Drawings_2023 06 30 21085_Part1.pdf

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DESIGN TEAM

ARCHITECT/ENGINEER

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MIDLAND ARMORY ADDITION AND

RENOVATION

DEPARTMENT OF MILITARY AND VETERAN'S AFFAIRS

2300 AIRPORT ROAD, MIDLAND, MI 48642

CONSTRUCTION DOCUMENTS

C O

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/2

3DRAWING INDEX

DRAWING INDEX

CIVIL CONSULTANT

PREIN & NEWHOF

3355 EVERGREEN DRIVE NE

GRAND RAPIDS, MI 49525

PHONE: (616) 364-8491

FAX: (616) 364-6955

DMVA PROJECT NUMBER: 26C1020004

DMVA PROJECT TITLE: RENOVATE ARMORY

DEPARTMENT OF MILITARY AND VETERAN'S

AFFAIRS (DMVA),

MIDLAND ARMORY

2300 AIRPORT ROAD,

MIDLAND, MI 48642

M 601 TEMPERATURE CONTROLS

M 602 TEMPERATURE CONTROLS

M 603 TEMPERATURE CONTROLS DETAILS AND SCHEDULES

ELECTRICAL GENERAL

E 001 ELECTRICAL SYMBOLS AND GENERAL NOTES

ELECTRICAL DEMOLITION

ED 010 ELECTRICAL SITE DEMOLITION PLAN

ED 101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

ELECTRICAL SITE

ES 010 ELECTRICAL SITE PLAN

ELECTRICAL

E 101 FIRST FLOOR POWER PLAN

E 150 ROOF POWER PLAN

E 201 FIRST FLOOR LIGHTING PLAN

E 301 ENLARGED ELECTRICAL PLANS

E 401 ELECTRICAL ONE LINE DIAGRAM AND SCHEDULES

E 410 ELECTRICAL DETAILS

E 420 LIGHTING SCHEDULE AND DETAILS

E 501 PANEL LOAD SCHEDULES

TECHNOLOGY SITE

T 001 TECHNOLOGY SYMBOLS AND GENERAL NOTES

TECHNOLOGY

T 101 FIRST FLOOR TECHNOLOGY PLAN

T 401 TECHNOLOGY DETAILS

T 402 TECHNOLOGY DETAILS

T 403 TECHNOLOGY DETAILS

A 601 FIRST FLOOR FINISH PLAN

A 611 MATERIAL SELECTION SCHEDULE & TYPICAL DETAILS

A 621 ENLARGED TOILET ROOM FINISH PLANS AND ELEVATIONS

A 631 INTERIOR ELEVATIONS AND SECTIONS

MECHANICAL & PLUMBING GENERAL

MP 001 MECHANICAL & PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES

PLUMBING DEMOLITION

PD 100 UNDERGROUND PLUMBING DEMOLITION PLAN

PD 101 FIRST FLOOR PLUMBING DEMOLITION PLAN

MECHANICAL DEMOLITION

MD 101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD 150 ROOF MECHANICAL DEMOLITION PLAN

PLUMBING

P 100 FOUNDATION PLUMBING PLAN

P 101 FIRST FLOOR PLUMBING PLAN

P 301 ENLARGED PLUMBING PLANS

P 501 PLUMBING SCHEDULES AND DETAILS

MECHANICAL

M 101 FIRST FLOOR SHEET METAL PLAN

M 150 ROOF MECHANICAL PLAN

M 201 FIRST FLOOR HVAC PIPING PLAN

M 501 MECHANICAL SCHEDULES AND DETAILS

M 502 MECHANICAL SCHEDULES AND DETAILS

C 602 SITE DETAILS

GENERAL

G 001 COVER SHEET

G 002 INTERIOR PARTITION TYPES, TYPICAL SYMBOLS & GENERAL NOTES

G 101 FIRST FLOOR CODE COMPLIANCE PLAN

G 102 CODE COMPLIANCE INFORMATION

CIVIL

C 100 EX. CONDITIONS AND REMOVAL PLAN

C 200 SITE PLAN

C 300 GRADING & SESC PLAN

C 400 UTILITY PLAN

C 500 STORM WATER MANAGEMENT DETENTION SIZING

C 501 STORM WATER MANAGEMENT - PIPE SIZING

C 601 SITE DETAIL SHEET 1

STRUCTURAL

S 001 GENERAL NOTES

S 001-C STATEMENT OF SPECIAL INSPECTIONS

S 002 TYPICAL DETAILS

S 003 TYPICAL DETAILS

S 004 TYPICAL DETAILS

S 101 OVERALL FOUNDATION PLAN

S 201 OVERALL ROOF FRAMING PLAN

S 301 FOUNDATION DETAILS

S 401 ROOF FRAMING DETAILS

ARCHITECTURAL DEMOLITION

AD 101 DEMOLITION PLAN

AD 201 REFLECTED CEILING DEMOLITION PLAN

AD 301 EXTERIOR DEMOLITION ELEVATION

AD 302 ARCHITECTURAL DEMOLITION WALL SECTIONS

ARCHITECTURAL

A 101 FLOOR PLAN

A 103 ROOF PLAN

A 201 FIRST FLOOR REFLECTED CEILING PLAN

A 301 EXTERIOR ELEVATIONS

A 311 BUILDING SECTIONS

A 312 BUILDING SECTIONS

A 321 WALL SECTIONS

A 322 WALL SECTIONS

A 351 PLAN DETAILS

A 421 ENLARGED PLANS, TYPICAL MOUNTING HEIGHTS, BARRIER-FREE

MOUNTING HEIGHTS AND ACCESSORY MATRIX

A 501 DOOR SCHEDULES & ACCESS PANEL INFORMATION

242 E. KALAMAZOO AVE, SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

BUILDING: 2015 MICHIGAN BUILDING CODE

ENERGY: 2015 MICHIGAN ENERGY CODE

PLUMBING: 2015 MICHIGAN PLUMBING CODE

MECHANICAL: 2015 MICHIGAN MECHANICAL CODE

FUEL GAS: (IFGC) 2015 INTERNATIONAL FUEL GAS CODE

ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

BARRIER-FREE: 2015 MICHIGAN BUILDING CODE AND 2009 ICC & C A117.1

USE GROUP: MIXED USE, WITH SEPERATION, A-2 AND B

CONSTRUCTION TYPE: IV

AUTOMATIC SPRINKLERS: NONE

PROJECT AREAS

NEW ADDITION S-1 OCC TYPE II-B: 5,395 SQ. FT.

REFERENCED CODES

4 EAST FULTON STREET, SUITE 200

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.9944

FAX: 616.456.5936

LOCATION MAP

SITE MAP

EXISTING BUILDING

WHERE RENOVATION

AND ADDITION OCCURS

TOTAL FINISHED PROJECT: 36,453 SQ. FT.

EXISTING A2 OCC TYPE IV 9,696 SQ. FT.

ALLOWABLE AREA UNADJUSTED A2 TYPE IV 15,000 SQ. FT.

ALLOWABLE AREA W/FRONTAGE ADJUSTED A2 TYPE IV 26,250 SQ. FT.

EXISTING B OCC TYPE II-B 16,845 SQ. FT.

ALLOWABLE AREA UNADJUSTED B TYPE II-B 23,000 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE ADJUSTED B, TYPE II-B 40,250 SQ. FT.

ISSUED FOR DATE

EXISTING S-1 OCC TYPE II-B 2,973 SQ. FT.

ALLOWABLE AREA UNADJUSTED S-1 TYPE II-B 17,500 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE ADJUSTED S-1 TYPE II-B 30,625 SQ. FT.

NEW ADDITION B OCC TYPE II-B: 5,715 SQ. FT.

ALLOWABLE AREA UNADJUSTED S-1 TYPE II-B 17,500 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE ADJUSTED S-1 TYPE II-B 30,625 SQ. FT.

ALLOWABLE AREA UNADJUSTED B TYPE II-B 23,000 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE ADJUSTED B, TYPE II-B 40,250 SQ. FT.

A101A

TYPICAL SYMBOLS & REFERENCES

NOTE:

ROOM NAMES AND NUMBERS ON PLANS ARE

FOR CONSTRUCTION PURPOSES ONLY.

COORDINATE WITH OWNER REGARDING

PROPOSED NUMBERS FOR ALL SIGNAGE,

SCHEDULE AND PANEL DESIGNATIONS.

