Attach6_Civil_7.pdf

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684448CH

15NOTES:

A. IF LOCATION OF TRENCH SAW CUT IS

WITHIN 2 FEET OF AN EXISTING JOINT

OR EDGE OF CONCRETE, REPLACE

ENTIRE CONCRETE TO THE JOINT OR

EDGE.

B. CONSTRUCT JOINTS ACROSS NEW

CONCRETE PER PLAN.

C. CONTRACTOR SHALL SLOPE TRENCH

WALLS OR SHORE EXCAVATIONS FOR

CONSTRUCTION AND SAFETY AND IN

ACCORDANCE WITH CURRENT OSHA

REQUIREMENTS.

D. THE TOP 6" OF TRENCH BACKFILL,

BENEATH THE TOPSOIL LAYER,

SHOULD BE INSTALLED, SMOOTHED,

BUT LEFT UN-COMPACTED.

E. TOPSOIL AND SOD SHALL EXTEND

BEYOND TOP OF TRENCH AND TO THE

LIMITS OF DISTURBANCE.

AC PAVEMENT SURFACING

d

PCC CONCRETE SURFACING

1. SAWCUT, TYP (d/3), SEE NOTE A

2. INITIAL JACKHAMMERED EDGE, TYP

(2d/3)

3. COMPACTED BASE COURSE

4. TRENCH BACKFILL ABOVE PIPE ZONE

5. TRENCH BACKFILL AS SPECIFIED

6. EXISTING CONCRETE

7. PCC CONCRETE, SEE NOTE B

8. CONC PAVEMENT SECTION, SEE DETAIL

3 THIS SHEET

9. SEE NOTE D

10. PROVIDE MOUND FOR SETTLEMENT

UNLESS OTHERWISE APPROVED BY THE

CONTRACTING OFFICER

11. VERTICAL TRENCH SHOWN, SEE NOTE C

12. TOPSOIL INSTALLED AS SPECIFIED, SEE

NOTE E

13. TOPSOIL LAYER

14. SOD, SEE NOTE E

15. CUT PRIOR TO TRENCHING

16. SAW CUT JUST PRIOR TO PAVING

1 SURFACE RESTORATION

NTS

2 TYPICAL CONCRETE SIDEWALK

NTS

A.

B.

C.

D.

NOTES:

1.

2.

3.

4.

B

A B

9"

PAVEMENT

TYPE(S)

CONSTRUCTION JOINT,

SEE DETAIL 5/C-503

FINISH GRADE

NON-EXPANSIVE

COMPACTED FILL PER

SPECIFICATION 31 00 00.

PREPARED SUBGRADE

CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH

SEALANT AS SPECIFIED.

SEE PLAN FOR CONCRETE JOINT SPACING.

PROVIDE A 12" THICK BY 18" WIDE THICKENED EDGE AROUND PERIMETER OF SLAB. AT

INTERFACES WITH AC PAVEMENT. TRANSITION THICKENED EDGE TO NORMAL THICKNESS

IN 18", SEE 9/C501.

PROVIDE PORTLAND CEMENT CONCRETE PAVEMENT TYPE AS SPECIFIED.

A

3 CONCRETE PAVEMENT

NTS

5 CONCRETE CURB AND GUTTER

NTS 6 CURB RAMP

NTS

1.

2.

3.

4.

5.

6.

7.

EDGE OF CONCRETE AS SHOWN ON

PLAN

CONCRETE PAVEMENT

PREPARED SUBGRADE

BASE COURSE

ASPHALT CONCRETE PAVEMENT

TACK COAT SURFACES

12" EXCEPT IN 9" THICK CONCRETE

WHERE 18" IS TO BE USED

9 CONC TO ASPHALT TRANSITION

NTS

12"

MINM N

12"

MIN

2 3 4

NOTE:

A.

LAWN AREA TRENCH BACKFILL SECTION

11 5

6" M

IN

TY

P

6"6"

ROLLUP DOOR (NE) APRON

DIMENSION

(INCHES)

6"

18"

4" MIN

6"

TYP

1'

MIN

4"

NOTES:

A. SIDEWALKS 8 FEET AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION

JOINT AT THE MIDPOINT.

B. CONSTRUCT 3/4" EXPANSION JOINTS AT MAXIMUM 40' SPACING ALONG LENGTH

OF SIDEWALK, PROVIDE DOWELS CENTERED TO JOINT AT 12" O.C.

