15-Appendix A6 - Traffic Calming Plans.pdf
PDF 1 MB Posted
- Attached to
- Urban Meadow Courthouse Connection
- Solicitation number
- IFB 2026-11 City of Harrisburg, Dauphin County
- Issued by
- Pennsylvania
About this file
This is a Traffic Calming Plans appendix document supporting the Urban Meadow Courthouse Connection project, a infrastructure improvement initiative managed by the City Engineer's Office in Pennsylvania. The project encompasses paving, milling, landscaping, drainage work, and ADA curb ramp installations. Bids are valid for 60 days from submission, and the City reserves the right to engage a third-party construction inspection firm for project oversight. All solicitation documents and project details are available at no cost through www.PennBID.net, where interested prime and subcontractors must log in to indicate their bidding intent. Site visits and a bidders' conference are anticipated as part of the solicitation process, though specific dates are referenced in the complete bid documentation.
The project is subject to prevailing wage requirements through the Department of Labor and Industry, OSHA compliance, Pennsylvania Act 229 of 2002, the Pennsylvania One Call Act (Act 287 of 1974), the Pennsylvania Human Relations Act, non-collusion affidavit requirements, non-discrimination regulations, and the Public Works Employment Verification Act. Funding may be provided through PennDOT liquid fuel funds, in whole or in part, requiring compliance with PennDOT Publication 9. Bidders are required to review all supporting documentation, including the Questions and Answers guide, prior to submission, as bids containing omissions based on industry assumptions will be deemed non-responsive. The solicitation documents accessible through PennBID constitute the sole authoritative source for bidding requirements and project specifications.
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Text version
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SLOT LOCATION
PROPOSED SPEED
CROSSWALK
PROPOSED
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REPLACED
APRON TO BE
EXISTING CONCRETE
BUMPOUT
PROPOSED
BUMPOUT
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TO REMAIN IN PLACE
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JULY 2026Date:
RJB,MJADesign:
: RJB,MJA Drawing
Checked: WSM
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© 2026 Microsoft Corporation © Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
NOT TO SCALE
SPEED SLOT PLAN VIEW
PAVEMENT MARKING FOR SPEED SLOT
TYPICAL ADVANCE WARNING
SECTION B-B 1V=4H NOT TO SCALE
EXISTING CURB
EXISTING CURB
� OF SPEED CUSHION
22'
SPEED HUMP (W17-1)
SPEED SLOT DETAIL FOR 46' ROADWAY
NOT TO SCALE
A A
1.5' 1.5'4'
B B
1:6 1:6
HEIGHT =3"+/-1/2"
FLAT TOP
3' 3'16'
APPLY TACK COAT
SAW CUT AND 2'' TAPE MILL
22'
.9
.6
.5
.5
3'
NOT TO SCALE
2' 2'
1.5' 1.5'4'
7'
COAT
APPLY TACK
2'' TAPE MILL
SAW CUT AND
SECTION A-A 1V=4H
NOT TO SCALE
NOT TO SCALE
� OF SPEEP SLOT
EDGE OF TRAVEL LANE
(SEE DETAIL A)
WIDTH VARIES
MARKING (TYP.)
12" PAVEMENT
(T H
IS
S
H E
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S
L O
T D
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IL
S E
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P E
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8'
7'
6'
5'
4'
3'
2'
1'
DETAIL A
OF SPEED SLOT
LEADING EDGE
12" (TYP.)
TRAVEL LANE
CENTER LINE OF
NB
SB
EDGE OF TRAVEL LANE
SPEED HUMP (W17-1)
L A
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P A
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IN
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� OF N 6TH ST
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Date:JULY 2026
Design: RJB
Drawing: RJB
Checked: WSM
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Sheet:
Date:JULY 2026
Design: MJA
Drawing: MJA
Checked: WSM
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VARIES
TRANSITION
NOT TO SCALE
CURB TRANSITION DETAIL
CURB
CONCRETE
EXISTING
4'-0"
CONCRETE CURB
PLAIN CEMENT
ADJACENT TO CURB
DETAIL OF BASE REPLACEMENT
NOT TO SCALE
EXISTING PAVEMENT
A
E
1'-0" MAX.
