Addendum 1 25100.pdf

PDF 6 MB Posted

Attached to
591/25100. RLO; MDOT In-Ground Hoist Installation
Solicitation number
RFQ-171-260000000012-2
Issued by
Macomb County, Ann Arbor City, Michigan

About this file

Written by GovTribe AI ·

Summary

This is Addendum #1, issued November 4, 2025, to the original contract drawings and specifications for the Michigan Department of Transportation (MDOT) Atlanta Vehicle Lift Replacement project in Atlanta, Michigan. The project involves the replacement of an in-ground vehicle lift system at an existing maintenance garage facility. The addendum amends contract documents dated August 15, 2025, and October 10, 2025, and was issued prior to construction start. Key modifications include rotating the jacking beam pit 180 degrees and relocating it to the opposite end of the lift at the entry door side per local MDOT staff request. Revised drawings include demolition plans, lift installation plans, structural details, and preliminary Stertil-Koni lift equipment drawings with updated pit locations. The project scope encompasses concrete pit construction, structural steel work, electrical and pneumatic connections, and lift equipment installation. Two contractors attended the pre-bid walk-through: Ripman Construction and Power Construction.

The addendum addresses several pre-bid requests for interpretation, confirming that soil and concrete testing requirements are specified on sheet S-001 under special inspections, rebar does not require epoxy coating, pit nosing angles must be galvanized, and an optical sensor will be added to the controller to allow vehicles other than the standard 11-foot-high plows to be lifted to the maximum overhead clearance allows. The general contractor position remains to be determined (TBD). The project is designed and managed by Sidock Group, Inc. (Gaylord, Michigan) with MEP engineering by Matrix Consulting Engineers. The lift equipment is a Skylift 780-9 FM APC JB model supplied by Stertil-Koni, with Kessler Equipment as the lift installer.

View the file

Other files

File Type Posted
591-25100.RLO_Atlanta Garage - In-Ground Hoist install Specifications R2.pdf PDF
591-25100.RLO_Atlanta Garage - In-Ground Hoist install CD Set.pdf PDF
Service Disabled Veteran Owned Business Info Sheet 2025.pdf PDF
591-25100.RLO_Advertisment.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Gaylord ● Lansing ● Muskegon ● Novi ● Sault Ste. Marie ● Wyandotte ● Williamsport, PA ● Tampa, FL 757 South Wisconsin Avenue • Gaylord, Michigan 49735 www.sidockgroup.com

Addendum #1 - 11/4/25

PROJECT No.: 525219 DTMB MDOT ATLANTA VEHICLE LIFT REPLACEMENT

OWNER/ CLIENT: MDOT

ARCHITECT: SIDOCK GROUP, INC. GAYLORD, MI

CONTACT PERSON: GINT A. GASKA, AIA

PROJECT MANAGER

MEP ENGINEER: MATRIX CONSULTING ENGINEERS

TRISTAN HOLLANDSWORTH

ELECTRICAL ENGINEER

GENERAL

CONTRACTOR: TBD

1. GENERAL

This Addendum is issued prior to the start of construction and amends the contract drawings and specifications dated August 15, 2025 for “Construction” and Specifications dated October 10, 2025.

Except as otherwise specifically mentioned, the general character of the work required by this Addendum shall be the same as originally specified, and all incidentals required in connection with the work hereinafter described shall be included even though not specifically mentioned.

Where an item is mentioned with no additional specifications given, reference shall be made to the original specifications.

2. REVISED DRAWINGS AND SPECIFICATIONS:

A-1 Demolition Plan, Plan, Enlarged Plan, Reflected Ceiling Plan – Jacking Beam Pit rotated 180 degrees.

A-2 Lift Install Plans, Certification – Jacking Pit relocated to opposite end of lift.

S-1 Structural Plans and Details – pit rotated and pit nosing to be galvanized note added.

MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01.pdf – Preliminary Stertil-Koni drawings with revised pit location.

Sensor Connection.pdf – proposed component to allow proximity sensor addition to console.

3. RESPONSES TO PRE-BID REQUESTS FOR INTERPRETATION/INFORMATION.

a. Are there any soil and concrete testing requirements? YES, AS LISTED ON SHEET

S-001, SPECIAL INSPECTIONS.

b. Does the rebar require an epoxy coating? NO.

