5-Appendix A2 - HBG 15th St Paving Project Plans.pdf

PDF 9 MB Posted Mar 12, 2026

Attached to: 15th Street Paving Project
Solicitation number: IFB 2026-02 City of Harrisburg, Dauphin County
Issued by: Dauphin County, Pennsylvania

About this file

Written by GovTribe AI · Mar 16, 2026

This document is a set of project plans prepared by Wallace Montgomery Engineers for the City of Harrisburg's 15th Street Paving Project located in Dauphin County, Pennsylvania. The project encompasses roadway resurfacing work on 15th Street from Herr Street to Arsenal Boulevard, including milling of existing pavement to a depth of 2 inches, overlay paving, installation of asphalt rolled curbs, and replacement of 19 ADA-compliant curb ramps at various locations throughout the project corridor. The work extends from Station 100+24.70 (beginning of work) to Station 118+75.00 (end of work), encompassing approximately 1,850 linear feet of roadway. The plans indicate the project scope includes pavement markings utilizing 24-inch and 6-inch white hot thermoplastic materials, tree removal at approximate locations, and utility pole relocation or coordination. The document is dated February 2026 and comprises seven total sheets, with the provided excerpt showing sheets 2, 3, and 4 depicting the plan view and typical mill and overlay details.

The plans specify a typical mill and overlay detail with provisions for grade point wedge joints and longitudinal notch configurations per RC-28M standards. Where existing pavement depth exceeds 0.3 inches or where matching existing conditions is required, greater depth specifications apply. The document notes that the speed slot locations are shown on Sheet 7 and that utilities and tree removals are at approximate locations requiring field verification. Additional supporting documentation, including a Questions and Answers guide, is available in the solicitation documents, and interested prime and subcontractors are required to indicate their intent to bid through the PennBid profile, which serves as the sole authoritative source for accurate bid information and requirements.

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Other files

File	Type	Posted
6-Appendix A1 - Special Provisions.pdf	PDF	Mar 12, 2026
4-Appendix B - 15th Street Prevailing Wage.pdf	PDF	Mar 12, 2026
2-Bid Submission Forms and Instructions.zip	ZIP file	Mar 12, 2026
1-Bidder QA Guidance.pdf	PDF	Mar 12, 2026
3-Appendix C - FORM MS - 447A and CS - 4171.pdf	PDF	Mar 12, 2026
7-IFB 2026 02 15th Street Paving Project.pdf	PDF	Mar 12, 2026

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2 3 4

N 15TH ST

SHEET INDEX

H E

R R

S T

DVLB L

E S

R A

CITY OF HARRISBURG

FROM HERR STREET TO ARSENAL BOULEVARD

15TH STREET PAVING PROJECT

S A

S S

A F

R A

S S

C U

M B

E R

L A

N D

S T

V E

R B

E K

E S

C A

L D

E R

S T

C U

M B

E R

L A

N D S

T V E

R B

E K

E S

P L

O T

T E

F I L

A T

100 101 102 103 104 105 106 107

ADA RAMPS NO. 1 ADA RAMPS NO. 2

ADA RAMPS NO. 4

ADA RAMPS NO. 5 ADA RAMPS NO. 6

ADA RAMPS NO. 7 ADA RAMPS NO. 8

ADA RAMPS NO. 9 ADA RAMPS NO. 10

ADA RAMPS NO. 11

ADA RAMPS NO. 12

ADA RAMPS NO. 3

APROXIMATE (102+00.00)

CENTERLINE SPEED SLOT

STA: 100+00.00

LIMIT OF WORK

STA: 100+24.70

BEGIN OF WORK

APROXIMATE (104+50.00)

CENTERLINE SPEED SLOT

(MATCH EXISTING)

FROM 105+77.69 TO 107+86.78

ASPHALT ROLLED CURB

PAVEMENT MARKINGS (TYP.)

24" WHITE HOT THERMOPLASTIC

PAVEMENT MARKINGS (TYP.)

24" WHITE HOT THERMOPLASTIC

PAVEMENT MARKINGS (TYP.)

6" WHITE HOT THERMOPLASTIC

PAVEMENT MARKINGS (TYP.)

