Demo Drawings CS503-506.pdf

JOINT SPACING FOR STRAIGHT RUNS

WALK

WIDTH

CONTRACTION JOINT SPACING

EXPANSION

JOINT SPACING

TRANSVERSE LONGITUDINAL

5' 5' NOT REQUIRED 40' MAX.

10' 5' 5' 40' MAX.

SIDEWALK BANDED JOINT DETAIL

SECTION A-A

EXPANSION JOINT TOOLED CONTRACTION JOINT

1/2"

W A

L K

D

E P

T H

D E

P T

H

1/8" MIN.

M

I N

3/16"

3" SMOOTH

BAND FINISH

(TYP.)

MEDIUM

BROOM FINISH

(TYP.)

TOOLED CONTRACTION

JOINT W/O BAND (TYP)

WALK WIDTH

1/4" PER FOOT

BACKER ROD

PREFORMED

NON-EXTRUDING

JOINT FILLER

JOINT SEALANT

1/8" R1/8" R

1/8" R

6" GRADED-CRUSHED

AGGREGATE BASE COURSE

6" COMPACTED

SUBGRADE (95%)

EXPANSION

JOINT (TYP)

4" PORTLAND

CEMENT

CONCRETE

A1

CONCRETE SIDEWALK

SCALE: NTS

NOTES:

1. ASPHALT PAVEMENT SHALL BE IN ACCORDANCE WITH TENNESSEE DOT SPECIFICATION 411.

2. GCA BASE COURSE SHALL BE IN ACCORDANCE WITH TENNESSEE DOT SPECIFICATION 303, TYPE A, GRADATION D.

D1

STANDARD WHEEL CHAIR RAMP FOR COMBINED GUTTER AND FULL WALK

SCALE: NTS

D3

CURB TAPER

SCALE:

SECTION B - B

SECTION A - A

4"

4"

1'

1'

T+3/4"

T+3/4"

T

TOP OF CURBING

CONSTRUCTION

JOINT WITH KEYWAY

3/4" LIP CURB

SIDEWALK

V

A

R

I E

S

CONCRETE CURB

AND GUTTER

MATCH GEOMETRY OF

CURB AND GUTTER AND

SLOPE OF SIDEWALK

CURB & GUTTER SECTION

SEE SITE PLAN CS123

CURB & GUTTER SECTION

SEE SITE PLAN CS123

1/2" PER FT.

MAX SLOPE

1/2" PER FT.

MAX SLOPE

6.00' CURB TAPER

(SEE DETAIL D3)

1" PER FT. MAX

SLOPE

6.00' CURB

TAPER (SEE

DETAIL D3)

1" PER FT. MAX

SLOPE

MATCH CURB

GROOVE DETAIL

3/4"

FLO

W

2.00'

6"

1/2"

NOTES:

1. MATCH PROFILE OF EXISTING ROAD CURB.

2. PLACE 3/4" EXPANSION JOINTS AT RADIUS POINTS. DOWELS SHALL BE

GREASED ON ONE END.

1/4"R

1-1/2"R

1/2"R

COMPACTED

SUBGRADE

SEE

GRADING

PLANS

GRADED-CRUSHED

AGGREGATE

BASE COURSE

AGGREGATE OR

NEW ASPHALT

12" TYP

A4

CONCRETE CURB AND GUTTER

SCALE: NTS

K

C

K

C

C5

AIRCRAFT GROUNDING POINT LAYOUT (KC-135)

SCALE: NTS

LEGEND:

STOP BAR

STATIC GROUND

10.00' 10.00'

NOTES:

1. ALL STATIC GROUND POINTS

SHALL BE LOCATED A MINIMUM

OF 2.00' FROM ANY PLANNED

OR EXISTING JOINT.

