551-24241-CAK_24005437A_GRASS LAKE WEIGH STATION Bid Set_5-30-2025.pdf

PDF 9 MB Posted Jun 23, 2025

Attached to: 551/24241. CAK; Grass Lake Weigh Station Eastbound Addition
Solicitation number: RFQ-171-250000000480-2
Issued by: Kalamazoo County, Grand Rapids City, Michigan

About this file

Written by GovTribe AI · Jun 24, 2025

The document is a comprehensive set of architectural and engineering design plans for a building renovation project by the State of Michigan, Department of Technology, Management, and Budget (DTMB) for the Grass Lake Weigh Station Office Addition located in Jackson, Michigan. The project involves a building addition and renovation of an existing facility along Interstate 94, with design documents dated May 30, 2025. The bid set includes detailed plans covering architectural, structural, mechanical, electrical, and civil engineering aspects, with sheets spanning demolition, site plans, foundation details, floor plans, elevations, lighting, power, and mechanical systems.

The project is structured as a design-bid-build contract, with Colliers Engineering & Design serving as the structural engineer and architect. The renovation will expand the existing weigh station facility, adding a new conference room and updating various building systems. The design emphasizes energy efficiency, compliance with the 2021 Michigan Building Code, and meets accessibility standards. The project includes replacing electrical panels, updating lighting and power systems, modifying HVAC infrastructure, and making structural improvements. The estimated project scope suggests a medium-sized government infrastructure upgrade focused on improving functionality and efficiency of a state transportation facility.

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Other files

File	Type	Posted
Project Advertisement 24241.pdf	PDF	Jun 23, 2025
551-24241-CAK DTMB-MSP Grass Lake Weigh Station Addition - Addendum No 1.pdf	PDF	Jun 23, 2025
DCSpec 551-24241-CAK_Grass Lake Weigh Station_Bid Set.pdf	PDF	Jun 23, 2025
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Jun 23, 2025

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7050 West Saginaw Hwy. // Suite 200 // Lansing, MI 48917

517.272.9835 / 517.272.9836 fax www.colliersengineering.com

STRUCTURAL ENGINEER:

COLLIERS ENGINEERING & DESIGN

KIRA TENNES

7050 WEST SAGINAW HWY. SUITE 200

LANSING, MI 48917

517.272.9835

DEPARTMENT OF TECHNOLOGY,

MANAGEMENT, AND BUDGET

A K

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BID SET

DRAWING INDEXPROJECT CONTACT LIST

OWNER:

STATE OF MICHIGAN, DTMB

CHRIS KULHANEK

3111 W ST. JOSEPH STREET

LANSING, MI 48917

CONTRACTOR:

TBD

ARCHITECT:

COLLIERS ENGINEERING & DESIGN

DAVID MOSS

7050 WEST SAGINAW HWY. SUITE 200

LANSING, MI 48917

517.272.9835

MECHANICAL ENGINEER:

COLLIERS ENGINEERING & DESIGN

MATT HOLLENBECK

3410 BRIARFIELD BOULEVARD. SUITE C

MAUMEE, OH 43537

567.804.5118

ELECTRICAL ENGINEER:

COLLIERS ENGINEERING & DESIGN

ANGELA ROBINSON

7050 WEST SAGINAW HWY. SUITE 200

LANSING, MI 48917

517.272.9835

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05/30/25

Grass Lake Weigh Station Addition

State of Michigan

3111 W. St Joseph Street, Lansing, MI 48917

G000

D M O S S

F P E T E R S E N

D M O S S

24005437

05/30/25

E R

S E

S U

E D

F O

R B

00 - GENERAL

G000 COVER SHEET X X

G001 CODE COMPLIANCE & LIFE SAFTEY PLANS X X

01 - CIVIL

C-010 SURVEY X X

C-100 DEMO PLAN X X

C-200 SITE PLAN X X

C-300 GRADING AND UTILITY PLAN X X

C-310 SESC PLAN X X

C-311 SESC DETAILS X X

C-700 DETAILS X X

03 - STRUCTURAL

S001 GENERAL NOTES X X

S002 GENERAL NOTES X X

S010 LOAD DIAGRAMS X X

S101 FOUNDATION & FRAMING PLANS X X

S501 SECTIONS & DETAILS X X

S901 ISOMETRIC VIEWS X X

04 - ARCHITECTURAL

A001 GENERAL NOTES AND LEGENDS X X

AD101 DEMOLITION PLANS AND ELEVATIONS X X

A101 FLOOR PLAN AND ISOMETRICS X X

A102 ROOF PLAN X X

A121 CEILING PLAN X X

A201 EXTERIOR ELEVATIONS X X

A301 BUILDING SECTIONS X X

A501 ENLARGED DETAILS X X

A601 SCHEDULES, FINISH PLANS, BASIS OF DESIGN X X

05 - MECHANICAL

M001 MECHANICAL LEGEND SHEET X X

M101 MECHANICAL PLANS X X

M201 MECHANICAL SCHEDULES & DETAILS X X

08 - ELECTRICAL

E001 LEGEND X X

ED101 DEMOLITION PLAN X X

E101 POWER PLAN X X

E102 POWER PLAN X X

E201 LIGHTING PLAN X X

E202 LIGHTING PLAN X X

E801 SCHEDULES X X

DATE DESCRIPTION

OCCUPANCY GROUP

# OCCUPANTS

S.F.

LEGEND

EXIT SIGN

EXIT

COMMON PATH OF EGRESS DISTANCE

TRAVEL DISTANCE TO EXIT DISCHARGE

(INCLUDING STAIRS)

FIRE EXTINGUISHER CABINET

SIGN DIRECTION

FACE OF SIGN

CPET

382 SF

(NEW ADDITION)

C P

O T

C P

O T

1335 SF

(EXISTING)

33.75" CLEAR

168 ALLOW

4 ACTUAL

S H E E T

E N T

A T

N O

S U E D

F O R

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C O N T R A C T

N O

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

CODE COMPLIANCE DIAGRAM - FIRST FLOOR

SINGLE

MIXED OCCUPANCY

IF SEPARATED, FIRE RESISTANCE RATING OF FIRE BARRIER :

OCCUPANCY CLASSIFICATION(S):

USES:

CONSTRUCTION CLASSIFICATION :

AUTOMATIC SPRINKLER SYSTEM PROVIDED: YES

13R

13NFPA STANDARD:

OCCUPANCY CLASSIFICATION:

BUILDING DATA & CODE

(CHAPTERS 3 & 5)

(TABLE 508.3.3)

(CHAPTER 6)

SEPARATED COMBINATIONNON-SEPARATED

HEIGHT & AREA - ACTUAL:

BUILDING HEIGHT HEIGHT IN FEET HEIGHT IN STORIES

BUILDING AREA SUMMARY

FIRST (EXISTING)

BUILDING AREA

ADDITION

TOTAL ALLOWABLE

(NOT INCLUDING

BASEMENT)

sf sf

(CHAPTER 5)

HEIGHT & AREA - ALLOWABLE:

AREA PER TABLE 504.3, 506.2

OCCUPANCY

CLASSIFICATION TABULAR AREA AT

TABULAR HEIGHT

FEET

sf sf

STORIES

ft ft ft

(CHAPTER 5)

REHABILITATION OF EXISTING STRUCTURE:

REPAIRS

PER MICHIGAN REHABILITAION CODE FOR EXISTING BUILDINGS

ALTERATION - LEVEL 1

CHANGE OF OCCUPANCY

FORMER OCCUPANCY CLASSIFICATION:

NEW OCCUPANCY CLASSIFICATION:

PARTIAL CHANGE OF OCCUPANCY: YES NO

ADDITIONS

IF YES: SEPARATED NOT SEPARATED

ALTERATION - LEVEL 2

ALTERATION - LEVEL 3

SEPARATED ADDITION: YES NO

IF YES, FIRE RESISTENCE RATING:

HISTORIC BUILDING

(CHAPTER 6)

(CHAPTER 7)

(CHAPTER 8)

(CHAPTER 9)

(CHAPTER 10)

(CHAPTER 11)

(CHAPTER 12)

RELOCATED BUILDING (CHAPTER 13)

(CHAPTER 9)

FIRE PROTECTION SYSTEMS:

SIZE AND LOCATION OF FIRE AREAS INDICATED ON CODE COMPLIANCE DRAWING(S)

FIRE PROTECTION SYSTEM REQUIRED PROVIDED SECTION

AUTOMATIC SPRINKLER

ALTERNATIVE AUTO FIRE EXT

STANDPIPE

PORTABLE FIRE EXTINGUISHER

FIRE ALARM & DETECTION

EMERGENCY ALARM

SMOKE CONTROL SYSTEM

SMOKE & HEAT VENTS

(903)

