Attachment 5 - Plans - W911WN21B8003-0002.pdf
PDF 934 KB Posted
- Solicitation number
- W911WN21B8003
About this file
This solicitation is for a construction contract to repair and improve parking areas at the Somerfield North Recreation Area on Youghiogheny River Lake. The work includes removing an asphalt parking lot impacted by soil shifting, excavating and grading soils, installing new culverts and drainage features, constructing a gravel parking lot and concrete pad, and implementing erosion controls. The contract will be awarded as a firm-fixed-price and is set aside for small businesses only. The estimated value is between $250,000 to $500,000. The solicitation is issued by the U.S. Army Corps of Engineers, Pittsburgh District. Bidders must be registered in SAM prior to submitting a proposal. The NAICS code is 237310 for highway, street, and bridge construction and the small business size standard is $39.5 million.
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CONTRACT DRAWINGS
SHEET ID NO. FILE NAME DRAWING TITLE
GENERAL
G-001 3A54C2G-000 COVER SHEET
G-002 3A54C2G-000 INDEX SHEET
G-003 3A54C2G-000 GENERAL PROJECT NOTES AND ABBREVIATIONS
G-101 3A54C2G-101 GENERAL SITE LAYOUT AND CONTRACTOR WORK LIMITS
SURVEY
V-101 3A54C2V-101 PROJECT DATA HORIZONTAL AND VERTICAL CONTROL
CIVIL
CD101 3A54C2CD-100 LOWER PARKING LOT DEMOLITION PLAN
CD102 3A54C2CD-100 UPPER PARKING LOT DEMOLITION PLAN
CS101 3A54C2CS-100 LOWER PARKING LOT PLAN
CS102 3A54C2CS-100 UPPER PARKING LOT PLAN
CS201 3A54C2CS-200 PROFILE - UPPER PARKING LOT
CG101 3A54C2CG-100 LOWER PARKING LOT GRADING AND DRAINAGE PLAN
CG102 3A54C2CG-100 UPPER PARKING LOT GRADING AND DRAINAGE PLAN
C-501 3A54C2C-500 DETAILS SHEET 1 OF 2
C-502 3A54C2C-500 DETAILS SHEET 2 OF 2
EROSION AND SEDIMENT CONTROL
X-101 3A54C2CG-100 LOWER PARKING LOT EROSION AND SEDIMENTATION CONTROL PLAN
X-102 3A54C2CG-100 UPPER PARKING LOT EROSION AND SEDIMENTATION CONTROL PLAN
X-501 3A54C2C-500 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS SHEET 1 OF 2
X-502 3A54C2C-500 EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 2 OF 2
REFERENCE DRAWINGS
037a-UI-12.7 037a-UI-12.7 YOUGHIOGHENY RIVER - SOMERFIELD RECREATION AREA - ACCESS ROAD &
PARKING AREA - DETAILS & SECTIONS - AS-BUILT - 14 SEP 1951
M . C
AS
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K.
M
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M . R
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IN
D
EX
S H
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G-002
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IS
ED
S H
EE
TS
IN
A
C C
O R
D
AN
C E
W
IT
H A
M D
T
M
AY
GRASSY ROAD BED
PROPOSED DOUBLE
ACCESS GATES
STATE ROAD RIGHT-OF-WAY
(APPROXIMATE LOCATION)
PROPOSED
AGGREGATE
PAVEMENT SECTION
AREA
PROPOSED
PARKING PAD
(CONCRETE)
PROPOSED
CONTRACTOR
PARKING/
LAYDOWN
AREA
PROPOSED
CONTRACTOR
PARKING/
LAYDOWN
AREA
PROPOSED
PARKING/
LAYDOWN
AREA
16' WIDE
ACCESS DRIVE
K1 C-501
A16 C-501
F7 C-501
PROPOSED
GUIDERAIL
Y O
U G
H
IO
G H
E N
Y R
IV
E
R L
A K
E
S.R. 0040
(NATIONAL PIKE)
GUIDE RAIL
I BEAMS
(TYP)
I BEAMS
(TYP)
GATE
SIGN
G U
ID
E R
AIL
SIGN
BLDG
BLDG
UTILITY
POLE
G U
ID
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SIGN
GUIDE RAIL
LIGHT
POLE
SIGN
SIGN
GUIDE RAIL
SIGN
JE
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A R
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LIGHT
POLE
BL
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AI
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RIPRAP
G U
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AI
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GUIDE RAIL
A12 C-502
AC
C
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S
PROPOSED EDGE OF
GRAVEL PAVEMENT
PROPOSED EDGE OF
GRAVEL PAVEMENT
PROPOSED
GRASS AREA
STATE ROAD RIGHT-OF-WAY
(APPROXIMATE LOCATION)
LAKE SIDE ROAD
(T.R.-0860)
R15'
R45'
R7'
R25'
PROPOSED
ACCESS GATE
RECEIVING
BOLLARD
J16 C-501
CONTRACTOR
WORK LIMITS
LOWER PARKING LOT COORDINATE
TABLE (NAD 83)
POINT
DESCRIPTION
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
ADA PARKING
ADA PARKING
ADA PARKING
ADA PARKING
NORTHING
157519.9390
157524.4939
157482.7633
157430.3272
157406.9190
157397.4864
157371.4674
157337.0042
157326.3280
157382.5280
157417.2722
157485.4394
157545.7073
157572.7188
157630.8905
157607.5970
157571.9619
157552.3208
157522.7738
157515.1453
157553.5530
157570.3582
157582.1413
157433.5292
157409.6481
157420.3803
157444.2614
EASTING
1506014.7543
1505989.7701
1505959.9840
1505967.9206
1505989.1587
1506007.1466
1506022.9449
1506032.5884
1506026.3665
1505954.3579
1505907.6669
1505812.2220
1505874.1856
1505902.8700
1505959.4706
1505975.8727
1505983.0318
1505973.8418
1505952.7520
1505963.4397
1505990.8540
1505995.4014
1505994.3218
1505962.8296
1505950.2323
1505929.8870
1505942.4843
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SCALE: 1"=30'
PLAN
NORTH
PLAN - LOWER PARKING LOT
30' 60'0
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EXISTING GUIDERAIL
PROPOSED EDGE OF PAVEMENT
RIGHT-OF-WAY LINE
LEGEND
CONTRACTOR WORK LIMITS
PROPOSED PAVEMENT MARKING
PROPOSED GUIDERAIL
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS, X-101, FOR THE
LIMITS OF EROSION AND SEDIMENT CONTROL BMP PLACEMENT.
4. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.
5. REFER TO SHEET CG101 FOR LOWER PARKING LOT GRADING AND DRAINAGE
PLAN.
6. LOWER PARKING LOT COORDINATE TABLE PROVIDED FOR BIDDING
PURPOSES ONLY. CONTRACTOR TO VERIFY ACTUAL LAYOUT WITH THE
CONTRACTING OFFICER OR THEIR REPRESENTATIVE IN THE FIELD PRIOR TO
IMPLEMENTATION.
7. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING
OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE
IMPLEMENTATION.
8. THE LOCATION ORIGINALLY SURVEYED IN THE INDICATED AREA HAS BEEN
FILLED IN TO MATCH SURROUNDING GRADE. THE EXISTING GUIDERAIL HAS
BEEN MOVED TO BE IN-LINE WITH EXISTING GUIDERAIL ALONG THE BANK.
GENERAL NOTES
PROPERTY LINE(S)
PARKING LOT COORDINATE LABEL1
EXISTING EDGE OF PAVEMENT
A1
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M D
T
M
AY
GUIDERAIL WAS
REMOVED BY
OTHERS AND HAS
BEEN REINSTALLED
ON THE BANK AS
SHOWN
AREA FILLED
WITH GRAVEL
G U
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AI
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SE
C
TI
O
N
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EC
EN
TL
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IN
ST
AL
LE
D
BY
O
TH
ER
S
REFER TO
GENERAL NOTE 8,
THIS SHEET
PROPOSED
FINISHED GRADE
1445.64
PROPOSED
FINISHED GRADE
1445.21
PROPOSED
FINISHED GRADE
1444.29
PROPOSED
FINISHED GRADE
1443.58
25 14
30 14 35 14
1455 14
4.25% 5.25%
3.50%
0.
4.24%
8.
2.00%
9.50%
0.
1.
7.19%
1.
2.00%
18.76%
2:1
4.41% 6.19%
GRASSY ROAD BED
WOODEN FENCE
STATE ROAD RIGHT-OF-WAY
(APPROXIMATE LOCATION)
PROPOSED
PARKING PAD
(CONCRETE)
K1 C-501
PROPOSED
GUIDERAIL
Y O
U G
H
IO
G H
E N
Y R
IV
E
R L
A K
E
S.R. 0040
(NATIONAL PIKE)
GUIDE RAIL
I BEAMS
(TYP)
I BEAMS
(TYP)
GATE
SIGN
G U
ID
E R
AIL
SIGN
BLDG
BLDG
UTILITY
POLE
G U
ID
E R
AIL
SIGN
GUIDE RAIL
LIGHT
POLE
SIGN
SIGN
GUIDE RAIL
SIGN
JE
R
S E
Y B
A R
R
IE
R S
LIGHT
POLE
BL
D
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G U
ID
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AI
L
RIPRAP
G U
ID
E
R
AI
L
GUIDE RAIL
A12 C-502
PROPOSED EDGE OF
GRAVEL PAVEMENT
PROPOSED EDGE OF
GRAVEL PAVEMENT
STATE ROAD RIGHT-OF-WAY
(APPROXIMATE LOCATION)
LAKE SIDE ROAD
(T.R.-0860)
MATCH EXISTING GRADE
LOW SPOT,
SLOPE TO DRAIN
CONTRACTOR
WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
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SCALE: 1"=30'
PLAN
NORTH
GRADING AND DRAINAGE PLAN - LOWER PARKING LOT
30' 60'0
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LEGEND
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS, X-101, FOR THE
LIMITS OF EROSION AND SEDIMENT CONTROL BMP PLACEMENT.
4. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.
5. REFER TO SHEET CS101 FOR LOWER PARKING LOT PAVING PLAN.
6. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING
OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE
IMPLEMENTATION.
GENERAL NOTES
1. FOR DETAILS REGARDING GRAVEL PAVING, SEE SHEET C-501.
2. FOR DETAILS REGARDING THE ADA PARKING AREA, SEE SHEET C-501.
SITE GRADING NOTES
A1
1475 EXISTING MAJOR CONTOUR (5' INTERVALS)
EXISTING MINOR CONTOUR (1' INTERVALS)
RIGHT-OF-WAY LINE
CONTRACTOR WORK LIMITS
1475 PROPOSED MAJOR CONTOUR (5' INTERVALS)
PROPOSED MINOR CONTOUR (1' INTERVALS)
PROPERTY LINE(S)
PROPOSED EDGE OF PAVEMENT
R
EV
IS
ED
G R
AD
IN
G
IN
A C
C O
R D
AN
C
E W
IT
H
A M
D T
M
AY
AREA FILLED
WITH GRAVEL
25 14
30 14 35 14
1455 14
GRASSY ROAD BED
WOODEN FENCE
STATE ROAD RIGHT-OF-WAY
(APPROXIMATE LOCATION)
PROPOSED
PARKING PAD
(CONCRETE)
C
FS
C
FS
CF
S
C
FS
ROCK CONSTRUCTION
ENTRANCE
TO
MIDDLE
PARKING
LOT AREAFROM
MIDDLE
PARKING
LOT AREA
K1 C-501
H16 X-501
18" COMPOST FILTER
SOCK (TYP)
A16 X-501
CFS-01
CFS-02
CFS-03
CFS-04
CFS-05
CFS-06
PROPOSED
PAVEMENT
SAW CUT
Y O
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H
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G H
E N
Y R
IV
E
R L
A K
E
S.R. 0040
(NATIONAL PIKE)
GUIDE RAIL
I BEAMS
(TYP)
I BEAMS
(TYP)
GATE
SIGN
G U
ID
E R
AIL
SIGN
BLDG
BLDG
UTILITY
POLE
G U
ID
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AIL
SIGN
GUIDE RAIL
LIGHT
POLE
SIGN
SIGN
GUIDE RAIL
SIGN
JE
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GUIDE RAIL
EROSION
CONTROL
BLANKET
EROSION
CONTROL
BLANKET
EROSION
CONTROL
BLANKET
H10 X-502
LIMITS OF
EARTH DISTURBANCE
(LOWER LOT)
H10 X-502
STATE ROAD RIGHT-OF-WAY
(APPROXIMATE LOCATION)
O N
E W
AY
TR
AF
FI
C
O N
E W
AY
TR
AF
FI
C
LAKE SIDE ROAD
(T.R.-0860)
MATCH EXISTING GRADE
CONTRACTOR
WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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PLAN
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EROSION AND SEDIMENTATION CONTROL PLAN - LOWER PARKING LOT
30' 60'0
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X-101
1475 EXISTING MAJOR CONTOUR (5' INTERVALS)
EXISTING MINOR CONTOUR (1' INTERVALS)
RIGHT-OF-WAY LINE
LEGEND
CONTRACTOR WORK LIMITS
1475 PROPOSED MAJOR CONTOUR (5' INTERVALS)
PROPOSED MINOR CONTOUR (1' INTERVALS)
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.
GENERAL NOTES
1. FOR GENERAL EROSION AND SEDIMENTATION CONTROL NOTES AND BMP INSTALLATION
AND MAINTENANCE NOTES, SEE SHEET X-501.
2. FOR EROSION AND SEDIMENTATION BMP DETAILS, SEE SHEETS X-501 AND X-502.
EROSION & SEDIMENTATION CONTROL NOTES
PROPERTY LINE(S)
COMPOST FILTER SOCK TABLE
NAME SIZE (IN) LENGTH (FT)
CFS-01 18" 97'
CFS-02 18" 31'
CFS-03 18" 38'
CFS-04 18" 17'
CFS-05 18" 43'
CFS-06 18" 11'
A1
LIMITS OF DISTURBANCE
CFS PROPOSED COMPOST FILTER SOCK
PROPOSED CHANNEL CENTERLINE
SD PROPOSED CULVERT PIPE
PROPOSED INLET
PROPOSED GUIDERAIL
PROPOSED CONCRETE AREA
EROSION CONTROL BLANKET
ROCK CONSTRUCTION ENTRANCE
FILTER BAG INLET PROTECTION
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AREA FILLED
WITH GRAVEL
| 3A54C2G-000_AMDT0002 |
| Sheets and Views |
| G-002 |
| Sheet 1 |
| 3A54C2CS-100-CS-101 |
| Sheets and Views |
| CS-101 |
| Sheet 1 |
| 3A54C2CG-100-CG-101 |
| Sheets and Views |
| CG-101 |
| Sheet 1 |
| 3A54C2CG-100-X-101 |
| Sheets and Views |
| X-101 |
| Sheet 1 |
File details come from the government source that posted it. Updated .