4. Drawings and Maps.pdf
PDF 644 KB Posted
- Attached to
- 127EAW22R0028 - Caldor Fire Gates
- Solicitation number
- 127EAW22R0028
- Issued by
-
Department of Agriculture Forest Service
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Other files
| File | Type | Posted |
|---|---|---|
| RFI Official Responses - 3 .pdf | ||
| RFI Official Responses - 4.pdf | ||
| A00002 - RFIs 3 and 4.pdf | ||
| A00001 - RFIs Round 1 and 2.pdf | ||
| RFI Official Responses - 2.pdf | ||
| RFI Official Responses - 1.pdf | ||
| Gate Pictures.pdf | ||
| 7. RFI.docx | DOCX document | |
| 127EAW22R0028 - Caldor Fire Gates.pdf | ||
| 5. Gate Locations and Type.pdf | ||
| 1. Statement of Work.pdf | ||
| 2. Fire Plan.pdf | ||
| 6. Davis-Bacon Act WD # CA20210007.pdf | ||
| 3. Schedule.docx | DOCX document |
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Text version
TYPE A
NOTES
1. PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 GRADE B.
2. PIPE SIZES SHOWN ARE FOR STANDARD WEIGHT BLACK IRON PIPE (SCH. 40).
3. POWDER COAT ALL STEEL FOREST SERVICE GREEN; FOLLOW MANUFACTURER'S
RECOMMENDATIONS; COLOR TO BE APPROVED BY COR.
4. ROAD CLOSURE SIGN AND REFLECTIVE MARKERS SHALL BE INSTALLED BY
CONTRACTOR AND ARE SHOWN ONLY FOR INSTALLATION REFERENCE.
5. FABRICATOR SHALL FURNISH TO THE FOREST SERVICE ONE COMPLETE LOCK BAR SET
AND TWO LOCK BOLTS FOR EACH GATE INSTALLATION.
DOUBLE GATE TYPICALTYPE B
2X
2X
2X
D
C
B
A
D
C
B
A
5678 2 134
2000-C6D-23703-1 1
TYPE C
AutoCAD SHX Text
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SUPPORT POST, 6" SCH-40 PIPE
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ITEM
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TITLE & DESCRIPTION
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QTY
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OTHER INFO
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END CAP, POST, SCH-40 PIPE CAP
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SEE NOTES
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HINGE, 4" SCH-80 PIPE
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PIN, HINGE, %%C1.50 LOW CARBON STL. BAR, HR., GRADE 1020
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WASHER, HINGE, .375THK. BRASS PLATE
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BEARING, BALL, %%C4.000 O.D. X %%C1.500 I.D. X 1.750 H., IBI GROUP #12728.1
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SUPPORT BRACKET, HINGE, 1.00THK., MED. CARBON STL. PLATE, HR., GRADE 1045
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GATE ARM, UPPER & LOWER, 4" SCH-40 PIPE
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CENTER SUPPORT, GATE, 4" SCH-40 PIPE
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SEE NOTES
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END SUPPORT, GATE, 4" SCH-40 PIPE X 20.00 LG.
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ELBOW SUPPORT, GATE, 90%%D STD. 4" SCH-40 ELBOW
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HOUSING, LOCK CAN, 6" SCH-40 PIPE X 4.75 LG.
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BACK PLATE, LOCK CAN, .25THK., MED. CARBON STL. PLATE, HR., GRADE 1045
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NOT USED
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NOT USED
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NOT USED
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NOT USED
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NOT USED
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END STOP BAR, UPPER & LOWER, 4" SCH-40 PIPE
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DAM SIDE
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END STOP BAR, UPPER & LOWER, 4" SCH-40 PIPE
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SWITCH YARD SIDE
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2X PER GATE
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ROAD GRADE
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ROAD GRADE
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ROAD GRADE
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NOTE THE ORIENTATION OF EACH POST RELATIVE TO THE ROAD
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SHOULDER OF ROAD
AutoCAD SHX Text NOTES: UNLESS OTHERWISE SPECIFIED. UNLESS OTHERWISE SPECIFIED. 1 LENGTH OF SUPPORT POST IS 10ft. THIS LENGTH MAY NEED TO BE ADJUSTED DUE TO SOIL LENGTH OF SUPPORT POST IS 10ft. THIS LENGTH MAY NEED TO BE ADJUSTED DUE TO SOIL CONDITIONS ON SHOULDER OF ROAD. 2 LENGTH OF UPPER AND LOWER GATE ARMS NEED TO BE SIZED APPLICABLE TO THE ROAD LENGTH OF UPPER AND LOWER GATE ARMS NEED TO BE SIZED APPLICABLE TO THE ROAD WIDTH. IF THE LENGTH OF THE GATE SPANS TO 14ft. OR GREATER, ADDITIONAL CENTER SUPPORTS, EVENLY SPACED WILL BE NEEDED. 3 POST END CAPS MAY BE REPLACED BY CONCRETE FILLED POSTS WITH DOMED TOPS.POST END CAPS MAY BE REPLACED BY CONCRETE FILLED POSTS WITH DOMED TOPS.
