HomeFront Parking Lots Addendum No 1.pdf

2404 Addendum #1 - 1 -

ADDENDUM NO. One (1) PROJECT: HomeFront Parking Lot Repairs – Multiple Locations – CF 22-03-01, CF 22-

05-01, CF 23-08-01

PROJECT NO.: 2404

DATE ISSUED: April 18, 2024

TO: All Bidders of Record

Acknowledge receipt of this Addendum by inserting its number in space provided on Bid Form.

Failure to do so may subject Bidder disqualification. This Addendum forms part of Bidding Documents and modifies them as follows.

GENERAL COMMENTS:

• Pre-Bid Meeting sign in sheet attached.

• Bid Date is updated to April 24, 2024, at 11:00 am.

• See attached updated bid form.

• Scope of Work Changes (as detailed in the drawings) o Requirements for replacement of parking blocks that fail due to integrity at removal.

o Requirements for striping and number of parking stalls.

o Requirements for removing oil spots on asphalt.

o Removal of requirements for milling out of cracks wider than ½”. All cracks will receive crack seal.

o Site specific changes as detailed on each sheet.

• Contractor Questions o Q1 - On your diagram of the dig outs there is a T wedge (what we call it) It’s the area that you mill back another 18" minimum (after your initial cut) half the thickness of the asphalt. It’s on page 2.4 of details, It’s on both details 3" & 4". A T wedge for those patches in the parking lot may be very difficult with little room to maneuver equipment. It’s usually used on roadways.

o A1 – The only cut out after the changes in this addendum will be at 439-465 Bunting Drive. Contractor may elect to do a straight cut in lieu of the milled edge section as detailed; however, the new joint shall be sealed.

DRAWINGS:

• Sheets 1.1 – Alternates descriptions added for milling and overlay of drive aisles at Woody

Subdivision and Bunting Lane lots.

• Sheet 2.1 – Bid Item #1 - Eagles Nest Subdivision o Removal of linear trench drain cleaning requirements.

o Removal of dig out requirements.

o Removal of slurry seal requirement for Lot A (1526-1542 Westchester Square W) o Requirements for oil removal from asphalt added.

2404 Addendum #1 - 2 -o Requirements for replacement of parking blocks that fail due to integrity at removal added.

o Requirements for striping and numbering of parking stalls added.

o Bid quantities updated.

• Sheet 2.2 – Bid Item #2 - Woody Subdivision o Removal of dig out requirements.

o Requirements for oil removal from asphalt added.

o Requirements for replacement of parking blocks that fail due to integrity at removal added.

o Requirements for striping and numbering of parking stalls added.

o Bid quantities updated.

o Add Alternate for milling and overlay of drive aisle between parking stalls.

• Sheet 2.3 – Bid Item #3 – Scattered Southside Parking Lots o Removal of dig out requirements (per Raken reports).

o Addition of dig out requirements around catch basin drain at 439-465 Bunting

Street.

o Requirements for oil removal from asphalt added.

o Requirements for replacement of parking blocks that fail due to integrity at removal added.

o Requirements for striping and numbering of parking stalls added.

o Bid quantities updated.

o Add Alternate for milling and overlay of drive aisle between parking stalls.

END OF ADDENDUM #1

2404 Bid Form - 1

BID FORM – 2 PAGES

To: Brian Starr, Director of Procurement & Construction

HomeFront of Billings 2415 First Avenue North Billings, MT 59101

From: _____________________________

Dun & Bradstreet D-U-N-S Number: ______________________

PROPOSAL FOR:

HomeFront Parking Lot Repairs

Billings, MT Project #2404

We the undersigned, have familiarized ourselves with local conditions under which the work will be performed, and the Bidding Documents issued as Project No. 2404 by Schutz Foss Architects and do hereby propose to perform all herein indicated Work in accordance with those Bidding Documents, including Addenda number ______ issued thereto, for the following items:

The Contractor may have the option of bidding one Bid Lot or the other, or both bid lots.

BID ITEM 1 – Eagles Nest Subdivision Parking Lots

For the sum of

Dollars ($ ) BID ITEM 2 – Woody Subdivision Parking Lots

ADD Alternate #1: Drive Aisle Mill Out & Replace

BID ITEM 3 – Scattered Southside Parking Lots

ADD Alternate #2: Drive Aisle Mill Out & Replace

The Bidder hereby agrees that, if awarded a Contract, all items of the Contract will be Substantially Complete on or before_____________________________________.

In submitting bids it is understood that the right is reserved by the Owner to reject any and all proposals or to waive any informalities therein, and it is agreed that Bids may not be withdrawn during the period of 30 days from bid opening date.

By submission of this Bid, each Bidder certifies, and in the case of a joint Bid each party thereto certifies as to its own organization, that this Bid has been arrived at independently, without consultation, communication or agreement as to any matter relating to this Bid with any other Bidders or with any other competitors.

Name of Firm: ______________________________________ Official Address: ______________________________________

2404 Bid Form - 2

Contractor License Number

If a corporation, what is the State of Incorporation: ___________________________________________

If a partnership, state full name of all Co-partners:

Located in the City of and the State of

Seal, if any

Signature _____________________________________

Title _____________________________________ Date _____________________________________

SHEET INDEXGENERAL CONSTRUCTION NOTES

A.B.

AC

A.D.

A.F.F.

ALT

ALUM/AL.

ANCH

APPROX

BD

B.F.

BLDG

BLK

BLKG

BM

B.O.

BOT

BRG

BTWN

B.U.R.

CAB

C.B.

C.C.

CEM

CER

C & G C.H.

C.J.

CLG

C.O.

COL

COMP

CON

CONC

CONST

CONT

CONTR

CORR

C.T.

CTR

CTSK

C.U.H.

C.W.

