2-LMT - 2026 RP - Ramp Exhibits.pdf

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Attached to
2026-2029 - Lower Makefield Township Facilities Trash & Recyclable Materials Collections & Disposal
Solicitation number
Not on record
Issued by
Bucks County, Pennsylvania

About this file

This file consists of engineering exhibit sheets for the 2026 Road Program ramp improvements project in Lower Makefield Township, Bucks County, Pennsylvania, prepared by Kelly Engineers. The project encompasses the construction of ADA-compliant curb ramps across 32 numbered locations throughout the township, including improvements at intersections of Piper Lane, Weber Drive, Olsen Drive, Ramsey Drive, Denny Drive, South Crescent Boulevard, Kings Road, Marsha Terrace, Garey Drive, Roeloffs Road, Bancroft Lane, and Glen Oak Drive. The exhibit sheets detail the technical specifications and spot elevations for each ramp location, including bottom of curb elevations, proposed sidewalk elevations, curb transitions, depressed or zero curb configurations, and detectable warning surfaces (DWS). The drawings specify 4-foot and 5-foot curb widths with varying slope percentages and provide graphical scales and legends for construction reference. Bids for the overall 2026 Road Program were due by April 22, 2026, via PennBID, with the successful contractor required to be PennDOT pre-qualified as a prime contractor and to comply with Pennsylvania prevailing wage requirements.

The project bid documents require submission of a bid bond or certified check equal to 10 percent of the total bid amount, with the successful bidder required to furnish a performance bond of 100 percent of the contract value within 20 days of award. The work scope includes mill and overlay of pavement, reconstruction of ADA curb and sidewalk, and drainage improvements. No specific contract award date or renewal options are indicated in the exhibit materials. Contractors must pre-qualify in accordance with 67 PA Code Chapter 457 and PennDOT Form 408/2020, with all subcontractors also required to maintain PennDOT pre-qualification status. Questions regarding the solicitation were accepted online via PennBID until April 22, 2026, and no bids could be withdrawn within 30 days after the scheduled closing time for bid receipt.

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Text version

PIPER LANE

W E

B E

R D

R

IV

OLSEN DRIVE

EBER DRIVE

R A

M S

E Y

D R

D

N N

Y D

R

S. CRESCENT

BLVD

KINGS

ROAD

RAMSEY DRIVE

M

R S

H A

T E

R R

A C

E

R O

E L

O F

F S

R O

A D

ROELOFFS ROAD

ROELOFFS ROAD

GAREY

DRIVE

BANCROFT

LANE

GLEN OAK

DRIVE

T h is d o cu m e n t a n d a ll in fo rm a tio n a n d w o rk p ro d u ct r e p re se n te d b y a n d co n ta in e d h e re in is t h e s o le a n d e xc lu si ve p ro p e rt y o f Ja m e s C K e lly

A ss o ci a te s, I n c.

d .b .a K e lly E n g in e e rs T h e in fo rm a tio n c o n ta in e d h e re in is lic e n se d o n ly f o r lim ite d u se b y th e in te n d e d r e ci p ie n t, a n d n o li ce n se p e rm is si o n o r a u th o ri ty is e xt e n d e d d ir e ct ly o r im p lie d to a n y p a rt y w ith o u t e xp re ss w ri tt e n p e rm is si o n o f Ja m e s C K e lly A ss o ci a te s, I n c.

C o p yr ig h t, Ja m e s C K e lly A ss o ci a te s, I n c.

A ll ri g h ts r e se rv e d

SHEET

D at e:

S ca le

D ra w n B y:

D w g.

N am e:

C he ck ed B y:

P ro je ct N o.

K E

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N

G I N

E E

R S

C O N S U

LT

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G E N G

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L aC ru e A ve nu e, S ui te

G le n M ills , P en ns yl va ni a

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AP

F -P la n

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0200 200 400

800100

#31

#32

#29

#30

#27 #28

#25 #26

#24#23

#22

#21

#19

#20

#16 #17

#18

#15 #13

#14

#12 #11

#10 #8

#7

#9

#4

#5 #6#2

#1

#3

N

W

S

E

P A

I M ar k U p

T hi s is is fo r re fe re nc e on ly fo r th e

Lo w er M ak ef ie ld

T ow ns hi p R oa d

P ro gr am

PIPER LANE

B E

R D

R

OLSEN DRIVE

B E R D

R

R

M S

E Y

D R

121.80

121.94BC:121.44

1.50%

BC:121.45

121.74

121.75

121.80

121.81

122.13

122.19

4'6.76%

6.76% 1.50%

3.59%

1.46%

3.

4.

4.

1.

#8

#9

BC:121.68

TC:122.12

#7

BC:121.63

BC:121.63

BC:121.56

BC:121.56

0.

1.40%

0.

%0.

121.66

121.61

121.69

121.68

121.65

121.58

4.22%

4.94% 122.44

122.32 3.1

6%

MATCH

EXISTING

SIDEWALK

1.73%

0.

0.75%

122.55

4.25%MATCH

EXISTING

SIDEWALK

122.38

6.

5.

BC:121.54

BC:121.54

BC:121.55

TC:122.06

4'

5'

5'

BC:121.26

TC:121.67

BC:121.05

BC:121.08

BC:121.17

BC:121.14

BC:120.96

TC:121.48

1.5 0%

121.48

121.90

121.89 121.51

121.45

121.42

121.44

121.34

122.15

122.11

1.5 0%

0.75%

0.75%

6.73%

6.82%

1.5 0%

1.59% 5.82%

4.41%

0.