(904)

(905)

(906)

(907)

(908)

(909)

(910)

FIRE COMMAND CENTER (911)

FIRE RESISTANCE OF BUILDING ELEMENTS:

REQUIRED PROVIDED

STRUCTURAL FRAME

BEARING WALLS

NON-BEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

VERTICAL EXIT ENCLOSURE

SHAFT ENCLOSURE

SHAFT ENCLOSURE (LOCATION 2)

(LOCATION 1)

SECTION

(TABLE 601)

(TABLE 602)

(TABLE 601)

(713.4)

(TABLE 1020.1)CORRIDORS

(EXTERIOR)

(INTERIOR)

(EXTERIOR)

MEANS OF EGRESS:

DESIGN OCCUPANT LOAD SUMMARY

(CHAPTER 10)

FLOOR LEVEL DESIGN OCCUPANT LOAD

TOTAL

MEANS OF EGRESS ELEMENT REQUIRED PROVIDED SECTION

NUMBER OF EXITS

EXIT ACCESS TRAVEL DISTANCE

DEAD-END LIMIT

COMMON PATH OF TRAVEL LIMIT

(TABLE 1006.3.1)

(TABLE 1017.2)

(1020.4)

(1006.2.1)

EGRESS WIDTH

PROVIDED SECTION

(TABLE 1005.1)

(1008.1.1)

DOORS

FIRST FLOOR

REQUIRED

32" MIN. CLEAR FOR HANDICAP ACCESSIBILITY

BASED ON CONSTRUCTION TYPE

FIRST

BEARING WALLS (TABLE 601)(INTERIOR)

OCCUPANTS =

APPLICABLE CODE:

CONSTRUCTION SHALL CONFORM TO CURRENT

EDITIONS OF THE 2021 MICHIGAN BUILDING CODE

(MBC), THE 2021 MICHIGAN UNIFORM ENERGY CODE

(MUEC), AS WELL AS ALL OTHER CURRENT LOCAL,

STATE, AND FEDERAL CODES AND REGULATIONS

APPLICABLE TO THIS PROJECT. CONTRACTOR SHALL

CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE

APPLICABLE CODES RELEVANT TO THIS PROJECT.

AREA INCREASE sf

X =

TOTAL BUILDING AREA

(NOT INCLUDING

BASEMENT) sf

DESIGN OCCUPANT LOAD

(ADDITION) (OVERALL)

BUSINESS

15 1

B 9000 40 2

YES

NO NO

N/A

N/A N/A

0 0

44'-6"

.213

0 0

GENERAL NOTES:

1. EXTINGUISHERS TO BE INSTALLED AS REQUIRED (MBC 906)

1005.51

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1005.02

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1004.98

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1004.44

1004.46

1004.19

1004.60

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1005.23

1004.29

1004.16

1004.59

1004.67

1004.55

1004.65

1004.71

1004.56

1004.18

1004.20

1004.59

1004.72

1004.68

1004.69

1005.22

1005.32

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1005.92

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1004.14

1004.09

1004.68

EAST BOUND I-94 WEIGH STATION

SURVEY NOTES:

1. THIS TOPOGRAPHIC AND PLANIMETRIC SURVEY WAS PERFORMED FOR THE

MICHIGAN DEPARTMENT OF STATE POLICE ON NOVEMBER 21, 2024 BY THE

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET, DESIGN AND

CONSTRUCTION, SITE SECTION.

2. CONTOUR INTERVAL BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.

HORIZONTAL COORDINATES BASED ON MICHIGAN STATE PLANE COORDINATE

SYSTEM WHICH IS BASED ON NAD83(2007). SCALE FACTOR IN THIS PROJECT AREA

IS 0.99972965.

3. THIS PROJECT LIES WITHIN SECTION 15, T2S, R2E, GRASS LAKE TOWNSHIP,

JACKSON COUNTY, MICHIGAN.

4. CONTOUR INTERVAL SHOWN IS 1-FOOT.

5. ALL UTILITIES SHOWN ARE LOCATED PER VISUAL EVIDENCE AT THE TIME OF

THIS SURVEY. UTILITY LOCATIONS SHOULD BE VERIFIED AT THE TIME OF

CONSTRUCTION. CONTRACTOR SHOULD ALSO CALL MISS DIG TO VERIFY ALL

UNDERGROUND UTILITY LOCATIONS.

EXISTING CONCRETE SIDEWALK

EXISTING CONCRETE

EXISTING CURB

EXISTING BARRICADE WALL

KEY NOTES:

A. REMOVE EXISTING CONCRETE

B. RELOCATE EXISTING SHED

C. REMOVE EXISTING TREE

D. RELOCATE EXISTING SIGN

E. RELOCATE EXISTING ELECTRICAL SERVICE AS REQUIRED.

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

0 10 20 30 FT

1" = 10' SCALE BAR

DEMOLITION NOTES:

1. APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE

DISTURBED BY THE CONTRACTOR UNTIL FURNISHED WITH NOTICE OF

POSSESSION AND APPROVAL TO PROCEED FROM OWNER AND

ACQUISITION OF ALL APPROPRIATE CONTRACTS. THE CONTRACTOR

SHALL COORDINATE THE SCHEDULE WITH EXISTING TENANTS AND

ADJACENT PROPERTY OWNERS. FOUNDATIONS, SLABS, ALL

UNDERGROUND STRUCTURES, AND UTILITIES DESIGNATED FOR

REMOVAL SHALL BE REMOVED ENTIRELY UNLESS OTHERWISE NOTED.

AREAS TO BE BACK FILLED IN ACCORDANCE WITH GEOTECHNICAL

REPORT.

2. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING

UTILITIES THAT ARE INTENDED TO PROVIDE SERVICE WHETHER SHOWN

ON THE PLANS OR NOT.

3. CONTRACTOR TO VERIFY THAT ALL UTILITIES HAVE BEEN ABANDONED

OR PROPERLY SHUTOFF PRIOR TO EXCAVATION.

4. EXISTING UTILITIES AND TOPO LOCATIONS ARE BASED ON THE BEST

AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL EXISTING UTILITY LOCATIONS.

5. PRIOR TO INITIATING DEMOLITION WORK, THE CONTRACTOR SHALL

DEVELOP A DIGITAL PHOTOGRAPH AND/OR VIDEO RECORD OF THE

EXISTING STRUCTURES AND SURROUNDING PROPERTIES. THE RECORD

SHALL INCLUDE CONDITIONS OF EXISTING STREETS AND ADJACENT

PROPERTIES. ONE COPY OF THE PHOTOGRAPH AND/OR VIDEO RECORD

SHALL BE PROVIDED TO THE OWNER.

6. ALL DEBRIS FROM DEMOLITION, NOT BEING REUSED, SHALL BE HAULED

OFF SITE AND DISPOSED OF BY LEGAL MEANS.

7. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY FENCE, 6

FOOT MINIMUM HEIGHT, FOR THE DURATION OF ALL DEMOLITION

PHASES.

8. CONTRACTOR SHALL NOT RESTRICT ACCESS TO ADJOINING PROPERTIES

DURING DEMOLITION OR CONSTRUCTION. ACCESS SHALL BE

MAINTAINED SO AS NOT TO INTERRUPT NORMAL OPERATIONS OF

ADJACENT FACILITIES.

9. CONTRACTOR SHALL NOT ALLOW ANY UTILITY OR SERVICES TO THE

NEIGHBORING PROPERTY(S) TO BE INTERRUPTED WITHOUT THE

EXPRESSED WRITTEN PERMISSION OF THE RESPECTIVE OWNERS. THE

CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL UTILITY SERVICES TO

THE NEIGHBORING BUILDINGS. IF IT IS NECESSARY FOR CONNECTIONS

TO BE INTERRUPTED, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE

TEMPORARY SERVICES (I.E.. GENERATORS, PORTABLE GAS TANKS, ETC.).

THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL UTILITY

ABANDONMENT AND REMOVAL WITH THE RESPECTIVE UTILITY

COMPANIES.

10. WORK CANNOT OCCUR OUTSIDE OF THE DEMOLITION LIMITS

WITHOUT PRIOR CONSENT OF OWNER, ADJACENT OWNER, AND

LOCAL JURISDICTION.

11. EROSION CONTROL PRACTICES MUST BE IN PLACE AND MAINTAINED

DURING DEMOLITION.

