

(PER GIS)

EXISTING 4" DOMESTIC

WATER LINE

EXISTING 6" WATER

MAIN

472.628

H\T

471.310

472.678

H\T

478.711

PK

CO

CO

CO

C

COMM. MANHOLE

FIRE HYDRANT

478.364

NAIL

473.326

NAIL

C

CO

CO

SEWER CLEANOUT

CO

WATER VALVE

WATER VALVE

CO

SEWER CLEANOUT

CO

CO

CO

FIRE HYDRANT

E

ELECTRIC MANHOLE

C

COMM. MANHOLE

D SDMH

WATER VALVE

WATER VALVE

WATER VALVE

WATER VALVE

CO

CO

LIGHT POLE

ELECTRIC TRANFORMER

TELEPHONE BOX

CO

D SDMH

C H

W S

C H

W S

CHWS

CHWS

CHWS

C H

W S

C

H

W

S

CHWS

CHWS

CHWS

CHWS

CHWS

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

SD SD SD SD SD

SD

SD

SD

SD

SD

SD SD SD SD

S D

SD

SD

S D

S D

S D

S D

SD SD

SD

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S

A

N

S

A

N

SDDI

RIM:473.11

INV.OUT:464.36

INV.IN (a):469.11

INV.IN (b):464.36

SDDI

RIM:478.19

INV.OUT:470.49

INV.IN (a):473.01

INV.IN (b):472.74

S

SSMH

RIM:472.71

C/L INV.:464.99

SDDI

RIM:472.88

INV.OUT:466.14

INV.IN (a):466.20

INV.IN (b):468.62

INV.IN (c):468.82

S

SSMH

RIM:473.60

INV. OUT:464.17

INV. IN (a):464.40

INV. IN (b):464.40

INV. IN (c):464.42

SDDI

RIM:472.84

INV.OUT:465.48

INV.IN (a):469.22

INV.IN (b):465.48

SDDI

RIM:477.31

INV.OUT:469.33

INV.IN:472.48

SDDI

RIM:477.59

INV.OUT:474.89

SDDI

RIM:477.20

INV.OUT: 470.07

INV.IN: 474.55

SDDI

RIM:473.08

INV.OUT:468.41

INV.IN:468.68

SDDI

RIM:473.22

INV.OUT:467.62

INV.IN (a):467.62

INV.IN (b):468.19

S

SSMH

RIM:473.53

C/L INV.:469.19

SDDI

RIM:473.15

INV.OUT:467.11

INV.IN (a):467.36

INV.IN (b):468.57

SDDI

RIM:472.78

INV.OUT:468.58

INV. IN:468.68

S

SSMH

RIM: 460.24

C/L INV.: 449.90

S

SSMH

RIM: 471.75

C/L INV.: 462.37

SDDI

RIM:472.22

INV.OUT:456.07

INV.IN:463.00

E

H

O S

P I T

A L

R

O A

D

478.42

478.46

478.66

478.45 478.06

473.57

478.71

478.31

478.37

478.37 478.38

478.18

478.27

478.02

473.63

473.44

473.51 473.47

478.16

473.69

473.34

466.25

473.30

473.36

473.36

472.81

473.32

467.10

468.74

459.30

461.74

462.31

472.51

462.73

473.26

473.42

473.53

473.56

456.56

460.84

460.23

459.82

459.34

459.32

459.44

459.36

472.99

473.27

472.26

473.61

473.53

473.26

SCALE: 1" = 20'

20' 40'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 9:04:22 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-VF.DWG

VF101

E X

I S

T I N

G

C

O N

D I T

I O

N S

G

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

SURVEY NOTES:

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

AND ABBREVIATIONS.

2.) SURVEY PERFORMED BY USACE SAVANNAH DISTRICT DESIGN

BRANCH, DATA MANAGEMENT SECTION

100 W. OGLETHORPE AVENUE SAVANNAH, GA 31401

(912)-652-5695

(DATE OF FIELD SURVEY NOVEMBER 2, 2020 - NOVEMBER

18TH, 2020.)

3.) HORIZONTAL CONTROL:

THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON

GPS OBSERVATIONS USING GEORGIA EAST STATE PLANE

COORDINATE SYSTEM (NAD83/2011) DATUM IN U.S. SURVEY FEET.

NGS MONUMENT "BV 121 219 AZ MK" IS THE REFERENCE POINT.

THE AVERAGE COMBINED GRID FACTOR ESTABLISHED FOR THIS

PROJECT IS 0.99988231. EQUIPMENT USED WAS CARLSON BRQ6

BASE AND ROVER AND GEOMAX ZOOM 90 ROBOTIC TOTAL STATION.

