Homefront Parking Lots Plans.pdf
PDF 8 MB Posted
- Attached to
- IFB B24002 Parking Lot Repairs
- Solicitation number
- B24002
- Issued by
- Yellowstone County, Montana
About this file
This document is a comprehensive set of architectural and engineering plans for parking lot repair services for Homefront, a local organization in Billings, Montana. The project involves three distinct bid items covering parking lot repairs at multiple locations: Eagles Nest Subdivision (362-368 Aristocrat Drive and various Westchester Square addresses), Woody Subdivision (1890 Woody Drive), and Scattered Southside locations (415-465 Bunting Drive and 2720-2726 4th Avenue South). The repairs include dig outs, crack sealing, and Type 2 slurry sealing, with specific quantities detailed for each site: Eagles Nest has between 50-1,582 square feet of dig outs per location, Woody Subdivision has 5,867 square feet of dig outs, and Scattered Southside sites range from 420-852 square feet of dig outs.
The project specifications require contractors to follow Montana Public Works Standard Specifications (6th Edition, March 2010) and City of Billings Standard Modifications (January 2021). Pavement repairs involve removing existing asphalt, conditioning and compacting the subgrade, and installing 3-4 inches of Type B-modified asphalt over 12 inches of crushed base course. The bid allows contractors to bid on any or all three items, with final payment based on a lump sum and adjusted for actual quantities. Additional requirements include resetting parking blocks, re-striping lots, and applying waterborne pavement markings. The project is being managed by Schutz Foss Architects and Sanderson Stewart Engineering, with Homefront as the owner, and was issued on April 5, 2024, with project number 2404.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| HomeFront Parking Lots Project Manual.pdf | ||
| Advertisement Invitation to Bid.pdf | ||
| HomeFront Parking Lots Addendum No 1.pdf |
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Text version
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
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M
EF
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April 5, 2024
RTJ
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4. 05. 24
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
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51'-0"
'-0
'-6
'-6
63'-0"
26'-0"
14'-0"
'-0
'-6
'-6
'-0
39'-0"
'-0
'-6
'-6
39'-0"
7'-0"
7'-0"
'-0
'-6
'-6
'-0
'-0
57'-0"
20'-0" 18'-6"18'-6"
18'-6" 20'-0" 18'-6"
'-0
57'-0"
'-0
108'-0"
20'-0" 68'-0" 20'-0"
'-0
18'-6" 20'-0" 18'-6"
'-0
57'-0"
'-0
50'-0"
18'-0" 25'-0" ≈17'-5 1/2"
'-0
34'-0"
'-0
'-2
Project No.
Date
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4. 05. 24
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
DIG OUTS = 1,582 SF
CRACK SEAL = 185 LF
SLURRY SEAL= 2,633 SF
1472-1486 WESTCHESTER SQUARE WEST
DIG OUTS = 632 SF
CRACK SEAL = 160 LF
SLURRY SEAL = 2,132 SF
362-368 ARISTOCRAT
DIG OUTS = 65 SF
CRACK SEAL = 194 LF
SLURRY SEAL = 2,685 SF
332-368 WESTCHESTER
SQUARE SOUTH
DIG OUTS = 314 SF
CRACK SEAL = 86 LF
SLURRY SEAL = 2,685 SF
314-324 WESTCHESTER
SQUARE SOUTH
DIG OUTS = 1,028 SF
CRACK SEAL = 175 LF
SLURRY SEAL = 3,999 SF
268-274 WESTCHESTER
SQUARE SOUTH
DIG OUTS = 90 SF
CRACK SEAL = 95 LF
SLURRY SEAL = 2,685 SF
220-226 WESTCHESTER
SQUARE SOUTH
DIG OUTS = 50 SF
CRACK SEAL = 35 LF
SLURRY SEAL = 2,400 SF
PAVEMENT REPAIR NOTES - EAGLES NEST SUBDIVISION
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 exceeding ½ inch in width per the crack repair detail, cracks less than ½ inch wide 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.
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 3 inches thick of Type B-modified asphalt over 12 inches of crushed base course. Pavement replacement at 1472-1486 and 1526-1542 Westchester Square South shall be modified to be 4 inches thick Type B-modified asphalt.
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 and patches less than 250 square feet.
After pavement repairs are complete, reset all removed parking blocks. Re-stripe parking lots to existing configurations complete with regular and handicap parking stalled, striped walk ways and restricted zones for light poles, dumpsters, etc.
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.
2. EXISTING LINEAR TRENCH DRAIN. CONTRACTOR
TO REMOVE GRATE COVERS, CLEAN OUT DEBRIS
AND RESET COVERS.
