Bid Plans.pdf

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

KALK

REM

40023

N/A

02/26/18

0 60

HORZ. (FT)

RADULSKI

GAYLORD

REMOVALS

KALKASKA GARAGE

Michigan Department of Transportation

1SECT

DESCRIPTIONAUTH

DATE NO. DATENO.

FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )

FILE:KALKASKA REM.dgn

N

REMOVAL QUANTITIES

14150 Syd HMA Surface, Rem

91 Syd Pavt, Rem

3165 Cyd Excavation, Earth

1 Ea Bollard, Rem

1 Cyd Masonry and Conc Structure, Rem

12 Ft Curb and Gutter, Rem

8 Ft Curb, Rem

SAVE THIS HMA AREA

SAWCUTSAWCUT

FLAMMABLE MATERIAL

HAZARDOUS OR

UTILITY

CAUTION - CRITICAL

40 Ft Fence, Rem

Ä 20' FENCE

Ä 20' FENCE

CONTROL PANEL

PRESERVE ELECTRIC GATE

SAWCUT

THE SALT BARN AS NOTED ON THE PLANS.

THE ONLY BOLLARD TO BE REMOVED IS LOCATED IN FRONT OF

CONCRETE AREAS IN FRONT OF DOORWAYS WILL BE LEFT IN PLACE.

PAVING.

PROCESS AND ADJUST TO FINAL PAVEMENT GRADES AFTER

ARE AND PRESERVE THEM THROUGHOUT THE RECONSTRUCTION

THE CONTRACTOR WILL NEED TO BE AWARE OF WHERE THEY

VARIOUS GATE VALVES ARE LOCATED IN THE PARKING AREA.

DAYS PRIOR TO EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS.

SINGLE ADRESS OR RTE.MISSDIG.ORG, A MINIMUM OF 3 BUSINESS

OR VIA THE WEB AT EITHER ELOCATE.MISSDIG.ORG FOR

MISS DIG SYSTEM, INC. BY PHONE AT 811 OR 800-482-7171

IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE

SHOWN ON THESE PLANS.

NOT ALL UTILITIES THAT WILL AFFECT THE PROJECT ARE

THE PROJECT TIMELINE.

HOW TO MAINTAIN USABILITY FOR THE FACILITY THROUGHOUT

BEGINNING THE PROJECT TO DISCUSS PROJECT STAGING AND

SUPERVISOR, BOB HELSEL, AT (231) 258-5611 PRIOR TO

NOTE: THE CONTRACTOR NEEDS TO CONTACT THE KALKASKA GARAGE

SALT BARN

CP

CP

CP

CP

CP

SAWCUT TO PRESERVE BOLLARDS

BM

CP

CP

AND PAVT, REM

HMA SURFACE, REM

SAWCUT/REM HMA 5' FROM BUILDING

SAWCUT

SAWCUT

SAWCUT

REM BOLLARD

BM

REM CONCRETE

REM CONCRETE

REM CONCRETE

REM 12' BROKEN CURB AND GUTTER

REM 4' DIA CONC BASE

REM HMA CURB

REM CONCRETE

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DATE:

CON

02/05/18

0 60

HORZ. (FT)

RADULSKI

CONSTRUCTION

FILE:KALKASKA CON.dgn

CONSTRUCTION QUANTITIES

40'x40' CONC AREA

R

R

12' TYPE E CURB

27'

CURB AND GUTTER, DET B2

BB

A

A

C C

SALT BARN

BM

CP

CP

CP

INTO CATCH BASIN

4" UNDERDRAIN TAPPED

80' 15" CULV

4368 Ton HMA, LVSP

176 Ton HMA Approach

15920 Syd Aggregate Base, 6 inch

178 Syd Conc Pavt, Misc, Nonreinf, 10 inch

160 Ft Underdrain, Subbase, 4 inch

10 Ft Underdrain Outlet, 4 inch

1 Ea Sewer Tap, 4 inch

75 Ft Curb and Gutter, Conc, Det B2

12 Ft Curb, Conc, Det E2

' 80 Ft Culv, Cl E, 15 inch

2 Ea Culv End Sect, Metal, 15 inch

4 Ea Dr Structure Cover, Adj, Case 1

3 Ft Dr Structure, Adj, Add Depth

RAISE 2 CATCH BASINS 1.16'