ROOM IDENTIFICATION TAG

ROOM NAME

ROOM NUMBER

DETAIL TITLE

1 DETAIL TITLE

1" = 0'-1"A101

DETAIL NUMBER

SHEET NUMBER

UNIT MATCHLINES

U N

IT

A

U N

IT

B

TYPICAL NOTATION SYMBOLS

CALLOUT REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION REFERENCE BUBBLE

A301

A

ELEVATION LETTER

SHEET NUMBER

INTERIOR ELEVATION REFERENCE BUBBLE

4 A 652

ELEVATION NUMBER

SHEET NUMBER

DETAIL REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

BUILDING SECTION REFERENCE BUBBLE

A 311

DETAIL NUMBER

SHEET NUMBER

ELEVATION AND SECTION REFERENCE TOOLS

ELEVATION TAG - EXISTING

FINISH FLOOR

ELEVATION 100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

100'-0" ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

ELEVATION TAG - NEW

FINISH FLOOR

ELEVATION 100'-0"

100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

WORKING POINT LAYOUT TAG

100'-0" : 100'-0"

DISTANCE IN THE "Y" DIRECTION FROM THE

"X" BASE LINE

DISTANCE IN THE "X" DIRECTION FROM THE

"Y" BASE LINE

BORROWED LIGHT AND DOOR IDENTIFICATION

A 502

SHEET NUMBER

ELEVATION NUMBER

DOOR NUMBER - CORRESPONDS TO THE ROOM NUMBER

LETTER DESIGNATES MORE THAN ONE IN ROOM

SYMBOLS

BARRIER-FREE

B1 REVISION IDENTIFIER (ADDENDUM AND BULLETIN)

COLUMN BUBBLE AND LINE

CLASSROOM

A000A

GENERAL DEMOLITION NOTES

1. CONTRACTORS ARE REQUIRED TO INSPECT/REVIEW THE EXISTING BUILDING PRIOR TO

RELATED DEMOLITION WORK. UNLESS NOTED OTHERWISE, REMOVAL OF ANY WALL,

FLOOR OR CEILING INCLUDES ALL GENERAL MECHANICAL AND ELECTRICAL ITEMS

WHICH ARE A PART OF, OR ATTACHED TO IT.

2. CONTRACTOR SHALL VERIFY ALL EXISTING JOB SITE CONDITIONS AND DIMENSIONS

AND BE RESPONSIBLE FOR THE SAME. ADVISE CONSTRUCTION MANAGER OF ANY

AND ALL DISCREPANCIES.

3. PATCH FLOORS, WALLS AND CEILINGS DAMAGED DURING CONSTRUCTION AND

DEMOLITION AS REQUIRED. FINISH TO MATCH EXISTING.

4. ACCOMMODATE NEW CONSTRUCTION IF NOT INDICATED.

5. PROTECT ALL EXISTING FINISHES THROUGHOUT PROJECT.

6. REFER TO DEMOLITION ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL

INFORMATION.

7. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR

ADDITIONAL DEMOLITION NOTES.

8. SALVAGE ALL UNISTRUT AND PROTECT FOR RE-USE IN NEW CONSTRUCTION, IF

REQUIRED.

9. AT LOCATIONS OF REMOVED WALLS, ALL ASSOCIATED ITEMS ATTACHED TO THE WALL

ARE TO BE REMOVED. SUCH AS: DOORS, WINDOWS, FRAMES, MARKERBOARDS,

TACKBOARDS, TACK STRIPS, ETC.

GENERAL NOTES - ARCHITECTURAL

1. THE OWNER RESERVES THE RIGHT TO REMOVE ANY ITEM FROM THE PROJECT PRIOR

TO COMMENCEMENT OF CONTRACTED DEMOLITION WORK.

2. ALL EXISTING CONDITIONS SHOULD BE FIELD VERIFIED BEFORE WORK BEGINS.

3. DIMENSIONS GIVEN ARE ACTUAL AND ARE TO THE FACE OF MASONRY UNITS OR TO

THE FACE OF STUD FRAMING, UNLESS NOTED OTHERWISE.

4. DETAILS SHOWN ILLUSTRATE DESIGN INTENT, NOT ALL POSSIBLE CONDITIONS. FOR

CONDITIONS NOT SHOWN, USE DETAILS CLOSEST TO CONDITION IN QUESTION.

5. EXTEND ALL INTERIOR WALL PARTITIONS FROM FLOOR TO STRUCTURE/DECK ABOVE

UNLESS NOTED OR DETAILED OTHERWISE.

6. WITHIN BUILDING INTERIOR PROVIDE BULLNOSE BLOCK IN CMU WALL ASSEMBLIES AT

ALL EXPOSED OUTSIDE CORNERS, INCLUDING WINDOW AND DOOR JAMBS, UNLESS

NOTED OR DETAILED OTHERWISE. PROVIDE SQUARE OUTSIDE CORNERS AT ALL

LOCATIONS FINISHED WITH WALL TILE, REFER TO FINISH PLANS (A600 SHEETS)

FOR LOCATIONS.

7. TOOTH-IN MASONRY AT NEW OPENINGS IN EXISTING WALLS.

8. TOOTH-IN NEW MASONRY INFILL INTO EXISTING OPENINGS AT ALL BULLNOSE BLOCK

LOCATIONS.

9. STEEL STUD WALLS SHALL BE A MINIMUM OF 20 GAGE. REGARDLESS OF HEIGHT

10. STEEL STUD WALLS SUPPORTING WALL CABINETS SHALL BE A MINIMUM OF 20 GAGE.

11. DOORS ARE TO BE 4" FROM CORNER OF ROOM, UNLESS NOTED OR DIMENSIONED

OTHERWISE.

12. FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES

AND CONCEALED WALL SPACES AT CEILING, FLOOR AND ROOF LEVELS.

13. FIRESEAL ALL PENETRATIONS, SUCH AS, PIPES, DUCTS, CONDUITS, ETC. THROUGH

FIRE AND/OR SMOKE RATED ASSEMBLIES.

14. FOR CONTROL JOINT (C.J.) LOCATIONS REFER TO EXTERIOR ELEVATIONS AND/OR

FLOOR PLANS.

15. PAINT ALL ELECTRICAL PANEL COVERS AND ACCESS PANELS TO MATCH ADJACENT

FINISHES. USING OIL-BASED PAINT, NOT LATEX WALL PAINT.

16. PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT OR

ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY MANUFACTURER.

17. PROVIDE ALL ASSOCIATED CURBS FOR ROOF TOP EQUIPMENT AND MECHANICAL

ROOF TOP UNITS. LARGE VOIDS BELOW THE AIR HANDLING UNITS SHALL BE FILLED

WITH INSULATION AS SPECIFIED FOR NOISE CONTROL.

18. ALL EXISTING ROOF TOP PENETRATIONS BEING REMOVED REQUIRE ROOF PATCHING

TO MATCH EXISTING ADJACENT.

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD BOTH SIDES;

(1 HOUR FIRE) U.L. ASSEMBLY U465

WHERE NOTED ON PLANS

METAL STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS (AT CHASE

WALLS ONLY) - UNLESS

NOTED OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD ON ROOM SIDE - BRACE

WALL @ 4'-0" O.C. MAXIMUM.

METAL STUD CHASE WALL OR

FURRING

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH

5/8" TYPE "X" GYPSUM BOARD BOTH

SIDES TO DECK

STRUCTURAL METAL STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

FLOOR CONSTRUCTION

METAL CH STUDS @ 16" O.C. WITH 5/8"

TYPE "X" GYPSUM BOARD ON ROOM

SIDE AND 1" TYPE "X" GYPSUM BOARD

PANEL ON CHASE SIDE

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH (2)

LAYERS 5/8" TYPE "X" GYPSUM

BOARD BOTH SIDES

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN ALL

WALLS - UNLESS

NOTED OTHERWISE -

WEAVE IN-BETWEEN

STUDS

FLOOR CONSTRUCTION

6" TOP AND BOTTOM TRACK WITH 3 5/8"

METAL STUD FRAMING @ 16" O.C.

