1596300_dwg_14of35_V1_Civil.pdf

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AIRFIELD

OPERATIONS

BUILDING

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SEE GEN.

NOTE 3

18.75' U.N.O

18.5' U.N.O

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17.11'

17.94'

18.75'

U.N.OC C

18.01'

.88

.55

.6'

R R 19 .6'

R R R R R R R

A1 JOINTING PLAN - AREA 2

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

WORK NOTES

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

CS142A

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. MATCH EXISTING PCC THICKNESS IN THIS AREA, ASSUMED 14".

MATCH EXISTING JOINT PATTERNS IN THIS AREA. FIELD VERIFY

THICKNESS AND JOINT LOCATIONS.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

DESIGN DOCUMENTS.

5. SHEET SHEET CS152 FOR JOINTING ELEVATION PLAN.

6. PLACE THICKENED EDGE ISOLATION JOINTS (AT FOUNDATION OR

STRUCTURE) AT THE INTERFACE OF ALL TRENCH DRAINS, STORM

INLETS, STORM STRUCTURES, MAN HOLES, AND ANY OTHER

STRUCTURE EXISTING OR PROPOSED.

7. MATCH EXISTING JOINT PATTERNS FOR ALL PROPOSED PANELS

ADJACENT TO EXISTING AIRFIELD CONCRETE. IS

SU

ED

F

OR

B

ID

/18 /22

MATCH LINE SHEET CS142A

B

E

C

AP

THICKENED EDGE ISOLATION JOINT

(AT FOUNDATION OR STRUCTURE)

DOWELED CONSTRUCTION JOINT

DOWELED CONTRACTION JOINT

THICKENED EDGE ISOLATION JOINT

(NEW PCC - NEW AC)

R REINFORCED CONCRETE SLAB

B1 THICKENED EDGE ISOLATION JOINT

(NEW PCC - NEW PCC)

B4

CS501

B2

CS501

B1

CS501

A4

CS501

A2

CS501

B1

CS502

CS142

HATCH LEGEND

LANDSIDE HEAVY DUTY ASPHALT PAVEMENT

LANDSIDE CONCRETE PAVEMENT

SIDEWALK

AIRSIDE CONCRETE PAVEMENT

CS142

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

LOCLOCLO

C

LO

C

LO

C

LO

C

SEE GEN.

NOTE 3

SEE GEN. NOTE 3

C C

C C

E E E E

E

E

E

E E E E

E E E E E

EC

C

E E

E E E

E E E

E

E E

E

CC

C C

A1 JOINTING PLAN - AREA 2

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

CS142

CS142A

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. MATCH EXISTING PCC THICKNESS IN THIS AREA, ASSUMED 14".

MATCH EXISTING JOINT PATTERNS IN THIS AREA. FIELD VERIFY

THICKNESS AND JOINT LOCATIONS.

4. SEE SHEET CS152A FOR JOINTING PLAN ELEVATION.

IS

SU

ED

F

OR

B

ID

MATCH LINE SHEET CS142

WORK NOTES

E

C

DOWELED CONSTRUCTION JOINT

DOWELED CONTRACTION JOINT

B2

CS501

B1

CS501

HATCH LEGEND

AIRSIDE CONCRETE PAVEMENT

CS142A

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOCLO

LO

C

LO

C

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C

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C

LO

C

LO

C

LO

C

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C

LO

C

LO

C

LOC

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C

LOC

LO

C

LOC

LOC

LOC

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C

LOC

LOC LOC LOC LOC LOC

LOC

LOC

LOC LOC LOC

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C

LO

C

LOC LOC LOC LOCU

G

G

U G

G

X X

X

X X

X

X X

X

XX

X X X X

X

X X X X X

NO PARKING

LANE

LANE

NO PARKING

LA

NE

FI

RE

NO PARKING

P

FIRE

P

FIRE

P

LANE

FIRE

P

AIRFIELD

OPERATIONS

BUILDING

X X X

XX

XX

CO

CO

111213141516171819

A1

B1

C1

D1

E1

F1

G1

H1

MA

TC

H

MA

TC

H

MATCH

MA

TC

H

MATCH

MA

TC

H

MATCH

MA

TC

H

MATCH

MATCH

MA

TC

H

MA

TC

H

SEE GEN. NOTE 5

FFE = 25.50

MATCH

MATCH

24.

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39 24.

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3924.

24.

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24.

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24.69

24.57

24.

A1 JOINTING ELEVATION PLAN - AREA 2

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

CS152A

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. SEE SHEET CS142 FOR JOINTING PLAN.

4. ELEVATIONS NOTED AS "MATCH" ARE INTENDED TO MATCH

EXISTING GRADE.

5. PLACE CONCRETE AT EXISTING ELEVATIONS, MATCH EXISTING

DRAINAGE PATTERNS.

6. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

DESIGN DOCUMENTS.

IS

SU

ED

F

OR

B

ID

MATCH LINE SHEET CS152A

CS152

HATCH LEGEND

LANDSIDE HEAVY DUTY ASPHALT PAVEMENT

LANDSIDE CONCRETE PAVEMENT

SIDEWALK

AIRSIDE CONCRETE PAVEMENT

CS152

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOCLOCLO

LO

C

LO

C

LO

C

MATCH

MA

TC

H

MA

TC

H

MATCH

MA

TC

H

MA

TC

H

MATCH

SEE GEN. NOTE 5

SEE GEN.

NOTE 5

24.

24.

24.

5324.57

24.

24.

24.

24.

24.

A1 JOINTING ELEVATION PLAN - AREA 2

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

CS152

CS152A

IS

SU

ED

F

OR

B

ID

MATCH LINE SHEET CS152

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. SEE SHEET CS142A FOR JOINTING PLAN.

4. ELEVATIONS NOTED AS "MATCH" ARE INTENDED TO MATCH

EXISTING GRADE.

5. PLACE CONCRETE AT EXISTING ELEVATIONS, MATCH EXISTING

DRAINAGE PATTERNS.

HATCH LEGEND

AIRSIDE CONCRETE PAVEMENT

CS152A

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

L/2

EPOXY DOWELS

INTO DRILLED HOLES HAVING

A DIAMETER OF 1/8'' LARGER

THAN THE DOWEL DIAMETER.

GREASE ONE END OF DOWEL.

SEE DETAIL B3, SHEET CS502 FOR DOWEL

SPACING AT JOINT INTERSECTIONS.

T

T/2

T

T/2

DOWEL BAR ASSEMBLY

SOLID DOWEL BAR

CLEARANCE AT EDGE OF PANEL MUST

BE A MINIMUM OF 1/2 TO MAXIMUM OF

3/4 OF THE BAR SPACING.

SEE TABLE 1, A1/CS502 FOR DOWEL SIZE

AND SPACING

GREASE ONE END OF DOWEL.

SEE DETAIL A3, SHEET CS502 FOR DOWEL

SPACING AT JOINT INTERSECTIONS.

SOLID DOWEL BAR

CLEARANCE AT EDGE OF PANEL MUST

BE A MINIMUM OF 1/2 TO MAXIMUM OF

3/4 OF THE BAR SPACING.