Addendum #1 11/4/2025 525219 DTMB MDOT ATLANTA LIFT Page 2

c. Do the angles around the top of the pits needed to be galvanized? YES.

d. Discussion about the need for a kill switch/emergency shut off button. YES, AN

OPTICAL SENSOR CAN AND WILL BE ADDED TO THE CONTROLLER. THIS

WILL ALLOW VEHICLES OTHER THAN THE 11’-0” HIGH PLOWS TO BE

LIFTED TO THE MAXIMUM THAT THE OVERHEAD CLEARANCE ALLOWS.

e. Desire by local MDOT staff to have the jack and beam pit to the entry door side of the lift. A NEW HOIST PIT PLAN IS ATTACHED INDICATING THE REVISED

LOCATION OF THE CENTER PIT.

SEE ATTACHED SIGN IN SHEET AND KNOWN PLAN HOLDERS LIST

A. PLAN HOLDERS LIST:

1) RIPMAN CONSTRUCTION*

2) POWER CONSTRUCTION*

* ATTENDED WALK THRU

-End of Addendum #1-

2'-91 2" 3'-5" 2'-91

2"

9'-0" PIT

8" 2'

-6

'-0

1 2" P

IT

5'-6"

'-0

1 2"

5'-6"9'-0"

3'-5"

'-0

2'-91 2"

CL

CL

EQ. EQ.

OF BAY

OF BAY

CL

2'-4"

1' -7

"10"

1' -1

0"

2'-9"

CL

2'-4"

20'-0"

CL

CL

EXISTING NOTES

1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING

CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING

CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT

IMMEDIATELY OF SIGNIFICANT DISCREPANCIES.

2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK; OBTAIN AND

VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND

LOCATION OF THE STRUCTURAL WORK; REPORT TO THE ARCHITECT ANY AND ALL

CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE

PROPER EXECUTION AND COMPLETION OF THE NEW WORK. ALL DISCREPANCIES SHALL BE

FULLY RESOLVED PRIOR TO COMMENCING WORK.

3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN UNDISTURBED,

WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS

CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND

TO THE SATISFACTION OF THE ARCHITECT.

4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED,

PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED

BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO

LONGER NEEDS SAME.

5. EACH CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING,

ETC. (TEMPORARY AND/OR PERMANENT) OF BOTH NEW AND EXISTING CONSTRUCTION AS

REQUIRED FOR THE SAFE INSTALLATION OF THE NEW CONSTRUCTION AND EQUIPMENT.

6. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS

FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE

ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY OF THE BUILDING AND

ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF TEMPORARY

BRACING, GUYS OR TIE-DOWNS IF NECESSARY.

7. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES

OF CONSTRUCTION.

8. PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDING OPERATIONS, MEETING THE

OWNER'S REQUIREMENTS.

9. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.

CONTINUED USE OF FACILITIES:

1. EACH CONTRACTOR SHALL AT ALL TIMES MAINTAIN A CLEAN AND SAFE PASSAGEWAY FOR

THE OWNER' S OPERATION AND PERSONNEL IN EXISTING AREAS AND MAINTAIN CLEARANCES

ADJACENT TO AND IN CONNECTION WITH THE WORK PERFORMED.

2. EACH CONTRACTOR SHALL EFFECTIVELY CONFINE DUST, DIRT AND NOISE TO THE ACTUAL

CONSTRUCTION AREA AS APPROVED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH

STATE OF MICHIGAN REGULATIONS.

3. WORK SHALL, IF REQUIRED, BE CONSTRUCTED IN PHASES TO ACCOMMODATE THE OWNER'S

USE OF THE PREMISES DURING THE CONSTRUCTION PERIOD AND FOR INSTALLATION OF HIS

EQUIPMENT. COORDINATE THE CONSTRUCTION SCHEDULE WITH THE GENERAL

CONTRACTOR AND OWNER'S REPRESENTATIVE.

