8-08. Project Plans (5 Sheets).pdf

2026 CDBG ADA CURB RAMP

AND SIDEWALK IMPROVEMENTS PROJECT

MIDDLETOWN TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

JUNE 2026

LIST OF UTILITIES AND

EMERGENCY CONTACT INFORMATION

BUCKS COUNTY WATER & SEWER

1275 ALMSHOUSE ROAD

WARRINGTON, PA 18976

ATTN: MARK PIZZO

(215) 343-2538

WATER:

SANITARY

SEWER:

ELECTRIC:

CABLE:

GAS:

TELEPHONE:

PECO ENERGY

C/O STS LLC

3628 HORIZON DRIVE

KING OF PRUSSIA, PA 19406

COMCAST CABLEVISION

55 INDUSTRIAL DRIVE

IVYLAND, PA 18974

VERIZON PENNSYLVANIA INC.

1350 WELSH ROAD

NORTH WALES, PA 19454

PECO ENERGY

C/O STS LLC

3628 HORIZON DRIVE

KING OF PRUSSIA, PA 19406

BUCKS COUNTY WATER & SEWER

1275 ALMSHOUSE ROAD

WARRINGTON, PA 18976

ATTN: MARK PIZZO

(215) 343-2538

STORMWATER: MIDDLETOWN PUBLIC WORKS

700 VETERANS HIGHWAY

LEVITTOWN, PA 19056

(215) 943-2900

PROJECT LOCATION MAP

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PA ONE - CALL SYSTEM

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

of 02-10-2026

PA090665T001

AS NOTED

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WEB ADDRESS : RVE.COM

(267) 394-4500

LOWER MAKEFIELD CORPORATE

YARDLEY, PA 19067

REMINGTON

& VERNICK

ENGINEERS

1010 STONY HILL ROAD, SUITE 175

CENTER NORTH CAMPUS

· Excellence Innovation Service·

MIDDLETOWN TOWNSHIP

COMMUNITY DEVELOPMENT BLOCK

GRANT (CDBG)

FUNDING SOURCE:

MUNICIPAL BUILDING

SHEET INDEX

SHEET NUMBER DESCRIPTION

1 TITLE

2 LEGEND

3 GENERAL NOTES & QUANTITIES

4 SITE PLAN

5 CONSTRUCTION DETAILS

ALTERNATE NO.1

06/16/2026

AutoCAD SHX Text

SCALE: 1" = 100'

AutoCAD SHX Text excavators who are about to : Dig, Blast, Auger, Bore, Grade, AutoCAD SHX Text Pennsylvania Act 187 (1996) requires 3 working days notice from

AutoCAD SHX Text Trench or Demolish anywhere in the Commonwealth.

AutoCAD SHX Text It is the responsibility of the contractor to contact the Pennsylvania One-Call System prior to the start of construction. Dial 811 OR 1-800-242-1776

AutoCAD SHX Text

CHRISTOPHER

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JOSEPH

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FAZIO

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE-0055338-E

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NAD-1983

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SERIAL #20261032930

IRRIGATION PIPE

WATER SERVICE

COMMUNICATIONS SERVICE

TELEPHONE SERVICE

FIBER OPTIC SERVICE

ELECTRIC SERVICE

SANITARY SEWER PIPE $12"

SANITARY SEWER PIPE [12"

GAS SERVICE

STORM SEWER PIPE $12"

STORM SEWER PIPE [12"

SANITARY FORCE MAIN PIPE

OVERHEAD WIRE

WATER SHUT-OFF

WATER METER

WATER VALVE

WATER HYDRANT

WELL

YARD HYDRANT

METER PIT

GAS SHUT-OFF

GAS METER

GAS VALVE

GAS LINE MARKER

CLEANOUT

SEWER VENT

IRRIGATION CONTROL VALVE

IRRIGATION BOX

IRRIGATION CONTROL BOX

SPRINKLER HEAD

COMMUNICATIONS PEDESTAL

COMMUNICATIONS LINE MARKER

TELEPHONE PEDESTAL

TELEPHONE LINE MARKER

ELEC. BOX

ELEC. METER

ELEC. TRANSFORMER PAD

ELEC. VAULT

ELEC. LINE MARKER

MANHOLES

UTILITY POLE

GUY ANCHOR

ELEC. OUTLET

INLET TYPE M

INLET TYPE C

INLET TYPE DOUBLE M

AREA DRAIN

LIGHTS

CONCRETE MONUMENT

PK / MAG NAIL / DRILL HOLE / SPIKE

STAKE

HUB

PIN W/ CAP

IRON PIPE

CROSS CUT

DRILL HOLE W/ WINGS

DISK

STONE

REBAR

BASELINE

CENTERLINE

EASEMENT

RIGHT-OF-WAY

BORING LOCATION

MONITORING WELL LOCATION

TEST PIT LOCATION

FRESHWATER WETLAND FLAG

FRESHWATER WETLAND LINE

EDGE OF WATER

STREAM CENTERLINE

DECIDUOUS TREE

SHRUBS / BUSH

EVERGREENS

STUMP

WOODS / TREE LINE

CROWS FOOT

IRON PIN

PROPERTY BOUNDARY

RAILROAD TRACKS

ADJACENT PROPERTY BOUNDARY

STATE BOUNDARY

MUNICIPAL / COUNTY BOUNDARY

FRESHWATER WETLAND BUFFER

WIRE FENCE

SPLIT RAIL FENCE

WOOD / VINYL FENCE

CHAIN-LINK FENCE

TOP OF BANK / DITCH

BOTTOM OF BANK / DITCH

FLOW LINE / SWALE

CONTOUR (MAJOR)

CONTOUR (MINOR)