SEE TABLE 1 , A3/CS502 FOR DOWEL SIZE

AND SPACING

DETAIL C1/CS502

DETAIL C2/CS502

B1 DOWELED CONTRACTION JOINT B2 DOWELED CONSTRUCTION JOINT

T

1.2 5T

5' MIN OR TO NEAREST JOINT

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIAL

DETAIL C3/CS502

B4

ISOLATION JOINT AT FOUNDATION OR

STRUCTURE

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIAL

5'-0" MIN OR TO NEAREST JOINT

T

1.2 5T

DETAIL C3/CS502

NEW PAVEMENT

A2

THICKENED EDGE ISOLATION JOINT NEW PCC

TO NEW PCC

T

1.2 5T

OR 10'-0" IF JOINT SPACING IS

GREATER THAN 12'-0"

TO NEAREST JOINT 10' THICKENED EDGE

CRUSHED ROCK

BASE COURSE

COMPACTED

SUBGRADE

NEW ASPHALTIC

CONCRETE PAVEMENT

NEW RIGID PAVEMENT

TACK COAT

A4

THICKENED EDGE ISOLATION JOINT NEW PCC

TO NEW AC

NTS NTS NTS

NTS NTS

PROPOSED AIRSIDE

CONCRETE PAVEMENT

FOUNDATION OR

STRUCTURE

1. THICKNESS OF ALL REPLACEMENT COURSES MUST BE EQUAL TO EXISTING BUT NOT LESS THAN

INDICATED.

2. FILL SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL AND REPLACEMENT WITH AN

EPOXY-BASED GROUT APPROVED BY THE ENGINEER.

3. SAW CUTS MUST BE FULL DEPTH WITH A CLEAN EDGE.

EXISTING

ASPHALTIC

CONCRETE

8" AGGREGATE BASE

COURSE

12"

(TYP)

EXCAVATION LIMITS

12"

(MIN) SAW CUT (TYP)

NOTES:

2" NCDOT TYPE SF 9.5A ASPHALT SURFACE

3" NCDOT TYPE I 19.0C ASPHALT INTERMEDIATE COURSE

TACK COAT TACK COAT SIDES (TYP)

12" COMPACTED SUBGRADE

A1

ASPHALT PAVEMENT PATCH FOR UTILITY

INSTALLATION

NTS

1.2 5T

PRIME COAT

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS501

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

C1 CONSTRUCTION JOINT

NTS C2 CONTRACTION JOINT

NTS C3 EXPANSION JOINT

NTS

FILLET

3'-0" M

IN.

R. OF

FILLET

CONSTRUCTION OR

CONTRACTION JOINT

DOWELED

CONTRACTION

JOINT

C4 DOWEL BAR PLACEMENT AT FILLETS

NTS

W (APRON PANEL WIDTH)

W (A

PR

ON

P

AN

EL

W

ID

TH

NOTES:

1. USE FOR ALL CONCRETE SLABS WITH "R" THAT CONTAIN STRUCTURES. SEE TABLE 1 FOR REBAR

OR WWF. OTHER WELDED WIRE FABRIC SIZES MAY BE USED PROVIDED THE STEEL AREA

(SQUARE INCHES PER FOOT) IN THE LONGITUDINAL AND TRANSVERSE DIRECTIONS IS EQUAL TO

OR EXCEEDS THAT SHOWN IN TABLE 1.

2. OVERLAP WELDED WIRE FABRIC FOR A DISTANCE EQUAL TO AT LEAST ONE SPACING OF THE

WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER. WIRE OR OTHERWISE

SECURELY FASTEN THE WIRES IN THE LAP TO PREVENT SEPARATION DURING CONCRETE

PLACEMENT.

3. PROVIDE 3" SEPARATION BETWEEN REINFORCEMENT AND EDGE OF SLAB.

CL

REINFORCEMENT PER TABLE

1 THIS SHEET

3-#7 @ 3" OC BTM AND 2-#4 BARS TOP

EACH 48" LONG @ RE-ENTRANT

CORNERS (TYP.) SEE NOTES 1 AND 2.

ALL SLABS WITH STRUCTURES.

AIRFIELD MANHOLE OR

STRUCTURE

CL

1/2" WIRE SPACING

OR 3" MAX

REINFORCEMENT TABLE 1

PAVEMENT THICKNESS

(INCHES)

MINIMUM REQUIRED

AREA OF STEEL (SQ.

INCHES/FOOT)

WELDED WIRE FABRIC

6-8 0.048 6x6-W2.9xW2.9 9-12 0.072 6x6-W4.0xW4.0

12-17 0.102 6x6-W5.5xW5.5

18-20.5 0.123 #3 BARS @ 12" C.C.

T/2

T

PAVEMENT JOINT OR EDGE

SHADED SLABS ON JOINT PLAN ARE REINFORCED.

SEE TABLE FOR SIZE AND SPACING OF

REINFORCEMENT

T/4 + 1"

DOWEL BAR, SEE DETAIL

B3, THIS SHEET, TABLE 1SECTION A-A

A A

PLAN VIEW

A1 TYPICAL REINFORCED CONCRETE SLAB

L

0.6 L

MI

N.

0.6L

MIN.

THICKNESS

OF SLAB (T) DIAM LENGTH SPACING

3/4"<8" 8"-11.5" 12"-15.5" 16"-20.5"

1" 1-1/4" 1-1/2"

16" 16" 20" 20"

12" 12" 15" 18"

DOWEL BAR SIZE -TABLE 1

NOTES:

1. SEE SPECIFICATION SECTION 32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER

HEAVY DUTY PAVEMENTS FOR ADDITIONAL DOWEL BAR SPACING REQUIREMENTS.

2. WHEN DOWELED JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESS,

SIZE THE DOWELS FOR THE THINNER SECTION, AND PLACE AT T/2 ± D/2 OF THE THINNER

PAVEMENT.

DOWEL

JOINT

A3 DOWEL BAR PLACEMENT AT EDGE OF JOINT

TY

P.

EXISTING PCC TO BE REMOVED

EXISTING PCC SLABS TO REMAIN SECOND CUT

FULL-DEPTH, DIAMOND SAW

VERTICAL SAWCUT (TYP.)

INITIAL CUT

FULL-DEPTH, DIAMOND SAW

VERTICAL SAWCUT (TYP.)

EXISTING JOINTS

(TYP.)