4. DURING THE CONTRACTOR'S PERFORMANCE OF THE WORK OF THIS CONTRACT, THE

OWNER'S WILL CONTINUE TO OCCUPY THE EXISTING BUILDING. INTERRUPTION OF BUILDING

ACCESS AND FACILITIES BY THE CONTRACTOR WILL NOT BE PERMITTED; TO WHATEVER

EXTENT SUCH INTERRUPTIONS MIGHT INTERFERE WITH OWNER'S OCCUPANCY. LIMIT

CONSTRUCTION OPERATIONS TO THOSE METHODS AND PROCEDURES WHICH WILL NOT

ADVERSELY AND UNDULY EFFECT THE WORKING ENVIRONMENT OF OWNER'S OCCUPIED

SPACES, INCLUDING NOISE, DUST, ODORS, AIR POLLUTION, AMBIENT DISCOMFORT, POOR

LIGHTING, HAZARDS AND OTHER UNDESIRABLE EFFECTS AND CONDITIONS. COORDINATE AND

SCHEDULE ALL WORK IN EXISTING BUILDING WITH OWNER AND GENERAL CONTRACTOR.

1. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O.

2. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER.

3. PERFORM ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR AS REQUIRED TO ACCOMMODATE THE WORK.

4. CAP, PATCH AND REPAIR ALL HOLES AND SURFACES IN WALLS, FLOORS AND CEILINGS WHERE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND/OR ELECTRICAL ITEMS ARE REMOVED AS A

RESULT OF THE DEMOLITION OPERATIONS.

5. ALL EXISTING CONCRETE SLAB ON GRADE TO REMAIN. PATCH AND REPAIRED, AND/OR FILL EXISTING CONST. AS REQ. TO RECEIVE NEW FINISHES.

6. CARRY OUT ALL DEMOLITION WORK IN CLOSE COORDINATION AND COOPERATION WITH STRUCTURAL TRADES FOR PROPER SEQUENCING OF THE WORK TO ASSURE THE COMPLETE SAFETY AND STRUCTURAL INTEGRITY OF THE BUILDING AND ITS ELEMENTS AT ALL TIMES. PROVIDE TEMPORARY COLUMNS, JACKS, BEAMS, ETC., WHERE REQUIRED FOR SUPPORT OF EXISTING ELEMENTS OF CONSTRUCTION TO REMAIN IN SAFE, COMPETENT MANNER, IN CONFORMANCE WITH ALL LAWS, CODES ORDINANCES, RULES AND REGULATIONS BEARING ON THE WORK.

7. DEMOLITION OF ALL PORTIONS OF THE STRUCTURE TO BE REMOVED SHALL BE DONE WITH UTMOST CARE, USING TOOLS AND METHODS SUBJECT TO OWNER'S APPROVAL. ALL POSSIBLE CARE SHALL BE TAKEN TO AVOID DAMAGING, SHOCK OR VIBRATION TO PORTIONS OF EXISTING STRUCTURE TO REMAIN.

8. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND ELEVATION OF EXISTING SEWERS, DRAINS, ETC. IN DEMOLITION AREAS BEFORE PROCEEDING WITH THE WORK, ALL

DISCREPANCIES SHALL BE DOCUMENTED AND REPORTED TO THE ARCHITECT.

9. SAW CUT & REMOVE EXISTING CONCRETE SLAB FOR PLACEMENT OF PLUMBING WORK, FOUNDATIONS, STRUCTURAL STEEL, NECESSARY CAPPING OF EXISTING LINES AND FOUNDATION WORK, ETC. COORDINATE WITH STRUCTURAL ENGINEER AND ARCHITECT.

10. REMOVE AND RELOCATE MECHANICAL AND ELECTRICAL ITEMS, INCLUDING PIPING, FIXTURES, EQUIPMENT, DUCTWORK, WIRING DEVICES, PANELS AND ACCESSORIES AS REQUIRED. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR MECHANICAL AND ELECTRICAL DEMOLITION.

11. REMOVE, ABANDON AND/OR CAP EXISTING PLUMBING AS REQUIRED TO FACILITATE THE WORK, V.I.F..

12. ALL EXISTING MATERIALS INDICATED TO REMAIN SHALL BE REPAIRED TO MATCH EXISTING. MATERIALS BEYOND REPAIR SHALL BE REPLACED TO MATCH EXISTING.

13. REMOVE AND REPLACE ALL EXISTING CONSTRUCTION AS INDICATED ON THE DEMOLITION PLANS OR OTHERWISE INDICATED IN ORDER TO FACILITATE THE NEW WORK.

14. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC TRADE RELATED DEMOLITION WORK.

