Info_Only-Attach3-Reese_Street_FinalGER_04-06-23.pdf
PDF 41 MB Posted
- Attached to
- Reese Street Caisson Treatment
- Solicitation number
- 2023-IFB-219
- Issued by
- Allegheny County, Philadelphia City, Pennsylvania
About this file
This document is a cross-section engineering file from the City of Pittsburgh related to the Reese Street Caisson Treatment project, containing multiple technical sheets dated 4/24/2023. The file appears to be a detailed engineering drawing depicting proposed grading, existing wall configurations, temporary access roads, and elevation changes along the Reese Street project area. The cross-sections show precise topographical details with elevation markers ranging from 1020 to 1190 feet, and include specifications for slope gradients (1.5:1 and 1.75:1 maximum), temporary benches, and caisson placements. Appendices referenced in the document include boring location plans, analysis results, site photographs, special provisions, draft plans, and geotechnical alternatives meeting notes.
The technical drawings provide engineering specifications for a infrastructure stabilization or rehabilitation project, with multiple cross-sections indicating precise grading and slope transition strategies. While specific cost details are not present in this file, the document suggests a comprehensive engineering approach to site modification, potentially involving geotechnical interventions and infrastructure reinforcement. The level of detail implies a complex civil engineering project requiring specialized construction techniques, particularly around existing wall structures and terrain management.
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Text version
OF
CITY OF PITTSBURGH
CROSS SECTIONS
SCALE: 1 INCH = 10 FEET
Sheet No.
160 140 120 100 80 60 40 20 0 20 40 60 80 100
140 120 100 80 60 40 20 0 20 40 60 80 100160
T
IM
E
:1
:0
P
M
D A
T E
/2
/2
P L
O T
T E
D
F I L
E p w
\g f n e t-p w
.b e n tl e y
.c o m :g f n e t-p w
\D o c u m e n ts \P r o je c ts
\6
\O
U T
P U
T \C
O M
P
\C I V
I L
\X S
C T
\P L
O T
\0
W O
R e e s e S t F
D X
S
120 140 160
120 140 160
EXISTING WALL 2
CAISSONS START APRROX. 5 FEET FROM THE EASTERN END OF WALL 2
PROPOSED GRADING FROM EDGE OF CAISSON TREATMENT TO EXISTING SLOPE
15' (MIN.)
TEMPORARY
ACCESS ROAD
TEMPORARY BENCH AT ELEV 1126, 15' WIDTH (MIN.)
TEM
PO
RARY 1.5:1 (M
AX.)
1020 1020
1030 1030
1040 1040
1050 1050
1060 1060
1070 1070
1080 1080
1090 1090
1100 1100
1110 1110
1120 1120
1130 1130
1140 1140
1150 1150
1160 1160
1170 1170
5+30.73
TEMPORARY BENCH AT ELEV 1126, 15' WIDTH (MIN.)
TEM
PO
RARY 1.5:1 (M
AX.)
EXISTING WALL 2
PROPOSED 1.75:1 (M
AX.)
15' (MIN.)
TEMPORARY
ACCESS ROAD
OF
CITY OF PITTSBURGH
CROSS SECTIONS
SCALE: 1 INCH = 10 FEET
Sheet No.
160 140 120 100 80 60 40 20 0 20 40 60 80 100
140 120 100 80 60 40 20 0 20 40 60 80 100160
T
IM
E
:0
:0
P
M
D A
T E
/2
/2
P L
O T
T E
D
F I L
E p w
\g f n e t-p w
.b e n tl e y
.c o m :g f n e t-p w
\D o c u m e n ts \P r o je c ts
\6
\O
U T
P U
T \C
O M
P
\C I V
I L
\X S
C T
\P L
O T
\0
W O
R e e s e S t F
D X
S
120 140 160
120 140 160
1020 1020
1030 1030
1040 1040
1050 1050
1060 1060
1070 1070
1080 1080
1090 1090
1100 1100
1110 1110
1120 1120
1130 1130
1140 1140
1150 1150
1160 1160
1170 1170
1180 1180
O F
F
.0
E L
.0
5+82.91
TEMPORARY BENCH AT ELEV 1126, 15' WIDTH (MIN.)
TEM
PO
RARY 1.5:1 (M
AX.)
EXISTING WALL 1
PRO
PO
SED
1.55:1
(END
TRANSITIO
N
TO
EXISTING
SLO
PE)
15' (MIN.)
TEMPORARY
ACCESS ROAD
OF
CITY OF PITTSBURGH
CROSS SECTIONS
SCALE: 1 INCH = 10 FEET
Sheet No.
160 140 120 100 80 60 40 20 0 20 40 60 80 100
140 120 100 80 60 40 20 0 20 40 60 80 100160
T
IM
E
:0
:3
P
M
D A
T E
/2
/2
P L
O T
T E
D
F I L
E p w
\g f n e t-p w
.b e n tl e y
.c o m :g f n e t-p w
\D o c u m e n ts \P r o je c ts
\6
\O
U T
P U
T \C
O M
P
\C I V
I L
\X S
C T
\P L
O T
\0
W O
R e e s e S t F
D X
S
120 140 160
120 140 160
1030 1030
1040 1040
1050 1050
1060 1060
1070 1070
1080 1080
1090 1090
1100 1100
1110 1110
1120 1120
1130 1130
1140 1140
1150 1150
1160 1160
1170 1170
1180 1180
1190 1190
O F
F
.0
E L
.0
6+23.18
| Reese Street FGER |
| Appendix A- BoringLocationPlan |
| Appendix E - Analysis Results and Calculations |
| Appendix F - Site Photographs |
| Appendix G - Special Provisions |
| Appendix H - Draft Plan Elevation and Typical Section |
| Appendix I - Geotechnical Alternatives Concepts Meeting Notes |
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