B4 CONCRETE PAVEMENT REMOVAL

3/4"±1/16"3/8

1/1 6"

3/4

1/1 6"

T/ 4 +

1- 1/2

1 1 /4"

M

IN

1/4 "-3

/8"

1 1 /2"

M

IN

3/8"

BOND BREAKER TAPE

PAVEMENT

SURFACE

1/4"R (TYP)

JOINT SEALANT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

1/4" MIN

SEALANT DEPTH

1/2" ROD

BACK-UP

MATERIAL

SAWED

JOINT FACE

SAWED

JOINT FACE

JOINT SEALANT

1/4" BEVEL BY

SAWCUT (TYP) PAVEMENT

SURFACE

1 1 /4"

M

IN

1/4 "-3

/8"

1 1 /2"

M

IN

SAWED

JOINT FACE

CO

NS

TR

UC

T

BY

S

AW

IN

G

3/8"

1/4" MIN

SEALANT DEPTH

1/2" ROD

BACK-UP

MATERIAL

SAWED

JOINT FACE

JOINT SEALANT

1/4" BEVEL BY

SAWCUT (TYP) PAVEMENT

SURFACE

NTS

4" AGGREGATE BASE COURSE

COR APPROVED COMPACTED SUBGRADE,

COMPACTED TO 95% MODIFIED PROCTOR

ASTM D 1557

EXISTING SUBGRADE

4" FINE GRADED CRUSHED AGGREGATE

A4 AGGREGATE MAINTENANCE DRIVE

NTS

ATCT

GEOTEXTILE FABRIC

ATCT

GEOTEXTILE FABRIC

N A

V A

L

FA

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IN

E

E R

IN

G

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P -2

A

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D A

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TI

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS502

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

1'-0"

2'

- 0

(T

YP

1'-3"

(TYP) (TYP)

10'

9" 18" 9"

SOLID WHITE

6" WIDE

SOLID WHITE

D1 STOP BAR MARKING

NTS

SEE PLAN

'-6

7'-

6"

D3 FLIGHT LINE SERVICE ROAD MARKINGS

NTS

6" WHITE

(TYP)

6" WHITE

(TYP)

'-6

TY

P.

) WHEEL STOP

ONLY WHERE SHOWN

ON PLANS, SEE DETAIL

B2, THIS SHEET

B1 90° PARKING SPACE

NTS

ELEVATION

PLAN

END VIEWS

PLACE 1/2" STD PIPE OR 3/4" REINF.

ROD PRIOR TO SURFACING OR

IN A HOLE DRILLED IN THE FINISHED

SURFACE WITH A TIGHT FIT OBTAINED

BY AN APPROVED METHOD, OR DRIVEN

INTO THE SURFACING

1/2" MAX.

CLEARANCE

RECYCLED RUBBER

GROUT HOLE FULL

HOLE FOR 1/2" STD. PIPE

OR 3/4" DIAM. REINF. ROD

(OPTIONAL 1" X 3" HOLE)

DRAINAGE

OPENING 8"

(MIN)

6 1/2" 2"

2 1 /2"

4"

2'- 7 1

/2" 6 1

/2" (M

IN

6 1/2"

1'-0"

7'-0" (MIN)

8'-0" (MAX)

5 1 /2"

1'-0" 1'-0" 2'-0" (MIN)2'-0" (MIN)

B2 WHEEL STOP

NTS

8'-0" (TYP.)5'

5" BLUE ACCESSIBLE

ACCESSIBLE PARKING

SPACE INSIGNIA (TYP.)

SEE DETAIL A1 ON THIS

SHEET

ACCESSIBLE PARKING SPACE SIGN

(TYP.) SEE DETAIL B1, SHEET CS504

WHEEL STOP

SEE DETAIL B2 ON

THIS SHEET

(TYP.)

5" BLUE ACCESSIBLE

24"

5" BLUE ACCESSIBLE

8'-0"

VAN ACCESSIBLE SPACE

INCLUDE "VAN" SIGN; SEE DETAIL

B1, SHEET CS504

(TYP.)2'-0

4" (TYP.)

4"

(TYP.)

B3 ADA PARKING SPACE

NTS

A1 ADA PARKING INSIGNIA A2 CHEVRON STRIPING A3 MOTORCYCLE PARKING SPACE

WHEEL STOP, SEE DETAIL B2 ,THIS SHEET

5'

EDGE OF PAVEMENT

FACE OF CURB, CURB AND

SIDEWALK; SEE PLANS

WHITE STRIPE

2'

- 0

(T

YP

9' - 0" (TYP.)

2" (TYP.)

4" (TYP.)

4" (TYP.)

3'-0"

1'-0

R

6" DIA

6" TYP

3"+

6" 3"

7 1/2"

1'- 6" 3'- 6"

4 1 /2"

'-0

EDGE OF

PAVEMENT

CENTER SYMBOL

BETWEEN PARKING

STRIPES

SYMBOL

PAINTED

WHITE

POTS

6"

6" RED FLIGHT LINE

RESTRICTED AREA

MARKING

AIRSIDELANDSIDE

N A

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IN

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P -2

A

TC

T

O W

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A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS503

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

PARKING

RESERVED

RGM

5/16" - 18 BOLTS & NUTS

1 1/4"

1 1 /4"

1 3/4" X 1 3/4" NOMINAL TUBE

BOLT @ SIGN

N.T.S.

SIGN @ SLEEVE BASE

N.T.S.

12"

2" X 2" NOMINAL TUBE

2 1/4" X 2 1/4" NOMINAL TUBE

SIGN SIGN

1 11/32"

TUBE

5/16" - 18 BOLTS & NUTS

/32

" M

IN

7'- 0"

"VAN" FOR VAN

ACCESSIBLE SPACE

1 3/4" X 1 3/4" NOMINAL

TUBE

INSTALL BOLT @

TOP & BOTTOM OF

SIGN: SEE "BOLT

DETAILS" THIS SHEET

INSTALL BOLT @ BASE-

SEE "BOLT DETAILS THIS

SHEET

DRIVE ANCHOR BASE &

SLEEVE INTO SOIL

2" X 2" NOMINAL TUBE

2 1/4" X 2 1/4" NOMINAL

TUBE

" M

IN

3"

NOTES:

1. FURNISH & INSTALL SIGN POSTS, ANCHOR BASES

AND SLEEVES AS SPECIFIED.

2. SIGN POST MUST BE YIELDING BREAKAWAY TYPE.

3. SIGN POST MUST BE PERFORATED, WELDED, SQUARE

TUBING, PERFORATIONS MUST BE DIAMETER ON 1"

CENTERS.

4. SIGN POST MUST BE U.S. STANDARD 12 GAUGE

CARBON STEEL CONFORMING TO ASTM A-446. SIGN

POST MUST BE GALV. IN ACCORDANCE WITH ASTM

A-525, COATING 90, AFTER FABRICATION.

5. SIGN POST MUST BE STRAIGHT AND HAVE A SMOOTH

UNIFORM FINISH. IT MUST BE POSSIBLE TO

TELESCOPE CONSECUTIVE SIZES OF SIGN POST

TUBE. ALL HOLES AND CUTOFFS MUST BE FREE OF

BURRS.

6. SIGN POST, ANCHOR BASE & SLEEVE MUST BE

INSTALLED PLUMB.

7. ACCESSIBLE PARKING SIGNS MUST CONFORM TO THE

CURRENT EDITION OF THE "MANUAL ON UNIFORM

8. TRAFFIC CONTROL DEVICES".

9. SIGNS MUST BE 0.080 GAUGE ALUMINUM. SIGNS MUST

CONFORM TO ASTM B209, ALLOY 6061-T6 OR ASTM

B221, ALLOY 6063-T6. SIGN BLANKS MUST BE

CHEMICALLY TREATED TO MEET ASTM B449.

