Attachment 07 - Fisher House Drawings 1 thru 5.pdf

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Attached to
Z2LB--Fisher House Site Preparation, Minor Construction Project
Solicitation number
553-305
Issued by

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These are bid documents for the Fisher House Detroit project, a minor construction site preparation project located at 7600 Woodward Ave in Detroit, Michigan. The documents include a series of detailed engineering and construction drawings prepared by Monument Engineering Group Associates, covering topographic survey, demolition, dimension and paving, and grading plans for the site. The project is specifically designated as a Service-Disabled Veteran-Owned Small Business (SDVOSB) set-aside competitive solicitation with a contract value between $100,000 and $250,000, issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The drawings provide comprehensive site specifications, including utility references, existing conditions, pavement and grading details, and specific requirements for site preparation, with annotations about utility locations, site benchmarks, and construction guidelines from Wayne County Department of Public Services.

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Other files

File Type Posted
553_305 0001.pdf PDF
36C77625R0041.pdf PDF
Attachment 09 - Wayne_County_WD_MI20250101_4APR2025.pdf PDF
Attachment 08 - Fisher House Drawings 6 thru 11.pdf PDF
Attachment 03 - Subcontractor Information and Consent Form.docx DOCX document
Attachment 10 - Fisher House Site Map.pdf PDF
Attachment 05 - SOW Fisher House Sitework.pdf PDF
Attachment 01 - Limitations on Subcontracting.docx DOCX document
Attachment 02 - Project Information Sheet for Contractors.docx DOCX document
Attachment 06 - Specifications_553-305_Fisher_House_Site_Prep.pdf PDF
Attachment 04 - Past Performance Questionnaire.docx DOCX document
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FISHER HOUSE DETROIT

LOCATION MAP

(PER TITLE AGENCY: FIRST AMERICAN TITLE INSURANCE COMPANY, TITLE COMMITMENT NO:

NCS-1108907-CHAR, REVISION 1,

EFFECTIVE DATE: JUNE 24, 2022)

SCHEDULE C DESCRIPTION:

LAND IN THE CITY OF DETROIT, WAYNE COUNTY, MI, DESCRIBED AS FOLLOWS:

LOTS 4, 5, 6, 7, 8, 9 AND 157 OF WM. Y. HAMLIN AND J. S. BROWN'S SUB., ACCORDING TO THE

PLAT THEREOF RECORDED IN LIBER 8, OF PLATS, PAGE 72, WAYNE COUNTY RECORDS.

Excepting the East 50' of said Lot 9 Including the adjacent portions of vacated Smith Ave and the 20' public alley.

DESIGN ENGINEER/SURVEYOR

LEGAL DESCRIPTION (AS PROVIDED)

SITE

Monum en t En g i ne e r i ng Gr oup As soc iates,Inc.

BEARING REFERENCE

BEARINGS ARE BASED ON PROJECT COORDINATE SYSTEM:

MICHIGAN STATE PLANE COORDINATE SYSTEM, NAD83 (CONUS) (MOL) (GRS80), SOUTH ZONE 2113, INTERNATIONAL FEET, GROUND

(LAT:42°22'21.9700"N, LON: 83°04'28.0500"W, ELEV: 630,

SCALE FACTOR: 1.00008348).

CLIENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

G-1.0

A

Fi le

P at h

/1 5/

1:

:0

AM

BID

DOCUMENTS

Detroit VAMC Facilities and Engineering

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Civil Engineering:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836 517-223-3512 Allan W. Pruss, PE

Fisher House Detroit

City of Detroit, Wayne County, Michigan

553-305

N/A Project Director, AP

AP, DD DC, CKRevisions: Date:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836

Allan W. Pruss, PE 517-223-3512

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

ALLAN W.

PRUSS

ENGINEER

NO.

6201043168

5. ALL SURVEY MONUMENTS / CORNERS AND BENCH MARKS LOCATED WITHIN THE CONSTRUCTION AREA MUST BE PRESERVED IN ACCORDANCE WITH PUBLIC ACT 74 AS AMENDED (INCLUDING ACT 34, P.A. 2000) AND AS PER WAYNE COUNTY PERMIT RULE 1.5. THE PERMIT HOLDER AND CONTRACTOR SHALL COORDINATE THE WORK WITH A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF MICHIGAN DURING CONSTRUCTION ACTIVITIES FOR THE PURPOSE OF WITNESSING, PRESERVING OR REPLACING SURVEY MONUMENTS

AND MONUMENT BOXES.

6. EXPOSURE OF ANY UTILITIES UNDER THE PAVEMENT WILL NOT BE PERMITTED, UNLESS APPROVED BY THE WAYNE COUNTY ENGINEER. PAVEMENT REMOVAL AND REPLACEMENT SHALL BE PERFORMED PER APPLICABLE WAYNE COUNTY STANDARD DETAILS AN

AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

7. CONTRACTOR SHALL RESTORE All DISTURBED AREAS WITHIN THE WAYNE COUNTY ROAD ROW AND DRAIN EASEMENT WITH 3" TOPSOIL, THM SEED MIX AND MULCH. SLOPES STEEPER THAN 1 ON 3 SHALL BE RESTORED BY PLACING SOD ON 2" TOPSOIL.