STOP BAR LOCATION

INDICATED ON PLANSCS500

A1

ROLLED CURB SECTION

BETWEEN RAMPS

1 1/2"

CONCRETE

M

I

N

I

M

U

M

926.95

926.45 ON WEST SIDE OF BLDG

926.75 ON EAST SIDE OF BLDG

NOTE:

1. BUILDING FINISH FLOOR IS 927.00

C1

SPLASH BLOCK

SCALE: NTS

5'-0"

8" LANDSCAPING ROCK LAYER

(SEE DETAIL D3 ON CS504)

FACE OF BUILDING

SLOPE

FINISH FLOOR

DOWNSPOUT

VARIES

SPLASH BLOCK

926.45 ON WEST SIDE OF BLDG

926.75 ON EAST SIDE OF BLDG

C3

DOWNSPOUT TO SPLASHBLOCK SECTION (UNPAVED AREAS)

SCALE: NTS

5'-0"

5'-0"± - 10'-0" ROCK

BUILDING

LANDSCAPE ROCK

DOWNSPOUT

11.75 FFE

TUG DRIVE

SPLASH BLOCK

SEE C1 ON CS503

C2

DOWNSPOUT TO SPLASHBLOCK PLAN VIEW (UNPAVED AREAS)

SCALE:

date detailed checkeddesigned project contract rev.drawing file

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DATEREV.

REVISIONS

DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

5 6

D

C

A

B

1 2 3 4

E

D

C

A

B

E

5 61 2 3 4

95368-CS501.DWG

SITE DETAILS - 3

CS503 D

D. MUETING

R. BARUTH CHECKER

A 06-22-17 A.2 SUBMITTAL RB

B 10-10-17 B.1 SUBMITTAL RB

C 01-17-18 B.2 SUBMITTAL RB

D 03-27-18 B.3 SUBMITTAL RB

MIN

FINISH GRADE

CONCRETE

CONCRETE FILLED, STD WT

STEEL PIPE WITH BROWN PAINT

TO MATCH BASE STANDARD.

18"

ALL HARDSCAPE SHALL

D(50)= WASHED RIVER

SLICKS OVER FABRIC

VEGETATIVE BUFFER

12" COMPACTED SUBGRADE

D3

RIVER ROCK LANDSCAPING

SCALE: NTS

PROPEX GEOTEX 801

NON-WOVEN FABRIC

OR EQUIVALENT

NOTES:

1. LOCAL TENNESSEE RIVER STONE COLOR TO BE SUBMITTED

FOR APPROVAL BY CONTRACTING OFFICER PRIOR TO

ORDERING.

DIVERSION RIDGE

12" BASE ROCK

E X

I S

T I N

G

P

A V

R

O A

D W

A Y

VARIES - 50.00' (MIN)

CONTRACTOR TO DETERMINE BASED ON SWPPP REQUIREMENTS

M

I N

F L O

W

FLOW

FLOW

R

T

Y

P

F L O

W

SPILLWAY

SEDIMENT BARRIER

(SEE NOTE 4)

SECTION C

EXISTIN

G

PAVED

R

O

AD

W

AY

FILTER FABRIC FOR STABILIZATION

V

A

R

I E

S

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2%

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING

OF SEDIMENT ONTO ROADWAY, OR AIRFIELD PAVEMENTS. THIS MAY REQUIRE TOP DRESSING,

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

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO BASE, ROADWAY,

AIRFIELD, OR PUBLIC RIGHT-OF-WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE

THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. CONTRACTOR TO PROVIDE

EQUIPMENT FOR WASHING.

4. USE SANDBAGS OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED.

C

CS504

TEMPORARY STABILIZED

CONSTRUCTION ENTRANCE / DRIVE

EXPANSION

MATERIAL

AROUND

BOLLARDS IN

PAVEMENT

PAVEMENT

NOTES:

1. ALL NEW BOLLARDS SHALL HAVE BOLLARGARD 52" YELLOW

PLASTIC BOLLARD COVER WITH TWO RED REFLECTIVE

STRIPES AS MANUFACTURED BY INNOPLAST, OR APPROVED

EQUAL.

