Project_Samples.pdf
PDF 453 KB Posted
- Attached to
- "On Call" Pavements and Grounds IDIQ Federal contract opportunity
- Solicitation number
- FA8601-14-B-0007
About this file
These are samples of paving projects. These are not projected projects.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 22_Sep_RFI.pdf | ||
| 19_Sep_RFI.pdf | ||
| FA8601-14-B-0007-0002.pdf | ||
| RFI_Responses_8_Sep_14.pdf | ||
| FA8601-14-B-0007-0001.pdf | ||
| Attach_1_Drawings.pdf | ||
| FA8601-14-B-0007.pdf | ||
| Attach_3_General_Decision_Number_OH140002.pdf | ||
| Attach_4_0001_-_Bid_Item_No_1.pdf | ||
| Attach_5_0002_-_Bid_Item_No_2.pdf | ||
| Attach_6_0003_-_Bid_Item_No_3.pdf | ||
| Attach_2_Specifications.pdf |
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Text version
COORDINATOR ENGINEERING CHIEF
DATE REVISION BYNO. DATE NO. REVISION BY
C I
V
IL
ENGI
N
E E
R
US AF
W PAFB
WRIGHT-PATTERSON AIR FORCE BASE
88TH ABW
OF
DESIGN CHIEF
DATEDRAWNDESIGNED CHECKED
0 10’ 20’ 30’
T E
N T
H
S
R E E T
S T
R E E T
"O
R E E T
S T
R E E T
C-1
"ON-CALL" ROAD AND SIDEWALK
AREA B - FACILITY 20641
PROVIDE STORM PIPE
DRH DRH DRH JUNE 12
1 1
WORK REQUEST 26277
VICINITY MAP
(NO SCALE)
WORK
AREA
AREA B - FACILITY 20641
SCALE: 1"=10’
BLDG.
BLDG.
5.3
3.9
P R
O V
ID
E
PROVIDE
CONNECT TO
EXISTING
INLET
INV. 9 FEET
TRENCH UNDER
STEAM TUNNEL
REPLACE CURB
AND GUTTER
REPLACE ASPHALT
PAVEMENT
REPLACE
SIDEWALK
10’
6" PVC 40’
" P
V C
TYPE I
DEPTH 4 INCHES 6
CONNECT TO
EXISTING
TRENCH DRAIN
S T
E A
M T
U N
N E
L
MINOR CONSTRUCTION
BID
ITEM DESCRIPTION
ESTIMATED
QUANTITY
EXCAVATION CY150
REMOVE PAVEMENT 5 CY
REMOVE STRUCTURAL CONCRETE 2 CY
REMOVE CURB AND GUTTER 20 LF
REMOVE SIDEWALK 300 SF
PROVIDE AGGREGATE TON140
PROVIDE ASPHALT TYPE I TON10
PROVIDE CURB AND GUTTER 20 LF
PROVIDE CONCRETE SIDEWALK 300 SF
PROVIDE PVC STORM PIPE 80 LF ZHTV122844
ZHTV122844
0001AT
0001AU
0001AV
0001AW
0001AX
0001BG
0001BN
0001BW
0001BY
0001DN
Small Project Sample
Large Project Sample Part 1
C I
V
IL
ENGI
N
E E
R
US AF
W PAFB
WRIGHT-PATTERSON AIR FORCE BASE
88TH ABW
OF
DESIGN CHIEF
DATEDRAWNDESIGNED CHECKED
C-1
"ON-CALL" ROAD AND SIDEWALK ZHTV110013A
REMOVE PAVEMENT, CURB AND GUTTER, REALIGN DRIVE LANE,
PROVIDE CONCRETE MEDIAN, CURB AND GUTTER, AND PAVEMENT
DRH DRH DRH FEB 14
1 1
WORK REQUEST 24035
SCALE: 1"=20’
(T Y
P
SURFACE COURSE
INTERMEDIATE COURSE
ODOT ITEM 448 - TYPE I
ASPHALT BINDER MIX SHALL BE PG 64-22
(T Y
P
Slope 12:1 Slope 12:1
DETAIL - TYPICAL ASPHALT CONCRETE OVERLAY
NO SCALE
EXISTING
EXISTING P.C. CONCRETE
APPROXIMATE THICKNESS
8 INCHES
NEW ASPHALT CONCRETE SURFACE COURSE OVERLAY
TACK COAT ODOT ITEM 407
COLD MILLING OF BITUMINOUS PAVEMENTS
TYPICAL DEPTH 2 INCHES
EXISTING
SLOPE � INCH PER FOOT SLOPE � INCH PER FOOT
(TYPICAL) (TYPICAL)
COMPACTED AGGREGATE
ODOT ITEM 304
SECTION B-B
B
DETAIL - COMBINATION INLET
NO SCALE
NOTES
AS PER PLAN OR
DIRECTED
CEMENT
MORTAR BED
PRECAST, C.I.P.