8. ALL BACKFILLS UNDER OR WITHIN 3 FEET OF THE PROPOSED OR EXISTING PAVEMENT, CURB OR SIDEWALK SHALL CONFORM TO THE WAYNE COUNTY TRENCH "B" BACKFILL REQUIREMENTS. TRENCH "A" BACKFILL MAY BE USED WITHIN THE ROAD ROW AREAS UNDER

CONDITIONS OTHER THAN THOSE SPECIFIED FOR TRENCH "B".

9. CONTRACTOR IS RESPONSIBLE FOR RESTORING OR REPLACING All DISTURBED LANDSCAPED AREAS, SPRINKLLER SYSTEMS, FENCES, SIGNS, MAIL BOXES, ETC. WITHIN THE WAYNE COUNTY ROAD ROW AND I OR AS DIRECTED BY THE COUNTY ENGINEER.

10. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT All TIMES. OTHERWISE, DETOURING TRAFFIC MUST BE PER APPROVED PLANS. ALL SIGNING AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF M.M.U.T.C.D.

11. MAINTAIN A SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS AT ALL TIMES THROUGHOUT THE PROJECT DURATION.

12. TUNNELING, BORING AND JACKING OPERATIONS SHALL BE IN ACCORDANCE WITH THE WAYNE COUNTY SPECIFICATIONS AND DETAILS. BORE PITS SHALL BE PLACED AT MINIMUM 10 FEET FROM THE BACK OF CURB OR EDGE OF PAVEMENT.

13. REMOVE ALL ABANDONED CONDUITS FROM THE COUNTY ROADS ROW OR AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

14. CONTRACTOR SHALL PROVIDE COLD WEATHER PROTECTION FOR ALL PROPOSED CONCRETE WORK (PAVEMENTS, SIDEWALKS, DRIVE

APPROACHES, ETC.) AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

15. OVERNIGHT VEHICLE PARKING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENTS ARE NOT PERMITTED WITHIN THE

WAYNE COUNTY ROADS RIGHTS-OF-WAY.

16. CONTRACTOR SHOULD OBTAIN SOIL EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE WAYNE COUNTY DOE. CONTACT

MR. JOHN JONES AT (734) 326-5565.

17. CONTRACTOR SHALL NOTIFY THE WAYNE COUNTY TRAFFIC SIGNAL SHOP AT (734) 955·2154AT LEAST 72 HOURS PRIOR TO START OF

WORK AT OR NEAR ANY SIGNALIZED INTERSECTIONS.

18. CONTRACTOR SHALL NOTIFY WAYNE COUNTY 72 HOURS PRIOR TO START OF CONSTRUCTION. CONTACT THE PERMIT OFFICE AT

(734) 595·6504 EXTENSION 2009.

WAYNE COUNTY DPS GENERAL NOTES (CONT.)

SHEET INDEX

1. ALL WORK WITHIN THE WAYNE COUNTY ROAD RIGHT-OF-WAY (ROW) AND DRAIN EASEMENT SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND GENERAL SPECIFICATIONS, INCLUDING SOIL EROSION AND SEDIMENTATION CONTROL OF THE WAYNE COUNTY DEPARTMENT OF PUBLIC SERVICES, AND MDOT 2012 SPECIFICATIONS FOR CONSTRUCTION.

2. THESE PLANS ARE NOT VALID WITHOUT ATTACHMENT OF THE WAYNE COUNTY PERMIT SPECIFICATIONS FOR CONSTRUCTION WITHIN THE ROAD ROW, PARKS, DRAIN EASEMENT OR SANITARY SEWER UNDER JURISDICTION OF THE WAYNE COUNTY (07/01/93) REVISED 12/15/2004

3. CONTRACTOR SHALL CONTACT MISS DIG AT 811 TO IDENTIFY AND FLAG I MARK THE LOCATIONS OF All UNDERGROUND UTILITIES AT THE PROPOSED CONSTRUCTION AREAS PRIOR TO START OF CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND ELEVATIONS OF All UNDERGROUND UTILITIES, AND RESOLVE ANY CONFLICT BETWEEN THE PROPOSED WORK

AND THE EXISTING UNDERGROUND OR ABOVEGROUND UTILITIES.

4. CONTRACTOR SHALL MAINTAIN 18" MINIMUM VERTICAL CLEARANCE AND 3 FEET MINIMUM HORIZONTAL CLEARANCE BETWEEN THE PROPOSED AND EXISTING UTILITIES. ANY PROPOSED UTILITY PERMITTED TO CROSS UNDER THE ROAD OR DRAIN, MUST BE PLACED A MINIMUM OF 7 FEET BELOW THE LOWEST POINT OF THE ROAD, OR 6 FEET BELOW THE DRAIN BOTTOM. OVERHEAD WIRES/CABLES MUST BE INSTALLED 18 FEET MINIMUM ABOVE THE ROAD CENTERLINE. TO RELOCATE ANY UTILITY WITHIN THE ROAD ROW, THE CONTRACTOR SHALL COORDINATE THE RELOCATION WITH THE UTILITY COMPANY AND AS DIRECTED BY THE WAYNE COUNTY

ENGINEER.