AutoCAD SHX Text %%uGATE IN OPEN POSITION
AutoCAD SHX Text %%uGATE IN CLOSED POSITION
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GATES SHOWN SWUNG INTO AN OPENING POSITION
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60" DAM SIDE
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36" SWITCH YARD SIDE
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SWITCH YARD SIDE
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DAM SIDE
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DCN
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RELEASE DATE
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REVISION
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SUPERVISOR
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OVERLAY
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DESIGNER/ENGINEER
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%%UFUNCTIONAL LOCATION
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BY
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CHKD
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DESIGNER/
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ENGINEER
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BY
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DR
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SUPERVISOR
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REVISION
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NO
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DATE
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W.O. NUMBER
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CHKD BY
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DR BY
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SCALE
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DATE
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SIZE
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TITLE
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DATE
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LOCATION
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DWG NO
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SACRAMENTO MUNICIPAL
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UTILITY DISTRICT
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MISCELLANAOUS DOUBLE ROAD GATE,
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DOUBLE SWING, INSTALLATION ASSEMBLY
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UARP
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SHEET 1
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HY.2000.0000 & HY.2000.0300
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NONE
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MJM
AutoCAD SHX Text 9/13
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SR
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MJM/SR
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NO
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DC
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AutoCAD SHX Text H13157
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DCO H13157 (NEW DRAWING)
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MJM
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SR
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MJM/SR
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DC
2X
2X
D
C
B
A
D
C
B
A
5678 2 134
2005-C6D-29065 1
TYPE D
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SUPPORT POST, 6" SCH-40 PIPE
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ITEM
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TITLE & DESCRIPTION
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QTY
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OTHER INFO
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END CAP, POST, SCH-40 PIPE CAP
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SEE NOTES
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HINGE, 4" SCH-80 PIPE X 46.12 LG.
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PIN, HINGE, %%C1.50 LOW CARBON STL. BAR, HR., GRADE 1020
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WASHER, HINGE, .375THK. BRASS PLATE
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BEARING, BALL, %%C4.000 O.D. X %%C1.500 I.D. X 1.750 H., IBI GROUP #12728.1
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SUPPORT BRACKET, HINGE, 1.00THK., MED. CARBON STL. PLATE, HR., GRADE 1045
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GATE ARM, UPPER & LOWER, 4" SCH-40 PIPE X 153.63 LG.
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CENTER SUPPORT, GATE, 4" SCH-40 PIPE X 32.00 LG.
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END SUPPORT, GATE, 4" SCH-40 PIPE X 20.00 LG.
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ELBOW SUPPORT, GATE, 90%%D STD. 4" SCH-40 ELBOW
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AutoCAD SHX Text 1/4
AutoCAD SHX Text 2X
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ROAD GRADE
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ROAD GRADE
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ROAD GRADE
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NOTE THE ORIENTATION OF POST RELATIVE TO THE ROAD
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SHOULDER OF ROAD
AutoCAD SHX Text NOTES: UNLESS OTHERWISE SPECIFIED. UNLESS OTHERWISE SPECIFIED. 1 LENGTH OF SUPPORT POST IS 10ft. THIS LENGTH MAY NEED TO BE ADJUSTED DUE TO SOIL LENGTH OF SUPPORT POST IS 10ft. THIS LENGTH MAY NEED TO BE ADJUSTED DUE TO SOIL CONDITIONS ON SHOULDER OF ROAD. 2 POST END CAPS MAY BE REPLACED BY CONCRETE FILLED POSTS WITH DOMED TOPS.POST END CAPS MAY BE REPLACED BY CONCRETE FILLED POSTS WITH DOMED TOPS.
AutoCAD SHX Text %%uGATE IN OPEN POSITION
AutoCAD SHX Text %%uGATE IN CLOSED POSITION
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DCN
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RELEASE DATE
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REVISION
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SUPERVISOR
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OVERLAY
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DESIGNER/ENGINEER
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%%UFUNCTIONAL LOCATION
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BY
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CHKD
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DESIGNER/
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ENGINEER
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BY
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DR
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SUPERVISOR
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REVISION
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NO
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DATE
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W.O. NUMBER
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CHKD BY
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DR BY
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SCALE
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DATE
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SIZE
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TITLE
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DATE
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LOCATION
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DWG NO
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SACRAMENTO MUNICIPAL
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UTILITY DISTRICT
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TRANSMISSION LINE ACCESS ROAD GATE,
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INSTALLATION ASSEMBLY
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UARP TRANSMISSION LINE ACCESS ROADS
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SHEET 1
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HY.2005.0600
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NONE
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MJM
AutoCAD SHX Text 6/19
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MG
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AutoCAD SHX Text 20055440
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MJM/MG
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NO
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D.STRICKLIN
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AutoCAD SHX Text H19121
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INCORP DCN H19121 (DCO)
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MJM
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MG
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MJM/MG
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D.STRICKLIN
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GATE LOCK BOX
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SEE 2000-M6D-26566
D
C
B
A
D
C
B
A
5678 2 134
2000-M6D-26566 2
ITEM
NO.