CONCRETE OR
CONCRETE BLOCK
INVERTS AND
ORIENTATION
OF PIPES
AS PER PLAN
OR DIRECTED
6"
9"
8" 2’-0" 8"
V A
R I E
S
CONSTRUCTION
JOINT
PERMISSIBLE
8" 3’-0" 8"
FRAME AND GRATE:NEENAH R-3246 OR EQUAL
WITH TYPE ’DR’ GRATE.
VICINITY MAP
(NO SCALE)
T U
R N
S T I L
E
W
IR
E
T U
R N
S T I L
E
L
V
1x
1.0
E le v
.4
E le v
0+00
0+50 1+00 1+50 2+00
3+00
3+50
M A
T C
IN
E
1+75 0+75
2+75
0+40
3+10
2+50
REMOVE INLET
PROVIDE MANHOLE
PROVIDE COMBINATION INLET
GRATE 833.8
INV. 830.3
Pavement
Joint Sealer
Pavement
Surface of
DETAIL - TYPICAL CONCRETE BARRIER CURB
NO SCALE
5"
6"
MEDIAN4"
PROVIDE MANHOLE
REMOVE INLETPROVIDE COMBINATION INLET
GRATE 833.8
INV. 830.0
SLOPE 0.4%
SLOPE 0.4%
SLOPE 0.6%
SLOPE 0.3%
SLOPE 1.6%
SLOPE 1.6%
SLOPE 2.2%
SLOPE 2.7%
SLOPE 1.9%
SLOPE 1.5%
.0
.0
REMOVE CURB AND GUTTER
REMOVE PAVEMENT
PROVIDE TOPSOIL, FERTILIZER, SEED/MULCH
PROVIDE TOPSOIL, FERTILIZER, SEED/MULCH
REMOVE CURB AND
GUTTER
L
IM
IT
S L
IM
IT
S
LIMITS
MATCH
EXISTING
CURB
MATCH
EXISTING
CURB
REMOVE PAVEMENT
PROVIDE
BARRIER CURB
PROVIDE
BARRIER
CURB
MATCH
MATCH
EXISTING
EXISTING
CURB
CURB
PROVIDE
CURB
AND GUTTER
PROVIDE CURB
AND
GUTTER
Pavement
Surface of
Slope 12:1
DETAIL - TYPICAL CURB AND GUTTER
NO SCALE
2’-6"
6"
�" R 5"
2’-0"
INSTALL MINIMUM OF 4 INCHES
ODOT ITEM 304 COMPACTED BASE
TO 95 % MAXIMUM DENSITY
AS REQUIRED
3" RAD.
0 20’ 40’ 60’
PROVIDE CONCRETE
GATE
15A
S T
A T E R
O U
T E
1440 285
HOPE
HOTEL
GATE
12A
S P R
U C E W
A Y
KUGLICS BLVD.
