Atch_2_-_Drawings,_Rpr_AVB_Post_4.pdf

SCALE: NOT TO SCALE

AREA LOCATION MAP

SCALE: NOT TO SCALE

BASE LOCATION MAP

REPAIR ACTIVE VEHICLE BARRIER POST 4 - FA4418-15-D-0007

JOINT BASE CHARLESTON, SOUTH CAROLINA WEAPONS STATION

FINAL SUBMITTAL

21 JULY 2017

# OF SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

CIVIL

2 VF101 OVERALL EXISTING TOPOGRAPHIC SURVEY

3 VF102 EXISTING TOPOGRAPHIC SURVEY - AREA A

4 VF103 EXISTING TOPOGRAPHIC SURVEY - AREA B

5 VF104 EXISTING TOPOGRAPHIC SURVEY - AREA C

Grand total: 50

INDEX OF DRAWINGS

N

N

SITE LOCATION

AREA OF

PROJECT

D S

G N

B

Y

D R

W

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

S

T A

T I O

N

S

O U

H

C

A R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson 300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637 252.649.0334

G

E W

BAIR AS

IN628TH

IR

A D

MA

N

COM

MO

IT Y

BIL

IR

A D

MA

N

COM

MO

IT Y

BIL

D K

V

R E

P A

I R

T

I V

E

V

E H

I C

L E

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

E M

J R

C

T E

S

M L J B

C O

V E

R

S

H E

E T

G-001

CD101 OVERALL CIVIL DEMOLITION PLAN

CD102 CIVIL DEMOLITION PLAN - AREA A

CD103 CIVIL DEMOLITION PLAN - AREA B

S-001 GENERAL STRUCTURAL NOTES & DESIGN LOADS

S-101 STRUCTURAL FOUNDATION & FRAMING PLANS

S-301 STRUCTURAL SECTIONS

S-501 TYPICAL STRUCTURAL DETAILS

A-001 ABBREVIATIONS & LEGENDS

A-002 GENERAL NOTES & SYMBOLS

A-101 FLOOR PLAN, RCP, & ROOF PLAN

A-201 EXTERIOR ELEVATIONS

STRUCTUAL

ARCHITECTURAL

A-301 SECTIONS & DETAILS

MECHANICAL

M-001 GENERAL NOTES & LEGENDS

M-101 NEW WORK PLAN

LP101 LIFE SAFETY PLAN

FIRE PROTECTION

E-001 ELECTRICAL GENERAL NOTES & LEGEND

ES101 OVERALL ELECTRICAL SITE PLAN

ES102 ELECTRICAL DEMOLITION SITE PLAN - AREA A

ES103 ELECTRICAL DEMOLITION SITE PLAN - AREA B

ES104

ES105

ELECTRICAL NEW WORK SITE PLAN - AREA A

ELECTRICAL NEW WORK SITE PLAN - AREA B

E-501 LIGHTING DETAILS & SCHEDULE

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

48 E-401 ENLARGED ELECTRICAL BLDG. 3211

ELECTRICAL

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

CS101 OVERALL CIVIL SITE PLAN

CS102 CIVIL SITE PLAN - AREA A

CS103 CIVIL SITE PLAN - AREA B

CG101 OVERALL CIVIL GRADING, DRAINAGE, SEDIMENT &

EROSION CONTROL PLAN

CG102 CIVIL GRADING, DRAINAGE, SEDIMENT & EROSION

CONTROL PLAN - AREA A

CG103 CIVIL GRADING, DRAINAGE, SEDIMENT & EROSION

CONTROL PLAN - AREA B

C-504 CIVIL DETAILS

CT102 CIVIL PAVEMENT MARKINGS & SIGNAGE PLAN - AREA A

CT101 OVERALL CIVIL PAVEMENT MARKINGS & SIGNAGE PLAN

A-302 ARCHITECTURAL DETAILS35

A-501 ROOF DETAILS

47 ES401 ENLARGED AREA PLAN - INSET 1

C-505 CIVIL DETAILS

PH103

PH102

PH101 CIVIL SITE PHASING PLAN

CIVIL SITE PHASING PLAN

CIVIL SITE PHASING PLAN

A-601 DOOR SCHEDULES AND DETAILS

E-502 ELECTRICAL DETAILS

CG104 STAGING AREA AND HAUL ROUTE

DKGV 13-2150

1. SURVEY PROVIDED BY: MA ENGINEERING CONSULTANTS, INC.

2. HORIZONTAL DATUM: NAD 1983/2011(SC)

VERTICAL DATUM: NAVD 1988

3. SURVEY BASED ON PHYSICAL EVIDENCE FOUND ON JANUARY 2017.

4. UTILITY INFORMATION BASED ON OBSERVED INFORMATION, GEOPHYSICAL LOCATING, AND GIS MAPPING.

5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT REPORT. MA

ENGINEERING CONSULTANTS, INC., DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR MAY

NOT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.

6. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED.

7. THE OFF-SITE RIGHT-OF-WAY/PROPERTY LINE SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES ONLY.

THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAY/PROPERTY LINES SURVEYED, AND DOES NOT

CERTIFY TO THE RIGHT-OF-WAY WIDTH/PROPERTY LINE OF ANY ADJACENT PROPERTIES.

8. THE SUBJECT PROPERTY IS LOCATED WITHIN 2000' OF A HORIZONTAL NGS MONUMENT.

9. HORIZONTAL COORDINATES BASED UPON VRS GPS OBSERVATIONS USING SPECTRA PRECISION "SP 80"

UNITS. THE NETWORK POSITIONAL ACCURACY OF THE VRS DERIVED POSITIONAL COORDINATES MEETS OR

EXCEEDS THE CLASS A HORIZONTAL POSITIONS. COORDINATES BASED UPON GEOID 12B NSRS 2011 AND

HAVE A 95% CONFIDENCE RATING. VERTICAL DATUM HAS BEEN ADJUSTED TO NAVD '88.

10.PROPERTY MAY BE SUBJECT TO UNRECORDED RIGHT-OF-WAYS OR EASEMENTS NOT OBSERVED.

11.THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE BASED ON FIELD

OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROVIDED BY OTHERS. THE INFORMATION IS

NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

12.THE CONTRACTOR SHALL ADHERE TO JBC INSTALLATION ACCESS, DIG PERMIT, AND UTILITY FLAGGING

COORDINATION PROCEDURES. PROVIDE ADEQUATE NOTICE TO RELEVANT PARTIES PRIOR TO

COMMENCEMENT OF EXCAVATION OF DEMOLITION.

GENERAL NOTES

S C

O S

C O

X

X

X

SEE GATO

R RO

AD

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

A B C

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: NOT TO SCALE

OVERALL EXISTING TOPOGRAPHIC SURVEY

E M

E M

J R

C

R W

P

R W

P

O V

E R

A L

L

E

X I S

T I N

G

T

O P

O G

R A

P H

U R

V E

Y

VF101

N

REFERENCE: GOOGLE MAPS (2017)

BUILDING 3210

GROUND WATER MONITORING

WELLS (TYP.)

ELEC.

TRANSFORMER

ACTIVE

VEHICLE

BARRIERS

JERSEY

BARRIER

WALL (TYP)

SWMU 62

SWMU 62SWMU 62

SWMU 62

DIGITAL KIOSK

GROUND WATER

MONITORING

WELLS (TYP.)

