511.21337.CAK RENOVATE ARMORY - BIG RAPIDS Drawings CD volume a.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000114
- Issued by
- Mecosta County, Michigan
About this file
This document contains the construction drawings and related attachments for the Renovate Armory - Big Rapids project, which is a state and local contract opportunity for the State of Michigan, Department of Military and Veterans Affairs, Construction and Facilities Management Office.
The project involves the renovation of the Big Rapids Armory located at 15900 190th Avenue in Big Rapids, Michigan. The construction documents cover a range of disciplines including civil, architectural, structural, mechanical, plumbing, and electrical work. Key details include a total finished project area of 29,724 square feet, a construction type of III-B, and the use of mixed-use separated occupancies including A-3, B, and S-2. The bid documents were issued on December 9, 2022, and the bid due date is to be determined. The contract will be awarded by the State of Michigan Department of Technology, Management and Budget.
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RENOVATE ARMORY - BIG RAPIDS
STATE OF MICHIGAN, DEPARTMENT OF MILITARY AND VETERANS AFFAIRS,
CONSTRUCTION AND FACILITIES MANAGEMENT OFFICE, 3423 N. MARTIN
LUTHER KING JR. BLVD. LANSING, MICHIGAN 48906-2934
Big Rapids, Michigan
CONSTRUCTION DOCUMENTS
D E
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M B
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J W
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K H
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-5
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R a p id s, M ic h ig a n
DRAWING INDEX
CIVIL CONSULTANT
220 HOOVER BOULEVARD
HOLLAND, MICHIGAN 49423-3766
PHONE: 616.392.5938
FAX: 616.392.5938
DMVA - DEPARTMENT OF
MILITARY AND VETERAN AFFAIRS
15900 190TH AVENUE
BIG RAPIDS, MI 49307
INTERIORS
I 001 MATERIAL SELECTION SCHEDULE & TYPICAL DETAILS
I 101 FIRST FLOOR FINISH PLAN
I 401 ENLARGED FINISH PLANS
FURNITURE
F 101 FIRST FLOOR FURNITURE PLAN
MECHANICAL & PLUMBING GENERAL
MP 001 MECHANICAL & PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL
NOTES
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 MECHANICAL ROOF PLAN
M 201 FIRST FLOOR HVAC PIPING PLAN
M 501 MECHANICAL SCHEDULES AND DETAILS
M 502 MECHANICAL SCHEDULES AND DETAILS
M 601 TEMPERATURE CONTROLS
M 602 TEMPERATURE CONTROLS
M 603 TEMPERATURE CONTROLS DETAILS & SCHEDULES
ELECTRICAL SITE
E 001 ELECTRICAL SYMBOLS AND GENERAL NOTES
ELECTRICAL DEMOLITION
ED 101 SITE ELECTRICAL DEMOLITION PLAN
ED 102 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
ELECTRICAL SITE
E 010 ELECTRICAL SITE PLAN
ELECTRICAL
E 101 FIRST FLOOR POWER PLAN
E 150 ROOF POWER PLAN
E 201 FIRST FLOOR LIGHTING PLAN
E 401 ELECTRICAL ONE LINE
E 421 SITE PHOTOMETRIC PLAN
E 422 BUILDING PHOTOMETRIC PLAN
E 423 LIGHTING SCHEDULES AND DETAILS
GENERAL
G 001 COVER SHEET
G 002 TYPICAL SYMBOLS, GENERAL NOTES, INTERIOR PARTITION TYPES &
DEVICE ALIGNMENT GUIDELINES
G 101 FIRST FLOOR CODE COMPLIANCE PLAN
G 102 CODE COMPLIANCE INFORMATION
CIVIL DEMOLITION
CD 101 CIVIL DEMOLITON PLAN
CIVIL
C 101 CIVIL SITE PLAN
C 201 GRADING, DRAINAGE, & SESC PLAN
C 501 CIVIL GENERAL DETAILS
LANDSCAPE
L 101 SITE PLAN FENCING & LANDSCAPE
STRUCTURAL
S 001 GENERAL NOTES
S 002 SPECIAL INSPECTIONS
S 003 TYPICAL DETAILS
S 004 TYPICAL DETAILS
S 101 FOUNDATION PLAN
S 201 FRAMING PLAN
S 301 FOUNDATION DETAILS
S 401 FRAMING DETAILS
ARCHITECTURAL DEMOLITION
AD 101 DEMOLITION FLOOR PLAN
AD 201 DEMOLITION REFLECTED CEILING PLAN
AD 301 DEMOLITION ELEVATIONS
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 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, FRAMING ELEVATIONS, HEAD AND JAMB DETAILS
BUILDING: 2015 MICHIGAN BUILDING CODE
ENERGY: 2015 MICHIGAN ENERGY CODE
PLUMBING: 2018 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 SEPERATED OCCUPANCY: A-3, B, S-2
CONSTRUCTION TYPE: III-B
AUTOMATIC SPRINKLERS: NONE
PROJECT AREA
TOTAL FINISHED PROJECT: 29,724 SQ. FT.