CFOI

CFCI

AT

ANCHOR BOLT

ACOUSTIC

ACCESS DOOR

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ANCHOR

APPROXIMATE

BOARD/BEAD

BOTH FACES

BUILDING

BLOCK

BLOCKING

BEAM

BY OWNER/BY OTHERS

BOTTOM

BEARING

BETWEEN

BUILT-UP ROOFING

CABINET

CHALKBOARD/CATCH BASIN

CENTER TO CENTER

CEMENT

CERAMIC

CURB & GUTTER

COAT HOOK

CONTROL JOINT

CENTER LINE

CEILING

CLEAN OUT

COLUMN

COMPOSITION

CONSOLE

CONCRETE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRIDOR/CORRUGATED

CERAMIC TILE

COUNTER/ CENTER

COUNTER SINK

CABINET UNIT HEATER

COLD WATER

CONTRACTOR FURNISHED

CONTRACTOR FURNISHED

ARCHITECTURALARCH

BLAN BLANKET

BENCH MARKB.M.

BSMT BASEMENT

CORRUGATED METAL PIPEC.M.P.

CUSTODIANCUST

D or DP

DBL

D.C.S.

DET

D.F.

DIA/Ø

DIFF

DIM

DIV-15

DIV-16

DN

DR

DRWG or DWG

DS

DW

DWL

EA

E.C.

E.F

E.J.

EL

ELEC

ENT

E.P.

EQUIP

E.W.

E.W.C.

EXH

EXIST

EXP

EXTR

FA

F.D.

F.E.

F.E.C.

F.H.C.

FIN

FIX or FIXT F.O.

FLG

FLR

FND

FR

F.S.

FT

FTG

FUR

DEEP

DOUBLE

DOUBLE COMPARTMENT SINK

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIFFUSER

DIMENSION/ DIMMER

DIVISION 15-MECHANICAL

DIVISION 16-ELECTRICAL

DOWN

DOOR

DRAWING

DOWNSPOUT

DISHWASHER

DOWEL

EACH

ELECTRICAL CONTRACTOR

EACH FACE

EXPANSION JOINT

ELEVATION

ELECTRICAL

ENTRANCE

ELECTRICAL PANEL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXPANSION

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISH

FIXTURE

FINISHED OPENING

FLASHING/ FLANGE

FLOOR

FOUNDATION

FRAME

FLOOR SINK

FOOT/ FEET

FOOTING

FURRING

GA

G.B.

G.C.

GEN

G.I.

GL

GYP BD

GYP

H.B.

HC

HD

HDBD

HDR

H.M.

HORIZ

HR

HT

H.W.

I.D.

INSUL

INT

JAN

JB

JST

JT

K.E.S.

LAM. P.

LAV/ L

LKR

M

MAS

MATL

MAX

M.C.

MECH

MED

MEMB

MTL

MFR or MANUF.

MK.B.D.

MIN

MISC

M.L.

M.O.

MTD

GAUGE

GRAB BAR

GENERAL CONTRACTOR

GENERAL

GALVANIZED IRON

GLASS/GLAZING

GYPSUM WALL BOARD

GYPSUM

HOSE BIB

HANDICAP

HEAD

HARDBOARD

HEADER

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

HOT WATER

INSIDE DIAMETER

INSULATION

INTERIOR/ INTERNAL

JANITOR

JAMB

JOIST

JOINT

KITCHEN EQUIPMENT SUPPLIER

LAMINATED PLASTIC

LAVATORY

LOCKER

MIRROR

MASONRY

MATERIAL

MAXIMUM

MECHANICAL CONTRACTOR

MECHANICAL

MEDICINE

MEMBRANE

METAL

MANUFACTURER

MARKER BOARD

MINIMUM

MISCELLANEOUS

METAL LATH

MASONRY OPENING

MOUNTED

N.I.C.

NOM

N.T.S.

O.C.

O.D.

O.F.

OH

OPNG

OPP

OXY

OFCI

OFOI

PLAM

PART

PLAS

PLBG

PLYWD

PNL

PR

PT

P.V.

Q.T.

R

RND

R.D.

REC

RECP

REF

REINF

RFG

R.H.

R.I.

RM

R.O.

R & S R.T.

RUB

NUMBER/ POUND

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OVERHEAD

OPENING

OPPOSITE

OXYGEN

OWNER FURNISHED

OWNER FURNISHED

PLASTIC LAMINATE

PARTITION/ PARTICLE

PLATE

PLASTIC

PLUMBING

PLYWOOD

PANEL

PAIR

POINT

PLUMBING VENT

QUARRY TILE

RISER/ RADIUS

ROUND

ROOF DRAIN

RECESSED

RECEPTOR/ RECEPTACLE

REFRIGERATOR

REINFORCING

ROOFING

ROBE HOOK/ RIGHT HAND

ROUGH-IN

ROOM

ROOF OPENING/ROUGH OPENING

ROD & SHELF

RUBBER TILE

RUBBER

S

SAN

SCHED.

S.D.

SECT

SGL

S.G.T.

SHR

SHS

SHT

SIM

S.J.

S.P.

SPECS

SPR

SQ

S.S.

S.S.D.

ST.V.

STA

STD

STL

STRUCT

SUPLR

SUSP

SW

SWBD

T T.B.

T.C.

TELE

T & G T.H.

THLD

T.O.B.

T.O.F.

T.O.FLR.

TOIL

T.O.J.

T.O.S.

T.P.

T.P.H.

TR

TYP

TV

UCTR

U.H.

UR

U.S.C.