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA A

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

BUILDING OUTLINE

UNDERGROUND COMMUNICATION LINE

UNDERGROUND ELECTRICAL

CURB & GUTTER

STORM DRAIN LINE

CENTERLINE

TREE LINE

CONCRETE PAVEMENT

WATER VALVE

CCTV CAMERA POSITION

STORM DRAIN INLET

FENCE LINE

WATER LINE

X X X

BOLLARD

MONITORING WELL

SMWU

ASPHALT PAVEMENT

HANDHOLE

BUILDING CANOPY

TELECOM STRUCTURE

LIGHT POLE

SURVEY INFO SYMBOL

E M

E M

J R

C

R W

P

R W

P

E X

I S

T I N

G

T

O P

O G

R A

P H

R

V E

Y

A

R E

A

A

VF102

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

REFERENCE: GOOGLE MAPS (2017)

1. REFER TO DRAWING VF101 FOR ADDITIONAL SURVEY

NOTES.

2. SWMU SHOWN FROM INSTALLATION BASE MAPPING

DATABASE, LIMITS HAVE NOT BEEN SURVEYED.

GENERAL NOTES:

TRN #100

N:391409.38

E:2313256.31

ELEV.:30.250

TRN #101

N:391697.15

E:2313196.20

ELEV.:35.118

S C

O S

C O

X

X

X

X

X

X

X

X

X

X

DROP INLET

RIM: 34.28'

INV OUT: 30.73'

BUILDING

BUILDING 3209

BUILDING 3206

ELEC.

TRANSFORMER

ELEC. METER

PANEL

BACK FLOW PREVENTER

END NOT

FOUND

X

X

X

X

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

C

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

C

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA B

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

BUILDING OUTLINE

UNDERGROUND COMMUNICATION LINE

UNDERGROUND ELECTRICAL

CURB & GUTTER

SEWER LINE

CENTERLINE

TREE LINE

CONCRETE PAVEMENT

WATER VALVE

CCTV CAMERA POSITION

STORM DRAIN INLET

FENCE LINE

WATER LINE

X X X

BOLLARD

MONITORING WELL

ASPHALT PAVEMENT

HANDHOLE

BUILDING CANOPY

TELECOM STRUCTURE

LIGHT POLE

SURVEY INFO SYMBOL

ELECTRICAL MANHOLE

BACKFLOW PREVENTER

E M

E M

J R

C

R W

P

R W

P

E X

I S

T I N

G

T

O P

O G

R A

P H

R

V E

Y

A

R E

A

B

VF103

LEGEND:

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

1. REFER TO DRAWING VF101 FOR ADDITIONAL SURVEY

NOTES.

GENERAL NOTES:

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X X

X

GROUND WATER

MONITORING

WELLS (TYP.)

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

C

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

C

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA C

EDGE OF ASPHALT

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRICAL

CURB & GUTTER

STORM DRAIN LINE

CCTV CAMERA POSITION

FENCE LINE

X X X

BOLLARD

ASPHALT PAVEMENT

HANDHOLE

LIGHT POLE

WETLAND

E M

E M

J R

C

R W

P

R W

P

E X

I S

T I N

G

T

O P

O G

R A

P H

R

V E

Y

A

R E

A

C

VF104

LEGEND:

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

1. REFER TO DRAWING VF101 FOR ADDITIONAL

SURVEY NOTES.

2. WETLANDS SHOWN ARE FROM INSTALLATION

BASE MAPPING DATABASE, LIMITS HAVE NOT

BEEN SURVEYED.

GENERAL NOTES:

O S

C O

X

SEE GATO

R RO

AD

X

X

X

X

X

X

A B C

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: NOT TO SCALE

OVERALL CIVIL DEMOLITION PLAN

E M

E M

J R

C

R W

P

R W

P

O V

E R

A L

L

C

I V

D

M

O L

I T

I O

N

P

L A

N

CD101

NO SITE DEMOLITION IN THIS AREA

SHEET NOT INCLUDED

N

REMOVE BUILDING 3210,

CONCRETE WALK, AND BASE MATERIAL.

PLACE ACCEPTABLE MATERIAL IN ORDER

TO MATCH SURROUNDING FINISH GRADE.

PLACE GRASS SEED IN ACCORDANCE

WITH INSTALLATION SEEDING SPEC.

BUILDING 3210 REQUIRES A SCDHEC

DEMOLITION PERMIT PER R61-86.1 AND

SPECIFICATIONS 01 57 19/20.

CONTRACTOR SHALL ACQUIRE PERMIT

PRIOR TO STRUCTURE DEMOLITION.

ELEC.

TRANSFORMER

SWMU 62SWMU 62

SWMU 62

REMOVE EXISTING ACTIVE

VEHICLE BARRIERS,

FOUNDATIONS, AND BASE

MATERIAL

CLEAR AND GRUB APPROX. 500 SF

VEGETATION, TREES AND STUMPS

TO LIMITS SHOWN

CLEAR AND GRUB APPROX. 1850 SF

VEGETATION, TREES AND STUMPS TO

LIMITS SHOWN

REMOVE BOLLARD, FOOTING,

AND BASE MATERIAL

REMOVE BOLLARD,

FOOTING, AND BASE

MATERIAL (TYP. OF 2)

REMOVE EXISTING ACTIVE VEHICLE

BARRIER CONTROL PANELS,

FOUNDATION, AND BASE MATERIAL.

FULL DEPTH SAWCUT AND REMOVE

ASPHALT PAVEMENT AND BASE MATERIAL.

MILL TOP 1

" SURFACE COURSE FOR OVERLAY

APPROX. 2' BEYOND SAWCUT

DISCONNECT AND

REMOVE EXISTING

BARRIER SIGNALS

(TYP. OF 4)

DISCONNECT AND REMOVE

EXISTING BARRIER SIGNALS

REMOVE CONCRETE JERSEY

BARRIERS AS NECESSARY TO

PERFORM PAVEMENT DEMOLITION.

RELOCATE TEMPORARILY TO

AN INSTALLATION-ACCEPTABLE

LOCATION

REMOVE CONCRETE JERSEY

BARRIERS AS NECESSARY TO

PERFORM PAVEMENT DEMOLITION.

RELOCATE TEMPORARILY TO

AN INSTALLATION-ACCEPTABLE

LOCATION

FULL DEPTH SAWCUT

AND REMOVE ASPHALT

PAVEMENT, LOOP

DETECTOR SENSORS,

AND BASE MATERIAL.

MILL TOP 1

" SURFACE COURSE

FOR OVERLAY APPROX. 2'

BEYOND SAWCUT

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

75.75'

.9

93.3'(TYP.)

24.1'

16.0'

16.0'

50.0'

INSTALLATION RESTORATION AREA:

"LANDFILL SITE AT 1ST STREET AND AVENUE A-B",

DESIGNATED SWMU 62 PER EXISTING RESOURCE

CONSERVATION AND RECOVERY ACT PERMIT.

SOIL AND GROUNDWATER CONTAMINATION EXIST

IN THIS AREA. REFER TO DRAWING C-501 FOR LAND

DISTURBANCE ENVIRONMENTAL REQUIREMENTS.