15. REFER TO DEMOLITION, IN THE SPECIFICATIONS FOR FURTHER INFORMATION PRIOR TO THE START OF DEMOLITION.

DEMOLITION NOTES

1. ALL DIMENSIONS ARE TO FACE OF

STUDS/ SHEATHING/

MASONRY/CONCRETE, CENTERLINE OF

OPENINGS FOR DOORS AND WINDOWS

IN STUD CONSTRUCTION (FACE OF

OPENING WHEN LOCATED IN

MASONRY/CONCRETE). DO NOT SCALE

DRAWINGS.

ALL EXISTING CONSTRUCTION

DIMENSIONS ARE TO FACE OF

EXISTING GYP. BD. U.N.O., V.I.F.

2. VERIFY SIZE AND LOCATION OF

MECHANICAL AND ELECTRICAL

EQUIPMENT, PADS, PENETRATIONS

AND SUPPORTS WITH MECHANICAL

AND ELECTRICAL DRAWINGS.

3. SLOPE FLOORS TO DRAINS AT 1/8" PER

FOOT MINIMUM WHILE KEEPING FLOOR

LEVEL AT WALL BASE CONDITION. (DO

NOT EXCEED 2% SLOPE IN ANY

DIRECTION). REFER TO STRUCTURAL

FOR ADDITIONAL INFORMATION.

4. COORDINATE ALL UTILITY LOCATIONS

WITH CIVIL, PLUMBING AND

ELECTRICAL DRAWINGS.

5. PATCH AND REPAIR ALL EXISTING

CONSTRUCTION DAMAGED AS A

RESULT OF NEW WORK/DEMOLITION

TO MATCH EXISTING CONDITIONS,

U.N.O.

6. REFER TO SHEET CS-002 FOR ANY

MOUNTING HEIGHTS.

7. REFER TO SPECIFICATIONS MANUAL

FOR ADDITIONAL INFORMATION.

GENERAL FLOOR

PLAN NOTES

1. THIS PLAN IS INTENDED TO SHOW

GENERAL COORDINATION OF

OVERHEAD WORK. REFER TO

STRUCTURAL, PLUMBING &

ELECTRICAL DRAWINGS FOR FURTHER

INFORMATION.

2. FANS TO BE LOCATED AT SAME

ELEVATION AS EXISTING FANS.

3. REFER TO SPECIFICATIONS MANUAL

FOR ADDITIONAL INFORMATION.

GEN. CEILING NOTES

SCALE:

N

REFECTED CEILING PLAN

1/8"=1'-0"

M

IC

H

IG

AN

D

EP

AR

TM

EN

T O

F

TR

AN

SP

O R

TA

TI

O N

ST

AT

E O

F M

IC

H

IG

AN

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

AT

LA

N

TA

G

AR

AG

E

IN

-G

R O

U N

D H

O

IS

T R

EP

LA

C

EM

EN

T

AT

LA

N

TA

, M

IC

H

IG

AN

BBG

G D

S, G

G G

G

.0 6.

1/

0.

R

LO

.4 .2

SCALE:

N

HOIST PIT PLAN

1/8"=1'-0"

NEW CEILING FANREMOVE / DISCARD

EXSITING FAN

EXISTING MONORAIL

BEAM HALF AND HOIST

MOTOR TO REMAIN

CUT AND REMOVE

EXIST. MONORAIL

EXIST. BOLLARDS

EXIST. DRAIN PIT

JACKING

BEAM PIT

EDGE OF NEW

CONC. SLAB

2" CONC. CONSOLE PAD

SCALE:

N

CONSOLE PAD PLAN

1/4"=1'-0"

EXISTING FAN TO

BE REPLACED

WITH NEW FAN

SEE STRUCT. FOR

END STOP LOCATION

EXIST. OH DOORS

2" CONC. PAD - SEE

STRUCTURAL DWGS.

AREA OF

CONC. CUT

EXIST. TO

REMAIN

SCALE:

N

DEMOLITION PLAN

1/8"=1'-0"

EXISTING CONC. SLAB

TO BE DEMOLISHED

(800 SQ. FT.)

EXISTING BOLLARDS

TO REMAIN

EDGE OF NEW CONC. SLAB

D

EM

O

LI

TI

O

N P

LA

N

, P

LA

N , E

N

LA

R G

ED

P

LA

N

, R

EF

LE

C

TE

D

C

EI

LI

N

G P

LA

N

A-

EXISTING CONC. SLAB TO

BE CUT FOR DRAIN LINE

FLOOR DRAINS

EX. BOLL.