6" WHITE HOT THERMOPLASTIC

PAVEMENT MARKINGS (TYP.)

6" WHITE HOT THERMOPLASTIC

SCALE

SHEET NO. OF 7

SCALE: AS SHOWN

DATE: FEBRUARY 2026

NGINEERS LANNERS URVEYORS ONSTRUCTION ANAGERSE P S C M

www.WallaceMontgomery.com A Limited Liability Partnership

717.590.1400 Tel / 717.766.3507 Fax

Mechanicsburg, Pennsylvania 17055

4999 Louise Drive, Suite 104 DAUPHIN COUNTY, PA

CITY OF HARRISBURG

FROM HERR STREET TO ARSENAL BOULEVARD

15TH STREET PAVING PROJECT

25 50 FEET

S E

E S

H E

E T

V E

R B

E K

E S

C U

M B

E R

L A

N D

S T

H E

R R

S T

C U

M B

E R

L A

N D S

V E

R B

E K

E S

T S

A S S

A F

R A

S S

H E

R R S

N 15TH ST

SEE SHEET 7 FOR SPEED SLOT FOR DETAILS S

S S

A F

R A

S A

L L E

TREE REMOVAL (APPROXIMATE LOCATION)

UTILITY POLE (APPROXIMATE LOCATION)

NOTE:

LEGEND:

107 108 109 110 111 112 113 114

ADA RAMPS NO. 13

ADA RAMPS NO. 14

ADA RAMPS NO. 15

ADA RAMPS NO. 16 ADA RAMPS NO. 17

APROXIMATE (108+00.00)

CENTERLINE SPEED SLOT

APROXIMATE (111+50.00)

CENTERLINE SPEED SLOT

(MATCH EXISTING)

FROM 105+77.69 TO 107+86.78

ASPHALT ROLLED CURB

(MATCH EXISTING)

FROM 105+77.69 TO 107+86.78

ASPHALT ROLLED CURB

PAVEMENT MARKINGS (TYP.)

24" WHITE HOT THERMOPLASTIC

PAVEMENT MARKINGS (TYP.)

6" WHITE HOT THERMOPLASTIC

PAVEMENT MARKINGS (TYP.)

6" WHITE HOT THERMOPLASTIC

SCALE

SHEET NO. OF 7

SCALE: AS SHOWN

DATE: FEBRUARY 2026

NGINEERS LANNERS URVEYORS ONSTRUCTION ANAGERSE P S C M

www.WallaceMontgomery.com A Limited Liability Partnership

717.590.1400 Tel / 717.766.3507 Fax

Mechanicsburg, Pennsylvania 17055

4999 Louise Drive, Suite 104 DAUPHIN COUNTY, PA

CITY OF HARRISBURG

FROM HERR STREET TO ARSENAL BOULEVARD

15TH STREET PAVING PROJECT

25 50 FEET

S E

E S

H E

E T

MAY ST

N 15TH ST

R E

S T

C A

L D

E R

S T

C A

L D

E R

S T

MAY ST

ASHLAND ST

S E

E S

H E

E T

LEGEND:

UTILITY POLE (APPROXIMATE LOCATION)SEE SHEET 7 FOR SPEED SLOT FOR DETAILS

114 115 116 117 118 119 120 121 122

ADA RAMPS NO. 17 ADA RAMPS NO. 18 ADA RAMPS NO. 19

STA: 119+00.00

LIMIT OF WORK

STA: 118+75.00

END OF WORK

APROXIMATE (115+00.00)

CENTERLINE SPEED SLOT

APROXIMATE (117+50.00)

CENTERLINE SPEED SLOT

PAVEMENT MARKINGS (TYP.)