C. CONSTRUCT CONTROL JOINTS AT 5' SPACING ALONG LENGTH OF SIDEWALK.

1/4"

4" MIN

4"

4'-0" MIN5'-0" PREF

1'-0"

MIN

PROVIDE EXPANSION JOINTS IN THE CURB RAMP AS EXTENSIONS OF WALK JOINTS.

LINES SHOWN ON THIS DRAWING INDICATE THE RAMP EDGES AND SLOPE CHANGES,

AND DO NOT NECESSARILY INDICATE JOINT LINES.

A

A

AC PAVEMENT

12:1

T

1'-6"

6" 5"

6"

A. 1" EXPANSION JOINTS SHALL EXTEND UP TO THE TOP OF THE CURB AND SHALL BE

CONSTRUCTED IN THE CURB AND GUTTER SECTION IN SUCH A MANNER THAT THE

JOINT SEAL WILL EXTEND THE FULL WIDTH OF THE GUTTER AND INTO THE CURB FACE

A SUFFICIENT DISTANCE TO SEAL THE JOINT TO AN ELEVATION OF A LEAST 2" ABOVE

THE FLOW LINE OF THE GUTTER. DOWEL BARS SHALL BE USED IN THE CURB AND

GUTTER SECTION AT EXPANSION JOINTS AND TO THE SURFACE OF THE PAVEMENT.

B. BUTT JOINTS SHALL BE PROVIDED BETWEEN COMBINED CURB-AND-GUTTER AND NEW

OR EXISTING RIGID PAVEMENTS, WITH TIE BARS OR HOOK BOLTS PROVIDED AT

INTERVALS OF 5 FEET.

C. DIMENSIONAL TOLERANCES ARE AS FOLLOWS:

CURBS: -1/32" TO +1/4"

GUTTERS: 0 TO +1/2"

1. BUTT JOINT, SEE NOTE B

2. 1/4" RADIUS

3. MATCH EXISTING

4. PAVEMENT SURFACE

32 4

SECTION A-A

1'-6" 2'-0"

4" M

IN

1'-6"

NOTES:

1. LANDING, 5' WIDE

2. SIDEWALK

3. CURB TAPER PER DETAIL 8/C-501.

4. 4" THICK WHERE POSSIBLE TO POUR

RAMP INTEGRAL WITH CURB;

ELSEWHERE MAKE 6" THICK

5. 12:1 MAXIMUM SLOPE

6. 50:1 MAXIMUM SLOPE

7. 20:1 MAXIMUM SLOPE

8. 1/2" EXPANSION JOINT

9. RAMP

10. GUTTER

11. CURB

12. TRUNCATED DOMES,

SEE DETAIL 7, THIS SHEET

5 19

DIRECTION

OF RAMP

MIN

DIM

PARALLEL ALIGNMENT RADIAL ALIGNMENT

8 CURB TAPER

NTS

1:6 SLOPE

1.

2.

3.

4.

5.

PAVEMENT SECTION

TOP OF CURB

CURB OR CURB & GUTTER END

NOTES:

A. TRUNCATED DOME DETECTABLE WARNING SURFACE DETAILS & LOCATIONS ARE BASED ON UNITED

STATES ACCESS BOARD STANDARDS.

B. PLACE TRUNCATED DOME DETECTABLE WARNING SURFACE IN THE LOWER 2' OF THROAT OF RAMP ONLY, ADJACENT TO TRAFFIC, UNLESS OTHERWISE SHOWN. ARRANGE DOMES USING SQUARE IN-LINE

PATTERN ONLY. COLOR OF THE DETECTABLE WARNINGS SHOULD CONTRAST WITH SURROUNDING

CONCRETE WALK AND RAMP. BLACK IS NOT AN ACCEPTABLE COLOR. APPROVED PRODUCTS AND

GUIDANCE ON COLOR MAY BE FOUND ON THE OHIO DEPARTMENT OF TRANSPORTATION'S OFFICE OF ROADWAY ENGINEERING SERVICE'S DETECTABLE WARNINGS APPROVED LIST. INSTALL PRODUCTS

PER MANUFACTURER'S PRINTED INSTRUCTIONS. ALL PRODUCTS ON AN INSTALLATION TO BE

IDENTICAL.