CONC. SLAB INFILL

EXIST. DRAIN PIT

1 Addendum #1 http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

INDEX CODE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ADAM LACH, DIRECTOR

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text C

2' -5

/2

3'

-9

2' -5

/2

31'-0 1/2" PIT

29'-6 1/2" PLATFORM

26'-2 5/8" BASE-PLATE SPACING

BE

TW

EE

N

PL

AT

FO

R

M S

PL

AT

FO

R

M D

IM

P3 P4

P1 P2

PL

AT

FO

R

M D

IM

JACKING BEAM PIT

9' -0

C

O N

C R

ET

E

PI

T

CONTROL CONSOLE

SKYLIFT PLAN

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

P01 SKU-2025-1030A-ADM-P00 11/5/2025ADM

1 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

2' -9

/2

3'

-5

2' -9

/2

9' -0

C

O N

C R

ET

E

PI

T

9 3/4" 9 3/4"

31'-0 1/2" PIT

26'-2 5/8" BASE-PLATE SPACING

2' -4

/4

2'

-4

/4

4 CHEMICAL ANCHORS

PER BASE-PLATE

2 ADDITIONAL ANCHORING

HOLES PER BASE-PLATE FOR

ANCHORING IN COMPLIANCE

W/ SEISMIC REQUIREMENTS

4" SCH. 40 PVC CHASE FOR

HYDRAULIC & AIR LINES (BY OTHERS)

3/4" RIGID METAL CONDUIT TYP.

FOR INTRINSICALLY SAFE AND

LOW-VOLT WIRING (BY OTHERS)

ELECTRICAL LINE SIDE SUPPLY TO

CONTROL CONSOLE INCLUDING

3 PHASE 208/230/460/575 VOLT

50/50/25/20 AMP (BY OTHERS)

PNEUMATIC LINE SIDE SUPPLY

70-140 PSI, 5CFM TO INCLUDE

FILTER, REGULATOR, LUBRICATOR

(BY OTHERS)

2'-6" 8"

JACKING BEAM PIT

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

CONCRETE & CONDUIT PLAN

NOTE: PITS ARE DIMENSIONED TO

ACCOMMODATE AUTOMATIC PIT COVERS

2 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

SKU-2025-1030A-ADM-P00P01 11/5/2025ADM

M

IC

H

IG

AN

D

EP

AR

TM

EN

T O

F

TR

AN

SP

O R

TA

TI

O N

ST

AT

E O

F M

IC

H

IG

AN

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

AT

LA

N

TA

G

AR

AG

E

IN

-G

R O

U N

D H

O

IS

T R

EP

LA

C

EM

EN

T

AT

LA

N

TA

, M

IC

H

IG

AN

BBG

G D

S, G

G G

G

.0 6.

1/

0.

R

LO

.4 .2

LI

FT

IN

ST

AL

L

PL

AN

S, C

ER

TI

FI

C

AT

IO

N

A-

1 Addendum #1

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

INDEX CODE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ADAM LACH, DIRECTOR

AutoCAD SHX Text

SHEET TITLE:

C

11"

2 1/2" TYP.

1' -4

/4

PI

T D

EP

TH

2" TYP.

#4 @ 12" O.C.

(TYP.)

EPOXY COATED #5 REINFORCING STL.

DOWEL 18" LONG @ 1'-6" O.C. w/ SLIP

SLEEVE EACH SIDE @ MID-DEPTH OF SLAB -

9" EMBED w/ EPOXY ADHESIVE

NEW CONCRETE SLAB w/ 6x6 W2.9xW2.9

WWF TO MATCH EXISTING SLAB THICKNESS

NEW PIT DETAIL

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

A S-1

MINIMUM 6" GRANULAR FILL

COMPACTED TO 95% DENSITY.

(TYP.)

EXISTING 8 12" THICK

CONCRETE SLAB APRON

NEW 8" THICK CONCRETE

SLAB w/ #4 @ 8" O.C. B/W

(MID)

EMBED STEEL PLATE 14"x9"x37 12" w/ 3 8"Ø x 4" HEADED STUD

STAGGERED @ 24" O.C.

INSIDE FACE OF CMU3'-0 1/2"

CONTINUOUS HOT-DIPPED GALVANIZED 2"x2"x1 4"

NOSING w/ 3 8"Ø x 4" HEADED STUD @ 24" O.C.

#5x1'-6" @ 1'-6" O.C. DRILLED, DOWELED

AND EPOXY GROUTED TO EXISTING SLAB -

9" MIN. EMBED.