REFERENCED CODES
4 EAST FULTON STREET, SUITE 200
GRAND RAPIDS, MICHIGAN 49503
PHONE: 616.456.9944
FAX: 616.456.5936
SITE
ISSUED FOR DATE
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"
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
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
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.
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. STUD WALLS SPANNING OVER 12'-0" IN HEIGHT SHALL BE A MINIMUM OF 20 GAGE.
10. STUD WALL 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.
T O
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1 1/2" = 1'-0"
FIRE RATED WALL PLAN DETAILS
3/4" = 1'-0"
INTERIOR PARTITION TYPES
NOT TO SCALE
DEVICE ALIGNMENT GUIDELINES
UP
DN
UP
UP
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
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C O
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WAP WAP
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
AED
AUTOMATED EXTERNAL DEFIBRILLATIOR (AED)
RECESSED 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) = 27,264 square feet
Addition (New Construction) = 2,589 square feet
Total = 29,853 square feet
EXISTING 4 HOUR WALL
MECHANICAL
ROOM
PERSONAL
EQUIPMENT
STORAGE
POL STORAGE
VEHICLE
STORAGE
NBC
SUPPLY NCO
ARMS VAULT
PHYSICAL
TRAINING
ROOM
CHAIR AND
TABLE
STORAGE
FAMILY
SUPPORT
CLASSROOM
COMPUTER
EQUIPMENT
ROOM
103A
MAINTENANCE
AND STORAGE
KITCHEN
PANTRY
104C
KITCHEN
OFFICE
104B
DLC
RECRUITER
106A
LOBBY
ADMINISTRATION
OFFICE
OFFICE
MALE TOILET
ROOM
SCULLERY
104A
CLASSROOM
OFFICE - PLTN
OFFICE - PLTN
OFFICE - PLTN
OFFICE - PLTN
OFFICE - PLIN
OFFICE - 1SGT
OFFICE - CMDR
FAMILY
READINESS
106B
ARM VAULT
ADDITION
UNIT STORAGE
MALE SHOWER
FEMALE
SHOWER
FEMALE TOILET
ROOM
OFFICE
103B
ASSEMBLY
AREA
STORAGE
ROOM
OLD LOADING
AREA
CORRIDOR
91 GROSS / 100
1 OCC.
TR
AVEL D
IS
TANCE :
54'
9"
PERM
IT
TED
T
RAVEL
DIS
TANC
E -
0'
0"
T R
A V
E L D
IS
T
A N
C E
P E
R M
IT
T
E D
T R
A V
E L D
IS
T
A N
C E
634 GROSS / 200
4 OCC.
91 GROSS / 100
1 OCC.
122 GROSS / 100
2 OCC.
343 GROSS / 100
4 OCC.
166 GROSS / 100
2 OCC.
517 GROSS / 100
6 OCC.
143 GROSS / 100
2 OCC.
152 GROSS / 100
2 OCC.
767 GROSS / 20
47 OCC.
1762 GROSS / 300
6 OCC.
655 GROSS / 300
3 OCC.
1606 GROSS / 300
6 OCC.
245 GROSS / 300
1 OCC.
1168 GROSS / 20
59 OCC.
ACTUAL: 25 OCC.
653 GROSS / 20
62 OCC.
ACTUAL: 25 OCC.