C
B
8" HEIGHT
PLAIN CEMENT CONCRETE CURB,
PROPOSED SURFACE.
LAYERS AND ON VERTICAL FACE OF CURB BELOW
APPLY ASPHALT TACK COAT BETWEEN ALL PAVEMENT*
A
D
E
C
B
LEGEND
ASPHALT TACK COAT
FULL DEPTH SAW CUT
SUBBASE 6" DEPTH (NO. 2A)
PLAIN CEMENT CONCRETE BASE COURSE, 9" DEPTH
ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L
WEARING COURSE, PG 64S-22, 0.3 TO <3 MILLION
TWO LIFTS OF SUPERPAVE ASPHALT MIXTURE DESIGN,
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N 6TH ST
CURB RAMP
TYPE 1
SOUTHWEST QUADRANT
BOYD ST & N 6TH ST
CURB RAMP
TYPE 1
NORTHWEST QUADRANT
BOYD ST & N 6TH ST
SCALESCALE
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Sheet:
Date:JULY 2026
Design:: MJA
Drawing: MJA
Checked: WSM
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N 6TH ST
0 5 10 FEET
SCALE
6.3'
3.
9'
3.
9'
B O
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T
N 6TH ST
0 5 10 FEET
SCALE
6.3'
3.
9'
3.
9'
.2
.8
.0
8.2'5.0' 12.0'
6.6'
.2
.0
OF NEW SIDEWALK
MIDPOINT ALONG LENGTH
0 5 10 FEET
33.6'
.2
.5
7.8'
APRON TO BE REPLACED
EXISTING CONCRETE
0.70%
1.73%
2.37%
3.68%
3.68%
.1
.1
.9
2.33%2.33%
.0
R
.0
R 6 .0
R
.6
.6
8.2'
.0
.5
6.27% 7.10%
1.24%
1.24%
1.24%
1.51%
.3
.3
.3
1.52%
1.44%
.1
.1
1.69%
1.69%
9.18%1.50%
5.0' 8.2' 3.1'
.4
.4
9.63% .3
.3
1.50%
1.50%
.7
.0
.0
.7
5.0'
R
.0
R
P R
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1.24%
.2
.2
5.0' .0
.0
30.0'
30.0'
5.0'
5.0'
1.50%1 .4
.4
5.0'
.0
.0
CURB RAMP
TYPE 1
SOUTHWEST QUADRANT
BOYD ST & N 6TH ST
CURB RAMP
TYPE 1
NORTHWEST QUADRANT
BOYD ST & N 6TH ST
P L
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F I L
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P r e p a r e d
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Sheet:
Date:JULY 2026
Design: MJA
Drawing: MJA
Checked: WSM
C O
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C O
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O F
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B O
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C U
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R A
M P
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T A
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P
A R
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B O
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N 6TH ST
0 5 10 FEET
SCALE
APRON TO BE REPLACED
EXISTING CONCRETE
W A
L L
A C
E S
T
N 6TH ST
SCALESCALE
0 5 10 FEET
357.29 357.10
355.98 355.98
356.00 356.00
356.17 356.17
356.09 356.09
355.91 355.91
355.85 355.85
355.69 355.69
355.49 355.49
355.27 355.27
355.47 355.47
355.46 355.46
OF NEW SIDEWALK
MIDPOINT ALONG LENGTH
356.58 356.58
355.49 355.49
355.47 355.47
355.57 355.57
355.56 355.56
356.65 356.67
356.84
356.86
356.76
355.95 355.89
355.96 355.90
356.36
356.16
355.94
356.30356.36
356.19 356.19
357.13
356.05 356.05
355.99 355.99
356.66
356.72
356.46
356.46 357.13
355.96 355.96356.63
356.37 356.37
357.04
355.96 355.96
356.04 356.04
356.07
356.00
356.01
356.25 356.32
356.08
356.79
356.12 356.12
356.50 356.50
357.17
P R
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356.42 356.36
356.32356.39
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