(OFFSET) WITH 5/8" GYPSUM BOARD BOTH

SIDES

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

BOND BEAM

SEALANT

FLOOR CONSTRUCTION

4" CONCRETE MASONRY UNITS

CMU WALL

U.L. ASSEMBLY - U905

(1 HOUR AND 2 HOUR)

HEAD

PLAN

SILL

CMU WALL WITH FURRING CMU WALL WITH FURRING BOTH SIDES

C H A S E S

ID

E

R O

O M

S

ID

E

METAL STUD CHASE WALL (1 HOUR FIRE)

U.L. ASSEMBLY U415

METAL STUD WALL (2 HOUR FIRE)

U.L. ASSEMBLY U425 METAL STUD SOUND WALL

6" CONCRETE MASONRY UNITS

8" CONCRETE MASONRY UNITS

10" CONCRETE MASONRY UNITS

STRUCTURE /

DECK ABOVE

BOND BEAM

FLOOR CONSTRUCTION

STRUCTURE /

DECK ABOVE

BOND BEAM

FLOOR CONSTRUCTION

HEAD

PLAN

SILL

4" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

6" CONCRETE MASONRY UNITS METAL FURRING

AND 5/8" GYPSUM BOARD

8" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

10" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

4" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

12" CONCRETE MASONRY UNITS 12" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

1X 2X 4X 5X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

FLOOR CONSTRUCTION

METAL CH STUDS @ 16" O.C. WITH (2)

LAYERS 5/8" TYPE "X" GYPSUM BOARD

ON ROOM SIDE AND 1" TYPE "X"

GYPSUM BOARD PANEL ON CHASE SIDE

METAL STUD CHASE WALL (2 HOUR FIRE)

U.L. ASSEMBLY U438

6X 7X 8

6" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

8" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

10" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD - BOTH SIDES

12" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD - BOTH SIDES

9X

10X

11X

12X

13X

9XX

10XX

11XX

12XX

13XX

SEALANT SEALANT

METAL STUDS @ 16" O.C. WITH

1/2" RATED PLYWOOD ONE SIDE

AND 5/8" GYPSUM BOARD ON

BOTH SIDES.

3X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

1/2" RATED

PLYWOOD

FLOOR CONSTRUCTION

METAL STUD WALL WITH

PLYWOOD BACKING

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

WOOD STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD BOTH SIDES;

(1 HOUR FIRE) U.L. ASSEMBLY U305

WHERE NOTED ON PLANS

WOOD STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

SEALANT

SOUND BATTS IN ALL

WALLS - UNLESS

NOTED OTHERWISE

FLOOR CONSTRUCTION

WOOD STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD ON ROOM SIDE -

BRACE WALL @ 4'-0" O.C. MAXIMUM.

WOOD STUD CHASE WALL

C H A S E S

ID

E

R O

O M

S

ID

E

14X 15X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

WOOD STUDS @ 16" O.C. WITH (2)

LAYERS 5/8" TYPE "X" GYPSUM

BOARD BOTH SIDES

WOOD STUD WALL (2 HOUR FIRE)

U.L. ASSEMBLY U301

16X

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

INTERSECTION OF NON-RATED AT

1 HOUR RATED PARTITION

INTERSECTION OF NON-RATED AT 2 HOUR

RATED PARTITION - U.L. ASSEMBLY U425

1 HOUR RATED

PARTITION - REFER

TO PLAN

METAL STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

2 HOUR RATED

PARTITION -

REFER TO PLAN

METAL STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

INTERSECTION OF NON-RATED AT 2 HOUR

RATED PARTITION - U.L. ASSEMBLY U438

2 HOUR RATED

PARTITION -

REFER TO PLAN

CH STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

INTERSECTION OF

CONCRETE/MASONRY AT 1 HOUR

RATED PARTITION

CONCRETE OR MASONRY

WALL - REFER TO PLAN

1 HOUR RATED PARTITION -

REFER TO PLAN

METAL FURRING

GYPSUM BOARD CONTROL

JOINT NON-RATED PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

GYPSUM BOARD

METAL STUD FRAMING

BACKER

ROD AND

SEALANT

CONTROL JOINT

GYPSUM BOARD CONTROL

JOINT 1 HOUR RATED

PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

GYPSUM BOARD

METAL STUD FRAMING

(2) LAYERS TYPE

"X" GYPSUM

BOARD

CONTROL JOINT

GYPSUM BOARD CONTROL

JOINT 2 HOUR RATED

PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

METAL STUD FRAMING

(2) LAYERS TYPE "X"

GYPSUM BOARD

CONTROL JOINT

(2) LAYERS TYPE

"X" GYPSUM

BOARD

NOTE:

MOUNT EQUIPMENT AS SHOWN UNLESS SPECIFIED OTHERWISE.

MAX TWO DEVICES IN ONE HIGHER MOUNT

LOCATION AT LATCH SIDE OF DOOR, PROVIDE RFI

IF MORE DEVICES ARE NECESSARY. WHERE THERE

IS ONE DEVICE, CENTER OVER LOWER DEVICE. (TO

BE WITHIN ADA HEIGHT). (IF SWITCH CANNOT BE

LOCATED ON LATCH SIDE, LOCATE ONE DOOR

LEAF AWAY ON HINGE SIDE.)

DOOR

LOW DEVICES

RECEPTACLEVOICE/DATA

MASONRY COURSING

(WHERE APPLICABLE)

LIGHT SWITCH

F.A. AUDIO/VISUAL

ALIGNMENT NOTES

• ALIGN AND LOCATE CLOSE TOGETHER ANY DEVICES INSTALLED WITHIN 6' HORIZONTALLY.

• CENTER ALL DEVICES WHERE INDICATED ON COLUMN WRAP OR BUMP OUT; STACK AND ALIGN VERTICALLY.

• INSTALL DEVICES AT HEIGHTS INDICATED IN SYMBOL LEGEND UNLESS STACKING PER THIS DETAIL.

• WHERE HEIGHT IS SPECIFICALLY NOTED ON FLOOR PLANS, USE THAT MOUNTING HEIGHT

• CENTER ON DOORFRAME OR WHITEBOARDS ANY DEVICES INDICATED ABOVE.

O R L

A N D

IN

G

F R O

M F

LO

O

R

F R O

M F

LO

O

R O

R L

A N D

IN

G

6' - 0" MIN.

4" MAX

CAMERAS, CLOCKS, WALL

OCCUPANCY SENSORS

WHITE BOARD (WHERE APPLICABLE -

VERIFY WITH DETAILS/PLANS PROPER

INSTALL HEIGHT) CENTER ANY SINGLE

DEVICE WITH CENTER OF WHITE BOARD

ANY DEVICES

SHOWN OVER DOOR

TO BE CENTERED.

EQ EQ

EQ EQ

F R O

M F

LO

O

R O

R L

A N D

IN

G

SHORT THROW PROJECTOR

WHERE APPLICABLE

~12"

FA PULL STATION - HINGE SIDE

OF DOOR 1-LEAF AWAY WITHIN

5'-0" OF EXTERIOR OR STAIR

DOORS, WHEN WALL MOUNT

STROBES ARE ON PROJECT,

ALIGN ABOVE.

WHEN DEVICES ARE WITHIN DIMENSION, STACK

HIGH/LOW VERTICALLY AND GROUP DEVICES AT

SAME HEIGHT. UNLESS DEVICES IS PART OF

TECHNOLOGY DETAIL GROUPING OR SERVING A

FURNITURE GROUP.

CASEWORK, COORDINATE DEVICE BOTTOM

TO BE 2" OVER BACKSPLASH OR OVER

COUNTERTOP (IF NO BACKSPLASH). FOR

LARGE FORMAT TILE, ALIGN EDGE OF DEVICE

WITH HORIZONTAL GROUT LINE CLOSEST TO

COUNTERTOP.

COORDINATE OUTLET LOCATIONS WITH

GROUT LINES, EDGE OF DEVICE ON GROUT

LINE IF POSSIBLE. COORDINATE WITH

INTERIOR DESIGN DRAWINGS.

TYPICAL COLUMN

ENCLOSURE, CHASE OR

BUMP-OUT WITH DEVICES

INDICATED IN PLANS.

EQ EQ

EQEQEQEQ

THERMOSTAT,

SENSORS OR AV

CONTROLLER, CARD

READER, ETC.

GENERAL PARTITION NOTES

1. NOT ALL WALL TYPES MAY BE USED ON PROJECT.

2. REFER TO CODE COMPLIANCE PLANS FOR LOCATIONS OF SMOKE AND FIRE-RATED

PARTITIONS.