131 GROSS / 100
2 OCC.
131 GROSS / 100
2 OCC.
121 GROSS / 100
2 OCC.
114 GROSS / 100
2 OCC.
114 GROSS / 100
2 OCC.
114 GROSS / 100
2 OCC.
113 GROSS / 100
2 OCC.
213 GROSS / 300
1 OCC.
333 GROSS / 300
2 OCC.
120 GROSS / 300
1 OCC.
6262 GROSS / 300
20 OCC.
121 GROSS / 300
1 OCC.
408 GROSS / 300
2 OCC.
204 GROSS / 100
3 OCC.
581 GROSS / 300
2 OCC.
114 GROSS / 200
1 OCC.
501 GROSS / 300
2 OCC.
123 GROSS / 300
1 OCC.
81 GROSS / 300
1 OCC.
LACTATION
CLOSET
115BTRAVEL DISTANCE : 115' - 3"
PERMITTED TRAVEL DISTANCE - 250'-0"
EG
R E
SS
EGRESS
XFE
XFE
XFE
XFE
FEC
FEC
FE2 HR
EXISTING
4 HR
EXISTING
4 HR
2 HR FIRE /
SMOKE
2 HR
E G
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1/8" = 1'-0"
UPPER LEVEL FLOOR PLAN CODE COMPLIANCE
THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN
COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,
IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN
AN ACCURATE DRAWING
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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: 2018 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 A3 AND B, S2
A3 - GROUP ASSEMBLY
B - GROUP BUSINESS
S2 - GROUP LOW-HAZARD STORAGE
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-3 - 70 Total Occupants USER GROUP B - 23 Total Occupants
Water Closet Required: Water Closet Required:
1 per 125 male = 1 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 male = 1 1 per 75 female = 1 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 female = 1
Lavatories Required: Lavatories Required:
1 per 200 male = 1 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 male = 1 1 per 150 female = 1 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 female = 1
Drinking Fountains Required: Drinking Fountains Required:
1 per 500 = 1 1 per 100 = 1
Service Sink: 1 per building
Total Fixtures Required Provided
Water Closets: 6 total 13 3 male 5 toilets + 3 urinals 3 female 5 toilets
Lavatories: 6 total 8 3 male 4
3 female 4
Drinking Fountains: 2 2 (combine A3 and B as one)
Service Sink: 1 1
FUNCTION OF SPACE ROOM NUMBER NUMBER OF OCCUPANTS
BUSINESS OCCUPANCY (USER B)
OFFICE - PLIN 132 2
OFFICE - 1SGT 133 2
OFFICE - CMDR 134 2
CLASSROOM 135 59
OFFICE - PLTN 136 2
OFFICE - PLTN 137 2
OFFICE - PLTN 138 2
OFFICE - PLTN 139 2
BUSINESS B OCCUPANTS TOTAL 73
*ACTUALLY COUNTED USING BUSINESS AREA 2289 sf / 100 occ = 23 OCCUPANTS
ASSEMBLY OCCUPANCY (USER A)
MECHANICAL ROOM 102 2
COMPUTER EQUIPMENT ROOM 103A 1
OFFICE 103B 1
MAINTENANCE AND STORAGE 103 1
KITCHEN 104 4
SCULLERY 104A 2
KITCHEN OFFICE 104B 1
PANTRY 104C 1
DLC 105 2
RECRUITER 106A 4
FAMILY READINESS 106B 2
ADMINISTRATION 107 6
OFFICE 108 2
OFFICE 109 2
CLASSROOM 117 70
ASSEMBLY A-3 OCCUPANT TOTAL
UNIT STORAGE 118 6
ARMS VAULT 119 2
FAMILT SUPPORT 120 3
CHAIR AND TABLE STORAGE 121 2
COLD STORAGE 122 20
POL STORAGE 123 1
PHYSICAL TRAINING ROOM 126 33
PERSONAL EQUIPMENT STORAGE 127 6
SUPPLY NCO 128 1
NBC 129 1
STORAGE 130 3
STORAGE S-2 OCCUPANTS TOTAL 78
TOTAL OCCUPANT 171
USER GROUP S-2 - 78 Total Occupants
Water Closet Required:
1 per 100 male = 1 1 per 100 female = 1
Lavatories Required:
1 per 100 male = 1 1 per 100 female = 1
Drinking Fountains Required:
1 per 1000 = 1
FF-926.50
FF-923.17
FF-923.17
FF-923.13
FF-923.09
Block Bld
FF-922.63
Big Rapids Armory 15900 190th Ave
17-13-100-001
190th Avenue
Br on so n
Av en ue
S0 0°
'1
1" W
.4 9'
N88°24'27"E 656.34'
N
°3 8'
"E
.8 9'
(variable ROW width)
S88°27'20"W 655.13'
S ln, NW 1/4, NW 1/4, NW 1/4
E ln
, N W
/4
, N W
/4
, N W
/4
N ln, NW 1/4
W ln
, N W
/4
10' Consumers Energy Easement (L396, Pg726)
16.5' Michigan Bell Telephone Company Easement (L333, Pg499
BM 1
BM 2
Northwest Corner Section 13, T15N, R10W gr av el d riv e
33' overhead lines (typ) exercise equipment
Mecosta-Osceola ISD sign Big Rapids
Armory sign cannon display
CAUTION!!