STATE ROUTE 444
PASS
AND
IDENTIFICATION
WORK
AREAS
H
T
C
S H
T
C
GENERAL NOTES
1. PROVIDE COLD MILLING FROM STATION 0+00 TO STATION 3+00. DEPTH 2 INCHES.
2. PROVIDE TACK COAT ODOT-407 FROM STATION 0+00 TO STATION 3+50.
4. PROVIDE PAVEMENT MARKINGS FROM STATION 0+00 TO STATION 3+50.
3. PROVIDE ASPHALT TYPE I FROM STATION 0+00 TO STATION 3+50. DEPTH 2 INCHES.
MAINTENANCE AND REPAIR
BID
ITEM DESCRIPTION
0001AU REMOVE PAVEMENT RIGID AND FLEXIBLE
0001AW REMOVE CURB AND GUTTER
REMOVE INLET0001AZ
0001BA PROVIDE SELECT FILL MATERIAL
0001BD PROVIDE COLD MILLING
0001BG PROVIDE COMPACTED AGGREGATE ODOT-304
0001BJ PROVIDE TACK COAT ODOT-407
0001BN PROVIDE ASPHALT TYPE I
0001BV PROVIDE NON-REINFORCED CONCRETE
0001BW PROVIDE CURB AND GUTTER
0001BX PROVIDE CONCRETE BARRIER CURB
0001CJ
ZHTV110013A
ESTIMATED
QUANTITY
CY
LF
2 EA
CY
SY
TON
GAL
TON
CY
LF
LF
PROVIDE 4 INCH SOLID WHITE LINE LF
P R
O V
ID
R
O S
S W
A L
K
0001CM PROVIDE CROSSWALK 70 LF
0001CN PROVIDE 4 INCH SOLID YELLOW LINE LF
0001DK PROVIDE TOPSOIL, FERTILIZER, SEED AND MULCH SY
0001DZ PROVIDE INLET 2 EA
0001EA PROVIDE MANHOLE 2 EA
R=10’
REMOVE PAVEMENT
R=10’
REMOVE
PAVEMENT
PROVIDE
CONCRETE
NON-STRUCTURAL
CONCRETE
Asphalt
1,200
STATION 0+00 TO STATION 3+50
STATION 0+00 TO STATION 3+50
GATE 12A - REALIGN TRAFFIC LANES
GATE 12A - REALIGN TRAFFIC LANES
CENTERLINE
CENTERLINE
PROVIDE
4 INCH
YELLOW
LINE
Large Project Sample Part 2
C I
V
IL
ENGI
N
E E
R
US AF
W PAFB
WRIGHT-PATTERSON AIR FORCE BASE
88TH ABW
OF
DESIGN CHIEF
DATEDRAWNDESIGNED CHECKED
0 20’ 40’ 60’
"ON-CALL" ROAD AND SIDEWALK ZHTV110013A
FEB 14DRHDRHDRH
WORK REQUEST 24035
C-2
2 2
.3
T U
R N
S T I L
E T
U R
N S
T I L
E
6" STEEL
.6
O
.7
O
P
10" PVC
SCALE: 1"=20’
(T Y
P
SURFACE COURSE
INTERMEDIATE COURSE
ODOT ITEM 448 - TYPE I
ASPHALT BINDER MIX SHALL BE PG 64-22
(T Y
P
Slope 12:1 Slope 12:1
DETAIL - TYPICAL ASPHALT CONCRETE OVERLAY
NO SCALE
EXISTING
EXISTING P.C. CONCRETE
APPROXIMATE THICKNESS
8 INCHES
NEW ASPHALT CONCRETE SURFACE COURSE OVERLAY
TACK COAT ODOT ITEM 407
TYPICAL DEPTH 2 INCHES
EXISTING
SLOPE � INCH PER FOOT SLOPE � INCH PER FOOT
(TYPICAL) (TYPICAL)
COMPACTED AGGREGATE
ODOT ITEM 304
3+50
4+00
GATE 12A - REALIGN TRAFFIC LANES
GATE 12A - REALIGN TRAFFIC LANES
4+50
5+00 5+50 6+00 6+50 7+00
7+50 8+00 8+25
15" CCP
15" CCP
STATION 3+50 TO STATION 8+25
PROVIDE COLD MILLING DEPTH 2 INCHES, PROVIDE TACK COAT
PROVIDE ASPHALT TYPE I DEPTH 2 INCHES
PROVIDE PAVEMENT MARKINGS
STATION 0+00 TO STATION 8+25
M A
T
IN
E S
E
L
IM
IT
S
GENERAL NOTES
1. PROVIDE COLD MILLING FROM STATION 3+50 TO STATION 8+25. DEPTH 2 INCHES.
2. PROVIDE TACK COAT ODOT-407 FROM STATION 3+50 TO STATION 8+25.
3. PROVIDE ASPHALT TYPE I FROM STATION 3+50 TO STATION 8+25. DEPTH 2 INCHES.
4. PROVIDE PAVEMENT MARKINGS FROM STATION 3+50 TO STATON 8+25.
MAINTENANCE AND REPAIR ZHTV110013A
BID
ITEM DESCRIPTION
ESTIMATED
QUANTITY
0001BD PROVIDE COLD MILLING SY
0001BJ PROVIDE TACK COAT ODOT-407 GAL
0001BN PROVIDE ASPHALT TYPE I TON
PROVIDE DOUBLE YELLOW CENTERLINE0001CE LF
0001CJ PROVIDE 8 INCH SOLID WHITE LINE LF
0001CH PROVIDE 24 INCH WHITE STOP BAR LF
0001CK PROVIDE WHITE PAVEMENT ARROWS 6 EA
0001DX REBUILD AND ADJUST INLET 2 EA
CENTERLINE
PROVIDE
PROVIDE
DOUBLE
YELLOW CENTERLINE
8 IN
CH
SOLID
WHITE LINE
PROVIDE
ARROWS
ARROWS
PROVIDE
ARROWS
PROVIDE
STOP
BAR
2,200
1,000
REBUILD/ADJUST
INLET
REBUILD/ADJUST
INLET
Large Project Sample Part 3
| Small Task Order Example |
| Attachment 1 Call Information Ktr |
| Attachment 2 Drawings |
| Large Task Order Example |
| Attachment 1 Call Sheet |
| Attachment 2 Drawings |
| 110013AC1 Model (1) |
| 110013AC1-Default-000 |
| 110013AC2-Default-000 |
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