472_19531_MNB_Addendum 2 Drawings.pdf

PDF 3 MB Posted May 24, 2023

Attached to: 472/19531. MNB; Egress Ramps and Infrastructure Improvements
Solicitation number: RFQ - 171 - 230000000440
Issued by: Macomb County, Marlette City, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is an Addendum to a state and local contract opportunity for ADA Ramp and Infrastructure Improvements and Brick Repairs at the Macomb Correctional Facility in Lenox Township, Michigan. The work includes removing and replacing brick in the sand color soldier course at various locations around the facility, as well as installing new concrete sidewalks, storm drainage, and an ADA ramp at Housing Unit 6. The project is managed by the State of Michigan Department of Technology, Management and Budget, Department of Corrections. Bids are due by 2:00 PM on April 20, 2023, and the work will be awarded under File No. 472/19531.MNB and File No. 472/19540.MNB.

The contract documents provide detailed drawings, specifications, and general notes for the construction work. Contractors will be required to use ground penetrating radar to locate existing utilities, utilize hydro-excavation when working near utility lines, and repair any damage to existing paving or sidewalks caused by construction activities. The work must comply with applicable Michigan building codes for existing buildings, and the contractor will be responsible for implementing sedimentation controls and temporary fencing around the work areas.

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Other files

File	Type	Posted
472_19531_MNB Drawings Part_2 or 2.pdf	PDF	May 24, 2023
CAJ-1037 MDOC LEIN Request REV 09-2019.pdf	PDF	May 24, 2023
472_19531_MNB Drawings Part_1 of 2.pdf	PDF	May 24, 2023
472_19531 MNB Add 1.pdf	PDF	May 24, 2023
472_19531_MNB_Addendum 2 Photos.docx	DOCX document	May 24, 2023
472_19531_MNB Specifications.pdf	PDF	May 24, 2023
472_19531_MNB_Addendum 2.pdf	PDF	May 24, 2023
472_19531_MNB Advertisment Macomb Egress Ramps and Related Improvements.pdf	PDF	May 24, 2023

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EXISTING

PAVED COURT

MARSHY WOODED AREA

250'-0"±

200'-0"±

NOTES:

NOTE 1 - REMOVE AND REPLACE THE SAND COLOR BRICK SOLDIER

COURSE JUST ABOVE GRADE FOR THE DISTANCES INDICATED.

REMOVE AND REPLACE THE BRICK IN 2'-0" INTERVALS IN 3

DIFFERENT PHASES IN ORDER TO MAINTAIN INTEGRITY OF WALL.

NEW HAVEN

26 MILE RD

NEW HAVEN RD

MACOMB CORRECTIONAL

FACILITY

49'-6"

14'-6 1

2 "

'-6

20'-6"

'-6

17' -7

20'-1"

'-1

'-9 1 2 " 48'-8"

NOTE 1

NOTES:

NOTE 1 - REMOVE AND REPLACE THE SAND COLOR BRICK SOLDIER

COURSE JUST ABOVE GRADE FOR THE DISTANCES INDICATED.

REMOVE AND REPLACE THE BRICK IN 2'-0" INTERVALS IN 3

DIFFERENT PHASES IN ORDER TO MAINTAIN INTEGRITY OF WALL.

Macomb Correctional Facility

ADA RAMP AND RELATED INFRASTRUCTURE IMPROVEMENTS

OWNER: STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DEPARTMENT OF CORRECTIONS

SHEET INDEX

A0 COVERSHEET / LOCATION PLAN

A1 HOUSING UNIT 4 - PLAN

A2 HOUSING UNIT 6 - PLAN

A3 HOUSING UNITS 3 AND 7 - PLANS

A4 DOOR AND RAMP SECTIONS AND DETAILS

A5 RAMP, SIDEWALK AND FENCE DETAILS

A6 HOUSING UNIT 6 - INTERIOR RENOVATIONS

A7 BRICK REPAIRS

CODE COMPLIANCE

MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2015 - ALTERATIONS LEVEL 2

MICHIGAN PLUMBING CODE 2018

NATIONAL ELECTRIC CODE 2017

LIFE SAFETY CODE (NFPA 101) 2012

USE GROUP I-3 - EXISTING DETENTION AND CORRECTIONAL

CONSTRUCTION TYPE: 2B - II (0,0,0)