C-100

LEGEND:

KEY NOTE

LIMITS OF REMOVAL

REMOVE CONCRETE

EXISTING LIGHT POLE

EXISTING UTILITY POLE

EXISTING ELECTRICAL MANHOLE

EXISTING STORMWATER MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING UTILITY BOX

EXISTING SPEAKER

EXISTING SCALE PIT

EXISTING AIR CONDITIONER

EXISTING BREAKER BOX

EXISTING NATURAL GAS TANK

EXISTING WELL

N O

C O N

T N O

C O

A N

D C

O N

N D

T O

G Y

, M A

N A

A N

D B

U D

D M

G R

O N

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21.5'

20.7'

5.0'

7.0'

GENERAL NOTES:

1. THE UNDERGROUND STRUCTURES AND UTILITIES SHOWN ON THESE

PLANS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORD

MAPS, THEY ARE NOT CERTIFIED TO THE ACCURACY OF THEIR

LOCATION AND/OR COMPLETENESS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY THE LOCATION AND EXTENT OF ALL

UNDERGROUND STRUCTURES AND UTILITIES PRIOR TO ANY DIGGING

OR CONSTRUCTION ACTIVITIES IN THEIR VICINITY.

2. THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH

TITLE 29 OF FEDERAL REGULATIONS, PART 1926, SAFETY AND HEALTH

REGULATIONS FOR CONSTRUCTION (OSHA).

3. ALL ROADS AND PRIVATE DRIVES SHALL BE KEPT CLEAN OF MUD, DEBRIS

ETC. AT ALL TIMES.

4. REFER TO ARCHITECTURAL DRAWINGS FOR PRECISE BUILDING

DIMENSIONS.

5. THE CONTRACTOR SHALL CONSULT THE CONSTRUCTION MANAGER

BEFORE DEVIATING FROM THESE PLANS.

6. IN ALL TRENCH EXCAVATIONS, CONTRACTOR MUST LAY THE TRENCH

SIDE SLOPES BACK TO A SAFE SLOPE, USE A TRENCH SHIELD OR PROVIDE

SHEETING AND BRACING.

7. ALL EXISTING SURFACE APPURTENANCES (I.E. WATER VALVES, CATCH

BASIN FRAMES AND GRATES, MANHOLE COVERS) WITHIN THE PROJECT

LIMITS SHALL BE ADJUSTED TO FINISHED GRADE.

8. AREAS DISTURBED OR DAMAGED AS PART OF THIS PROJECT'S

CONSTRUCTION THAT ARE OUTSIDE OF THE PRIMARY WORK AREA

SHALL BE RESTORED, AT THE CONTRACTOR'S EXPENSE, TO THE

SATISFACTION OF THE OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL CALL "MISS DIG" AT LEAST 3 WORKING DAYS

(EXCLUDING WEEKENDS AND HOLIDAYS) PRIOR TO CONSTRUCTION.

10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE

CODES, ORDINANCES, DESIGN STANDARDS AND STANDARD

SPECIFICATIONS OF THE AGENCIES WHICH HAVE THE RESPONSIBILITY OF

REVIEWING PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF ALL

ITEMS INCLUDED IN THESE PLANS.

11. UNLESS SPECIFICALLY STATED, THE CONTRACTOR SHALL APPLY FOR

AND OBTAIN ALL NECESSARY PERMITS AS REQUIRED FOR

CONSTRUCTION OF THIS PROJECT PRIOR TO THE BEGINNING OF WORK

FROM THE PREVIOUSLY MENTIONED AGENCIES.

12. THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY

FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION

OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND

PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

13. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION,

THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY COMPANY AND

COORDINATE THE WORK ACCORDINGLY. THERE SHALL BE NO CLAIM

MADE BY THE CONTRACTOR FOR ANY COSTS CAUSED BY DELAYS IN

CONSTRUCTION DUE TO THE ADJUSTMENT OR RELOCATION OF

UTILITIES.

14. THE CONTRACTOR IS TO VERIFY THAT THE PLANS AND SPECIFICATIONS

THAT HE/SHE IS BUILDING FROM ARE THE VERY LATEST PLANS AND

SPECIFICATIONS THAT HAVE BEEN APPROVED BY ALL APPLICABLE

PERMIT-ISSUING AGENCIES AND THE OWNER. ALL ITEMS CONSTRUCTED

BY THE CONTRACTOR PRIOR TO RECEIVING THE FINAL APPROVAL AND

PERMITS HAVING TO BE ADJUSTED OR RE-DONE, SHALL BE DONE AT THE

CONTRACTOR'S EXPENSE.

15. SHOULD THE CONTRACTOR ENCOUNTER CONFLICT BETWEEN THESE

PLANS AND SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH THE

REQUIREMENTS OF ANY AND ALL REVIEWING AND PERMIT-ISSUING

AGENCIES, HE/SHE SHALL SEEK CLARIFICATION IN WRITING FROM THE

CONSTRUCTION MANAGER BEFORE COMMENCEMENT OF

CONSTRUCTION. FAILURE TO DO SO SHALL BE AT THE SOLE EXPENSE

TO THE CONTRACTOR.

16. THE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS INDICATING

ALL CHANGES AND DEVIATIONS FROM APPROVED DRAWINGS.

17. ALL SIGNS AND TRAFFIC CONTROL MEASURES DURING CONSTRUCTION

AND MAINTENANCE ACTIVITIES SHALL BE CONSTRUCTED AND

INSTALLED PER THE LATEST EDITION OF THE MICHIGAN MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES (M.M.U.T.C.D.).

18. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO

THE STANDARDS OF THE MICHIGAN DEPARTMENT OF

TRANSPORTATION.

SITE LEGEND:

CONCRETE

KEY NOTEAA

0 10 20 30 FT

1" = 10' SCALE BAR C-200

KEY NOTES:

A. CONCRETE SIDEWALK. SEE DETAIL A1 ON SHEET C700

B. BUILDING ADDITION, REFER TO ARCHITECTURAL PLANS

C. RELOCATE EXISTING SHED

D. RELOCATE EXISTING SIGN

E. APPROXIMATE LOCATION OF RELOCATED ELECTRICAL

SERVICE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

F. 6" THICK CONCRETE PAD FOR AIR HANDLING UNIT, SEE

MECHANICAL PLANS FOR ADDITIONAL DETAILS.

4.4' 2.0'

5.1'

8.9'

N O

C O N

T N O

C O

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% -1

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-1.36%

-0 .2

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FF=1005.92

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1005.37

1005.79

UTILITY NOTES:

1. ALL WORKMANSHIP, MATERIALS, AND

CONSTRUCTION PRACTICES SHALL CONFORM TO

THE REQUIREMENTS OF DELTA TOWNSHIP OR THE

AGENCY HAVING JURISDICTION OVER THE

APPLICABLE UTILITY.

2. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF

DAMAGE TO ANY EXISTING UTILITY DURING

CONSTRUCTION AT NO COST TO THE OWNER.

3. ALL FILL MATERIAL IS TO BE IN PLACE, AND

COMPACTED BEFORE INSTALLATION OF PROPOSED

UTILITIES.

4. CONTRACTOR SHALL NOTIFY THE UTILITY

COMPANIES 72 HOURS BEFORE CONNECTING TO

ANY EXISTING LINE.

5. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN

WATERLINES, SANITARY LINES, STORM LINES AND

GAS LINES (EXISTING AND PROPOSED), THE

CONTRACTOR SHALL NOTIFY THE ENGINEER AS

SOON AS THE CONFLICT IS DISCOVERED.

6. TOPS OF EXISTING UTILITY STRUCTURES SHALL BE

ADJUSTED TO FINISHED GRADE.

7. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD

PRIOR TO INSTALLATION OF ANY NEW LINES.

8. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO

THE CONSTRUCTION REQUIREMENTS OF THE

UTILITY OWNERS.

9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED

THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AS SHOWN ON THESE PLANS IS

BASED ON RECORDS OF THE VARIOUS UTILITY

COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS

TAKEN IN THE FIELD. THE INFORMATION IS NOT TO

BE RELIED ON AS BEING EXACT OR COMPLETE. THE

CONTRACTOR MUST CALL THE APPROPRIATE

UTILITY COMPANIES AT LEAST 72 HOURS BEFORE

ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATION OF UTILITIES. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO

RELOCATE ALL EXISTING UTILITIES WHICH

CONFLICT WITH THE PROPOSED IMPROVEMENTS

SHOWN ON THE PLANS.