WAYNE COUNTY DPS GENERAL NOTES

Cover

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BID DOCUMENTS FOR

AutoCAD SHX Text MONUMENT ENGINEERING GROUP ASSOCIATES, INC INNOVATIVE GEOSPATIAL & ENGINEERING SOLUTIONS 298 VETERANS DRIVE, FOWLERVILLE, MI 48836 PHONE: 517-223-3512

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MICHIGAN

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DETROIT, WAYNE COUNTY

AutoCAD SHX Text DETROIT VA MEDICAL CENTER 4646 JOHN R STREET DETROIT, MI 48201 POC: CASEY THAYER PHONE: 313-576-1000

AutoCAD SHX Text NOTE: THE OMISSION OF ANY CURRENT STANDARD DETAIL DOES NOT RELIEVE THE CONTRACTOR FROM THIS REQUIREMENT. THE WORK SHALL BE PERFORMED IN COMPLETE CONFORMANCE WITH THE CURRENT DWSD STANDARD SPECIFICATIONS AND DETAILS.

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WOODWARD AVE

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2ND AVE

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W GRAND BLVD

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ZERO

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PLAN SUBMITTALS

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SESC SUBMITTAL

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SCHEMATIC DESIGN SUBMITTAL

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DRAWINGS TO DWSD

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DRAWINGS TO DWSD

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DRAWINGS TO CONTRACTOR

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DRAWINGS TO CED

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INCLUDED SHEETS

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GENERAL

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SHEET

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COVER

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SURVEY

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TOPOGRAPHIC SURVEY

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CIVIL DEMOLITION

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CD-1.0

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DEMOLITION PLAN

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SITE PLAN

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DIMENSION AND PAVING PLAN

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VEHICLE CIRCULATION

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EMERGENCY VEHICLE CIRCULATION

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REFUSE VEHICLE CIRCULATION

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UTILITY

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UTILITY PLAN

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GRADING

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GRADING PLAN

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SOIL EROSION & SEDIMENTATION CONTROL (SESC)

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SESC PLAN

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WAYNE COUNTY SESC NOTES AND DETAILS COUNTY SESC NOTES AND DETAILS

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STORM WATER MANAGEMENT

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SHEET

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DRAINAGE PLAN

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STORM PROFILES & DETAILS

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STORM WATER QUALITY DETAILS

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DETAILS

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SPECIFICATIONS

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SPECIFICATIONS

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SPECIFICATIONS

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CITY OF DETROIT, WAYNE COUNTY STANDARD DETAILS

WOODWARD AVENUE

(100 FT. WD. - PUBLIC - R/W)

E B

ET

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E

ST

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R/ W

PUBLIC ALLEY (VACATED)

(20 FT. WD. - PUBLIC - EASEMENT)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

V-1.0

A

Fi le

P at h

/1 5/

1:

:0

AM

BID

DOCUMENTS

Detroit VAMC Facilities and Engineering

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Civil Engineering:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836 517-223-3512 Allan W. Pruss, PE

Fisher House Detroit

City of Detroit, Wayne County, Michigan

553-305

N/A Project Director, AP

AP, DD DC, CKRevisions: Date:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836

Allan W. Pruss, PE 517-223-3512

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

ALLAN W.

PRUSS

ENGINEER

NO.

6201043168

BENCHMARKS

STRUCTURE SCHEDULE

WETLAND NOTE

ACCORDING TO THE NATIONAL WETLAND INVENTORY WEBSITE

(HTTP:WWW.FWS.GOVWETLANDSDATAMAPPER.HTML), THERE ARE NO

NOTED WETLANDS ON THE SUBJECT PARCEL.

WETLAND FLAGGING WAS NOT OBSERVED DURING THE FIELD SURVEY. AN

OFFICIAL STUDY FOR THE PRESENCE OF WETLANDS WAS NOT CONDUCTED BY

MONUMENT ENGINEERING GROUP ASSOCIATES.

EXISTING PARKING

THERE ARE NO STRIPED PARKING SPACES ON THE SUBJECT PROPERTY.

FLOOD ZONE

FEMA MAP SCALES DO NOT SUPPLY SUFFICIENT LEVEL OF DETAIL TO

PLOT ACCURATELY. ZONES IF PLOTTED HEREIN ARE APPROXIMATE.

BY SCALED MAP LOCATION AND GRAPHIC PLOTTING ONLY, THE

SUBJECT PROPERTY APPEARS TO LIE ENTIRELY IN ZONE (X) AREA

DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE

FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR

THE COUNTY OF WAYNE, COMMUNITY PANEL NO. (26163C0280E),

EFFECTIVE DATE FEBRUARY 2, 2012.