10. SIGN FINISH MUST BE HIGH INTENSITY.

11. ALL BOLTS MUST BE STAINLESS STEEL.

B1 ADA PARKING SPACE SIGN

NTS

24"

2"

6"

1/2" R

3"

1. PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS POINTS OR A

MAXIMUM OF 60' ON STRAIGHT SECTIONS. GREASE THESE DOWELS AND WRAP

ON ONE END WITH EXPANSION TUBES.

2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT APPROXIMATELY 15' INTERVALS.

THESE JOINTS MUST PASS THROUGH THE ENTIRE CURB SECTION.

3. FIX DOWELS WITH BAR CHAIRS OR EQUAL.

NOTES:

1-1/2" R

#5 x 24" SMOOTH

DOWELS (SEE NOTES)

SLOPE TO MATCH

PAVEMENT4"

EXPANSION JOINT

EXPANSION JOINT

(NOT REQUIRED WITH

ASPHALTIC PAVEMENT)

B3 CONCRETE STOOP

NTS

A1 CONCRETE CURB AND GUTTER

NTS

MIN

FINISH GRADE

CONCRETE

8" STD WT STEEL PIPE

WITH SAFETY YELLOW PAINT.

(FILL WITH CONCRETE)

PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS

TO SSPC-SP6 QUALITY AND 1.0 MIL MIN PROFILE

DEPTH. FIRST COAT IS TO BE ALKYD PRIMER AT

MIN 40% SOLIDS BY VOLUME. APPLIED AT 2 MILS

DRY. SECOND AND THIRD COATS ARE TO BE

ALKYD GLOSS ENAMEL MIN 40% SOLIDS BY

VOLUME. EACH COAT APPLIED AT 1.5 MILS

DRY. TOTAL COATING5 MIL MIN DRY FILM.

1" 2'-

4'- 0"

3"12"

1"

NOTE:

A2 BOLLARD

NTS

MIN

FINISH GRADE

CONCRETE

5" DIA SCHEDULE 80 STEEL PIPE.

PAINT SAFETY YELLOW.

PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS

TO SSPC-SP6 QUALITY AND 1.0 MIL MIN PROFILE

DEPTH. FIRST COAT IS TO BE ALKYD PRIMER AT

MIN 40% SOLIDS BY VOLUME. APPLIED AT 2 MILS

DRY. SECOND AND THIRD COATS ARE TO BE

ALKYD GLOSS ENAMEL MIN 40% SOLIDS BY

VOLUME. EACH COAT APPLIED AT 1.5 MILS

DRY. TOTAL COATING5 MIL MIN DRY FILM.

1" 2'-

3'- 0"

3"12"

1"

NOTE:

A4 REMOVABLE BOLLARD

NTS

6" DIA STEEL PIPE

3/8" THICK, SQUARE STEEL

PLATE WELDED TO PIPE

GRANULAR MATERIAL

1:12

1:1

1:121:5

DOOR

WIDTH VARIES SEE PLANS EXTERIOR WALL

1/2" EXPANSION JOINT

1:50

6"

1/2" RADIUS EXPOSED EDGE

1/2

EXTERIOR PAVEMENT

FINISHED FLOOR ELEVATION

GRADE BEAM OR

FOUNDATION

#4 @ 12" EW CENTERED

6"

1:50

1/2

6"

1:12

5'-0" 5'-0"

EXTERIOR PAVEMENT

#4 @ 12" EW CENTERED

TYPE B PLAN VIEW

TYPE A SECTION VIEW

GRADE BEAM OR

FOUNDATION

1/2" EXPANSION JOINT

1/2" EXPANSION JOINT

TYPE B SECTION VIEW

3.2 5'

3.25'3.25'

3.2 5'

BO

BO

BOLLARD (TYP)

SEE DETAIL A4 ON SHEET CS505

BO 3.25'

3.2 5'

3.2 5'

3.25' BO

PROVIDE SIDE SLODES

WHERE SHOWN ON PLANS

PROVIDE SIDE

SLODES

WHERE SHOWN ON

PLANS

NOTE:

1. PROVIDE BOLLARDS

WHERE SHOWN ON

PLANS.

6'-0" 6'-0"

5'-0"

1/2" EXPANSION JOINT

7.5"

2'

1/2" EXPANSION JOINT

2'

7.5"

1/2" EXPANSION JOINT

SLOPE

SLOPE SLOPE

SLOPE SLOPE

SL

OP

E

SL

OP

E

SIDEWALK

AS INDICATED ON PLAN

1:50

1/2

" EXTERIOR PAVEMENT

FLUSH WITH CONCRETE

STOOP ON 3 SIDES

FINISHED FLOOR ELEVATION

GRADE BEAM OR

FOUNDATION

#4 @ 12" EW CENTERED

6"

TYPE C SECTION VIEW

1/2" EXPANSION JOINT

5'-0"

1/2" EXPANSION JOINT

2'

7.5"

SLOPE

N A

V A

L

FA

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IN

E

E R

IN

G

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P -2

A

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T

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A N

D A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS504

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

5' MAX

5'

MA

X

D

4"

4" TROWEL FINISH (TYP.)BROOM

SAWED

JOINTS(TYP)

EXPANSION JOINTS

@ 25' CTRS MAX(T

YP

SAWCUT

PLAN

4" P.C.C.

4" NCDOT ABCCOMPACTED SUBGRADE

SECTION A

1/2" RADIUS (TYP.)

1. APPLY BROOM FINISH NORMAL TO DIRECTION OF TRAFFIC.

2. SEE DETAIL C2 FOR TYPICAL SIDEWALK JOINTS.

NOTES:

A

B

EXPANSION JOINT

SECTION B

6 X 6 - W1.4 X W1.4COMPACTED SUBGRADE

4" CRUSHED ROCK BASE

4" P.C.C.

4"

1/8" 1" 1/2" 1/4

SAW JOINT

NOTES:

EXPANSION JOINT

PRE-FORMED EXP.

JOINT MATERIAL

1/8" RAD 1/8" RAD

1. SAW JOINTS TO BE LOCATED TO MAINTAIN AN APPROXIMATE SQUARE SLAB

AS INDICATED ON PLANS.

2. EXPANSION JOINTS TO BE LOCATED WHERE WALK ABUTS CONCRETE CURBS,

DRIVES, STRUCTURES AND WHERE WALK CHANGES DIRECTION.

C1 CONCRETE SIDEWALK

NTS

C2 TYPICAL SIDEWALK JOINTS

NTS

7"

6"

1"

1. PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS POINTS OR A MAXIMUM OF 60' ON STRAIGHT

SECTIONS. GREASE THESE DOWELS AND WRAP ON ONE END WITH EXPANSION TUBES.

2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT APPROXIMATELY 15' INTERVALS. THESE JOINTS MUST

PASS THROUGH THE ENTIRE CURB SECTION.