SINK/ SEWER

SANITARY

SCHEDULE

SEE DETAIL

SECTION

SINGLE

STRUCTURAL GLAZED TILE

SHOWER

SHELVES

SHEET

SIMILAR

STEEL JOIST

STAND PIPE

SPECIFICATIONS

SPRINKLER

SQUARE

STAINLESS STEEL/ SERVICE SINK

SEE STANDARD DETAIL

STACK VENT

STATION

STANDARD

STEEL

STRUCTURAL

SUPPLIER

SUSPENDED

SWITCH

SWITCHBOARD

TILE

TACK BOARD

TOWEL CABINET

TELEPHONE

TONGUE & GROOVE

TOWEL HOOK

THRESHOLD

TOP OF BEAM/ TOP OF BEARING

TOP OF FOOTING

TOP OF FLOOR

TOILET

TOP OF JOIST

TOP OF STEEL

TOILET PARTITION

TOILET PAPER HOLDER

TREAD

TYPICAL

TELEVISION

UNDER COUNTER

UNIT HEATER

URINAL

UNDER SEPARATE CONTRACT

(V)

VAT

VCT

VERT

VWF

W/

WC

WD

WDW

W/O

WOM

WSCT

VERIFY

VINYL ASBESTOS TILE

VINYL COMPOSITION TILE

VERTICAL

VINYL WALL FABRIC

WITH

WATER CLOSET

WOOD

WINDOW

WITHOUT

WOMEN

WAINSCOT

CONTRACTOR INSTALLED

OWNER INSTALLED

OWNER INSTALLED

CONTRACTOR INSTALLED

ABBREVIATIONS

PROPERTY LINE

SANITARY SEWER

STORM SEWER

COMBINATION SEWER

WATER MAIN

GAS MAIN

POWER LINE

TELEPHONE LINE

ELECTRIC SERVICE

CONTOUR LINE

CURB

CURB & GUTTER

FENCE (TYPE NOTED)

POWER & TELEPHONE POLES

SOIL BORING

MANHOLE

CATCH BASIN

FIRE HYDRANT

LAMP POSTS

GUY WIRE & ANCHOR

SPOT ELEVATION

PROPERTY CORNER

DECIDUOUS TREE

CONIFEROUS TREE

DIRECTION OF DRAINAGE

EXISTING NEW

W

G

P

T

E

UG

UG

905 905

E

T

P

UG

UG

G

W

SITE DRAFTING SYMBOLS

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

COLUMN NUMBER OR LETTER

DETAIL NUMBER

SHEET NUMBER

BUILDING & WALL SECTIONS

DETAIL NUMBERS

DETAIL SECTIONS

COLUMN LINES

INTERIOR ELEVATIONS

LOCATIONS

BILLINGS

VICINITY MAPPROJECT DESCRIPTION

PAPER TOWELP.T.

C.S. CLINICAL SINK

T.D. TOWEL DISPENSER

W WIDE

HELENA

ACOUSTIC CEILING TILEACT

BOZEMAN

BUTTE

MISSOULA

CONCRETE MASONRY UNITC.M.U.

FIBERGLASS REINFORCED PLASTICFRP

VAPOR BARRIERV.B.

V. BASE VINYL BASE

R.B. RUBBER BASE

PROJECT TEAM

CLR CLEAR

CAULKCALK EXCAVATEEXCAV.

FURNISHEDFURN

HAND RAILH.R.

OWNER

ARCHITECT / DESIGNER

ENGINEERS - CIVIL

ADJ ADJACENT

SPOT ELEVATIONS

ELEVATION

FLOWLINEFL

T.O.C. TOP OF CONCRETE

SV SHEET VINYL

S.F. SQUARE FOOT

EXTERIOR INSULATIONEIFS

FINISH SYSTEM

XFMR TRANSFORMER

SHTG/SHTHG SHEATHING

AROUNDARND.

PVC POLYVINYL CHLORIDE

DISP DISPENSER

AND&

1. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR FIELD VERIFYING THE SITE CONDITIONS & DIMENSIONS SHOWN ON THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. DISCREPANCIES FOUND ON THESE DRAWINGS SHALL

BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR THE DESIGNER IMMEDIATELY.

2. DIMENSIONS ARE IN FEET/ INCHES.

3. GENERAL CONTRACTOR IS TO VERIFY LOCATION OF ALL TRENCH AND DRYWELL DRAINS..

4. DIMENSIONS ARE TO OUTSIDE EDGE OF ASPHALT. ALL DIMENSIONS GIVEN ARE APPROXIMATE..

5. GEN. CONTRACTOR IS TO COORDINATE WITH ALL SUBCONTRACTORS TO ACCOMPLISH THE OUTCOME AS PRESENTED IN THESE DOCUMENTS. IF PROBLEMS OCCUR THAT MAKE IT IMPOSSIBLE TO ACCOMPLISH THIS AS INDICATED, THE ARCHITECT IS TO BE NOTIFIED

IMMEDIATELY.

6. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION & CONSTRUCTION SCHEDULES WITH OWNER TO RESTRICT HIGH LEVEL NOISE

FOR OCCUPANTS.

7. DISPOSE OF DEMOLITION MATERIALS FROM PROJECT ON A REGULAR SCHEDULE, DO NOT ALLOW DEBRIS TO ACCUMULATE & / OR

CREATE A HAZARD SITUATION.

8. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING AREA WITH OWNER.

9. ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, MARCH 2010, AND THE CITY OF BILLINGS STANDARD MODIFICATIONS, JANUARY 2021.

1.1 COVER SHEET

2.1 EAGLES NEST SUBDIVISION PARKING LOT PLANS

2.2 WOODY SUBDIVISION PARKING LOT PLANS

2.3 SCATTERED SOUTHSIDE PARKING LOT PLANS

2.4 PAVING REPAIR DETAILS

SCHUTZ FOSS ARCHITECTS

3030 FOURTH AVENUE NORTH

BILLINGS, MONTANA 59101

1-406-252-9218

SANDERSON STEWART ENGINEERING

1300 NORTH TRANSTECH WAY

BILLINGS, MT 59102

1-406-656-5255

Project No.

Date

Drawn by

H O

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April 5, 2024

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4-

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COVERSHEET

1.1

HOMEFRONT

2415 1ST AVE. NORTH

BILLINGS, MT 59101

1-406-245-6391

HOMEFRONT

PARKING LOT REPAIRS

MULTIPLE LOCATIONS

BILLINGS, MT

CF-22-03-01, CF 22-05-01, CF 23-08-01

PARKING LOT REPAIRS AT MULTIPLE BILLINGS

LOCATIONS

CONTRACTOR SHALL HAVE THE OPTION OF

BIDDING ANY OR ALL OF THE FOLLOWING THREE

BID ITEMS.