7 DETECTABLE WARNING SURFACE

NTS

TRUNCATED DOME

1. SEE DETAIL FOR

INDIVIDUAL

TRUNCATED DOME

2. TOP DIA, 50% TO

65%OF BASE DIA

3. BASE DIA, 0.9" MIN -

1.4" MAX

4. CTR TO CTR

SPACING, 1.6" MIN -

2.4" MAX

2'-0", SEE NOTE 5

1"

1/2" RADIUS

DOME DETAIL

TRUNCATED

0.

2" 4

MAX

DIM

TYP

ATTACHMENT DETAIL

PLAN

1'-0"

6"

6'-0" 1.

2.

3.

4.

5.

6.

7.

8.

9.

13/16" DIA HOLES

PROVIDE 1" MIN

OPENINGS

2" CLEARANCE

#3 BARS (2)

PARKING STALL

PAVEMENT

EDGE OF PAVEMENT

PLUG WITH 3:1 SAND

AND CEMENT GROUT

NON-SHRINK GROUT

BETWEEN #6 REBAR

AND CONCRETE

#6x23" BARS (2)

A. WHEEL STOP SHALL BE CENTERED IN PARKING STALL

TYP

2'-0"

" M

IN

3"

6"

10"

3"

NOTES:

1'-0"

4"

4 PRECAST CONCRETE WHEEL STOP

NTS

17. AC PAVEMENT SECTION, SEE

DETAIL 6/C-502

18. EXISTING AC PAVEMENT

5'-0"

LENGTH OF TAPER TO MATCH

LENGTH OF RAMP

A B

PAVEMENT

TYPE(S)

DIMENSION

(INCHES)

6"9"

55 9

6"

ROLLUP DOOR (SW)

DRIVEWAY

AB1 #1 FLIGHT LINE APRON

AB1 #4 6"9"

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684448_C-502.dwg

684448CH

3 PEDESTRIAN GATE

NTS

2 BOLLARD IN PCCP

NTS

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE

APRON

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

OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE

OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND

BARBED-TAPE ON DOUBLE 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:

EXAMPLES:

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC

WIDTH.

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO

APRON, TOP AND BOTTOM TENSION WIRE, AND 84

INCH FABRIC WIDTH.

A. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE

CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON

THE SIDE OPPOSITE THE SECURE AREA.

NOTES:

PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.

NOTE:

USE AND SECTION

STEEL POST SCHEDULE

MIN OUTSIDE

DIMENSIONS

(NOMINAL)( )

3-STRAND BARBED-WIRE

APRON ON EXTENSION

ARMS

TOP TENSION WIRE

BRACE RAIL, SEE TABLE A

9-GAGE STEEL TIE WIRES,

15" O.C. MAX & W/IN 4" FROM

TOP & BOTTOM OF FABRIC

TRUSS ROD (3/8" MIN DIA)

CORNER, END, OR PULL

POST

LINE POST

9-GAGE STEEL TIE WIRES

(TYP.),(12" O.C. MAX)

CHAIN LINK FABRIC (9-GAGE,

2" MESH)

BOTTOM OF FABRIC

BOTTOM RAIL

CONCRETE BASE

GRADE LINE

TENSION BAND (15" O.C.

MAX & W/IN 4" FROM TOP &

BOTTOM OF FABRIC)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

3/8" CARRIAGE BOLT

W/PEENED THREADS

PULL POST

#8 AWG SOLID COPPER

WIRE

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING OF

COPPER

3/4" DIA COPPER-CLAD

STEEL GROUND ROD

ENDS TWISTED AT LEAST

THREE FULL TURNS

DOUBLE RAIL END

3/8" PLAIN PIN RIVETED

FLUSH, TYP

SECURE SIDE

LOCK PIN, TYP

EXTENSION, SEE TABLE A

1" MAX

TO BOTTOM

OF FABRIC

BRACE PANEL DETAIL

CHAIN-LINK SECURITY FENCE DETAIL

NTS

NTS BRACE RAIL

CLAMP DETAIL

FASTENING DETAILS

LINE POST

ATTACHMENTS

BRACE RAIL

ATTACHMENT

GROUNDING DETAIL

TRUSS ROD

AND BAND

END OR

GATE POST

DETAIL

TENSION

BAND DETAIL

BOTTOM RAIL DETAILS

CORNER POST

EXTENSION ARM DETAILS

NTS

LINE POST

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

3' -4

" M

IN

6"6

10" MIN DIA

8'-0" MAX

35° 45°

1" M

AX

16" MIN DIA

8'-0" MAXIMUM

6" 3'

-6 " M

IN

8'-0" MAXIMUM LINE POSTS TO BE EQUALLY SPACED

'-0

1/ 2"

(T

YP

1'-10"

1' -0

1'-0"

1' -0

" 1'- 6"

C. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL

ENDS USING 3/8" CARRIAGE BOLTS AS SHOWN.