3. FORM NOT REQUIRED BELOW GRADE.

NOTES:

#5 x 24" SMOOTH

DOWELS (SEE NOTES)

FINISH

PAVEMENT

GRADE

1/2" R 1 1/2" R

SIDEWALK

AS INDICATED ON PLAN

EXPANSION JOINT

EXPANSION JOINT

(NOT REQUIRED WITH

ASPHALTIC PAVEMENT)

B2 CONCRETE HEADER CURB

NTS

4'

1 1

" M

IN

3"

3"

1/8"

3/4"

1 1/2"

5'

SECTION

DETAIL C

4'

SIDEWALK (TYP)

PLAN VIEW

EXPANSION JOINT

1/4" TREAD PLATE

EXPANSION

JOINT (TYP)

6"x6" W3xW3

WELDED WIRE MESH

14" SCREW AT 12" O.C

14" TREAD PLATE,

GALVANIZED STEEL

PEDESTRIAN RATED

14" X 3 4" BAR

2" X 1/4"#10 BARS WELDED

TO ANGLE @ 18" O.C.

C4 SIDEWALK CULVERT

NTS

SEE DETAIL "C"

24"

6"

GUTTER LINE

HEADER CURB TAPERED END

24"

6"

GUTTER LINE

6"

24"

CURB AND GUTTER TAPERED END

A1 CURB TAPER

NTS

N A

V A

L

FA

C

IL

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IE

S E

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IN

E

E R

IN

G

C O

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A N

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P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS505

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

NO SCALE

PLAN

NO SCALE

ELEVATION

GATE

GUARD POST

GATE POST SPACING

10'-0" MAXIMUM

16" MIN.

DIA.

3'- 6"

M

IN

6" 6"

3'- 6"

CONCRETE BASE

BOTTOM RAIL OR

TENSION WIRE

LINE POST

TIE WIRES

(TYP.)

TOP RAIL OR

TENSION WIRE

TRUSS ROD

(3/8" MIN. DIA.)

BRACE RAIL

4" DIA. GATE

POST (1 OF 3)

#52 ROLL CHAIN

4" DIA. POST

GATE

OPERATOR

4" DIA. POST

5" MAX. CLEAR

TRUSS RODS

WELDED AT

UPPER CORNERS

STRETCHER

BAR & BANDS

3/8" DIA.

TRUSS ROD

BACK FRAME GATE FRAME

SECURE SIDE

UNSECURE SIDE

4" O.D. POST

4" O.D. POST

GATE FRAME

GUIDE ROLLER

ASSEMBLY

GATE FRAME

TRUCK ROLLER

ASSEMBLY

GATE

MALLEABLE

IRON ROLLERS

MALLEABLE

IRON ROLLERS

4" O.D. POST 4" O.D. POST

GATE

NO SCALE

LOWER GUIDE ROLLER ASSEMBLY

NO SCALE

UPPER TRUCK ROLLER ASSEMBLY

LOWER GUIDE

ROLLER ASSEMBLY

UPPER TRUCK

ROLLER ASSEMBLY

3 STRANDS OF

BARBED WIRE

NO SCALE

PIPE GUARD DETAIL

1'-6"

6" 4'-

0" 4'-

0"

CONCRETE

SLOPE TOP OF

FOOTING AWAY

FROM PIPE AS

SHOWN

ROUND TOP

FILL PIPE WITH

CONCRETE

6" DIA. STANDARD

WEIGHT STEEL PIPE

PAINTED SAFETY

YELLOW

OUTIGGER WITH 3

STRANDS OF BARBED

WIRE

X X

XX

X X

X X X X X X X

XXXXXXX

X X X X X X X

X X X X X X X

XXXXXXX

X X X X X X X

X X X X

XXXX

X X X X

X X

XX

X X X X X X X X X

XXXXXXX

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

XXXXX

X X X X X

X X

XX

X X X X X X X X

XXXXXX

X X X X X X X X X X

XXXX

X X X X

X X

XX

X X X X X

XXX

X X X

X X

XX

X X

XXX XXX XXX XXX XXX XX

X

XX

X

XX

X

XX

X XXX X

X X X

X X X X

XX

X X

X X X X X

XXXXX

X X X X X

3-STRANDS OF

BARBED-WIRE

3 STRANDS OF

BARBED WIRE

XX

X X

XX

XX

X X

XX

X X

XX

X X X X X

XXX

X X XX

X X X X X

XXX

X X X

3-STRANDS OF

BARBED-WIRE

X X X X XX X X XX

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 X X X X

GATE OPERATOR

NOTES:

1. CANTILEVERED SLIDE GATES MUST CONFORM TO ASTM F1184.

2. GATE FRAMES MUST BE EITHER ZINC-COATED STEEL OR ALUMINUM ALLOY.

3. ROLLERS MUST BE EITHER INTERNAL OR EXTERNAL.

4. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

TO LIMIT OTHER TYPES OF GATE SECTIONS AND METHODS OF INSTALLATION.

5. INSTALL WARNING SIGNS SHOWN ON EACH SIDE OF FENCE FABRIC.

WARNING

Moving Gate Can Cause Serious Injuy or Death KEEP CLEAR! Gate may move at any time Without Prior Warning Do not let children operate the gate or play In the gate area.

This entrance is for vehicles only.

Pedestrians must use separate entrance.

NO SCALE

WARNING SIGN DETAIL

WARNING

SIGN

ELECTRO-

MECHANICAL

LOCKING

CATCH

1 1

1SECTION

EXTERNAL ROLLERS INTERNAL ROLLERS

GATE OPENING

A1 MOTORIZED SLIDE GATE

NTS

GATE OPENING, WIDTH AS INDICATED ON PLANS

FE

NC

E

HE

IG

HT

N A

V A

L

FA

C

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S E

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IN

E

E R

IN

G

C O

M M

A N

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

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F

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ID

CS506

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

BARBED WIRE

TOP RAILΔ

Δ / 2

SECURITY FENCE - CORNER PLAN

SECURE SIDE

A1 FE6 CHAIN-LINK FENCE

NTS

NO SCALE

LINE POST

TOP RAIL

BRACE RAIL

TIE WIRES

(TYP.)

TRUSS ROD

(3/8" MIN. DIA.)

CONCRETE BASE

CORNER, END,

OR PULL POST

16" MIN. DIA.

6" 3'-

4" M

IN

2"

3'- 4"

M

IN

6"

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN. DIA.

FA

BR

IC

W

ID

TH

2"

TIE WIRES (TYP.)

LINE POST

GRADE

TENSION

WIRE

BOTTOM

OF FABRIC

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

NO SCALE

FASTENING DETAILS

TRUSS ROD AND BAND

ROUND POST

BRACE RAIL CLAMP DETAILS

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

2" (T

YP

CONCRETE

BASE

TRUSS ROD

(3/8" MIN. DIA.)

TENSION

BAND

TRUSS ROD

(3/8" MIN. DIA.)