TIME OF CONCENTRATION

ROADWAY GRADE

DRAINAGE FLOW

EDGE OF PAVEMENT

CURB

PAVEMENT / CONC. / SIDEWALK

LIMIT OF EXCAVATION

GUIDE RAIL

BOLLARD

MAILBOX

SIGNS

FLAG POLE

BENCH

PILE

TRAFFIC CONTROL BOX

TRAFFIC LIGHT

DEPT. OF TRANSPORTATION MANHOLE

STATE HIGHWAY DEPARTMENT

TYPICAL NORTH ARROW

BENCHMARK LOCATION

DETECTABLE WARNING SURFACE

TYPICAL STRIPING

ADA STRIPING

CALL BOX

OIL FILL

UNDERGROUND STORAGE TANK LID

RISER PIPE

UNKNOWN VALVE

VENT

VENT PIPE

SPOT GRADE

AERIAL TARGET

RAILROAD CROSSING BEACON

RAISED PAVEMENT MARKER

GRASS/SOD

APR. APRON EL. ELEVATION PERF. PERFORATED SWL SINGLE WHITE LINE

ASB ASBESTOS CEMENT PIPE EX. EXISTING PC POINT OF CURVATURE SYL SINGLE YELLOW LINE

AFF ABOVE FINISHED FLOOR FFE FINISH FLOOR ELEVATION PI POINT OF INFLECTION TBA TO BE ABANDONED

ASB ASBESTOS FT FEET PT POINT OF TANGENCY TBR TO BE REMOVED

AL ALUMINUM E.B.,W.B,

N.B.,S.B.

EASTBOUND, WESTBOUND,

NORTHBOUND, SOUTHBOUND PSI POUNDS PER SQUARE INCH TC TOP OF CURB

BL BASELINE GL GUTTER LINE PK PARKER KAYLON MASONRY NAIL TEL TELEPHONE

BM BENCH MARK GR GRATE PROP. PROPOSED TEMP. TEMPORARY

BIT. BITUMINOUS GALV. GALVANIZED PVC POLYVINYL CHLORIDE PIPE TYP. TYPICAL

BLDG. BUILDING HW HEADWALL PVC POINT OF VERTICAL

CURVATURE UD UNDERDRAIN

BGS BELOW GROUND SURFACE HDPE HIGH DENSITY POLYETHYLENE PIPE PVI POINT OF VERTICAL

INTERSECTION UP UTILITY POLE

CL CENTERLINE INV. INVERT PVT POINT OF VERTICAL TANGENCY V VOLTS

CIP CAST IRON PIPE IP IRON PIN R RADIUS VAR. VARIES

CONC. CONCRETE IN INCHES RCP REINFORCED CONCRETE PIPE WM WATER METER

CMP CORRUGATED METAL PIPE JB JUNCTION BOX RMC RIGID METALLIC CONDUIT

CULV. CULVERT LSA LANDSCAPED AREA R.O.W. RIGHT OF WAY

CS CARBON STEEL LF LINEAR FEET R.R. RAILROAD

CF CUBIC FEET LST LANDSCAPE TIE RTE. ROUTE

CY CUBIC YARDS LOM LIMIT OF MILLING SAN. SANITARY

CMU CONCRETE MASONRY UNIT LOP LIMIT OF PAVING SS STAINLESS STEEL

D.C. DEPRESSED CURB MB MAILBOX SWK. SIDEWALK

DH DRILL HOLE MAX. MAXIMUM SHD STATE HIGHWAY DEPARTMENT

DIA. DIAMETER MIN. MINIMUM SHLD. SHOULDER

DIP DUCTILE IRON PIPE MH MANHOLE STY. STORY

DWY DRIVEWAY NO. NUMBER STA. STATION

DYL DOUBLE YELLOW LINE N.T.S. NOT TO SCALE

P PIPE

HEADWALL W/ WINGS

HEADWALL

LE

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SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

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DATE :

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

of 02-10-2026

PA090665T001

AS NOTED

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WEB ADDRESS : RVE.COM

(267) 394-4500

LOWER MAKEFIELD CORPORATE

YARDLEY, PA 19067

REMINGTON

& VERNICK

ENGINEERS

1010 STONY HILL ROAD, SUITE 175

CENTER NORTH CAMPUS

· Excellence Innovation Service·

06/16/2026

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DESCRIPTION

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NOTE: ALL SYMBOLS MAY NOT BE USED

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STANDARD LEGEND

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UTILITIES

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SANITARY

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WATER

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ELECTRIC

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DRAINAGE

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CATV

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GAS

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TELEPHONE

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ENVIRONMENTAL

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DESCRIPTION

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BITUMINOUS/ASPHALT

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CONCRETE

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STONE

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EXISTING

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ABBREVIATIONS

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UNKNOWN

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W/ LIGHT

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W/ SOLAR

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STANDARD

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ORNAMENTAL

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(SIZE & TYPE)

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(SIZE & TYPE)

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MW-#

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TP-#

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FW-#

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MW-#

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TP-#

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TC5.45 GL4.95

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TC5.45

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GL4.95

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DRAWING NOMENCLATURE REPRESENTATION

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EXISTING CONDITIONS

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PROPOSED CONDITIONS

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CONCRETE SIDEWALK

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PAVEMENT, FULL DEPTH RESTORATION

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PAVEMENT MILLING

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DRIVEWAY RESTORATION, ASPHALT

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DRIVEWAY RESTORATION, CONCRETE

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DRIVEWAY RESTORATION, STONE

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DRIVEWAY RESTORATION, BRICK

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1 UNIT SAN. MH #1210 STA.24+03 RIM=61.00 INV.=50.50(1) INV.=50.40(2)

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SAN. MH. RIM=61.00 INV.=50.50(1) INV.=50.40(2)

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12" PVC

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24" PVC

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100 LF

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100 LF

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CO

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CHRISTOPHER

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JOSEPH

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FAZIO

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE-0055338-E

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GENERAL NOTES:

SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

AS AS CJF

N o.

