Attachment_2_Item_1_Dwgs_Silverado.pdf
PDF 578 KB Posted
- Attached to
- FOREST GATE FABRICATION AND INSTALLATION Federal contract opportunity
- Solicitation number
- AG-9AB5-S-15-0075
About this file
Attachment 2 Item 1 Silverado Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment_9_Item_2_Wage_Orange_County.pdf | ||
| Attachment_16_Item_3_Wage_San_Diego_County.pdf | ||
| Attachment_10_Item_3_Specs_Viejas.pdf | ||
| Attachment_13_Item_3_Map_2_Viejas.pdf | ||
| Attachment_14_Item_3_Map_3_Viejas.pdf | ||
| Attachment_15_Item_3_Fire_Plan__Viejas.pdf | ||
| Attachment_1_Item_1_Specs_Silverado.pdf | ||
| Attachment_5_Item_1_Wage_Riverside_County.pdf | ||
| Attachment_12_Item_3_Map_1_Viejas.pdf | ||
| Attachment_3_Item_1_Silverado_BAER_Gate_Map.jpg | JPG image | |
| Attachment_7_Item_2_Falcon_Dwgs.pdf | ||
| Attachment_6_Item_2_Falcon_Specs.pdf | ||
| Attachment_4_Item_1_Fire_Plan_Silverado.pdf | ||
| Attachment_8_Item_2_Fire_Plan_Falcon.pdf | ||
| AG-9AB5-S-15-0075_CNF_Fab_Install_Gates.pdf | ||
| Attachment_11_Item_3_Dwg_Viejas.pdf |
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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
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PR
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N A
M E:
FOREST
REGION
SOUTHWEST
PACIFIC
DATENO. REVISIONS
R5
SERVICE
U S D A
S
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H E
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A N
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O C
A
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M A
P
AS NOTED
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1 8
CALIFORNIA CLEVELAND NATIONAL FOREST
SHEET OF
DRAWING
PROJECT NUMBER
CHECKED BY
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
A/E
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2 8
3 EACH HORIZONTAL GATE
MEMBERS ARE 2.5" DIAMETER
SCHEDULE 40 STEEL PIPE BY 14'-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
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GATE DETAIL
1/2" = 1'- 0"A
LOCK TEE DETAIL
1/4" = 1'- 0"B
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
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LOCK POST DETAIL
1/2" = 1'- 0"D
LOCK POST DETAIL
NOT TO SCALEC
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
7'-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. 7' - 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
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CHECKED BY
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GATE HINGE POST & HINGE PIPE DETAILS
NOT TO SCALEF
GATE HINGE POST SHIM DETAIL
NOT TO SCALEE
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"
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"
14'-9"
GATE POST
EXCAVATE 3'-0"
DIAMETER x 3'-3"
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
40" 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
SHEET OF
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CHECKED BY
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Min. 4'-0", Typ.
RECEIVING POST 6" Ø
SCHEDULE 40s PIPE.
CROSS BEAM 3-1/2" Ø
SCHEDULE 10s PIPE.
SEE RECEIVING POST
CONNECTION ELEVATION DETAIL
15"
SEE END POST
CONNECTION DETAIL
END POST 6" Ø SCHEDULE
40s PIPE (ASTM A36).
8" STEEL END PLATE
7" Ø STEEL PIPE 1/4" WALL THICKNESS
CUT TO FIT CROSS BEAM.
6" x 12" x 1/4"
PL
21'
12"
6"
4"
4"
1"
1"
4"
4"
4" Ø HOLE FOR
LOCK ACCESS.
8" STEEL PLATE TOP OF STEEL
POST.
3" X 1/2" SLOT THRU PLATE
MIN. 2'-0", TYP.
MIN. 2'-0" TYP.
3000 PSI
0'-3" MIN. TYP
9" MIN (TYP)
2' MIN (TYP)
COMPACTED NATIVE SOIL
NOTE: PIPE LENGTH SHALL BE ADJUSTED
TO FIT GROUND CONDITIONS.
COMPACTED NATIVE SOIL
NOTES
1. CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE CONCRETE PLACEMENT TO PROVIDE A MINIMUM 3 INCH GAP BETWEEN FOOTING HOLE AND POST.
2. ALL PIPE RAIL, POSTS, AND WELDS SHALL BE GROUND SMOOTH.
3. EXPOSED PIPE HEIGHT SHALL BE ADJUSTED TO FIT GROUND CONDITIONS.
SHEET OF
DRAWING
PROJECT NUMBER
CHECKED BY
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ASSEMBLED BARRIER ELEVATIONA NOT TO SCALE
END POST CONNECTION DETAILB NOT TO SCALE
RECEIVING POST CONNECTION ELEVATION DETAILC NOT TO SCALE
RECEIVING POST CONNECTION PLAN VIEWD NOT TO SCALE
POST EMBEDMENT DETAIL (TYPICAL)E NOT TO SCALE
COMPACTED NATIVE
SOIL
3000 PSI CONCRETE
4"
24" TYP.
24" TYP
24" Ø TYP
21'
42" 84" 84" 42"
ADJACENT PIPE
COMPACTED NATIVE
SOIL
4"
NOTES:
1. 21-FOOT SECTION WITH 3 POSTS.
2. POSTS AND RAIL ARE 4" ON DIAMETER SCHEDULE 10 STEEL PIPE.
3. CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE CONCRETE PLACEMENT, TO PROVIDE A MINIMUM 3 INCH GAP BETWEEN FOOTING HOLE AND POST.
4. ALL PIPE RAIL, POSTS, AND WELDS SHALL BE GROUND SMOOTH.
SHEET OF
DRAWING
PROJECT NUMBER
CHECKED BY
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
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BARRIER SECTION AND FOOTINGF NOT TO SCALE
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