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

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MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

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E A

P O

A

T I O

N

S

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O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

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I N

G

R

E V

I S

I O

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V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

CIVIL DEMOLITION PLAN - AREA A

N

GRAPHIC SCALE

30' 0 30' 60'

SCALE: 1" = 30'

E M

E M

J R

C

R W

P

R W

P

C I V

M

O L

I T

I O

N

P

L A

N

A

R E

A

A

CD102

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE / STRUCTURE

UNDERGROUND COMMUNICATION LINE

UNDERGROUND ELECTRICAL

TREE LINE

CONCRETE PAVEMENT

WATER VALVE

COMMUNICATION STRUCTURE

STORM DRAIN INLET

BOLLARD

MONITORING WELL

HANDHOLE

TELECOM STRUCTURE

LIGHT POLE

EXISTING

FULL DEPTH SAWCUT LINE

REMOVE SITE FEATURE

NEW

1. THE CONTRACTOR SHALL ADHERE TO JBC INSTALLATION ACCESS, DIG

PERMIT, AND UTILITY FLAGGING COORDINATION PROCEDURES. PROVIDE

ADEQUATE NOTICE TO RELEVANT PARTIES PRIOR TO COMMENCEMENT OF

EXCAVATION OF DEMOLITION. OBTAIN COPY OF APPROVED EROSION

CONTROL PERMIT AND OTHER GRADING AND LAND DISTURBANCE PERMITS

REQUIRED BY JBCHS, NWS.

2. SEE C-501 FOR ALL ADDITIONAL ENVIRONMENTAL REQUIREMENTS FOR

JOINT BASE CHARLESTON WEAPONS (INCLUDING GROUNDWATER

MONITORING WELLS, INVESTIGATIVE-DERIVED WASTE, DEWATERING /

CONTAMINATED GROUNDWATER, AND CONTAMINATED SOIL AND

DISPOSAL).

3. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF TO

AN APPROVED FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE

MATERIALS, AND FACILITY TO HAVE A STATE APPROVED EROSION

CONTROL PLAN IN PLACE.

4. CONTRACTOR TO VERIFY EXISTING UTILITIES, MATERIALS, SIZES AND

LOCATIONS, AND NOTIFY THE ENGINEER OF RECORD OF ANY

DISCREPANCIES BEFORE ORDERING MATERIALS.

5. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

6. SAW CUT AND REMOVE ALL EXISTING ASPHALT PAVEMENT, CONCRETE

PAVEMENT, CONCRETE SIDEWALK, AND CONCRETE CURB & GUTTER AS

NOTED ON PLANS. PROVIDE NEAT AND CLEAN JOINTS AT PAVEMENT TO

REMAIN.

7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO TREES

AND THEIR ROOT SYSTEMS.

8. CONTRACTOR SHALL MAINTAIN A MINIMUM 36" OF COVER OVER TOP OF

PIPE.

9. ALL DISTURBED AREAS TO BE SEEDED PER INSTALLATION SEEDING

SCHEDULE UNLESS OTHERWISE INDICATED. PLACE SOD IN AREAS

INDICATED IN DRAWINGS CG102 AND CG103.

10. UPON COMPLETION OF WORK, RESTORE AREA TO MATCH EXISTING

CONDITIONS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE

WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY NEW AND EXISTING

SITE ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS SECTION.

11. COORDINATE INSPECTION AND TESTING WITH CONTRACTING OFFICER.

PROVIDE 48 HOUR ADVANCED NOTICE PRIOR TO INSPECTIONS.

12. ALL VEHICULAR TRAFFIC MUST COMPLY WITH POSTED SPEED LIMITS AND

LAWS.

1. REFER TO PHASING PLANS PH101, PH102, AND PH103 FOR ADDITIONAL

INFORMATION.

2. STAGGER (BY LANE) THE ORDER IN WHICH EXISTING ACTIVE VEHICLE

BARRIERS, FOUNDATIONS, AND MATERIAL ARE REMOVED AND

PAVEMENT REPLACED. PERFORM AREA WORK INDEPENDENTLY OF

CLOSURES FOR NEW ACTIVE VEHICLE BARRIER AREA PLACEMENT.

3. A MAXIMUM OF ONE INBOUND OR OUTBOUND LANE SHALL BE SUBJECT

TO DEMOLITION AND CLOSURE AT A GIVEN TIME DURING EXISTING

ACTIVE VEHICLE BARRIER AREA REMOVAL AND NEW PAVEMENT

PLACEMENT. ONE INBOUND AND ONE OUTBOUND DRIVE SHALL BE

OPEN AND FULLY OPERABLE AT ALL TIMES.

4. DEMOLITION AND CONSTRUCTION SHALL NOT IMPEDE VEHICLE

TRAFFIC, PERFORM OFF-PEAK HOUR DEMOLITION AND PLACEMENT AS

POSSIBLE.

5. IN ORDER TO MAINTAIN VEHICLE CIRCULATION, STEEL PLATING SHALL

BE UTILIZED FOR THE DURATION OF DEMOLITION AND CONSTRUCTION.

STEEL PLATING MUST BE ASTM GRADE A-36, 1" OR THICKER,

ADEQUATELY SIZED TO SPAN AND SECURE ALL OPEN CUTS.

GENERAL NOTES:

PHASING NOTES:

SURFACE COAT MILL

O S

C O

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TEMPORARILY RELOCATE SEGMENT(S)

OF JERSEY BARRIERS ON-SITE AS

NECESSARY TO SAWCUT AND PLACE

EQUIPMENT, REPLACE BARRIERS UPON

STABILIZATION AND RESTORE EXISTING

AREA TO MATCH EXISTING GRADE AND

CONDITION

FULL DEPTH SAWCUT AND REMOVE SELECTIVE

AREA OF CONCRETE AND BASE MATERIAL FOR

DIRECTIONAL DRILLING SETUP AND PLACEMENT OF

ELECTRICAL STRUCTURE. REFER TO DRAWINGS

CS103 AND ES105.

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

C

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

C

2.0'

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

CIVIL DEMOLITION PLAN - AREA B

E M

E M

J R

C

R W

P

R W

P

C I V

M

O L

I T

I O

N

P

L A

N

A

R E

A

B

CD103

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE / STRUCTURE

UNDERGROUND COMMUNICATION LINE

UNDERGROUND ELECTRICAL

STORM DRAIN LINE

WATER VALVE

COMMUNICATION STRUCTURE

STORM DRAIN INLET

FENCE LINE

WATER LINE

X X X

BOLLARD

MONITORING WELL

HANDHOLE

TELECOM STRUCTURE

LIGHT POLE

EXISTING

FULL DEPTH SAWCUT LINE

REMOVE SITE FEATURE

NEW

SEWER LINE

TREE LINE

1. THE CONTRACTOR SHALL ADHERE TO JBC INSTALLATION ACCESS, DIG

PERMIT, AND UTILITY FLAGGING COORDINATION PROCEDURES. PROVIDE

ADEQUATE NOTICE TO RELEVANT PARTIES PRIOR TO COMMENCEMENT

OF EXCAVATION OF DEMOLITION. OBTAIN COPY OF APPROVED EROSION

CONTROL PERMIT AND OTHER GRADING AND LAND DISTURBANCE

PERMITS REQUIRED BY JBCHS, NWS.

2. SEE C-501 FOR ALL ADDITIONAL ENVIRONMENTAL REQUIREMENTS FOR

JOINT BASE CHARLESTON WEAPONS (INCLUDING GROUNDWATER

MONITORING WELLS, INVESTIGATIVE-DERIVED WASTE, DEWATERING /

CONTAMINATED GROUNDWATER, AND CONTAMINATED SOIL AND

DISPOSAL).

3. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF

TO AN APPROVED FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE

MATERIALS, AND FACILITY TO HAVE A STATE APPROVED EROSION

CONTROL PLAN IN PLACE.