C H

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IS

IO

N

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BY

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

of 02-10-2026

PA090665T001

AS NOTED

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WEB ADDRESS : RVE.COM

(267) 394-4500

LOWER MAKEFIELD CORPORATE

YARDLEY, PA 19067

REMINGTON

& VERNICK

ENGINEERS

1010 STONY HILL ROAD, SUITE 175

CENTER NORTH CAMPUS

· Excellence Innovation Service·

EXISTING CONDITIONS & SURVEY NOTES

1. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AS PER THE CURRENT PARCEL MAPS & TAX ASSESSMENT RECORDS OF THE COUNTY OF BUCKS, COMMONWEALTH OF PENNSYLVANIA. ADJOINER PROPERTY LINES AND RIGHT-OF-WAYS ARE SHOWN FOR INFORMATION ONLY

AND HAVE NOT BEEN FIELD VERIFIED.

2. THIS PLAN AND SURVEY DOES NOT CERTIFY THE LOCATION, BOTH HORIZONTAL AND VERTICAL, OF ANY UNDERGROUND UTILITY OR STRUCTURE THAT

WAS NOT EXPOSED FOR DIRECT MEASUREMENT.

3. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. ANY ERRORS

OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

A DESIGN REQUEST FOR UNDERGOUND UTILITY OR STRUCTURE INFORMATION HAS BEEN SUBMITTED THROUGH THE PA ONE CALL SYSTEM FOR THIS

PROJECT. THE DESIGN REQUEST SERIAL NUMBER FOR THIS PROJECT IS #20261032930.

EROSION & SEDIMENT CONTROL (E&S) NOTES

1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL TEMPORARY E&S BEST MANAGEMENT PRACTICES (BMPS) DURING THE CONSTRUCTION.

TEMPORARY E&S BMPS SHALL INCLUDE ANY DEPICTED ON THE PLANS AND THE FOLLOWING:

a. STORM INLET PROTECTION. INLET FILTER BAGS SHALL BE INSTALLED IN EACH EXISTING AND PROPOSED STORM INLET RECEIVING RUNOFF FROM

THE PROJECT AREA.

b. SEDIMENT BARRIERS. COMPOST FILTER SOCK, SILT FENCE OR OTHER SUITABLE BARRIERS SHALL BE INSTALLED ON LEVEL GRADE DOWNSTREAM

FROM DISTURBED AREAS AND STOCKPILES.

c. CONCRETE WASHOUT. FOR ANY PROJECT WHERE CONCRETE WILL BE POURED ON SITE, A SUITABLE WASHOUT FACILITY MUST BE PROVIDED.

d. PUMPED WATER FILTER BAG. A PUMPED WATER FILTER BAG SHALL BE USED TO FILTER WATER PUMPED FROM EXCAVATED AREAS

(DEWATERING), SEDIMENT STORAGE AREAS OF SEDIMENT BASINS AND SEDIMENT TRAPS.

2. E&S BMPS SHALL BE INSPECTED AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

3. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY E&S BMPS. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION.

DEMOLITION NOTES

1. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL INSTALL E&S BMPS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, TRANSPORTATION, AND PROPER DISPOSAL OF ALL DEMOLISHED MATERIALS. DEMOLISHED

MATERIALS MUST BE MOVED OFFSITE TO AN APPROVED FACILITY.

3. THE CONTRACTOR SHALL PERFORM DEMOLITION WORK AS NECESSARY TO FACILITATE THE PROPOSED WORK, INCLUDING ANY DEMOLITION WORK

NOT SPECIFICALLY INDICATED ON THE PLANS.

4. ALL TREES DESIGNATED FOR REMOVAL SHALL BE MARKED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO REMOVAL.

5. TREE REMOVAL SHALL INCLUDE REMOVAL OF THE EXISTING TREE ALONG WITH COMPLETE STUMP REMOVAL TO A DEPTH OF ONE FOOT (1') BELOW

EXISTING GRADE, PROPOSED GRADE, OR PROPOSED FEATURES, WHICHEVER IS LOWER.

6. EXCAVATED AREAS SHALL NOT REMAIN EXCAVATED ANY LONGER THAN REASONABLY NECESSARY TO FACILITATE WORK. ANY OPEN EXCAVATIONS

MUST BE BACKFILLED WITHIN 72 HOURS.

7. DURING CONSTRUCTION, AT FOUR WAY INTERSECTIONS, DEMOLITION MAY ONLY OCCUR ON TWO RAMPS AT A TIME TO ALLOW FOR PEDESTRIAN

ACCESS THROUGH INTERSECTION.

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS, INCLUDING FLAGGERS, FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) DURING THE PROJECT IN ACCORDANCE WITH THE PROJECT PLANS AND PENNDOT PUBLICATION 213 “TEMPORARY TRAFFIC CONTROL

GUIDELINES”.

2. EACH CONTRACTOR AND SUBCONTRACTOR PERFORMING EXCAVATION OR DEMOLITION WORK FOR THIS PROJECT IS REQUIRED TO SUBMIT A CONSTRUCTION NOTIFICATION THROUGH THE PA ONE CALL SYSTEM NOT LESS THAN THREE (3) NOR MORE THAN TEN (10) BUSINESS DAYS IN ADVANCE OF BEGINNING EXCAVATION OR DEMOLITION WORK. EACH CONTRACTOR AND SUBCONTRACTOR ARE REQUIRED TO COMPLY WITH ALL PROVISIONS OF THE UNDERGROUND UTILITY LINE PROTECTION LAW (PA ACT 287 OF 1974, AS AMMENDED).

3. THE CONTRACTOR SHALL ANTICIPATE ENCOUNTERING GROUND WATER INFILTRATION INTO EXCAVATED AREAS DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH SIZING AND PROVIDING TEMPORARY BYPASS PUMPING AND/OR DEWATERING SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE

PROPOSAL.