BID ITEM #1

MT 1-3 - CF-22-03-01

Eagles Nest Subdivision 362-368 Aristocrat 220-338 Westchester Square South 1472-1542 Westchester Square South Billings, MT 59105

BID ITEM #2

MT 1-5 - CF-22-05-01

Woody Subdivision 1890 Woody Drive Billings, MT 59102

BID ITEM #3

MT 1-8 - CF-22-08-01

Scattered Southside 415-465 Bunting Drive 2720-2726 4TH Avenue South Billings, MT 59101

EAGLES NEST

SUBDIVISION

WOODY

SUBDIVISION

BUNTING SUBDIVISION

2720-2726 4TH

AVE SOUTH

ADD ALTERNATES

ADD ALTERNATE #1 - WOODY SUBDIVISION (BID ITEM #2)

MILL OUT 3" DEEP AT CENTER DRIVE THROUGH PARKING LOT, 22' WIDE. REMOVE SPEED BUMPS. REPAVE SECTION, PLACE NEW

SPEED BUMPS AND PAINT SPEED BUMPS. SEE SHEET 2.2.

ADD ALTERNATE #2 - SCATTERED SOUTH SIDDE (BID ITEM #3)

MILL OUT 3" DEEP AT CENTER DRIVE THROUGH BOTH BUNTING PARKING LOTS, 12' WIDE FROM DUMPSTER BUMP OUTS TO STREET

ACCESS. REPAVE SECTIONS. SEE SHEET 2.3.

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text F

AutoCAD SHX Text

ALLEN F. RAPACZ

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text G

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51'-0"

'-0

'-6

'-6

63'-0"

26'-0"

14'-0"

'-0

'-6

'-6

'-0

H.C.

15##

H.C.

15## 1526 1528

N O

PA

R

KI

N

G 154#1536 15##

39'-0"

'-0

'-6

'-6

39'-0"

7'-0"

7'-0"

'-0

'-6

'-6

'-0

14861484

1474 1472

'-0

57'-0"

20'-0" 18'-6"18'-6"

368 364 366 362

18'-6" 20'-0" 18'-6"

'-0

57'-0"

338 336 334 332

'-0

108'-0"

20'-0" 68'-0" 20'-0"

'-0

N O

PA

R

KI

N

G

324 322 326 320 316 314 318

18'-6" 20'-0" 18'-6"

'-0

57'-0"

270 274 268 272

'-0

50'-0"

18'-0" 25'-0" ≈17'-5 1/2"

'-0

34'-0"

'-0

'-2

H.C.

H.C.

224 220

Project No.

Date

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EAGLES NEST SUBDIVISION VICINITY MAP

SCALE: 1/16" = 1'-0"

LOT A

1526-1542 WESTCHESTER

SQUARE WEST

LOT B

1472-1486 WESTCHESTER

SQUARE WEST

LOT C

362-368 ARISTOCRAT

DRIVE

LOT D

332-338 WESTCHESTER

SQARE SOUTH

LOT E

314-328 WESTCHESTER

SQARE SOUTH

LOT F

268-274 WESTCHESTER

SQARE SOUTH

LOT G

220-226 WESTCHESTER

SQARE SOUTH

LOT A

SCALE: 1" = 20'-0"

LOT B

SCALE: 1" = 20'-0"

LOT C

SCALE: 1" = 20'-0"

LOT D

SCALE: 1" = 20'-0"

LOT E

SCALE: 1" = 20'-0"

LOT F

SCALE: 1" = 20'-0"

LOT G

SCALE: 1" = 20'-0"

2.1

EAGLES NEST

SUBDIVISION

PARKING LOT

PLANS

1526-1542 WESTCHESTER SQUARE WEST

CRACK SEAL = 325 LF

SLURRY SEAL= 0 SF

OIL REMOVAL= 0 STALLS

1472-1486 WESTCHESTER SQUARE WEST

CRACK SEAL = 510 LF

SLURRY SEAL = 2,764 SF

OIL REMOVAL= 0 STALLS

362-368 ARISTOCRAT

CRACK SEAL = 234 LF

SLURRY SEAL = 2,685 SF

OIL REMOVAL= 1 STALL

332-368 WESTCHESTER

SQUARE SOUTH

CRACK SEAL = 196 LF

SLURRY SEAL = 2,685 SF

OIL REMOVAL= 0 STALL

314-324 WESTCHESTER

SQUARE SOUTH

CRACK SEAL = 425 LF

SLURRY SEAL = 5,027 SF

OIL REMOVAL= 2 STALLS

268-274 WESTCHESTER

SQUARE SOUTH

CRACK SEAL = 107 LF

SLURRY SEAL = 2,685 SF

OIL REMOVAL= 3 STALLS

220-226 WESTCHESTER

SQUARE SOUTH

CRACK SEAL = 51 LF

SLURRY SEAL = 2,400 SF

OIL REMOVAL= 1 STALL

PAVEMENT REPAIR NOTES - EAGLES NEST SUBDIVISION

ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE

MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION,

MARCH, 2010, AND THE CITY OF BILLINGS STANDARD MODIFICATIONS,

JANUARY, 2021.

EACH PARKING LOT FACILITY ABOVE WAS ASSESSED AND A RAKEN

REPORT WAS PREPARED FOR EACH, WHICH PROVIDES AN ESTIMATE FOR

SQUARE FEET OF DIG OUTS AND LINEAL FEET OF CRACK SEALING. THE

RAKEN REPORT ALSO INCLUDES PHOTOS OF EACH PARKING LOT FACILITY

AND MARKINGS FOR DIG OUTS. (REFERENCE THE RAKEN DOCUMENTS IN

THE PROJECT MANUAL).

THIS BID SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS

NECESSARY TO REHABILITATE THE ABOVE-DESCRIBED PARKING LOTS.