10. CONTRACTOR SHALL REFER TO ARCHITECTURAL

PLANS AND SPECIFICATIONS FOR ACTUAL

LOCATION AND ELEVATIONS OF ALL UTILITY

ENTRANCES TO INCLUDE SANITARY SEWER

LATERALS, DOMESTIC AND FIRE PROTECTION

WATER SERVICE, ELECTRICAL, TELEPHONE, AND

GAS SERVICE. CONTRACTOR SHALL COORDINATE

INSTALLATION OF UTILITIES, IN SUCH A MANNER AS

TO AVOID CONFLICTS AND ASSURE PROPER

DEPTHS ARE ACHIEVED AS WELL. AS

COORDINATING WITH UTILITY REQUIREMENTS AS

TO LOCATION AND SCHEDULING FOR

TIE-INS/CONNECTIONS PRIOR TO CONNECTING

TO EXISTING UTILITIES.

11. THE CONTRACTOR SHALL CONDUCT ALL

REQUIRED TESTS TO THE SATISFACTION OF THE

RESPECTIVE UTILITY COMPANIES AND THE OWNER'S

INSPECTING AUTHORITIES.

12. CONTRACTOR SHALL COMPLY TO THE FULLEST

EXTENT WITH THE LATEST STANDARDS OF OSHA

DIRECTIVES OR ANY OTHER AGENCY HAVING

JURISDICTION FOR EXCAVATION AND TRENCHING

PROCEDURES. THE CONTRACTOR SHALL USE

SUPPORT SYSTEMS, SLOPING, BENCHING, AND

OTHER MEANS OF PROTECTION. THIS TO INCLUDE

BUT NOT LIMITED FOR ACCESS AND EGRESS FROM

ALL EXCAVATION AND TRENCHING.

CONTRACTOR IS RESPONSIBLE TO COMPLY WITH

PERFORMANCE CRITERIA FOR OSHA.

13. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

PIPE SIZES AND INVERTS ELEVATIONS BEFORE

ORDERING MANHOLE AND CATCH BASIN

STRUCTURES.

14. ALL UTILITIES BELOW PAVED AREAS SHALL BE

BACKFILLED WITH 100% GRANULAR MATERIAL (OR

APPROVED OTHER) AND COMPACTED TO 95% OF

ITS MAXIMUM UNIT WEIGHT.

15. ALL RIM ELEVATIONS IN OUTLAWN AREAS ARE

APPROXIMATE ONLY AND SHALL BE ADJUSTED BY

THE CONTRACTOR AFTER FINAL GRADES ARE

ESTABLISHED.

UTILITY LEGEND:

PROPOSED UNDERGROUND ELECTRIC

0 10 20 30 FT

1" = 10' SCALE BAR C-300

GRADING NOTES

1. REFER TO EROSION AND SEDIMENT CONTROL

PLAN FOR REQUIRED EROSION AND SEDIMENT

CONTROL MEASURES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

MAINTENANCE AND REMOVAL OF TEMPORARY

SEDIMENTATION CONTROLS. EROSION CONTROL

MEASURES SHALL NOT BE REMOVED BEFORE

VEGETATION HAS OCCURRED COMPLETELY.

3. ALL SILT FENCE TO BE REPLACED WHENEVER THEY

BECOME CLOGGED OR INOPERABLE AND SHALL BE

REPLACED AT A MINIMUM OF EVERY 3 MONTHS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

RESTORATION OF TOPSOIL TO ALL DISTURBED

AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO MAINTAIN EROSION CONTROL MEASURES AT

ALL TIMES.

5. SILT FENCE, JUTE MESH, AND/OR EROSION

CONTROL BLANKETS WILL BE USED ON STEEP

SLOPES AND WHEREVER NECESSARY TO CONTROL

EROSION AND SILTATION OF EXISTING DRAINAGE

SYSTEMS AS ORDERED BY THE ENGINEER OR

SPECIFIED ON PLANS.

6. THE CONTRACTOR SHALL DESIGNATE A MEMBER

OF HIS/HER FIRM TO BE RESPONSIBLE TO MONITOR

EROSION CONTROL, EROSION CONTROL

STRUCTURES, TREE PROTECTION AND

PRESERVATION THROUGHOUT CONSTRUCTION.

7. ALL DISTURBED AREAS SHALL BE PROTECTED FROM

EROSION EITHER BY MULCH OR TEMPORARY

SEEDING WITHIN 2 WEEKS OF DISTURBANCE.

8. ALL SITE GRADING MUST BE PERFORMED TO

INSURE POSITIVE DRAINAGE ACROSS THE ENTIRE

SITE, THROUGHOUT THE PERIOD OF

CONSTRUCTION AND AFTER PROJECT

COMPLETION.

9. ALL SEDIMENTATION AND SOIL EROSION

CONTROL MEASURES SHALL BE CONSTRUCTED

PRIOR TO THE COMMENCEMENT OF SITE

GRADING AND MUST CONFORM TO PART 91 OF

ACT 451 OF THE PUBLIC ACTS OF 1994 AS

AMENDED. ALL APPLICABLE PERMITS SHALL BE

OBTAINED BEFORE IMPLEMENTING THESE

MEASURES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING THE

SEDIMENTATION AND SOIL EROSION CONTROL

MEASURES THROUGHOUT CONSTRUCTION.

10. IN GENERAL, EARTHWORK AND PAVEMENT

CONSTRUCTION SHOULD BE PERFORMED IN

ACCORDANCE WITHE THE LATEST MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION,

UNLESS OTHERWISE NOTED.

11. REMOVE ANY EXISTING TOPSOIL, ORGANIC SOILS,

UNSUITABLE FILL, VEGETATION, TREES AN OTHER

DELETERIOUS MATERIALS TO EXPOSE THE

SUBGRADE SOIL, TREE ROOTS SHOULD BE

COMPLETELY REMOVED.

12. EXCAVATE TO THE DEPTH OF THE FINAL

SUBGRADE ELEVATION TO ALLOW FOR GRADE

CHANGES AND THE PLACEMENT OF THE

RECOMMENDED PAVEMENT SYSTEM.

13. ON SITE FILL MATERIAL CAN BE USED IF THE

SPECIFIED COMPACTION REQUIREMENTS CAN BE

ACHIEVED. IF ON SITE MATERIAL IS USED, IT

SHOULD BE CLEAN AND FREE OF FROZEN SOIL,

ORGANICS, OR OTHER DELETERIOUS MATERIALS.

14. THE FINAL SUBGRADE SHOULD BE THOROUGHLY

PROOFROLLED USING A LOADED TANDEM AXLE

TRUCK UNDER THE OBSERVATION OF

GEOTECHNICAL/PAVEMENT ENGINEER. LOOSE OR

YIELDING AREAS THAT CANNOT BE

MECHANICALLY STABILIZED SHOULD BE REMOVED

AND REPLACED WITH ENGINEERED FILL OR AS

DICTATED BY FIELD CONDITIONS.

15. THE AGGREGATE BASE SHOULD BE COMPACTED

TO ACHIEVE A MINIMUM OF 95 PERCENT OF THE

MAXIMUM MODIFIED PROCTOR DRY DENSITY. THE

BASE AND SUBGRADE COMPACTION SHOULD

EXTEND A MINIMUM OF 12 INCHES BEYOND THE

PAVED EDGE OR BACK OF CURB.

PROPOSED TOP OF CURB / BOTTOM OF CURB

ELEVATION

PROPOSED SPOT ELEVATION

TC=78.01

BC=77.51

77.73

76 PROPOSED MINOR CONTOUR

72 EXISTING CONTOUR

75 PROPOSED MAJOR CONTOUR

PROPOSED SLOPE

PROPOSED TOP OF GRATE ELEVATIONTG=77.73

RIDGE LINE

PROPOSED TOP OF WALL / BOTTOM OF WALLTW/BW=152.50

PROPOSED HIGH POINT ELEVATIONHP=77.73

FINISHED FLOOR ELEVATIONFF=77.73

2.5%

GRADING LEGEND:

EXISTING ELEVATIONEG=77.73

EXISTING LIGHT POLE

EXISTING UTILITY POLE

EXISTING ELECTRICAL MANHOLE

EXISTING STORMWATER MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING UTILITY BOX

EXISTING SPEAKER

EXISTING SCALE PIT

EXISTING AIR CONDITIONER

EXISTING BREAKER BOX

EXISTING NATURAL GAS TANK

EXISTING WELL

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S51

S62

PROPOSED

STAGING

AREA

E6 E8

REFERS TO THE APPROPRIATE M.D.M.B. S.E.S.C.

