8LIGHTWEIGHTGATE_A-B11x17.pdf
PDF 57 KB Posted
- Attached to
- Blue Jay Campground Improvements Federal contract opportunity
- Solicitation number
- AG-9AB5-S-15-0031
About this file
Blue Jay CG Maps Drawings Page 8
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 4Siteplan24X36.pdf | ||
| 3OverallSitePlan24x36.pdf | ||
| 7ConstructionDetailsD-G24x36.pdf | ||
| 1TitleSheet24X36.pdf | ||
| 6ConstructionDetailsA-C24x36pdf.pdf | ||
| Amendment1.pdf | ||
| 9LightweightGateC-D-24x36.pdf | ||
| 5GradingPlan24x36.pdf | ||
| 8LIGHTWEIGHTGATE_A-B24x36.pdf | ||
| 2LegendAndNotes24x36.pdf | ||
| WageRate.pdf | ||
| 6ConstructionDetailsA-C11x17.pdf | ||
| SF_24_Bid_Bond.pdf | ||
| 5GradingPlan11x17.pdf | ||
| 2LegendAndNotes11x57.pdf | ||
| 9LightweightGateC-D11x17.pdf | ||
| R5Fire_Plan.pdf | ||
| 3OverallSitePlan11x17.pdf | ||
| 1TitleSheet11x57.pdf | ||
| 7ConstructionDetailsD-G11x17.pdf | ||
| 4Siteplan11x17.pdf | ||
| SummaryOfWork.pdf | ||
| BlueJayCGSolicitation.pdf |
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Text version
NOTES:
TOP AND BOTTOM 12" OF GATE HINGE PIPE AND RIDING SURFACES TO BE LIBERALLY
COATED WITH LITHIUM BASED MOLYBDENUM DISULFIDE TYPE GREASE.
BARRICADE AND OBJECT MARKERS TO BE INSTALLED IN ACCORDANCE WITH MUTCD USING
PRODUCTS, AS APPROVED BY THE CO.
FINAL LOCATION AS APPROVED 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.
ALL REBAR AND PIPE EMBEDDED IN CONCRETE SHALL HAVE A 3 INCH MINIMUM COVER.
1.
2.
3.
4.
CONCRETE SHALL BE MINIMUM 3000 PSI AND SHALL BE INSTALLED IN ACCORDANCE WITH
SECTION 602, METHOD C, IN THE SPECIFICATIONS.
CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE CONCRETE PLACEMENT,
TO PROVIDE 3 INCH MINIMUM COVER.
CONTRACTOR SHALL ALLOW CONCRETE TO SET A MINIMUM OF 24 HOURS BEFORE HANGING
GATE ON GATE POST.
GATE SHALL BE PROTECTED FROM TRAFFIC AND DAMAGE DURING INSTALLATION.
GATE AND ALL POSTS FINISH SHALL BE POWDER COATED COLOR WHITE. NO POWDER COAT ON
BOTTOM 3' OF GATE POSTS AND LOCK POSTS.
5.
6.
7.
8.
9.
SLIDER BAR
SLIDER BAR BRACKET
SLIDER BAR BRACKET SIDE VIEW
1" Ø HOLE FOR LOCK CLOSED POSITION
HANDLE (1/2" ROD, 6" LONG) CENTERED THRU SLIDER, WELDED IN PLACE FOR
OPENING AND CLOSING SLIDER
3"
19"
4 1/2"
5 1/2"3 1/2"
5/8"
GATE/SLIDER BAR DETAILS
1/2" = 1' - 0"
B
5 1/2" x 2.5", TYPICAL. SEE SLIDER BAR BRACKET SIDE VIEW DETAIL
1" Ø HOLE FOR LOCK CLOSED POSITION
SLIDER BAR BRACKET, TYPICAL
SLIDER BAR, 1/2" THICK
~ 1/8" - 3/16" WELDING CAP
CUT TO FIT 2 1/2" PIPE
NOTE: 3 PIECES , EACH WELDED TO GATE PIPE
3 1/2"
8"
9 1/2"
2 1/2"
FINISHED GRADE
SW
I N
G O
F G
A T
E
GATE POST
EXCAVATE 3'-0" DIAMETER x 3'-3" DEEP
LOCK OPEN POST
3'-0"
1'-0"
EXCAVATE 2'-0" DIAMETER x 3'-3" DEEP
HINGE PIPE WITH 3/8" THICK CAP WELDED TO
TOP OF GATE POST, TYPICAL
3" MINIMUM CLEARANCE
16' - 0"
3'-0"
1'-0"
3" MINIMUM CLEARANCE
16' - 0"
SLIDER BAR, SEE DETAIL B
6"3' - 0"
OBJECT MARKER, OM2-2V: SOLID YELLOW, CENTERED,
ONE ON EACH SIDE OF POST, TYPICAL. FOR ALL GATE
POSTS AND LOCK POSTS.
3" 2 1/2" SCHEDULE 40 PIPE, TYPICAL
2 1/2" WELDING 90° MITRE TO FIT 3/8" PLATE
2 1/2" SCHEDULE 40 PIPE
3 1/2" SCHEDULE 40 PIPE, WITH 8" x 8" x 1 4"
PLATE WELDED TO PIPE, TYPICAL.
3'-0"
FOOTING, TYPICAL. SEE DETAIL A
12'-0"
FOOTING LAYOUT
1/4" = 1'-0"
A
#6 REBAR @ 3" ON CENTER EW WITH 3"
MINIMUM CLEARANCE EACH SIDE.
3" 3"
P P
12'x12' NO PARKING SIGN, R8-3
3'x1', TYPE 3 BARRICADE MARKER (BM) RED AND
WHITE, 2 PER EACH HALF OF GATE, ONE ON EACH
SIDE OF GATE.
4" GATE POST, 4" SCHEDULE 40 PIPE, TYPICAL
SIGNS SHALL BE BOLTED THROUGH CENTER OF PIPE
COMPLETE WITH LOCK WASHERS.
ALL EXPOSED PIPE ENDS SHALL BE GROUND
SMOOTH.
CLEAN WELD AREAS OF ALL LOOSE MATERIAL
AND SCALE.
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
B
LU
E J
A Y
C G
S
IT
E
IM
P R
O V
E M
E N
TS
D E
M O
LI
G
H
TW
E
IG
H T
G A
TE
D
E
TA
IL
S
A -B
AS SHOWN
15JUN2014
MM
TM/WW
C
LE
V
EL
A N
D N
A
TI
O N
A L
FO
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ES
T
8 9
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