4. ALL FILL SHALL BE PLACED IN EIGHT INCH (8”) LAYERS AND THOROUGHLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. IF BORROW FILL IS

REQUIRED, IT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER.

5. THE CONTRACTOR SHALL EXERCISE PARTICULAR CARE WHEN CONSTRUCTING OR RESURFACING PAVEMENT, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE FLOWING STORMWATER. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY THE

CONTRACTOR AT NO COST TO THE OWNER.

6. ALL PEDESTRIAN ACCESS TO SIDEWALKS AND STREETS, INCLUDING CROSSWALKS, CURB RAMPS, STREET FURNISHINGS, PEDESTRIAN SIGNALS, PARKING AND OTHER COMPONENTS OF PEDESTRIAN ACCESS PROPOSED IN BUILDINGS, SITES OR THE RIGHT-OF-WAY ARE TO BE IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT (ADA) & ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES AND THE CURRENT PUBLIC RIGHTS-OF-WAY GUIDELINES PROPOSED BY THE ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (ACCESS BOARD).

7. ALL PLANTING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS FOR ALL PLANTINGS SHALL BE MARKED BY THE

CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO PLANTING.

8. ALL CONSTRUCTION SPECIFICATIONS AND DETAILS NOT SHOWN SHALL BE IN ACCORDANCE WITH PENNDOT STANDARDS AS DETAILED IN THE LATEST

REVISIONS OF THE FOLLOWING:

a. PUBLICATION 35 (BULLETIN 15) “QUALIFIED PRODUCTS LIST FOR CONSTRUCTION”;

b. PUBLICATION 408/2020 ”SPECIFICATIONS”;

c. PUBLICATION 72M/2010 “STANDARDS FOR ROADWAY CONSTRUCTION”;

d. PUBLICATION 111 “TRAFFIC CONTROL - PAVEMENT MARKINGS AND SIGNING STANDARDS”;

e. PUBLICATION 213 “TEMPORARY TRAFFIC CONTROL GUIDELINES”.

INCLUDING ALL APPLICABLE BASELINE DOCUMENT CHANGES AND APPENDICES. THESE CONSTRUCTION SPECIFICATIONS AND DETAILS MAY BE

PURCHASED THROUGH THE PENNDOT SALES STORE AT:

P.O BOX 2028

HARRISBURG, PA 17105-2028

(TELEPHONE: 1-717-787-6746)

UTILITY NOTES

1. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION.

2. UNLESS NOTED OTHERWISE, THE APPROXIMATE DEPTH OF ALL EXISTING WATER MAIN IS ± 4 FEET.

3. UNLESS NOTED OTHERWISE, APPROXIMATE DEPTH OF ALL EXISTING GAS MAIN IS ± 3 FEET.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF THE UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE OF CONSTRUCTION AND IT SHALL BE AT THEIR OWN EXPENSE TO REPAIR OR REPLACE ANYTHING THAT THEY DAMAGE.

5. THE CONTRACTOR SHALL USE PENNDOT NO. 2A COARSE AGGREGATE FOR BACKFILL BENEATH ANY STRUCTURES OR PAVEMENT AREAS, INCLUDING

GRAVEL SURFACES.

CONCRETE NOTES

1. EXPANSION JOINTS (A.K.A. ISOLATION JOINTS) SHALL BE INSTALLED IN CONCRETE CURB AND SIDEWALK AREAS EVERY FORTY FEET (40') OR WHEREVER CONCRETE CURB OR SIDEWALK AREAS ADJOIN STRUCTURES (E.G. CURBS, BUILDINGS, UTILITY POLES, EXISTING SIDEWALKS, ETC.).

2. SEPARATE PAYMENT WILL NOT BE MADE FOR PROVIDING EXPANSION JOINT MATERIAL FOR ALL CONCRETE WORK, BUT THE COST SHALL BE INCLUDED

IN THE VARIOUS ITEMS OF THE PROPOSAL.

3. CONTRACTION JOINTS (A.K.A. CONTROL JOINTS) SHALL BE INSTALLED IN ALL CONCRETE CURB EVERY TEN FEET (10') AND IN SIDEWALK AREAS EVERY EIGHT FEET (8') OR THE WIDTH OF THE SIDEWALK, WHICHEVER IS LESS, EACH WAY. CONTRACTION JOINTS SHALL BE SAWCUT OR HAND GROOVED

INTO CONCRETE WITHIN 12 HOURS OF THE CONCRETE HARDENING.

4. REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. STEEL REINFORCEMENT IN CONCRETE SHALL HAVE A MINIMUM COVER OF THREE INCHES (3”) WHEN CAST AGAINST THE EARTH AND TWO INCHES (2”) WHEN CAST IN REMOVABLE FORMS AND EXPOSED TO THE EARTH OR WEATHER.

5. NO ADDITIONAL WATER SHALL BE ADDED TO CONCRETE.

6. ON FORMED CONCRETE SURFACES, THE CONTRACTOR SHALL CURE FINISHED CONCRETE BY APPLYING TWO (2) COATS OF A WHITE PIGMENTED CURING COMPOUND (ASTM C 309, TYPE 2). THE FIRST COAT SHALL BE APPLIED IMMEDIATLY AFTER STRIPPING THE FORMS. THE SECOND COAT SHALL

BE APPLIED IMMEDIATELY AFTER THE FIRST COAT HAS SET.

7. COLD WEATHER CONCRETE. IN ACCORDANCE WITH ACI 306R-16, THE CONTRACTOR SHALL PROVIDE ADDITIONAL PROTECTION WHEN PLACING

CONCRETE DURING COLD WEATHER, DEFINED AS 40°F OR BELOW:

a. THE CONTRACTOR SHALL ARANGE FOR COLD WEATHER CONCRETE EQUIPMENT AND MATERIALS SUCH AS TARPING OR BLANKETS TO BE AT THE

PROJECT SITE BEFORE COLD WEATHER IS LIKELY TO OCCUR.

b. FROZEN SUBGRADE MUST BE THAWED PRIOR TO THE PLACEMENT OF CONCRETE.

c. CURE AND PROTECT CONCRETE AGAINST DAMAGE FROM FREEZING FOR A MINIMUM PERIOD OF THREE (3) DAYS, UNLESS OTHERWISE SPECIFIED.