ADDITIONAL HOLES SHALL BE DRILLED THROUGH THE

BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE BOLTS

PASS THROUGH THE BOTTOM RAIL AS SHOWN.

B. 9-GAUGE GALVANIZED STEEL TIE WIRES SHALL BE

USED FOR FASTENING THE FENCE FABRIC TO FENCE

POSTS AND RAILS. HOG RINGS SHALL BE USED FOR

FASTENING FENCE FABRIC TO TENSION WIRES.

8'-0" MAX

1 CHAIN LINK FENCE

NTS

H

EI

G H

T

VA

R

IE

S, S

EE

T

AB

LE

A 1'

-0

7 3

242324

19 1

7 8

10 9

A. PEDESTRIAN GATES ON EQUIPMENT

ENCLOSURES TO BE 7' TALL, 3' WIDE,

OR AS SHOWN ON PLANS, TYPE FE 5

(NO VERTICAL BARBED WIRE APRON

OR BARBED WIRE) PER DETAIL 1, THIS

SHEET.

B. INSTALLED FABRIC SHALL BE 2"± 1/2"

ABOVE FINISHED GROUND.

NOTES:

NOTES:

A. HOT DIP GALVANIZE GUARD POST ASSEMBLY AFTER FABRICATION.

B. PROVIDE THICKENED CONCRETE SLAB AS REQUIRED TO OBTAIN 10" MINIMUM IN 2-FOOT

RADIUS AREA AROUND GUARD POST WHEN THICKNESS OF SLAB IS LESS THAN 10".

1. GROUT PLUG, FINISH

SMOOTH

2. 6" DIAMETER SCHEDULE

40 STEEL PIPE; GRIND

SMOOTH, FILL

W/CONCRETE, PAINT AS

SPECIFIED, SEE

ARCHITECTURAL

3. 2 ADDITIONAL #4x2'-0" EA

SIDE, TYPICAL TOP AND

BOTTOM

4. 1/2"x2" FLANGE ALL

AROUND

5. PLATE 1/2"x12"x12"

CENTERED ON PIPE

6. CONCRETE SLAB ON

GRADE OR PAVEMENT

7. BASE COURSE

3/16

3/16 3/16

3.

5'

4 6

4" M

IN 1"

1""

3" C

LR

M

IN

FENCE TYPE HEIGHT EXTENSION BRACE RAIL

EQUIPMENT 7'-0" YESNONE

FLIGHTLINE 6'-0" NOARM, SEE

DETAIL

TABLE A: FENCING CRITERIA

12"

8"

NOTE:

PAVEMENT LOCATION A B C

PARKING LOT

1.

2.

3.

4.

5.

6.

FINISH GRADE AS SHOWN

PRIME COAT

PREPARED SUBGRADE

(AS SPECIFIED)

ASPHALT CONCRETE

PAVEMENT

LEVELING COURSE

AGGREGATE BASE

COURSE

MATCH EXISTING THICKNESSES OF AC

AND LEVELING AND AGGREGATE BASE

COURSE OR PROVIDE THE MINIMUMS

SHOWN.

C B

A

6 ASPHALT PAVEMENT

NTS

3/4" RADIUS, TYP

TOP OF CURB

AC PAVEMENT

SURFACE

BASE COURSE

PREPARED

SUBGRADE

1.

2.

3.

4.

5.

6"

6" 8" 6"

4" 1'

-4

3/ 4"

6"3

5 VERTICAL CURB

NTS4 CONCRETE VALLEY GUTTER

NTS

5% 5%

CONSTRUCT 1" BATTER ON VERTICAL FACE.

PROVIDE 3" MINIMUM COVER ON ALL REINFORCING STEEL.

1.

2.

1.

2.

3.

4.

3/4" R, TYP

#4 @ 12"

PLACE PREMOLDED

FILLER AGAINST

VERTICAL FACE

WHERE VALLEY

GUTTER ABUTS

CONCRETE.

#4 @ 8"

GENERAL CIVIL NOTES:

WIDTH (W), PER PLAN

W/2

3"

8"

3" 4" 6"

1" SLOPE

7 EXTERIOR BOLLARD

NTS

3.