2. EXACT LOCATIONS SHALL BE COORDINATED WITH UTILITIES.

FIELD COORDINATE EXACT LOCATIONS WITH CONTRACTING

OFFICER'S REPRESENTATIVE AS REQUIRED.

INSTALL BOLLARD COVER OVER

STEEL BOLLARD. SEE NOTE 1.

9"

D1

BOLLARD

SCALE: NTS

TYPICAL PLACEMENT

AT CORNERS

C ROAD

L

20'-0"

NOTE:

1. STANDARD DETAIL PROVIDED APPLIES IN DIMENSION

AND NOTE TO ALL REFERENCED CROSSWALKS.

HOWEVER, THE SCHEMATIC IS GENERAL AND THE

EXACT LAYOUT SHOWN IN THE PLAN VIEW MAY VARY

FROM THE SITE PLAN.

28'-0"

(MIN)

A

D

C

S T

O P

4'-0" FROM RADII OF

INTERSECTING ROAD

OR SIDEWALK

6" SOLID WHITE STRIPE AND

LETTERING(FED-STD-595:

COLOR 37925)

STOP SIGN

12" WIDE WHITE

STOP BAR STRIPE

(FED-STD-595:

COLOR 37925)

9'-0" 5'-0" 9'-0''

NOTES:

1. PROVIDE ONE ACCESSIBLE PARKING SIGN PER ACCESSIBLE SPACE.

2. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB OR AT BACK OF

SIDEWALK IF SIDEWALK IS ADJACENT TO CURB.

6" WHITE MARKS

ON 2.00' CENTERS

45 DEGREES TO

PARKING

(FED-STD-595:

COLOR 37925)

CS505

C1

CS505

C2

(TYP)

(TYP)

CS504

A2

NOTES:

1. DETECTABLE WARNING SURFACE SHALL BE INSTALLED IN A

MANNER SUCH THATHE DOMES ARE PARALLEL TO THE

DIRECTION OF PEDESTRIAN TRAVEL.

2. INSTALL THE DETECTABLE WARNING SURFACE BEGINNING

AT BACK OF CURB.

3. DETACHABLE WARNING SURFACE SHALL BE FULL LENGTH OF

PARKING STALL (5-FEET AND 8-FEET) STRIPED LANES, WITH

MINIMUM 24-INCH WIDTH.

1.6"-2.4"

M

I N

PLAN

(ENLARGED)

ELEVATION

(ENLARGED)

TOP DIAMETER TO

BE 50%-65% OF THE

BASE DIAMETER

BASE DIAMETER

OF 0.9"-1.4"

PARKING

BLOCK (TYP)

CURB AND

GUTTER

SINGLE WHITE 6" STRIPE

(FED-STD-595: COLOR 37925)

DETECTABLE WARNING

SURFACE AT EACH LANE

BETWEEN PARKING STALLS

CS504

B1

SEE NOTE 1

STOP BAR, SIGN, AND STRIPING AT INTERSECTION DETECTABLE WARNING SURFACE ACCESSIBLE PARKING SPACES

A2

SCALE: NTS

A4

A1

2'-0" (MIN)

6'-0" (MIN)

ELEVATION

PLAN

END VIEW

NOTE:

1. MINOR DEVIATIONS OF A

MANUFACTURER'S STANDARD

PRODUCT FROM THE CROSS

SECTIONS, HOLES, AND

DRAINAGE OPENINGS SHOWN

ARE ACCEPTABLE.

HOLE FOR 1/2" STD PIPE OR 3/4" DIA.

REINF. ROD (OPTIONAL 1" x 3" HOLE)

(MIN)

2'-6" TO EDGE OF

PARKING STALL

OR FACE OF CURB

OR SIDEWALK

6-1/2"

12"

2'-0" (MIN)

12"12"

7'-0" (MAX)

DRAINAGE

OPENING

M

I N

6-1/2"

8"

4"

2"

2 #3

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

SHALL BE PLACED PRIOR TO

ASPHALT PARKING LOT SURFACING

OR IN A HOLE DRILLED IN THE

FINISHED SURFACE WITH TIGHT FIT

OBTAINED BY AN APPROVED

METHOD, OR DRIVEN INTO THE

SURFACE

1/2" MAX.