4.) VERTICAL CONTROL:

THE ELEVATIONS ARE ESTABLISHED USING GPS BASE AND ROVER

OBSERVATIONS FROM NGS MONUMENT "BV 121 219 AZ MK", WHICH

HAS AN ELEVATION OF 469.-- U.S. FEET. (NAD88) EQUIPMENT USED

WAS CARLSON BRQ6 BASE AND ROVER.

5.) THE LOCATION OF SHOWN UNDERGROUND UTILITIES IS BASED

UPON THE FIELD SURVEY OF ABOVE GROUND FEATURES. THE

SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND

STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE

LOCATED HERON. EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED, IF MARKED BY OTHERS. NO EXCAVATIONS WERE MADE

DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR

STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE

APPROXIMATE LOCATIONS AND ARE BASED ON GROUND

FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND BASE

UTILITY PLANS. CONTRACTOR IS RESPONSIBLE FOR UTILITY

VERIFICATION BY CONTACTING THE GA UTILITIES PROTECTION

CENTER AT 811 (GEORGIA)

6.) NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR TO THE

FOLLOWING: 100 YEAR FLOOD LIMITS, WETLANDS, UNDERGROUND

STORAGE FACILITIES, GRAVES, CEMETERIES, BURIAL GROUNDS, OR

HAZARDOUS WASTE.

7.) ALL DISTANCES ARE GROUND DISTANCES IN U.S. SURVEY FEET

8.) CONTOURS SHOWN ARE ONE FOOT INTERVALS

9.) THE SURVEYOR DOES NOT GUARANTEE THE SPECIES OF TREES

LOCATED. FOR EXACT SPECIES AN ARBORIST MUST BE

CONTACTED.

10.) SOME OF THE UTILITY LOCATIONS AND ROADS OUTSIDE OF THE

LIMITS OF CONSTRUCTION AND IN AREAS OF SURVEY LIMITATIONS

WERE PULLED FROM FORT GORDON GIS. CONTRACTOR SHALL

VERIFY SIZE, DEPTH, LOCATION, AND MATERIAL OF EXISTING

UTILITIES PRIOR TO ORDERING MATERIALS FOR PROPOSED WORK.

11.) TREES ARE BASED ON AERIAL PHOTOGRAPHS AND SHALL BE FIELD

VERIFIED BY CONTRACTOR PRIOR TO SCHEDULING REMOVAL OR

ORDERING MATERIALS FOR TREE PROTECTION.

CONTROL POINTS

NGS MONUMENT "BV 121 219 AZ MK"