UTILITY REFERENCES

WM: CITY OF DETROIT ~ GLWA

RECEIVED: 9/7/22 ~ 9/8/22

SAN: CITY OF DETROIT

RECEIVED: 9/7/22

STORM: CITY OF DETROIT

RECEIVED: 9/7/22

GAS: SEMCO ENERGY ~ DET. THERMAL (STEAM)

RECEIVED: 9/8/22 ~ N/A

ELEC: DTE ENERGY ~ DET. PUBLIC LIGHTING ELECTRIC

RECEIVED: N/A ~ N/A

PHONE/CABLE: AT&T ~ COMCAST ~ CENTURYLINK ~ EVERSTREAM

RECEIVED: 9/7/22 ~ 9/15/22 ~ 9/7/22 ~ 9/8/22

DATUM: CITY OF DETROIT DATUM

(ADJUSTMENT TO NAVD 88 DATUM ADD 479.60)

CITY BM NO.: 31-255A

ELEV = 150.076

SITE BM A:

TOP ARROW ON HYDRANT, 218'± NORTH OF CENTERLINE E BETHUNE

STREET & 38'± EAST OF CENTERLINE WOODWARD AVENUE.

ELEV = 153.20

SITE BM B:

BENCH TIE ON WEST FACE UTILITY POLE, 169'± NORTH OF

CENTERLINE BETHUNE STREET NEAR THE NORTHEAST CORNER OF

INTERSECTING ALLEYS.

ELEV = 152.05

UTILITY NOTES

1. ALL UTILITIES SHOWN ARE BASED ON THE FOLLOWING AT TIME

OF SURVEY UNLESS NOTED OTHERWISE:

a. GPRS LOCATING & MARKING

b. UTILITY DESIGN PLANS PROVIDED

2. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

· UrbarB:

URBAN LAND-RIVERFRONT COMPLEX, DENSE SUBSTRATUM,

0-4% SLOPES

SOILS INFO

SOIL TYPES ARE ACCORDING TO THE USDA SOIL SURVEY WEB SITE

(https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm)

EXISTING LEGEND

Topographic Survey

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LOT 4

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LOT 5

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LOT 6

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LOT 7

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LOT 8

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LOT 9

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LOT 157

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WM. Y. HAMLIN AND J. S. BROWN'S SUB., (LIBER 8 OF PLATS, PAGE 72)

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LOT 158

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LOT 155

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LOT 156

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LOT 10

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FIP N: 0.38' 0.38' ' E: 0.16'0.16''

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FIR 49976 ATS N: 0.32' 0.32' ' E: -0.07'-0.07''

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FIR N: 0.13' 0.13' ' E: -0.19'-0.19''

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FMAG

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FIR N: 0.94' 0.94' ' E: 1.33'1.33''

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FMAG N: 0.16' 0.16' ' E: -0.09'-0.09''

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FMAG N: -0.47'-0.47''

AutoCAD SHX Text 30.00'(R&M) N62°42'43"E(M)

AutoCAD SHX Text N27°21'09"W(M) 115.00'(R&M)

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AutoCAD SHX Text NOW OR FORMERLY TAX ID: 01004301 LELLI'S INN INC LELLI NERIO 7620 WOODWARD AVE 0.184 NET ACRES

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POST (TYP)

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FENCE

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GRASS

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NOW OR FORMERLY TAX ID: 01004305 LELLI'S INN INC 14 SMITH AVE 0.052 NET ACRES

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NOW OR FORMERLY TAX ID: 01004306 LELLI'S INN INC 26 SMITH AVE 0.052 NET ACRES

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NOW OR FORMERLY TAX ID: 01002124-7 AMERITECH MICHIGAN 105 E BETHUNE (ZONE: R3)

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NOW OR FORMERLY TAX ID: 01002124-7 AMERITECH MICHIGAN 105 E BETHUNE (ZONE: B4)

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NOW OR FORMERLY TAX ID: 01004307 CITY OF DETROIT 34 SMITH AVE 0.052 NET ACRES

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4' IRON FENCE

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FIR 5/8

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GATE

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LANDSCAPE AREA (TYP)

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BRUSH AREA

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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APPROX. LOCATION OF 96" WM (PER GLWA PLAN)

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WATER MAIN LOCATION (PER CITY OF DETROIT PLAN)

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COMBINED SEWER (TYP) (PER GPRS REPORT)

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APPROX. STORM SEWER (PER GPRS REPORT)

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FULL OF DEBRIS AT TIME OF SURVEY

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FULL OF DEBRIS AT TIME OF SURVEY

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FULL OF DEBRIS AT TIME OF SURVEY

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FULL OF DEBRIS AT TIME OF SURVEY

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FULL OF DEBRIS AT TIME OF SURVEY

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FULL OF DEBRIS AT TIME OF SURVEY

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NOT INVENTORIED AT TIME OF SURVEY

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SOIL TYPE LIMIT AND LABEL

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AC

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FOM

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UG ELEC, MH, TRANSFORMER, AC UNIT, METER, BOX

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OH ELEC, UTIL POLE, GUY WIRE

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UG FIBER, PED, LINE MARKER, VAULT

