Pipe Arch Addendum.pdf
PDF 188 KB Posted
- Attached to
- Snyder 1023 Pipe
- Solicitation number
- 6100024058
- Issued by
- Pike County, Susquehanna County, Morrisdale CDP, Pennsylvania
About this file
This document appears to be an addendum for a state contract opportunity related to the construction of a 14'2" x 9'10" steel pipe arch over a tributary to the Susquehanna River for the Pennsylvania Department of Transportation (PennDOT) in Snyder County. The project involves excavation, rock removal, select borrow excavation, stream bed paving, a concrete inlet, and other associated construction activities. The plan provides detailed schematics, dimensions, elevations, and notes regarding the project scope and requirements. No specific response dates, bid amounts, or contract term information is included in this addendum.
The addendum includes details on soil borings, hydraulic data, and construction notes related to the depth of fill over the pipe arch, backfill requirements, and guide rail installation. Pricing information is not provided, but the project appears to be publicly funded by PennDOT. No information is given regarding set-asides, incumbents, or funding sources.
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| File | Type | Posted |
|---|---|---|
| 1023 Attachment 1 addendum.pdf | ||
| GSPUR 89.pdf |
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Text version
GENERAL PLAN
FLOW
A
E X I
S T I
N G
S T
R E
A M
B E
D
P A
V I
N G
A
A
INLET
OUTLET
A
STA. 299+12.46
END STRUCTURE
STA. 298+98.11
BEGIN STRUCTURE
3�" A
A
(TYP.)
GUIDE RAIL
� CHANNEL
CLOSURE POUR
4’-6"
4’-6"
SHLDR.
4’-6"
ROADWAY
11’-0"
ROADWAY
11’-0"
1’-6"
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
C.I.P. INLET
9’-0" A
A
(ROADWAY ITEM)
CLASS R-8, (TYP.)
SELECT BORROW EXCAVATION ROCK,
STA. 299+05.28
� STRUCTURE
� S.R. 1023
INLET FOOTING
10’-6" LIMITS OF
A
A
A
A
SLOPE
EDGE OF
4’-0"
A
S T
A
A H
E A
D
2 0 2 4 FEET
PIPE OUTLET SECTION
18’-5�"
59’-11�" LIMITS OF STEEL PIPE ARCH
A
HEADWALL
BORING #1
BORING #2
BORING #4 BORING #3
SECTION A-A
0.57%
FLOW
STREAMBED
EL. 439.59
C.C.N.S.
A
CLOSURE POUR
PAVING
STREAMBED
EXISITNG
EL. 453.41
EL. 453.41
EL. 453.63
EL. 452.87EL. 452.87
EL. 453.20
2.0% 2.0% 6.0%6.0%
EL. 437.06
EL. 439.67EL. 439.47
PAVING
3" STREAMBED
HEADWALL
C.I.P.
EL. 439.65
1"A
A
1.5
1.5
18’-5�"
4’-6"
ROADWAY
11’-0"
ROADWAY
11’-0"
1’-6"
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
DATUM 430
SHOWN ALONG � STRUCTURE
NOTE: DIMENSIONS AND ELEVATIONS
� S.R. 1023
EL. 440.89
I
R
A
A
A
A
A
A
EL. 440.60
BEGIN PIPE
EL. 440.25
END PIPE
PAVING EL. 441.01
BEGIN STREAM BED
447.50
EL.
441.06
EL.
PAVING EL. 440.67
END STREAM BED
439.65
EL.
2 0 2 4 FEET
PREPARED BY:
DISTRICT BRIDGE ENGINEER
DISTRICT 3-0 BRIDGE UNIT
DATE: DISTRICT BRIDGE ENGINEER
J
A N
O P
E R
A T
O R
F I
L
M
L
O T
T E
D
F b r
F i n a l l a n s
S H d g n
D
C
D D
V I
S E
D
D E
S I
G N
B Y
S T
R I
C T
B
I
D G
U
T
NOTES
SHEET 2.
FOR SUPPLEMENTAL DRAWINGS TABLE, SEE
FOR GENERAL NOTES, SEE SHEET 2.