BREAKLINES FOR FINAL DRAINAGE

1 Ea Bollard

30'R 30'

R

400 Syd Slope Restoration, Type A

90 Cyd Embankment, LM

4 Ea Gate Box, Adj, Case 1

Strand of Barbed Wire

40 Ft Fence, Chain Link, 72 inch, with 3

N E

W

F

E N

C E

N E

W

F

E N

C E

IN CONCRETE

NEW BOLLARD

HMA APPROACH

TRAIL WITH CURB AND GUTTER (TYP)

DO NOT ENCROACH ON THE PAVED

IN UNDERDRAIN TO CATCH BASIN

ENSURE POSITIVE DRAINAGE

MIXTURE TDS.

STANDARD SPECIFICATIONS FOR CONSTRUCTION, USING SEED

RESTORED IN ACCORDANCE WITH SECTION 816 OF THE 2012

DISTURBED EARTH WILL BE GRADED TO CLASS A SLOPES AND

AND BREAKLINES.

THAT DRAINAGE OCCURS AS IS NOTED BY THE DRAINAGE ARROWS

GRADES WILL BE DETERMINED BY THE CONTRACTOR TO ENSURE

IN THE 40'x40' CONCRETE AREA IN FRONT OF THE SALT BARN.

THE ONLY BOLLARD TO BE REPLACED IS THE ONE LOCATED

PAVING.

PROCESS AND ADJUST TO FINAL PAVEMENT GRADES AFTER

ARE AND PRESERVE THEM THROUGHOUT THE RECONSTRUCTION

THE CONTRACTOR WILL NEED TO BE AWARE OF WHERE THEY

VARIOUS GATE VALVES ARE LOCATED IN THE PARKING AREA.

THE PROJECT TIMELINE.

HOW TO MAINTAIN USABILITY FOR THE FACILITY THROUGHOUT

BEGINNING THE PROJECT TO DISCUSS PROJECT STAGING AND

SUPERVISOR, BOB HELSEL, AT (231) 258-5611 PRIOR TO

NOTE: THE CONTRACTOR NEEDS TO CONTACT THE KALKASKA GARAGE

NN

UTILITY

CAUTION - CRITICAL

FLAMMABLE MATERIAL

HAZARDOUS OR

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DATE:

DET

02/13/18

0 5

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RADULSKI

MISC DETAILS

FILE:KALKASKA DET.dgn

PROPOSED CURB AND GUTTER TYPICAL SECTION

SECTION B-B

CONCRETE AREA CROSS SECTIONPARKING LOT HMA CROSS SECTION

2%

* ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING

SECTION C-C

SECTION A-A

B U

IL

D

IN

G

F

A C

E

BUILDING FLOOR

ALL "EMBANKMENT, LM" SHALL BE GRANULAR MATERIAL, CL II.

WILL BE DENSE-GRADED AGGREGATE, 21AA.

NOTE: ALL AGGREGATE FOR BOTH "APPROACH, CL I" AND "AGGREGATE BASE, 6 INCH"

4%

EX GROUND

EX HMA

APPROACH, CL I (6 INCHES)