3. ALL PARTITIONS EXTEND TO BOTTOM OF STRUCTURE, UNLESS NOTED OTHERWISE.

4. LINE OF STRUCTURE/DECK AS SHOWN AT THE HEAD CONDITION OF EACH PARTITION

TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION

CONDITIONS. TERMINATE RATED PARTITIONS AT UNDERSIDE OF STRUCTURAL DECK TO

MAINTAIN RATING. PROVIDE APPROPRIATE FRAMING AND GYPSUM BOARD TO OFFSET

AROUND STRUCTURE OR OTHER OBSTRUCTIONS, SUCH AS PIPING OR DUCTWORK.

5. PARTITIONS MAY TERMINATE AT STRUCTURAL MEMBERS WITH A RATING GREATER THAN

OR EQUAL THE PARTITION, PROVIDED THAT RATING IS CONTINUOUS TO STRUCTURAL

DECK ABOVE.

6. NON-RATED PARTITIONS THAT EXTEND TO STRUCTURE SHALL TERMINATE AT

UNDERSIDE OF STRUCTURAL DECK TO MAINTAIN A CONTINUOUS PLANE OF GYPSUM

BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER.

7. ALL PARTITIONS EXTENDING TO STRUCTURE ABOVE SHALL TERMINATE WITH

DEFLECTION TRACK - SEE TYPICAL DETAILS ON THIS SHEET.

8. ALL GYPSUM BOARD PARTITIONS NOT EXTENDING TO THE STRUCTURE MUST BE

BRACED.

9. UL DESIGN NUMBERS REFER TO THE FIRE RESISTANCE DIRECTORY; UNDERWRITERS

LABORATORY, LATEST EDITION.

10. MISCELLANEOUS NON-RATED CHASES TO BE 5/8" GYPSUM BOARD ON 3 5/8" METAL

STUD FRAMING AT 16" O.C., UNLESS NOTED OTHERWISE.

11. MISCELLANEOUS FURRING AROUND COLUMNS TO BE 5/8" GYPSUM BOARD ON 11/2"

STUDS, UNLESS NOTED OTHERWISE.

12. FIRE-RATED PARTITIONS TO HAVE FIRE-STOPPING SEALANTS AT HEAD, SILL JUNCTURE

WITH DISSIMILAR MATERIALS, ETC. AND AROUND ALL PENETRATIONS AND OPENINGS.

13. CONSTRUCT ALL PARTITIONS WITH SOUND ATTENUATION BATTS WITH THE FOLLOWING

SOUND BATT THICKNESS: 2 1/2" OR LESS METAL STUD - 1 1/2" THICKNESS, 3 5/8"

OR LARGER METAL STUD - 3" THICKNESS. UNLESS NOTED OTHERWISE.

1X

METAL STUD/FURRING, CH STUD AND WOOD STUD KEY

METAL STUD/FURRING

DESIGNATION SIZE

A GYPSUM BOARD DIRECT APPLIED TO CMU

B 7/8"

C 1 1/2"

D 1 5/8"

E 2 1/2"

F 3 1/2"

G 3 5/8"

H 4"

J 5 1/2"

K 6"

L 8"

M 10"

N 12"

P (OPEN)

Q (OPEN)

CH STUD

DESIGNATION SIZE

R 2 1/2"

S 4"

T 6"

PARTITION TYPE TAG (REFER TO FLOOR PLANS)

PARTITION TYPE

NUMBER

METAL STUD, FURRING OR

CH STUD FRAMING LETTER

FIRE-RATING, IF REQUIRED

1X

WOOD STUD

DESIGNATION SIZE

U 2"x4"

V 2"x6"

W 2"x8"

F

IL

E N

U M

B E

R

S T

A T

E I

N D

E X

N U

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E R

S

C o ns tr uc tio n

F in a l R e co rd

Is su e d f o r

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/2

ISSUED FOR DATE

UP

DN

UP

M

F

F

F

F

F

F

F

F

F

FF

F

F

F

F

F

F

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

EGRESS SYMBOLS

EGRESS EXIT NUMBER FROM ROOM OR SPACE

MAXIMUM NUMBER OF OCCUPANTS PERMITTED

BY EGRESS WIDTH

ROOM OR SPACE EGRESS IS FROM

TRAVEL DISTANCE : 100'-0"

PERMITTED TRAVEL DISTANCE - 200'-0"

EXISTING TRAVEL DISTANCE

TO EGRESS DOOR

PERMITTED MAXIMUM TRAVEL

DISTANCE PER CONDITION

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

DESIGNATION PARTITION RATING PRIORITY

EGRESS

Door #

EGRESS ROOM

XFE

XFEC

FE

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

3 HOUR 1

2 HOUR FIRE/SMOKE 2

2 HOUR 3

1 HOUR FIRE/SMOKE 4

1 HOUR 5

SMOKE RESISTANT 6

TOTAL SQUARE FEET SCHEDULE

TABLE 503 Allowable Building Heights and Areas

Type IV Construction, Mixed-Use A and B

= 63,000 Square Feet Allowed

Provided"

Existing (Remodel) = 26,376 square feet

Addition (New Construction) = 10,066 square feet

Total = 36,442 square feet

D G K L M P

E F H J N R SCBA T

TRAINING

READINESS

ADMINISTRATION

SUPPLY

GENERAL

OFFICE

VESTIBULE

STORAGE

PLATOON

PLATOON

OFFICE

CORRIDOR

CONFERENCE

VAULT

1 SARGENT

COMMANDER

LEARNING

Actual SF = 427

CHAIR TABLE

STORAGE

Actual SF = 795

WORKOUT

ROOM

NBC

TA 50 / OFFICE

PLATOON 1

PLATOON 2

PLATOON 3

COMM

CORRIDOR

SUPPLY ROOM

TOILET

CLOSET

ASSEMBLY

HALL

Actual SF = 1063

CLASSROOM

RECRUIT

SIPR

BREAK ROOM

CLOSET

MAIL

SCULLERY

HOT FOOD

PREP

COLD FOOD

PREP

MESS OFFICE

LAC

CLASSROOM

MEN'S

RESTROOM

MEN'S LOCKER

MEN'S

SHOWER

AV STORAGE

JAN

MENS TOILET

VESTIBULE

WOMENS

TOILET

STORAGE

PES 200

UNIFORM

STORAGE

SUPPLY OFFICE

VESTIBULE

FAMILY

RECRUIT

CORRIDOR

BUILDING

MAINTENANCE

WOMENS

TOILET

BOILER ROOM

SERVICE

OFFICE

COMPRESSOR

ROOM

SERVICE

PARTS / TOOLS

VESTIBULE

VESTIBULE

T R

A V E L D

IS

T A N

C E : 32' -

3"

P E R

M

IT

T E D

T R

A V E L D

IS

T A N

C E

200' - 2"

TRAVEL DISTANCE : 150' - 4"

PERMITTED TRAVEL DISTANCE - 200' - 0"

TRAVEL DISTANCE : 65' - 1"

PERMITTED TRAVEL DISTANCE - 200' - 0"

TRAVEL DISTANCE : 164' - 7"

PERMITTED TRAVEL DISTANCE - 200' - 0"

923 GROSS / 20

47 OCC

207 GROSS / 100

3 OCC

239 GROSS / 100

3 OCC

580 GROSS / 20

29 OCC

376 GROSS / 100

4 OCC

162 GROSS / 100

2 OCC

139 GROSS / 100

2 OCC

426 GROSS / 100

5 OCC

123 GROSS / 100

2 OCC

132 GROSS / 100

2 OCC

135 GROSS / 100

2 OCC

129 GROSS / 100

2 OCC

475 GROSS / 20

24 OCC

795 GROSS / 50

16 OCC

142 GROSS / 100

2 OCC

152 GROSS / 100

2 OCC

177 GROSS / 100

2 OCC

143 GROSS / 100

2 OCC

E G

R E

S S

E G

R E

S S

/4

1512 GROSS / 300

6 OCC

TRAVEL DISTANCE : 163' - 5"

PERMITTED TRAVEL DISTANCE - 200' - 0"

249 GROSS / 100

3 OCC

73 GROSS / 100

1 OCC

90 GROSS / 100

1 OCC

TRAVEL DISTANCE : 83' - 1"

PERMITTED TRAVEL DISTANCE - 200' - 2"

65 GROSS / 100

1 OCC

607 GROSS / 300

3 OCC

EGRESS

E G

R E

S S

591 GROSS / 300

2 OCC

2435 GROSS / 300

9 OCC

OVERALL

STORAGE SPACE

49 GROSS / 300

1 OCC

1063 GROSS / 20

54 OCC

376 GROSS / 100

4 OCC

253 GROSS / 200

2 OCC

388 GROSS / 200

2 OCC

297 GROSS / 200

2 OCC

297 GROSS / 300

1 OCC

E G

R E

S S

427 GROSS / 300

2 OCC (4

COUNTS,INCLUDING

ABOVE)

