Attachment 2 - F3GHBA5148A001 820 RHS Circuit One South Manhole Design.pdf

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820 RHS Circuit One South Manholes
Solicitation number
F3GHBA5148A001
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These engineering design drawings detail a pre-cast concrete vault assembly (Vault 5078) for an underground utility infrastructure project. The detailed technical drawings specify a rectangular concrete vault with the following key components:

The vault weighs approximately 9,933.61 lbs, comprising two main pieces: a 6,716.878 lb rectangular bottom section with knockout sump and a 3,218.276 lb slab top. Technical specifications include a 36x72 galvanized steel H-20 rated hatch with spring assistance, diamond plate surface, and 180-degree capability. Detailed design features include multiple 18"x24" knockouts on walls, ground rod knockouts, Unistrut mounting rails, recessed zinc-plated threaded insert lifters, brass ground inserts, and "POWER" utility markings. The vault is designed to meet Puget Sound Energy specifications and comply with ASTM C857 and ACI 318 standards, with an approximate water level depth of 5.0' and a loading specification of AASHTO HS20-44.

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Text version

ISO LAYOUT

BILL OF MATERIALS

WEIGHT (LBS)DESCRIPTIONPART NUMBERQTY

6716.878Vault 5078x44 Rect. Bottom Section Knockout Sump1

3218.276Vault 5078x13 Slab Top 3672"C1

7.

id w

SHEET:

1 OF 2 AGENCY SPEC:AGENCY:

DESIGN SPEC: LOADING SPEC:

BURY DEPTH: 0.0' - 0.0' to Top

WATER LEVEL:

A-16 (AASHTO HS20-44)

5.0' APPROX. WEIGHT: 9933.61 Lbs

ASTM C857,ACI 318

DESIGN NOTES

■ DESIGNED TO MEET SPECIFICATIONS OF PUGENT SOUND ENERGY (PSE) 7663200.

NOT YET APPROVED BY AGENCY.

36x72 GALVANIZED STEEL HATCH:

H-20 RATED, SPRING ASSISTED,

180° CAPABLE, DIAMOND PLATE

STANDARD, TRAXPLATE OPTIONAL

EACH PIECE

LABELED WITH

MANUFACTURER,

DATE OF MANUFACTURE,

AND WEIGHT

PLAN VIEW

SECTION A-A SECTION B-B

PLAN VIEW

(SHOWING INSIDE FLOOR)

A

A

B B

7.

id w

SHEET:

DESCRIPTION:

Vault 5078 Layout Assembly

AGENCY SPEC:AGENCY:

DESIGN SPEC: LOADING SPEC:

BURY DEPTH: 0.0' - 0.0' to Top

WATER LEVEL:

A-16 (AASHTO HS20-44)

5.0' APPROX. WEIGHT: 9933.61 Lbs

ASTM C857,ACI 318

LAYOUT DRAWING

GRD

88"

60"

60"

12"

48"

70" 9"9"

11 3/8"

37 1/4"

11 3/8"

18"X24"

KNOCKOUT

2 EACH ON

ALL WALLS

13/16"x1-5/8"

UNISTRUT

1 EACH SIDE WALL

72" LONG

13/16"x1-5/8"

UNISTRUT

1 EACH SIDE WALL

24" LONG

13/16"x1-5/8"

UNISTRUT

1 EACH END WALL

36" LONG

Ø0.5" GALV

PULLING IRON (x4)

13"

13"

11"

18"

30"

16" 16" 26" 26" n1 1/2"

LIFT HOLE

1 EACH SIDE WALL

5" 50" 5"

60"

5" 78" 5"

88"

48"

21 1/2"

TYP.

35 1/2"

TYP.

32"

TYP.

18"

TYP.

n2" GROUND ROD

KNOCKOUT (x2) n12"x2.5"

SUMP

4"

1/2"x36" BRASS

GROUND INSERT

1 EACH ON

SIDE WALLS

WITH PROTECTIVE

CAPS

UTILITY MARKING

OF "POWER"

WITH 2 INCH

LETTER HEIGHT

Ø3/4" RECESSED

ZINC PLATED

THREADED INSERT

LIFTERS (x4)

55 1/2"

25 FT - #3

REBAR FOR

GROUNDING

13"

"GRD" LABELED

ADJACENT TO

GROUNDING

INSERTS

File details come from the government source that posted it. Updated .