HOUSING UNIT 4: 15,580 GSF

AREA OF ALTERATIONS: 190 SF

2 STORIES

FULLY SPRINKLED

HOUSING UNIT 6: 12,940 GSF

AREAS OF ALTERATIONS: 1121 SF

2 STORIES

FULLY SPRINKLED

SITE PLAN

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

E S

U N U

C I

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ADDENDUM #1 05/17/2023

ISSUED FOR BIDS 04/20/2023

COVERSHEET, LOCATION

AND BRICK REPAIRS

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

SEE SHEET A1

SEE SHEET A3

SEE SHEET A2

SEE SHEET A3

LOCATION MAPADMINISTRATION BUILDING COURTYARD

SCALE: 1/16" = 1'-0"

ADMINISTRATION

BUILDING

COURTYARD

SEE SHEET

WORK IN THIS PLAN ASSOCIATED WITH 472/19540 FILE NUMBER.

GENERAL NOTES

1. CONTRACTOR SHALL UTILIZE GROUND PENETRATING RADAR TO LOCATE

EXISTING UTILITIES. THESE ARE PRIVATE UTILITES. MISSDIG WILL NOT MARK

THEIR LOCATION.

2. UTILIZE HYDRO-EXCAVATION WHENEVER 6 FEET OR CLOSER TO A KNOWN

UTILITY LINE.

3. HYDRO-EXCAVATION COSTS WILL BE DRAWN FROM THE EXCAVATION

ALLOWANCE.

4. CONTRACTOR SHALL REPAIR DAMAGE TO EXISTING ASPHALT PAVING OR

CONCRETE SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AND

MOVEMENT OF CONSTRUCTION VEHICLES AT NO ADDITIONAL COST TO

THE OWNER.

5. INSTALL FILTER SACKS OR OTHER SEDIMENTATION CONTROLS AT CATCH

BASINS WITHIN 100 FEET OF ANY EXCAVATION.

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HOUSING UNIT 1

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HOUSING UNIT 2

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HOUSING UNIT 3

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HOUSING UNIT 7

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HOUSING UNIT 4

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HOUSING UNIT 5

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HOUSING UNIT 6

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ADMIN. BLDG.

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FOOD SERVICE

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SEGREGATION

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MAINTENANCE BUILDING

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EDUCATION BUILDING

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PROJECT NO: 1928

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34625 26 MILE ROAD LENOX TOWNSHIP, MI 48048

610.67

612.50

613.64

613.00

611.33±

'-0

5' -0

25'-0"

7'- 6"

EXPANSION JOINT

NEW OPENING, NEW LINTEL

REMOVE EXISTING

CONCRETE SLAB AND

REPLACE WITH A NEW

FROST PORCH.

24" SQ. CATCH BASIN AND GRATE

RIM 610.62

INV. 608.10

GALVANIZED PIPE GUARDRAIL

6" WIDE TRENCH DRAIN WITH

ADA COMPLIANT GRATING

RETURN

HANDRAIL

TO WALL

SLOPE DOWN 7.0%

GALVANIZED PIPE GUARDRAIL

AND HANDRAIL

1'-0 "6'-0"

RETURN

HANDRAIL

TO WALL

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

STM STM

STM

EXPANSION JOINT

SLO

N 7.

2±

STM

EXISTING SECURITY FENCE TO REMAIN.

CONTRACTOR TO PROTECT FENCE FOOTINGS DURING

CONSTRUCTION AGAINST MOVEMENT.

ALSO PROTECT FENCE FABRIC AND RAZOR RIBBON FROM

DAMAGE DURING CONSTRUCTION.

APPROX. LOCATION OF EXISTING

12" SANITARY LINE

CATCH BASIN AT OPPOSITE SIDE OF DRIVE

RIM 612.50

INV. 603.33

1.5% SLOPE

1.5

610.65

1.0% SLOPE

612.46

613.0± 612.0±

EXISTING CATCH BASIN

RIM 610.70

INV. 604.05

NEW 8" CLEAN OUT, SEE DETAIL 7/A5

611.90613.00

SLOPE DOWN 3.0%

SLOPE DOWN 2.5±%

8" PVC STORM DRAIN AT 2%

6" PVC STORM

DRAIN, SLOPE

AT 2%

8" PVC STORM

DRAIN AT 1.9%

EXISTING 12"

STORM PIPE

AT 0.52%

NEW MANHOLE

RIM 613.92

INV. N & S 603.49

INV. E 607.21

SEE DETAIL 9/A5

6" PVC STORM

AT 2% SLOPE

EXISTING FOUNDATION DRAIN

TO REMAIN

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

EXISTING FOUNDATION DRAIN

TO REMAIN

EXISTING 6" STORM

PIPE TO REMAIN

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

SAWCUT EXISTING ASPHALT

PAVING

REMOVE EXISTING APSHALT

PAVING

REMOVE EXISTING ASPHALT PAVING

EXISTING CONCRETE WALK TO REMAIN

EXISTING ASPHALT PAVEMENT TO REMAIN

INSTALL A TEMPORARY BARRIER ALONG SIDE OF EXISTING STOOP SLAB.