6" WHITE HOT THERMOPLASTIC

SCALE

SHEET NO. OF 7

SCALE: AS SHOWN

DATE: FEBRUARY 2026

NGINEERS LANNERS URVEYORS ONSTRUCTION ANAGERSE P S C M

www.WallaceMontgomery.com A Limited Liability Partnership

717.590.1400 Tel / 717.766.3507 Fax

Mechanicsburg, Pennsylvania 17055

4999 Louise Drive, Suite 104 DAUPHIN COUNTY, PA

CITY OF HARRISBURG

FROM HERR STREET TO ARSENAL BOULEVARD

15TH STREET PAVING PROJECT

25 50 FEET

S E

E S

H E

E T

N 15TH ST

H A

M S

S T

MAY ST

A R

N A L

LEGEND:

UTILITY POLE (APPROXIMATE LOCATION)SEE SHEET 7 FOR SPEED SLOT FOR DETAILS

EXISTING CARTWAY

SURFACE 2" DEPTH

MILL EXISTING PAVEMENT

NOT TO SCALE

TYPICAL MILL AND OVERLAY DETAIL

GRADE POINT

WEDGE JOINT PER RC-28M

USE LONGITUDINAL NOTCH

GREATER

DEPTH OR MATCH EXISTING PAVEMENT DEPTH WHICHEVER IS

0.3 TO <3 MILLION ESALS, 25.0 MM MIX DESIGN, 4" MIN.

SUPERPAVE ASPHALT MIX DESIGN, BASE COURSE, PG 64S-22,

PUB 408 (AS DIRECTED)

BACKFILL, TYPE B PLACED IN ACCORDANCE WITH PENN DOT

2A MODIFIED STONE COMPACTED IN 6" LIFTS OR FLOWABLE

FULL DEPTH SAW CUT. SAW CUT COMPLETELY SQUARE OFF AREAS.

ASPHALT JOINT SEALER SET PER PENN DOT 408 SECTION 469

9.5 MM MIX DESIGN, SRL-H (AS-DIRECTED)

(LEVELING), PG 64S-22, 0.3 TO <3 MILLION ESALS,

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE

ASPHALT TACK COAT

CONTROL JOINT (5'-0" OR MATCH EXISTING)

1/2" EXPANSION JOINT

UNDISTURBED OR COMPACTED SOIL

6" MINIMUM TYPE 2A AGGREGATE COMPACTED

4" MINIMUM TYPE 2A AGGREGATE COMPACTED

PENN DOT 408.6

CLASS A CEMENT CONCRETE, 4" MINIMUM IN ACCORDANCE WITH

DEPTH, SRL-H

PG 64S-22, 0.3 TO <3 MILLION ESALS, 9.5 MM MIX, 1/2" MIN

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH),

DESIGN, PG64S-22 0.3 TO < 3 MILLION ESALS, 9.5 MM, SRL-H

1 1/2" MIN. SUPERPAVE WEARING COARSE ASPHALT MIXTURE

408 SECTION 460.

PROPOSED SURFACE.SET PER PENN DOT PUBLICATION

LAYERS AND ON VERTICAL FACE OF CURB BELOW

*APPLY ASPHALT TACK COAT BETWEEN ALL PAVEMENT

LEGEND

20'-0"20'-0"

H H

(PEDESTRIAN ACCESS ROUTE)

5'-0" MIN SIDEWALK

THE USE OF A MILLING OR PLANING MACHINE IS PERMITTED

SECTION 450 - MANUAL ASPHALT PATCHING

PREPARE IN ACCORDANCE WITH PENN DOT PUBLICATION 408

NOTES:

UNDISTURBED SOIL UNDISTURBED SOIL

NOT TO SCALE

VARIES

4'-0"

TRANSITIONEXISTING CONCRETE CURB

PLAIN CEMENT CONCRETE CURB

BASE REPAIR DETAIL

LONGITUDINAL SECTION

CURB TRANSITION DETAIL

SURFACE

STREET

EXISTING SURFACE

STREET

EXISTING

5'-0" 5'-0"

AREAS ARE PROVIDED EVERY 200'

DRIVEWAY, IF 5'-0" X 5'-0" PASSING

MAY BE REDUCED TO 4'-0" MIN. AT

7" 1"

A B

SLOPE 1/8" TO 1/4" PER 1'-0"

VARIES

1'-0" MAX

EXISTING PAVEMENT

LANDSCAPE AREA7" 1"

A B

1'-0" MAX

SLOPE 1/8" TO 1/4" PER 1'-0"

PERMITTED TO AVOID BASE REPLACEMENT

EXCAVATION BEHIND PROPOSED CURB IS*

CONCRETE CURB & SIDEWALK WITH GRASS DIVIDER DETAIL

CONCRETE CURB AND SIDEWALK DETAIL

F F

2.0% 2.0%

SIDEWALK

EXISTING

SIDEWALK

EXISTING

PATCH #

(FT)

WIDTH

(FT)

LENGTH

(SY)

AREA

AREAS TO BE LOCATED BY CITY REPRESENTATIVE AFTER PAVEMENT MILLING.