5'

1"

3.

5'

6"

1.5'

MIN DIA

1. FILL W/CONCRETE AND

ROUND OFF TOP WITH

GROUT PLUG

2. PAINT PER SPECS

3. 8" SCH 40 STEEL PIPE,

GRIND SMOOTH ALL

ROUGH AREA AND EDGES

4. TOP OF FINISH GRADE OR

SURFACE MATERIAL

5. CONCRETE ENCASEMENT

M

IN

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1 TYPICAL ACCESSIBLE STALL

NTS

4 BICYCLE RACK

NTS

5 LONGITUDINAL CONSTRUCTION JOINT

NTS 6 CONSTRUCTION JOINT SEAL

NTS 7 ISOLATION/EXPANSION JOINT

NTS

3'-6" 2 COATS OF TRAFFIC

PAINT, WHITE, SEE

NOTE A

BACKGROUND, 2

COATS OF TRAFFIC

PAINT, MEDIUM BLUE,

SEE NOTE A

3" RADIUS

4" WIDE, TYP

CL PARKING STALL

1.

2.

3.

4.

5.

2" TYP

2 ADA SYMBOL

NTS

1' -6

1'-0"

A.

B.

C.

1.

2.

3.

4.

5.

6.

7.

MOUNTING

BRACKET

MOUNTING BRACKET

SIGN WORDING LAYOUT

AND MATERIAL TO BE PER

MUTCD R7-8B & R7-8P (VAN

ACCESSIBLE SPACE).

2" ID (2 3/8" OD)

GALVANIZED WELDED

STEEL PIPE

CONCRETE SIDEWALK

CONCRETE BACKFILL

SIGN, 0.080" THICK

ALUMINUM

18" SQUARE WITH 3/4"

RADIUS CORNERS

INSTALL 1' BEHIND TBC

NOTES:

ALL HOLES TO BE 9/16" DIAMETER FOR 1/2" BOLTS.

ALL MATERIAL TO BE HOT-DIP GALVANIZED AFTER

FABRICATION.

USE MOUNTING BRACKET NO. THDW-105 OR

APPROVED EQUAL

4' -0

3'

-0

3 ADA SIGN AND MOUNTING

NTS

3" M

IN

3" MIN

TYP

A. TRAFFIC PAINT TO BE IN ACCORDANCE WITH AASHTO M248, TYPE N

AND HOMOGENOUS, EASILY STIRRED TO SMOOTH CONSISTENCY, WITH

NO HARD SETTLEMENT OR OTHER OBJECTIONABLE CHARACTERISTICS

DURING STORAGE PERIOD OF 6 MONTHS.

NOTE:

1. CURB AND GUTTER

2. RESTORE TO SOD

3. SIGN CENTERED ON

STALL, SEE DETAIL 3,

THIS SHEET

4. 4" WIDE, WHITE

PAVEMENT MARKING

5. ACCESSIBLE

SYMBOL PAVEMENT

MARKING, SEE

DETAIL 2, THIS

SHEET

6. VAN ACCESSIBLE

SPACE

5' 9.5'11'

2'

TYP

45°4

1. 4" CONC SLAB OVER MIN

6" STRUCTURAL FILL

2. 2" SCHEDULE 40 PIPE,

POWDER COATED BLACK

BY MFG, TYP OF 2,

HUNTCO "THE STAPLE"

OR APPROVED EQUAL

3. PROVIDE MOUNTING PER

MANUFACTURER

4. CONCRETE SIDEWALK

5. SURFACE TREATMENT,

SEE GRADING PLANS

6. EXPANSION JOINT, SEE

DETAIL 7, THIS SHEET

NOTE:

A. LOCATE ON CONCRETE PAD AS SHOWN.

12"

8"4" 3'

2'

1 2

1. PREFORMED JOINT SEAL, SEE

NOTE A & DETAIL 6, THIS SHEET

2. 18"x3/4" DIAMETER SMOOTH

STEEL DOWEL BAR TRANSVERSE

JOINTS; NO. 5 BY 30" LONG

DEFORMED BAR AT 30-INCH

SPACING FOR LONGITUDINAL

CONSTRUCTION JOINTS

3. PAINT & OIL ONE END OF DOWEL

BAR

4. PAVEMENT OR SHOULDER EDGE,

PROVIDE ISOLATION /EXPANSION

JOINT WHERE REQUIRED, SEE

NOTE C

NOTES:

A. CONSTRUCTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH SEALANT AS SPECIFIED.

B. CONCRETE JOINT SPACING: MAX 15' LONGITUDINAL x 15' TRANSVERSE, OR AS SHOWN ON GRADING PLANS.

C. CONSTRUCT ISOLATION / EXPANSION JOINT WHERE PCCP ABUTS CONCRETE CURB, SIDEWALK, BUILDING, OR ANY RIGID

STRUCTURE, SEE DETAIL 7, THIS SHEET.

