4. Project Drawings.pdf

SHEET OF

DRAWING

PROJECT NUMBER

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

FO

R

ES

T:

D R

A W

IN

G

PR

O

JE

C

T N

A M

E:

N A

M E:

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

G A

TE

P

LA

N

LE

G

E N

D A

N D

N O

TE

S

NO SCALE

LO

S

P A

D R

E S

N A

TI

O

N A

L

FO

R E

S T

1 5

LOS PADRES NATIONAL FOREST

WAGON FLAT AND RATTLESNAKE 14' GATE PALN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT

AutoCAD SHX Text

DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE US

AutoCAD SHX Text

FOREST SERVICE AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER

AutoCAD SHX Text

ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR

AutoCAD SHX Text

PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVED A RECOGNIZED

AutoCAD SHX Text

ERROR, WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER, THE CONTRACTOR

AutoCAD SHX Text

SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND

AutoCAD SHX Text

SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR

AutoCAD SHX Text

CORRECTION.

AutoCAD SHX Text

IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE TO CLARIFY

AutoCAD SHX Text

SITE ACCESS FOR ALL EQUIPMENT AND MATERIAL DELIVERIES.

AutoCAD SHX Text

ALL SECTIONS MENTIONED BELOW REFER TO THE WAGON FLAT & RATTLESNAKE

AutoCAD SHX Text

GATES INSTALL CSI SPECIFICATIONS INCLUDED IN THIS CONTRACT.

AutoCAD SHX Text

THE SITE MAY BE OPEN TO THE PUBLIC DURING CONSTRUCTION ACTIVITIES.

AutoCAD SHX Text

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING CONSTRUCTION TRAFFIC AND

AutoCAD SHX Text

EMERGENCY TRAFFIC SHALL HAVE ACCESS TO THE SITE. CONTRACTOR SHALL BE

AutoCAD SHX Text

RESPONSIBLE FOR ALL TRAFFIC CONTROL RELATING TO THIS PROJECT AND ALL

AutoCAD SHX Text

TRAFFIC CONTROL AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE

AutoCAD SHX Text

WITH COUNTY REQUIREMENTS. CONTRACTOR SHALL NOT DISTURB THE AREA

AutoCAD SHX Text

BEYOND PROJECT LIMITS. PROJECT LIMITS ARE DEFINED AS TOP OF CUT TO TOE

AutoCAD SHX Text

OF FILL.

AutoCAD SHX Text

CALTRANS BEST MANAGEMENT PRACTICES, WM-8 CONCRETE WASTE MANAGEMENT,

AutoCAD SHX Text

PROCEDURES SHALL BE FOLLOWED FOR ALL CONSTRUCTION ACTIVITIES WHERE

AutoCAD SHX Text

SLURRIES CONTAINING PORTLAND CEMENT CONCRETE ARE GENERATED, SUCH AS

AutoCAD SHX Text

AND WHERE CONCRETE TRUCKS AND OTHER CONCRETE COATED EQUIPMENT ARE

AutoCAD SHX Text

WASHED ON SITE. CONCRETE WASHOUT SHALL BE LINED WITH 12 MIL

AutoCAD SHX Text

POLYETHYLENE AND BERMED. CONCRETE WASHOUT LOCATION SHALL BE

AutoCAD SHX Text

DESIGNATED BY THE CO.

AutoCAD SHX Text

CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK FOR APPROVAL AT LEAST 5

AutoCAD SHX Text

BUSINESS DAYS PRIOR TO START OF WORK.

AutoCAD SHX Text

ALL WATER IS CONSIDERED INCIDENTAL TO INDIVIDUAL WORK ITEMS. CONTRACTOR

AutoCAD SHX Text

SHALL SECURE THEIR OWN WATER SOURCE FOR USE ON THIS PROJECT.

AutoCAD SHX Text

CONTRACTOR'S SOURCE SHALL BE FREE OF ALL DELETERIOUS MATERIALS.

AutoCAD SHX Text

NO TELEPHONE WILL BE AVAILABLE FOR CONTRACTOR USE.

AutoCAD SHX Text

CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS.

AutoCAD SHX Text

CONTRACTOR SHALL TAKE ALL APPROPRIATE STEPS TO ENSURE THAT NO

AutoCAD SHX Text

DISCHARGE OR OTHER SUCH POLLUTANTS INTO THE STREAM SHALL TAKE PLACE

AutoCAD SHX Text

AS A RESULT OF CONTRACTORS WORK ACTIVITIES.