CLEARANCE

3/8" TOOLED

EDGE (TYP)

C

L

PAINTED STRIPES AS

SHOWN ON THE DRAWINGS

PARKING STALL

PRECAST CONCRETE OR RECYCLED

RUBBER WHEEL STOP

D4

SCALE: NTS

PARKING BLOCKS

B1

SCALE: NTS

CS505

D4

TOP OF HARDSCAPE SHALL

BE FLUSH WITH ADJACENT

PAVEMENT OR GRADE

date detailed checkeddesigned project contract rev.drawing file

C O

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DATEREV.

REVISIONS

DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

5 6

D

C

A

B

1 2 3 4

E

D

C

A

B

E

5 61 2 3 4

95368-CS501.DWG

SITE DETAILS - 4

CS504 D

D. MUETING

R. BARUTH CHECKER

A 06-22-17 A.2 SUBMITTAL RB

B 10-10-17 B.1 SUBMITTAL RB

NOTES:

1. PARKING SIGNS SHALL CONFORM TO THE CURRENT

EDITION OF THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES", OR PER LOCAL STANDARD.

2. PARKING SIGNS SHALL BE INSTALLED CENTERED IN

THE PARKING SPACE AND A MINIMUM 2.00 FEET

FROM THE EDGE OF THE CURB OR SIDEWALK .

3. THE BACK OF THE SIGNS AND POSTS SHALL BE

BROWN IN COLOR MATCHING FED STD 595B, 20122.

TYPICAL SQUARE TUBE POST SECTION

NOTES:

1. SIGN PANELS SHALL BE SINGLE SHEET ALUMINUM,

0.080"MINIMUM THICKNESS.

2. SIGN PANELS SHALL BE FASTENED DIRECTLY TO THE

POST.FASTEN TO SQUARE TUBE POSTS WITH TWO 1/4"

DIA.-20 UNC STOVE BOLTS.

3. A FIBER WASHER SHALL BE PLACED BETWEEN THE

BOLT HEAD AND THE FACE OF THE SIGN PANEL.

4. STEEL POSTS SHALL BE 12-GAUGE PERFORATED STEEL

TUBING. HOLES SHALL BE APPROXIMATELY 7/16"

DIAMETER SPACED APPROXIMATELY 1" ON CENTERS.

SIGN PANEL ATTACHMENT DETAILS

NOTES:

1. A MINIMUM OF 2 SHIMS ARE REQUIRED PER

INSTALLATION TO FILL GAP BETWEEN SIGN POST AND

ANCHOR.

2. INSERT BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED

IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR

ADDITIONAL STABILITY.

SIGN POST ANCHOR DETAILS

I N

S E

I G

N

P

O S

T

M

A X

N

O N

P

E R

F O

R A

T E

D

A

N C

H O

R

SHIMS

SINGLE HEAVY-DUTY 3"

SQUARE NON-PERFORATED

BREAKAWAY ANCHOR

FASTEN POST INTO ANCHOR

WITH 5/16" CORNER BOLT

1-1/2" ABOVE GROUND LEVEL

2-1/2" PERFORATED

SQUARE TUBING

(12 GAUGE)

2 1/2"

FIBER WASHER

1/4" DIA. - 20 UNC

STOVE BOLT

NUT

SIGN PANEL

LOCK

WASHER

SQUARE

STEEL

TUBE

POST

PERFORATED

SQUARE STEEL

POST

1/4" DIA. - 20 UNC

STOVE BOLT

SIGN PLAQUE

1/4" DIA. - 20 UNC

STOVE BOLT

I N

C

H O

R

D1

PARKING SIGN POST AND MOUNTING

SCALE: NTS

RESERVED

PARKING

12"

M

I N

R7-8 SIGN

FINISHED GRADE

UNDISTURBED

EARTH

3'-0"

3 1/2"

8"D

7"

14 1/4"

T

Y P

3"

R

14"

SOLID WHITE

(TYP.)