KEYING SYSTEM DETAIL

SILT FENCE

LIMITS OF EARTH DISTURBANCE (0.06 ACRES)

UDORTHENTS AND UDIPSAMMENTS, NEARLY LEVEL

PROPOSED EROSION BLANKET W/ SEED

SOIL TYPES:

SESC LEGEND:

0 10 20 30 FT

1" = 10' SCALE BAR

SEQUENCE OF CONSTRUCTION NOTES:

NOTE: THIS TEXT IS NOT INTENDED TO DICTATE A METHODS AND MEANS

TO THE CONTRACTOR. IT IS THE SUGGESTED PROCESS FOR

CONSTRUCTION ACTIVITIES IN ORDER TO MINIMIZE THE AMOUNT

OF SOIL EROSION TO THE SITE AND TO COMPLY WITH THE

REQUIREMENTS OF THE SOIL EROSION AND SEDIMENTATION

CONTROL PERMIT. AS PART OF THE PERMIT CONDITIONS, THE

CONTRACTOR WILL BE HELD TO THIS SCHEDULE AND TO THE SOIL

EROSION PLAN. IF THE CONTRACTOR SEES FIT, HE OR SHE MAY

AMEND THIS SCHEDULE AND/OR PLAN, BUT A REVISED WRITTEN

SEQUENCING SCHEDULE AND/OR SOIL EROSION PLAN MUST BE

SUBMITTED TO THE DTMB FOR APPROVAL PRIOR TO DEVIATING TO

THIS SCHEDULE AND/OR PLAN.

STEP 1: INSTALL TEMPORARY SOIL EROSION CONTROL MEASURES

STEP 2: ROUGH GRADING: STRIPPING AND STOCKPILING TOPSOIL. AREAS

THAT WILL NOT BE FURTHER DISTURBED DURING THE COURSE OF

CONSTRUCTION SHALL BE IMMEDIATELY SEEDED WITH MULCH.

EXCESS MATERIAL SHALL EITHER BE STOCKPILED IN THE AREAS

SHOWN ON THE DRAWINGS, LEVELED ON SITE, OR DISPOSED OF

OFF-SITE IN A LEGAL MANNER. STOCKPILES SHALL BE TEMPORARILY

STABILIZED WITH SILT FENCE AND/OR TEMPORARY SEEDING.

STEP 3: UNDERGROUND UTILITIES. EXCAVATED MATERIAL FOR UTILITIES

SHALL EITHER BE STOCKPILED, LEVELED ON SITE, OR DISPOSED OF

OFF-SITE IN A LEGAL MANNER.

STEP 4: BUILDING CONSTRUCTION

STEP 5: FINAL GRADING (1): AREAS OUTSIDE THE INFLUENCE OF FURTHER

CONSTRUCTION ACTIVITIES SHALL BE FINAL GRADED AND

STABILIZED WITH PERMANENT SEED AND MULCH.

STEP 6: PAVING.

STEP 7: FINAL GRADING (2): ALL REMAINING AREAS SHALL BE SEEDED

AND MULCHED WITHIN 5 DAYS OF FINAL GRADING.

STEP 8: TEMPORARY SOIL EROSION CONTROL MEASURES ARE TO BE

REMOVED WHEN PERMANENT MEASURES ARE IN PLACE AND THE

AREA IS STABILIZED.

CONTINUED MAINTENANCE OF ALL PERMANENT SOIL EROSION AND

SEDIMENTATION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE

OWNER. MAINTENANCE RESPONSIBILITIES SHALL BECOME A PART OF ANY

SALES OR EXCHANGE AGREEMENT FOR THE LAND ON WHICH THE PERMANENT

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE LOCATED.

SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE

C-310

PROPOSED TRACKIOUT CONTROL MAT

SESC KEYING SYSTEM

SESC NOTES:

1. CONTRACTOR IS TO CONTACT THE DTMB OFFICE AT LEAST THREE (3)

DAYS PRIOR TO THE START OF CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL

SOIL EROSION CONTROL MEASURES DURING CONSTRUCTION. SESC

MEASURES SHOULD BE CHECKED DAILY AND AFTER STORM EVENTS FOR

EFFECTIVENESS. OWNER SHALL MAINTAIN ALL PERMANENT SESC

MEASURES AFTER CONSTRUCTION IS COMPLETE. ALL SESC MEASURES

SHALL BE CHECKED MONTHLY FOR ONE YEAR FOR EFFECTIVENESS. ANY

MEASURES THAT HAVE FAILED SHALL BE REPAIRED AND/OR REPLACED.

3. ALL TEMPORARY S.E.C. MEASURES SHALL BE MAINTAINED 30 DAYS AFTER

CONSTRUCTION IS COMPLETE OR UNTIL GRADED AREAS ARE

STABILIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

TEMPORARY SESC MEASURES.

4. ALL GRADED AREAS EXPOSED FOR MORE THAN 20 DAYS SHALL HAVE

STRAW MULCH APPLIED AT THE RATE OF 3 TONS / ACRE. AREAS NOT AT

FINISHED GRADE AND WHICH WILL BE DISTURBED AGAIN WITHIN ONE

YEAR MUST BE SEEDED AND MULCHED WITH QUICK GROWING

TEMPORARY SEEDING MIXTURE AND MULCH. AREAS WHICH ARE AT

FINISHED GRADE AND WILL NOT BE DISTURBED FOR A YEAR MUST BE

SEEDED AND MULCHED WITH A PERMANENT SEED MIXTURE.

5. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS

TO THE SITE FOR GRADING AND TO CONSTRUCT SEDIMENT BASINS,

SEDIMENT TRAPS, DIVERSION TERRACES, INTERCEPTOR CHANNELS,

AND/OR CHANNELS OF CONVEYANCE AS APPROPRIATE.

6. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED,

STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITH THE

TRIBUTARY AREAS OF THOSE CONTROLS.

7. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST

BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS

OF ALL EROSION AND SEDIMENTATION CONTROL ON A DAILY BASIS

AND AFTER EACH STORM EVENT. ALL PREVENTATIVE AND REMEDIAL

MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT,

REGRADING, RESEEDING, REMULCHING, AND RENETTING, MUST BE

PERFORMED IMMEDIATELY.

8. APPROVAL OF THE SOIL EROSION PERMIT DOES NOT AUTHORIZE ANY

EARTH DISTURBANCE ACTIVITY OFF-SITE WITHOUT WRITTEN

PERMISSION FOR THAT EARTH DISTURBANCE ACTIVITY FROM THE

LANDOWNER.

9. NO DEWATERING IS PLANNED FOR THIS PROJECT. IF DEWATERING IS

REQUIRED, THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR

APPROVAL TO THE DTMB AND/OR EGLE AS REQUIRED. NO DEWATERING

SHALL COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED.

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S62 TRACKOUT CONTROL MAT

GENERAL INFORMATION

THE TRACKOUT CONTROL SYSTEM IS DESIGNED TO BE USED

AS A TEMPORARY CONSTRUCTION ENTRANCE WHICH

PROVIDES SITE ACCESS WHILE MINIMIZING SEDIMENT LEAVING

THE SITE. THE TOP SURFACE OF THE MAT IS A

GEOMETRIC PATTERN FORMED IN THE SHAPE OF PYRAMIDS.

THE MATS ARE UNIDIRECTIONAL AND ARE MEANT TO HAVE THE

STAGGERED PYRAMIDS IN THE DIRECTION OF TRAVEL.

INDIVIDUAL MATS ARE CONNECTED TOGETHER WITH

HARDWARE TO FORM VARIOUS CONFIGURATIONS TO FIT YOUR

JOBSITE.

INSTALLATION

TRACKOUT CONTROL SYSTEM SHOULD BE INSTALLED NEAR

THE SITE EXIT POINT, AS CLOSE TO THE LOCATION WHERE

VEHICLES ENTER THE ROADWAY AS SAFELY AS POSSIBLE.

MATS SHOULD NOT BE INSTALLED AT A LOW POINT ON THE

SITE WHERE WATER WILL POOL.

SUITABLE INSTALLATION SUBSTRATE

· UN-EXCAVATED SOIL

· EXCAVATED SOIL (MIN CBR: 4)

· ASPHALT

· CONCRETE

CLEANING/ MAINTENANCE

· SKID-STEER BROOM ATTACHMENT

· STREET SWEEPER (REQUIRES ADJUSTED BRISTLE HEAD

· PRESSURE WASHER (MUST HAVE ABILITY TO CONTAIN

WATER) WATER TRUCK (MUST HAVE ABILITY TO CONTAIN

WATER)

NTS

SPACING 6-10' MAX.

1' MIN.

6" ANCHOR TRENCH

FENCE POSTS DRIVEN INTO

GROUND 1' MIN.

SILT FENCE B

SILT FENCE A

FABRIC TO BE

WRAPPED AROUND

FENCE POST

1' MIN.