OVERHEAD
POWER
CAUTION!!
UNDERGROUND
GAS
CAUTION!!
UNDERGROUND
POWER
CAUTION!!
UNDERGROUND
FIBER
CAUTION!!
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220 Hoover Boulevard Holland, Michigan 49423-3766 www.hollandengineering.com
T 616-392-5938 F 616-392-2116
Project Manager
Drawn by
HEI Project Number
JOSHUA DEYOUNG, P.E.
22-01-033
CIVIL DEMOLITION NOTES:
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY PREIN & NEWHOF AND
PROVIDED TO HEI BY TOWERPINKSTER. HEI IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE SURVEY INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE
PROVIDED SURVEY INFORMATION.
2. SEE BOUNDARY AND TOPOGRAPHIC SURVEY SHEET FOR PROPERTY, EASEMENT, BENCHMARK, ETC.
INFORMATION.
3. LOCATION OF UNDERGROUND UTILITIES HAVE BEEN SHOWN BASED ON SURFACE EVIDENCE AND RECORD INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY
LOCATIONS PRIOR TO CONSTRUCTION.
4. DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION
FROM DAMAGE, SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY
REPAIRS AT NO COST TO THE OWNER. THE PAVED ROADWAY SHALL BE SWEPT CLEAN AS NEEDED, BUT AT LEAST ONCE A WEEK.
5. CONTRACTOR SHALL PROVIDE BARRIERS, AS NECESSARY, TO PREVENT PEDESTRIAN AND
VEHICULAR TRAFFIC FROM ENTERING THE CONSTRUCTION SITE.
6. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION.
7. REMOVAL ITEMS ARE SHOWN BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN
SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO VERIFY THE EXTENT OF WORK
REQUIRED.
8. REMOVE ALL STRUCTURES, CONCRETE CURB, CONCRETE PAVING, ASPHALT PAVING, TREES,
STUMPS, UTILITIES, AND OTHER EXISTING SITE FEATURES WITHIN THE LIMITS OF DEMOLITION. ALL
DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED AND
DISPOSED OF IN A MANNER ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION.
9. ALL UTILITY LINES SHOWN “X” OUT SHALL BE PHYSICALLY REMOVED ALONG WITH STRUCTURES AND
APPURTENANCES. CONTRACTOR SHALL CONFIRM UTILITY LINES REMOVED WILL NOT IMPACT
UTILITIES TO REMAIN.
10. ALL REMOVALS OF PAVEMENT, CONCRETE, CURB AND GUTTER, ETC. SHALL BE PERFORMED TO
THE NEXT JOINT BEYOND THE LIMITS OF REMOVAL. ALL REMOVALS SHALL BE PERFORMED BY
SAWCUTTING.
11. PROTECT ALL TREES AND SHRUBS NOT SCHEDULED FOR REMOVAL. DO NOT OPERATE
EQUIPMENT, STORE, STOCKPILE, OR PARK WITHIN DRIP LINE. HOLD NECESSARY DISTURBANCE TO
A MINIMUM.
12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL UTILITIES REMOVALS WITH
PROPERTY OWNER AND UTILITY PROVIDER.
13. ALL WORK IN ROAD RIGHTS OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH MDOT,
MECOSTA COUNTY ROAD COMMISSION, AND THE CITY OF BIG RAPIDS.
14. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
REMOVAL LEGEND
PAVEMENT REMOVAL (CRUSH AND SHAPE)
ALTERNATE PAVEMENT REMOVAL
(11
2" DEPTH)
CONCRETE REMOVAL
REMOVE EX. FENCE
(SEE LANDSCAPE PLANS)
REMOVE EX. LOADING DOCK
AND BOLLARDS
REMOVE SHIPPING CONTAINERS
(COORDINATE WITH PROPERTY OWNER)
REMOVE & SALVAGE EXERCISE EQUIPMENT
(COORDINATE WITH PROPERTY OWNER)
REMOVE DUMPSTER ENCLOSURE
PROTECT EX. FUELING AREA
(TO REMAIN)
REMOVE CANNON DISPLAY
(BY OWNER)
15900 190TH AVENUE
BIG RAPIDS, MICHIGAN 49307
PT. OF THE NW 1/4 , SECT 13, T15N, R10W
BIG RAPIDS, MECOSTA CO., MI.
REBECCA K. PAGE, P.E. BIG RAPIDS ARMORY ADDITION
AND RENOVATION
PROTECT EX. GREASE TRAP
TO REMAIN (TYP)
PROTECT EX. UTILITIES
TO REMAIN (TYP)
PROTECT EX. SAN. LAT.