NORTHING: 1,246,081.59

EASTING: 665,274.2900

ELEV.: 469.--

CP4 1/2"REBAR

NORTHING: 1,246,926.36

EASTING: 667,777.80

ELEV.: 487.23

CP5 1/2"REBAR

NORTHING: 1,246,939.31

EASTING: 668,152.28

ELEV.: 486.43

CP6 HUB/TACK

NORTHING: 1,247,306.21

EASTING: 668,127.83

ELEV.: 472.63

CP7 1/2"REBAR

NORTHING: 1,247,459.31

EASTING: 667,834.87

ELEV.: 471.31

CP8 HUB/TACK

NORTHING: 1,247,463.08

EASTING: 668,098.58

ELEV.: 472.68

CP9 PK NAIL

NORTHING: 1,247,244.06

EASTING: 667,776.89

ELEV.: 478.71

CP10 LARGE NAIL

NORTHING: 1,247,715.03

EASTING: 668,197.91

ELEV.: 453.02

CP11 HUB/TACK

NORTHING: 1,247,610.90

ASTING: 667,747.10

ELEV.: 457.06

CP157 NAIL

NORTHING: 1,247,041.62

EASTING: 668,038.19

ELEV.: 483.26

CP158 NAIL

NORTHING: 1,246,989.12

EASTING: 668,092.89

ELEV.: 488.81

CP564 NAIL

NORTHING: 1,247,110.82

EASTING: 667,784.95

ELEV.: 478.69

CP847 NAIL

NORTHING: 1,247,218.12

EASTING: 667,909.15

ELEV.: 478.36

CP848 NAIL

NORTHING: 1,247,294.39

EASTING: 668,025.14

ELEV.: 473.33

W W

W W

W W

W

W

W W

W W

W W

W W

W

W W

W

S

A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

W W

W W

W W

W W W W W W W

W

E P x

EPx EPx

EPx EPx

EPx EPx

EPx EPx

EPx EPx

EPx EPx

EPx

E P x

E

P x

E

P x

E

P x

E

P x

E

P x

E P x

EPx EPx

EPx EPx

EPx

EPx EPx EPx EPx EPx EPx EPx

S D

S D

S D

S D

S D

SD

SD

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

S

D

W

W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x E

P x

E P x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C

O

M x

C

O

M x

C

O

M x

C

O

M x

C

O

M x

C

O

M x

COMx COMx

COMx

COMx

COMx

COMx

COMx

COMx

COMx

COMx

C O

M x

C O

M x

C O

M x

C O

M x

S T

M S

T M

S T

M

STM STM STM

STM STM STM STM STM STM

S T

M S

T M

S T

M S

T M

S T

M S

T M

CW

CW

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

C W

CW

CW

C W

EPx EPx

E P x

E P x

E P x

E P x

E P x

E P x

E P x

E P x E

P x

E P x

E P x

E P x

EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx

E

P x

E

P x

S D

S D

S D

S D

W

W

WW

WWW

WWW

WW

WWW

WW

WWW

WWW

WW

WW

S A

N S

A N

EXISTING COMMUNICATION LINE,

PER GIS

EXISTING ELECTRICAL LINE, PER GIS,

EXISTING ELECTRICAL

LINE (PER GIS)

EXISTING COMMUNICATION

LINE (PER GIS)

EXISTING ELECTRICAL LINE

(PER GIS)

EXISTING STEAM LINES

(PER AS-BUILTS)

EXISTING CHILLED WATER

& STEAM LINES (PER GIS)

EXISTING COMMUNICATION

LINE (PER GIS)

EXISTING STEAM LINES

(PER AS-BUILTS)

EXISTING STEAM

OR CHILLED

WATER LINES

(PER GIS)

EXISTING 4" DOMESTIC

WATER LINE

EXISTING 6" WATER

MAIN

C

COMM. MANHOLE

FIRE HYDRANT

C

WATER VALVE

WATER VALVE

FIRE HYDRANT

E

ELECTRIC MANHOLE

C

COMM. MANHOLE

D SDMH

WATER VALVE

WATER VALVE

WATER VALVE

WATER VALVE

LIGHT POLE

ELECTRIC TRANFORMER

TELEPHONE BOX

D SDMH

C H

W S

C H

W S

CHWS

CHWS

CHWS

C H

W S

C

H

W

S

CHWS

CHWS

CHWS

CHWS

CHWS

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

SD SD SD SD SD

SD

SD

SD

SD

SD

SD SD SD SD

S D

SD

SD

S D

S D

S D

S D

SD SD

SD

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S

A

N

S

A

N

LOC

LIMITS OF CONSTRUCTION

(LOC)

S

S

S

S

S

E

H

O S

P I T

A L

R

O A

D

TEMPORARY

CONSTRUCTION FENCING

20' SWING GATE

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

REMOVE TREE (TYP.)

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE STEAM AND

CONDENSATE WATER LINES (SEE

MS SHEETS FOR DETAIL)

REMOVE STEAM AND CONDENSATE

WATER LINES (SEE MS SHEETS FOR

DETAIL)

REMOVE STORM PIPE AND DI

(SEE CG SHEETS FOR DETAIL)

REMOVE CONCRETE WALKWAY

(TYP.).

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE CONCRETE

EMERGENCY ACCESS LANE.

SEE CP & CG SHEETS

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE STORM PIPE TO

CONCRETE WALKWAY AND GROUT

OPENING OF REMAINING PIPE

REMOVE CONCRETE

PAVEMENT

REMOVE DRAIN PIPE

AND GROUT OPENING TO

STORM INLET STRUCTURE

SCALE: 1" = 20'

20' 40'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 1:46:13 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CD.DWG

CD101

D E

M O

L I T

I O

N

P

L A

N

G

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

NOTES

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

LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFYING ALL FEATURES AND UTILITIES IDENTIFIED TO BE

REMOVED.

3. DEMOLITION MAY COMMENCE UPON SATISFACTORY

INSTALLATION OF INITIAL EROSION CONTROL MEASURES,

AS ACCEPTABLE BY THE COR.

4. SECTIONS OF TEMPORARY CONSTRUCTION FENCING, AT

CONNECTIONS TO EXISTING ROADWAYS, MAY BE

REMOVED AND REPLACED WITH ROAD CONSTRUCTION

CONES OR BARRELS, AS NECESSARY.

5. REFER TO ELECTRICAL PLAN SHEETS FOR SPECIFIC

REQUIREMENTS REGARDING REMOVED, REPLACED,

RELOCATED, OR DEMOLISHED ELECTRICAL AND

COMMUNICATIONS UTILITIES.

6. REFER TO MECHANICAL PLAN SHEETS FOR SPECIFIC

REQUIREMENTS REGARDING REMOVED, REPLACED,

RELOCATED, OR DEMOLISHED MECHANICAL UTILITIES.