THE PROTECTION PERIOD MAY BE REDUCED TO TWO (2) DAYS IF ONE OR MORE OF THE FOLLOWING ARE IMPLEMENTED: (1) TYPE 3 PORTLAND CEMENT MEETING REQUIREMENTS OF ASTM C 150; (2) A STRENGTH ACCELERATING ADMIXTURE MEETING THE REQUIREMENTS OF ASTM C 494;

OR (3) 100 LB/CY OF ADDITIONAL CEMENT.

PAVEMENT NOTES

1. AT THE END OF EACH WORKDAY, THE CONTRACTOR SHALL BACKFILL ANY EXCAVATED AREAS WITHIN ROADWAYS, INSTALL TEMPORARY PAVEMENT RESTORATIONS AND REOPEN ROADWAYS FOR VEHICLE TRAFFIC. THE USE OF COLD PATCH MATERIAL OR STEEL PLATES ON LOCAL STREETS REQUIRES

PRIOR AUTHORIZATION BY THE ENGINEER AND IS PROHIBITED ON STATE HIGHWAYS.

2. THE CONTRACTOR SHALL PAINT EXISTING VERTICAL SURFACES OF CURBS, STRUCTURES, GUTTERS, AND PAVEMENTS THAT WILL BE IN CONTACT WITH ASPHALT MIXTURES WITH A UNIFORM COATING OF EITHER EMULSIFIED ASPHALT, CONSISTING OF PENNDOT MATERIAL CLASS TACK OR HOT ASPHALT BINDER OF THE CLASS AND TYPE AS SPECIFIED IN SECTION 460 OF PENNDOT PUBLICATION 408.

CONTRACT NOTES

1. THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO OF THE PROJECT AREA BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING CONCRETE CURB AND SIDEWALK AREAS NOT SHOWN TO BE REMOVED OR REPLACED. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETE REMOVAL AND REPLACEMENT OF ANY DAMAGED CURB OR SIDEWALK NOT DOCUMENTED PRIOR TO THE START OF CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

3. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER PRIME CONTRACTORS FOR THIS PROJECT, IF APPLICABLE. IN ADDITION, THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH PRIME CONTRACTORS ON OTHER PROJECTS UNDER CONSTRUCTION NEAR THE PROJECT AREA.

ANY COORDINATION ISSUES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THERE WILL NOT BE ANY SEPARATE PAYMENT FOR THIS COORDINATION, BUT THE COST SHOULD BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL.

4. RECONSTRUCTION OF EXISTING MANHOLES AND INLETS, INCLUDING CONCRETE CAPS AND OTHER NECESSARY MODIFICATIONS TO ACCOMMODATE NEW INLET CONSTRUCTION, SHALL BE INCLUDED IN THE UNIT PRICE BID FOR INLETS AND MANHOLES OF THE VARIOUS KINDS.

5. SEPARATE PAYMENT WILL NOT BE MADE FOR SAWCUTTING OF ANY KIND, BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE

PROPOSAL.

6. SEPARATE PAYMENT WILL NOT BE MADE FOR STEEL TREE ROOT PROTECTION PLATES, BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS OF

THE PROPOSAL.

7. SEPARATE PAYMENT WILL NOT BE MADE FOR THE REMOVAL, TEMPORARY STORAGE AND REINSTALLATION OF EXISTING SIGNAGE ALONG THE PROJECT AREA, BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL.

8. SEPARATE PAYMENT WILL NOT BE MADE FOR THE EXCAVATION OF ROCK.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTATION AND PROPER DISPOSAL OF ALL UNUSED MATERIAL EXCAVATED FROM THE PROJECT

SITE. PROPER DISPOSAL SHALL BE IN ACCORDANCE WITH PA DEP REQUIREMENTS.

10. CONTRACTOR SHALL RESTORE ALL EXISTING FEATURES DISTURBED DURING CONSTRUCTION (I.E. MAILBOXES, IRRIGATION SYSTEMS, LANDSCAPING, ETC.). ALL COSTS SHALL BE INCLUDED IN THE PRICE BID FOR SITE CLEARING.

11. THE CONTRACTOR SHALL ANTICIPATE GROUND WATER INFILTRATION INTO ALL OF THE COMBINED SEWER/STORM SEWER PIPES, INLETS AND MANHOLES WHEN PERFORMING THE VARIOUS TASKS ASSOCIATED WITH THIS PROJECT. ALL COSTS ASSOCIATED WITH THE TEMPORARY BYPASS PUMPING AND OR DEWATERING SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.

12. SEPARATE PAYMENT WILL NOT BE MADE FOR EXCAVATION, DEWATERING, FITTINGS, PIPE BEDDING, SHEETING, BRACING, SHORING, INLET CONNECTIONS, TRAPS, AND SUITABLE BACKFILL MATERIAL INVOLVED IN ALL PIPE AND ASSOCIATED STRUCTURES REMOVAL, RECONSTRUCTION AND INSTALLATION, BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL REGARDLESS OF DEPTH.

SITE SAFETY, CLEANLINESS & RESTORATION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY ON THE PROJECT SITE AND FOR FOLLOWING ALL OSHA AND LOCAL SAFETY STANDARDS.

2. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS SECURE AT THE END OF EACH WORKDAY. ALL EQUIPMENT AND MATERIALS SHOULD BE STORED NEATLY AND SECURELY. EXCAVATED AREAS SHALL BE BACKFILLED OR SECURED TO PREVENT ANY FALL HAZARD.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING PAVED SURFACES, INCLUDING SIDEWALKS, FREE AND CLEAR OF SEDIMENT AND IN A BROOM SWEPT CONDITION WHEN OPEN TO PUBLIC USE. AT A MINIMUM, THE CONTRACTOR SHALL CLEAN PAVED SURFACES AT THE END OF EACH WORKDAY

AND WHEN DIRECTED BY THE ENGINEER.

4. THE ALL VEGETATED AREAS DISTRIBUTED DURING CONSTRUCTION SHALL BE TOPSOILED, SEEDED, FERTILIZED AND COVERED WITH STRAW MULCH.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND/OR RE-SEEDING AS NECESSARY TO ENSURE VEGETATIVE STABILIZATION.

5. ALL PAVED AND CONCRETE AREAS EXCAVATED OR DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITION AT LEAST EQUAL

TO THAT WHICH EXISTED PRIOR TO THE START OF CONSTRUCTION.

6. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL PERFORM FINAL CLEANING. FINAL CLEANING SHALL INCLUDE REMOVAL AND PROPER DISPOSAL OF ALL EXCESS CONSTRUCTION MATERIALS AND DEBRIS AS WELL AS CLEANING ALL PAVED SURFACES.

06/16/2026

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

of 02-10-2026

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WEB ADDRESS : RVE.COM

(267) 394-4500

LOWER MAKEFIELD CORPORATE

YARDLEY, PA 19067

REMINGTON

& VERNICK

ENGINEERS

1010 STONY HILL ROAD, SUITE 175

CENTER NORTH CAMPUS

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AutoCAD SHX Text NOTES: 1. RAMP LIMITS WILL BE MARKED OUT BY TOWNSHIP ENGINEER PRIOR TO DEMOLITION. RAMP LIMITS WILL BE MARKED OUT BY TOWNSHIP ENGINEER PRIOR TO DEMOLITION. 2. WATER VALVES AND MANHOLE LIDS MUST BE FLUSH WITH CONCRETE WHEN RE-SET. WATER VALVES AND MANHOLE LIDS MUST BE FLUSH WITH CONCRETE WHEN RE-SET. 3. THERE SHALL BE NO MORE THAN ONE (1) WEEK DURATION BETWEEN DEMOLITION AND POURING OF NEW CONCRETE THERE SHALL BE NO MORE THAN ONE (1) WEEK DURATION BETWEEN DEMOLITION AND POURING OF NEW CONCRETE AT EACH LOCATION. 4. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL ADA CURB RAMPS ARE CONSTRUCTED TO BE IN COMPLIANCE WITH CONTRACTOR IS RESPONSIBLE TO ENSURE ALL ADA CURB RAMPS ARE CONSTRUCTED TO BE IN COMPLIANCE WITH PENNDOT STANDARDS AND THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 5. ALL DWS MATS ARE TO BE 5'X2' UNLESS OTHERWISE NOTED. ALL ADA CURB RAMP WINGS ARE TO BE 2' UNLESS ALL DWS MATS ARE TO BE 5'X2' UNLESS OTHERWISE NOTED. ALL ADA CURB RAMP WINGS ARE TO BE 2' UNLESS OTHERWISE NOTED, OR IF PENNDOT RAMP TYPES CALL FOR LONGER WINGS. 6. CONTRACTOR TO MAINTAIN ACCESS TO BUILDING AT ALL TIMES. CONTRACTOR TO MAINTAIN ACCESS TO BUILDING AT ALL TIMES. 7. ALL REPLACED SIDEWALK IS TO MATCH EXISTING CURB GRADES.ALL REPLACED SIDEWALK IS TO MATCH EXISTING CURB GRADES.

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

of 02-10-2026

PA090665T001

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WEB ADDRESS : RVE.COM

(267) 394-4500

LOWER MAKEFIELD CORPORATE

YARDLEY, PA 19067

REMINGTON

& VERNICK

ENGINEERS

1010 STONY HILL ROAD, SUITE 175

CENTER NORTH CAMPUS

· Excellence Innovation Service·

06/16/2026

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TRUNCATED

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DOME DIMENSIONS

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DIM

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MIN

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MAX

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THE C DIMENSION IS 50% TO

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65% OF THE D DIMENSION.

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PLAN

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SECTION C-C

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CONSTRUCTION JOINTS ARE SHOWN TO

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DEPICT THE 90 DEGREE GRID. ACTUAL SIZE

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AND SHAPE MAY VARY.

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ONE CORNER OF THE DWS MUST BE WITHIN 8"

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OF THE FACE OF CURB. NO OTHER POINT ON

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THE LEADING EDGE OF THE DWS MAY BE MORE

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THAN 60" FROM THE FACE OF CURB.

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5.1 MM

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1. ALL DETECTABLE WARNING SURFACES INSTALLED ON NEW CURB RAMPS SHALL BE BRICK RED (FEDERAL COLOR NO. 22144). POLYMER COMPOSITE CAST-IN-PLACE DETECTABLE/TACTILE WARNING SURFACE TILES BY "ARMOR-TILE" AS MANUFACTURED BY ENGINEERED PLASTICS INC., OR APPROVED EQUAL. 2. ALL CURB RAMP CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARD DETAIL RC-67M. 3. DEPRESSED CURBS SHALL BE SLOPED AT 3/8" PER FOOT TOWARD THE STREET.

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NOTES:

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%%UDETECTABLE WARNING SURFACE (DWS)

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%%UTRUNCATED DOME DETAILS

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MAX SLOPE

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NON-WALK

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SURFACE

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NON-WALK

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SURFACE

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ROUNDED CONCRETE SURFACE

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DETECTABLE WARNING

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SURFACE (TYP)

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AutoCAD SHX Text 8.33%

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RAMP WIDTH 4'-0" MIN

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8" (TYP)

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DEPRESSED

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CURB

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PLAIN CEMENT CONCRETE

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SIDEWALK WIDTH 4'-0" MIN

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SLOPE: ZERO 2.00%

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24" TYP 12" MIN

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%%UALTERNATE TYPE 4A

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%%UCURB RAMP (PERPENDICULAR)

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AutoCAD SHX Text CURB RAMP WIDTH IS EQUAL TO SIDEWALK WIDTH WHEN THE SIDEWALK WIDTH IS GREATER THAN OR EQUAL TO 4'-0".

