RFP_25-48_Plans.pdf

AA WTP

919 Sunset Rd Ann Arbor, MI. 48103

SUNSET

B R

O O

K S

N E

W P

O R

T

MILLER

EL.

SCALE: 1/4" = 1'-0"

SCALE: 1/8" = 1'-0"

GRAPHIC SYMBOLS

A

A501

A001

A201

B1

A1

ELEVATION, SECTION AND

DETAIL DESIGNATION

PLAN DESIGNATION

SECTION CUT LINE

ENLARGED DETAIL FRAME

INTERIOR ELEVATION

TAG / PHOTO TAG

EXTERIOR ELEVATION TAG ELEVATION TARGET

SPOT ELEVATION

ROOM NAME AND NUMBER

DEMOLITION KEY NOTE

NEW CONSTRUCTION KEY NOTE

BULLETIN IDENTIFICATION

ADDENDUM IDENTIFICATION

A301

A

B

C D ROOM NAME

100'-0"

NORTH ARROW DESIGNATION

SECTION

PLAN

REVISION CLOUD

NORTH

LEVEL CALLOUT

FIRST FLOOR

100'-0"

NORTH NORTH

TRUE NORTH

EXISTING CONSTRUCTION GRID

NEW CONSTRUCTION GRID

fishbeck.com 800.456.3824

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

P L O

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F O

© C o p y r i g h t 2 0 2 5 A l l R i g h t s R e s e r v e d

SEAL

BUILDING CODE INFORMATION

R E V I S I O N S

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/5 G a lle ry I m p ro v e m e n ts

Project Number: 160804

Ann Arbor, Michigan

WTP Flocculation 4/5 Gallery Improvements

City of Ann Arbor

SHEET NO.

Issued for Bids and Construction October 7, 2025

BDPHILLIPS

160804

1515 Arboretum Drive Grand Rapids, Michigan

10/7/2025 BIDS AND CONSTRUCTION

File Number 26001

RFP Number 25-48

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LOCATION MAP

NORTH

C O

V E

R S

H E

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GENERAL

DEMOLITION

PROCESS

G101 COVER SHEET

G102 SITE LAYOUT

D401 DEMOLITION PLAN

D402 DEMOLITION SECTION

P001 DETAILS

P201 PIPING PLAN

CLARIFIER NO. 5

FLOCCULATION

BASIN NO. 5 FILTER BUILDING

RECYCLE

PUMP

STATION

EQ TANKS

PILOT

BUILDING

CLEARWELLS

ADMINISTRATIVE

BUILDING

FLOCCULATION

BASIN NO. 1

FLOCCULATION

BASIN NO. 2

SEDIMENTATION

BASINS

CLARIFIER NO. 3

CLARIFIER NO. 4

THICKENER

NO. 2

THICKENER

NO. 1

RESERVOIRS

P A

M O

N A

R O

A D

WORK AREA

FLOCCULATION 4/5 GALLERY,

CISTERN NO. 2

WORK AREA

FLOCCULATION

BASIN NO. 4

AREA NOT TO BE BLOOCKED

AREAS ALLOWED FOR

EQUIPMENT STAGING

WORK AREA

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

P L O

T I N

F O

© C o p y r i g h t 2 0 2 5 A l l R i g h t s R e s e r v e d

R E V I S I O N S

C it y o f A n n

A rb o r

A n n

A rb o r, M ic h ig a n

W T

P F lo c c u la ti o n

/5 G a lle ry I m p ro v e m e n ts

SHEET NO.

BDPHILLIPS

160804

10/7/2025 BIDS AND CONSTRUCTION

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SITE LAYOUT

WTP

S

IT

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A Y

O U

T

SYMBOLS LEGEND

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2025 A l l R i g h t s R e s e r v e d

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G al le ry Im pr ov em en ts

160804

BDPHILLIPS

10/7/2025 BIDS AND CONSTRUCTION

D401

RSECORD

AWADE

JSIWEK

SYMBOL LEGEND

DEMOLITION KEY NOTES

DEMOLITION PLAN

D

EM

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LA

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PROCESS DEMOLITION NOTES

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2025 A l l R i g h t s R e s e r v e d

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F lo cc ul at io n 4/

G al le ry Im pr ov em en ts

160804

BDPHILLIPS

10/7/2025 BIDS AND CONSTRUCTION

D402

RSECORD

AWADE

JSIWEK

SYMBOL LEGEND

DEMOLITION KEY NOTES

D

EM

O

LI

TI

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EC

TI

O N

1 DEMOLITION SECTION

A

FLOOR DRAIN, TYPICAL

PHOTO

REMOVE CAST IRON GRATE.

BLAST AND RECOAT FOR

REINSTALLATION.

