(RFP 21_2257) Schedule C Drawings AND Aerial Map of Location .pdf

PDF 2 MB Posted

Attached to
Salt Brine Tank and Secondary Containment-METRO Region
Solicitation number
RFP 591 210000002257 2
Issued by
Wayne County, Detroit City, Michigan

About this file

This file contains technical drawings and site plans for a secondary containment system project at the Detroit Maintenance Garage located at 1500 Ferry Street, Detroit, Michigan 48211, as part of RFP 21_2257. The document includes Schedule C exhibits consisting of architectural and engineering drawings that detail the design specifications for a secondary containment structure. The drawings provide comprehensive technical information across nine pages, including plan views, east and north elevations, multiple cross-sections (labeled 1A, 1B, and 1C), and detailed construction notes. Key specifications include a 12-inch diameter sump with removable plastic grate, a 4-foot by 4-foot pump pad, concrete slab and wall construction with #5 rebar reinforcement at 12-inch spacing, aggregate base specifications, and waterstop details at wall and slab intersections. The containment structure incorporates sloped surfaces and specific footing and wall configurations designed to meet secondary containment requirements.

The drawings specify construction materials and methods including cast-in-place concrete with #5 hooks at 12-inch intervals, 24-inch lap specifications for rebar, offset waterstop details 2 inches deep by 3 inches wide, and reinforcement at wall corners. Measurements throughout the document indicate the containment area spans approximately 30 to 35 feet in length with 8-foot typical wall heights and 3-foot depths. The site plan includes an aerial map reference showing the proposed secondary containment location relative to the Detroit Maintenance Garage facility. No information regarding pricing, budget, bid deadlines, contract award dates, or funding sources is contained within this technical drawing document.

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Text version

SECONDARY CONTAINMENT PLAN

30’-0"

32’-0"

33’-4"

35’-4"

SLAB

12" DIA. SUMP

FOOTING

WALL

PUMP PAD

C

A

16’-0"

SLOPE

S L

O P E

SLOPE

S L O

P E

B

8’-0"

WayneA1 Text Box Schedule C – Exhibits

WayneA1 Text Box

EAST ELEVATION

T Y

P

2’-8" (TYP.)

1’-0" (TYP.)

20’-0" 8" (TYP.)

T Y

P

EX. GRADE/GRAVELEX. GRADE/GRAVEL

T Y

P

2’-8" (TYP.)

1’-0" (TYP.)

8" (TYP.)

T Y

P

NORTH ELEVATION

32’-0"

EX. GRADE/GRAVELEX. GRADE/GRAVEL

ASECTION

22A AGGREGATE C.I.P.

#5@12" E.W.

#5@12" E.W.

#5@12" E.W.

M

IN

MATCH EX. GRADEMATCH EX. GRADE

BSECTION

#5@12" E.W.

4’ X 4’ PUMP PAD

12" DIA. SUMP WITH

REMOVABLE PLASTIC GRATE

2’-8"

CSECTION

22A AGGREGATE C.I.P.

#5@12" E.W.

#5@12" E.W.

#5@12" E.W.

M

IN

MATCH EX. GRADE MATCH EX. GRADE

20 d (TYP.)b

#5 HOOK @12" (ALT. BENDS)

#5@12" E.W. (TYP.)

T Y

P

- DETAIL OF POURED WALL

AT FOOTING INTERSECTION

OFFSET WATERSTOP

FORMED 2" DEEP X 3"

WIDE KEY

24" LAP (TYP.)

L

A P

T

Y P

#5@12" E.W. (TYP.)

#5@12" E.W. (TYP.)

2 - DETAIL OF POURED SLAB

AT WALL INTERSECTION

#5 HOOK @12" (ALT. BENDS)

3 - DETAIL OF WALL CORNER

#5 CORNER BAR @12"

T Y

P

T Y

P

L

A P

T

Y P

#5@12" E.W. (TYP.)

Proposed location:

WayneA1 Rectangle

WayneA1 Callout Proposed Secondary Containment location

WayneA1 Callout Detroit Maintenance Garage 1500 Ferry Street Detroit, MI 48211

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