CONTINUOUS 2"x2"x1

4" NOSING

w/ 3 8"Ø x 4" HEADED STUD @ 24" O.C.

9"

1' -4

/4

PI

T D

EP

TH

#4 @ 8" O.C.

(MID) (TYP.)

EPOXY COATED #5 REINFORCING STL. DOWEL 12"

LONG @ 1'-6" O.C. w/ SLIP SLEEVE - 6" EMBED w/

EPOXY ADHESIVE @ MID-DEPTH OF SLAB.

NEW 6" THICK CONCRETE SLAB

w/ 6x6 W2.9xW2.9 WWF

MATCH EXISTING SLAB SLOPE

(TYP.)

NEW 8" THICK CONCRETE

SLAB w/ #4 @ 8" O.C. B/W

(MID)

NEW PIT DETAIL

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

B S-1

CONTINUOUS HOT-DIPPED GALVANIZED

2"x2"x1

4" NOSING w/ 3 8"Ø x 4" HEADED

STUD @ 24" O.C.

#5x1'-6" @ 1'-6" O.C. DRILLED, DOWELED

AND EPOXY GROUTED TO EXISTING SLAB -

MIN. 9" EMBED.

EXISTING 6" THICK

CONCRETE SLAB

9" 2'-9 1/2"

NEW HOIST PIT

MINIMUM 6" GRANULAR FILL

COMPACTED TO 95% DENSITY.

(TYP.)DETAIL SYMMETRICAL

ABOUT CENTERLINE

#4 @ 24" O.C.

12"

12"

#5x1'-6" @ 1'-6" O.C. DRILL, DOWEL AND

EPOXY GROUT TO EXISTING SLAB -

MIN. 9" EMBED. (TYP.)

EXISTING 6" THICK

CONCRETE SLAB

(TYP.)

SLAB JOINT AT NEW CONSTRUCTION

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

NEW 6" THICK CONCRETE

SLAB w/ 6x6 W2.9xW2.9 WWF

THICKNESS AND SLOPE TO

MATCH EXISTING

SCALE:

N

EXISTING FLOOR PLAN - NEW WORK

1/8" = 1'-0"

EXISTING MAINTENANCE GARAGE

EXISTING OFFICE AREA

EXISTING A&E SHOP

SAWCUT AND REMOVE AREA OF EXISTING CONCRETE SLAB AS

INDICATED TO INSTALL NEW LIFT PIT AND CONTROL CONDUITS.

EXISTING BOLLARDS TO REMAIN.

M

IC

H

IG

AN

D

EP

AR

TM

EN

T O

F

TR

AN

SP

O R

TA

TI

O N

ST

AT

E O

F M

IC

H

IG

AN

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2025

AT

LA

N

TA

G

AR

AG

E

IN

-G

R O

U N

D H

O

IS

T R

EP

LA

C

EM

EN

T

AT

LA

N

TA

, M

IC

H

IG

AN

SCALE:

N

S-1

1 LARGE SCALE PIT PLAN

1/4" = 1'-0"

'-0

/2

5'

-0

(H O

LD

S-1

S-1 A

S-1 B

(TYP.)

S-1 A

(SIM.)

(TYP.)

S-1 B

(TYP.)

8"

2' -6

NEW LIFT CONTROL CONSOLE

AND CONDUITS BELOW PIT

PER MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

20'-0" V.I.F.

'-0

V.

I.F

EXTERIOR DOOR

PROVIDE NEW 2"H. CONCRETE

HOUSEKEEPING PAD AT

CONSOLE LOCATION.

COORDINATE DIMS. W/ MEP.

2'-9 1/2"2'-9 1/2" 3'-5"

EXTERIOR DOOR/PIT

INSTALL NEW LIFT PIT AND CONTROL

CONDUITS. BACKFILL DISTURBED

SUB-BASE w/ GRANULAR FILL AND

COMPACT TO 95% DENSITY. POUR NEW

6" CONCRETE SLAB INFILL DRILL, DOWEL

AND EPOXY GROUT TO EXISTING SLAB w/ #5x1'-6" @ 1'-6" O.C. - MIN. 9" EMBED. -

REFER TO DETAILS.

1' -7

1'

-1 0"

2'-9"

NEW LIFT ELECTRICAL CONDUITS DN. TO

UNGD. - COORDINATE w/ ELECTRICAL TRADES

EDGE OF EXISTING SLAB

(TYP.)