AutoCAD SHX Text CURB RAMPS REQUIRE A 4'-0" MINIMUM LANDING WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

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SLOPE: ZERO - 2.00%

AutoCAD SHX Text CURB RAMP WIDTH IS EQUAL TO SIDEWALK WIDTH WHEN THE SIDEWALK WIDTH IS GREATER THAN OR EQUAL TO 4'-0".

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8.33% MAX RAMP SLOPE

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SIDE FLARES 10.00% MAX SLOPE

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PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF

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PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694 AND 695.

AutoCAD SHX Text PROVIDE EXPANSION JOINT MATERIAL " THICK WHERE CURB RAMP12" THICK WHERE CURB RAMP

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ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF

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JOINT FILLER FLUSH WITH ADJACENT CONCRETE SURFACE.

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SEAL JOINTS WITH AN APPROVED SEALING MATERIAL.

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PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING

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TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL

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WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS.

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MODIFY CONSTRUCTION DETAILS TO ADAPT DIMENSIONS TO EXISTING

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CURB ALTERATIONS WHERE THE CURB IS LESS THAN THE STANDARD

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8" HEIGHT.

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CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON

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CURB HEIGHT AND THE SIDEWALK SLOPE.

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IT MAY BE NECESSARY TO LIMIT THE RUN OF A PARALLEL OR PERPENDICULAR RAMP

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IN ORDER TO AVOID CHASING GRADE INDEFINITELY. RAMP LENGTH NOT TO EXCEED

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15'-0", ADJUST RAMP SLOPE AS NEEDED.

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MEASURE AND PAY FOR DEPRESSED CURB IN ACCORDANCE WITH SECTION 630.4.

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WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB

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RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL ROUNDED

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SHAPE RATHER THAN AN ABRUPT ANGLE. ENSURE CONSTRUCTION IS WITHIN

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MAXIMUM SLOPE.

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CONSTRUCT BUILT-UP CURB RAMP OF BITUMINOUS MATERIAL AS INDICATED,

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INCLUDING SURFACE PREPARATION AND TACK COAT, AS REQUIRED.

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ALIGN DETECTABLE WARNING DOMES ON A SQUARE GRID IN THE PREDOMINANT

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DIRECTION OF PEDESTRIAN TRAVEL.

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PROVIDE DETECTABLE WARNING SURFACES THAT CONTRAST VISUALLY

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WITH ADJACENT WALKWAY SURFACES, EITHER LIGHT-ON-DARK OR

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DARK-ON-LIGHT FOR THE FULL WIDTH OF RAMP.

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CONSTRUCT RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. THE SLOPES

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INDICATED IN THE DETAILS SHOW THE MAX SLOPE ALLOWABLE. IT IS STRONGLY

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RECOMMENDED TO USE THE FOLLOWING SLOPES TO ALLOW FOR CONSTRUCTION

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TOLERANCES.

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NOWHERE SHALL THE CROSS SLOPE OF THE RAMPS ACCESIBLE ROUTE EXCEED 2%.

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ADA CURB RAMP NOTES

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SUBBASE FOR ADA CURB RAMPS SHALL BE AASHTO #57 STONE.

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%%UPLAIN CEMENT CONCRETE

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%%UNOTES:

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CONTRACTION JOINT

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%%UTYPICAL CROSS SECTION

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1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PENNDOT PUBLICATION PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PENNDOT PUBLICATION 408, SECTIONS 630 FOR PLAIN CEMENT CONCRETE CURB AND DEPRESSED CURB, SECTION 640 FOR PLAIN CEMENT CONCRETE GUTTER AND SECTION 641 FOR PLAIN CEMENT CONCRETE CURB GUTTER. 2. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS.(50' MAX. PREMOLDED 30' MAX. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS.(50' MAX. PREMOLDED 30' MAX. EXTRUDED) 3. PLACE (3/4") THICK PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT PLACE (3/4") THICK PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT (3/4") THICK PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT THICK PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS SECTIONAL AREA OF CURB. 4. SEE RC-50M FOR PLAIN CEMENT CONCRETE CURB SLOPED TOP TREATMENT AT END OF SEE RC-50M FOR PLAIN CEMENT CONCRETE CURB SLOPED TOP TREATMENT AT END OF STRUCTURES. 5. WHERE CURBS ARE INSTALLED ADJACENT TO PARKING LANES A (6") HIGH CURB CAN BE WHERE CURBS ARE INSTALLED ADJACENT TO PARKING LANES A (6") HIGH CURB CAN BE UTILIZED WITH APPROVAL FROM THE LOCAL MUNICIPALITY. 6. CURB SHALL BE DOWEL PINNED INTO INLETS. 7. SPRAY CURE OR COVER IMMEDIATELY UPON FINISHING.

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CLASS AA CONCRETE (3,750 PSI)

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14" RADIUS

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3/4" RADIUS

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CONTRACTION JOINT SPACING

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%%UCURB

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COMPACTED SUBGRADE

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CONCRETE CURB ROADWAY RESTORATION DETAIL

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6" SUBBASE - NO. 2A

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COARSE AGGREGATE

AutoCAD SHX Text SUPERPAVE ASPHALT WEARING COURSE, 9.5 MM, PG 64S-22, 0.3 TO 3 MILLION ESALS, SRL-H, 1.5" THICK

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18" MIN.