TO REMAIN (TYP)
AP
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APPROX. LOCATION OF EX. WAT. SERVICE
REMOVE EX. LIGHT POLE
(SEE MEP DWGS)
COORDINATE RELOCATION OF TELEPHONE
SERVICE THROUGH EXISTING DUCT
APPROX. LOCATION OF EX. TELE
EX. GRAVEL TO REMAIN.
PREPARE PER GRAVEL SECTION
DETAIL ON SHEET C101. (TYP)
REMOVE EX. LIGHT POLE
(SEE MEP DWGS)
REMOVE EX. SIGNS (TYP)
C
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D
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TI
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P
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PROTECT EX. POWER
POLE TO REMAIN (TYP)
REMOVE & SALVAGE EX. LOADING
DOCK BARRIERS
(COORDINATE WITH PROPERTY OWNER)
SCALE 1" = 60'
0' 30' 60'15'
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ISSUED FOR DATE
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AutoCAD SHX Text
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FF-923.17
FF-923.13
FF-923.09
Block Bld
FF-922.63
Big Rapids Armory 15900 190th Ave
17-13-100-001
190th Avenue
Br on so n
Av en ue
S0 0°
'1
1" W
.4 9'
N88°24'27"E 656.34'
(variable ROW width)
S88°27'20"W 655.13'
S ln, NW 1/4, NW 1/4, NW 1/4
N ln, NW 1/4
W ln
, N W
/4
10' Consumers Energy Easement (L396, Pg726)
BM 1
BM 2
Northwest Corner Section 13, T15N, R10W
33' overhead lines (typ)
Mecosta-Osceola ISD sign Big Rapids
Armory sign
R25'
R2 5'
R25'
R2 5'
R25'
R25
R8'
R1
R5 0'
R26'R15'
R5'
R4'
R3
R8'
R8'
9.5
9.5
20'
26' 26' 30' 22'
9.5' 20
26'
20'
26' 26' 9.5
20'
10'
10'
8'
8'
4'
30'
220 Hoover Boulevard Holland, Michigan 49423-3766 www.hollandengineering.com
T 616-392-5938 F 616-392-2116
Project Manager
Drawn by
HEI Project Number
JOSHUA DEYOUNG, P.E.
22-01-033
LAYOUT & UTILITY NOTES:
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY PREIN & NEWHOF AND
PROVIDED TO HEI BY TOWERPINKSTER. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE
SURVEY INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY
INFORMATION.
2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN THE
GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. CONTRACTOR SHALL
ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL BORING INFORMATION. SOIL
CONDITIONS MAY VARY FROM THE GEOTECHNICAL INFORMATION, WHICH MAY AFFECT THE SITE
DESIGN, EARTHWORK QUANTITIES, USABLE SOILS, AND SOIL EROSION AND SEDIMENTATION
CONTROL PRACTICES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL
ENGINEER IF SITE CONDITIONS VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL
INFORMATION.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS AND
APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION.
5. CONTRACTOR SHALL CONTACT ENGINEER IF ANY DISCREPANCIES ARE DETERMINED BETWEEN SITE
LAYOUT DIMENSIONS AND ACTUAL SITE CONDITIONS.
6. COORDINATE ALL UTILITY CONSTRUCTION WITH UTILITY PROVIDER, AS REQUIRED.
7. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO CONSTRUCTION.
8. ALL WORK WITHIN THE PUBLIC ROAD RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL
FROM THE CITY OF BIG RAPIDS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THEIR STANDARDS & SPECIFICATIONS.
9. COORDINATE ALL SIGNAGE REMOVAL AND RELOCATION WITHIN THE RIGHT-OF-WAY WITH THE CITY
OF BIG RAPIDS.
10. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. BUILDING SHALL BE STAKED
BASED ON FOUNDATION PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE
DISCREPANCIES BETWEEN THE BUILDING AND SITE DRAWINGS.
11. ONSITE LIGHTING SHALL DIRECTED DOWNWARD AND AWAY FROM ADJACENT PROPERTIES AS
REQUIRED PER THE CITY OF BIG RAPIDS ZONING ORDINANCE. SEE SITE LIGHTING PLANS FOR MORE
INFORMATION.
12. SEE SITE FENCING PLAN FOR SITE SIGNAGE, FENCING, AND LANDSCAPING REQUIREMENTS.
13. CONTRACTOR SHALL BE RESPONSIBLE TO MEETING THE STANDARDS AND REQUIREMENTS OF
THE LOCAL NOISE ORDINANCE FOR ALL CONSTRUCTION PRACTICES.
14. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
SCALE 1" = 30'
0' 30' 60'15'
PROPOSED STORM WATER BASIN
(SEE SHT C-201)
PROP. INTEGRAL CURB & WALK
(SEE DET THIS SHT)
PROP. HEAVY-DUTY PAVEMENT
(SEE DET THIS SHT)
PROP. LIGHT-DUTY PAVEMENT
(SEE DET THIS SHT)
PROP. B.F. SIGNS (TYP)
(SEE DET THIS SHT)
PROP. 6" CONCRETE PAVEMENT
(SEE DET THIS SHT)
PROP. LOADING DOCK
RETAINING WALLS (TYP.)
(SEE DET SHT C-501)
PROP 21'X21' 6" CONC DUMPSTER PAD
(SEE DET THIS SHT)
PROP DUMPSTER ENCLOSURE
(SEE ARCH PLANS)
PROP. LIGHT-DUTY PAVEMENT
(SEE DET THIS SHEET)
PROP. GRAVEL
(SEE DET THIS SHT)
1'-0"
PARKING
1'-6"
MINIMUM
$250 FINE6"
60" MIN.
BARRIER FREE PARKING SIGN
ACCESSIBLE
VAN
30" MINIMUM EMBEDMENT LENGTH
BARRIER FREE PARKING SIGN SHALL
BE DESIGNED AND SIZED IN
ACCORDANCE WITH THE ADA
STANDARDS
2" SQUARE STEEL TUBE. WELD CAP
PLATE TO TOP. PRIME WITH ONE COAT
PRIMER AND TWO COATS DARK
BRONZE ENAMEL
FINISH GRADE
6"
HEAVY DUTY BIT. PAVEMENT
MIN 12" APPROVED
COMPACTED SUBBASE -
CLASS II SAND OR NATIVE
MATERIAL IF SUITABLE
1 1/2" MDOT 36A
BITUMINOUS PAVEMENT
2.5" MDOT 13A
BITUMINOUS PAVEMENT
8" MDOT 21AA AGGREGATE
BASE (CIP)
LIGHT DUTY BIT. PAVEMENT
MIN 10" APPROVED
COMPACTED SUBBASE -
CLASS II SAND OR NATIVE
MATERIAL IF SUITABLE
1 1/2" MDOT 36A
BITUMINOUS PAVEMENT
2" MDOT 13A BITUMINOUS
PAVEMENT
6" MDOT 21AA AGGREGATE
BASE (CIP)
6" THICK CONCRETE
EXPANSION AND CONSTRUCTION JOINTS INSTALL
SEALANT AND BACKER ROD INTO JOINT
4000 PSI CONC WITH 6x6 W2.9xW2.9 W.W.F.TOOLED
CONTROL JOINT
TOPSOIL
COMPACTED SAND
COMPACTED SUBGRADE
NOTES:
· LOCATE CONTROL JOINTS AT 20' MAX SPACING &
INTERSECTIONS
· SPACE EXPANSION JOINTS AT 100' MAXIMUM
· BROOM SWEPT FINISH
PROP FENCE (TYP.)
(SEE SITE FENCING PLAN)
PROP. GRAVEL
(SEE DET THIS SHT)
PROP. BUILDING ADDITION
(SEE ARCH PLANS)
PROP. ALTERNATE LIGHT-DUTY PAVEMENT
(SEE DET THIS SHEET)
PR
OP
.A
LT
ER
NA
TE
LI
GH
T-
DU
TY
P
AV
EM
EN
T (S
EE
D
ET
T
HI
S
SH
EE
T)
PROP BARRIER WALL
(SEE SITE FENCING PLAN)
PROP. LIGHT-DUTY PAVEMENT
(SEE DET THIS SHT)
GRAVEL
MIN 6" APPROVED
COMPACTED SUBBASE -
CLASS II SAND OR NATIVE
MATERIAL IF SUITABLE
8" MDOT 21AA CRUSHED CONCRETE
OR AGGREGATE BASE (CIP)
15900 190TH AVENUE
BIG RAPIDS, MICHIGAN 49307
PT. OF THE NW 1/4 , SECT 13, T15N, R10W
BIG RAPIDS, MECOSTA CO., MI.