THE BID SHALL INCLUDE REMOVAL AND RESETTING OF THE PRE-CAST PIN

DOWN PARKING BLOCKS, REPAIR OF ASPHALT CRACKS ROUTED AND

FILLED WITH SEALANT, PROVIDE A TYPE 2 SLURRY SEAL, AND PARKING

LOT STRIPING. DIG OUTS INDICATED IN THE RAKEN REPORTS WILL NOT BE

REQUIRED.

OIL SPOTS ON ASPHALT SHALL BE REMOVED BEFORE THE SLURRY SEAL IS

PLACED. MINOR OIL SPOTS SHALL BE REMOVED WITH A PAINT GRINDER

AS ENCOUNTERED. MORE SIGNIFICANT OIL SPOTS WHERE OIL IS

SATURATED INTO ASPHALT SHALL BE MILLED DOWN 1-1/2" AND

OVERLAYED. OIL SPOT MILL OUTS ARE TO BE BID ASSUMING A 6' X 15'

FOOTPRINT, WITH A MILL DEPTH OF 1-1/2".

THE BID INCLUDES THE QUANTITIES LISTED ABOVE FOR EACH INDIVIDUAL

LOT. FINAL PAYMENT SHALL BE BASED UPON THE BID LUMP SUM WITH

ADJUSTMENTS FOR INCREASES/DECREASES FROM THE ABOVE UNITS AT

THE ESTABLISHED UNIT PRICE.

ADDITIONALLY, INCLUDE A SLURRY SEAL OVER ALL EXISTING SURFACES

EXCEPT LOT A AS INDICATED ABOVE.

AFTER PAVEMENT REPAIRS ARE COMPLETE, RESET ALL REMOVED

PARKING BLOCKS. INCLUDE IN BID, PROVISIONS FOR REPLACEMENT OF 10

CONCRETE PARKING BLOCKS TO REPLACE ANY BLOCKS DAMAGED IN

REMOVAL DUE TO AGE AND INTEGRITY. REPAINT ALL PARKING BLOCKS

AND CURB AS INDICATED AT LOT E.

RE-STRIPE PARKING LOTS TO EXISTING CONFIGURATIONS COMPLETE

WITH REGULAR AND HANDICAP PARKING STALLS, STRIPED WALK WAYS

AND RESTRICTED ZONES FOR LIGHT POLES, DUMPSTERS, ETC. PAINT

STALL NUMBERING AND "NO PARKING" AS INDICATED. VERIFY STALL

NUMBERING WITH OWNER PRIOR TO PAINTING. CONTRACTOR IS

RESPONSIBLE FOR LAYING OUT THE PAINTING LAYOUT TO MATCH

EXISTING AND MAY ELECT TO MARK CURBING AND SIDEWALK EDGE PRIOR

TO SLURRY SEAL. STRIPING IS NOT SHOWN ON PLANS. UNDERLAY SHOWS

APPROXIMATE STRIPING LOCATIONS. CONTRACTOR SHALL BE

RESPONSIBLE FOR LAYING OUT THE STRIPING MATCHING THE CURRENT

LAYOUT.

SEE SHEET 2.4 FOR PAVING REPAIR DETAILS.

ALL DIMENSIONS AND QUANTITIES SHOWN ARE APPROXIMATIONS.

EXISTING TRENCH

DRAIN

BID ITEM #1 - EAGLES NEST SUBDIVISION

PARKING LOT NOTES:

1. EXISTING PARKING BLOCKS. REMOVE FOR PAVING

REPAIRS AND RESET ONCE COMPLETE. TYP. SEE

PAVEMENT REPAIR NOTES.

2. EXISTING LINEAR TRENCH DRAIN TO REMAIN AS-IS.

3. EXISTING CATCH BASIN DRAIN.

4. EXISTING CONCRETE VALLEY AND BASIN DRAIN.

5. EXISTING CONCRETE RAMP TO REMAIN.

6. MILL OUT OIL SATURATED PARKING STALLS.

ASSUME AN AREA OF 6' X 15' X 1.5" DEEP. SEE

QUANTITY COUNT BELOW EACH LOT. GENERAL

LOCATIONS INDICATED. SEE PAVEMENT REPAIR

NOTES.

7. REPAINT EXISTING CURB. SEE PAVEMENT REPAIR

NOTES.

PARKING SYMBOL LEGEND:

# PARKING STALL NUMBERS TO BE RE-PAINTED.

CONFIRM STALL NUMBER WITH OWNER.

H.C. HANDICAP PARKING STALL - PAINT NEW HANDICAP

SYMBOL.

ACCESS STRIPING - REPAINT DIAGONAL STRIPING

NO PARKING RE-PAINT "NO PARKING" IN STALL

NOTE: INCOMPLETE PARKING STALL NUMBERS WILL BE PROVIDED BEFORE

COMMENCEMENT OF CONSTRUCTION

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8'-

6"

77'-4 1/4"

245'-0"

115'-0"

60°

60°

60°

'-1

1 3 /4"

'-0

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4"

'-0

'-0

52'-0"

62'-0"

16'-9"

83'-3"

16'-9"

32'-0"

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42'-0"

60'-0" TYP.

20'-0" TYP.

4'-

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H.C.

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WOODY SUBDIVISION

SCALE: 1" = 20'-0"

2.2

WOODY

SUBDIVISION

PARKING LOT

PLANS

PAVEMENT REPAIR NOTES - WOODY SUBDIVISION

ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE

MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION,

MARCH, 2010, AND THE CITY OF BILLINGS STANDARD MODIFICATIONS,

JANUARY, 2021.

EACH PARKING LOT FACILITY ABOVE WAS ASSESSED AND A RAKEN REPORT

WAS PREPARED FOR EACH, WHICH PROVIDES AN ESTIMATE FOR SQUARE

FEET OF DIG OUTS AND LINEAL FEET OF CRACK SEALING. THE RAKEN

REPORT ALSO INCLUDES PHOTOS OF EACH PARKING LOT FACILITY AND

MARKINGS FOR DIG OUTS. (REFERENCE THE RAKEN DOCUMENTS IN THE

PROJECT MANUAL).

