1596300_dwg_15of35_V1_Civil.pdf

7'-6"

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

ATTACK SIDE

PROTECTED SIDE

1.2 5'

0.2 1'

TY

PI

CA

L

INSTALL WELDED BRACE RAILS AS PER THE PLANS

AND AWS D1.1 (STRUCTURAL WELDING CODE - STEEL)

AT CORNER, END, GATE, AND PULL POSTS. REPAIR

DAMAGE TO THE GALVANIZED SURFACE, DUE TO

WELDING, WITH "REPAIR STICKS" OF ZINC-CADMIUM

ALLOYS OR ZINC-TIN LEAD ALLOYS AS PER AWS WZC.

3' - 0"2' - 0"

5.00'

TYPICAL POST SPACING UON

1'- 0"

OFFSET CONCRETE BLOCK OF DEADMAN SYSTEM A

MINIMUM DISTANCE AND ANGLE TO AVOID CONFLICT

WITH LINE POST FOUNDATION (TYP). CONCRETE

DEADMAN & POST OR BOLLARD FOUNDATION CAN BE

PLACED MONOLITHICALLY. MAX ANGLE 45 DEGREES.

ANCHOR POST LINE POST

PROVIDE CABLE ON ATTACK SIDE OF ALL POSTS AND FENCE UONBOLLARDS

END OF LINE POST

PULL POST (CORNER POST, END POST, OR LAST

LINE POST TO RECEIVE CABLE REINFORCING)

PROVIDE 3 4" Ø GALV STRUCTURAL

WIRE ROPE PER NOTE 1 (TYP)

ANCHOR POST LINE POST

FENCE FABRIC NOT

SHOWN FOR CLARITY

PROVIDE 1 1/4" Ø SCHED

40 PIPE BRACE RAILS

WELD TO POSTS, TYP

PROVIDE 1.25" Ø x 6'-0"± LONG, RIGHT-HAND

THREADED ROD (GALV). SEE DETAIL B3/CS513

TYPICAL DEADMAN. SEE DETAIL A1/CS512

PROVIDE MIN 18" TURNBACK.

SEE DETAIL B1/CS513

BOLLARDS (PER DETAIL

A2/CS504) MAY BE PLACED AT

END OF CABLE REINFORCING TO

PROTECT SECTIONS OF FENCE

THAT ARE NOT HARDENED.

FOR FOOTING DETAIL, SEE A1/CS512

REINFORCING NOTES:

1. REINFORCING CABLES MUST BE U.S. DOMESTIC MINIMUM 3/4" Ø 6x19

CLASS WIRE ROPE, REGULAR LAY, EXTRA IMPROVED PLOW STEEL (EIP),

INDEPENDENT WIRE ROPE CORE (IWRC), CONFORMING TO ASTM A1023

AND GALVANIZED IN ACCORDANCE WITH ASTM A475 CLASS A, & HAVE A

MINIMUM BREAKING STRENGTH OF 40,000 POUNDS (20 TONS). CABLES

WITH A BLACK VINYL COATING, MUST NOT BE IMPREGNATED.

2. CABLES MUST BE CONTINUOUS FROM DEADMAN TO DEADMAN. SPLICES

IN CABLE ARE NOT ALLOWED. INSTALL CABLE BARRIER BETWEEN FENCE

POST AND FENCE FABRIC AS PER PLANS. INSTALL U-BOLTS

PERPENDICULAR TO THE LAY OF THE STRANDS OF THE WIRE ROPE AND

TIGHTEN AFTER SAG IN CABLE BARRIER HAS BEEN REMOVED. UNLESS

INDICATED OTHERWISE, CONCRETE DEADMAN SPACING MUST BE AT

MAXIMUM 200' INTERVALS & TURNING POINTS (EXTERNAL CORNERS).

3. WIRE ROPE ENDS MUST TERMINATE AROUND TURNBUCKLES, GATE

POSTS OR EXTRA HEAVY-DUTY WIRE ROPE THIMBLES (AT GATES).