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UG TELE, MH, TELE PED, CABLE PED

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GROUND LIGHT, POLE, POLE W/ ARM LT

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LIGHT MH, LT CTRL BOX, PARK. METER, CAR CHARGER

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UG GAS, MH, VALVE, LINE MARKER

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GAS WELL, METER, VENT

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ELEC HAND HOLE, OUTLET, SIGNAL MH, SIGNAL BOX

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WATER MAIN, MH, VALVE IN BOX, HYDRANT, FDC

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WATER WELL, METER, STOP BOX, POST INDICATOR VALVE

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IRRIGATION CONTROL VALVE, SPRINKLER HEAD

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STORM SEWER, MH, CB, INLET, YARD DRAIN, DOWN SPOUT

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CULVERT/ END SECTION

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SANITARY SEWER, MH, CLEAN OUT

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COMBINED SEWER, MH

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STEAM LINE, MH

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MISC. MANHOLE, HAND HOLE, HAND BOX

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PARKING BLOCK, SIGN, FLAG POLE, POST, ROCK, MAIL BOX

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SOIL BORING

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SET IRON ROD (SIR), SET PK, MAG NAIL

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DECIDUOUS TREE, CONIFEROUS TREE, SHRUB

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FOUND IRON ROD (FIR), FD MON, FD PK

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SECTION LINE, SECTION CORNER

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TREE LINE/ CANOPY

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FINISH FLOOR ELEVATION, SPOT ELEVATION

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CONTOUR

AutoCAD SHX Text 900.00

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EX. ASPHALT

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EX. CONCRETE

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FENCE

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GUARD RAIL

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ST

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RAILROAD SIGNAL, SIGNAL BOX

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EX. GRAVEL

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VLT

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DITCH/ DRAINING COURSE

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DS

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900.00 FFE

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PUBLIC ALLEY (VACATED)

(20 FT. WD. - PUBLIC - EASEMENT)

Project Number

Building Number

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Location

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Drawing Title

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VA FORM 08 - 6231

CD-1.0

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DOCUMENTS

Detroit VAMC Facilities and Engineering

U.S. Department of Veterans Affairs

B

C

D

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F

A

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D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Civil Engineering:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836 517-223-3512 Allan W. Pruss, PE

Fisher House Detroit

City of Detroit, Wayne County, Michigan

553-305

N/A Project Director, AP

AP, DD DC, CKRevisions: Date:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836

Allan W. Pruss, PE 517-223-3512

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EXISTING LEGEND

DEMOLITION NOTES

1. UTILITY OBJECTS SUCH AS GAS METER, TRANSFORMER,

TELEPHONE PEDESTAL, UTILITY POLE & WIRES ARE TO BE

REMOVED BY OTHERS IF APPLICABLE.

2. ANY TREES NOT MARKED PER PLAN ARE TO BE PROTECTED &

PRESERVED DURING CONSTRUCTION.

DEMOLITION LEGEND

Demolition Plan

1,500

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LOT 4

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LOT 5

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LOT 6

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LOT 7

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LOT 8

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LOT 9

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LOT 157

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LOT 158

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LOT 155

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LOT 156

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LOT 10

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FIP N: 0.38' 0.38' ' E: 0.16'0.16''

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FIR 49976 ATS N: 0.32' 0.32' ' E: -0.07'-0.07''

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FIR N: 0.13' 0.13' ' E: -0.19'-0.19''

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FMAG

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FIR N: 0.94' 0.94' ' E: 1.33'1.33''

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FMAG N: 0.16' 0.16' ' E: -0.09'-0.09''

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FMAG N: -0.47'-0.47''

AutoCAD SHX Text 30.00'(R&M) N62°42'43"E(M)

AutoCAD SHX Text N27°21'09"W(M) 115.00'(R&M)

AutoCAD SHX Text 115.00'(R&M)

AutoCAD SHX Text S62°42'43"W(M) 30.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text N62°42'43"E(M) 200.00'(R&M)

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POST (TYP)

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FENCE

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GRASS

AutoCAD SHX Text 45.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 45.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

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4' IRON FENCE

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FIR 5/8

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GATE

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GRASS

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GRASS

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GRASS

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4' IRON FENCE

AutoCAD SHX Text 45.00'(R&M)

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LANDSCAPE AREA (TYP)

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BRUSH AREA

AutoCAD SHX Text 45.00'(R&M)

AutoCAD SHX Text SOIL TYPE (UrbarB (TYP)

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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APPROX. LOCATION OF 96" WM (PER GLWA PLAN)

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WATER MAIN LOCATION (PER CITY OF DETROIT PLAN)

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COMBINED SEWER (TYP) (PER GPRS REPORT)

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APPROX. STORM SEWER (PER GPRS REPORT)

AutoCAD SHX Text NOTE: THE OMISSION OF ANY CURRENT STANDARD DETAIL DOES NOT RELIEVE THE CONTRACTOR FROM THIS REQUIREMENT. THE WORK SHALL BE PERFORMED IN COMPLETE CONFORMANCE WITH THE CURRENT DWSD STANDARD SPECIFICATIONS AND DETAILS.