EXISTING DRAIN PIT

19 59 1/

0.

R

LO

S-

S

TR

U

C

TU

R

AL

P

LA

N S

AN

D

D

ET

AI

LS

KG EA BB

.0

5.

.0

5.

EA

EX

IS

TI

N

G C

O N

ST

R

U C

TI

O

N J

O

IN

T

EX

IS

TI

N

G C

O N

ST

R

U C

TI

O

N J

O

IN

T

*SAWCUT EXISTING CONCRETE SLAB FOR NEW DRAIN PIPES.

COORDINATE WITH MECHANICAL TRADES.

H .P

. O F

EX

IS

TI

N

G S

LA

B

AutoCAD SHX Text 2"x2"x "

AutoCAD SHX Text 2"x2"x " NOSING

AutoCAD SHX Text 2"x2"x " NOSING w/ " x 4" HEADED

AutoCAD SHX Text

NEW HOIST PIT

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

INDEX CODE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ADAM LACH, DIRECTOR

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text C

AutoCAD SHX Text

EXTERIOR DOOR

EXTERIOR DOOR/PIT

3' -9

2'

-5

/2

2' -5

/2

31'-0 1/2" PIT

29'-6 1/2" PLATFORM

26'-2 5/8" BASE-PLATE SPACING

BE

TW

EE

N

PL

AT

FO

R

M S

PL

AT

FO

R

M D

IM

P3 P4

P1 P2

PL

AT

FO

R

M D

IM

JACKING BEAM PIT

9' -0

C

O N

C R

ET

E

PI

T

CONTROL CONSOLE

SKYLIFT PLAN

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

SKU-2025-1030A-ADM-P00P01 11/5/2025 ADM

1 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

PRELIMINARY

2' -9

/2

3'

-5

2' -9

/2

9' -0

C

O N

C R

ET

E

PI

T

9 3/4"9 3/4"

31'-0 1/2" PIT

26'-2 5/8" BASE-PLATE SPACING

2' -4

/4

2'

-4

/4

4 CHEMICAL ANCHORS

PER BASE-PLATE

2 ADDITIONAL ANCHORING

HOLES PER BASE-PLATE FOR

ANCHORING IN COMPLIANCE

W/ SEISMIC REQUIREMENTS

4" SCH. 40 PVC CHASE FOR

HYDRAULIC & AIR LINES (BY OTHERS)

3/4" RIGID METAL CONDUIT TYP.

FOR INTRINSICALLY SAFE AND

LOW-VOLT WIRING (BY OTHERS)

ELECTRICAL LINE SIDE SUPPLY TO

CONTROL CONSOLE INCLUDING

3 PHASE 208/230/460/575 VOLT

50/50/25/20 AMP (BY OTHERS)

PNEUMATIC LINE SIDE SUPPLY

70-140 PSI, 5CFM TO INCLUDE

FILTER, REGULATOR, LUBRICATOR

(BY OTHERS)

8"2'-6"

JACKING BEAM PIT

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

CONCRETE & CONDUIT PLAN

NOTE: PITS ARE DIMENSIONED TO

ACCOMMODATE AUTOMATIC PIT COVERS

2 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

SKU-2025-1030A-ADM-P00P01 11/5/2025 ADM

CONTINUOUS NOSING ANGLE

2"X 2"X 1/4" WITH SHEAR ANCHORS

SPACED 24" O.C. MIN. SHEAR

ANCHORS: 1/2"Ø SHEAR STUD OR

1/4" BENT PLATE X 1" X 4" (BY OTHERS)

SECTION THROUGH PIT WALL

EMBEDDED STEEL PLATE

1/4" X 9" X 37 1/2"

WITH SHEAR ANCHORS

(BY OTHERS)

29'-6 1/2" PLATFORM

RETRACTED VIEW

EXTENDED VIEW

1/2" MAX. CAMBER

DEFLECTION ON PLATFORM

1'-4 1/4" PIT DEPTH

REINFORCED CONCRETE

MIN. 6" THICK, #4 BAR, 12" O.C.