NOTE:

NOT TO SCALE

SAVERITY / DISTRESS

HIGH BLOCK AND ALLIGATOR CRAKING

HIGH ALLIGATOR CRACKING

HIGH BLOCK AND ALLIGATOR CRAKING

HIGH ALLIGATOR CRACKING

SHEET NO. OF 7

SCALE: AS SHOWN

DATE: FEBRUARY 2026

NGINEERS LANNERS URVEYORS ONSTRUCTION ANAGERSE P S C M

www.WallaceMontgomery.com A Limited Liability Partnership

717.590.1400 Tel / 717.766.3507 Fax

Mechanicsburg, Pennsylvania 17055

4999 Louise Drive, Suite 104 DAUPHIN COUNTY, PA

CITY OF HARRISBURG

FROM HERR STREET TO ARSENAL BOULEVARD

15TH STREET PAVING PROJECT

PLAN

SECTION A-A

A A

INTO FILTER BAG

WASHOUT WATER

DIRECT CONCRETE

WATER IS 50% OF FILTER RING HEIGHT

MAXIMUM DEPTH OF CONCRETE WASHOUT

COMPOST FILTER SOCK

24" DIAMETER

PLACED 5' C-C

2"x2"x36" WOOD STAKE

12" MIN.

PLACED 5' C-C

2"x2"x36" WOOD STAKE

NOT TO SCALE

(PA DEP E&S STANDARD DETAIL, FIG E.13)

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

SIDE OF FILTER RING

4' MIN. OVERLAP ON UPSLOPE

COMPOST FILTER SOCK, 24" DIAMETER,

PA E&S STANDARDS (SEE GENERAL NOTES).

DISPOSED OF IN ACCORDANCE WITH THE CW(S) SHOULD BE REMOVED AND

CONCRETE SHOULD BE REMOVED AND DISPOSED OF. MATERIALS USED TO CONSTRUCT

WHEN THE CW(S) ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED 5.

INSTALLATION OF THE FILTER SOCKS.

PLACE SUITABLE IMPERVIOUS GEOMEMBRANE IN THE LOCATION OF CW PRIOR TO 4.

PYRAMID CONFIGURATION FOR ADDED HEIGHT IF NECESSARY.

18" DIAMETER FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN 3.

OPERATIONS.

TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY CONCRETE WASHOUT

BE CONSTRUCTED AND MAINTAINED IN A SUFFICIENT QUANTITY AND SIZE (VOLUME)

CW'S SHOULD BE CONSTRUCTED ABOVE GRADE AND IN A LEVEL AREA. CW'S SHOULD2.

DISTURBANCE OR TRACKING.

BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT

DRAIN INLETS, OPEN DRAINAGE FACILITIES AND WATERCOURSES. EACH CW SHOULD

CONCRETE WASHOUT (CW) SHOULD BE LOCATED A MINIMUM OF 50'FROM STORM 1.

NOTES:

NOT TO SCALE

INLET GRATE

INLET

BAG REMOVAL FROM

1 IN. REBAR FOR

(1/4 IN. NYLON ROPE)

EXPANSION RESTRAINT

RUBBER BLOCK

2 IN X 2 IN. X 3/4 IN.

FLOW

STORM

INLET

(TYP.)

2:1 MAX

INSTALLATION DETAIL

PLAN VIEWSECTION VIEW

ISOMETRIC VIEW

DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

USED BAGS ACCORDING TO THE PLAN NOTES.

IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL

ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED

INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED

FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE

EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN

INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF

SIEVE.

50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40

A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF

AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS.,

COMPLETED OR REMAIN PERMANENTLY.

EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS

ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED.

ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED.

TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR

MAXIMUM DRAINAGE AREA = 1/2 ACRE.

NOTES:

BERM

2:1 MAX.