7. AUD IS RESPONSIBLE FOR REMOVAL, REPLACEMENT,

RELOCATION, AND/OR MODIFICATION OF ALL SITE WATER

AND SANITARY SEWER UTILITIES, OUTSIDE OF THE 5' LINE

MEASURED FROM THE FACE OF ANY BUILDING, PER FORT

GORDON UTILITY DEMARCATION GUIDELINES.

8. SAWCUT FULL DEPTH CONCRETE, TO BE REMOVED, AT

THE NEAREST JOINT TO PREVENT CRACKING OF EXISTING

CONCRETE TO REMAIN.

9. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR

DEMOLITION & REMOVAL OF MECHANICAL ROOM AND

COURTYARDS/PATIOS (FRONT AND INTERIOR).

10. COORDINATE SIDEWALK REMOVALS WITH PRIVATIZED

UTILITY CONTRACTORS. SEE SHEET CU101 AND

ELECTRICAL AND COMMUNICATION PLANS.

11. SEE SHEET CS101 FOR CONCRETE WORK REFERENCE

COORDINATES

5' - 5 3/4"

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

D SDMH

LIGHT POLE

ELECTRIC TRANFORMER

TELEPHONE BOX

D SDMH

LOC

LIMITS OF CONSTRUCTION

(LOC)

E

H

O S

P I T

A L

R

O A

D

TEMPORARY

CONSTRUCTION FENCING

20' SWING GATE

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

8" CONCRETE

BOLLARD

BARRACKS

BUILDING

FFE=474.56

TIE INTO THE EXISTING

SIDEWALK AT EXISTING

JOINT AND MATCH WIDTH

TIE INTO THE EXISTING

SIDEWALK

TIE INTO THE EXISTING

SIDEWALK

TIE INTO THE EXISTING

SIDEWALK

TIE INTO THE EXISTING

SIDEWALK

TIE INTO THE EXISTING SIDEWALK AT

EXISTING JOINT OR BOTTOM OF STEP

N: 1247309.86

E: 667986.65

N: 1247309.86

E: 668017.23

N: 1247330.77

E: 667986.59

N: 1247330.86

E: 668017.10

N: 1247365.92

E: 668111.60

N: 1247395.58

E: 668111.60

N: 1247410.97

E: 668099.95

N: 1247409.29

E: 668094.95

N: 1247407.37

E: 668096.40

N: 1247352.53

E: 668095.04

N: 1247350.86

E: 668100.07

N: 1247413.68

E: 668066.73

N: 1247426.73

E: 668059.53

N: 1247433.91

E: 668059.52

N: 1247451.90

E: 668035.39

N: 1247451.86

E: 667962.77

N: 1247434.55

E: 667952.93

N: 1247429.95

E: 667962.77

N: 1247422.74

E: 667939.77

N: 1247422.82

E: 667888.12

N: 1247415.31

E: 667888.07

N: 1247412.84

E: 667897.99

N: 1247412.80

E: 667920.66

N: 1247394.22

E: 667887.36

N: 1247367.51

E: 667888.00

N: 1247338.64

E: 667888.00

N: 1247356.47

E: 667897.55

6.0' 6.0'

6.0'

5.0'

5.0'

6.0'

10.0'

33'

UNOBSTRUCTED

SPACE

8" CONCRETE

BOLLARD

33' UNOBSTRUCTED

SPACE

33' UNOBSTRUCTED

SPACE

N: 1247258.88

E: 667887.57

N: 1247288.38

E: 667887.57

N: 1247309.76

E: 667887.57

N: 1247309.77

E: 667897.51

6.5'

6.0'

6.0'

6.5'

N: 1247434.06

E: 668099.83

TIE INTO THE EXISTING

SIDEWALK

N: 1247343.74

E: 667991.61

N: 1247288.38

E: 667897.57

EMERGENCY VEHICLE ACCESS ROAD

(CONCRETE PAVEMENT)

15.1'

N: 1247288.38

E: 668090.19

10.0'

N: 1247273.98

E: 667897.57

8" CONCRETE

BOLLARD. SEE

CE501 DETAILS

N: 1247309.86

E: 668090.19

SCALE: 1" = 20'

20' 40'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 2:00:38 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CS.DWG

CS101

S I T

E

P

L A

N

S

W

O O

D A

R D

S

W

O O

D A

R D

M

K

O L A

S I N

S

LEGEND, AND ABBREVIATIONS.

2. SEE CS501 SHEET FOR SITE DETAILS.

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 9:06:44 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CS.DWG

CS501

S I T

E

D

E T

A I

W

O O

D A

R D

S

W

O O

D A

R D

M

K

O L A

S I N

S

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

8" PIPE BOLLARD

N.T.S.