1.1 5%

122.18

122.11

1.0 8%

2.82%

4'

4'

MATCH

EXISTING

SIDEWALK

MATCH

EXISTING

SIDEWALK

BC:121.45

TC:121.85

BC:121.44

TC:121.75

W E

B E

R D

R

V

W V

W V

MH

PIPER LANE

T h is d o cu m e n t a n d a ll in fo rm a tio n a n d w o rk p ro d u ct r e p re se n te d b y a n d co n ta in e d h e re in is t h e s o le a n d e xc lu si ve p ro p e rt y o f Ja m e s C K e lly

A ss o ci a te s, I n c.

d .b .a K e lly E n g in e e rs T h e in fo rm a tio n c o n ta in e d h e re in is lic e n se d o n ly f o r lim ite d u se b y th e in te n d e d r e ci p ie n t, a n d n o li ce n se p e rm is si o n o r a u th o ri ty is e xt e n d e d d ir e ct ly o r im p lie d to a n y p a rt y w ith o u t e xp re ss w ri tt e n p e rm is si o n o f Ja m e s C K e lly A ss o ci a te s, I n c.

C o p yr ig h t, Ja m e s C K e lly A ss o ci a te s, I n c.

A ll ri g h ts r e se rv e d

SHEET

D at e:

S ca le

D ra w n B y:

D w g.

N am e:

C he ck ed B y:

P ro je ct N o.

K E

L L Y

N

G I N

E E

R S

C O N S U

LT

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G E N G

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L aC ru e A ve nu e, S ui te

G le n M ills , P en ns yl va ni a

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f ax .3 .9 of

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P R O G R

AM

R

AM

P

IM

PR

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VE

M

EN

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LO

W E R M A K E

FI

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B U C K S C O U N

TY

P E N N S Y

LV

A N

IA

A ug us t 5 , 2

ET

S

R

JS

S U -0

R E G

IS

T R A T

IO

N S E A L

IN

R E D

IN

K

O R

IG

IN

A L P L A N S B E A R A

R

EV

D

AT

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ES

C R

IP

TI

O N

BY

R

AM

P

IM

PR

O

VE

M

EN

TS

(W

EB

ER

D R P

IP

ER

L N

S C A L E

F -P la n

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

05 5 10

202.5

#7

#8 #9

NOTE:

PROPOSED SIDEWALK TO MATCH

EXISTING AT SIDEWALK JOINT

335.65

DESCRIPTION LINE/SYMBOL

LEGEND

EXISTING & PROPOSED BOTTOM OF

CURB SPOT ELEVATION

PROPOSED SIDEWALK SPOT ELEVATION

338.52EXISTING SPOT ELEVATION

CURB TRANSITION

DEPRESSED CURB or ZERO CURB

CURB RAMP NUMBER #1

DETECTABLE WARNING SURFACE (DWS)

BC:120.13

BC:120.04

N

W

S

E

N

W

S

E

REVIEW AND APPROVAL ARE ONLY FOR CONFORMANCE WITH THE INFORMATION GIVEN AND DESIGN CONCEPT OF THE PROJECT AS EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW AND APPROVAL OF

SUBMITTALS ARE NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND

COMPLETENESS OF OTHER DETAILS, SUCH AS DIMENSIONS AND QUANITITIES, OR OF SUBSTANTIATING INSTRUCTIONS FOR THE INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AS REQUIRED BY THE CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW AND APPROVAL OF THE CONTRACTOR'S SUBMITTAL SHALL NOT RELIEVE THE CONTRACTOR FROM ANY OBLIGATION CONTAINED IN THE CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW AND APPROVAL SHALL NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR SAFETY PRECAUTIONS OR PROCEDURES. THE ENGINEER'S APPROVAL OF SPECIFIC ITEM DOES NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.

APPROVED

APPROVED AS NOTED

Fabrication/Installation may be undertaken.

Approval does not authorize changes in the Contract Sum or Contract time unless stated by Change Order or Construction Change Directive.

REVISE AND RESUBMIT

REJECTED

Fabrication/Instailation MAY NOT be undertaken.

In resubmitting, limit correction to the items marked.

By Date

PENNONI ASSOCIATES INC.

CONSULTING ENGINEERSPennoni

John C Medendorp IVSean R. Torpey

X

07AUG2025

4' DWS OC is acceptable

P A

I M ar k U p

T hi s is is fo r re fe re nc e on ly fo r th e

Lo w er M ak ef ie ld

T ow ns hi p R oa d

P ro gr am

4' DWS is acceptable

An appropriate taper to 4ft curb widening shall be provided.

This taper shall be smooth on all radii.

12 _ Ramps 1-3 - Piper & Olsen _ A
13 _ Ramps 4-6 - Piper & Olsen _ A
14 _ Ramps 7-9 - Piper & Weber _ AN
15 _ Ramps 10-12 - Piper & Weber _ A
16 _ Ramps 13-15 - Denny & Weber _ A
17 _ Ramps 16-18 - Denny & S.Crescent _ A
18 _ Ramps 19-20 - Weber & Ramsey _ A
19 _ Ramps 21-22 - Ramsey & King _ A
20 _ Ramps 23-24 - Ramsey & King _ A
21 _ Ramps 25-26 - Marsha & Garey _ A
22 _ Ramps 27-28 - Marsha & Roeloffs _ A
23 _ Ramps 29-30 - Roeloffs & Bancroft _ A
24 _ Ramps 31-32 - Roeloffs & Glen Oak _ AN

File details come from the government source that posted it. Updated .