THESE TERMINATIONS REQUIRE 18" MINIMUM OF ROPE FOR TURN BACK

AND A MINIMUM OF (4)- CLIPS EACH (EQUAL SPACING).

4. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS.

5. INSTALL DEADMEN ON THE SECURED SIDE (INTERIOR) OF THE FENCE;

INSTALL CABLES ON THE EXTERIOR SIDE OF POST.

6. OFFSET DEADMAN SYSTEMS FROM FENCELINE (PLAN VIEW) TO AVOID

CONFLICT WITH EXISTING FENCE POSTS.

7. ALLOW EPOXY ANCHOR BOLTS (MIN 2 DAYS) & CONCRETE DEADMEN (MIN

7 DAYS) TO CURE, PRIOR TO APPLYING LOADS (INSTALLING

TURNBUCKLES & STRAIGHTENING CABLES).

8. ALL WELDING MUST BE DONE IN ACCORDANCE WITH AWS D1.1. ALL

WELD MATERIAL MUST BE E70XX ELECTRODES.

9. STRUCTURAL STEEL CONSTRUCTION MUST BE IN ACCORDANCE WITH

THE NINTH EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION

FOR ALLOWABLE STRESS DESIGN.

10. STRUCTURAL STEEL MUST CONFORM TO ASTM A36 AND MUST HAVE A

MINIMUM YIELD STRESS OF 36,000 PSI.

11. ALL STRUCTURAL STEEL MEMBERS AND HARDWARE USED IN CABLE

ANCHORING SYSTEM MUST BE HOT-DIPPED GALVANIZED. COVER ANY

AREAS WHERE COATING IS DAMAGED OR REMOVED WITH A ZINC RICH

COMPOUND.

12. TURNBUCKLES MUST BE 114"x18", TYPE I, GALVANIZED IN ACCORDANCE

WITH ASTM F1145.

13. WIRE ROPE CLAMPS MUST BE TYPE I, GALVANIZED, AND CONFORM TO FS

FF-C-450.

14. ALL THREADED RODS, U-BOLTS, AND BOLTS MUST CONFORM TO ASTM

A307 AND MUST BE INSTALLED WITH F844 WASHERS AND A563 NUTS.

GALVANIZE ENTIRE BOLT ASSEMBLY IN ACCORDANCE WITH ASTM A153.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

15. ZINC RICH COMPOUND FOR REPAIRS MUST BE 95% METALLIC ZINC, BY

WEIGHT IN DRIED FILM; INSTALL AT LEAST TWO COATS, 4 MILS MIN

TOTAL THICKNESS.

16. ALL CONCRETE WORK MUST BE IN ACCORDANCE WITH THE LATEST

EDITION OF ACI 318. CONCRETE MUST HAVE A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 4000 PSI. THE MINIMUM CONCRETE COVER

MUST BE 3", UNLESS OTHERWISE NOTED.

17. DESIGN CRITERIA:

UFC 4-022-03 "SECURITY ENGINEERING: FENCES, GATES AND GUARD

FACILITIES"

UFC 4-022-02 "SELECTION AND APPLICATION OF VEHICLE BARRIERS"

C1 TYPICAL PLAN OF END POST DEADMAN AND LINE POST LAYOUT

NTS

A1 TYPICAL ELEVATION OF END POST DEADMAN AND LINE POST LAYOUT

NTS

CS511

A1

C4

CS513

C4

CS513 C1

CS513

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CS511

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

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RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

0.2 1'

1.2 5'

3.75'± 3.75'±

7'-6" 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

7'-6"

OFFSET CONCRETE BLOCK OF DEADMAN SYSTEM

A MINIMUM DISTANCE AND ANGLE TO AVOID

CONFLICT WITH LINE POST FOUNDATION (TYP).

CONCRETE DEADMAN & POST FOUNDATION CAN

BE PLACED MONOLITHICALLY.