4. CONTRACTOR TO VERIFY EXISTING UTILITIES, MATERIALS, SIZES AND

LOCATIONS, AND NOTIFY THE ENGINEER OF RECORD OF ANY

DISCREPANCIES BEFORE ORDERING MATERIALS.

5. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

6. SAW CUT AND REMOVE ALL EXISTING ASPHALT PAVEMENT, CONCRETE

PAVEMENT, CONCRETE SIDEWALK, AND CONCRETE CURB & GUTTER AS

NOTED ON PLANS. PROVIDE NEAT AND CLEAN JOINTS AT PAVEMENT TO

REMAIN.

7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO TREES

AND THEIR ROOT SYSTEMS.

8. CONTRACTOR SHALL MAINTAIN A MINIMUM 36" OF COVER OVER TOP OF

PIPE.

9. ALL DISTURBED AREAS TO BE SEEDED PER INSTALLATION SEEDING

SCHEDULE UNLESS OTHERWISE INDICATED. PLACE SOD IN AREAS

INDICATED IN DRAWINGS CG102 AND CG103.

10. UPON COMPLETION OF WORK, RESTORE AREA TO MATCH EXISTING

CONDITIONS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE

WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY NEW AND

EXISTING SITE ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS

SECTION.

11. COORDINATE INSPECTION AND TESTING WITH CONTRACTING OFFICER.

PROVIDE 48 HOUR ADVANCED NOTICE PRIOR TO INSPECTIONS.

12. ALL VEHICULAR TRAFFIC MUST COMPLY WITH POSTED SPEED LIMITS AND

LAWS.

FULL DEPTH

SAWCUT AND

REMOVE

ASPHALT

PAVEMENT AND

BASE MATERIAL.

N

GRAPHIC SCALE

30' 0 30' 60'

SCALE: 1" = 30'

GENERAL NOTES:

1. REFER TO PHASING PLANS PH101, PH102, AND PH103 FOR ADDITIONAL

INFORMATION.

2. STAGGER (BY LANE) THE ORDER IN WHICH EXISTING ACTIVE VEHICLE

BARRIERS, FOUNDATIONS, AND MATERIAL ARE REMOVED AND PAVEMENT

REPLACED. PERFORM AREA WORK INDEPENDENTLY OF CLOSURES FOR

NEW ACTIVE VEHICLE BARRIER AREA PLACEMENT.

3. A MAXIMUM OF ONE INBOUND OR OUTBOUND LANE SHALL BE SUBJECT TO

DEMOLITION AND CLOSURE AT A GIVEN TIME DURING EXISTING ACTIVE

VEHICLE BARRIER AREA REMOVAL AND NEW PAVEMENT PLACEMENT. ONE

INBOUND AND ONE OUTBOUND DRIVE SHALL BE OPEN AND FULLY

OPERABLE AT ALL TIMES.

4. DEMOLITION AND CONSTRUCTION SHALL NOT IMPEDE VEHICLE TRAFFIC,

PERFORM OFF-PEAK HOUR DEMOLITION AND PLACEMENT AS POSSIBLE.

5. IN ORDER TO MAINTAIN VEHICLE CIRCULATION, STEEL PLATING SHALL BE

UTILIZED FOR THE DURATION OF DEMOLITION AND CONSTRUCTION. STEEL

PLATING MUST BE ASTM GRADE A-36, 1" OR THICKER, ADEQUATELY SIZED

TO SPAN AND SECURE ALL OPEN CUTS.

PHASING NOTES:

SEE GATO

R RO

AD

X

X

X

X

X

X

A B C

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

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P

O S

T

DKGV 13-2150

07-21-2017

D R

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D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: NOT TO SCALE

OVERALL CIVIL SITE PLAN

E M

E M

J R

C

R W

P

R W

P

O V

E R

A L

L

C

I V

T

E

P

L A

N

CS101

NO WORK IN THIS AREA

SHEET NOT INCLUDED

N

ELEC.

TRANSFORMER

SWMU 62SWMU 62

SWMU 62

H

H

H

H

H

H

H

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

38.5

29.7

87.0

14.3

24.2'

53.9

24.2

25.0

INSTALLATION RESTORATION AREA:

"LANDFILL SITE AT 1ST STREET AND AVENUE A-B",

DESIGNATED SWMU 62 PER EXISTING RESOURCE

CONSERVATION AND RECOVERY ACT PERMIT.

SOIL AND GROUNDWATER CONTAMINATION EXIST

IN THIS AREA. REFER TO DRAWING C-501 FOR LAND

DISTURBANCE ENVIRONMENTAL REQUIREMENTS.

117.4

11.6'

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

CIVIL SITE PLAN - AREA A

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE

UNDERGROUND TELECOM LINE

UNDERGROUND ELECTRICAL

STORM DRAIN LINE

TREE LINE

CAST IN PLACE CONCRETE PAVEMENT

WATER VALVE

COMMUNICATION STRUCTURE

STORM DRAIN INLET

FENCE LINE

WATER LINE

BOLLARD

MONITORING WELL

ASPHALT SURFACE COURSE OVERLAY

HANDHOLE

TELECOM STRUCTURE

LIGHT POLE

STRUCTURE

EXISTING NEW

DISTURBANCE LIMITS

E M

E M

J R

C

R W

P

R W

P

C I V

T

E

P

L A

N

A

R E

A

A

CS102

OVERWATCH

BUILDING, REFER TO ARCHITECTURAL,

STRUCTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS

CONTINUOUS SPAN OF REINFORCED

(K-12) PERMANENT BOLLARDS TO

TREELINE (TYP. OF 9). ENSURE GAP

AT TREELINE BETWEEN LAST

BOLLARD IS NOT GREATER THAN 3'.

REFER TO DRAWING C-504

CABLE ACTIVE VEHICLE BARRIER (2) AND

FOUNDATION BY MANUFACTURER,

REFER TO DRAWING C-504.

DOUBLE FACING CABLE RAIL,

REFER TO DRAWING C-504

TRAFFIC MAST WITH DUAL SIGNAL (OFF /

SOLID RED OPERATION): REFER TO

ELECTRICAL DRAWINGS, SPECIFICATIONS,

AND STRUCTURAL DRAWING S-501

TRAFFIC MAST WITH DUAL SIGNAL

(FLASHING YELLOW / SOLID RED

OPERATION): REFER TO ELECTRICAL

DRAWING ES104, SPECIFICATIONS,

AND STRUCTURAL DRAWING S-501

TRAFFIC MAST WITH DUAL SIGNAL (FLASHING YELLOW / SOLID

RED OPERATION): REFER TO ELECTRICAL DRAWING ES104,

SPECIFICATIONS, AND STRUCTURAL DRAWING S-501

5' WIDTH CONCRETE WALK

REFER TO DRAWING C-504

BITUMINOUS CONCRETE CURB

(TYP. OF 2 LOCATION), TAPERED TO

GRADE. REFER TO DRAWING C-503

1. THE CONTRACTOR SHALL ADHERE TO JBC INSTALLATION ACCESS, DIG

PERMIT, AND UTILITY FLAGGING COORDINATION PROCEDURES. PROVIDE

ADEQUATE NOTICE TO RELEVANT PARTIES PRIOR TO COMMENCEMENT

OF EXCAVATION OF DEMOLITION. OBTAIN COPY OF APPROVED EROSION

CONTROL PERMIT AND OTHER GRADING AND LAND DISTURBANCE

PERMITS REQUIRED BY JBCHS, NWS.