UNDISTURBED VEGETATION

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH

DISRUPTION

RIDGE OF COMPACTED

EARTH ON UPHILL SIDE OF

FILTER FABRIC

SHEET FLOW

6"x6" ANCHOR TRENCH

ROLL JOINTS

ROLL JOINT

INSTALLATION

1. INSTALL PARALLEL TO A CONTOUR.

2. THE SILT FENCE SHOULD BE MADE OF WOVEN GEOTEXTILE FABRIC.

3. SILT FENCE SHOULD ACCOMODATE NO MORE THAN 1/2 TO 1 ACRE OF DRAINAGE PER 100' OF FENCE AND ON SLOPES LESS

THAN 1:2 (V:H).

4. DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE INSTALLED.

5. PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH.

6. BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BOTH SIDES. CREATE A SMALL RIDGE ON THE UP-SLOPE SIDE

OF THE FENCE.

7. INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO THE GROUND A MINIMUM OF 12".

8. STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES.

9. JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER (SEE DRAWING).

MAINTENANCE

· INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM EVENT. CHECK SEVERAL TIMES DURING PROLONGED STORM

EVENTS. IF NECESSARY, REPAIR IMMEDIATELY.

· IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, THE SOIL SHOULD BE REMOVED AND DISPOSED OF IN A

STABLE UPLAND SITE.

· THE FENCE SHOULD BE RE-INSTALLED IF WATER IS SEEPING UNDERNEATH IT OR IF THE FENCE HAS BECOME INEFFECTIVE.

· SILT FENCE SHOULD BE REMOVED ONCE VEGETATION IS ESTABLISHED AND UP-SLOPE AREA HAS STABILIZED.

· SILT FENCE MAY CAUSE TEMPORARY PONDING AND COULD FAIL IF TOO MUCH WATER FLOWS THROUGH THE AREA.

· DO NOT USE IN AREAS WITH CONCENTRATED FLOWS.

· CHANCE OF FAILURE INCREASES IF FENCE IS INSTALLED INCORRECTLY OR IF SEDIMENT ACCUMULATION IS NOT REMOVED.

DESCRIPTION

SILT FENCE IS THE MOST COMMON TEMPORARY SEDIMENT BARRIER AND CONSISTS OF A GEOTEXTILE FABRIC THAT IS ATTACHED TO SUPPORTING POSTS AND TRENCHED OR SLICED INTO THE GROUND. SEDIMENT-LADEN RUNOFF PONDS UPHILL FROM THE SILT FENCE AND RUNOFF IS TEMPORARILY STORED TO ALLOW SEDIMENT TO SETTLE OUT OF THE WATER. THIS PRACTICE APPLIES WHERE SHEET EROSION OCCURS ON SMALL DISTURBED AREAS. SILT FENCE IS INTENDED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES CAN ALSO PREVENT SHEET EROSION BY DECREASING THE VELOCITY OF THE RUNOFF. SILT FENCE IS NOT INTENDED TO BE USED IN CONCENTRATED FLOW PATHS.

NTS

S51 SILT FENCE

NTS

E8 PERMANENT STABILIZATION/SEEDING

PERMANENT SEEDING

1. SUBSOILER, PLOW, OR OTHER IMPLEMENT SHALL BE USED TO REDUCE SOIL COMPACTION AND ALLOW MAXIMUM INFILTRATION. (MAXIMUM INFILTRATION WILL HELP CONTROL BOTH RUNOFF RATE AND WATER QUALITY.) SUBSOILING SHOULD BE DONE WHEN THE SOIL MOISTURE IS LOW ENOUGH TO ALLOW THE SOIL TO CRACK OR FRACTURE. SUBSOILING SHALL NOT BE DONE ON SLIP-PRONE AREAS WHERE SOIL PREPARATION

SHOULD BE LIMITED TO WHAT IS NECESSARY FOR ESTABLISHING VEGETATION.

2. THE SITE SHALL BE GRADED AS NEEDED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION AND SEEDING.

3. 6" OF TOPSOIL SHALL BE APPLIED WHERE NEEDED TO ESTABLISH GERMINATION OF SEED. GENERAL ON-SITE TOPSOIL SHALL BE ¼ ORIGINAL ON-SITE

SOIL AND ¾ SANDY LOAM OR LOAM SOIL AS DEFINED BY THE USDA SOIL CONSERVATION SERVICE SOIL CLASSIFICATION SYSTEM. TOPSOIL SHALL BE FREE FROM ADMIXTURE OF SUBSOIL, HEAVY CLAY, COARSE SAND, PLANTS, ROOTS, STICKS, AND OTHER FOREIGN MATERIALS AS PER ASTM D 5268-92. 95% OF TOPSOIL SHALL PASS A 2.0 MIL SIEVE. ORGANIC CONTENT SHALL BE 4% TO 12% OF TOTAL DRY WEIGHT.

4. LIMESTONE SHALL BE APPLIED TO ACID SOIL AS RECOMMENDED BY A SOIL TEST. IN LIEU OF A SOIL TEST. LIME SHALL BE GROUND LIMESTONE CONTAINING NOT LESS THAN 85% OF TOTAL CARBONATES AND SHALL BE GROUND TO SUCH FINENESS THAT 50% WILL PASS THROUGH A 200-MESH SIEVE AND 90% WILL PASS THROUGH A 900-MESH SIEVE. LIME SHALL BE APPLIED AT THE RATE OF 100 POUNDS PER 1,000 FT. OR 2 TONS PER ACRE.

5. FERTILIZER SHALL BE APPLIED AS RECOMMENDED BY A SOIL IN PLACE OF A SOIL TEST, FERTILIZER SHALL BE APPLIED AT A RATE OF 25 POUNDS PER

1,000 SQ. FT. OR 1,000 POUNDS PER ACRE OF A 10-10-10 OR 12-12-12 ANALYSES.

6. THE LIME AND FERTILIZER SHALL BE WORKED INTO THE SOIL WITH A DISK HARROW, SPRING-TOOTH HARROW, OR OTHER SUITABLE FIELD IMPLEMENT TO A DEPTH OF 3 INCHES. ON SLOPING LAND, THE SOIL SHALL BE WORKED ON THE CONTOUR.

7. GENERAL USE / LAWN SEED MIX SHALL BE USED FROM PERMANENT SEEDING CHART AND SHALL BE APPLIED IN A RATE PER THE CHART.

8. SEEDING SHOULD BE DONE APRIL 1 TO MAY 15 OR OCTOBER 1 TO NOVEMBER 15. IF SEEDING OCCURS OUTSIDE OF THE ABOVE-SPECIFIED DATES, ADDITIONAL MULCH AND IRRIGATION MAY BE REQUIRED TO ENSURE A MINIMUM OF 80% GERMINATION. TILLAGE FOR SEEDBED PREPARATION SHOULD BE DONE WHEN THE SOIL IS DRY ENOUGH TO CRUMBLE AND NOT FORM RIBBONS WHEN COMPRESSED BY FOR WINTER SEEDING, SEE THE

FOLLOWING SECTION ON DORMANT SEEDING.

9. THE FOLLOWING METHODS MAY BE USED FOR "DORMANT SEEDING":

· FROM NOVEMBER 15 THROUGH APRIL 1, WHEN SOIL CONDITIONS PERMIT, PREPARE THE SEEDBED, LIME AND FERTILIZE, APPLY THE

SELECTED SEED MIXTURE, MULCH AND ANCHOR. INCREASE THE SEEDING RATES BY 50% FOR THIS TYPE OF SEEDING.

· APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDRO-SEEDER (SLURRY MAY INCLUDE SEED AND

FERTILIZER) ON A FIRM, MOIST SEEDBED.

· WHERE FEASIBLE, EXCEPT WHEN A CULTIPACKER TYPE SEEDER IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING

OPERATIONS WITH A CULTIPACKER. ROLLER, OR LIGHT DRAG. ON SLOPING LAND, SEEDING OPERATIONS SHOULD BE ON THE CONTOUR

WHERE FEASIBLE.

10. PERMANENT SEEDING SHALL INCLUDE IRRIGATION TO ESTABLISH VEGETATION DURING DRY WEATHER OR ON ADVERSE SITE CONDITIONS, WHICH REQUIRE ADEQUATE MOISTURE FOR SEED GERMINATION AND PLANT GROWTH. IRRIGATION SHALL BE MONITORED TO PREVENT EROSION AND

DAMAGE TO SEEDED AREAS FROM EXCESSIVE RUNOFF.