TRAVEL DISTANCE : 135' - 8"

PERMITTED TRAVEL DISTANCE - 200' - 2"

OCCUPANCY TYPE: ASSEMBLY OCCUPANCY TYPE: BUSINESS

E G

R E

S S

XFEC XFEC

XFEC

XFEC

XFE

XFE

XFE

FEC

FEC

FEC

FEC

F

IL

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B E

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1/8" = 1'-0"

G 101 CODE COMPLIANCE PLAN

MIDLAND ARMORY

KEY PLAN

SCALE: NO SCALE

EXISTING

NEW

F

IL

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U M

B E

R

S T

A T

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1. APPLICABLE CODES:

A. BUILDING CODE : 2015 MICHIGAN BUILDING CODE (NBC.)

B. MECHANICAL CODE: 2015 MICHIGAN MECHANICAL CODE (MMC).

C. PLUMBING CODE: 2015 MICHIGAN PLUMBING CODE (MPC).

D. ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

E. LIFE SAFETY CODE: 2015 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

F. MICHIGAN UNIFORM ENERGY CODE ADOPTING ASHRAE 90.1 - 2007 AS AMMENDED.

G. ACCESSIBILITY: 2012 MICHIGAN BUILDING CODE, CHAPTER 11 W/ ICC A 117.1 AND ADA REQUIREMENTS BASED ON THE 2021 ADA STANDARD FOR ACCESSIBILITY DESIGN. THE STATE DOES NOT PERFORM INSPECTION

2. OCCUPANCY USE GROUP:

MIXED USE WITH SEPERATION, USER A2 AND B

A - GROUP ASSEMBLY

B - GROUP BUSINESS

3. BUILDING SEPARATION:

2-HOUR

4. AUTOMATIC FIRE SPRINKLER

NONE

5. TYPE OF CONSTRUCTION (MBC)

TYPE: IV

6. BUILDING HEIGHT FOR GROUP B (MBC)

ALLOWABLE HEIGHT: 65 FEET (WHEN NOT FULLY SPRINKLEED)

ALLOWABLE STORIES: 5

7. BUILDING AREAS (ALLOWABLE)

ALLOWABLE SQUARE FOOTAGE = 63,000 S.F. (NON FULLY-SPRINKLED)

ACTUAL SQUARE FOOTAGE: 36,397 S.F.

8. STRUCTURAL FIRE RESISTANCE RATING $ SHAFTS (TABLE 503)

9. FIRESTOPPING AND SMOKE STOPPING:

FILL ALL HOLES AND JOIST IN FIRE RATED PARTITION AND FLOOR ASSEMBLIES AROUNDS ALL MECHANICAL, PLUMBING, FIRE PROTECTION PIPING, ELECTRICAL PENETRATIONS WITH FIRE RATED FIRESTOP MATERIALS OR PER SPECIFICATION IN DIVISION 7 AND PER ASTM E814. FILL GAPS BETWEEN TOP OF FIRE RATED WALLS AND FLOOR/ROOF DECKS ABOVE W/ FIRESTOPPING. SUBMIT FIRE STOP REPORTS AND PRODUCT LITERATURE AS REQUESTED BY AUTHORITIES HAVING JURISDICTIONS. MECHANICAL AND PLUMBING PENETRATIONS THROUGH SMOKE PARTITIONS SHALL BE SEALED SMOKE TIGHT WITH SMOKE RESISTIVE SEALANT. GAP AROUND PENETRATIONS THRU NON-RATED FLOOR ASSEMBLIES SHALL BE

SEALED W/ NON-COMBUSTIBLE FIRE SAFING SECURED IN PLACE (MBC 714.4.2).

10. FIRST EXTINGUISHERS:

PROVIDE AS SHOWN ON CODE PLANS

11. FIRE ALARM AND FIRE PROTECTION SYSTEMS SUBMISSION

PROVIDE FIRE ALARM SYSTEM THROUGHOUT BUILDING (907.2.2). VOICE ALARM SYSTEM SHALL BE PROVIDED, REQUIRED BY MBC 907.2.3 & LSC 12.3.4.3.3. FIRE ALARM SYSTEMS CONTRACTOR SHALL BE MICHIGAN CERTIFIED UNDER MICHIGAN ACT 144 AND SHALL SUBMIT SHOP DRAWINGS TO LARA BUREAU OF FIRE SERVICES FOR APPROVAL.

12. MEANS OF EGRESS:

A. OCCUPANT LOADS AND CAPACITIES: REFER TO CODE PLANS.

B. MAXIMUM EXIT ACCESS TRAVEL: 200 FEET, WITHOUT FIRE SPRINKLER. (TABLE 1017.2)

C. MAXIMUM COMMON PATH OF TRAVEL: 75 FEET (TABLE 1006.2.1)

D. MAXIMUM CORRIDOR DEAD END TRAVEL: 20 FEET (1020.4)

E. PANIC HARDWARE: ALL DOORS AND ON FLOOR AND EXITS FOR SERVING ROOMS / SPACES OF 50 OR MORE

OCCUPANTS SHALL BE PROVIDED WITH PANEL DEVICE

F. MEANS OF EGRESS LIGHTING: PROVIDE EMERGENCY EGRESS LIGHTING IN ALL MEANS OF EGRESS SPACES HAVING 2 OR MORE MEANS OF EGRESS, IN COMMON TOILET ROOMS AND AT EXTERUIR SIDE OF EXITS. PROVIDE PHOTOMETRIC PLAN BALCULATIONS OF LIGHTING LEVELS IN ACCORDANCE WITH MBC 1006.3.1 TO AND REQUESTED BY

AUTHORITIES HAVING JURIDICTION.

G. CORRIDORS

CORRIDORS FIRE - RESISTANCE RATING B, OCCUPANCY REQUIRES A FIRE RESISTANCE OF 0 HOURS. MINIMUM CORRIDOR WIDTH BE 44 INCHES. WHERE AN OCCUPANT LOAD IS LESS THAN 50, MINIMUM CORRIDOR WIDTH SHALL

BE 36 INCHES.

13. OCCUPANT LOAD

PLUMBING FIXTURE COUNT - MICHICAGN PLUMBING CODE

USER GROUP A-2 - 118 Total Occupants USER GROUP B - 129 Total Occupants

Water Closet Required: Water Closet Required:

1 per 40 male = 3 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 male = 4 1 per 40 female = 3 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 female = 4

Lavatories Required: Lavatories Required:

1 per 75 male = 2 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 male = 3 1 per 75 female = 2 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 female = 3

Drinking Fountains Required: Drinking Fountains Required:

1 per 500 = 1 1 per 100 = 2

Service Sink: 1 per building

Total Fixtures Required Provided

Water Closets: 14 total 15 7 male 5 toilets + 5 urinals 7 female 5 toilets

Lavatories: 10 total 11 5 male 7

5 female 4

Drinking Fountains: 3 3

Service Sink: 1 1

FUNCTION OF SPACE ROOM NUMBER NUMBER OF OCCUPANTS

BUSINESS OCCUPANCY (USER B)

STORAGE 100 2

UNIFORM STORAGE 202 6

CHAIR TABLE/MEZZANINE 134 4

VAULT 204 3

SUPPLY ROOM (STORAGE) 205 9

SUPPLY OFFICE 210 2

CONFERENCE 214 4

OFFICE 215 2

OFFICE 217 2

OFFICE 218 2

LEARNING 219 24

OFFICE 221 2

OFFICE 222 2

STORAGE 224 1

OFFICE 225 2

OFFICE 226 2

OFFICE 227 5

OFFICE 228 2

OFFICE 229 2

BREAK ROOM 128 29

SIPR (OFFICE) 129 1

MAIL (OFFICE) 130 1

FAMILY (OFFICE) 131 3

LACTATION ROOM 132 1

WORKOUT ROOM 133 16

BUSINESS OCCUPANTS TOTAL 129

ASSEMBLY OCCUPANCY (USER A)

RECRUIT OFFICE 127 3

RECRUIT OFFICE 124 3

CLASSROOM 115 47

CLASSROOM 114 54

BLDG MAINTENANCE 110 1

SCULLERY 104 2

HOT FOOD PREP 103 2

COLD FOOD PREP 102 2

MESS OFFICE 101 4

ASSEMBLY OCCUPANTS TOTAL 118

TOTAL OCCUPANT 257

Airport Road (70' ROW)

S89°45'37"E 1320.40'

N89°37'09"W 1320.72'

N

°0 4'

"W

.8 1'

N

°0 6'

"W

.0 7'

N ln, S 30 acres, SW 1/4, SE 1/4

E ln

, S W

/4

, S E

1/

N -S

/4 li ne

FF-630.02

FF-630.00

FF-633.98

FF-633.97

FF-630.03FF-627.05

FF-628.68

FF-629.32

brick building brick building brick building metal building

Restricted area L1571, Pg 22

L2

, P g4

EX. CURB (REM.)