EXISTING CASTING AND

DRAIN PIPE STUB TO REMAIN

EXISTING FLOOR

45° BEND

4"X6" WYE BRANCH

INSTALL FLEXIBLE

COUPLING WITH 316 SS

BAND CLAMPS, AND NEW 4"

DRAIN PIPE.

FLOOR DRAIN

NO SCALE

REMOVE CORROSION FROM

EMBEDDED CASTING AND

DRAIN PIPE. RECOAT

EXPOSED MATERIALS

EXISTING FLOOR

EXISTING CASTING AND

DRAIN PIPE STUB TO REMAIN

45° BENDS

TERMINAL DRAINS INTERMEDIATE DRAINS

4"X6" REDUCER

DOUBLE MODULAR

MECHANICAL SEAL

CORE OPENING IN

EXISTING WALL

EXISTING CONCRETE WALL

EXTERIOR

(SOIL OR WATER)

INTERIOR

(AIR OR WATER)

6" SANITARY PIPE

WPN-1

WALL PENETRATION

NO SCALE

CLEANOUT

CLEVIS HANGER

PIPE

LOCKING NUT

HANGER ROD

DOUBLE NUT

SUPPORT

PROVIDE 1/8" EPDM

LINER STRIP BETWEEN

PIPE AND STRAP.

NEATLY TRIM EDGES

OF EPDM STRIP.

PROVIDE ADHESIVE ANCHORS

OF ADEQUATE SIZE AND

EMBEDMENT DEPTH TO

SUPPORT WEIGHT OF PIPE

AND WATER INSIDE PIPE

ROD COUPLING

NOTE:

1. USED TO SUPPORT 6" SANITARY PIPE BELOW SLAB. SPACING

ACCORDING TO PIPE MANUFACTURER. MATERIAL PER SPECIFICATION.

PIPE HANGER CLEVIS - 3

NO SCALE

REPLACE DRY

BEARING

REPLACE DRIVEN

SPROCKET

REMOVE AND REINSTALL

DRIVE COVER

REPLACE DRIVE

SPROCKET

REPLACE DRIVE

CHAIN

8'-0" 2'-10"

1'-2"

REPLACE STUFFING

BOX ASSEMBLY

(OWNER

PROCURED)

REPLACE DRIVE

SHAFT

REPLACE SOLID

SHAFT

REPLACE

SUBMERGED BEARING

FLOC DRIVE FLOOR

978' - 0"

24" CIRCULAR CORED OPENING

THROUGH EXISTING CONCRETE WALL

EXISTING CONCRETE

BEARING SUPPORT

PEDESTAL

DRY SIDE BEARING,

FIXED*

SUBMERGED 2 3/4"

BEARING, FLOATING*

OWNER PROCURED STUFFING

BOX ASSEMBLY

2 15/16" SOLID

CARBON STEEL

SHAFT

2 3/4" SOLID CARBON

STEEL SHAFT 4" 150# BLIND

FLANGE, TYPICAL.

3/8" x 3" x 3" GUSSET

PLATES, 4 EACH,

TYPICAL.

CARBON STEEL

DRIVE CHAIN,

MODEL NO. MXS882*

CAST IRON DRIVE

SPROCKET, MODEL

NO. H78-11T*

EXISTING FLOC DRIVE

CAST IRON DRIVEN

SPROCKET, MODEL

NO. 882THH 215*

*CONTRACTOR TO VERIFY.

982' - 6"

OWNER

PROCURED

STUFFING BOX

ASSEMBLY

8'-0"

1'-3 1/2"

6 1/2"

6'-2"

1" WIDE, 1"

DEEP KEY

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

P L O

T I N

F O

© C o p y r i g h t 2 0 2 5 A l l R i g h t s R e s e r v e d

R E V I S I O N S

C it y o f A n n

A rb o r

A n n

A rb o r, M ic h ig a n

W T

P F lo c c u la ti o n

/5 G a lle ry I m p ro v e m e n ts

SHEET NO.

BDPHILLIPS

160804

10/7/2025 BIDS AND CONSTRUCTION

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NO SCALE

FLOC DRIVE DETAIL - PLAN

NO SCALE

FLOC DRIVE DETAIL - SECTION

KEY NOTES#

1 PROVIDE WATERPROOF BEAD ADHERED TO EXISTING

CONCRETE FACE. PROVIDE 3" MINIMUM COVER.

2 GROUT STUFFING BOX AFTER ALIGNMENT OF SHAFT.

NO SCALE

DRIVE SHAFT DETAIL

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2025 A l l R i g h t s R e s e r v e d

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C ity o f A nn A rb or

An n

Ar bo r, M ic hi ga n

W

TP

F lo cc ul at io n 4/

G al le ry Im pr ov em en ts

160804

BDPHILLIPS

10/7/2025 BIDS AND CONSTRUCTION

P201

RSECORD

AWADE

JSIWEK

NOTES

KEY NOTES

PIPING PLAN

PI

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