TENSION

WIRE

CARRIAGE BOLT

TENSION BAR

TENSION BAR TO ENGAGE

EACH FABRIC LINK

FABRIC

TENSION BAND

(15" O.C. MAX. AND WITHIN 4" FROM

TOP AND BOTTOM OF FABRIC)

2.25" x 1.70" 2.25" x 1.70" 2.375" O.D.

2.875" O.D.

2.50" SQ.

3.50" x 3.50"

1.66" O.D.

1.50" O.D.

1.625" x 1.50" 1.625" x 1.25"C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

LINE POSTS

C-SECTION (ROLL-FORMED)

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION MIN. OD (NOMINAL)

STEEL POST SCHEDULE

FABRIC 72" TO 96"

NOTES:

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES

FENCE LEGEND:

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

FABRIC

9-GAGE TIE WIRES

(2'-0" O.C. MAX.)

TIE WIRE

(15" O.C. MAX AND

WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

TIE WIRE

(15" O.C. MAX AND

WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

GROUNDING DETAIL

NO SCALE

NO SCALE

BRACE PANEL DETAIL

'-0

1'-

0"

3/4" DIA. COPPER-CLAD

STEEL GROUND ROD

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING

OF COPPER

#8 AWG SOLID

COPPER WIRE

FENCE POST

10'-0" MAX. 10'-0" MAX.

TRUSS ROD TRUSS ROD

LINE POSTLINE POST BRACE RAILS

BRACE

RAILS

PULL POST

TOP RAIL OR

TENSION WIRE

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

10'-0" MAXIMUM

TIE WIRES

(TYP.)

BARBED-WIRE APRON

ON EXTENSION ARMS

X X X X X X

XX

X XXXXXXXXXXX

X

X X X X X X

X X X X XXXXX

X X X X X X X

XXXXXX

X X X X X X

X X X X

XXXX

X X X X X X X

XXX

X X X

X X X X X

XXXXX

X X X X X

X

X

X

X

X

X X

X X

X X

X

XXX

X

X

X

NO SCALE

EXTENSION ARM DETAILS

LINE POST CORNER POST

1'-0"

1'- 0"

45 DEGREES

1'-6 " 6" (

TYP.)

38" PLAIN PIN

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

RIVETED FLUSH (TYP.)

1'- 0"

1'-10" 7.5" (T

YP.)

LOCK PIN (TYP.)

35 DEGREES

BARBED

WIRE (TYP.)

X X X X X

XXXXX

X X X X X

X X X X

X

XX

XXX

X X

X X X X

XXXX

X X X X

X X X X

XXXX

X X X X

X

X

X X

X

X

H-SECTIONFE6 CHAIN-LINK SECURITY FENCE ELEVATION

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE

MANUFACTURER.

2. CONSTRUCT WIRE TIES, RAILS, POSTS, AND BRACES

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. PLACE

CHAIN-LINK FABRIC ON THE OPPOSITE SIDE OF THE SECURE AREA.

3. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL FE6 FENCE

MUST HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING

PROTECTED.

4. INSTALL C-SECTION POSTS SO THAT THE VOID INSIDE THE POST IS

COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE

FOUNDATION.

24" MOW STRIP, 4" DEPTH

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SUITE 300

CHESAPEAKE, VA 23320

IS

SU

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F

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CS507

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

25' - 4"

BOLLARD

RE: CIVIL

DRAWINGS

EQ

1' - 4"

1' - 4"

#5 CONTINUOUS

1' - 4"

2' - 0"

PRE-FINISHED

ALUMINUM GATE GALVANIZED

ANGLE BEYOND

4" X 2" TOP, BOTTOM

AND JAMB

ALUMINUM RAILS

CONTINUOUS

HINGE, TYP.

CANE BOLT

EACH DOOR

WHEEL SUPPORT

@ EACH DOOR

#5 @ 12" O.C.

TRANSVERSE

(4)#5

LONGITUDINAL

1' - 0"

2' - 0" 2' - 0" 3' - 6" DIA.

EXPANSION

JOINT, TYP.

PAVING, SEE PLAN

CONCRETE SLAB WITH

#4 @ 9" EACH WAY,

CENTERED IN SLAB

2' - 0"

8" SPLIT FACE

@ CORNER

1ST COURSE

11' - 4" 25' - 4"

CL 11' - 4" 1' - 4"

EXTERIOR

GRADE

RE: CIVIL

DRAWINGS

1ST COURSE

PREMOLDED

JOINT FILLER

CONCRETE SLAB

ON GRADE

REINFORCE EACH MASONRY

CORE WITH (1) #5 VERTICAL

IN GROUT FILLED CORES

ADHESIVE ANCHORS &

GALVANIZED ANGLE BY

GATE MANUFACTURER

8X4 GALVANIZED

ANGLE, PAINT MATCH

GATE COLOR

PRE-FINISHED

ALUMINUM GATE

8" SPLIT FACE

@ CORNER

GRIND SPLIT FACE SMOOTH

& BULLNOSE CORNER TO

CONFORM TO TIGHT FIT OF

ANGLE TO WALL

1' - 9" CL 1' - 9"

GALVANIZED 10"

STEEL PIPE, FILL

WITH CONCRETE

LINE OF FOOTING

BELOW

GALVANIZED 10"

STEEL PIPE, FILL

WITH CONCRETE

ALIGN CENTER OF

COLUMN TO

CENTER OF SPLIT

FACE CMU JAMBS

EXPANSION JOINT

PRE-FINISHED

ALUMINUM GATE

8" 1' - 4"

2ND COURSE

PRE-FINISHED

ALUMINUM GATE

GRIND SPLIT FACE SMOOTH

& BULLNOSE CORNER TO

CONFORM TO TIGHT FIT OF

ANGLE TO WALL

10" SPLIT FACE

CMU SOAP

8" SPLIT FACE

8X4 GALVANIZED

ANGLE, PAINT TO

MATCH GATE COLOR

2ND COURSE

EQ

GROUND MOUNTED

DOOR STOP BY GATE

MANUFACTURER (4)

10' - 11"

EQ EQ

10"

EQ

10' - 11" 1' - 4"

EQ 10" SPLIT FACE

10" SPLIT FACE

CMU SOAP

10" SPLIT FACE

CMU SOAP

10" SPLIT FACE

REINFORCE EACH

MASONRY CORE WITH

(1) #5 VERTICAL IN

GROUT FILLED CORES

CONTINUOUS CMU BOND

BEAM WITH (2) # 5

CONTINUOUS BOTTOM

PRECAST CAP

WITH DRIP EDGE

STAINLESS STEEL

THROUGH WALL

FLASHING

CONTINUOUS

SEALANT

BOTH SIDES

STAINLESS STEEL

THREADED DOWEL

10" SPLIT FACE REINFORCED

WITH #5 AT 32" O.C. VERTICAL

8" SPLIT FACE

@ CORNER 1' - 4"

8" SPLIT FACE

@ CORNER 8" 1' - 4"

1' - 0"

PREFINISHED

ALUMINUM FRAME

LOUVERED

PREFINISHED ALUM

NO SITE LINE

2"

8'

- 0

0"

4" 7'