NOTE:

1. SYMBOL SHALL BE PAINTED AT END OF

PARKING STALL.

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

10'-0" MAXIMUM

TENSION WIRE

CORNER POST

CHAIN

LINK FABRIC

RUBBER TIRE FILLED WITH

CONCRETE (PAVED AREAS)

TENSION WIRE

NOTE:

1. CONTRACTOR TO ATTACH A LAYER OF SILT FENCE TO THE BOTTOM OF

TEMPORARY CONSTRUCTION FENCE TO CONTROL FOD OR MATERIALS

FROM GOING UNDER THE FENCES.

2. CONSTRUCTION FENCE IN UNPAVED AREAS TO HAVE POSTS INSTALLED 3'-0"

INTO THE GROUND.

OUTRIGGER

WELDED TO

POST (TYP)

3 STRAND BARBED WIRE

FOD FABRIC

30"

NOTE:

1. SEE DETAILS D1 ON CS505 FOR SIGN

MOUNTING AND INSTALLATION DETAILS.

D4

STOP SIGN (R1-1)

C2

HANDICAPPED STALL MARKING

SCALE: NTS

SCALE: NTS

HANDICAPPED PARKING SIGN

C1

SCALE: NTS

BRACE

LINE POST

TRUSS ROD

S

I

F

N

C E

A T

T A

C H

C H

A I N

L I N

K

D5

TEMPORARY CHAIN-LINK CONSTRUCTION FENCE

SCALE: NTS

A1

FOD CHECK POINT STRIPING

SCALE: NTS

9"15"15"9"

18"18"

4'-0"

HANDHOLE/COVER

BOLLARD (TYP 4)

PIN PAD OR CARD SWIPE

(PROVIDED BY BASE

SECURITY CONTRACTOR)

SPACE FOR

PROX CARD

READER TO BE

MOUNTED

CONDUIT

FINISH GRADE

6" MIN

FINISH GRADE

2 - #5 BARS CONT.

BITUMINOUS PAVEMENT

6 x 6, W1.4 x 21.4 W.W.F.

OR #4 @ 1'-0" O.C.E.W.

1" CHAMFER (TYP)

HANDHOLE WITH COVER

5" O.D. HOLLOW STEEL BOLLARD

PAINTED BLACK PER BASE STANDARD

CONCRETE

3"

6" AGGREGATE BASE

(2) 1" CONDUIT TO

CONTROL PANEL

1"

4"4"

2" DIA.

CONDUIT

HOLE

1"R (TYP)

5/8" DIA

BOLT HOLE

BASE PLATE

GROUT AFTER LEVELING

BASE PLATE

WELD ALL AROUND

1/2" DIA. ANCHOR BOLT

ELEVATION VIEW

PROFILE VIEW

CS505

C3

A5

PIN PAD AND CONCRETE PEDESTAL

SCALE: NTS

C3

KEY PAD BASE PLATE

SCALE: NTS

A3

ENLARGED PLAN OF GATE

SCALE: NTS

FOD

CHECK

17.00'

T

Y P

10" (TYP)

12" WIDE WHITE STRIPE

XFMR

BOLLARDS

NOTE:

1. LOCATION TO BE DETERMINED BY CONTRACTING OFFICER.

LAYOUT TO MATCH BASE STANDARD

MOTOR

LOOP

DETECTORS

FOD MARKINGS

CS505

A1

CS505

A5

CS504

D1

BOLLARDS

(TYP 12)

CS508

A4 date detailed checkeddesigned project contract rev.drawing file

C O

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DATEREV.