THIS BID SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS

NECESSARY TO REHABILITATE THE ABOVE-DESCRIBED PARKING LOTS. THE

BID SHALL INCLUDE REMOVAL AND RESETTING OF THE PRE-CAST PIN DOWN

PARKING BLOCKS, REPAIR OF ASPHALT CRACKS ROUTED AND FILLED WITH

SEALANT, REMOVAL AND REPLACEMENT OF ASPHALT AS DEFINED BY THE

PAINTED “DIG OUT AREAS” AT EACH LOCATION, PROVIDE A TYPE 2 SLURRY

SEAL, AND PARKING LOT STRIPING. DIG OUTS INDICATED IN THE RAKEN

REPORTS WILL NOT BE REQUIRED.

OIL SPOTS ON ASPHALT SHALL BE REMOVED BEFORE THE SLURRY SEAL IS

PLACED. MINOR OIL SPOTS SHALL BE REMOVED WITH A PAINT GRINDER AS

ENCOUNTERED. MORE SIGNIFICANT OIL SPOTS WHERE OIL IS SATURATED

INTO ASPHALT SHALL BE MILLED DOWN 1-1/2" AND OVERLAYED. OIL SPOT

MILL OUTS ARE TO BE BID ASSUMING A 6' X 15' FOOTPRINT, WITH A MILL

DEPTH OF 1-1/2".

THE BID INCLUDES THE QUANTITIES LISTED IN ABOVE FOR EACH INDIVIDUAL

LOT. FINAL PAYMENT SHALL BE BASED UPON THE BID LUMP SUM WITH

ADJUSTMENTS FOR INCREASES/DECREASES FROM THE ABOVE UNITS AT

THE ESTABLISHED UNIT PRICE.

ADDITIONALLY, INCLUDE A SLURRY SEAL OVER ALL EXISTING SURFACES. .

BID ALTERNATE #1 INCLUDES A 3" MILL OF THE 22' WIDE SECTION THROUGH

THE CENTER OF THE DRIVE LANE BETWEEN PARKING STALLS. OVERLAY

SECTION AND PROVIDE NEW SPEED BUMPS AT CURRENT LOCATIONS.

AFTER PAVEMENT REPAIRS ARE COMPLETE, RESET ALL REMOVED PARKING

BLOCKS. INCLUDE IN BID, PROVISIONS FOR REPLACEMENT OF 10

CONCRETE PARKING BLOCKS TO REPLACE ANY BLOCKS DAMAGED IN

REMOVAL DUE TO AGE AND INTEGRITY. REPAINT ALL PARKING BLOCKS.

RE-STRIPE PARKING LOTS TO EXISTING CONFIGURATIONS COMPLETE WITH

REGULAR AND HANDICAP PARKING STALLS, SPEED BUMPS, STRIPED WALK

WAYS AND RESTRICTED ZONES FOR LIGHT POLES, DUMPSTERS, ETC.

PAINT STALL NUMBERING AND "NO PARKING" AS INDICATED. VERIFY STALL

NUMBERING WITH OWNER PRIOR TO PAINTING. CONTRACTOR IS

RESPONSIBLE FOR LAYING OUT THE PAINTING LAYOUT TO MATCH EXISTING

AND MAY ELECT TO MARK CURBING AND SIDEWALK EDGE PRIOR TO

SLURRY SEAL. STRIPING IS NOT SHOWN ON PLANS. UNDERLAY SHOWS

APPROXIMATE STRIPING LOCATIONS. CONTRACTOR SHALL BE

RESPONSIBLE FOR LAYING OUT THE STRIPING MATCHING THE CURRENT

LAYOUT.

SEE SHEET 2.4 FOR PAVING REPAIR DETAILS.

ALL DIMENSIONS AND QUANTITIES SHOWN ARE APPROXIMATIONS.

1890 WOODY DRIVE

CRACK SEAL = 4,471 LF

SLURRY SEAL = 33,456 SF

OIL REMOVAL = 2 STALLS

ALT #1 MILLING = 13,050 SF

PARKING LOT NOTES:

1. EXISTING PARKING BLOCKS. REMOVE FOR PAVING REPAIRS

AND RESET ONCE COMPLETE. TYP. SEE PAVEMENT REPAIR

NOTES.

2. EXISTING SPEED BUMP TO REMAIN. (REMOVED AND REPLACED

UNDER BID ALTERNATE #1.)

3. EXISTING LIGHT POLE AND BOLLARDS TO REMAIN.

4. EXISTING CONCRETE RAMP TO REMAIN.

5. EXISTING FIRE HYDRANT AND BOLLARDS TO REMAIN.

6. MILL OUT OIL SATURATED PARKING STALLS. ASSUME AN AREA

OF 6' X 15' X 1.5" DEEP. SEE QUANTITY COUNT BELOW EACH

LOT. GENERAL LOCATIONS INDICATED. SEE PAVEMENT REPAIR

NOTES.

7. ALT #1 - MILL AND OVERLAY CENTER DRIVE AISLE. SEE

PAVEMENT REPAIR NOTES.

BID ITEM #2 - WOODY SUBDIVISION

PARKING SYMBOL LEGEND:

# PARKING STALL NUMBERS TO BE RE-PAINTED.

CONFIRM STALL NUMBER WITH OWNER.

H.C. HANDICAP PARKING STALL - PAINT NEW HANDICAP

SYMBOL.

ACCESS STRIPING - REPAINT DIAGONAL STRIPING

ALT. #1 - DRIVE AISLE MILL OUT & OVERLAY. SEE

PAVEMENT REPAIR NOTES.

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7'-8" 43'-6" 22'-10 7/8"

7'-8" 60'-6"

6'-0 1/8"

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24'-0" 38'-8" 10'-8"

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H.C.