AutoCAD SHX Text

AC

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FOM

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AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text Y.D.

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CO

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RR

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MH

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HH

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VENT

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

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GAS

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TV

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SG

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EM

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SG

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EO

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EH

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HH

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UG ELEC, MH, TRANSFORMER, AC UNIT, METER, BOX

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OH ELEC, UTIL POLE, GUY WIRE

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UG FIBER, PED, LINE MARKER, VAULT

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UG TELE, MH, TELE PED, CABLE PED

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GROUND LIGHT, POLE, POLE W/ ARM LT

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LIGHT MH, LT CTRL BOX, PARK. METER, CAR CHARGER

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UG GAS, MH, VALVE, LINE MARKER

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GAS WELL, METER, VENT

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ELEC HAND HOLE, OUTLET, SIGNAL MH, SIGNAL BOX

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WATER MAIN, MH, VALVE IN BOX, HYDRANT, FDC

AutoCAD SHX Text

WATER WELL, METER, STOP BOX, POST INDICATOR VALVE

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IRRIGATION CONTROL VALVE, SPRINKLER HEAD

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STORM SEWER, MH, CB, INLET, YARD DRAIN, DOWN SPOUT

AutoCAD SHX Text

CULVERT/ END SECTION

AutoCAD SHX Text

SANITARY SEWER, MH, CLEAN OUT

AutoCAD SHX Text

COMBINED SEWER, MH

AutoCAD SHX Text C

AutoCAD SHX Text

STEAM LINE, MH

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MISC. MANHOLE, HAND HOLE, HAND BOX

AutoCAD SHX Text

PARKING BLOCK, SIGN, FLAG POLE, POST, ROCK, MAIL BOX

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SOIL BORING

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SET IRON ROD (SIR), SET PK, MAG NAIL

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DECIDUOUS TREE, CONIFEROUS TREE, SHRUB

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FOUND IRON ROD (FIR), FD MON, FD PK

AutoCAD SHX Text

SECTION LINE, SECTION CORNER

AutoCAD SHX Text

TREE LINE/ CANOPY

AutoCAD SHX Text

FINISH FLOOR ELEVATION, SPOT ELEVATION

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text 900.00

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EX. ASPHALT

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EX. CONCRETE

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FENCE

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GUARD RAIL

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ST

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RAILROAD SIGNAL, SIGNAL BOX

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EX. GRAVEL

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VLT

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DITCH/ DRAINING COURSE

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DS

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900.00 FFE

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EB

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DS

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ABANDON IN PLACE

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SAWCUT

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REMOVE PAVEMENT

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ABANDON LINEAR FEATURE

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REMOVE LINEAR FEATURE

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REMOVE OBJECT

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LIMITS OF DISTURBANCE

AutoCAD SHX Text 680 SF SAWCUT, REMOVE SF SAWCUT, REMOVE AND REPLACE ASPHALT PAVEMENT IN BETHUNE STREET.

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REMOVE 4,405 SF 4,405 SF SF CONCRETE PAVEMENT

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REMOVE AND REPLACE 203 LF 203 LF LF OF CONC. CURB & GUTTER

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SAWCUT, REMOVE AND REPLACE 88 SF. 88 SF. SF. CONC. SIDEWALK

AutoCAD SHX Text CAUTION!! FISHER HOUSE CONTRACTOR TO VERIFY LOCATION AND DEPTH OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

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CAUTION!! OH WIRES CROSS INGRESS/EGRESS..

AutoCAD SHX Text CAUTION!! VA CONTRACTOR TO VERIFY LOCATION AND DEPTH OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

AutoCAD SHX Text NOTE: FISHER HOUSE CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION AND REMOVAL OF DEBRIS IN THE E. BETHUNE STREET (HAMLIN AVENUE) RIGHT OF WAY AND VACATED PUBLIC ALLEY.

AutoCAD SHX Text NOTE: ALL ON-SITE DEMOLITION AND REMOVAL OF DEBRIS IS THE RESPONSIBILITY OF THE FISHER HOUSE CONTRACTOR.

NOTE: VA CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION AND REMOVAL OF DEBRIS IN THE WOODWARD AVENUE RIGHT OF WAY

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VA FORM 08 - 6231

C-1.0

A

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P at h

/1 5/

1:

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AM

BID

DOCUMENTS

Detroit VAMC Facilities and Engineering

U.S. Department of Veterans Affairs

B

C

D

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F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Civil Engineering:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836 517-223-3512 Allan W. Pruss, PE

Fisher House Detroit

City of Detroit, Wayne County, Michigan

553-305

N/A Project Director, AP

AP, DD DC, CKRevisions: Date:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836

Allan W. Pruss, PE 517-223-3512

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ALLAN W.

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NO.

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PAVEMENT LEGEND

NOTES

1. SIDEWALK ADJACENT TO AND WITHIN THE DRIVE

APPROACH SHALL BE A MINIMUM OF 6 INCHES THICK.