3. EXISTING CATCH BASIN DRAIN
4. EXISTING CONCRETE VALLEY AND BASIN DRAIN.
5. EXISTING CONCRETE RAMP TO REMAIN.
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8'-
6"
77'-4 1/4"
245'-0"
115'-0"
60°
60°
60°
'-1
1 3 /4"
'-0
'-3 1/
4"
'-0
'-0
52'-0"
62'-0"
16'-9"
83'-3"
16'-9"
32'-0"
42'-0" 31'-0"
42'-0"
60'-0" TYP.
20'-0" TYP.
4'-
2 1 /2"
'-0
'-0
'-6
'-0
'-0
204'-6"
94'-3"
6'-0"
90'-6"
79'-0"
32'-0" 20'-0"
21'-0"
20'-0"20'-0"
Project No.
Date
Drawn by
H O
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4. 05. 24
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 replacement of the pre-cast pin down parking blocks, repair of asphalt cracks exceeding ½ inch in width per the crack repair detail, cracks less than ½ inch wide 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.
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 3 inches thick of Type B-modified asphalt over 12 inches of crushed base course. Pavement replacement within the drive aisle and dumpster areas within the Woody Drive site shall be modified to be 4 inches thick Type B-modified asphalt.
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 and patches less than 250 square feet.
After pavement repairs are complete, reset all removed parking blocks. Re-stripe parking lots to existing configurations complete with regular and handicap parking stalled, striped walk ways and restricted zones for light poles, dumpsters, etc.
See Sheet 2.4 for PAVING REPAIR DETAILS.
All dimensions and quantities shown are approximations.
1890 WOODY DRIVE
DIG OUTS = 5,867 SF
CRACK SEAL = 2,871 LF
SLURRY SEAL = 27,589 SF
PARKING LOT NOTES:
1. EXISTING PARKING BLOCKS. REMOVE FOR PAVING REPAIRS
AND RESET ONCE COMPLETE. TYP.
2. EXISTING SPEED BUMP TO REMAIN.
3. EXISTING LIGHT POLE AND BOLLARDS TO REMAIN.
4. EXISTING CONCRETE RAMP TO REMAIN.
5. EXISTING FIRE HYDRANT AND BOLLARDS TO REMAIN.
BID ITEM #2 - WOODY SUBDIVISION
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7'-8" 43'-6" 22'-10 7/8"
7'-8" 60'-6"
6'-0 1/8"
'-0
'-0
'-0
24'-0" 34'-8"
24'-0" 38'-8" 10'-8"
'-0
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'-0
'-0
'-0
'-4
'-8
'-0
90'-0"
39'-0"
76'-0"
19'-0"
14'-0"
20'-0"
Project No.
Date
Drawn by
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April 5, 2024
RTJ
Issue CD
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4. 05. 24
2.3
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 6 th
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.
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 exceeding ½ inch in width per the crack repair detail, cracks less than ½ inch wide 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.
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 3 inches thick of Type B-modified asphalt over 12 inches of crushed base course in parking areas. Pavement replacement within drive aisles shall be modified to be 4 inches thick Type B-modified asphalt.
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 and patches less than 250 square feet.
After pavement repairs are complete, reset all removed parking blocks. Re-stripe parking lots to existing configurations complete with regular and handicap parking stalled, striped walk ways and restricted zones for light poles, dumpsters, etc.
See Sheet 2.4 for PAVING REPAIR DETAILS.
All dimensions and quantities shown are approximations.
439-465 BUNTING STREET
DIG OUTS = 420 SF
CRACK SEAL = 218 LF
SLURRY SEAL = 3,316 SF
2720-2766 4TH AVE SOUTH
DIG OUTS = 703 SF
CRACK SEAL = 110 LF
SLURRY SEAL = 2,262 SF
BID ITEM #3 - SCATTERD SOUTHSIDE
PARKING LOT NOTES:
1. EXISTING PARKING BLOCKS. REMOVE FOR PAVING REPAIRS
AND RESET ONCE COMPLETE. TYP.
2. EXISTING CATCH BASIN DRAIN
3. REMNANTS OF REMOVED FENCE POSTS. SLURRY OVER AREA.
4. EXISTING GRAVEL ALLEY APPROACH TO REMAIN AS-IS.
415-433 BUNTING STREET
DIG OUTS = 852 SF
CRACK SEAL = 130 LF
SLURRY SEAL = 2,082 SF
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Project No.
Date
Drawn by
H O
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April 5, 2024
RTJ
Issue CD
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4. 05. 24
2.4
PAVING
REPAIR
DETAILS
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
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File details come from the government source that posted it. Updated .