[ATTACK SIDE]

[PROTECTED SIDE]

0.7 5'

1.16'

0.2 1'

10'-0"

TYPICAL POST SPACING UON

0.2 5'

1.5 0'

3'- 0" x x x x x x x x x x x x x x x x x x x x x x

'A' CABLE 'B' CABLE

'B' CABLE

'A' CABLE

[PROTECTED SIDE]

[A

TT

AC

K

SI

DE

[ATTACK SIDE]

(INTERNAL CORNER SHOWN)

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

DEADMAN 'B'

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 x x x x x x x x x x x x x x

[PROTECTED SIDE]

[ATTACK SIDE]

(EXTERNAL CORNER SHOWN)

DEADMAN 'A'

PROTECTED SIDE

45°

MAX

TY

P

1.6 7'

TY

P

1.6 7'

TY

P

1'-0"

45°

TYP

CONCRETE DEADMAN "B"

PROVIDE CABLE ON ATTACK SIDE OF ALL POSTS AND FENCE UON.

CONCRETE DEADMAN "A"

DOUBLE SIZED DEADMAN ANCHOR

BOLLARD, TYP

FENCE FABRIC

PROVIDE 3/4" Ø GALV. STRUCTURAL

WIRE ROPE (TYP CABLE REINF UON)

"A" CABLES

PROVIDE GALV LEFT-HAND THREADED

TURNBUCKLE EYE END (FOR 1 1/4" Ø x 18" TAKE-UP)

PROVIDE 1.25" TURN- BUCKLE

BODY WITH 18" TAKE-UP (GALV)

PROVIDE 1.25" Ø x 6'-0"± LONG, RIGHT-HAND

THREADED ROD (GALV) SEE DETAIL B3/CS513

PROVIDE TYPICAL

3'-0" x 3'-0" x 1'-6"

CONC DEADMAN

CONCRETE DEADMAN "B"

PROVIDE 1 1/4" Ø SCHED 40 PIPE

BRACE. WELD TO POSTS (TYP) PROVIDE 1 1/4" Ø SCHED 40 PIPE

BRACE. WELD TO POSTS (TYP)

FOOTING DIA MUST BE 4

TIMES THE WIDTH OF THE

POST. EMBED POST 36" INTO

42" DEEP FOOTING.

PULL POST

ANCHOR POST (OR CORNER POST)

PULL POSTFENCE FABRIC NOT

SHOWN FOR CLARITY

1/2" Ø TRUSS ROD ASSEMBLIES.

INSTALL PER MANUFATURER'S

RECOMMENDATIONS.

LINE POST

PROVIDE MIN. 18" TURNBACK.

SECURE W/ (4)-WIRE ROPE CLIPS

(TYP). SEE DET B1/CS513

"B" CABLES TY

P

CONCRETE DEADMAN "A"

DEADMAN SHOWN FOR ILLUSTRATION ONLY.

ACTUAL DEADMAN LOCATION AS PER SPACING

REQUIREMENTS DETAILED IN REINF NOTE 2 ON

SHEET CS511 (TYP).

PULL POST, DEADMAN "A"

"B" CABLE

ANCHOR POST

PULL POST, DEADMAN "B"

CABLE "A"

C1 TYPICAL PLAN OF DEADMAN AND LINE POST LAYOUT

NTS

A1 TYPICAL ELEVATION OF DEADMAN AND LINE POST LAYOUT

NTS

CS512

A1

C4 TYPICAL PLAN OF TURNING POINT POST LAYOUT

NTS

A4 TYPICAL PLAN OF TURNING POINT POST LAYOUT

NTS

C2

CS513 C2

CS513

C1

CS513

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

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F

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ID

CS512

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

0.25' 1.00' 1.50'

6'-0" TO 8'-0"

3/16"

1/4"x4"x0'-4" PL (W/ 1 5/16" DIA IN CENTER FOR ROD)

* 5 1 4" or 6 1 4"

11 2"

* FIELD VERIFY.