AutoCAD SHX Text

CLEARING AND GRUBBING SHALL BE IN ACCORDANCE WITH SECTION 31 10 00,

AutoCAD SHX Text

SITE CLEARING. ALL BRUSH AND STUMPS WITHIN PROJECT LIMITS THAT INTERFERE

AutoCAD SHX Text

WITH CONSTRUCTION ACTIVITIES MAY BE REMOVED WITH APPROVAL OF

AutoCAD SHX Text

CONTRACTING OFFICER. CONSTRUCTION SLASH SHALL BE REMOVED AND

AutoCAD SHX Text

DISPOSED OF OFF NATIONAL FOREST LAND AT A SUITABLE DISPOSAL SITE.

AutoCAD SHX Text

CONTRACTOR SHALL FURNISH A SIGNED COPY OF THE DISPOSAL AGREEMENT.

AutoCAD SHX Text

CARE SHALL BE TAKEN TO AVOID DAMAGING ALL LIVE TREES.

AutoCAD SHX Text

STEEL GATE TO BE INSTALLED ON THE AT WAGON FLAT & RATTLESNAKE ON

AutoCAD SHX Text

ROAD SHALL HAVE AT LEAST A 14' WIDE ROADWAY CLEARANCE. THE STEEL

AutoCAD SHX Text

GATE SHALL STRATEGICALLY BE INSTALLED IN SUCH A LOCATION SO VEHICLES

AutoCAD SHX Text

AND OFF ROAD MOTORIZED VEHICLES ARE UNABLE TO BYPASS AROUND THE

AutoCAD SHX Text

GATE. FINAL GATE LOCATION SHALL BE DETERMINED BY THE CONTRACTING

AutoCAD SHX Text

OFFICER.

AutoCAD SHX Text

SIGNS AND REFLECTORS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS.

AutoCAD SHX Text

WORK HOURS AND DAYS ARE LIMITED TO MONDAY THRU FRIDAY 8:00AM TO

AutoCAD SHX Text

4:30PM PST, EXCLUDING ALL FEDERAL HOLIDAYS.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 10.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 11.

AutoCAD SHX Text 12.

AutoCAD SHX Text 13.

AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

3 EACH HORIZONTAL GATE

MEMBERS ARE 2.5" DIAMETER

SCHEDULE 40 STEEL PIPE BY 16'-0"

LONG, TYP., WELDED TO

VERTICAL MEMBERS AND GATE

HINGE PIPE.

GATE HINGE PIPE IS 8" DIAMETER

SCHEDULE 40 STEEL PIPE BY 3'-6"

3/8" THICK STEEL STOCK TOP CAP

WELDED TO POST.

6 EACH VERTICAL MEMBERS ARE 2.5"

DIAMETER SCHEDULE 40 STEEL PIPE,

CRIMPED DOWN TO 1" AT BOTH ENDS,

TYP., WELDED TO HORIZONTAL

MEMBERS

LOCKING PLATE, 3 INCH x 5 1/4 INCH x 1 INCH THICK STOCK STEEL

WELDED TO GATE

1/2 INCH DIAMETER HOLE, CENTERED

45 DEGREE ANGLE CUT, 1/4" WELD

ALL AROUND, TYP.

1/2 INCH THICK, 10 INCH DIAMETER

COLLAR

VERTICAL MEMBER ARE 2.5"

DIAMETER SCHEDULE 40 STEEL

PIPE 3'-0" LONG, TYP., WELDED TO

HORIZONTAL MEMBERS

3'

1/2 INCH THICK, 10 INCH DIAMETER.

3.5'

1. ALL JOINTS TO BE 1/4 INCH FILLET

WELD ALL AROUND.

NOTES:

2. FINISH IS TO BE POWDER COATED,

PER SPECIFICATION, COLOR WHITE.

3. ALL EXPOSED CUTS ARE TO BE

1/4" FILLET WELD ALL AROUND

LOCK TEE 1/2" STEEL PLATE

DOUBLE LOCK BAR 7/8" STEEL BAR

1.75"

0.5"3"

1" DIAMETER HOLE

1.75"

0.5"

7/8" DIAMETER

0.5" DIAMETER

1.5"

WELD 5/16" STEEL CHAIN, 12" LENGTH, (1 EACH) TO INSIDE OF LOCK

POST, CENTERED; AND (1 EACH) TO INSIDE OF LOCK OPEN POST, CENTERED;

AND OTHER END WELDED TO LOCK TEE (1 EACH CHAIN FOR EACH POST).