3/4" CONCRETE CROWN

8" DIA STEEL PIPE

(CONCRETE FILLED)

PAINTED SAFETY YELLOW

1/2" EXPANSION JOINT

ADJACENT PAVING

M

I N

3,000 PSI

CONCRETE

ANCHOR

24"

NOTES:

1. TOP OF SEALANT WILL BE 1/4" BELOW TOP OF PAVEMENT.

POURED JOINT SEALANT DETAIL

FOR SIDEWALK

(BACKER MATERIAL)

N.T.S.

EXPANSION

JOINT

POURED

SEALANT

PAVEMENT SURFACE

BACKER

MATERIAL

JOINT

BOTTOM

PRE-MOULDED

JOINT FILLER

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 TOP 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)

CONTRACTION

JOINT

SPACING

1/2�

�1/2

SW CJ

EJ

NON-VEHICULAR CONCRETE SIDEWALKS

48 FT

10 FT

5 FT

50 FT

7 FT

7 FT

49 FT

6 FT 6 FT

48 FT

5 FT

5 FT

NOTES FOR PAVEMENT SECTIONS:

1. SEE THIS SHEET FOR JOINT AND REINFORCEMENT LAYOUT

2. EXPANSION JOINTS SHALL BE INSTALLED ADJACENT TO ALL STRUCTURES,

FOOTINGS, AND OTHERS IMPROVEMENTS.

NOTES:

1. SIDEWALKS SHALL BE 4 INCH THICK

2. SIDEWALKS WITH WIDTHS EXCEEDING 6 FEET SHALL HAVE A LONGITUDINAL CONTRACTION

JOINT IN THE CENTER OF THE SIDEWALK.

SIDEWALK

WIDTH

CONTRACTION JOINT

SPACING

EXPANSION JOINT

SPACING

1/2�

STANDARD JOINT LAYOUT FOR

CONCRETE SIDEWALKS

N.T.S.

GENERAL NOTES FOR CONCRETE SIDEWALKS:

1. SIDEWALKS SHALL HAVE A MINIMUM THICKNESS OF 4"

2. CONTRACTION JOINTS SHALL BE FORMED (OR SAWCUT) TO A DEPTH EQUAL TO

OF THE

THICKNESS OF THE SIDEWALK AND EDGED WITH

RADIUS.

3.

" - EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 50

FEET AND WHERE WALKS ABUTS OTHER CONCRETE STRUCTURES EXCLUDING WALKS

LAND PARALLEL AND ABUTTING CURB AND GUTTER ADJACENT TO BITUMINOUS

PAVEMENT.

4. A LAYER OF 15" BUILDING FELT IS REQUIRED BETWEEN WALK AND ADJACENT

PARALLELING CONCRETE CURB

5. WHEN SIDEWALKS ABUT ROADWAYS WITH NO CURB OR CURB AND GUTTER, THICKEN

WALK TO 6" IN 3'-0" FOR 4" SIDEWALKS.

6. TRANSVERSE SLOPES ON SIDEWALKS SHALL BE

" PER FT.

7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI

8. NEW SIDEWALK SHALL MATCH THE WIDTH AND THICKNESS OF THE EXISTING SIDEWALK

REMOVED WHEN THE SIDEWALK WAS REMOVED FOR UTILITY CONSTRUCTION, UNLESS

NOTED OTHERWISE.

9. COORDINATE FORMING OF SIDEWALKS WITH INSTALLATION OF UTILITIES AND BOLLARDS

PROTRUDING CONCRETE. THESE SECTIONS OF SIDEWALKS SHALL BE REINFORCED WITH

WELDED WIRE FABRIC.

10. ALL SIDEWALKS SHALL BE REINFORCED WITH WELDED WIRE FABRIC IF THE SHAPE

BETWEEN THE JOINTS IS NOT RECTANGULAR AND/OR WIDTH TO LENGTH RATIO IS

GREATER THAN 1.25.

11. WELDED WIRE FABRIC USED IN REINFORCEMENT OF SIDEWALKS SHALL BE IN MAT

FORMED NOT ROLLED.

12. SIDEWALK WIDTH GREATER THAN 6 FEET SHALL HAVE A LONGITUDINAL CONTRACTION

JOINT CUT IN THE CENTER OF THE SIDEWALK . TRANSVERSE CONTRACTION JOINTS SHALL

EQUAL THE DISTANCE FROM ONE EDGE OF SIDEWALK TO THE CENTER CONTRACTION

JOINT.

CONCRETE SIDEWALK DETAIL

N.T.S.