6 14" FOR 4"Ø POSTS

THREADED REGION

(* OUTSIDE OF CABLE IF INSTALLING

NEW FENCE; INSIDE OF CABLE IF

RETROFITTING EXIST CLF)

TO DEADMAN

GROUND LEVEL

0.6 3'

3/

4"

(7 ) S

PA

CE

S

11 4"

83 4" 11 4"

2.8 1'

11 4"

0.6 3'

0.6 3'

ADJUST CABLE

HEIGHTS AS

INDICATED WHERE

CABLES OVERLAP

SECTION B - B

1.25'

(TYP.)

18" MINIMUM TURN BACK

0.75'

(MIN.)

TO DEADMAN

GROUND LEVEL

11 4" 11 4"

3 3 4"

NOTE: INSTALL SADDLE OF CLIPS ON LIVE SIDE (AS SHOWN), SEIZE CUT

END OF WIRE ROPE, AND TORQUE NUTS PER MANUFACTURER'S

RECOMMENDATIONS (TYP).

STANDARD NUT AND LOCK WASHER

LINE POST

U-BOLT

3/4" Ø WIRE ROPE

CHAIN-LINK FABRIC 4" NOMINAL Ø POST (TYP)

"A" CABLES

CONTINUOUS CABLE

@ ANCHOR POST

"B" CABLES

PROVIDE 3/4" Ø

STRUCTURAL WIRE

ROPE (TYPICAL)

3/8" FLAT BAR, 1 1/2" WIDE;

PROVIDE HOLES AS

REQUIRED TO RECEIVE

U-BOLTS

STRIP EXPOSED THREADS AFTER TIGHTENING

NUT OR TACK WELD (TYP EVERY 4TH POST)

PROVIDE 1/2" Ø STEEL U-BOLT W/

PL (TYP OF 4 @ EACH POST). SEE

DETAIL A1 THIS SHEET

"A" CABLES

"B" CABLES

PROVIDE LOCK WASHER

AND HEX NUT, TYP

PROVIDE 3/4" Ø GALV

STRUCTURAL WIRE ROPE

4" NOMINAL Ø POST (TYP)

CONT CABLE @

ANCHOR POST OR

STANDARD LINE POST

PROVIDE LOCK WASHER

AND HEX NUT, TYP

PROVIDE 1/2" Ø STEEL

U-BOLT W/ PL (TYP OF 2

@ EACH POST). SEE

DETAIL A1 THIS SHEET

3/8" FLAT BAR, 1 1/2" WIDE;

PROVIDE HOLES AS REQUIRED

TO RECEIVE U-BOLTS

STRIP EXPOSED THREADS

AFTER TIGHTENING OR TACK

WELD (TYP EVERY 4TH POST)

INSTALL U-BOLT

PERPENDICULAR TO STRANDS

OF WIRE ROPE (TYP)

LINE POST

3/4" Ø WIRE ROPE

WIND SEIZING WIRE IN A TIGHT SPIRAL AROUND THE

ROPE END TO A 1" LENGTH OF SEIZING. TWIST THE

TWO ENDS OF THE SEIZING WIRE AT THE CENTER OF

THE SEIZING LENGTH. USE ZINC COATED STEEL WIRE.

CABLE CLAMP SEE

DETAIL B2 THIS SHEET

PROVIDE GALV. EXTRA HEAVY-DUTY WIRE ROPE

THIMBLE, EXCEPT WHERE ENCIRCLING

GATE/FENCE POST OR TURNBUCKLE EYE.

PROVIDE GALV WIRE ROPE

CABLE CLAMP (TYPICAL OF

4) W/ LOCK NUTS.