EXTEND BARRIER TO EXISTING SIDE WALK DURING OPEN EXCAVATIONS.

LIMITS TO AREA OF WORK

PROVIDE A SEDIMENTATION

CONTROL ALONG THIS LINE.

INSTALL A TEMPORARY CONTROL FENCE FROM THE BUILDING ALONG THIS

PATH AND TO THE SECURITY FENCE. UPON REMOVING FENCE AND POSTS

COMPLETELY, FILL HOLES AND PATCH ASPHALT PAVEMENT.

TEMP. CONTROL FENCE: CHAINLINK FENCE, MIN. 10'-0" HIGH WITH 1 COIL

OF DETAINER HOOK RAZOR RIBBON ON TOP.

612.0

C . J

EXPANSION JOINT AROUND CLEAN OUT SLAB

C . J

.C . J

C . J

.C . J

C . J

E. J.

C. J.

C. J

E. J.

C. J.

EXISTING ASPHALT WALK TO BE REMOVED

RESTORE LAWN, GRADE AND SEED

RESTORE LAWN,

GRADE AND SEED

RESTORE LAWN,

GRADE AND SEED

2NEW 6" REINFORCED

CONCRETE WALK, SEE

DETAIL 2/A5

FINISH GRADE TO TOP

OF SIDEWALK

FINISH GRADE TO TOP

OF SIDEWALK

613.00 613.00

C. J.

STEPS

613.50

CROSS SLOPE

MAX. 2.0% 7'-0"

613.50

612.50

613.67±

612.92

612.34

MIN. 6"

10"

S S

A X.

% EXISTING GATE AND FENCE TO REMAIN

EXISTING GATE AND FENCE TO REMAIN.

ROLL BACK FENCE FABRIC FOR CONSTRUCTION ACCESS

AND REINSTALL AFTER CONSTRUCTION IS COMPLETED.

STM STM STM STM STM

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

INSTALL NEW 6"

FOUNDATION DRAIN

STM STM STM STM STM STM STM STM STM

INSTALL NEW 6" FOUNDATION DRAIN

AT SAME ELEVATION AS BUINDING

FOUNDATION DRAIN

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

FIELD VERIFY

LANDING ELEVATION

612.50

E. J.

C. J. 611.75 611.75

S S

A X.

611.65

611.55

SLOPE DOWN 2.5±%

EXISTING 8'-0"± x 8'-0"±

GATE MAY BE REMOVED,

STORED AND REINSTALLED.

INSTALL SEDIMENTATION CONTROLS

ALONG FENCE LINE.

INSTALL SEDIMENTATION CONTROLS

ALONG FENCE LINE

MAINTAIN AT ALL TIMES A MIN. 36" WIDE PATH FOR EMERGENCY EXITING

CONSTRUCT TEMPORARY PLATFORM AND RAILS AS NEEDED TO PROTECT

PATH FROM EXCAVATION.

ANY EXCAVATION FOR NEW STORM PIPE UNDER THE PERIMETER FENCE

SHALL BE ACCOMPLISHED WITH HYDRO-BORING.

INSTALL TEMPORARY SHORING AT THE MANHOLE

EXCAVATION SO THAT THE EXISTING SOILS AT

THE PERIMETER FENCE ARE NOT DISTURBED.

NOTE: ANY DAMAGE CAUSE TO THE EXISTING PERIMETER FENCE DURING EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, INCLUDING

COSTS TO REPAIR.

SUBMIT A PLAN IMMEDIATELY TO THE FACILITY FOR REPAIRS F ANY DAMAGE TO THE FENCE SHOULD

OCCUR.

3'-8"

4'- 2"

9'-6

EXISTING GATE POSTS AND FOOTINGS TO REMAIN

STM

STM STM STM STM

6" PVC STORM

AT 2% SLOPE

8" PVC STORM

DRAIN AT 1.9%

E E E E E E E E E E E E E E E E E E E E E E E E E

E E

EXISTING LIGHT POLE TO REMAIN

PROTECT POLE AND CONDUIT

E. J.

REMOVE EXISTING REINFORCED CONCRETE

SIDEWALK FOR EXCAVATION AND INSTALLATION

OF NEW MANHOLE AND STORM SEWER.