- 8

SL

OP

E

AS

S

HO

W N

ON

G

RA

DI

NG

P

LA

NS

EQ

EQ

5'

- 0

8'

- 0

1'

- 0

1'

- 0

7"

8" 1'

- 4

1'

- 4

8"

4" 3"

6" 1'

- 4

5'

- 0

1'

- 4

CL

EQ

EQ

7'

- 8

4" 4"

EQ

E

Q

8"

#5 TIES AT 16" OC

TOP AND BOTTOM

C1 ENCLOSED DUMPSTER PAD

NTS

CS508

B1

B1 DUMPSTER ENCLOSURE ELEVATION

NTS

A1 DUMPSTER ENCLOSURE GATE ELEVATION

NTS

B2 SECTION A-A

NTS

D4 COPING DETAIL

NTS D5 SECTION B-B

NTS

CS508

A1

C4 CORNER LAYOUT

NTS

B4 CORNER LAYOUT @ JAMBS

NTS

A2 SECTION C-C

NTS A4 SECTION D-D

NTS

CS508

C4

CS508

B4

CS508

B2 A

A

CS508

A2C

C

CS508

D5

B

B

CS508

D4

A5 ENCLOSURE JAMB DETAIL

NTS

CS508

A5

CS508

A4

D

D

NOTES:

1. GATE COLOR SHOULD

MATCH MTL-1 (KYNAR 500

DARK BRONZE) AS SHOWN

ON THE EXTERIOR FINISH

SCHEDULE ON SHEET

A-201.

2. SPLIT-FACE CMU BLOCK TO

MATCH BUILDING. REFER

TO SHEET A-201 FOR

SPLIT-FACE CMU BASIS OF

DESIGN AND COLOR.

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS508

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

10'-0" (MAXIMUM)END BAY MULTIPLES OF

10'-0" MAXIMUM

TOP RAIL

ANGLE OR

CORNER POST

FINISH

GRADE

CHAIN LINK FABRIC

W/ PVC SLATS

2" 6'-

0"

BOTTOM RAIL 3'-

0"

6"10"

(MIN)

CONCRETE

FOOTING (TYP)

TRUSS ROD

A3 SCREENED CHAIN-LINK FENCE

NTS

COMPACT EXISTING SUBGRADE

PROVIDE 8" CONC SLAB W/ #4 REINFORCING

BARS @ 12" OC, EACH WAY, MOS (TYP)

10" AGGREGATE BASE COURSE

4"

1-1/4" TYP.

SCHEDULE 40

PIPE

TURNSTYLE NOTES:

1. TURNSTILE MUST BE COMPOSED OF CARBON STEEL. ALL MATERIALS MUST BE HOT-DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A123.

2. TURNSTILE MUST HAVE BI-DIRECTIONAL CONTROLS: IN THE CASE OF A POWER FAILURE, OUTBOUND TRAFFIC MUST BE SET TO "FAIL SAFE"; THE INBOUND TRAFFIC WILL HAVE A "FAIL LOCK" MECHANISM (UNLESS OTHERWISE

DIRECTED BY THE ACTIVITY VIA THE CONTRACTING OFFICER).

3. PROVIDE CARD READER MOUNTING PLATES FOR BOTH SIDES (INBOUND & OUTBOUND) OF TURNSTILE. CARD

READER WILL BE INSTALLED BY THE ACTIVITY AT A LATER DATE.

4. BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL SURFACE.

5. ALLOW 5 INCH CLEARANCE ABOVE TOP OF TURNSTILE TO REMOVE LIFT-OFF TYPE TOP COVER.

6. CONCRETE MOUNTING SLAB MUST BE LEVEL WITHIN 1/4". SEE DETAIL C2 THIS SHEET FOR CONC MOUNTING PAD.

7. PROVIDE AN ELECTRICAL 3-ROTOR FULL HEIGHT TURNSTILE AS MANUFACTURED BY TOMSED, MODEL

THT-100ECP(3), OR APPROVED EQUAL.

8. TURNSTILE MUST HAVE FINISH TO MATCH ADJACENT FENCEWORK: POWDER COATED BLACK FOR ORNAMENTAL

FENCE AND GALVANIZED FOR CHAIN-LINK.

9. INSTALL 3 STRANDS BARBED WIRE OR CONCERTINA WIRE OVER TOP CHANNEL OF TURNSTILE (BETWEEN

ADJACENT FENCE POSTS) TO HINDER SCALING UNIT.

4 7 /8"

T

YP

2'

- 0

3/ 8"

6'

- 0

4'

- 3

/16

6' - 0"

5"

7'

- 2

1/

" E

LE

CT

RI

CA

L

5' - 0"

RED & GREEN

INDICATOR LIGHTS

(OPTIONAL)

(04) CEILING PL

16 GA CRS

(02) TOP CHANNEL

[SEE NOTE 9 ABOVE]

CARD READER MOUNTING PL

(EA SIDE)

(05) SHIELD ASSEMBLY

WELDED

BARRIER BARS

1-14 " OD

SCHED 10 PIPE

END TUBE

2" x 2" x 18" CRS

(06) ROTOR ASSEMBLY WELDED

FIN FLR

REINFORCMENT STRAP

14" X 112" CRS

(2 PLACES)

(03) POWER

CONNECTION

110 VAC

(01) BARRIER

ASSEMBLY WELDED

ANCHOR BOLTS

38" x 4" (9 PLACES)

BARRIER POSTS

2" x 2" x 18"

WELDED ALL AROUND TYP.

BOTTOM FLANGE

(08) BOTTOM BEARING

(07) ALUMINUM BASE

PLATE SEE DETAIL C2 THIS SHEET

FOR DIMENSIONS

02 03

ISOMETRIC VIEW

BOTTOM BEARING DETAIL ELEVATION

PLAN

TURNSTYLE MOUNTING SLAB

3/4" CHAMFER

A1 PEDESTRIAN TURNSTYLE

NTS

4'-0"

2"

3'- 0"

6"12"

GATE

FRAME

GATE POST GATE POST

BARBED WIRE

TOP RAIL

BRACE

CHAIN

LINK FABRIC

BRACE

(MIN.)

CONCRETE

FOOTING (TYP)

TRUSS ROD

A4 SECURE PERSONNEL GATE WITH CARD READER

NTS

NOTES:

1. COORDINATE MAGNETIC LOCKING SYSTEM AND CARD READER WITH ACCESS SECURITY PLANS.

SEE PLANS

6'- 0"

2" 6"

3'- 0"

12"

9"

MIN

MIN

FINISH GRADE

PLUNGER ROD CATCH

GATE POST

GATE FRAME GATE POST

TRUSS

RODS

CHAIN

LINK

FABRIC

W/ PVC

SLATS

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

W/ PVC

SLATS

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

MI

N

CONCRETE

FOOTING (TYP)

C4 MANUAL DOUBLE SWING GATE

NTS

CONCRETE MOUNTING SLAB

SIDEWALK

NOTE:

1. COORDINATE PVC SLAT COLOR WITH EXTERIOR

FINISH SCHEDULE ON SHEET A-201

NOTE:

1. COORDINATE PVC SLAT COLOR WITH EXTERIOR

FINISH SCHEDULE ON SHEET A-201 N

A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS509

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

ELEVATION

ROAD WIDTH

SIDE VIEW

12" TYP.