2. SEE C-501 FOR ALL ADDITIONAL ENVIRONMENTAL REQUIREMENTS FOR

JOINT BASE CHARLESTON WEAPONS (INCLUDING GROUNDWATER

MONITORING WELLS, INVESTIGATIVE-DERIVED WASTE, DEWATERING /

CONTAMINATED GROUNDWATER, AND CONTAMINATED SOIL AND

DISPOSAL).

3. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF

TO AN APPROVED FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE

MATERIALS, AND FACILITY TO HAVE A STATE APPROVED EROSION

CONTROL PLAN IN PLACE.

4. CONTRACTOR TO VERIFY EXISTING UTILITIES, MATERIALS, SIZES AND

LOCATIONS, AND NOTIFY THE ENGINEER OF RECORD OF ANY

DISCREPANCIES BEFORE ORDERING MATERIALS.

5. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

6. SAW CUT AND REMOVE ALL EXISTING ASPHALT PAVEMENT, CONCRETE

PAVEMENT, CONCRETE SIDEWALK, AND CONCRETE CURB & GUTTER AS

NOTED ON PLANS. PROVIDE NEAT AND CLEAN JOINTS AT PAVEMENT TO

REMAIN.

7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO TREES

AND THEIR ROOT SYSTEMS.

8. CONTRACTOR SHALL MAINTAIN A MINIMUM 36" OF COVER OVER TOP OF

PIPE.

9. ALL DISTURBED AREAS TO BE SEEDED PER INSTALLATION SEEDING

SCHEDULE UNLESS OTHERWISE INDICATED. PLACE SOD IN AREAS

INDICATED IN DRAWINGS CG102 AND CG103.

10. UPON COMPLETION OF WORK, RESTORE AREA TO MATCH EXISTING

CONDITIONS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE

WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY NEW AND

EXISTING SITE ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS

SECTION.

11. COORDINATE INSPECTION AND TESTING WITH CONTRACTING OFFICER.

PROVIDE 48 HOUR ADVANCED NOTICE PRIOR TO INSPECTIONS.

12. ALL VEHICULAR TRAFFIC MUST COMPLY WITH POSTED SPEED LIMITS AND

LAWS.

UNDERGROUND SIGNAL LINE

UNDERGROUND COMMUNICATIONS LINE

ASPHALT PAVEMENT

110 LF OF DIRECTIONAL BORE FOR

(2) 2" PVC CONDUIT, SEE DRAWING ES104

CENTERLINE LAYOUT POINTS - CONSTRUCTION BASELINE

NORTHINGDESCRIPTION

NORTHERN (N) LAYOUT POINT

EASTING

SOUTHERN (S) LAYOUT POINT 392187.59

392254.52 2313123.85

2313126.73

N

S

GENERAL NOTES:

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

SINGLE FACING (INWARD) CABLE RAIL,

REFER TO DRAWING C-504

O S

C O

X

X

X

X

X

X

X

X

X

X

X

X

X

X

H

H

H

H

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

C

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

C

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

CIVIL SITE PLAN - AREA B

E M

E M

J R

C

R W

P

R W

P

C I V

T

E

P

L A

N

A

R E

A

B

CS103

MULTIPLE IN-PAVEMENT TIRE SHREDDERS,

CONTINUOUSLY SPAN OUTBOUND LANES.

ALLOWDEDICATED OUTBOUND TRAFFIC

ONLY. REFER TO DETAIL DRAWING C-505

PLACE NEW CONCRETE IN GAP AND

PROVIDE ISOLATION JOINTS

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE / STRUCTURE

UNDERGROUND TELECOM LINE

UNDERGROUND ELECTRICAL

STORM DRAIN LINE

TREE LINE

WATER VALVE

COMMUNICATION STRUCTURE

STORM DRAIN INLET

FENCE LINE

WATER LINE

X X X

BOLLARD

MONITORING WELL

HANDHOLE

TELECOM STRUCTURE

LIGHT POLE

SEWER LINE

EXISTING NEW

DISTURBANCE LIMITS

1. THE CONTRACTOR SHALL ADHERE TO JBC INSTALLATION ACCESS, DIG

PERMIT, AND UTILITY FLAGGING COORDINATION PROCEDURES. PROVIDE

ADEQUATE NOTICE TO RELEVANT PARTIES PRIOR TO COMMENCEMENT

OF EXCAVATION OF DEMOLITION. OBTAIN COPY OF APPROVED EROSION

CONTROL PERMIT AND OTHER GRADING AND LAND DISTURBANCE

PERMITS REQUIRED BY JBCHS, NWS.

2. SEE C-501 FOR ALL ADDITIONAL ENVIRONMENTAL REQUIREMENTS FOR

JOINT BASE CHARLESTON WEAPONS (INCLUDING GROUNDWATER

MONITORING WELLS, INVESTIGATIVE-DERIVED WASTE, DEWATERING /

CONTAMINATED GROUNDWATER, AND CONTAMINATED SOIL AND

DISPOSAL).

3. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF

TO AN APPROVED FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE

MATERIALS, AND FACILITY TO HAVE A STATE APPROVED EROSION

CONTROL PLAN IN PLACE.

4. CONTRACTOR TO VERIFY EXISTING UTILITIES, MATERIALS, SIZES AND

LOCATIONS, AND NOTIFY THE ENGINEER OF RECORD OF ANY

DISCREPANCIES BEFORE ORDERING MATERIALS.

5. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

6. SAW CUT AND REMOVE ALL EXISTING ASPHALT PAVEMENT, CONCRETE

PAVEMENT, CONCRETE SIDEWALK, AND CONCRETE CURB & GUTTER AS

NOTED ON PLANS. PROVIDE NEAT AND CLEAN JOINTS AT PAVEMENT TO

REMAIN.

7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO TREES

AND THEIR ROOT SYSTEMS.

8. CONTRACTOR SHALL MAINTAIN A MINIMUM 36" OF COVER OVER TOP OF

PIPE.

9. ALL DISTURBED AREAS TO BE SEEDED PER INSTALLATION SEEDING

SCHEDULE UNLESS OTHERWISE INDICATED. PLACE SOD IN AREAS

INDICATED IN DRAWINGS CG102 AND CG103.

10. UPON COMPLETION OF WORK, RESTORE AREA TO MATCH EXISTING

CONDITIONS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE

WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY NEW AND

EXISTING SITE ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS

SECTION.

11. COORDINATE INSPECTION AND TESTING WITH CONTRACTING OFFICER.

PROVIDE 48 HOUR ADVANCED NOTICE PRIOR TO INSPECTIONS.

12. ALL VEHICULAR TRAFFIC MUST COMPLY WITH POSTED SPEED LIMITS AND

LAWS.