0.5"

NO POWDER COAT ON BOTTOM 2'-6"

OF GATE HINGE POST, LOCK POST

AND LOCK OPEN POST.

GROUND SMOOTH.

SHEET OF

DRAWING

PROJECT NUMBER

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

FO

R

ES

T:

D R

A W

IN

G

PR

O

JE

C

T N

A M

E:

N A

M E:

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

G at e P la n

G A

TE

F

A B

R

IC

A

TI

O N

D E

TA

IL

S A

B

AS SHOWN

LO

S

PA

D

R

ES

N A

TI

O

N A

L

FO

R

ES

T

2 5

GATE DETAIL

1/2" = 1'- 0"A

LOCK TEE DETAIL

1/4" = 1'- 0"B

AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

LOCK POST

LOCK POST

3" x 5 1/4" x 1"

LOCKING PLATE

3" x 5 1/4" x 1" LOCKING

PLATE WITH 1 9/16" DIAMETER

HOLE CUT FOR LOCK ASSEMBLY

VERTICAL MEMBER OF

GATE, 2.5" SCH 40 STEEL

8" DIAMETER ACCESS HOLE

FOR LOCK ACCESS

2.5" SCH 40 VERTICAL GATE MEMBER

8" DIAMETER ACCESS HOLE

3/16" FLAT PLATE WELDED TO INSIDE

LOCK POST AND LOCK OPEN POST TO

STOP KEY DROP/LOSS

6"

1-9/16" HOLE, HOLE DIAMETER SHALL BE

ALTERED TO ACCOMMODATE TWO PAD LOCKS.

3/8" LOCK POST CAP

CUT SLOT FOR LOCKING PLATE.

CUT SLOT FOR LOCKING PLATE

LOCK AND LOCK OPEN POST CAP IS 8" DIA x

3/16" STEEL PLATE WELDED INTO PLACE

8" DIAMETER ACCESS HOLE

SEE DETAIL "C"

FINISHED GRADE

#8 REBAR 18" LONG THROUGH

LOCK POST WITH 5"

PROTRUDING EACH SIDE

LOCK AND LOCK OPEN POST IS

8" Ø SCHEDULE 40 STEEL PIPE

BY MIN. 7' LONG. PIPE

LENGTH SHALL BE ADJUSTED

TO FIT GROUND CONDITIONS.

MIN 7'-0"

3'-0"

2'-0"

3" MIN. CLEARANCE

3" MIN. CLEARANCE

3" MIN. CLEARANCE, TYP.

SHEET OF

DRAWING

PROJECT NUMBER

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

FO

R

ES

T:

D R

A W

IN

G

PR

O

JE

C

T N

A M

E:

N A

M E:

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

G at e P la n

G A

TE

F

A B

R

IC

A

TI

O N

D E

TA

IL

S C

D

AS SHOWN

LO

S

PA

D

R

ES

N A

TI

O

N A

L

FO

R

ES

T

3 5

LOCK POST DETAIL

1/2" = 1'- 0"D

LOCK POST DETAIL

NOT TO SCALEC

AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

8" Ø GATE HINGE PIPE

6" Ø GATE POST

FLAT STOCK 5/8" THICK, 1" WIDE X 3" LONG SHIMS, BEND AND WELD TO

CONTOUR OF GATE HINGE POST (8 REQUIRED), 4 EACH POST, TOP AND

BOTTOM

WELD 4 EACH SHIMS ~ 1" BELOW TOP OF GATE HINGE POST. WELD 4 EACH

SHIMS ~1" ABOVE 1/2" X 10" O.D. STEEL COLLAR, ON GATE HINGE POST.

1 EACH 1/2" x 10" STEEL COLLAR WELDED TO HINGE PIPE (BOTTOM)

8" SCHEDULE 40 GATE HINGE PIPE

6" SCHEDULE 80 GATE HINGE POST

1 EACH 1/2" x 10" STEEL COLLAR WELDED TO

GATE POST 42" FROM TOP OF GATE POST

3/16" x 6" GUSSET, TYPICAL

3/8" HINGE PIPE CAP

1/2" Ø HOLE FOR POWDER COAT HANGER

PLAN VIEW

ELEVATION VIEW

GATE HINGE PIPE IS 8"

SCHEDULE 40 STEEL PIPE

BY 3' - 6" LONG

10'-0"

1/2" x 10" O.D. STEEL COLLAR

GATE HINGE PIPE CAP IS 8" Ø

x 3/8" STEEL PLATE WELDED

INTO PLACE

GATE HINGE POST GATE HINGE PIPE

CUT HOLES FOR REBAR

SHIM, SEE DETAIL E

SHIM, SEE DETAIL E

GATE POST IS 6" SCHEDULE 80 STEEL PIPE MIN. 10' - 0" LONG. PIPE

LENGTH SHALL BE ADJUSTED TO FIT GROUND CONDITIONS.