2. ALL PUBLIC USE SIDEWALKS SHALL BE A MINIMUM OF

6 INCHES THICK.

DIMENSIONING NOTE

1. RADII DIMENSIONS ARE TO THE BACK OF CURB

UNLESS OTHERWISE SPECIFIED.

2. ALL OTHER DIMENSIONS ARE TO THE FACE OF CURB OR

EDGE OF PAVEMENT UNLESS OTHERWISE SPECIFIED.

BC = BACK OF CURB

FC = FACE OF CURB

STANDARD DUTY HMA

PAVEMENT SECTION

CURB AND GUTTER DETAIL - CONCRETE -

STANDARD - 24" W 6" H 12" D

STANDARD DUTY CONCRETE

PAVEMENT SECTION

CURB AND GUTTER DETAIL - CONCRETE -

WITH ADJACENT SIDEWALK

Dimension And Paving Plan

1,500

180 SF

6' WIDE

CONC. WALK

AutoCAD SHX Text

LOT 158

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LOT 155

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LOT 156

AutoCAD SHX Text

LOT 10

AutoCAD SHX Text 30.00'(R&M) N62°42'43"E(M)

AutoCAD SHX Text N27°21'09"W(M) 115.00'(R&M)

AutoCAD SHX Text 115.00'(R&M)

AutoCAD SHX Text S62°42'43"W(M) 30.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text N62°42'43"E(M) 200.00'(R&M)

AutoCAD SHX Text

POST (TYP)

AutoCAD SHX Text

FENCE

AutoCAD SHX Text 45.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 40.00'(R&M)

AutoCAD SHX Text 45.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text 200.00'(R&M)

AutoCAD SHX Text

E WOODWARD 1-2-3WM Y HAMLIN & S J BROWNS L8 P72 PLATS, W C R 1/103 129.3 IRREG

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4' IRON FENCE

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GATE

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4' IRON FENCE

AutoCAD SHX Text 45.00'(R&M)

AutoCAD SHX Text

LANDSCAPE AREA (TYP)

AutoCAD SHX Text

BRUSH AREA

AutoCAD SHX Text 45.00'(R&M)

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text E

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ST

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ST

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ST

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12,711 SF SF STANDARD DUTY ASPHALT PVMT.

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502 SF SF CONCRETE ENTRY DRIVE.

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253 SF SF HEAVY DUTY CONC. PADS

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74 SF SF STD. DUTY CONC. WALK

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501 SF-5' WIDE SF-5' WIDE RAISED INTERGRAL CURB & CONC. WALK

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1,526 SF SF STANDARD DUTY CONC. PATIO

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668 SF SF 5' WIDE RAISED INTEGRAL CURB & CONC. WALK

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1,027 SF SF STANDARD DUTY CONC. PATIO

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ADA "VAN ACCESSIBLE PARKING ONLY" SIGN

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DUMPSTER ENCLOSURE

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92 LF LF 6" CONC. CURB & GUTTER

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8' TALL FENCE-WALL

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1,324 SF SF 6' WIDE CONC. WALK

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196 LF LF 6" CONC. CURB & GUTTER ALONG BETHUNE ST.

AutoCAD SHX Text L/S

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GAS METER

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665 SF SF ASPHALT PAVEMENT

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24 LF LF 6" CONC. CURB & GUTTER

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219 LF LF 6" CONC. CURB & GUTTER

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83 LF LF 6" CONC. CURB & GUTTER

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14 LF LF 6" CONC. CURB & GUTTER

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REMOVE & REPLACE ASPHALT FOR COMMUNICATIONS CONNECTIONS

AutoCAD SHX Text 5'x6' CONCRETE METER VAULT

AutoCAD SHX Text

6" CONCRETE SIDEWALK ADJACENT TO AND WITHIN DRIVE APPROACH

AutoCAD SHX Text NOTE: THE OMISSION OF ANY CURRENT STANDARD DETAIL DOES NOT RELIEVE THE CONTRACTOR FROM THIS REQUIREMENT. THE WORK SHALL BE PERFORMED IN COMPLETE CONFORMANCE WITH THE CURRENT DWSD STANDARD SPECIFICATIONS AND DETAILS.

AutoCAD SHX Text

EX. ASPHALT

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PR. STANDARD DUTY ASPHALT

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PR. CONCRETE

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EX. CONCRETE

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EX. GRAVEL

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PR. GRAVEL

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STANDARD CURB AND GUTTER

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REVERSE CURB AND GUTTER

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PR. HEAVY DUTY ASPHALT

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PR. BUILDING 5,025 SF FFE 152.70

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2" MDOT 13A LEVELING COURSE

AutoCAD SHX Text 8" MDOT 21AA CRUSHED AGG. BASE COURSE COMPACTED TO 95% MAX. DENSITY (ASTM D-1557)

AutoCAD SHX Text

SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY ASTM D-1557 (MODIFIED PROCTOR)

AutoCAD SHX Text

2" MDOT 36A WEARING COURSE

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 7"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 5/8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"R

AutoCAD SHX Text 2"R

AutoCAD SHX Text 5 7/8"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6 1/8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text

#4 BARS CONT.