REVISIONS

DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

5 6

D

C

A

B

1 2 3 4

E

D

C

A

B

E

5 61 2 3 4

95368-CS501.DWG

SITE DETAILS - 5

CS505 D

D. MUETING

R. BARUTH CHECKER

A 06-22-17 A.2 SUBMITTAL RB

B 10-10-17 B.1 SUBMITTAL RB

C 01-17-18 B.2 SUBMITTAL RB

D 03-27-18 B.3 SUBMITTAL RB

LINE POSTS 6'-0" ON-CENTER

T

Y P

T

Y P

T

Y P

12"(MIN)

(TYP)

(MINIMUM)

CONCRETE

FOOTING (TYP)

NOTE:

1. FOR FENCE GROUNDING

SEE ELECTRICAL

DRAWINGS.

TENSION WIRE

BOTTOM WIRE

X

BARBED WIRE

LINE POST

BRACE

BARBED WIRE

TENSION WIRE

TENSION

WIRE

ANGLE OR

CORNER

POST

CHAIN LINK

FABRIC

TRUSS

ROD

CONCRETE

(TYP)

FINISH

GRADE

BOTTOM

TENSION

WIRE

END BAY 10'-0" (MAXIMUM)

MULTIPLES OF

10'-0" MAXIMUM

12"

MIN

12"

MIN

C4

SECURITY FENCE

SCALE: NTS

NOTE:

1. SECURITY NOTICE SIGNS SHOWN SHALL BE INSTALLED

ON OUTSIDE OF FABRIC EVERY 100 FEET ALONG FENCE

ROUTE OR AS APPROVED BY COR. SEE DETAIL E1 ON

THIS SHEET.

2. GATE POSTS TO BE FRANGIBLE AT GRADE AS WELL AS

GATE SYSTEM.

3. CONTRACTOR TO PROVIDE GATE OPERATOR CONTROL

THAT WILL OPEN BY USE OF THE PIN PAD AND PROXY,

LOOP DETECTORS. COORDINATE ALL REQUIREMENTS

WITH THE COR.

4. FOR FENCE GROUNDING SEE ELECTRICAL DRAWINGS.

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.

WARNING

Moving Gate Can Cause

Serious Injury 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.

6" (TYP)

3'-4" (TYP)

GATE OPENING AS SHOWN ON PLANS

7'-0"

16" MIN DIA

2" MAX

CLEAR

10'-0" MAXIMUM

TYP

ELEVATION

VARIES CLEAR OPENING

SEE SITE PLANS

6"

2'-0"

2'-0"

SECURE SIDE

UNSECURED SIDE

NO PHOTOS

OR VIDEO

ALLOWED

SECURITY NOTICE

18 3/4"

4'-0" MIN

5"

PER SUPPLIER

11" 5"

3 1/2"

10 1/2"

NOTE:

1. SEE ELECTRICAL DRAWINGS FOR

COORDINATION OF ADDITIONAL WORK

FOR THE COMPLETE INSTALLATION OF

THE GATE OPERATOR.

CONCRETE

PAD

BOTTOM GUIDE

ASTM F 2200

COMPLIANT GAP

PROTECTORS

(STANDARD)

4" DIA. POST

GATE HANGER ASSEMBLY

W4 TRUCK

(TYP)

TRACK

GATE

OPERATOR

2"

6"

4"

2"

CENTERED BLACK

TEXT 1 1/2" HIGH,

1 1/4" APART

1/4" DIA. HOLE IN EACH

CORNER FOR ANCHORING

TO FENCE FABRIC (TYP)

RED, 8" DIA.

WHITE

BACKGROUND

YELLOW BLOCK WITH

2 1/4" HIGH BLACK

TEXT

6"

SECURITY NOTICE SIGN

LINE POST

TOP TENSION WIRE

BRACE RAIL

ELECTRO-MECHANICAL

LOCKING DEVICE

TIE WIRES

(TYP)

TRUSS ROD

(3/8" MIN DIA)

CONCRETE BASE

2-1/2" O.D.

PIPE (TYP)

#52 ROLL CHAIN

GATE OPERATOR

ENCLOSURE

1HP, 3 PHASE

4" O.D.