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SCATTERED

SOUTHSIDE

PARKING LOT

PLANS

415-465 BUNTING DRIVE

SCALE: 1" = 20'-0"

2720-2726 4TH AVE SOUTH

SCALE: 1" = 20'-0"

PAVEMENT REPAIR NOTES: SCATTERED SOUTH SIDE SITES

ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS

STANDARD SPECIFICATIONS 6TH EDITION, MARCH, 2010, AND THE CITY OF BILLINGS STANDARD

MODIFICATIONS, JANUARY, 2021.

EACH PARKING LOT FACILITY ABOVE WAS ASSESSED AND A RAKEN REPORT WAS PREPARED FOR

EACH, WHICH PROVIDES AN ESTIMATE FOR SQUARE FEET OF DIG OUTS AND LINEAL FEET OF

CRACK SEALING. THE RAKEN REPORT ALSO INCLUDES PHOTOS OF EACH PARKING LOT FACILITY AND MARKINGS FOR DIG OUTS. (REFERENCE THE RAKEN DOCUMENTS IN THE PROJECT MANUAL).

THIS BID SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO REHABILITATE THE ABOVE-DESCRIBED PARKING LOTS. THE BID SHALL INCLUDE REMOVAL AND REPLACEMENT OF

THE PRE-CAST PIN DOWN PARKING BLOCKS, REPAIR OF ASPHALT CRACKS ROUTED AND FILLED

WITH SEALANT, REMOVAL AND REPLACEMENT OF ASPHALT AS DEFINED BY THE PAINTED “DIG OUT AREAS” AT EACH LOCATION, PROVIDE A TYPE 2 SLURRY SEAL, AND PARKING LOT STRIPING. DIG

OUT INDICATED IN THE RAKEN REPORTS WILL NOT BE REQUIRED. COMPLETE DIG OUT AS

INDICATED BY KEY NOTE #2 FOR LOT 415-465 BUNTING DRIVE AROUND DRAIN INLET AND LOWER

INLET ELEVATION.

THE ”DIG OUT” AREAS SHALL INCLUDE THE CUT OUT AND REMOVAL OF THE ASPHALT SURFACING.

THE BASE COURSE SHALL BE REMOVED TO SUBGRADE, WHICH MUST BE MOISTURE CONDITIONED

AND COMPACTED. THE REPLACEMENT PAVEMENT SECTION SHALL BE 4 INCHES THICK OF TYPE

B-MODIFIED ASPHALT OVER 12 INCHES OF CRUSHED BASE COURSE IN DRIVE AISLES.

OIL SPOTS ON ASPHALT SHALL BE REMOVED BEFORE THE SLURRY SEAL IS PLACED. MINOR OIL

SPOTS SHALL BE REMOVED WITH A PAINT GRINDER AS ENCOUNTERED. MORE SIGNIFICANT OIL

SPOTS WHERE OIL IS SATURATED INTO ASPHALT SHALL BE MILLED DOWN 1-1/2" AND OVERLAYED.

OIL SPOT MILL OUTS ARE TO BE BID ASSUMING A 6' X 15' FOOTPRINT, WITH A MILL DEPTH OF 1-1/2".

THE BID INCLUDES THE FOLLOWING QUANTITIES IN THE TABLE BELOW. FINAL PAYMENT SHALL BE

BASED UPON THE BID LUMP SUM WITH ADJUSTMENTS FOR INCREASES/DECREASES FROM THE

ABOVE UNITS AT THE ESTABLISHED UNIT PRICE.

ADDITIONALLY, INCLUDE A SLURRY SEAL OVER ALL EXISTING SURFACES.

BID ALTERNATE #2 INCLUDES A 3" MILL OF THE 12' WIDE SECTION THROUGH THE CENTER OF THE

DRIVE LANE BETWEEN PARKING STALLS (WIDTH OF THE DUMPSTER STALL) AT BOTH BUNTING

LOCATIONS. OVERLAY SECTION.

AFTER PAVEMENT REPAIRS ARE COMPLETE, RESET ALL REMOVED PARKING BLOCKS. INCLUDE IN BID, PROVISIONS FOR REPLACEMENT OF 5 CONCRETE PARKING BLOCKS TO REPLACE ANY BLOCKS

DAMAGED IN REMOVAL DUE TO AGE AND INTEGRITY. REPAINT ALL PARKING BLOCKS.

RE-STRIPE PARKING LOTS TO EXISTING CONFIGURATIONS COMPLETE WITH REGULAR AND

HANDICAP PARKING STALLS, STRIPED WALK WAYS AND RESTRICTED ZONES FOR LIGHT POLES,

DUMPSTERS, ETC. PAINT STALL NUMBERING AND "NO PARKING" AS INDICATED. VERIFY STALL

NUMBERING WITH OWNER PRIOR TO PAINTING. CONTRACTOR IS RESPONSIBLE FOR LAYING OUT

THE PAINTING LAYOUT TO MATCH EXISTING AND MAY ELECT TO MARK CURBING AND SIDEWALK

EDGE PRIOR TO SLURRY SEAL. STRIPING IS NOT SHOWN ON PLANS. UNDERLAY SHOWS

APPROXIMATE STRIPING LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT THE

STRIPING MATCHING THE CURRENT LAYOUT.

SEE SHEET 2.4 FOR PAVING REPAIR DETAILS.

ALL DIMENSIONS AND QUANTITIES SHOWN ARE APPROXIMATIONS.

439-465 BUNTING STREET

DIG OUTS = 144 SF

CRACK SEAL = 618 LF

SLURRY SEAL = 3,736 SF

OIL REMOVAL = 1 STALL

ALT #2 MILLING = 880 SF

2720-2766 4TH AVE SOUTH

CRACK SEAL = 230 LF

SLURRY SEAL = 1,505 SF

OIL REMOVAL = 2 STALLS

BID ITEM #3 - SCATTERD SOUTHSIDE

PARKING LOT NOTES:

1. EXISTING PARKING BLOCKS. REMOVE FOR PAVING REPAIRS

AND RESET ONCE COMPLETE. TYP. SEE PAVEMENT REPAIR

NOTES.