UNDERGROUND SIGNAL LINE

ASPHALT PAVEMENT

UNDERGROUND SIGNAL LINE

CAST IN PLACE CONCRETE PAVEMENT

ASPHALT SURFACE COURSE OVERLAY

240 LF OF DIRECTIONAL BORE FOR

2" PVC CONDUIT, SEE DRAWING ES105

NEW SIGNAL HANDHOLE (TYP. OF 4)

REFER TO ELECTRICAL DRAWING ES106

50 LF OF DIRECTIONAL BORE FOR 2" PVC

CONDUIT, SEE DRAWING ES105

50 LF OF DIRECTIONAL

BORE FOR 2" PVC CONDUIT,

SEE DRAWING ES105

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

GENERAL NOTES:

B O

L L A

R D

S C

O S

C O

X

SWMU 62SWMU 62

SWMU 62

X

X

X

X

X

X

H

H

H

H

H

H

A B C

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

N

SCALE: NOT TO SCALE

OVERALL CIVIL GRADING, DRAINAGE, SEDIMENT & EROSION CONTROL PLAN

E M

E M

J R

C

R W

P

R W

P

O V

E R

A L

L

C

I V

A

D I N

G

D

R A

I N

A G

E

S E

D I M

E N

O

S I O

N

C

O N

T R

O

P

A

N

CG101

NO WORK IN THIS AREA

SHEET NOT INCLUDED

ELEC.

TRANSFORMER

SWMU 62SWMU 62

SWMU 62

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

INSTALLATION RESTORATION AREA:

"LANDFILL SITE AT 1ST STREET AND AVENUE A-B",

DESIGNATED SWMU 62 PER EXISTING RESOURCE

CONSERVATION AND RECOVERY ACT PERMIT.

SOIL AND GROUNDWATER CONTAMINATION EXIST

IN THIS AREA. REFER TO DRAWING C-501 FOR LAND

DISTURBANCE ENVIRONMENTAL REQUIREMENTS.

TOTAL PROJECT

DISTURBANCE LIMITS: 42,750 SF (0.98 AC.)

PLACE SOD ON SHOULDER FROM EDGE

OF PAVEMENT TO LIMIT OF WORK

(APPROX. 5000 SF) AS SHOWN,

SEE DETAIL DRAWING C-505

PLACE SOD ON SHOULDER FROM EDGE

OF PAVEMENT TO LIMIT OF WORK

(APPROX. 5000 SF) AS SHOWN,

SEE DETAIL DRAWING C-505

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

E M

E M

J R

C

R W

P

R W

P

CG102

CIVIL GRADING, DRAINAGE, SEDIMENT & EROSION CONTROL PLAN AREA A

SCALE: 1" = 30'

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE / STRUCTURE

CONTOUR

UNDERGROUND COMMUNICATION LINE

UNDERGROUND ELECTRICAL

STORM DRAIN LINE

TREE LINE

WATER VALVE

COMMUNICATION STRUCTURE

STORM DRAIN INLET

FENCE LINE

WATER LINE

X X X

BOLLARD

MONITORING WELL

SMWU

HANDHOLE

TELECOM STRUCTURE

LIGHT POLE

EXISTING

WETLANDS

NEW

C I V

A

D I N

G

D

R A

I N

A G

E

S

E D

I M

E N

T

E

R O

S I O

N

C

O N

T R

A

N

A

R E

A

A

SILT FENCE

DISTURBANCE LIMITS

1. THE CONTRACTOR SHALL ADHERE TO JBC INSTALLATION ACCESS, DIG

PERMIT, AND UTILITY FLAGGING COORDINATION PROCEDURES. PROVIDE

ADEQUATE NOTICE TO RELEVANT PARTIES PRIOR TO COMMENCEMENT

OF EXCAVATION OF DEMOLITION. OBTAIN COPY OF APPROVED EROSION

CONTROL PERMIT AND OTHER GRADING AND LAND DISTURBANCE

PERMITS REQUIRED BY JBCHS, NWS.

2. SEE C-501 FOR ALL ADDITIONAL ENVIRONMENTAL REQUIREMENTS FOR

JOINT BASE CHARLESTON WEAPONS (INCLUDING GROUNDWATER

MONITORING WELLS, INVESTIGATIVE-DERIVED WASTE, DEWATERING /

CONTAMINATED GROUNDWATER, AND CONTAMINATED SOIL AND

DISPOSAL).

3. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF

TO AN APPROVED FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE

MATERIALS, AND FACILITY TO HAVE A STATE APPROVED EROSION

CONTROL PLAN IN PLACE.

4. CONTRACTOR TO VERIFY EXISTING UTILITIES, MATERIALS, SIZES AND

LOCATIONS, 1,000 LF IN ADVANCE, AND NOTIFY THE ENGINEER OF

RECORD OF ANY DISCREPANCIES BEFORE ORDERING MATERIALS.

5. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED. THE CONTRACTOR

SHALL ADJUST THE GRADE OF PIPE WORK UP OR DOWN, OR SIDE TO SIDE

TO MISS EXISTING UTILITIES AT NO COST TO THE GOVERNMENT AS

DIRECTED BY THE FIELD ENGINEER.

6. CONTRACTOR SHALL FIELD ADJUST MANHOLE RIMS, FIRE HYDRANTS,

VALVES AND APPURTENANCES TO MATCH FINISHED GROUND

ELEVATIONS.

7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO TREES

AND THEIR ROOT SYSTEMS.

8. REFER TO DRAWING C-501 FOR STANDARD SEDIMENT AND EROSION

CONTROL ORDER OF OPERATIONS AND ADDITIONAL INFORMATION. ALL

DISTURBED AREAS TO BE GRASS SEEDED PER INSTALLATION

REQUIREMENTS AFTER ACTIVITY HAS BEEN COMPLETED. UPON

COMPLETION OF WORK, RESTORE AREA TO MATCH EXISTING

CONDITIONS.

9. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE

REPAIR OF ANY DAMAGE DONE TO ANY NEW AND EXISTING SITE ITEMS IN

THE EXECUTION OF HIS WORK UNDER THIS SECTION.

GENERAL NOTES:

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

PAVEMENT (SEE CIVIL SITE PLANS)

SOD

S C

O S

C O

X

X

X

X

X

X

X

X

X

X

DROP INLET

RIM: 34.28'

INV OUT: 30.73'

BUILDING

BUILDING 3209

BUILDING 3206

ELEC.

TRANSFORMER

ELEC. METER

PANEL

BACK FLOW PREVENTER

X

X

X

X

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

C

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

C

PLACE 25' OF SDR 21 (8") PVC

OUTLET DRAIN AT MINIMUM 2%

SLOPE. REFER TO DETAIL

DRAWINGS C-503 AND C-505.

TOTAL PROJECT

DISTURBANCE LIMITS: 42,750 SF (0.98 AC.)

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

R

P

O S

T

DKGV 13-2150

07-21-2017

D R

A W

I N

G

R

E V

I S

I O

N S

R E

V

D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

E M

E M

J R

C

R W

P

R W

P

CG103

C I V

A

D I N

G

D

R A

I N

A G

E

S

E D

I M

E N

T

E

R O

S I O

N

C

O N

T R

A

N

A

R E

A

B

CIVIL GRADING, DRAINAGE, SEDIMENT & EROSION CONTROL PLAN AREA B

SCALE: 1" = 30'

SILT FENCE

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE / STRUCTURE

CONTOUR

UNDERGROUND COMMUNICATION LINE

UNDERGROUND ELECTRICAL

STORM DRAIN LINE

TREE LINE

WATER VALVE

COMMUNICATION STRUCTURE

STORM DRAIN INLET

FENCE LINE

WATER LINE

X X X

BOLLARD

MONITORING WELL

HANDHOLE

TELECOM STRUCTURE

LIGHT POLE

EXISTING NEW

DISTURBANCE LIMITS

SEWER LINE

1. THE CONTRACTOR SHALL ADHERE TO JBC INSTALLATION ACCESS, DIG

PERMIT, AND UTILITY FLAGGING COORDINATION PROCEDURES. PROVIDE

ADEQUATE NOTICE TO RELEVANT PARTIES PRIOR TO COMMENCEMENT

OF EXCAVATION OF DEMOLITION. OBTAIN COPY OF APPROVED EROSION

CONTROL PERMIT AND OTHER GRADING AND LAND DISTURBANCE

PERMITS REQUIRED BY JBCHS, NWS.