POST

4" O.D.

POST

4" O.D.

POST

STRETCHER

BAR & BANDS

TRUSS RODS WELDED

AT UPPER CORNERS

3/8" DIA.

TRUSS ROD

WELDED PLATE

WITH HOLE FOR

TRUSS ROD

2" O.D. PIPE

(TYP)

3 STRANDS OF

BARBED-WIRE

3 STRANDS OF

BARBED-WIRE

4 STRANDS OF

BARBED-WIRE

FOR GATE

GATE

4" O.D.

POST

OUTRIGGER

4-STRANDS OF

BARBED-WIRE

GATE OPERATOR

ENCLOSURE

1 HP, 3 PHASE

PIPE BOLLARD (TYP 12)

GATE WARNING SIGN

AS REQUIRED BY GATE SUPPLIER

GATE

BACK FRAME

A1

SINGLE LEAF CANTILEVER VEHICULAR GATE

SCALE: NTS

C1

GATE OPERATOR

SCALE: NTS

C5

FENCE ON SLOPE

SCALE: NTS

CS506

E3

CABLE REINFORCING (OLI CABLE

BARRIER) PROVIDE TWIST-OFF METAL

TIES TO SECURE CABLE TO FABRIC @

24" OC & U-BOLTS TO SECURE TO

UPRIGHTS

EXTEND CABLE (IF REQUIRED)

BEYOND OVERHANG AND

WRAP/TERMINATE AROUND

FENCE REINFORCING (TYP)

CONCRETE

MOW STRIP

SEE DETAIL E6

#4 BARS @ 12"

#4 BARS @ 12"

(COORDINATE WITH

FENCE POSTS)

24"

3" CLEAR

TOP AND BOTTOM

E6

CONCRETE MOW STRIP

SCALE: NTS

CONCRETE

MOW STRIP

SEE DETAIL E6

NOTE:

1. INSTALL ALL NEW SIGNS ON NEW FENCE. PROVIDE AT 100 FOOT SPACING

AROUND PERIMETER. MATCH EXISTING BASE STANDARD SIGNS.

E3

GATE WARNING SIGN

SCALE: NTS

E1

SECURITY SIGNAGE (FENCE)

SCALE: NTS

4" GCA

NOTE:

1. FOR FENCE GROUNDING

SEE ELECTRICAL DRAWINGS.

SAFETY STOP

SENSOR ON EDGE

CONCRETE

MOW STRIP

CS508

E6

4'-0" MAX

CS504

A4

4'-0" MAX

F E

N C

E

F

A B

R I C

HINGE

GATE

POST

HINGE

GATE OPENING

4'-0" CLEAR

FINISH GRADE

BOTTOM TENSION WIRE

OR RAIL AS SPECIFIED

TRUSS ROD (TYP)

BRACE RAIL (TYP)

TOP TENSION WIRE OR

RAIL AS SPECIFIED

CONCRETE

PIN PAD AND METAL PLATE

ON UNSECURE SIDE

PANIC BAR ON SECURE SIDE

NOTE:

1. GATES SHALL BE PROVIDED WITH HEAVY DUTY

CLOSURES FOR EXTERIOR INSTALLATION.

C2

PERSONNEL GATE

SCALE: NTS

LATCH

BOLLARDS ON UNSECURE

SIDE OF FENCE

4.00' MAX SPACING

FENCE BOLLARDS

CS508

A4

PLAN VIEW

4'-0" MAX 4'-0" MAX

GATE OPENING

1.00' date detailed checkeddesigned project contract rev.drawing file

C O

P Y

R I G

B

U R

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

5 6

D

C

A

B

1 2 3 4

E

D

C

A

B

E

5 61 2 3 4

95368-CS501.DWG

FENCING DETAILS - 1

CS506 D

D. MUETING

R. BARUTH CHECKER

A 06-22-17 A.2 SUBMITTAL RB

B 10-10-17 B.1 SUBMITTAL RB