BACKFILL AND COMPACT.

INSTALL NEW 6" THICK REINFORCED CONCRETE

SIDEWALK. SEE DETAILS SHEET A5.

6" FOUNDATION DRAIN

3'-01 8" 31

1'-0" 3"

2'-10"

LINE OF 45 DEGREE TURN IN ELEVATION

11"

3' -0

1'-

3' -0

. 3 '-6

CHAMFER

TYPICAL

CORED POST

HOLES OR SLEEVES

REINFORCED CONCRETE

SIDEWALK

EXPANSION JOINT

FILLER AND SEALANT

EXPANSION JOINT FILLER

AND SEALANT

CONCRETE FROST PORCH

MASS POUR OR WALL STYLE

SLEEVE FOR EXISTING FOUNDATION DRAIN TO REMAIN

EXISTING

WALL AND

FLOOR SLAB

12" GALVANIZED STANDARD

PIPE RAILING

7" 7"

HOUSING UNIT 6 RAMP & WALK

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

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

E S

U N U

C I

R C

U M

S P

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U E R

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ADDENDUM #1 05/17/2023

ISSUED FOR BIDS 04/20/2023

HOUSING UNIT 6 - PLAN

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

NEW STOOP ELEVATION

SCALE: 3/4" = 1'-0"A2

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STAIR #2

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PROJECT NO: 1928

5'-0"

5' -0

" E

N G

S T

C H

'-1

1 2"

EXISTING INTERIOR BARRIER FENCE

TO REMAIN. GUARD FENCE FROM

DAMAGE DURING CONSTRUCTION

614.0±

613.98±

614.0±

FURNISH AND INSTALL NEW

SECTION OF INTERIOR CONTROL

FENCE. SEE ELEVATION.

10'-4"±

PROTECT EXISTING FENCE

DURING CONSTRUCTION.

MAX. 2% SLOPE

EXISTING ASPHALT PAVEMENT TO REMAIN

SAWCUT A SMOOTH EDGE

NEW EXPANSION JOINT MATERIAL

AT NEW SIDEWALK

C. J.

E. J.

C. J.

E. J.

C. J.

EXPN. J.

. J

REMOVE EXISTING FROST PORCH

AND INSTALL NEW FROST PORCH

AS SHOWN.

MAXIMUM 14" DROP BETWEEN

INTERIOR FLOOR AND FROST

PORCH.

EXISTING FENCE AND

GATE TO REMAIN.

NEW 6" REINFORCED

SIDEWALK, SEE

DETAIL 2/A5

FINISH GRADE EVEN

WITH TOP OF WALK

TIE NEW FENCE FABRIC TO

EXISTING FENCE POST

LIMITS OF

CONSTRUCTION

AREA, INSTALL

SEDIMENT

CONTROLS

ALONG THIS

LINE.

LIMITS OF

CONSTRUCTION

AREA, INSTALL

SEDIMENT

CONTROLS ALONG

THIS LINE.

LIMITS OF CONSTRUCTION AREA

INSTALL SEDIMENT CONTROLS

ALONG THIS LINE

RESTORE LAWN,

GRADE AND SEED

RESTORE LAWN, GRADE AND SEED

RESTORE LAWN,

GRADE AND SEED

E. J.

C. J.

E. J.

C. J.

E. J.

614.5±

M A

614.4±

'-7 1 4

613.99±

614.5±

NOTE: ANY DAMAGE CAUSE TO THE EXISTING CONTROL FENCE DURING EXCAVATION AND OTHER

CONSTRUCTION ACTIVITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, INCLUDING

COSTS TO REPAIR.

SUBMIT A PLAN IMMEDIATELY TO THE FACILITY FOR REPAIRS F ANY DAMAGE TO THE FENCE SHOULD

OCCUR.

M A

613.97±

89± LF 6" PVC STORM

PIPE AT 2.5% SLOPE

NEW PVC STORM PIPE

4" TO 6", I.E. 613.00

NEW 6" TRENCH DRAIN

WITH S.S. GRATESTM

STMSTMSTMSTMSTMSTM

MAX. 2%

M A

4'-0"±

5'-0"±

5' -6

1 2" 1'-

'-0

EXISTING RETAINING WALL

AND RAILING TO REMAIN

REMOVE EXISTING CONCRETE

SLAB, REPAIR SUBGRADE/FILL.