REINFORCED CONCRETE SIDEWALK DETAIL

N.T.S.

2.5"

REINFORCED CONCRETE

WITH 6X6 W2.9 X W2.9 WWF

COMPACTED SUBGRADE

COMPACTED SUBGRADE

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

472.628

H\T

471.310

472.678

H\T

478.711

PK

C

COMM. MANHOLE

FIRE HYDRANT

478.364

NAIL

473.326

NAIL

C

WATER VALVE

WATER VALVE

FIRE HYDRANT

E

ELECTRIC MANHOLE

C

COMM. MANHOLE

D SDMH

WATER VALVE

WATER VALVE

WATER VALVE

WATER VALVE

LIGHT POLE

ELECTRIC TRANFORMER

TELEPHONE BOX

D SDMH

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

SD SD SD SD SD

SD

SD

SD

SD

SD

SD SD SD SD

S D

SD

SD

S D

S D

S D

S D

SD SD

SD

LOC

LIMITS OF CONSTRUCTION

(LOC)

SDDI

RIM:473.11

INV.OUT:464.36

INV.IN (a):469.11

INV.IN (b):464.36

SDDI

RIM:478.19

INV.OUT:470.49

INV.IN (a):473.01

INV.IN (b):472.74

SDDI

RIM:472.88

INV.OUT:466.14

INV.IN (a):466.20

INV.IN (b):468.62

INV.IN (c):468.82

SDDI

RIM:472.84

INV.OUT:465.48

INV.IN (a):469.22

INV.IN (b):465.48

SDDI

RIM:477.31

INV.OUT:469.33

INV.IN:472.48

SDDI

RIM:477.59

INV.OUT:474.89

SDDI

RIM:477.20

INV.OUT: 470.07

INV.IN: 474.55

SDDI

RIM:473.08

INV.OUT:468.41

INV.IN:468.68

SDDI

RIM:473.22

INV.OUT:467.62

INV.IN (a):467.62

INV.IN (b):468.19

SDDI

RIM:473.15

INV.OUT:467.11

INV.IN (a):467.36

INV.IN (b):468.57

SDDI

RIM:472.78

INV.OUT:468.58

INV. IN:468.68

SDDI

RIM:472.22

INV.OUT:456.07

INV.IN:463.00

E

H

O S

P I T

A L

R

O A

D

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

BARRACKS

BUILDING

FFE=474.56

473.40

473.37

473.15

473.20

473.10

473.51

473.47

473.64 473.42

473.36

473.36

473.64

473.44

472.77

473.40

473.50

472.97

473.40

473.10

473.00

473.40

472.10

472.80

DI#1

DI#2

472.92

FFE

474.56

FFE

474.56

474.45

473.90

474.00

474.00 474.20

474.02

473.60 473.30

FFE

474.56

FFE

474.56

FFE

474.56

FFE

474.56

FFE

474.56

474.45

TS.474.50

BS.474.00

473.90

473.65

474.30

473.30

474.50

473.10

LP:472.50

474.03

474.40

474.50

474.50

474.40

474.30

474.56

474.50

474.30

TS:474.50

BS:474.00

474.00

473.80

473.80

474.40

474.40

474.40

474.50

474.50

474.40

474.40

474.30

473.75

473.80

474.20

474.50

473.30

474.10

474.00

473.80

473.80

473.90

473.45

473.30

473.40 473.40

LP:472.50

474.50

474.20

FFE

474.56

474.20

474.30

474.12

473.60

473.70

473.60

473.50

473.60

473.60

473.20

473.10

473.50

473.20

474.45

474.50

473.98

473.95

473.45

474.45

474.30

474.20

473.45

474.45

474.45

474.20

474.30

473.45

473.45

474.54

474.46

473.45

474.20

S L O

N

S L O

N

STORM STRUCTURE TABLE

STRUCTURE

NAME:

DI#1

DI#2

EX. DI

DETAILS:

DROP INLET

N: 1247338.79

E: 667985.26

RIM: 472.50

INV OUT (EX. DI): 469.50

DROP INLET

N: 1247337.96

E: 668016.41

RIM: 472.50

INV OUT (EX. DI): 469.50

EX. DROP INLET

N: 1247320.61

E: 668002.57

RIM: 472.78

INV IN (DI#1): 469.20

INV IN (DI#2): 469.20

SCALE: 1" = 20'

20' 40'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 2:01:39 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CG.DWG

CG101

G R

A D

I N

G

A

A

I N

A G

E

P

L A

N

G M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

LEGEND, AND ABBREVIATIONS.

2. PROPOSED CONTOUR INTERVAL IS 1.0 FOOT WITH MAJOR

CONTOURS EVERY 5.0 FEET.