1/2" Ø

1 1/2" DIA GALV STEEL ROD

C1 LINE POST DETAIL

NTS

CS513

A

SECTION A-A

CS513

B

C2 CABLE ANCHORAGE DETAIL @ PULL & ANCHOR POST W/ OVERLAPPING CABLES

NTS C4 CABLE ANCHORAGE DETAIL @ PULL & ANCHOR POST

NTS

SECTION C - C

CS513

C

B1 TYPICAL TURNBACK AND CLAMP DETAIL

NTS B2 CLAMP DETAIL

NTS

A1 FENCE U-BOLT DETAIL

NTS

B3 DEADMAN ANCHOR ROD

NTS

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SUITE 300

CHESAPEAKE, VA 23320

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F

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ID

CS513

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

IMPACT DIRECTION

OUTSIDE

INSIDE

NOTES:

1. K4 RATED MOTORIZED SLIDE GATE MUST BE TYMETAL TCG-4 OR APPROVED EQUAL.

2. PROVIDE CURB KNOCKOUTS AS REQUIRED FOR GATE OPERATION.

3. CONTRACTOR TO SUBMIT SEALED DRAWINGS FOR GATE AND K4 CRASH BEAM

FOUNDATIONS.

TYM-HYD GATE OPERATOR

GATE FRAME

HANGER ASSEMBLY

CATCH ASSEMBLY

4" O.D POST (TYP)

8" SQ. STEEL

STANCHION

BARBED WIRE

BARB ARM

TOP PRIMARY MEMBER

4" O.D

POST (TYP)

CABLE (TYP.)

1" x 2" ALUM. TUBE (TYP.)

8" SQ. STEEL

STANCHION

WITH Z-POST

LEFT to Open

A = CLEAR OPENING

B = POST SPACING C/C

BE

TW

EE

N

PO

ST

S

8'

- 6

7'

- 0

5"

G

RA

DE

CL

EA

RA

NC

E

VARIES

2" x 2" ALUM. TUBE (TYP.)

K4 CRASH BEAM

2" x 5" ALUM. TUBE

FABRIC (AS REQUIRED)

CATCH ASSEMBLY

DRIVE RAIL

FINISHED

ROAD GRADE

GATE OPERATOR

BOTTOM GUIDE ASSEMBLY

HANGAR ASSEMBLY

B1 K4 RATED MOTORIZED SLIDE GATE

NTS

ELEVATION

PLAN

-OUTSIDE-

-INSIDE-

GATE HANGER ASSEMBLY

STANDARD TRACK

4" O.D. POST

TOP PRIMARY MEMBER

2" x 5" ALUM. TUBE

BOTTOM GUIDE ASSEMBLY

2" x 2" ALUM. TUBE 1" x 2" ALUM. TUBE

(BEHIND)

8" SQ. STEEL

STANCHION WITH

Z-POST

BARB ARM

TYM-HYD OPERATOR

-FINISHED ROAD GRADE-

K4 CRASH BEAM

C4 ASSEMBLY SECTION

NTS

CS514

C4

34" REF.

"D

8" M

IN

12" (MIN)

"D "/2"T"

"T"/2

3" (M

IN

1. REPLACE EXISTING FRAME AND COVER WITH NEW FRAME AND COVER IF EXISTING FRAME AND

COVER IS NOT SALVAGEABLE

2. PRECAST GRADE RINGS MUST NOT EXCEED 2 MAXIMUM FOR A TOTAL MAXUMUM HEIGHT OF 12".

3. PLACE NON-SHRINK GROUT BETWEEN GRADE RINGS FOR ADJUSTMENTS.

4. DEPTH, WIDTH, AND THICKNESS OF NON-SHRINK GROUT MUST BE OF SUFFICENT DIMENSIONS TO PROPERLY JOIN AND SECURE THE COMPONENTS, BUT MUST NOT EXCEED 1" IN ANY DIRECTION.