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MATCH ADJACENT PAVEMENT BASE

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MDOT 21AA CRUSHED AGG. BASE COURSE COMPACTED TO 95% MAX. DENSITY (ASTM D-1557)

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SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY ASTM D-1557 (MODIFIED PROCTOR)

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6" REINFORCED CONCRETE

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6" 21AA AGGREGATE COMPACTED TO 95% MAX. DENSITY

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SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY ASTM D-1557 (MODIFIED PROCTOR)

AutoCAD SHX Text 6"x6" W1.4xW1.4 W.W.F.

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8" PLAIN CONCRETE

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6" 21AA AGGREGATE COMPACTED TO 95% MAX. DENSITY

AutoCAD SHX Text

SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY ASTM D-1557 (MODIFIED PROCTOR)

AutoCAD SHX Text 4"

AutoCAD SHX Text WHERE SIDEWALK IS INSTALLED DIRECTLY BEHIND THE CURB INSTALL HOOK BOLTS AT 30" O.C.

AutoCAD SHX Text

4" CONC. SIDEWALK, SEE DETAIL ON THIS SHEET.

AutoCAD SHX Text

CONC. CURB AND GUTTER, SEE DETAIL ON THIS SHEET.THIS SHEET.

AutoCAD SHX Text NOTE: ALL PROPOSED ON-SITE IMPROVEMENTS ARE THE RESPONSIBILITY OF THE FISHER HOUSE CONTRACTOR.

AutoCAD SHX Text NOTE: ALL WORK IN THE BETHUNE STREET RIGHT OF WAY IS THE RESPONSIBILITY OF THE FISHER HOUSE CONTRACTOR.

NOTE: VA CONTRACTOR IS RESPONSIBLE FOR INSTALLING GAS METER AND REPLACING 8.8'X10' CONCRETE PAVEMENT.

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Approved:

VA FORM 08 - 6231

C-7.0

A

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P at h

/1 5/

1:

:0

AM

BID

DOCUMENTS

Detroit VAMC Facilities and Engineering

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Civil Engineering:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836 517-223-3512 Allan W. Pruss, PE

Fisher House Detroit

City of Detroit, Wayne County, Michigan

553-305

N/A Project Director, AP

AP, DD DC, CKRevisions: Date:

Monument Engineering Group Associates, Inc.

298 Veterans Drive Fowlerville, MI 48836

Allan W. Pruss, PE 517-223-3512

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BENCHMARKS GRADING LEGEND

DATUM: CITY OF DETROIT DATUM

(ADJUSTMENT TO NAVD 88 DATUM ADD 479.60)

CITY BM NO.: 31-255A

ELEV = 150.076

SITE BM A:

TOP ARROW ON HYDRANT, 218'± NORTH OF CENTERLINE E BETHUNE

STREET & 38'± EAST OF CENTERLINE WOODWARD AVENUE.

ELEV = 153.20

SITE BM B:

BENCH TIE ON WEST FACE UTILITY POLE, 169'± NORTH OF

CENTERLINE BETHUNE STREET NEAR THE NORTHEAST CORNER OF

INTERSECTING ALLEYS.

ELEV = 152.05

Grading Plan

AutoCAD SHX Text

LOT 158

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LOT 155

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LOT 156

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LOT 10

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BRUSH AREA

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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UNKNOWN UNDERGROUND UTILITY LINE (PER GPRS)

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AutoCAD SHX Text G

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ST

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ST

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ST

AutoCAD SHX Text NOTE: THE OMISSION OF ANY CURRENT STANDARD DETAIL DOES NOT RELIEVE THE CONTRACTOR FROM THIS REQUIREMENT. THE WORK SHALL BE PERFORMED IN COMPLETE CONFORMANCE WITH THE CURRENT DWSD STANDARD SPECIFICATIONS AND DETAILS.

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PROPOSED TOP OF PAVEMENT GRADE

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940.0 MA

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940.00 TP

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MATCH EXISTING GRADE

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PROPOSED FINISH GRADE

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940.00 FG

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PROPOSED SIDEWALK GRADE

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940.00 SW

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940.0 FFE

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940.00 ADJ-RIM

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PROPOSED FINISH FLOOR GRADE

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ADJUSTED RIM GRADE

AutoCAD SHX Text 740.00

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EXISTING ELEVATION

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EXISTING CONTOUR

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PROPOSED CONTOUR

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940.00 RIM

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PROPOSED RIM GRADE

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LIMITS OF DISTURBANCE

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OVERFLOW ROUTE

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ADA COMPLIANT SIDEWALK RAMP

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ADA COMPLIANT SIDEWALK LANDING

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940.00 INV

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PROPOSED INVERT GRADE

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940.00 GP

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940.00 TC

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PROPOSED GUTTER PAN GRADE

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PROPOSED TOP OF CURB GRADE

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940.00 BW

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940.00 TW

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PROPOSED BOTTOM OF WALL GRADE

PROPOSED TOP OF WALL GRADE

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