EX. GRAVEL (REM.)

Water Elevation 622.90 measured on 11/5/2021

GENERAL NOTES:

1. Utilities shown are approximate locations derived from actual measurements. They should not be interpreted to be exact locations nor should it be assumed that they are the only utilities in this area.

2. Coordinates are Michigan State Plane South coordinate system, elevations are City of Midland Vertical Datum (1.90' above NAVD88 Geoid18), both based on MDOT CORS.

3. LEGAL DESCRIPTION: Per Transnation Title Agency of Michigan Grand Rapids Division, File No. 359887GRS

All that part of the South 30 acres of the Southwest 1/4 of the Southeast 1/4 of Section 32, Township 15 North, Range 2 East, Larkin Township, Midland County, Michigan, lying North of a line 195 feet Northerly of measured at right angles and parallel to the survey line of Highway U.S.

10 relocated.

The Survey line of Highway U.S. 10 relocated is described as: Beginning at a point on the West Section line of said Section 32, Township 15 North, Range 2 East, Larkin Township, Midland County, Michigan, which is North 0°03'26" East a distance of 409.60 feet from the Southwest corner of said Section 32; thence South 89°31'34" East a distance of 5,264.53 feet to the East Section line of Section 32 and a point of ending.

Easements: Per Transnation Title Agency of Michigan Grand Rapids Division, File No. 359887GRS

Schedule B - Section II

12. Declaration of Restrictive Covenant for a Restricted Nonresidential Corrective Action as recorded in Liber 1571, Page 22. (Affects the subject property and shown hereon. Contaminated soils/water area.)

13. Easement granted to Consumers Energy Company recorded in Liber 119 of Deeds, Page 165.

(Easement over the south 60' of the SW 14, of SE 14 of Sec 32, T15N, R2E. Said property is approximately 600' south of subject property (Wackerly Road). Does not affect the subject property.)

14. Terms, conditions and provisions which are recited in the Notice of Filing of Determination of Necessity and Taking Possession of Lands recorded in Liber 239 of Deeds, Page 417. (ROW for Airport Road. Lies adjacent to the south property line of subject property, allowing access to subject property. Affects subject property and shown hereon.

Existing Storm Sewer Number Type Rim Invert

1359 Round CB 628.87 12" W - 626.21

1102 Round CB 631.76 12" N, S - 627.41

1061 Round CB 627.84 no visible outlet

1756 Round CB 627.85 12" SE - 623.91

12" NW - 623.69

1970 Round CB 628.42 12" NW - 624.45 12" E - 624.50

2042 Round CB 628.64 12" W - 625.65

1781 Round CB 627.17 6" E - 623.82

2230 Round CB 626.89 6" N - 624.66

Existing Sanitary Sewer Number Rim Invert

2231 629.17 8" N, E, W - 619.67 8" S - 620.12

1663 629.19

8" N - 621.39 8" S - 621.49 8" W - 621.79 6" W - 623.39

1494 629.49 8" N, E - 622.40

1729 628.45 6" NW, E, S - 624.53

Symbol Legend Symbol Denotes

Benchmark

Curb inlet

Round CB

Reference point

Cable pedestal

Culvert

Deciduous tree

Iron

Fiber optic marker

Gas line marker

Gas meter

Guy anchor

Handhole

Hydrant

Light pole

Mailbox

Manhole

Post/bollard

Rock

Soil boring

Section corner

Sign

Sanitary MH

Telephone MH

Telephone pedistal

Power pole

Water valve

Water meter

Water well

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BM#1

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BM#2

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REMOVAL LIMIT (TYP.)

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REMOVAL LIMIT (TYP.)

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REMOVAL LIMIT

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REMOVE EXISTING CATCH BASIN AND BULKHEAD WEST INV.

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REMOVE STORM SEWER DURING PROP. STORM SEWER INSTALLATION

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PROTECT LIGHT POLE DURING STORM SEWER INSTALLATION

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PROTECT LIGHT POLE DURING STORM SEWER INSTALLATION

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REMOVE AND REPLACE FENCE FOR STORM SEWER INSTALLATION

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REMOVAL LIMIT (TYP.)

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REMOVAL LIMIT (TYP.)

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REMOVE AND SALVAGE GUARDRAIL FOR RE-INSTALLATION; REFER TO SITE PLAN

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REMOVE AND SALVAGE LIGHT POLE, COORDINATE WITH ELEC. PLANS

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PROTECT CULVERT

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REMOVAL LIMIT (TYP.)

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REMOVAL LIMIT (TYP.)

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REMOVAL LIMIT (TYP.)

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REMOVAL LIMIT (TYP.)

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COORDINATE RELOCATION OF U.G. UTILITIES

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COORDINATE SYSTEM :

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ZONE :

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ELLIPSOID :

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HORIZONTAL DATUM :

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VERTICAL DATUM :

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GEOID :

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UNITS :

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PROJECT COMBINED SCALE FACTOR (PCSF) = 0.999997794587

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GROUND DISTANCE = GRID DISTANCE/PCSF

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STATE PLANE GRID

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MICHIGAN SOUTH 2113

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GRS 80

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NAD 83 (2011)

AutoCAD SHX Text NAVD 88 (Adjusted 1.90' above NAVD88 to get to City of Midland Vertical Datum)