3. ROOF DOWNSPOUTS WILL DISCHARGE ONTO CONCRETE

SPLASH BLOCKS, IN ORDER TO DIRECT STORMWATER AWAY

FROM THE FOUNDATION. SEE ARCHITECTURAL PLANS FOR

DOWNSPOUT LOCATIONS.

4. ALL PAVED AREAS ADJACENT TO THE FOUNDATION OF A

BUILDING WILL HAVE ELEVATIONS 1/4" BELOW THE FINISHED

FLOOR ELEVATION, BELOW MASONRY WEEP HOLES, AND/OR

EXPOSED MASONRY FLASHING DRIP EDGE IF THERE IS ANY

EXISTING OR TO BE INSTALLED AT LOCATIONS THAT ABUT NEW

PAVING. GRADES SHALL MAINTAIN POSITIVE DRAINAGE AWAY

FROM BUILDING

5. ALL GRASSED AREAS ADJACENT TO THE FOUNDATION OF A

BUILDING WILL HAVE AN ELEVATION 8" BELOW THE FINISHED

FLOOR ELEVATION UNLESS SHOWN OTHERWISE.

6. ALL GRASSED AREAS ADJACENT TO THE FOUNDATION WILL

HAVE A MINIMUM SLOPE OF 5%, AWAY FROM THE BUILDING, FOR

THE FIRST 10 FEET.

7. ALL CONCRETE WALKWAYS AND ACCESS LANE SHALL NOT

EXCEED A 5% CROSS SLOPE AND SHALL AT A MINIMUM SLOPE

1% AWAY FROM BUILDING .

8. PROPOSED GRADING WILL TIE BACK TO EXISTING GRADES

ALONG ALL LIMITS OF CONSTRUCTION, UNLESS SHOWN

OTHERWISE.

9. EMERGENCY ACCESS LANE REPLACEMENT SHALL SLOPE AWAY

FROM BUILDING AT MINIMUM OF 1% AND DRAIN TOWARDS

INLETS ON SOUTH SIDE OF LANE.

10. SEE CG501-CG502 FOR STORM DRAINAGE DETAILS.

11. SEE CE103 FOR SOIL RESTORATION AND GRASSING DETAILS.

SEE SHEETS CG501 & CG502 FOR THE APPLICABLE

STORM INSTALLATION DETAILS

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 9:09:48 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CG.DWG

CG501

G R

A D

I N

G

A

A

I N

A G

E

D

E T

A I

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

DRAIN INLET

FRAME AND GRATE

N.T.S.

1'-6"

2"1'-1"2"

1'-0"

2'-7"

3'-0"

1'-6"

CONCRETE SPLASH BLOCK

N.T.S.

PLAN

FRONT

ISOMETRIC

SIDE

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

J U

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 9:10:11 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CG.DWG

CG502

G R

A D

I N

G

A

A

I N

A G

E

D

E T

A I

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

NOTE: ADJUST MINIMUM SIZE UP TO MATCH GRATE PROPOSED ON CG501

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

BARRACKS

BUILDING

FFE=474.56

EMERGENCY VEHICLE ACCESS ROAD

(CONCRETE PAVEMENT)

S

LOC

17 SPA @ 11.92' = 202.62'

SCALE: 1" = 10'

10' 20'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

--M A

Y

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

CORRECTED FINAL SUBMITTAL (NOT FOR CONSTRUCTION)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 2:02:47 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CP.DWG

CP101

P A

V E

M E

A

N

G

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

LEGEND, AND ABBREVIATIONS.

2. SEE CP501 SHEET FOR PAVEMENT DETAILS.

3. PAVEMENT PLAN IS FOR INFORMATION ONLY. CONTRACTOR

WILL SUBMIT OFFICIAL PAVEMENT PLAN PRIOR TO

CONSTRUCTION OF EMERGENCY VEHICLE LANES.

4. SEE CG101 SHEET FOR GRADE ELEVATIONS AND SLOPES.

LEGEND:

TYPE A - EXPANSION JOINT

TYPE A1 - DOWELED CONSTRUCTION

JOINT BETWEEN EXISTING AND

PROPOSED PAVEMENT

TYPE B - TIE BAR CONTRACTION JOINT

TYPE D - DUMMY CONTRACTION JOINT

REINFORCED SLAB

A

A1

B

D

B

A1

A1

A

DDDDDDDDDDDDDDDD

A AA

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

--M A

Y

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

R E

P A

R

R A

I L D

I N

G

F O

R

D O

N

G

E O

R G

I A

CORRECTED FINAL SUBMITTAL (NOT FOR CONSTRUCTION)

S

B

A R

B I N

A

K6ENDGTM 6/24/2021 9:11:28 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CP.DWG

CP501

P A

V E

M E

T

A I

M

U S

E

G

M

U S

E

M

K

O L A

S I N

S

NOTES:

PROVIDE 1/4 " DEEP SAWED CONTROL

JOINTS 15' C/C MINIMUM

CONCRETE PAVEMENT SECTION

FOR EMERGENCY ACCESS ROADS

N.T.S.