2. EXISTING CATCH BASIN DRAIN TO REMAIN AS IS.

3. EXISTING CATCH BASIN DRAIN. REPLACE EXISTING INLET

CASTING WITH A LOW-PROFILE ONE. REMOVE AND REPLACE 12'

X 12' ASPHALT AREA AROUND INLET TO IMPROVE DRAINAGE.

SEE PAVEMENT REPAIR NOTES.

4. REMNANTS OF REMOVED FENCE POSTS. SLURRY OVER AREA.

5. EXISTING GRAVEL ALLEY APPROACH TO REMAIN AS-IS.

6. MILL OUT OIL SATURATED PARKING STALLS. ASSUME AN AREA

OF 6' X 15' X 1.5" DEEP. SEE QUANTITY COUNT BELOW EACH

LOT. GENERAL LOCATIONS INDICATED. SEE PAVEMENT REPAIR

NOTES.

7. ALT #2 - MILL AND OVERLAY CENTER DRIVE AISLE FROM

STREET ACCESS TO DUMPSTER STALL - 12' WIDE. SEE

PAVEMENT REPAIR NOTES.

415-433 BUNTING STREET

CRACK SEAL = 390 LF

SLURRY SEAL = 2,934 SF

OIL REMOVAL = 0 STALLS

ALT #2 MILLING = 865 SF

PARKING SYMBOL LEGEND:

# PARKING STALL NUMBERS TO BE RE-PAINTED.

CONFIRM STALL NUMBER WITH OWNER.

H.C. HANDICAP PARKING STALL - PAINT NEW HANDICAP

SYMBOL.

PAVING CUT OUT AROUND CATCH BASIN DRAIN.

ALT. #1 - DRIVE AISLE MILL OUT & OVERLAY. SEE

PAVEMENT REPAIR NOTES.

NOTE: INCOMPLETE PARKING STALL NUMBERS WILL

BE PROVIDED BEFORE COMMENCEMENT OF

CONSTRUCTION

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PAVING

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PAVING REPAIR DETAILS

NTS

2.4

REMOVAL OF EXISTING PAVEMENT, CONCRETE CURB, SIDEWALK, DRIVEWAY

AND/OR STRUCTURES

Refer to Section 02112 of the Montana Public Works Standard Specifications, 6 th Edition and the City of

Billings Standard Modifications dated January 2021.

CRUSHED BASE COURSE

Refer to Section 02235 of the Montana Public Works Standard Specifications, 6th Edition and the City of Billings Standard Modifications dated January 2021.

ASPHALT PRIME AND/OR TACK COAT

Refer to Section 02502 of the Montana Public Works Standard Specifications, 6th Edition and the City of Billings Standard Modifications dated January 2021.

ASPHALT PAVING

Refer to Section 02510 of the Montana Public Works Standard Specifications, 6th Edition and the City of Billings Standard Modifications dated January 2021.

TYPE 2 SLURRY SEAL

A. DESCRIPTION

This work is applying a bituminous mixture of emulsified asphalt (SS-lh or CSS-lh), mineral aggregate, water, and additives, proportioned, and mixed uniformly spread over a properly prepared surface on areas as directed by Engineer.

B. MATERIALS

1. Furnish a bituminous material that meets the following requirements:

2. Furnish a Type II aggregate that meets the following requirements:

C. CONSTRUCTION REQUIREMENTS

Mix Design

Contractor is responsible for the mix design. Submit mix design to the Engineer at least two weeks prior to the work. Mix shall consist of 24% Type II aggregate and 76% bituminous material. Dilution of emulsion will not be allowed unless approved by Engineer.

Provide asphaltic emulsion data as follows:

a. Supplier and Type/Grade of asphaltic emulsion

b. Certificate of compliance and a copy of the specified test results

2. Equipment

The mixing can be done within a truck mounted machine. The mixer shall blend all materials to form a homogeneous mixture.

3. Application

Road must be swept and clean prior to application. Surface must be free of all foreign, objectionable, and vegetative material or debris. The Engineer shall approve surface preparation before sealing.

Apply the slurry seal at a rate of 10-20 lb/sy. Demonstrate a uniform application of slurry seal producing 100 percent coverage of the surface after curing, as approved by the Engineer.

4. Limitations

The slurry seal shall not be applied unless both the pavement and air temperature are 55° F and rising.

Apply during daylight hours. Follow manufacture's recommendations.

D. MEASUREMENT AND PAYMENT

Type 2 Slurry Seal is measured by the square foot (SF).

Price and payment is full compensation for alt labor, equipment, tools, materials, delivery, and incidentals necessary to complete this item.

PAVEMENT MARKINGS AND MARKERS

Provide waterborne pavement markings for all parking lot striping and markings. Refer to Section 02581 of the Montana Public Works Standard Specifications, 6th Edition.

- MIN MAX METHOD

Weight (per gallon) 10.5 lbs. A.S.T.M. D244

Cone Penetration 3-10 mm 700 A.S.T.M. 0217

% Non-Volatile 50 *ASMM-1

%Non-Volatile Soluble 10 35 A.S.T.M. D2042 in Tri-Clorethylene Wet Track Abrasion

35 gram loss A.S.T.M. D3910

Mineral Aggregate Components #16 Sieve 100% passing

A.S.T.M. C136

Dried Film Color Viscosity Black 75KREB A.S.T.M. D562

Accelerated Weathering No Deterioration FedSpec

TT-C-555B

Residual at 300-400° 50% 65%

Sieve Size

Percent Passing

Type I Type II Type III

3/8 in 100 100

No. 4 100 94-100 70-90

No. 8 90-100 65-90 45-70

No. 16 60-90 40-70 28-50

No. 30 40-65 25-50 19-34

No. 200 10-20 5-15 5-15

CRACK REPAIR DETAIL REMOVED

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AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text F

AutoCAD SHX Text

ALLEN F. RAPACZ

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A