1. SAWCUT PAVEMENT &

PREFORMED JOINT SEALANT

2. DEPTH OF CUT = 1/3 SLAB

THICKNESS

3. SAWCUT OR FORMED GROOVE

1. 1/4" BELOW SURFACE

2. PREFORMED JOINT SEALER

3. PAVEMENT THICKNESS, SEE PLANS

4. PREFORMED JOINT MATERIAL

NOTES:

A. CONSTRUCT ISOLATION/EXPANSION JOINT WHERE PCCP ABUTS CONCRETE CURB,

SIDEWALK, BUILDING, DROP INLET, LIGHT POST, OR ANY RIGID STRUCTURE.

B. ISOLATION/EXPANSION JOINT SPACING IS NOT TO EXCEED 75'.

C. PROVIDE DOWEL BARS PER DETAIL 5, THIS SHEET WHERE SHOWN ON GRADING PLANS.

18"

9"

3.

5"

3/ 4"

±1 /8

1/2"±1/8"

1/4"

3 2

3/4"

1/ 4"

1/ 2"

9'

9'

2'2222

2.5'.

1 22

NOTES:

PLAN

ELEVATION

STANDARD HINGE

OFFSET HINGE DROP ROD FOUNDATION GATE KEEPER

(TO HOLD GATE OPEN)

LATCH ASSEMBLY DROP ROD ASSEMBLY

GATE POST SCHEDULE

4.0" OD

6.625" OD

1"

6"

1. 3 STRAND BARBED WIRE

APRON ON EXTENSION

ARMS (TYP.)

2. TOP TENSION WIRE OR RAIL

AS SPECIFIED (TYP)

3. BRACE RAIL (TYP)

4. GATE OPENING

5. TRUSS ROD (TYP)

6. LEAF

7. 3'-10" FOR POSTS 8 5/8" O.D.

3'-4" FOR POSTS 6 5/8" O.D.

3'-0" MIN. FOR

POSTS ≤ 4" O.D.

8. 16" DIA. MIN. FOR GATE

POSTS ≤ 4" O. D.

24" DIA. FOR GATE POSTS

OVER 4" O.D.

9. CHAIN-LINK FABRIC

10. 2" MIN; 2" MAX FOR

SENSORED FENCES; 5" MAX

FOR NON-SENSORED

FENCES

11. BOTTOM TENSION WIRE OR

RAIL AS SPECIFIED

12. GRADE LINE

6' TO 12'

12' TO 18'

GATE LEAF

WIDTH

(NOMINAL)( )

OUTSIDE

DIMENSION

(NOMINAL)

7 8

6"

8 DOUBLE SWING GATE

NTS

13. 3 HORIZONTAL STRANDS

OF BARBED WIRE

14. GATE FRAME

15. DIRECTION GATE SWING

(TYP.)

16. 1/2" DIA DROP ROD,

INDUSTRY STND

17. LATCH ASSEMBLY

18. HINGES (TYP)

19. PCCP SURFACE

20. AC PAVED SURFACE

21. 1" ID STEEL PIPE

22. 6" DIA CONC

23. SAND/GRAVEL

A. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS

AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND

METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

B. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, CIPHER LOCKS,

LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

C. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE

OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU

OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES

SUPPLIED

D. GATES SHALL BE DESIGNATED AS FOLLOWS:

FENCE TYPE - FE5, FE6, ETC.

FENCE HEIGHT - INCHES

TYPE OPENING - SO (SINGLE)

- DO (DOUBLE)

HINGE - RA (STANDARD)

- HO (OFFSET)

OPENING - FEET (CLEAR OPENING BETWEEN GATE

POSTS)

EXAMPLES: FE6-84-DO-RA-24

FE5-48-SO-HO-6

E. COMPLETE AND SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL

FILENAME: PLOT DATE: PLOT TIME:

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BAR IS ONE INCH ON

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-9

8/3/2019 3:50:45 PM

AUGUST 2019