DESCRIPTION

FINAL STABILIZATION OF DISTURBED AREAS MUST BE INITIATED WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED AND COMPLETED NO LATER THAN 14 DAYS WHENEVER ALL LAND DISTURBING CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. AT THE COMPLETION OF GROUND-DISTURBING ACTIVITIES THE ENTIRE SITE MUST HAVE PERMANENT VEGETATIVE COVER, MEETING VEGETATIVE DENSITY REQUIREMENTS IN ALL

AREAS NOT COVERED BY HARDSCAPE.

IN AREAS WHERE FINAL STABILIZATION WILL OCCUR, VEHICLE AND EQUIPMENT ACCESS WILL BE RESTRICTED IN ORDER TO MINIMIZE COMPACTION. IN ADDITION, THE SOIL MAY NEED TO BE CONDITIONED FOR SEEDING OR PLANTING. SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC

MULCH OR A ROLLED EROSION CONTROL PRODUCT.

FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER HAS BEN ESTABLISHED WITH A DENSITY OF AT LEAST 70% OF COVER FOR THE UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES OR THAT EMPLOY EQUIVALENT PERMANENT STABILIZATION MEASURES.

THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED GRANITE, GRAVEL, ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A

BUILDING OR OTHER PERMANENT STRUCTURE ON THEM.

SWPPP NOTES:

1. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SWPPP ON THE SITE FOR THE DURATION OF

CONSTRUCTION.

2. THE CONTRACTOR SHALL ADHERE TO THE SWPPP DURING CONSTRUCTION OPERATIONS.

3. THE SWPPP INCLUDES SPECIFICATION SECTION 01150, THE SWPPP NARRATIVE AND ASSOCIATED APPENDICES, AND THE SWPPP DRAWINGS AND ASSOCIATED DETAIL SHEETS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL BMPS DURING CONSTRUCTION.

5. ALL EARTH-DISTURBING CONSTRUCTION ACTIVITIES SHALL BE PERFORMED WITHIN THE LIMITS OF

DISTURBANCE AS INDICATED ON THE SWPPP DRAWINGS.

6. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE LIMITS OF DISTURBANCE SHOWN ON THE

DRAWINGS AND FIELD-STAKING THE LIMITS OF DISTURBANCE LINE PRIOR TO THE START OF

CONSTRUCTION.

7. PERIMETER EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO THE START OF

ANY LAND CLEARING OR GRADING ACTIVITIES.

8. THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES WHEN REQUIRED BY THESE PLAN DRAWINGS AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY SITE

CONDITIONS.

9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN

WATERWAYS.

10. SLOPES ARE TO BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF

VELOCITIES AND EROSION.

11. CONTRACTOR LAYDOWN, STAGING AND STOCKPILE AREAS ARE TO BE LOCATED WITHIN THE PERMITTED

LIMITS OF DISTURBANCE.

12. SILT FENCE IS TO BE INSTALLED AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS AS DICTATED BY SITE CONDITIONS. ADDITIONALLY, INACTIVE PORTIONS OF THE STOCKPILE AREAS ARE TO BE STABILIZED AS

REQUIRED HEREIN.

13. THE CONTRACTOR IS RESPONSIBLE FOR REGULARLY CHECKING SEEDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS ESTABLISHED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. THE CONTRACTOR IS RESPONSIBLE TO ENSURE VEGETATION IS ESTABLISHED FOR A WARRANTY PERIOD OF TWO

FULL GROWING SEASONS.

14. TRACKING OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS SHALL BE MINIMIZED THROUGH THE USE OF

APPROPRIATE MEASURES.

THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE ROADWAYS.

15. THE CONTRACTOR SHALL BRING TO THE SITE AND USE ONLY EQUIPMENT THAT IS WELL-MAINTAINED AND

WITHOUT LEAKS.

16. THE CONTRACTOR SHALL CHECK ALL SESC MEASURES WEEKLY AND AFTER A HALF INCH OR MORE STORM

EVENT. REPAIR OR REPLACE

ANY MEASURE IF DAMAGED.

17. CLEAN AND REINSTALL INLET PROTECTION WEEKLY.

LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING PRODUCTS TO LIMIT WIND TRANSPORTED PARTICLES EXITING THE SITE PERIMETER.

WATER TRUCKS OR OTHER DUST CONTROL AGENTS ARE TO BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST GENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATION RATES MUST BE USED FOR DUST CONTROL APPLICATIONS. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL

REGULATIONS.

NTS

E5 DUST CONTROL

When

Why

Where

How

When areas are subject to erosive surface sheet flows or severe wind.

Temporarily protects seeded areas and slopes against erosion from rain or wind.

Holds soil moisture to allow for seed germination and reduces wind dessication of germinated seeds. Inhibits seed consumption by birds.

Use on exposed slopes, newly seeded areas and other areas subject to erosion.

MULCHING SPECIFICATIONS

Prepare surface to proper grade and compaction requirements.

If treatment area is to be revegetated immediately, spread or drill seed, or install vegetative sprigs into planting surface.

Select mulch material appropriate for site characteristics, including grade, level of traffic, installation method, and accessibility.

Other surface runoff control measures should be installed prior to mulching.

Mulches should not be applied if free surface water is present but may be applied to wet soil.

Straw - Most common and widely used material. Provides organic matter as it breaks down. Effectiveness of sediment reduction high for at least 3 months.

Subject to windblow and washout. For straw, apply a minimum of 2 tons/acre or approx. 50 lbs./1000 sq.ft. to cover the surface. Increase application rates 50% for dormant seeding.

Rock - Crushed stone and gravel maintain effectiveness indefinitely if maintained to repair compaction. Cover 2-3" in depth (approx. 2.27 tons/1000 sq. ft.).

Wood chips/bark - Chips decompose slowly but may require nitrogen fertilizer application to avoid nutrient deficiency. Tend to wash down slopes over 6% and may clog inlet grates.

Cover 2-3" in depth.

When

Why

Where

How

When areas are subject to erosive surface sheet flows or severe wind.

Temporarily protects seeded areas and slopes against erosion from rain or wind. Holds soil moisture to allow for seed germination and reduces wind dessication of germinated seeds.

Inhibits seed consumption by birds.

Use on exposed slopes, newly seeded areas and other areas subject to erosion.

Prepare surface to proper grade and compaction requirements.

If treatment area is to be revegetated immediately, spread or drill seed, or install vegetative sprigs into planting surface.

Select mulch material appropriate for site characteristics, including grade, level of traffic, installation method, and accessibility.

Other surface runoff control measures should be installed prior to mulching.

Mulches should not be applied if free surface water is present but may be applied to wet soil.

Straw - Most common and widely used material. Provides organic matter as it breaks down.

Effectiveness of sediment reduction high for at least 3 months. Subject to windblow and washout. For straw, apply a minimum of 2 tons/acre or approx. 50 lbs./1000 sq.ft. to cover the surface. Increase application rates 50% for dormant seeding.

Rock - Crushed stone and gravel maintain effectiveness indefinitely if maintained to repair compaction. Cover 2-3" in depth (approx. 2.27 tons/1000 sq. ft.).

Wood chips/bark - Chips decompose slowly but may require nitrogen fertilizer application to avoid nutrient deficiency. Tend to wash down slopes over 6% and may clog inlet grates. Cover 2-3" in depth.

NTS

E6 MULCHING SPECIFICATIONS

C-311SH

N O

C O N

T N O

C O

A N

D C

O N

N D

T O

G Y

, M A

N A

A N

D B

U D

D M

G R

O N

A D W

1/2

E E/

B I-9

O N

G R

A S

S L

A K

E W

H S

O N

A D

W es t S ag in aw

H w y.

S ui te

La ns in g, M I 4 of fic e:

fa x:

w w w .c ol lie rs en gi ne er in g.

co m

. L

H, R

A, D

C-700

EXPANSION JOINT

WITH JOINT FILLER

CONTRACTION JOINT

FINISHED GRADE

COMPACTED SUBGRADE

1 12 2 2

STIFF BRISTLE-BROOM

FINISH

PERPENDICULAR TO

PEDESTRIAN TRAFFIC

6" SUBBASE COURSE

4" 3,500 PSI CONCRETEWIDTH VARIES (REFER TO PLAN)

25' MAX.

5', TYP.

2% MAX.

CONCRETE SIDEWALK DETAIL

N.T.S.

N O

C O N

T N O

C O

A N

D C

O N

N D

T O

G Y

, M A

N A

A N

D B

U D

D M

G R

O N

A D W

1/2

E E/

B I-9

O N

G R

A S

S L

A K

E W

H S

O N

A D

W es t S ag in aw

H w y.