18"

6"

3"-6"

3'-6 12"

SHEET OF

DRAWING

PROJECT NUMBER

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

FO

R

ES

T:

D R

A W

IN

G

PR

O

JE

C

T N

A M

E:

N A

M E:

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

G at e P la n

G A

TE

F

A B

R

IC

A

TI

O N

D E

TA

IL

S E

F

AS SHOWN

LO

S

PA

D

R

ES

N A

TI

O

N A

L

FO

R

ES

T

4 5

GATE HINGE POST & HINGE PIPE DETAILS

NOT TO SCALEF

GATE HINGE POST SHIM DETAIL

NOT TO SCALEE

AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

MUTCD OBJECT MARKER, OM2-2V, CENTERED,

ONE ON EACH SIDE OF POST, TYP.

BARRICADE MARKER (B-M-R-R) THIS SIDE,

(B-M-L-R) FAR SIDE

CL FINISHED GRADE

8" I.D. LOCK POST

14'-9" MIN.

NOTES:

1. TOP AND BOTTOM 12" OF GATE HINGE PIPE AND RIDING SURFACES TO BE

LIBERALLY COATED WITH LITHIUM BASED MOLYBDENUM DISULFIDE TYPE

GREASE.

2. BARRICADE AND OBJECT MARKERS TO BE INSTALLED IN ACCORDANCE

WITH MUTCD USING APPROVED PRODUCTS.

3. AS STAKED BY COR WITH CONSIDERATION FOR DIRECTION OF SWING

AND SIDE OF ROAD PLACEMENT, THE LOCK POST AND LOCK OPEN POST

FINAL LOCATIONS SHALL BE MEASURED AND VERIFIED BY CONTRACTOR

TO ENSURE PROPER ALIGNMENT OF LATCH. BOTH LOCK POST AND LOCK

OPEN POST SHALL BE INSTALLED AS SHOWN ON DRAWING. FIELD CUTTING

OF LATCH AND POWDER COAT WILL NOT BE ALLOWED.

4. ALL REBAR AND PIPE EMBEDDED IN CONCRETE SHALL HAVE A 3 INCH

MINIMUM COVER.

5. CONCRETE SHALL BE MINIMUM 3000 PSI AND SHALL BE INSTALLED IN

ACCORDANCE WITH SPECIFICATION SECTION 03 30 00, CAST IN PLACE

CONCRETE.

6. CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE

CONCRETE PLACEMENT, TO PROVIDE 3 INCH MINIMUM COVER.

7. CONTRACTOR SHALL ALLOW CONCRETE TO SET A MINIMUM OF 7 DAYS

BEFORE HANGING GATE ON GATE POST.

8. CONTRACTOR SHALL DRILL HOLES IN GATE TO ATTACH GOVERNMENT

PROVIDED SIGNS. CONTRACTOR SHALL PROVIDE AND INSTALL

ANTI-VANDAL HARDWARE TO ATTACH SIGNS.

2'-0" 3'-6"

3'-6" 2'-0"

SW

IN

G

OF

G

AT

E2'-6"

14'-9" MIN.

14'-9" MIN.

GATE POST

EXCAVATE 3'-6"

DIAMETER x 6'-0"

DEEP

INSTALL 18 INCH LONG #8 REBAR THROUGH HOLE

CUT IN POST, PROTRUDING EQUALLY EACH SIDE OF

POST, TYP., TIE IN PLACE WITH WIRE.

8" I.D. GATE HINGE PIPE OVER 6" I.D. GATE POST

LOCK OPEN POST

LOCK POST

60" LONG #4 REBAR, TYP.

1'-0" TYP.

3'-0" 1'-0"

0'-10"

40" LONG #4 REBAR, TYP.

3'-0" TYP.