(6" MIN)

PROPOSED

FINISH GRADE

REUSE EXISTING MANHOLE

RING AND COVER

TYPICAL EXISTING VERTICAL

RISER SECTION

NON-SHRINK GROUT

RECAST REINFORCED

CONCRETE GRADE RINGS

#4 BAR

REINFORCEMENT

CONCRETE POURED

AROUND STRUCTURE

ADJUSTMENT

NOTES:

A4 MANHOLE ADJUSTMENT

NTS

N A

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CS514

DON ELLIOT 12/19/19

PR

OFESS I ONAL

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RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

6"

1'-0"

2'-8"

4'-

2"-8"

4'-

6'-

9 1 /8"

R

EF

9'-

0" T

YP

0.6 1'

ST

AN

CH

IO

N

TO

IN

SI

DE

OF

PO

ST

B - 3'-8" 5'-4"

3'-

1/ 2"

A = CLEAR OPENING

5'- 0"

4'-

" 1'-

5'- 0"

2'- 0"

3'- 2"

(H

OL

D)

1'-2"

6'-0" TYP.

CL OF ROADWAY

EQUALEQUALB + 2"

XXX

X

3"

10"

3 5 /8"

6'-0" TYP.

BE

TW

EE

N

PO

ST

S

4" O.D. POST

8" SQ. STEEL

STANCHION

4" O.D. POST

8" SQ. STEEL STANCHION

THIS POST IN FLUSH

WITH STANCHION

CONCRETE 3000 PSI MIN.

LEFT to Open

FENCELINE

OUTSIDE

-FINISHED ROAD GRADE-

B1 SLIDE GATE FOUNDATION

NTS

ELEVATION

PLAN

N A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS515

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

C4 AIRSIDE CONCRETE PAVEMENT

12" PORTLAND CEMENT CONCRETE

REINFORCEMENT (FOR PANELS

DESIGNATED WITH "R" ONLY)

8" NCDOT ABC

12" CEMENT STABILIZED SUBGRADE

T

T/

EXISTING

SUBGRADE

2" ASPHALT INTERMEDIATE COURSE, NCDOT I19.0C

TACK COAT

AIR OPERATIONS

12" CEMENT STABILIZED SUBGRADE

ATCT

12" IMPORTED SELECT MATERIAL

SUBBASE

EXISTING SUBGRADE

1-1/2" ASPHALT SURFACE COURSE, NCDOT SM-9.5B PLACE

TOP LIFT ONLY AFTER MAJOR CONSTRUCTION ACTIVITIES

ARE COMPLETE

PRIME COAT

C2 LANDSIDE HEAVY DUTY ASPHALT PAVEMENT

8" NCDOT ABC

C3 LANDSIDE CONCRETE PAVEMENT

8" PORTLAND CEMENT CONCRETE

REINFORCEMENT (FOR PANELS

DESIGNATED WITH "R" ONLY)

12" IMPORTED SELECT

MATERIAL SUBBASE

T

T/

EXISTING

SUBGRADE

6" NCDOT ABC

NTS NTS NTS

8" POROUS FILL

STRIP DRAIN, SEE PLANS FOR LOCATIONS

ATCT

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC

4" M

IN

GEOTEXTILE FABRIC

C1 FOUNDATION SECTION

NTS

SPREAD OR WALL FOOTING

SEE STRUCTURAL PLANS

3'- 0"

3'-0"

WOVEN GEOTEXTILE.

REFER TO NOTE 1.

NO. 57 STONE BASE COURSE

COMPACTED FILL

REFER TO PLAN

B/FOUNDATION

IN SITU SOIL

6" NCDOT ABC

COR APPROVED COMPACTED SUBGRADE,

COMPACTED TO 95% MODIFIED PROCTOR

ASTM D 1557

2" ASPHALT SURFACE COURSE, NCDOT SM-9.5B

PRIME COAT

A4 LANDSIDE LIGHT DUTY ASPHALT PAVEMENT

NTS

NOTE:

1. WOVEN GEOTEXTILE MUST CONFORM TO AASHTO M288 CLASS 1,

ELONGATION <50%. OVERLAP SEAMS 24".

2. PROVIDE OVEREXCAVATION FOR BUILDING FOUNDATIONS AND

FOOTINGS .

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CS516

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

2022-08-15T07:06:58-0400