FLOW

HEIGHT

MIN.

6 IN.

3:1

VEGETATION

TEMPORARY OR PERMANENT

EARTHEN BERM TO BE STABILIZED WITH

INLET FILTER BAG FOR TYPE M INLET

STANDARD CONSTRUCTION DETAIL #4-16

NOT TO SCALE

INLET GRATE

INLET

BAG REMOVAL FROM

1 IN. REBAR FOR FILTER TUBE

COMPOST SOCK, OR

SANDBAG, FILTER LOG,

IN. NYLON ROPE)4

EXPANSION RESTRAINT

RUBBER BLOCK

2 IN X 2 IN. X 3/4 IN.

TOP OF CURB

FLOW

STORM

INLET BERM

(TYP.)

2:1 MAX

INSTALLATION DETAIL

PLAN VIEW

SECTION VIEW

ISOMETRIC VIEW

DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

ALL USED BAGS ACCORDING TO THE PLAN NOTES.

IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS

ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED

INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED

FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE

EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN

INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF

SIEVE.

50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40

MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF

AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A

BERM SHALL BE MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.

BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT

ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE

TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR

MAXIMUM DRAINAGE AREA = 1/2 ACRE.

NOTES:

CURB

LANDWARD SIDE

BYPASSING INLET ON

CURB IF RUNOFF IS

EXTEND BERM OVER

INLET FILTER BAG FOR TYPE C INLET

STANDARD CONSTRUCTION DETAIL #4-15

CONCRETE WASHOUT STATION

6SHEET NO. OF 7

SCALE: AS SHOWN

DATE: FEBRUARY 2026

NGINEERS LANNERS URVEYORS ONSTRUCTION ANAGERSE P S C M

www.WallaceMontgomery.com A Limited Liability Partnership

717.590.1400 Tel / 717.766.3507 Fax

Mechanicsburg, Pennsylvania 17055

4999 Louise Drive, Suite 104 DAUPHIN COUNTY, PA

CITY OF HARRISBURG

NOT TO SCALE

SPEED SLOT PLAN VIEW

TYPICAL ADVANCE WARNING MARKING FOR SPEED SLOTSECTION B-B 1V=4H

NOT TO SCALE

V A

TO THE LATEST EDITION OF THE DE MUTCD

1. ALL SIGNING AND STRIPPING SHALL CONFORM

NOTES:

EXISTING CURB

SPEED CUSHION

CENTER OF

SEE NOTE

(PARKING LANE)

MAXIMUM SPACING FROM CURB

22'

WHITE MARKINGS

12- INCH

12 INCHES

SPEED HUMP ( W17-1)- SEE NOTE

TYPICAL SPEED SLOT DETAIL FOR A 25'-30' ROADWAY SECTION

NOT TO SCALE

A A

1.5' 1.5'

1:6 1:6

=3"+/-1/2"

HEIGHT

FLAT TOP

3' 3'

16'

APPLY TACK COAT

SAW CUT AND 2'' TAPE MILL

22'

NOT TO SCALE

2' 2'

1.5' 1.5'4'

COAT

APPLY TACK

2'' TAPE MILL

SAW CUT AND

SECTION A-A 1V=4H

NOT TO SCALE

CENTER OF SPEEP SLOT

EDGE OF ROADWAY

(SEE DETAILS A)

WIDTH VARIES

MARKING (TYP.)

12" PAVEMENT

(T H

H E

E T

S L

O T

D E

T A

S E

E S

P E

E D

DETAIL A

OF SPEED SLOT

LEADING EDGE

12" (TYP.)

TRAVEL LANE

CENTER LINE OF

EDGE OF ROADWAY

SHEET NO. OF 7

SCALE: AS SHOWN

DATE: FEBRUARY 2026

NGINEERS LANNERS URVEYORS ONSTRUCTION ANAGERSE P S C M

www.WallaceMontgomery.com A Limited Liability Partnership

717.590.1400 Tel / 717.766.3507 Fax

Mechanicsburg, Pennsylvania 17055

4999 Louise Drive, Suite 104 DAUPHIN COUNTY, PA

CITY OF HARRISBURG

File details come from the government source that posted it. Updated Mar 16, 2026.