EXCAVATE 2'-0"

DIAMETER x 3'-3"

DEEP

EXCAVATE 2'-0"

DIAMETER x 3'-3"

DEEP

1'-0" PAST SWING OF GATE

1'-0" PAST SWING OF GATE

10" DIAMETER COLLAR RIDING SURFACES

HINGE PIPE CAP (3/8" THICK) AND GATE POST

RIDING SURFACE

INSTALL 18 INCH LONG #8 REBAR THROUGH HOLE

CUT IN POST, PROTRUDING EQUALLY EACH SIDE OF

POST, TYP., TIE IN PLACE WITH WIRE.

2'-0"

1" CLEARANCE

3" MINIMUM CLEARANCE

1/2" DIAMETER HOLE

R11-2 SIGN

SHEET OF

DRAWING

PROJECT NUMBER

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

FO

R

ES

T:

D R

A W

IN

G

PR

O

JE

C

T N

A M

E:

N A

M E:

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

G at e P la n

G A

TE

IN

S

TA

LL

D

E

TA

IL

S

G

NOT TO SCALE

LO

S

PA

D

R

ES

N A

TI

O

N A

L

FO

R

ES

T

5 5

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

%%u OHV FENCING %%u

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text ~C

AutoCAD SHX Text ~C

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

2 7/8" DIA. SCHEDULE 40 STEEL PIPE RAIL BY 10' OR 20' LONG

AutoCAD SHX Text

2 7/8" DIA. SCHEDULE 40 STEEL PIPE RAIL BY 6' LONG POSTS

AutoCAD SHX Text

POSTS DRIVEN INTO GROUND 3'-0"

AutoCAD SHX Text

SEE JOINT DETAIL

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

NO CONCRETE FOOTINGS REQUIRED "

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

PUBLIC WALKOVER

AutoCAD SHX Text

PUBLIC WALKOVER TYPICAL

AutoCAD SHX Text 3/8"

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

JOINT DETAIL

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 2 7/8" DIA. SCHEDULE 40 STEEL PIPE RAIL. 10' OR 20' LONG, ARC-WELDED AT JOINTS OF POSTS AND RAILS

AutoCAD SHX Text

2 7/8" DIA. CUT ARC-WELD

AutoCAD SHX Text

2 7/8" DIA. SCHEDULE 40 STEEL PIPE POSTS

AutoCAD SHX Text %%u SLIP JOINT DETAIL %%u

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text ~C

AutoCAD SHX Text

3" GAP

AutoCAD SHX Text

WELD ONE SIDE ONLY

AutoCAD SHX Text NOTE: PROVIDE & INSTALL SLIP JOINTS @ 75' INTERVALS WITH 12" X 3" SCHEDULE 40 PIPE SLEEVES.

AutoCAD SHX Text ~C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

BY:

AutoCAD SHX Text

CHECK:

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY:

AutoCAD SHX Text

CHECK:

AutoCAD SHX Text APPROVED:%%u %%u DATE %%u

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

DIRECTOR, ENGINEERING

AutoCAD SHX Text

LOS PADRES NATIONAL FOREST

AutoCAD SHX Text

OHV BARRIER DETAIL & PUBLIC WALKOVER

AutoCAD SHX Text

IMPROVEMENTS

AutoCAD SHX Text

WAGON FLAT & RATTLESNAKE

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

BY:

AutoCAD SHX Text

CHECK:

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY:

AutoCAD SHX Text

CHECK:

AutoCAD SHX Text APPROVED:%%u %%u DATE %%u

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DIRECTOR, ENGINEERING

HORSE GATE

15'-5" 22'

EXIS

TIN

G SL

OPE

EX

IS

TI

NG SL

OPE

5'-11.50"

1'-9"

3'-6"

VEHICLE GATE

HORSE GATE

15'-5"

5'-11.50"

1'-9"

3'-6"

VEHICLE GATE

BARRIER TO TOE OF SLOPE APPROX. 72'

BARRIER UP TO HORSE GATE

WITHE OPENING FOR PEDESTRIAN

APPROX. 428' EXIS

TIN

G SL

OPE

2'

SHEET OF

DRAWING

PROJECT NUMBER

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

FO

R

ES

T:

D R

A W

IN

G

PR

O

JE

C

T N

A M

E:

N A

M E:

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

W ag on F la t C

.G

R at tle sn ak e

T.

H

G A

TE

IN

S

TA

LL

D

E

TA

IL

S

G

NOT TO SCALE

LO

S

PA

D

R

ES

N A

TI

O

N A

L

FO

R

ES

T

1 1

WAGON FLAT CAMPGROUND ELEVATION

RATTLESNAKE TRAILHEAD ELEVATION

AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G