NO.
REQ.
DESCRIPTION REMARKSWEIGHT
BOTTOM VIEW
BACK VIEW
FRONT VIEW
6 2X
2 2X
4 4X
5 4X
7 2X
4 8 NOT SHOWN
MULTI-LOCK
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DCN
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RELEASE DATE
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REVISION
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SUPERVISOR
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OVERLAY
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DESIGNER/ENGINEER
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%%UFUNCTIONAL LOCATION
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BY
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CHKD
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DESIGNER/
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ENGINEER
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BY
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DR
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SUPERVISOR
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REVISION
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NO
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W.O. NUMBER
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CHKD BY
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DR BY
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SCALE
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SIZE
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TITLE
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DATE
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LOCATION
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DWG NO
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SACRAMENTO MUNICIPAL
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UTILITY DISTRICT
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GATE LOCK BOX,
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4 PAD LOCK STYLE
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UARP
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HY.2000.0300
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NONE
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MJM
AutoCAD SHX Text 5/17
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KCC
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AutoCAD SHX Text 20050222
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MJM/KCC
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NO
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TT
AutoCAD SHX Text 5/17
AutoCAD SHX Text H17120
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AutoCAD SHX Text 8/17
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INCORP DCN H17120 (NEW DRAWING, DCO ONLY)
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MJM
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KCC
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MJM/KCC
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TT
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AutoCAD SHX Text 9/18
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INCORP FOR DCN H18195 (DCO CHANGES)
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MJM
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KCC
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MJM/KCC
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D.STRICKLIN
AutoCAD SHX Text SHARP EDGES TO .005 x 45%%d
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TOLERANCE BLOCK
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UNLESS OTHERWISE SPECIFIED
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DECIMALS
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AutoCAD SHX Text %%p
AutoCAD SHX Text .030
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.XX
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AutoCAD SHX Text .015
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.XXX
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AutoCAD SHX Text .005
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FRACTIONS
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ANGLES
AutoCAD SHX Text %%p0%%d-30
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OR BETTER
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SURFACE FINISH
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BREAK AND DEBURR ALL
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TOLERANCES ARE
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NON-CUMULATIVE
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ALL DIMENSIONS
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ARE IN INCHES
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AutoCAD SHX Text LOCK HOUSING, 3.00x3.00x3/16W TUBING
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A500 GR.B, CARBON STEEL
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END PLATE
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1/8 STEEL PLATE
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LOCK NOTCH PLATE
AutoCAD SHX Text C1018, 1/2x2 STEEL BAR
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PULL BAR, LOCK PIN
AutoCAD SHX Text A36, 1/2x2.50 STEEL BAR
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LOCK PIN PLATE
AutoCAD SHX Text A36, 3/8x1-1/2 STEEL BAR
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1/2-20 UNF-2A X 1.00LG SOC. HD CAP SCRW
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STAND OFF GUSSET
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1/4 STEEL PLATE
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AutoCAD SHX Text A/R
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FILLER LOCK PIN PLATE
AutoCAD SHX Text A36, 3/8x3.0 STEEL PLATE
AutoCAD SHX Text NOTES: UNLESS OTHERWISE SPECIFIED. 1. DEBURR AND BREAK ALL SHARP EDGES. DEBURR AND BREAK ALL SHARP EDGES. 2. REMOVE ALL SLAG AFTER WELDING. REMOVE ALL SLAG AFTER WELDING. 3. PRIME AND PAIT TO MATCH EXISTING INSTALLED GATE. PRIME AND PAIT TO MATCH EXISTING INSTALLED GATE. 4 ADDITIONAL ITEM #8, FILLER LOCK PIN PLATE, NEEDED PER FIELD REQUIREMENT IN ADDITIONAL ITEM #8, FILLER LOCK PIN PLATE, NEEDED PER FIELD REQUIREMENT IN REPLACE OF TWO ITEM #5, LOCK PIN PLATES. ADDITIONAL ITEM #4, PULL BAR LOCK PIN, ARE REQUIRED PER THE NUMBER OF ITEM #8, FILLER LOCK PIN PLATES, THAT ARE NEEDED.
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ITEM #7 SHOWN FOR WELD LOCATION
AutoCAD SHX Text 1/8
AutoCAD SHX Text 1/8
AutoCAD SHX Text 2X
AutoCAD SHX Text .18
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PER ASSEMBLY 2X ITEM #4 & 1X ITEM #5
AutoCAD SHX Text .18
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BOTH ENDS
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ASSEMBLY CAN BE BOLTED OR WELD TO GATE. ITEM #6 USED FOR BOLTED APPLICATION.
( .44)
| Gates.pdf |
| Gates 2.pdf |
| double arm swing gate |
| Sheets and Views |
| prn-SHEET 1 |
| single arm swing gate |
| Sheets and Views |
| prn-Layout1 |
| swing gate lock box |
| Sheets and Views |
| prn-D-SIZE |
File details come from the government source that posted it. Updated .