REBECCA K. PAGE, P.E. BIG RAPIDS ARMORY ADDITION
AND RENOVATION
1'-3"
12"
10"
6"
6"
4"
SEE PLAN
4" INTEGRAL WALK AND CURB
LOCATE CONTROL JOINTS AT 8' MAX
SPACING
SPACE EXPANSION JOINTS 24'
MAXIMUM
BROOM SWEPT FINISH
NOTES:
4000 PSI CONC WITH 6x6 W1.4xW1.4 W.W.F.
1" RADIUS
BITUMINOUS
PAVEMENT
COMPACTED
SAND
COMPACTED
SUBGRADE
6"
WIDTH AS PER PLANS
8"
6"
1'
- 6
6 X 6 W2.9 X
W2.9 WWF
CONCRETE DUMPSTER PAD
1/4" R (TYP)
PROP. 6" CONCRETE PAVEMENT
(SEE DET THIS SHT)
COORDINATE RELOCATION OF TELEPHONE
SERVICE THROUGH EXISTING DUCT
PROP RAILING (TYP.)
(SEE DET SHT C-501)
PROP LOADING DOCKS
(SEE DET SHT C-501)
REGRADE & COMPACT
EXISTING SUBGRADE
(SEE GEOTECH REPORT)
*NOTE: IN AREAS WHERE THERE IS EXISTING GRAVEL SECTION, FINE GRADE,
COMPACT, AND PLACE ADDITIONAL 8" GRAVEL WITHOUT SAND. IN ALL
OTHER AREAS REMOVE THE TOPSOIL AND CONSTRUCT PER DETAIL.
BROOM FINISH
ALTERNATE LIGHT DUTY BIT. PAVEMENT
EX. SAND SUBBASE
1 1/2" MDOT 36A
BITUMINOUS PAVEMENT
2" MDOT 13A BITUMINOUS
PAVEMENT
EX. AGGRGATE BASE
4" THICK CONCRETE
(SEE DET THIS SHT)
PROP. BOLLARD POST
(SEE SITE FENCING PLAN)
4" THICK CONCRETE
1/4"
CONC. SIDEWALK (PLAN)
4" 4"
1 1 /3"
1/8"R
3/8
STANDARD LIGHT BROOM
FINISH TO MATCH EXISTING
(TYP)
CONTROL JOINT TYPICAL
PREMOLDED EXPANSION/ ISOLATION
STRIP WITH REMOVABLE TOP CAP. FILL W/
TRAFFIC SEALANT
4000 PSI CONC WITH 6x6 W1.4xW1.4 W.W.F.
RE-TOOLED CONTROL JOINT
COMPACTED SAND
COMPACTED SUBGRADE
4'-0"
W
ID
TH
AS
N
OT
ED
PROP. 4" WIDE BLUE
PAVEMENT STRIPING
(TYP)(PER ADA REQ)
PROP. BITUMINOUS
VALLEY GUTTER
(SEE DET THIS SHT)
3"
2'-0"
BITUMINOUS VALLEY GUTTER
6" TOPSOIL MINIMUM
EXTEND GRAVEL SUBBASE 6"
BEYOND EDGE OF PAVEMENT
BITUMINOUS PAVEMENT
6" COMPACTED GRAVEL
12" GRANULAR SUBBASE
ENGINEERED FILL AS REQUIRED.
MDOT CLASS II OR CLASS IIA OR
APPROVED ON-SITE MATERIAL ONLY.
PROP. 4" WIDE YELLOW
PAVEMENT STRIPING (TYP)
C
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FF-923.17
FF-923.13
FF-923.09
Block Bld
FF-922.63
Big Rapids Armory 15900 190th Ave
17-13-100-001
190th Avenue
Br on so n
Av en ue
S0 0°
'1
1" W
.4 9'
N88°24'27"E 656.34'
N
°3 8'
"E
.8 9'
(variable ROW width)
S88°27'20"W 655.13'
S ln, NW 1/4, NW 1/4, NW 1/4
E ln
, N W
/4
, N W
/4
, N W
/4
N ln, NW 1/4
W ln
, N W
/4
BM 1
BM 2
Northwest Corner Section 13, T15N, R10W gr av el d riv e
33' overhead lines (typ)
Mecosta-Osceola ISD sign Big Rapids
Armory sign
919.49
920.26
922.08T 921.58B
923.09923.09
922.42T 921.92B
TOP 924.70
BOT 920.70
TOP 922.60
BOT 920.10
921.70T 921.20B
922.72T 922.22B
919.48921.51
924.86
925.05
925.18
925.65
925.77
925.95
926.32
926.42
926.33
920.19
920.86
923.17T 922.14B
923.17 923.17
220 Hoover Boulevard Holland, Michigan 49423-3766 www.hollandengineering.com
T 616-392-5938 F 616-392-2116
Project Manager
Drawn by
HEI Project Number
JOSHUA DEYOUNG, P.E.