2. SEE C-501 FOR ALL ADDITIONAL ENVIRONMENTAL REQUIREMENTS FOR

JOINT BASE CHARLESTON WEAPONS (INCLUDING GROUNDWATER

MONITORING WELLS, INVESTIGATIVE-DERIVED WASTE, DEWATERING /

CONTAMINATED GROUNDWATER, AND CONTAMINATED SOIL AND

DISPOSAL).

3. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF

TO AN APPROVED FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE

MATERIALS, AND FACILITY TO HAVE A STATE APPROVED EROSION

CONTROL PLAN IN PLACE.

4. CONTRACTOR TO VERIFY EXISTING UTILITIES, MATERIALS, SIZES AND

LOCATIONS, AND NOTIFY THE ENGINEER OF RECORD OF ANY

DISCREPANCIES BEFORE ORDERING MATERIALS.

5. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED. THE CONTRACTOR

SHALL ADJUST THE GRADE OF PIPE WORK UP OR DOWN, OR SIDE TO SIDE

TO MISS EXISTING UTILITIES AT NO COST TO THE GOVERNMENT AS

DIRECTED BY THE FIELD ENGINEER.

6. CONTRACTOR SHALL FIELD ADJUST MANHOLE RIMS, FIRE HYDRANTS,

VALVES AND APPURTENANCES TO MATCH FINISHED GROUND

ELEVATIONS.

7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO TREES

AND THEIR ROOT SYSTEMS.

8. REFER TO DRAWING C-501 FOR STANDARD SEDIMENT AND EROSION

CONTROL ORDER OF OPERATIONS AND ADDITIONAL INFORMATION. ALL

DISTURBED AREAS TO BE GRASSED PER INSTALLATION REQUIREMENTS

AFTER TRENCHING ACTIVITY HAS BEEN COMPLETED. UPON COMPLETION

OF WORK, RESTORE AREA TO MATCH EXISTING CONDITIONS.

9. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE

REPAIR OF ANY DAMAGE DONE TO ANY NEW AND EXISTING SITE ITEMS IN

THE EXECUTION OF HIS WORK UNDER THIS SECTION.

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

GENERAL NOTES:

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

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LIT

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AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

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E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

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DKGV 13-2150

07-21-2017

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D E

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N

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CG104

MATERIAL LAYDOWN, STAGING & WORK TRAILER LOCATION

DISTURBANCE LIMITS: 7,000 SF MAX

(APPROXIMATELY 175'x40', ENCLOSE WITH SILT FENCING)

RESTORE TO MATCH EXISTING CONDITIONS DURING

PROJECT CLOSEOUT

HAUL ROUTE, INBOUND AND OUTBOUND

CONSTRUCTION TRAFFIC

LEGEND:

NEW

SILT FENCE

DISTURBANCE LIMITS

PROVIDE DEDICATED ENTRY AND EXIT GRAVEL

CONSTRUCTION ENTRANCES, SEE DRAWING C-502

STAGING AREA AND HAUL ROUTE

SCALE:

NOT TO SCALE

PROVIDE CONCRETE WASHOUT AREA,

SEE DRAWING C-501

SWMU 62

SCALE: 1" = 30'

CIVIL SITE PLAN - PHASE 1

E M

E M

J R

C

R W

P

R W

P

C I V

T

E

P

H A

S I N

G

P

L A

N

PH101

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

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P A

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DKGV 13-2150

07-21-2017

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T I O

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B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

CIVIL SITE PLAN - PHASE 2

SCALE: 1" = 30'

CIVIL SITE PLAN - PHASE 3

1. PERFORM PHASED WORK ASSOCIATED WITH TRAVEL LANES (TIRE SHREDDERS, EXISTING BARRIER REMOVAL) INDEPENDENTLY OF WORK AND

CLOSURES FOR NEW ACTIVE VEHICLE BARRIER AREA PLACEMENT SHOWN HEREON. REFER TO DEMOLITION AND SITE PLANS FOR ADDITIONAL

INFORMATION.

2. ADVANCED WRITTEN NOTICE SHALL BE PROVIDED TO JOINT BASE CHARLESTON PHYSICAL SECURITY, DPW/BCE, AND CONTRACTING FOR REVIEW AND

APPROVAL. CLOSURE NOTIFICATION SHALL BE FURNISHED A MINIMUM OF 3 WEEKS PRIOR TO DEMOLITION WORKS AND DRIVE CLOSURE. A MINIMUM OF

ONE INBOUND AND ONE OUTBOUND LANE SHALL BE MAINTAINED FOR INGRESS/EGRESS TRAFFIC AT ALL TIMES.

3. SAFETY AND ACCIDENT PREVENTION MEASURES SHALL BE IMPLEMENTED FOR INSTALLATION AND CONSTRUCTION PERSONNEL FOR THE DURATION OF

DEMOLITION AND CONSTRUCTION WORKS IN ACCORDANCE WITH ACCIDENT PREVENTION PLANNING AND OSHA REQUIREMENTS.

4. DEMOLITION AND CONSTRUCTION SHALL NOT IMPEDE VEHICLE TRAFFIC DURING PEAK HOURS UNLESS APPROVED IN ADVANCE.

INBOUND PEAK HOURS (MONDAY TO FRIDAY):

0600-0900

1100-1300

OUTBOUND PEAK HOURS (MONDAY TO FRIDAY):

1100-1300

1530-1700

PHASE 1:

PERFORM GRADING AND EARTHWORK ON EASTERN SHOULDER, FOLLOW ENVIRONMENTAL REQUIREMENTS INDICATED FOR MATERIAL USE AND

DISPOSAL AS INDICATED ON DETAIL DRAWING C-501.

PLACE TEMPORARY 2" ASPHALT ON WESTERN SHOULDER AND IMPLEMENT TRAFFIC MEASURES AS SHOWN ON DRAWING PH102. PLACE EASTERN ACTIVE

VEHICLE BARRIER, PERMANENT EASTERN ASPHALT PAVEMENT, AND CURBLINE. REMOVE TEMPORARY ASPHALT.

PHASE 2:

PLACE TEMPORARY 2" ASPHALT ON EASTERN SHOULDER AND IMPLEMENT TRAFFIC

MEASURES AS SHOWN ON DRAWING PH103. PERFORM GRADING AND EARTHWORK

ON WESTERN SHOULDER. PLACE WESTERN ACTIVE VEHICLE BARRIER, PERMANENT

WESTERN ASPHALT PAVEMENT, AND WESTERN LINE OF BOLLARDS. REMOVE

TEMPORARY ASPHALT.

PHASE 3:

PLACE EASTERN CABLE RAIL AND CENTER CABLE RAIL, NEW OVERWATCH

STRUCTURE AND CONCRETE WALK.

