NEW Attachment 9. Gate Drawings.pdf
PDF 741 KB Posted
- Attached to
- 127EAW24R0017 - Crestline Group CG Renovation
- Solicitation number
- 127EAW24R0017
- Issued by
-
Department of Agriculture Forest Service
About this file
The document is a set of construction drawings for double gates, including details for the gate posts, sliding mechanism, signage, and concrete footing. The drawings depict a 30-foot wide double gate system with specifications for the gate post dimensions, welded pipe construction, slider bar mechanism, and required signage and markers. The drawings provide guidance on installation procedures, including concrete footing requirements, grease application, and powder coating. This document appears to be an attachment or appendix to the federal contract opportunity for the Crestline Campground Renovation project, Solicitation Number 127EAW24R0017, which is a total small business set-aside between $250,000 and $500,000 in value. The solicitation includes a requirement for a pre-proposal site visit and submission of all requests for information by May 21, 2024.
View the file
Other files
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
11 Feet
3'-0"
1'-0"
3" MINIMUM CLEARANCE
11 Feet
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 14"
PLATE WELDED TO PIPE, TYPICAL.
3'-0"
FOOTING, TYPICAL. SEE DETAIL A
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.
SLIDER BAR
SLIDER BAR BRACKET
SLIDER BAR BRACKET SIDE VIEW
1.5" Ø HOLE FOR LOCK CLOSED POSITION
HANDLE (1/2" ROD, 6" LONG) CENTERED THRU SLIDER, WELDED IN PLACE FOR
OPENING AND CLOSING SLIDER
5 1/2" x 2.5", TYPICAL. SEE SLIDER BAR BRACKET SIDE VIEW DETAIL
1.5" 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
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 03 30 00 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.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 6/2
:2 0 F
KU
RA
MA
TA
C :\U
SE
RS
\G
RA
CE
BA
SS
ET
T\
BO
X\
BU
IL
DI
NG
SS
TR
UC
TU
RE
S\
AA
AP
RO
JE
CT
S\
RE
CR
EA
TI
ON
\C
RE
ST
LI
NE
CG
UP
GR
AD
ES
\P
RE
CO
NT
RA
CT
DO
CS
\G
AT
E
OP
TI
ON
IT
EM
\4
CO
NS
TR
UC
TI
ON
D
ET
AI
LS
D
OU
BL
E
GA
TE
-3
0'.
DW
G;
G.B/M.M
M.M
LIGHTWEIGHT GATE
DETAILS A-B
(ADDITIVE ITEM 4)
PALOMAR RANGER DISTRICT
CLEVELAND NATIONAL
FOREST
CRESTLINE
CAMPGROUND
PACIFIC SOUTHWEST
(R05)
2 3
AutoCAD SHX Text 5.
AutoCAD SHX Text 6.
AutoCAD SHX Text 7.
AutoCAD SHX Text 8.
AutoCAD SHX Text 9.
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
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
15 Feet
3'-0"
1'-0"
3" MINIMUM CLEARANCE
15 Feet
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 14"
PLATE WELDED TO PIPE, TYPICAL.
3'-0"
FOOTING, TYPICAL. SEE DETAIL A
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.
SLIDER BAR
SLIDER BAR BRACKET
SLIDER BAR BRACKET SIDE VIEW
1.5" Ø HOLE FOR LOCK CLOSED POSITION
HANDLE (1/2" ROD, 6" LONG) CENTERED THRU SLIDER, WELDED IN PLACE FOR
OPENING AND CLOSING SLIDER
5 1/2" x 2.5", TYPICAL. SEE SLIDER BAR BRACKET SIDE VIEW DETAIL
1.5" 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
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 03 30 00 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.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 6/2
:2 0 F
KU
RA
MA
TA
C :\U
SE
RS
\G
RA
CE
BA
SS
ET
T\
BO
X\
BU
IL
DI
NG
SS
TR
UC
TU
RE
S\
AA
AP
RO
JE
CT
S\
RE
CR
EA
TI
ON
\C
RE
ST
LI
NE
CG
UP
GR
AD
ES
\P
RE
CO
NT
RA
CT
DO
CS
\G
AT
E
OP
TI
ON
IT
EM
\4
CO
NS
TR
UC
TI
ON
D
ET
AI
LS
D
OU
BL
E
GA
TE
-3
0'.
DW
G;
G.B/M.M
M.M
LIGHTWEIGHT GATE
DETAILS A-B
(ADDITIVE ITEM 4)
PALOMAR RANGER DISTRICT
CLEVELAND NATIONAL
FOREST
CRESTLINE
CAMPGROUND
PACIFIC SOUTHWEST
(R05)
2 3
AutoCAD SHX Text 5.
AutoCAD SHX Text 6.
AutoCAD SHX Text 7.
AutoCAD SHX Text 8.
AutoCAD SHX Text 9.
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
| 4 Construction Details Double Gate-22'-GATE DETAILS A-B.pdf |
| Sheets and Views |
| GATE DETAILS A-B |
| 4 Construction Details Double Gate-30'-GATE DETAILS A-B.pdf |
| Sheets and Views |
| GATE DETAILS A-B |
| 2024-05-20T08:03:10-0700 | |
| GRACE BASSETT |
| 2024-05-20T08:12:52-0700 | |
| BRAD AUGHINBAUGH |
File details come from the government source that posted it. Updated .