22-01-033
15900 190TH AVENUE
BIG RAPIDS, MICHIGAN 49307
PT. OF THE NW 1/4 , SECT 13, T15N, R10W
BIG RAPIDS, MECOSTA CO., MI.
REBECCA K. PAGE, P.E.
GRADING & STORM SEWER NOTES:
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY PREIN & NEWHOF AND
PROVIDED TO HEI BY TOWERPINKSTER. HEI IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE SURVEY INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE
PROVIDED SURVEY INFORMATION.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS
AND APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
3. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN
THE GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT.
CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL
BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL
INFORMATION, WHICH MAY AFFECT THE SITE DESIGN, EARTHWORK QUANTITIES, USABLE
SOILS, AND SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES. CONTRACTOR
SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS
VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION.
4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY
EXCAVATION.
5. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO
CONSTRUCTION.
6. ALL WORK WITHIN THE RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL FROM
CITY OF BIG RAPIDS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THEIR STANDARDS & SPECIFICATIONS.
7. STORM WATER MANAGEMENT SYSTEM AND GRADING SHALL BE IN ACCORDANCE WITH
THE THE CITY OF BIG RAPIDS STORM WATER ORDINANCE.
8. SITE SHALL BE GRADED WITH SMOOTH CONTOURS IN ALL AREAS OF DISTURBANCE AND
GRADED TO SLOPE AWAY FROM THE EXISTING AND PROPOSED BUILDINGS AND
SIDEWALKS.
9. ALL STORM SEWER PIPING SHALL BE ADS N-12, HANCOR HI-Q OR APPROVED EQUIVALENT
POLYETHYLENE (PE) PLASTIC PIPE AND FITTINGS, UNLESS OTHERWISE NOTED. WHERE
SPECIFIED IN THE PLANS, CONCRETE CLASS IV PIPE WITH RUBBER GASKETS IS
REQUIRED.
10. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
STORM WATER INFILTRATION BASIN NOTES:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS AS
NECESSARY FOR CONSTRUCTION.
2. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY
EXCAVATION.
3. THIS PROJECT RELIES ON THE INFILTRATION OF RUNOFF TO PROVIDE STORMWATER
MANAGEMENT FOR THE SITE IMPROVEMENTS. THEREFORE, ALL APPROPRIATE
MEASURES SHALL BE TAKEN TO MINIMIZE COMPACTION OF ONSITE SOILS IN THE AREA OF
THE INFILTRATION BASIN AND/OR INFILTRATION TRENCHES.
4. CONTRACTOR SHALL CONSTRUCT SIDE SLOPES OF THE STORM WATER INFILTRATION
BASIN UTILIZING A BOBCAT OR SMALL MECHANIZED EQUIPMENT IN AN EFFORT TO
MAINTAIN THE INFILTRATION PROPERTIES OF THE SIDE SLOPES.
5. IF THE WATER TABLE IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR
SHALL CONTACT THE ENGINEER IMMEDIATELY TO VERIFY THAT THE WATER TABLE
ELEVATION UTILIZED IN THE DESIGN MATCHES THE WATER TABLE ELEVATION WITNESSED
ONSITE DURING CONSTRUCTION.
6. ONSITE SOILS WITHIN THE LIMITS OF THE INFILTRATION BASIN WERE DETERMINED TO BE
SANDY. SHOULD CONTRACTOR ENCOUNTER OTHER SOILS WITHIN THE LIMITS OF THE
STORM WATER INFILTRATION BASIN AND/OR INFILTRATION TRENCHES, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT DESIGN CHANGES CAN BE MADE AS
NECESSARY.
7. STORM WATER MANAGEMENT BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY OF BIG RAPIDS MOST CURRENT STANDARDS AND REQUIREMENTS.
8. EXISTING ONSITE INFILTRATIVE SOILS SHALL BE LEFT IN PLACE WITHIN THE INFILTRATION
BASIN AREA.
9. NO FILL OR ORGANIC MATERIAL SHALL BE PLACED WITHIN THE INFILTRATION BASIN, WITH
THE EXCEPTION OF THE TOPSOIL AND SEED.
10. FOLLOWING CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL REMOVE ANY SILT
OR SEDIMENT THAT HAS ACCUMULATED IN THE STORM WATER INFILTRATION BASIN
PRIOR TO FINAL RESTORATION.
11. THE STORM WATER…
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