S ui te

La ns in g, M I 4 of fic e:

fa x:

w w w .c ol lie rs en gi ne er in g.

co m

. L

H, R

A, D

GENERAL NOTESGENERAL STRUCTURAL SYMBOLS ABBREVIATIONSDESIGN CRITERIA

DRAWING SYMBOLS LEGEND

SCALE :

1 1/8" = 1'-0"

VIEW NAME

VIEW TITLES

A101

VIEWING DIRECTION

SECTIONS MARK

SECTION #

DRAWING #

LEVEL

EVEL

ELEVATION NOTATION

X KEYNOTE

NORTH ARROW

(SHOWN IN KEYPLAN)

FOOTING STEPHI

LOW

SLAB STEP

SLAB STEP MOMENT CONNECTION

SLAB RAMP

WALL STEPHI

LOW

BREAK MARK

XXX EXISTING COLUMN ID

XXX NEW COLUMN ID

1Ref

S000

1Ref

Re f S000 1

Re f

1 Ref

DETAIL #

DRAWING #

ELEVATION MARKER

DETAIL CALLOUT

A101

SIM

DETAIL #

DRAWING #

A. GOVERNING CODES

a. BUILDING CODE 2015 MICHIGAN BUILDING CODE

b. GENERAL DESIGN LOADS ASCE 7-10

c. CONCRETE ACI 318-14

d. STEEL FRAMING AISC 360-10 & AISC 341-10

e. COLD-FORMED STEEL FRAMING AISI S100-12

f. WOOD AWC NDS-2015 & SDPWS-08

g. MASONRY TMS 402-2013

B. RISK CATEGORY II

C. ROOF

a. DEAD LOAD

• ROOFING AND INSULATION 05 PSF

• SHEATHING 03 PSF

• MEP 05 PSF

• MISC 05 PSF

• TRUSS SELF WEIGHT PER MFR

• TOTAL ROOF DEAD LOAD 18 PSF + TRUSSES

b. LIVE LOAD 20 PSF

D. GROUND FLOOR (SLAB-ON-GRADE)

a. LIVE LOAD 100 PSF

E. SNOW LOADS

a. GROUND SNOW LOAD Pg 25 PSF

b. FLAT ROOF SNOW LOAD Pf 17.5 PSF

F. WIND LOADS

a. WIND VELOCITY 115 MPH

b. EXPOSURE CATEGORY C

c. ENCLOSURE CLASSIFICATION ENCLOSED

G. SEISMIC DESIGN DATA

a. SEISMIC DESIGN CATEGORY B

b. SEISMIC IMPORTANCE FACTOR 1.0

c. SEISMIC SITE CLASS (SOILS) D

d. SEISMIC RESISTING SYSTEM

• BEARING WALL SYSTEMS

• LIGHT-FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR

RESISTANCE

e. RESPONSE MODIFICATION FACTOR 6.5

f. DEFLECTION AMPLIFICATION FACTOR 4.0

g. EARTHQUAKE SPECTRAL RESPONSE

• ACCELERATION AT SHORT PERIODS Ss = 0.120

h. EARTHQUAKE SPECTRAL RESPONSE

• ACCELERATION, PERIOD = 1 SECOND S1 = 0.054

i. DESIGN 5% DAMPED, SPECTRAL RESPONSE

• ACCELERATION AT SHORT PERIODS SDS = 0.097

j. DESIGN 5% DAMPED, SPECTRAL RESPONSE

ACCELERATION, PERIOD = 1 SECOND SD1 = 0.077

k. SEISMIC BASE SHEAR V = CsW

l. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE

STRUCTURAL DESIGN CRITERIA

DEFLECTION CRITERIA

FRAMING ELEMENT

ALLOWABLE DEFLECTION

LOADING DEFLECTION LIMIT

ROOF MEMBER

DEAD+LIVE

LIVE

L/240 L/360

GENERAL

1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL REPORT, DATED MARCH 7, 2025 PREPARED BY SME REPORT #

098907.00. SOIL BEARING PRESSURE NOT TO EXCEED 2000 PSF FOR FOOTINGS WITHIN BUILDING FOOTPRINT.

REFER TO GEOTECHNICAL REPORT FOR ALL PROJECT REQUIREMENTS PERTAINING TO EARTHWORK, INCLUDING

BUT NOT LIMITED TO, EXCAVATION, BACKFILLING, COMPACTION, AND MATERIALS.

2. FOUNDATION SYSTEM - CONCRETE WALLS, SLABS-ON-GRADE AND SPREAD FOOTINGS.

3. EXTERIOR CONSTRUCTION SHALL BE FOUNDED BELOW FINISHED GRADE AT A MINIMUM DEPTH OF 3'-6", UNLESS

NOTED OTHERWISE.

4. FOUNDATION UNITS SHALL BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBERS, UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

5. REFER TO THE GEOTECHNICAL REPORT FOR ACCEPTABLE FOUNDATION BACKFILL AND SLAB-ON-GRADE

SUBGRADE MATERIAL. DO NOT PLACE FILL UNTIL SUBMITTAL FOR FILL MATERIAL IS APPROVED BY

ARCHITECT/ENGINEER.

6. REFER TO THE GEOTECHNICAL REPORT FOR BACKFILL AND FILL REQUIREMENTS.

7. ALL FOUNDATION ELEMENTS ARE TO BE PLACED ON UNDISTURBED APPROVED NATIVE SOIL OR ON 1'-0" MINIMUM

APPROVED COMPACTED STRUCTURAL FILL. STRUCTURAL FILL SHALL EXTEND 1'-0" MINIMUM BEYOND THE FOUNDATION ELEMENT AND THEN DOWNWARD TO NATURAL SOILS AT A SLOPE OF 2 HORIZ. TO 1 VERT.

8. EACH PRIME CONTRACTOR SHALL PROVIDE ALL TRENCHING WORK REQUIRED FOR ITS CONTRACT, INCLUDING TRENCH EXCAVATION, AND BACKFILL (WITH ACCEPTABLE FILL, SEE GEOTECHNICAL REPORT) TO WITHIN 1'-0" OF FINISH GRADE/FLOOR. ALL TRENCHING WORK WITHIN THE BUILDING FOOTPRINT SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. GENERAL CONTRACTOR MUST ACCEPT, IN WRITING, THE QUALITY OF THE TRENCH BACKFILL OF OTHER PRIME CONTRACTORS BEFORE BEGINNING WORK OVER THE TOP OF THE TRENCH.

9. EXCAVATION AND BACKFILL OPERATIONS SHALL BE MAINTAINED IN A DRY CONDITION. SURFACE AND INFILTRATING WATER SHALL BE REMOVED BY SITE GRADING AND PUMPING FROM SUMPS AS REQUIRED.

10. NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN SUBGRADE MATERIAL.

11. PROTECT IN-PLACE FOUNDATIONS AND SLABS FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETED.

12. THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATION SAFETY. EXCAVATIONS MUST BE PERFORMED IN

ACCORDANCE WITH THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

13. PROVIDE TEMPORARY OR PERMANENT SUPPORTS WHETHER SHORING, SHEETING OR BRACING SO THAT NO

HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT OCCURS TO EXISTING STRUCTURES, STREETS OR UTILITIES

ADJACENT TO THE PROJECT SITE.

FOUNDATION NOTES

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING LOCAL MUNICIPAL CODES AND SPECIFICATIONS (INCLUDING SUPPLEMENTS) FOR THIS TYPE OF CONSTRUCTION. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNING CODES AND

REFERENCED STANDARDS LISTED BELOW.

2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS AND ALL OTHER APPLICABLE DISCIPLINE DRAWINGS. ANY CONFLICT BETWEEN NOTES, DETAILS, AND SPECIFICATIONS, THE MOST RIGID REQUIREMENTS SHALL GOVERN.

3. THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM THE DESIGN DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND/OR ENGINEER OF RECORD (EOR). CHANGES BY THE CONTRACTOR, DUE TO CONTRACTOR PROPOSED ALTERNATIVES OR TO CORRECT CONTRACTOR ERRORS/OMISSIONS, MUST BE SUBMITTED TO THE ARCHITECT/E.O.R FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCLUDING ENGINEERING FEES FOR REVIEW, OBSERVATIONS, STRUCTURAL CALCULATIONS, AND REVISIONS.

THE CONTRACTOR SHALL ALSO PROCESS THE REVISED PLANS REFLECTING ALL SUBSTITUTIONS THROUGH

THE APPROPRIATE OFFICE OF ALL GOVERNING AGENCIES.

4. THE STRUCTURE IS DESIGNED AS SELF…

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