Attachment 1 - F3GHBA5148A001 820 RHS Circuit One South Manholes Pad Drawing.pdf
PDF 130 KB Posted
- Attached to
- 820 RHS Circuit One South Manholes
- Solicitation number
- F3GHBA5148A001
About this file
This document is a detailed engineering drawing for a pre-cast concrete pad with specific dimensional and structural specifications. The drawing, identified as "Pad 3258x12 NVE 24-0721", provides a comprehensive technical design for a rectangular concrete structure with precise measurements and reinforcement details.
Key specifications include a concrete mix with 5000 PSI compressive strength, use of ASTM A615 or A706 Grade 60 reinforcing steel, and specific lifting requirements using 4 lift connections at 1500 PSI with a minimum 60-degree sling angle. The pad weighs approximately 1,530.67 lbs, has dimensions of 5'-0" x 2'-6" x 1'-0", and includes specific components such as anchor dogbone inserts, reinforcing mat, and ferrule loops. The design is specified for above-ground installation with a loading specification of A-03 (300 psf) and accounts for both dry and wet soil conditions with corresponding lateral pressure calculations.
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| File | Type | Posted |
|---|---|---|
| Attachment 2 - F3GHBA5148A001 820 RHS Circuit One South Manhole Design.pdf |
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Text version
PLAN VIEW
SECTION A-A SECTION B-B
A A
B
B
BILL OF MATERIALS
DESCRIPTIONPART NUMBERQTYUNIT QTYITEM
CONCRETE MIX GENERIC 5000 PSI10.171 ft^310.171 ft^31
ANCHOR DOGBONE P52 2T X 3-3/8" GALV412
REINFORCING MAT 300127324213
INSERT FERRULE LOOP 1/2 X 2-3/4 PLATED FX-5414
0.
id w
SHEET:
DESCRIPTION:
Pad 3258x12 NVE 24-0721
LIFTING TYPE:REINFORCEMENT
TYPE:
DESIGN SPEC: LOADING SPEC:
BURY DEPTH: Above Ground to N/A
WATER LEVEL:
A-03 (300 psf)
Below Structure APPROX. WEIGHT: 1530.67 Lbs
DogboneRebar
Agency Specified
CASTING LAYOUT
LIFTING NOTES
■ THIS CONCRETE PRODUCT IS DESIGNED TO BE LIFTED AT 1500PSI WITH 4 LIFT
CONNECTIONS EQUALLY LOADED TO 2 LIFTING POINTS AT A MINIMUM 60° SLING ANGLE,
MEASURED FROM HORIZONTAL.
DATE BY
2'-6" [30.00 in]
4'-10" [58.00 in]
1'-0" [12.00 in]
5'-0" [60.00 in]
2'-8" [32.00 in]
1'-4" [16.00 in]
2'-10" [34.00 in]
1 1/2"
TYP
1 1/2"
TYP
6"
TYP
6"
TYP 4
PLAN VIEW
SECTION C-CSECTION D-D
D
D
C C
0.
id w
SHEET:
DESCRIPTION:
Pad 3258x12 NVE 24-0721
LIFTING TYPE:REINFORCEMENT
TYPE:
DESIGN SPEC: LOADING SPEC:
BURY DEPTH: Above Ground to N/A
WATER LEVEL:
A-03 (300 psf)
Below Structure APPROX. WEIGHT: 1530.67 Lbs
DogboneRebar
Agency Specified
REINFORCING CAGE REVIEW
• ALL CONCRETE TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI.
• REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60 OR ASTM A706 GRADE 60. BAR BENDING
AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARD. EQUIVALENT AREA WELDED WIRE
REINFORCEMENT CAGES MAY BE UTILIZED IN LIEU OF GRADE 60 REINFORCING BARS.
• WELDED WIRE REINFORCEMENT SHALL COMPLY WITH ASTM A1064 GRADE 80 STANDARDS
• LIFTING INSERTS FOR HANDLING SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS.
• BURY DEPTH Above Ground TO N/A
• WATER LEVEL: Below Structure
• DESIGN SPECIFICATION: Agency Specified
• LOADING SPECIFICATION: A-03 (300 psf)
• SOIL UNIT WEIGHT DRY - 110 lbs/cu.ft.
• EQUIVALENT LATERAL PRESSURE DRY - 40 lbs/cu.ft.
• SOIL UNIT WEIGHT WET - 120 lbs/cu.ft.
• EQUIVALENT LATERAL PRESSURE WET - 80 lbs/cu.ft.
1 1/2"
CLR
1 1/2"
CLR
1 1/2"
CLR
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