POUR NEW 6" CONCRETE REINFORCED

CONCRETE SLAB.

REMOVE EXISTING TRENCH DRAIN.

INSTALL NEW TRENCH DRAIN AND CONNECT

TO EXISTING CATCH BASIN WITH 4" PVC PIPE.

REMOVE CONCRETE FLAG OR 2,

REPAIR SUBGRADE/FILL.

INSTALL NEW 6" REINFORCED

CONCRETE SLAB

MAX. 2%

EXISTING RETAINING WALL

AND RAILING TO REMAIN

EXISTING CONCRETE SIDEWALK

TO REMAIN

EXISTING CATCH BASIN TO REMAIN

INSTALL FILTER FABRIC DURING CONSTRUCTION

LIMIT TO CONSTRUCTION AREA

SEDIMENTATION FENCE

EXISTING MANHOLE 166

RIM 613.50

INV. 18" SW 607.72

INV. (2) 12" NE 607.21

INV. 18" S 607.72

NEW 6" N 610.75

89± LF 6" PVC STORM

PIPE AT 2.5% SLOPE

LIMITS OF

CONSTRUCTION

AREA, INSTALL

SEDIMENT

CONTROLS ALONG

THIS LINE.

EXISTING 18" RCP

AT 0.5% SLOPE

EXISTING 18" RCP

AT 0.5% SLOPE

(2) EXISTING 12" RCP

AT 0.5% SLOPECORE DRILL THROUGH

WALL OF EXISTING

STRUCTURE, INSTALL

NEW BOOT, PIPE AND

SEAL WATERTIGHT

HOUSING UNIT 7 WALK

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

EXISTING DOOR AND

FRAME TO REMAIN

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

E S

U N U

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ADDENDUM #1 05/17/2023

ISSUED FOR BIDS 04/20/2023

HOUSING UNITS 3 AND 7

PLANS

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

HOUSING UNIT 3 WALK

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

HOUSING UNIT 7 DRAIN CONTINOUATION

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

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STAIR #3

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PROJECT NO: 1928

8'-0"

13'-8" 19 '-4

1 2

13'-8

8'-0"

16'-0"

14'-0"

2'-0"

NOTE 1

NOTE 5

NOTE 1

3sim

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

E S

U N U

C I

R C

U M

S P

I C

U E R

E I S

N I

U L A M

A M

N A

A R

T O

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Y , M

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ADDENDUM #1 05/17/2023

BRICK REPAIRS

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

HOUSING UNIT 4

SCALE: 1" = 30' - 0"A0

NOTES:

NOTE 1 - REMOVE AND REPLACE THE SAND COLOR BRICK SOLDIER COURSE AT MID-LEVEL SOLDIER COURSE FOR THE DISTANCES INDICATED. REMOVE AND REPLACE THE BRICK IN 2'-0" INTERVALS IN 3 DIFFERENT PHASES IN ORDER TO MAINTAIN INTEGRITY OF

WALL.

NOTE 2 - REMOVE AND REPLACE THE DEFACED SAND COLOR BRICK IN THE MID-LEVEL SOLDIER COURSE. NUMBER OF BRICK ARE

INDICATED.

NOTE 3 - POINT ERODED MORTAR JOINTS IN THIS AREA - FOR BASIS OF BID FIGURE 3 TIMES THE LENGTH INDICATED.

NOTE 4 - REMOVE AND REPLACE SILL BRICK WITH NEW MATCHING EXISTING. NUMBER OF DAMAGED BRICK ARE INDICATED.

NOTE 5 - REMOVE AND REPLACE DAMAGED SAND COLOR BRICK AT SOLDER COURSE AT COPING FOR THE DISTANCE INDICATED.

NOTE 6 - REMOVE AND REPLACE DAMAGED SAND COLOR BRICK AT BASE SOLDIER COURSE. NUMBER OF BRICK ARE INDICATED.

NOTE 7 - REMOVE AND REPLACE DAMAGED RED BRICK IN WALL. NUMBER OF BRICK ARE INDICATED.

AT SILLS, CONTRACTOR SHALL FURNISH AND INSTALL NEW MATCHING SHAPED SILL BRICK. WINDOWS ARE 24" IN WIDTH WITH ONE

WINDOW EVERY 8'-0".

WORK IN THIS PLAN ASSOCIATED WITH 472/19540 FILE NUMBER.

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HOUSING UNIT 4

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PROJECT NO: 1928

File details come from the government source that posted it. Updated Apr 3, 2024.