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GEOID 18

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INTERNATIONAL FEET

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PROJECT DATUM INFORMATION

AutoCAD SHX Text PHONE: (616) 364-8491 info@preinnewhof.com

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PN# 2210836

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REMOVAL LEGEND

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LIMITS OF REMOVALS

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PROTECT UTILITY

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1. REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR PARTIAL REMOVAL, REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR PARTIAL REMOVAL, RECONSTRUCTION & RECONNECTION TO ALL EXISTING BUILDINGS, PRIVATELY OWNED. 2. PROTECT ALL EXISTING SITE SIGNS WITHIN THE CONSTRUCTION LIMITS (TRAFFIC, PARKING PROTECT ALL EXISTING SITE SIGNS WITHIN THE CONSTRUCTION LIMITS (TRAFFIC, PARKING & INFORMATIONAL, ETC.), UNLESS NOTED OTHERWISE ON THE DRAWINGS OR AS DIRECTED BY THE OWNER TO BE REMOVED & DISPOSED OF ENTIRELY. 3. PROTECT & SALVAGE EXISTING BUILDING IDENTIFICATION SIGN(S), FLAGPOLE, MONUMENT PROTECT & SALVAGE EXISTING BUILDING IDENTIFICATION SIGN(S), FLAGPOLE, MONUMENT MARKERS & DUMPSTERS WITHIN THE CONSTRUCTION LIMITS FOR RELOCATION OR RETURN TO OWNER, UNLESS NOTED OTHERWISE ON THE DRAWINGS OR REMOVE AND DISPOSED IN ENTIRETY AS DIRECTED BY THE OWNER. 4. COORDINATE SITE ELECTRICAL REMOVALS WITH WITH ALL ELECTRICAL PLANS FOR ANY COORDINATE SITE ELECTRICAL REMOVALS WITH WITH ALL ELECTRICAL PLANS FOR ANY REMOVAL OR RELOCATION OF SITE ELECTRICAL ITEMS, COORDINATE WITH ALL PROPOSED SITE ELECTRICAL UTILITIES. 5. REFER TO INDIVIDUAL UTILITY PLANS FOR ANY MODIFICATIONS TO EXISTING UTILITIES REFER TO INDIVIDUAL UTILITY PLANS FOR ANY MODIFICATIONS TO EXISTING UTILITIES THAT ARE TO REMAIN. 6. REMOVE ALL UTILITY STRUCTURE MANHOLES & CATCH BASINS SHOWN TO BE REMOVED REMOVE ALL UTILITY STRUCTURE MANHOLES & CATCH BASINS SHOWN TO BE REMOVED IN THEIR ENTIRETY. RAISE OR LOWER STRUCTURES TO REMAIN (WHETHER NOTED OR NOT) TO MATCH PROPOSED FINISH GRADES. THIS INCLUDES, BUT IS NOT LIMITED TO, SANITARY, STORM, WATER, ELECTRICAL, COMMUNICATIONS, GATE VALVE BOXES & HAND HOLES. 7. PROTECT OR SALVAGE FOR RE-USE ALL EXISTING FIRE HYDRANTS & GATE VALVES TO PROTECT OR SALVAGE FOR RE-USE ALL EXISTING FIRE HYDRANTS & GATE VALVES TO BE REMOVED OR SALVAGED AND RELOCATED, AND CLASSIFIED IN GOOD WORKING CONDITION ACCORDING TO THE UTILITY OWNER, FOR RE-USE. FINAL APPROVAL OF THE RE-USE OF ANY SALVAGED FIRE HYDRANT OR GATE VALVE MUST BE GIVEN BY THE UTILITY OWNER. 8. ANY CITY/MUNICIPAL/UTILITY OWNED UNDERGROUND SERVICES (GAS, WATER, SANITARY, ANY CITY/MUNICIPAL/UTILITY OWNED UNDERGROUND SERVICES (GAS, WATER, SANITARY, ETC) SHOWN TO BE REMOVED MUST BE DONE SO IN THEIR ENTIRETY & AS INDICATED ON THE DRAWINGS. CAP/BULKHEAD ALL REMAINING PORTIONS AT THE PROPERTY LINE PER CITY/MUNICIPAL/UTILITY COMPANY STANDARDS. THE CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS & PROVIDE ADVANCED NOTICE TO CITY/MUNICIPAL/UTILITY COMPANY PRIOR TO DISTURBANCE OF SAID UTILITY SERVICES. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE & ISOLATE ANY UNDERGROUND IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE & ISOLATE ANY UNDERGROUND LAWN/PLANTING BED IRRIGATION SYSTEMS PRIOR TO CONSTRUCTION TO PREVENT DAMAGE TO THE EXISTING IRRIGATION SYSTEMS THAT ARE TO REMAIN IN GROUND & OPERABLE. ANY LAWN OR PLANTING BED IRRIGATION SYSTEMS THAT ARE DAMAGED BY CONSTRUCTION MUST BE REPLACED WITH LIKE TO THE OWNER'S SATISFACTION & AT NO ADDITIONAL COST. 10. FIELD VERIFY THE PURPOSE & LOCATION OF UNDERGROUND ELECTRICAL, TELECOM & FIELD VERIFY THE PURPOSE & LOCATION OF UNDERGROUND ELECTRICAL, TELECOM & FIBER OPTIC UTILITIES & RELOCATE AS REQUIRED PRIOR TO COMMENCEMENT DEMOLITION SUCH THAT THE OWNER DOES NOT EXPERIENCE ANY "OUTAGES" OR "FAILURES" WITH THEIR INTERNAL ELECTRICAL, TELEPHONE, SECURITY OR COMPUTER SYSTEMS. REPAIR ANY CONTRACTOR-CAUSED DAMAGES AT NO COST TO THE OWNER. REFER TO THE ELECTRICAL SITE PLAN FOR COORDINATION. 11. FILL ALL PIPES CALLED TO BE ABANDONED ON THE DRAWINGS WITH FLOWABLE FILL. FILL ALL PIPES CALLED TO BE ABANDONED ON THE DRAWINGS WITH FLOWABLE FILL. MEASURE VOLUME OF FILL DURING TIME OF CONSTRUCTION & SUBMIT TO ENGINEERS FOR REVIEW. 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES & FOR THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES & FOR LOCATING THE DEPTH & PLACEMENT OF ANY AND ALL UTILITIES WITHIN THE CONSTRUCTION WORK LIMITS. PROCEED WITH CAUTION WHEN WORKING WITH & AROUND THESE UTILITIES. THE COST TO REPAIR DAMAGE TO ANY UTILITIES (SEWERS, WATER, GAS, ELECTRICAL, UNDERDRAIN SYSTEMS, & SPRINKLER SYSTEMS, ETC.), KNOWN OR OTHERWISE, WILL BE BORNE SOLELY BY THE CONTRACTOR. IT IS THE OWNER'S RESPONSIBILITY TO ACCEPT & APPROVE SAID REPAIRS OF THE DAMAGED UTILITY. 13. REMOVAL OF ANY EXISTING CHAINLINK FENCE INCLUDES THE REMOVAL OF CONCRETE REMOVAL OF ANY EXISTING CHAINLINK FENCE INCLUDES THE REMOVAL OF CONCRETE FOOTINGS WITH THE EMBEDDED POSTS. COORDINATE THE LIMITS OF EXISTING CHAINLINK FENCE REMOVALS WITH THE LIMITS OF PROPOSED CHAINLINK FENCE. REFER TO LANDSCAPE DRAWINGS FOR COORDINATION. 14. RETAINING WALLS THAT ARE SHOWN TO BE SAWCUT & REMOVED MUST BE DONE SO RETAINING WALLS THAT ARE SHOWN TO BE SAWCUT & REMOVED MUST BE DONE SO ENTIRELY & INCLUDES ANY FOOTINGS & FOOTING DRAINS, UNLESS NOTED OTHERWISE SPECIFIED ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING THE EXTENT OF REMOVALS BELOW GRADE & IS RESPONSIBLE FOR PROTECTING ANY REMAINING PORTIONS OF THE RETAINING WALLS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. 15. FULL DEPTH SAWCUT CONCRETE WALKS, PAVING AND CURB & GUTTER SHOWN TO BE FULL DEPTH SAWCUT CONCRETE WALKS, PAVING AND CURB & GUTTER SHOWN TO BE REMOVED AT THE NEAREST EXISTING JOINT & REMOVE. 16. CONTRACTOR TO COORDINATE WITH OWNER REGARDING THEIR NEED FOR EXCESS SOIL CONTRACTOR TO COORDINATE WITH OWNER REGARDING THEIR NEED FOR EXCESS SOIL SPOILS ON SITE. IF THE OWNER DOES NOT WANT THE SOIL, THE CONTRACTOR IS TO REMOVE THE SOIL AND HAUL DISPOSE OF IT OFFSITE. 17. REMOVE TREE AND STUMPS IN THEIR ENTIRETY AS IDENTIFIED ON THE DRAWINGS & REMOVE TREE AND STUMPS IN THEIR ENTIRETY AS IDENTIFIED ON THE DRAWINGS & WHEN FOUND IN THE FIELD & LOCATED WITHIN THE CONSTRUCTION AREA, OR AS DIRECTED BY THE OWNER. 18. REMOVAL OF LANDSCAPE AREAS AROUND BUILDINGS & THE SITE THAT ARE CALLED OUT REMOVAL OF LANDSCAPE AREAS AROUND BUILDINGS & THE SITE THAT ARE CALLED OUT TO BE REMOVED INCLUDES THE REMOVAL OF EDGING OR FENCING AND ANY ASSOCIATED PLANTINGS. REFER TO LANDSCAPE PLANS & SPECIFICATIONS FOR CARE OF AND RELOCATION OF ANY PLANT MATERIAL 19. REMOVE ANY EXISTING AGGREGATE BASE OR DELETERIOUS MATERIALS BENEATH ALL REMOVE ANY EXISTING AGGREGATE BASE OR DELETERIOUS MATERIALS BENEATH ALL PROPOSED LAWNS AND LANDSCAPE PLANTING AREAS. (NOT ALL ITEMS NOTED MAY PERTAIN TO ALL PROJECT SITES)

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SITE REMOVAL NOTES

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AutoCAD SHX Text BM#1 ELEVATION 632.40 ELEVATION 632.40 TOP OF SW CORNER OF LIGHT POLE BASE BM#2 ELEVATION 630.93 ELEVATION 630.93 MAG NAIL IN TOP OF EAST SIDE OF LIGHT POLE BASE

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BENCHMARKS

Water Elevation 622.90 measured on 11/5/2021

Airport Road (70' ROW)

S89°45'37"E 1320.40'

N89°37'09"W 1320.72'

N

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FF-630.02

FF-630.00

FF-633.98

FF-633.97

FF-630.03FF-627.05

FF-628.68

FF-629.32

brick building brick building brick building metal building

Restricted area L1571, Pg 22

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PROPOSED 9,907 SFT BUILDING ADDITION