NOT TO SCALE

4'- 0"

DIAM.

DIAM.

NOT TO SCALE

SAWCUT DETECTOR LOOP DETAILS

TYPICAL SAWCUT DETECTOR LOOP CORNER DETAILS

2" M

IN

ROAD WIDTH

GATE OPERATIONAL REQUIREMENTS

1. GATE MUST NORMALLY BE IN THE CLOSED POSITION. THE GATE MUST BE OPENED USING A PROXIMITY CARD

READER. THE GATE MUST NOT CLOSE UNTIL THE VEHICLE HAS CLEARED THE GATE.LAYOUT OF DETECTOR

LOOPS MUST CONFORM TO GATE OPERATOR MANUFACTURER'S RECOMMENDATIONS.

2. THE GATE ARM MUST BE CAPABLE OF BEING RAISED OR LOWERED MANUALLY.

3. THE SENSITIVE REVERSING LOGIC MUST ENSURE THAT THE GATE ARM WILL AUTOMATICALLY REVERSE IT'S

DOWNWARD MOTION SHOULD ANY OBJECT BE STRUCK BY THE GATE ARM DURING IT'S DESCENT AND MUST IMMEDIATELY RETURN TO THE UPRIGHT POSITION AND REMAIN UP UNTIL AUTOMATIC RESET BY A VARIABLE

TIMER CONTROL.

4. GATE MUST BE ABLE TO BE OPENED BY THREE MEANS:

4.1. PROXIMITY CARD

4.2. ACCESS-INTERCOM PHONE

4.3. REMOTE SWITCH LOCATED WITHIN KITCHEN.

6'- 0"

T

YP

8'-0" TYP.

6" MIN.

NOT TO SCALE

CONCRETE FOUNDATION DETAIL

PLAN

PLAN

NOTE:

DIAMETER OF CONCRETE FOUNDATIONS FOR GATE OPERATOR

AND CARD READER MUST BE SUCH THAT A MINIMUM CLEAR COVER

OF 6 INCHES MUST BE PROVIDED FROM EXPANSION ANCHORS.

GENERAL NOTES:

1. INSTALL BARRIER GATES, CARD READERS, LOOP DETECTORS AND SEALANT IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS. SUBMIT A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO

THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO INSTALLATION.

2. PROVIDE UL PACKAGED GATE ARM OPERATOR AND GATE ARM TO MEET PERFORMANCE/OPERATIONAL REQUIREMENTS BELOW. PROVIDE ALL EQUIPMENT NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. PROVIDE AND INSTALL ALL PERIPHERAL AND ACCESSORY EQUIPMENT INCLUDING BUT NOT LIMITED TO SAFETY LOOPS, BATTERY BACKUP, VOLTAGE SURGE SUPPRESSION AND AUDIO/VISUAL ALARM. OPERATOR MUST BE COMPATIBLE WITH VIDEO INTERCOM SYSTEM. VIDEO INTERCOM SYSTEM MUST HAVE CAPABILITY TO OPEN/CLOSE GATE ARM. PROVIDE SHOP DRAWINGS INCLUDING EQUIPMENT CUTSHEETS AND WIRING DIAGRAMS FOR ALL EQUIPMENT TO BE PROVIDED. BASIS OF DESIGN ELECTRICAL CIRCUIT IS SHOWN ON ELECTRICAL SHEETS. IF EQUIPMENT OF A DIFFERENT SIZE IS PROVIDED BY THE CONTRACTOR, FURNISH AND INSTALL THE PROPER SUPPORT EQUIPMENT, MOTOR STARTER, FUSES, CIRCUIT BREAKER, DISCONNECT SWITCH, WIRE AND

CONDUIT REQUIRED FOR THE EQUIPMENT AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. BARRIER GATES MUST OPEN 90 DEGREES TO HORIZONTAL.

4. BARRIER GATE ARM MUST BE WHITE WITH RED REFLECTIVE TAPE STRIPES. PROVIDE A PENDULUM GATE ARM

SUPPORT ONLY IF RECOMMENDED BY THE GATE MANUFACTURER.

5. THE NUMBER OF DETECTOR LOOP TURNS MUST BE AS RECOMMENDED BY THE GATE MANUFACTURER.

6. WHERE THE LOOP WIRES LEAVE THE LEAD-IN SAWCUT AT THE EDGE OF THE PAVEMENT, TIGHTLY TWIST THEM

WITH A MINIMUM OF FIVE TURNS PER FOOT.

7. AFTER THE DETECTOR LOOP HAS BEEN INSTALLED, PERFORM A LOOP INDUCTANCE AND LEAKAGE TEST. LOOP INDUCTANCE MUST BE BETWEEN 20 AND 2,500 MICROHENRIES. LEAKAGE RESISTANCE MUST BE EQUAL TO OR

GREATER THAN 100 MEGOHMS.

8. REINFORCING STEEL FY = 60 KSI.

9. THE MINIMUM COVER OF CONCRETE OVER REINFORCING STEEL MUST BE 3 INCHES.

10. PROVIDE SIMILAR VEHICLE DETECTOR LOOP LAYOUTS AND CARD READERS FOR EXIT LANES.

SEE NOTE 1-1/4" DIAM.

DRILLED HOLE

SAWCUT (TYP.)

LOOP SEALANT

(MIN. 1/2" DEPTH)

BACKER ROD

SAWCUT

DETECTOR WIRES (TYP.)

CONCRETE

FOUNDATION

GATE OR CARD

READER BASE

#3 BAR TIES

4-#6 BARS VERTICAL

CONCRETE FOUNDATION

PROXIMITY CARD READER

GOOSENECK STAND

PENDULUM

SUPPORT

#3 BAR TIES

4-#6 BARS VERTICAL

CONCRETE FOUNDATION

GATE ARM

VEHICLE BARRIER

GATE OPERATOR

VEHICLE

DETECTOR

LOOP

CARD READER, SEE

PLAN FOR LOCATION

CONCRETE HEADER CURB

CONCRETE HEADER CURB

VEHICLE BARRIER

GATE OPERATOR

VEHICLE

DETECTOR

LOOP

HEADER CURB CENTER ISLAND

A1 BARRIER ARM AND CARD READER

NTS

4'

- 0

N A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS510

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

2022-08-15T07:05:10-0400

2022-08-15T07:05:29-0400

2022-08-15T07:05:30-0400

2022-08-15T07:05:34-0400

2022-08-15T07:05:34-0400

2022-08-15T07:05:38-0400

2022-08-15T07:05:41-0400

2022-08-15T07:05:44-0400

2022-08-15T07:05:47-0400

2022-08-15T07:05:51-0400

2022-08-15T07:05:51-0400

2022-08-15T07:05:52-0400

2022-08-15T07:05:55-0400

2022-08-15T07:05:58-0400