BOTH WAYS (NOT SHOWN)

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

ELEVATION

3 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

3'-5"

2'-5 1/2" 3'-9" 2'-5 1/2"

9'-0"

CONCRETE PIT

2'-9 1/2"

PIT WIDTH

2'-9 1/2"

PIT WIDTH

PLATFORMS 5'

-9

1'-4 1/4" PIT DEPTH

1'-3 3/4" LIFT RETRACTED

SHIMMING AS NEEDED

FOR FLUSH LAYOUT

CONTINUOUS NOSING ANGLE

2" X 2" X 1/4" WITH SHEAR ANCHORS

(BY OTHERS)

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

SECTION

NOTE: PITS ARE DIMENSIONED TO

ACCOMMODATE AUTOMATIC PIT COVERS

4 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

AIR & ELECTRICAL SERVICES AT CONSOLE

LOCATE CONDUITS IN

16" x 5 1/2" HATCHED

TARGET AREA

1/

2"

INTERNAL CONDUITS

16"

FRONTFRONT

/4

CONTROL CONSOLE

20 1/4"

/4

FRONT

4" SCH. 40 PVC CHASE, TRIM TO 3"

ABOVE FINISHED FLOOR

(BY OTHERS)

ISOMETRIC VIEW OF CONDUITS

AT CONTROL CONSOLE

3/4" RIGID METAL CONDUIT, CONTINUOUS

PIPE 18" ABOVE FINISHED FLOOR. INCLUDE

SEAL-OFF TO MEET LOCAL REQUIREMENTS.

(BY OTHERS)

RIGID METAL CONDUIT FOR

ELECTRIC LINE SIDE SUPPLY,

INCLUDE SEAL-OFF TO MEET LOCAL

REQUIREMENTS. (BY OTHERS)

CONDUIT CHASE OR PIPE FOR

COMPRESSED AIR SUPPLY

(BY OTHERS)

FLOOR

FILTER/REGULATOR/LUBRICATOR

MOUNT SECURELY TO WALL, IN

ACCESSIBLE LOCATION. (BY OTHERS)

DISCONNECT, CONDUIT

& CONDUCTORS

(BY OTHERS)

FRONT

SHUT-OFF VALVE

(BY OTHERS)

CONNECT NEW ELECTRIC AND

COMPRESSED AIR TO CONTROL

CONSOLE AS REQUIRED

(BY OTHERS)

LIFT CONTROL CONSOLE

COMPRESSED AIR PIPING

(BY OTHERS)

PNEUMATIC LINE SIDE SUPPLY

70-140 PSI, 5CFM

(BY OTHERS)

AIR & ELECTRICAL SERVICES AT CONSOLE

ELECTRICAL LINE SIDE SUPPLY TO

CONTROL CONSOLE INCLUDING

3 PHASE 208/230/460/575 VOLT

50/50/25/20 AMP (BY OTHERS)

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

ebright CONTROL CONSOLE DETAILS

5 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

4"

6"

3"

4"

3"

4"

6"

3"

4"

3"

P1 P2

4" SCH. 40 PVC

CHASE CONDUIT

3/4" RIGID METAL

CONDUIT TYP. FOR

INTRINSICALLY SAFE

AND LOW-VOLT

WIRING

4" SCH. 40 PVC

CHASE CONDUIT

REVISIONS

SHEET OF

PROJECT:

DESCRIPTION:

APPROVED BY:

SIGNATURE:

PRINT NAME:

DATE:

DRAWN BY

STERTIL-KONI USA, INC.

200 LOG CANOE CIRCLE, STEVENSVILLE, MD 21666

TEL. 800-336-6637

NOT FOR CONSTRUCTION

LIFT INSTALLER:

CHECKED BY

NOT TO SCALE

CONDUIT DETAILS AT BASEPLATE

6 6

ADM

TMK

10/30/2025

10/30/2025

MDOT Atlanta, MI

Kessler Equipment

SKU-2025-1030A-ADM-P01

SKYLIFT 780-9 FM APC JB

with Automatic Pit Covers

591.25100.RLO_MDOT Atlanta Garage Hoist_Addendum #1.pdf
Sheets A-1 and A-2.pdf
A-1.pdf
Sheets and Views
A-1
A-2.pdf
Sheets and Views
A-2
S-1.pdf
Sheets and Views
S-1
MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01.pdf
Sheets and Views
MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01-Sheet 1
MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01-Sheet 2
MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01-Sheet 3
MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01-Sheet 4
MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01-Sheet 5
MDOT Atlanta, MI, SKYLIFT 780-9 FM APC JB P01-Sheet 6

Sensor Connection.pdf

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