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EXISTING ARMORY BUILDING

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EX. GARAGE DOORS

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RELOCATED TRANSFORMER PAD

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PROPOSED GENERATOR PAD

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PROPOSED 24-FOOT ROLLING GATE PER DETAIL C50

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PROPOSED 6-FOOT TALL CHAIN LINK FENCE PER DETAIL C51, C52, AND C53

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PROPOSED 24" MINIMUM HIGH FREE-STANDING FORCE PROTECTION WALL; REFER TO DETAIL

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T1 (TYP. OF 6)

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M21 (TYP. OF 6)

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PROPOSED GATE PER DETAIL C51

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REPLACE CONC. PAD

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PLACE: SALVAGED GUARDRAIL AND POSTS OR INSTALL NEW

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PLACE: SALVAGED GUARDRAIL

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FILL AREA, STABILIZE WITH MULCH BLANKET AND SEED

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PROP. NEW EDGE OF GRAVEL PARKING LOT

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PROP. NEW EDGE OF GRAVEL PARKING LOT

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PROP. NEW EDGE OF GRAVEL PARKING LOT

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PLACE: SALVAGED LIGHT POLE, COORDINATE WITH ELEC. PLANS

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PROPOSED 24" MINIMUM HIGH FREE-STANDING FORCE PROTECTION WALL; REFER TO DETAIL

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HEAVY DUTY CONCRETE PAD FOR DUMPSTER

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6" BOLLARD (TYP. OF 2)

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6" BOLLARD (TYP. OF 4)

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LIGHT POLE, TYP. OF 5 (REFER TO AE PLANS)

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FROST SLAB AT DOOR

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FROST SLAB AT DOOR

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FROST SLAB AT DOOR

AutoCAD SHX Text water level 622.25

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ex. overflow and high water level 623.60

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EXISTING STORAGE

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PROPOSED STORAGE

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EXISTING PROFILE

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PROPOSED PROFILE

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PROPOSED GUARDRAIL

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EXISTING GRAVEL PARKING LOT

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PROPOSED GRAVEL PARKING LOT

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EXISTING APPROXIMATE POND BOTTOM = ~619.60

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LEAVE EXISTING RETENTION POND IN PLACE

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PROPOSED BOTTOM: 1 PERCENT SLOPE TO WEST

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PROPOSED 1V:4H SIDE SLOPE

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1. SEE ELECTRICAL PLANS FOR LOCATION AND DETAILS ON SITE SEE ELECTRICAL PLANS FOR LOCATION AND DETAILS ON SITE LIGHTING AND TRANSFORMER. 2. REFER TO SPECIFICATIONS FOR BITUMINOUS PAVEMENT MIX REFER TO SPECIFICATIONS FOR BITUMINOUS PAVEMENT MIX REQUIREMENTS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE STOOP REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE STOOP CONNECTION DETAILS AND DUMPSTER ENCLOSURE DETAILS. 4. REFER TO SPECIFICATIONS FOR PAVEMENT EXPANSION AND REFER TO SPECIFICATIONS FOR PAVEMENT EXPANSION AND CONTROL JOINTS. 5. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND DETAILS REFER TO MECHANICAL DRAWINGS FOR LOCATION AND DETAILS OF EQUIPMENT PADS. 6. ALL BUILDING WORKING POINTS AND REFERENCE POINTS ARE ALL BUILDING WORKING POINTS AND REFERENCE POINTS ARE GIVEN AT THE OUTSIDE CORNER OF BUILDING. 7. COORDINATE WITH IRRIGATION AND ELECTRICAL CONTRACTOR COORDINATE WITH IRRIGATION AND ELECTRICAL CONTRACTOR FOR SIZE AND PLACEMENT OF ALL SLEEVES PRIOR TO PAVING, CONCRETE AND RESTORATION WORK. 8. STANDARD PAVEMENT MARKINGS SHALL BE YELLOW. BARRIER STANDARD PAVEMENT MARKINGS SHALL BE YELLOW. BARRIER FREE PAVEMENT MARKINGS SHALL BE BLUE 9. RESTORE ALL AREAS WITH 4" TOPSOIL & SEED OR AS RESTORE ALL AREAS WITH 4" TOPSOIL & SEED OR AS SPECIFIED ON PLANS

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SITE LAYOUT NOTES

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AutoCAD SHX Text ZONING = RC (REGIONAL COMMERCIAL) = RC (REGIONAL COMMERCIAL) PROPOSED ADDITION (S.F.) = 9,900 = 9,900 9,900 PROPOSED ADDED PARKING = 150 STALLS = 150 STALLS ADDED BARRIER FREE PARKING= 6 STALLS

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SITE DATA

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TRAFFIC FLOW

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PARKING STALL COUNT

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BARRIER FREE RAMP

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PARKING AREA STRIPING ISLAND

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STANDARD DUTY CONCRETE PAVEMENT

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STANDARD DUTY BITUMINOUS PAVEMENT

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TRANSITION FROM NORMAL TO REVERSE SLOPE GUTTER SECTION (5' TRANSITION LENGTH)

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SIGN

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CONCRETE STRAIGHT CURB

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CONCRETE CURB & GUTTER

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LIGHT POLE (REFER TO AE PLANS)

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GRAVEL PAVEMENT

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H.D. CONCRETE PAVEMENT

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SITE LEGEND LAYOUT

AutoCAD SHX Text

HEAVY DUTY BITUMINOUS PAVEMENT

AutoCAD SHX Text A5 STANDARD DUTY BITUMINOUS PAVEMENT SEE DETAIL A5 STANDARD DUTY BITUMINOUS PAVEMENT SEE DETAIL A5 SEE DETAIL A5 A28 BUTT JOINT SEE DETAIL A28 BUTT JOINT SEE DETAIL A28 SEE DETAIL A28 C3 TYPE 1 CURB AND GUTTER SEE DETAIL C3 TYPE 1 CURB AND GUTTER SEE DETAIL C3 SEE DETAIL C3 C9 STANDARD DUTY CONCRETE WALKWAY/PAVEMENT SEE DETAIL C9 STANDARD DUTY CONCRETE WALKWAY/PAVEMENT SEE DETAIL C9 SEE DETAIL C9 C10 HEAVY DUTY CONCRETE/PAVEMENT SEE DETAIL C10 HEAVY DUTY CONCRETE/PAVEMENT SEE DETAIL C10 SEE DETAIL C10 C28 CONCRETE FLUSH TURNED DOWN WALK SEE DETAIL C28 CONCRETE FLUSH TURNED DOWN WALK SEE DETAIL C28 SEE DETAIL C28 C29 CONCRETE TURNED DOWN WALK SEE DETAIL C29 CONCRETE TURNED DOWN WALK SEE DETAIL C29 SEE DETAIL C29 C36 BARRIER FREE CONCRETE WALK RAMP SEE DETAIL C36 BARRIER FREE CONCRETE WALK RAMP SEE DETAIL C36 SEE DETAIL C36 M21 MISCELLANEOUS BARRIER FREE SYMBOL SEE DETAIL M21 MISCELLANEOUS BARRIER FREE SYMBOL SEE DETAIL M21 SEE DETAIL M21 M22 BARRIER-FREE PARKING SPACE LAYOUT SEE DETAIL M22 BARRIER-FREE PARKING SPACE LAYOUT SEE DETAIL M22 SEE DETAIL M22 M23 BARRIER-FREE PARKING SPACE LAYOUT - VAN SEE DETAIL M23 BARRIER-FREE PARKING SPACE LAYOUT - VAN SEE DETAIL M23 SEE DETAIL M23 T1 BARRIER FREE PARKING SIGN SEE DETAIL T1BARRIER FREE PARKING SIGN SEE DETAIL T1SEE DETAIL T1

AutoCAD SHX Text

SITE LAYOUT KEY

AutoCAD SHX Text PHONE: (616) 364-8491 info@preinnewhof.com

AutoCAD SHX Text

PN# 2210836

AutoCAD SHX Text CROSS SECTION A-a

AutoCAD SHX Text

SCALE : 1" = 40' HORIZONTAL 1" = 2' VERTICAL

AutoCAD SHX Text CROSS SECTION A-a

AutoCAD SHX Text A

AutoCAD SHX Text a

AutoCAD SHX Text

PROPOSED POND EXTENSION REFER TO GRADING PLAN

AutoCAD SHX Text WITHIN EACH SOIL BORING, WHERE SHOWN, SOIL SAMPLES WERE OBTAINED BY…