EXISTING STRUCTURE DATA
SKEW = 90°
AVERAGE UNDERCLEAR = 8.00’
CLEAR SPAN = 12.00’
TYPE: CONC. ENC. STEEL I-BEAM W/ SLAB
GRADE DATA
VERTICAL
PVI STA 299+03.71
ELEV 452.96’
VC = 150.0’
MO = 0.39’
+0.68%-1.41%
HYDRAULIC DATA
DRAINAGE AREA=
DESIGN FLOOD:
100 YR. FLOOD RISK ASSESSMENT:
F
P
M
W
MAGNITUDE=
FREQUENCY=
VELOCITY=
PERT. W. S. ELEV.=
MAGNITUDE=
VELOCITY=VELOCITY=
W. S. ELEV.=
W. S. ELEV.
FLOOD OF RECORD:
GENERAL PLAN, ELEVATION & TYP. SECTION
= SOIL BORING LOCATION.
= INDICATES EXISTING STRUCTURE TO BE REMOVED.
LEGEND
= INDICATES COMPACTED NO. 2A COARSE AGGREGATE SEE DETAIL, SHEET 7.
SEE RC-52M FOR DETAILS.
OF FILL OVER THE TOP OF ARCH IS LESS THAN 3’-11".
= PROVIDE CONCRETE SLAB FOR GUIDE RAIL WHEN DEPTH
= ROUGH TEXTURED FINISH TO TOP FACE.
WRAPPED IN GEOTEXTILE, CLASS 2 TYPE B.
WITH SELECTED BORROW EXCAVATION, STRUCTURE BACKFILL MODIFIED
BOTTOM OF THE PIPE ARCH WITH LIMITS AS SHOWN. BACKFILL THE SPACE
= INDICATES ADDITIONAL EXCAVATION FOR BEDDING MATERIAL BELOW THE
INDEX OF DRAWINGS
SHEET NUMBER TITLE
REINF. BAR SCHEDULE & MISC. DETAILS
GENERAL NOTES, QUANT. & RATINGS
GENERAL PLAN, ELEVATION & TYP. SECTION
TYPICAL SECTIONS
INLET DETAILS
STAKE-OUT PLAN
SOIL BORINGS 1 & 2
SOIL BORINGS 3 & 4
Mark By Chk’d. DateDescription
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF PENNSYLVANIA
SHEET OF
RECOMMENDED
Recm’d.
SCALE AS NOTED
REVISIONS
S - 32978
DES: PAG
S.R. 1023 PREVIOUSLY KNOWN AS L.R. 54067
CKD: ___DWG: HDW
SNYDER COUNTY
S.R. 1023 SECTION 010
SEGMENT 0060 OFFSET 0110
S.R. 1023 STA. 299+05.28
OVER TRIBUTARY TO SUSQUEHANNA RIVER
14’-2" X 9’-10" STEEL PIPE ARCH
1’-0"
14’-6"
1’-0"
A
A
A
SPAN = 14’-2"
16’-6"
A
TYPICAL SECTION
1 0 1 2 FEET
A
3" STREAMBED PAVING
A
A
A
12" MIN.
| 54-1023-010(SH) |
| Saved Views |
| TITLE |
| soils title |
| References |
| General Plan, 54-1023-010(MF).dgn |
| TITLE, 54-1023-010(SH).dgn |
| TITLE-1, 54-1023-010(SH).dgn |
| Section A-A, 54-1023-010(MF).dgn |
| TITLE-2, 54-1023-010(SH).dgn |
| Typical Precast Section, 54-1023-010(MF).dgn |
| stream bed pvng typ, 54-1023-010(MF).dgn |
| DET A, 54-1023-010(MF).dgn |
| TITLE-3, 54-1023-010(SH).dgn |
| DET B, 54-1023-010(MF).dgn |
| DET C, 54-1023-010(MF).dgn |
| soils title, 54-1023-010(SH).dgn |
| TITLE-4, 54-1023-010(SH).dgn |
| TITLE-5, 54-1023-010(SH).dgn |
| soils title-1, 54-1023-010(SH).dgn |
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