8" CONCRETE

4" AGGREGATE BASE COURSE

24" COMPACTED SUBGRADE

REINFORCED SLAB

N.T.S.

NOTES:

1. h d

= PAVEMENT THICKNESS

2. CONCRETE PAVEMENT REINFORCEMENT SHALL BE WELDED

WIRE FABRIC 6" X 6" - W4.0 X W4.0 AND CONFORM TO ASTM A185.

3. REINFORCEMENT SHALL END 3" FROM JOINTS

4. REINFORCEMENT SHALL BE SUPPORTED AT THE DEPTH SHOWN

WITH MAT SUPPORT CHAIRS.

h d h d

WELDED WIRE FABRIC

6" X 6" - W4.0 X W4.0

NOTES:

1. DEPTH (D) OF SEALANT EQUAL 1 TO 1.5 TIMES THE WIDTH (W) OF THE SEALANT RESERVOIR.

2. WIDTH (W) OF SEALANT RESERVOIR IS 1/2" +/- 1/8" FOR CONTRACTION AND CONSTRUCTION

JOINTS AND 3/4" +/- 1/8" FOR EXPANSION JOINTS.

3. DEPTH OF INITIAL SAWCUT (T).

4. TOP OF SEALANT WILL BE 1/4" BELOW TOP OF PAVEMENT.

POURED JOINT SEALANT DETAILS

FOR RIGID PAVEMENT

(WITH BACKER MATERIAL)

N.T.S.

CONTRACTION

JOINT

CONSTRUCTION

JOINT

EXPANSION

JOINT

POURED

SEALANT

D

WWW

PAVEMENT SURFACE

POURED

SEALANT

T

BACKER

MATERIAL

BACKER

MATERIAL

JOINT

BOTTOM

BUTTED

JOINT

CRACK

JOINT

BOTTOM

INITIAL SAWCUT

OR INSERT

W

JOINT

FILLER

TYPE B - TIE BAR

CONTRACTION JOINT

N.T.S.

NOTES:

1. TIE BARS ARE TO BE SUPPORTED BY BASKET ASSEMBLIES.

30 30

1/2-INCH BAR

PAVEMENT

THICKNESS

INCHES

MAXIMUM

TIE BAR

SPACING

INCHES

MAXIMUM

TIE BAR

LENGTH

INCHES

BAR DIA. &

TYPE

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

DW

R E

F

D W

R E

F

FIRE HYDRANT

WATER VALVE

WATER VALVE

FIRE HYDRANT

E

ELECTRIC MANHOLE

C

COMM. MANHOLE

D SDMH

WATER VALVE

WATER VALVE

WATER VALVE

WATER VALVE

LIGHT POLE

ELECTRIC TRANFORMER

TELEPHONE BOX

D SDMH

C H

W S

C H

W S

CHWS

CHWS

CHWS

CHW

S

C

H

W

S

CHWS

CHWS

CHWS

CHWS

CHWS

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

SD SD SD SD SD

SD

SD

SD

SD

SD

SD SD SD SD

S D

SD

SD

S D

S D

S D

S D

SD SD

SD

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S

A

N

S

A

N

LOC

LIMITS OF CONSTRUCTION

(LOC)

S

SSMH

RIM:472.71

C/L INV.:464.99

S

SSMH

RIM:473.60

INV. OUT:464.17

INV. IN (a):464.40

INV. IN (b):464.40

INV. IN (c):464.42

S

SSMH

RIM:473.53

C/L INV.:469.19

S

SSMH

RIM: 460.24

C/L INV.: 449.90

S

SSMH

RIM: 471.75

C/L INV.: 462.37

E

H

O S

P I T

A L

R

O A

D

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

BARRACKS

BUILDING

FFE=474.56

H

E S

E S

E S

E S

E S

E S

E S

E S

E S

E

S

ES

E

S

E S

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C

C O

M x

C

C O

M

C O

M

C O

M

C O

M

C O

M

C O

M

C O

M

C O

M

C O

M

MH-108C

W

W W

W W

W

W

W W

W W

W W

W W

W

W W

W

S

A

N

S

A

N

S

A

N

S

A

N

S A

N

S A

N

S A

N

S

A

N

S

A

N

S

A

N