1:4 OR FLATTER

:1

SLOPE RESTORATION, TYPE A

EMBANKMENT, LM

EXCAVATION, EARTH

PAID AS

GRADE TO THIS LINE

ITEM

220 58-28

58-28

HMA APPLICATION ESTIMATE

IDENT NO. PERFORMANCE GRADE

LVSP-T

LVSP-L

RATE LBS PER SYD

HMA, LVSP

TOP COURSE, AWI=260

REMARKS

LEVELING COURSE

HMA, LVSP

HMAA HMA APPROACH 550 58-28

*FOR INFORMATION ONLY

HMA, LVSP PLACED AT 3" LIFT AND 2" LIFT

HMAA

CONC, DET E2

CURB AND GUTTER,

EX HMA

LVSP-T

LVSP-L

4%

EX GROUND

1:4 OR FLATTER

:1

EMBANKMENT, LM

TO APPLY: AT NORTH ENTRANCE DRIVE

LVSP-T

LVSP-L

OR GROUND SURFACE

EX HMA SURFACE

VARIES

EXCAVATION, EARTH

PAID AS

GRADE TO THIS LINE

EX SUBBASE

3"-4" AVG THICKNESS

EX HMA SURFACE IS

TO APPLY: EVERYWHERE HMA PARKING LOT SURFACE IS SHOWN ON THE PLANS

EXCAVATION, EARTH

PAID AS

GRADE TO THIS LINE

EX SUBBASE

TO APPLY: AT THE 40'x40' CONC AREA AS SHOWN ON PLANS

EX HMA SURFACE

AWAY FROM BUILDINGS

ENSURE POSITIVE DRAINAGE

CONC PAVT, MISC, NONREINF, 10 INCH

CONC, DET B2

CURB AND GUTTER,

AGGREGATE BASE, 6 INCH

AGGREGATE BASE, 6 INCH

2'

1'

2'

EXCAVATION, EARTH

PAID AS

GRADE TO THIS LINE AGGREGATE BASE, 6 INCH

8'

TO APPLY: AT EAST DOOR TO MAIN BUILDING WHERE SHOWN ON PLANS

SIDEWALK, CONC, 6 INCH

TO APPLY: AT EDGE OF HMA PARKING LOT

TO APPLY: REPLACE BROKEN CURB NEAR NORTH DOOR MAIN BLDG

VARIES

EXCAVATION, EARTH

PAID AS

GRADE TO THIS LINE

EX SUBBASE

AGGREGATE BASE, 6 INCH

EX SUBBASE

HMA PARKING LOT CROSS SECTION

:1

EX GROUND

:1

SLOPE RESTORATION, TYPE A

1'

EMBANKMENT, LM

HMA PARKING LOT

AND EXCAVATION, EARTH

PAID AS PAVT, REM

GRADE TO THIS LINE

0.05-0.15 GAL* BOND COAT

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DATE:

PVTMRK

02/01/18

0 60

HORZ. (FT)

RADULSKI

PAVEMENT MARKINGS

FILE:KALKASKA GARAGE PAVT MRKGS.dgn

20'

10'

15 PARKING SPACES

9 PARKING SPACES

18'

12'

8'

10' 10'

.2

.5

PARKING SPACES

6 ANGLED TRUCK

32'

2 PARKING SPACES

2 PARKING SPACES

3 PARKING SPACES

10 TYPICAL PARKING SPACES

8' SPACE CENTERED ON SIDEWALK

1 TYPICAL PARKING SPACE

2 ACCESSIBLE STALLS AND

THE 8' SPACE CENTERED ON BUILDING DOOR.

1 VAN ACCESSIBLE PARKING SPACE WITH

10'

12' 8'

12'

BM

BM

CP

CP

CP

CP

CP

CP

CP

CURRENT PARKING LOT PAINT LAYOUT TYPICALS.

MDOT PAVE-956 SERIES IS TO BE REFERENCED FOR THE MOST

A TYPICAL 10' X 18' CAR PARKING STALL

NOTE: ANY PARKING SPACES NOT DIMENSIONED ARE INTENDED TO BE

PAVEMENT MARKING QUANTITIES

Parks, & Lots, 4 inch, White

1280 Ft Pavt Mrkg, Waterborne, for Rest Areas, Parks, & Lots, 4 inch, Blue

280 Ft Pavt Mrkg, Waterborne, for Rest Areas, 3 Ea Pavt Mrkg, Polyurea, Handicap Sym

N

CP

CP

CP

CP

CP

BM

CP

CP

BM

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