N

GRAPHIC SCALE

0 30' 60'

SCALE: 1" = 30'

30'

PHASING NOTES:

NEW ACTIVE VEHICLE BARRIER AREA CONSTRUCTION SEQUENCE:

O S

C O

X

X

X

X

X

X

TRUCK MOUNTED

ATTENUATOR

TEMPORARY ASPHALT

LANE FOR TRAFFIC SHIFT

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2L-48, W20-5L-48-A, W20-1-48-A)

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2R-48, W20-5R-48-A, W20-1-48-A)

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2R-48, W20-5R-48-A, W20-1-48-A)

TRAILER MOUNTED

ADVANCE WARNING

ARROW PANEL

TRAILER MOUNTED

ADVANCE WARNING

ARROW PANEL

YIELD SIGN

TRAFFIC BARRELS

PER SCDOT (TYP),

MAX SPACING 15'

TEMPORARY STAY

TO THE RIGHT SIGN

(OUTBOUND)

TEMPORARY

WHITE DASHED LINE

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

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E S

T O

N

J O

I N

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B

A S

E

C

H A

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LIT

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AN

D

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DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

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V

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DKGV 13-2150

07-21-2017

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D E

S C

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T I O

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B

Y D

A T

E A

P P

R D

SCALE: NOT TO SCALE

CIVIL SITE PHASING PLAN (TRAFFIC MANAGEMENT) - PHASE 1

E M

E M

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C

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C I V

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E

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H A

S I N

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P

L A

N

PH102

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2L-48, W20-5L-48-A, W20-1-48-A)

TEMPORARY LEFT

TURN MUST YIELD SIGN

(OUTBOUND)

1. EMPLOY AND UTILIZE FLAGMEN AS NECESSARY TO ACCOMMODATE OVERSIZE VEHICLE INGRESS/EGRESS.

2. TRAFFIC SIGNS AND BARRIERS MUST MEET THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EACH

DEVICE MUST BE REFLECTORIZED PER SECTION 6F.63 OF THE MANUAL.

3. INSPECT TRAFFIC CONTROL DEVICES DAILY AND CORRECT THE PRESENCE OF DAMAGED OR DISPLACED

DEVICES.

4. TRAFFIC CONTROL DEVICES MUST BE DEPLOYED AND MAINTAINED IN ACCORDANCE WITH THE GOVERNMENT

APPROVED TRAFFIC CONTROL PLAN.

5. ALL TRAFFIC CONTROL MUST MEET SCDOT STANDARD DRAWINGS SECTION 601-000.

N

PAVEMENT MARKINGS AND SIGNAGE NOTES:

O S

C O

X

X

X

X

X

X

TRUCK MOUNTED

ATTENUATOR

TEMPORARY ASPHALT

LANE FOR TRAFFIC SHIFT

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2L-48, W20-5L-48-A, W20-1-48-A)

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2L-48, W20-5L-48-A, W20-1-48-A)

TRAILER MOUNTED

ADVANCE WARNING

ARROW PANEL

TRAILER MOUNTED

ADVANCE WARNING

ARROW PANEL

YIELD SIGN

RELOCATE TEMPORARY

STOP BAR AND SIGN

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2R-48, W20-5R-48-A, W20-1-48-A)

TRAILER MOUNTED

ADVANCE WARNING

ARROW PANEL

TRAILER MOUNTED

ADVANCE WARNING

ARROW PANEL

TRAFFIC BARRELS PER SCDOT

(TYP). MAX SPAXING 15'

(2) TEMPORARY STAY TO THE RIGHT

SIGNS (INBOUND & OUTBOUND)

TEMPORARY STAY TO THE RIGHT

SIGN (OUTBOUND)

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

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CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

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V

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R

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P

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DKGV 13-2150

07-21-2017

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D E

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T I O

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B

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A T

E A

P P

R D

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J R

C

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P

R W

P

C I V

T

E

P

H A

S I N

G

P

L A

N

PH103

600' OF ADVANCE WARNING SIGNS

PLACEMENT W/ 200' INTERVALS

(W4-2R-48, W20-5R-48-A, W20-1-48-A)

TEMPORARY LEFT TURN

MUST YIELD SIGN

(OUTBOUND)

SCALE: NOT TO SCALE

CIVIL SITE PHASING PLAN (TRAFFIC MANAGEMENT) - PHASE 1

1. EMPLOY AND UTILIZE FLAGMEN AS NECESSARY TO ACCOMMODATE OVERSIZE VEHICLE INGRESS/EGRESS.

2. TRAFFIC SIGNS AND BARRIERS MUST MEET THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EACH

DEVICE MUST BE REFLECTORIZED PER SECTION 6F.63 OF THE MANUAL.

3. INSPECT TRAFFIC CONTROL DEVICES DAILY AND CORRECT THE PRESENCE OF DAMAGED OR DISPLACED

DEVICES.

4. TRAFFIC CONTROL DEVICES MUST BE DEPLOYED AND MAINTAINED IN ACCORDANCE WITH THE GOVERNMENT

APPROVED TRAFFIC CONTROL PLAN.

5. ALL TRAFFIC CONTROL MUST MEET SCDOT STANDARD DRAWINGS SECTION 601-000.

N

PAVEMENT MARKINGS AND SIGNAGE NOTES:

O S

C O

X

SEE GATO

R RO

AD

X

X

X

X

X

X

A B C

N O

W O

R K

I N

T H

IS

A

R E

A

S H

E E

T N

O T

I N

C L

U D

E D

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

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DKGV 13-2150

07-21-2017

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B

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A T

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R D

SCALE: NOT TO SCALE

OVERALL CIVIL PAVEMENT MARKINGS & SIGNAGE PLAN

E M

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P

R W

P

O V

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L

C

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V

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M

A R

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G S

S

I G

N A

A

N

CT101

NO WORK IN THIS AREA

SHEET NOT INCLUDED

NO WORK IN THIS AREA

SHEET NOT INCLUDED

N

ELEC.

TRANSFORMER

H

H

H

H

H

H

H

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

M A

T C

H L

I N

E

A

R E

A

A

M A

T C

H L

I N

E

A

R E

A

B

D S

D R

C H

K

B

Y

A P P R O V E D

B Y

D A

T E

D A

T E

D A

T E

D A

T E

F O

R

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N

J O

I N

T

B

A S

E

C

H A

R L E

S T

O N

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F

DE

FE

NS

E W

E A

P O

A

T I O

N

S

O U

R

O L I N

A

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154C Project Manager: R. Patterson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

MO

IT Y

BIL

IRA D

MANCOM

MO

IT Y

BIL

D K

R E

P A

T

I V

E

V

E H

I C

R

R I E

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P

O S

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DKGV 13-2150

07-21-2017

D R

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I O

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D E

S C

R I P

T I O

N P

R E

P

B

Y D

A T

E A

P P

R D

SCALE: 1" = 30'

CIVIL PAVEMENT MARKINGS & SIGNAGE - AREA A

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

BUILDING OUTLINE

UNDERGROUND COMMUNICATION LINE

UNDERGROUND ELECTRICAL

STORM DRAIN LINE

CENTERLINE

TREE LINE

CONCRETE PAVEMENT

WATER VALVE

COMMUNICATION STRUCTURE

STORM DRAIN INLET

FENCE LINE

WATER LINE

X X X

BOLLARD

MONITORING WELL

SMWU

ASPHALT PAVEMENT

HANDHOLE

BUILDING CANOPY

TELECOM STRUCTURE

LIGHT POLE

SURVEY INFO SYMBOL

PAVEMENT MARKING

STRUCTURE

EXISTING NEW

WETLANDS

E M

E M

J R

C

R W

P

R W

P

CT102

1. PAVEMENT MARKINGS TO BE THERMOPLASTIC. REPLACE ALL PAVEMENT

MARKINGS…