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6" REVEAL, OR MATCH EXISTING

AutoCAD SHX Text SUPERPAVE ASPHALT BASE COURSE, 25 MM, PG 64S-22, 0.3 TO 3 MILLION ESALS, 4" THICK

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5' OR MATCH EXISTING

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PENNDOT CLASS S

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CONCRETE

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AASHTO #57 STONE SUBBASE 6" DEPTH

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(SEE PLAN)

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%%UCEMENT CONCRETE SIDEWALK

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NOTE:

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1/4" PER FOOT

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TOWARD ROAD OR PARKING AREA

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COMPACTED SUBGRADE

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1. ALL CONCRETE IS TO BE PENNDOT CLASS S. ALL CONCRETE IS TO BE PENNDOT CLASS S. 2. CONCRETE SIDEWALK SHALL BE SLOPED 1/4" PER FOOT TOWARDS CONCRETE SIDEWALK SHALL BE SLOPED 1/4" PER FOOT TOWARDS THE STREET. 3. DEPRESSED CURB SHALL BE SLOPED 3/8" PER FOOT TOWARDS THE DEPRESSED CURB SHALL BE SLOPED 3/8" PER FOOT TOWARDS THE STREET. 4. SUITABLE PROTECTION & CURING SHALL BE PER PENNDOT PUB. 408, SUITABLE PROTECTION & CURING SHALL BE PER PENNDOT PUB. 408, SECTION 711.1. 5. ALL EDGES TO BE ROUNDED WITH A 1/4" TOOL. ALL EDGES TO BE ROUNDED WITH A 1/4" TOOL. 6. ALL CONCRETE TO BE PROPERLY CURED. SPRAY CURE SHALL BE AASHTO MI48 TYPE 2, WHITE PIGMENTED. 7. CURB FORMS SHALL BE METAL. 8. SIDEWALK FORMS SHALL BE METAL OR 2"x6" WOOD.

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4" TOPSOIL

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SEEDING (PENNDOT FORMULA B) AND SOIL SUPPLEMENT

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STRAW MULCH

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SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS.

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NOTES

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AutoCAD SHX Text SEE RC-50M FOR PLAIN CEMENT CONCRETE CURB SLOPED TOP TREATMENT AT END OF STRUCTURES.

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AutoCAD SHX Text PLACE 3/4" THICK PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS SECTIONAL AREA OF CURB.

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ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.

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AutoCAD SHX Text PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTION 630 FOR PLAIN CEMENT CONCRETE CURB AND DEPRESSED CURB, SECTION 640 FOR PLAIN CEMENT CONCRETE GUTTER AND SECTION 641 FOR PLAIN CEMENT CONCRETE CURB GUTTER.

AutoCAD SHX Text WHERE CURBS ARE INSTALLED ADJACENT TO PARKING LANES A 6" HIGH CURB CAN BE UTILIZED WITH APPROVAL FROM THE LOCAL MUNICIPALITY.

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ROADWAY SURFACE

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SURFACE OF CURB RAMP FLUSH WITH ROADWAY SURFACE

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6" AGGREGATE SUBBASE

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DETECTABLE WARNING SURFACE EMBEDDING DETAIL

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DETECTABLE WARNING SURFACE THICKNESS

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SEE NOTE BELOW

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4" CONCRETE SIDEWALK

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PLAIN CEMENT CONCRETE DEPRESSED CURB

AutoCAD SHX Text NOTE: CONSTRUCT NOTCH AS SHOWN TO PROVIDE FULL THICKNESS SIDEWALK UNDER DETECTABLE WARNING SURFACE.

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SLOPE OF DWS TO MATCH THE SLOPE OF CURB RAMP OR LANDING

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EXPANSION JOINT

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LIMIT OF WORK AT EDGE OF PROPOSED SIDEWALK

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PROPOSED SIDEWALK

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EXISTING SIDEWALK

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EX SLOPE: VARIES

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SLOPE TRANSITION *

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WIDTH

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TRANSITION

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TAPER SIDEWALK

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AT A 2:1 RATE

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PLAIN CEMENT CONCRETE CURB

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SIDEWALK WIDTH (4'-0") MIN

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EXISTING WIDTH VARIES

AutoCAD SHX Text NOTE: 1. MINIMUM SLOPE TRANSITION LENGTH BASED ON THE DIFFERENCE OF PROPOSED SIDEWALK CROSS SLOPE AND EXISTING SIDEWALK CROSS SLOPE AT THE LOCATION OF TIE IN. THIS MINIMUM LENGTH TO BE DETERMINED BY THE FOLLOWING FORMULA: DELTA % SLOPE X 150 (0.5'). 2. THE MINIMUM WIDTH TRANSITION SHALL BE CALCULATED USING THE FOLLOWING FORMULA: CHANGE IN WIDTH X (2). 3. DEPENDING ON WHICH IS LONGEST, EITHER THE SLOPE TRANSITION OR WIDTH TRANSITION WILL CONTROL THE LENGTH OF SIDEWALK TRANSITION. 4. TRANSITION AREAS SERVE AS TEMPORARY CONNECTIONS OF THE PEDESTRIAN ACCESS ROUTE. FUTURE IMPROVEMENTS TO THE REMAINING PORTION OF EXISTING SIDEWALK SHALL INCLUDE REMOVING THE TRANSITION AREA AND CONSTRUCTING A FULLY COMPLIANT SIDEWALK.

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ROADWAY

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SLOPE: 2.00% MAX

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RIGHT-OF-WAY LINE

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%%UTRANSITION TO EXISTING

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%%USIDEWALK DETAIL

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VARIES

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SIDEWALK/CURB RAMP SURFACE

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PLAIN CEMENT CONCRETE CURB

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TOPSOILING, FERTILIZING & SEEDING

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%%UCHEEK WALL DETAIL

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS " WIDE SHALL BE INSTALLED IN THE EXPANSION JOINTS " WIDE SHALL BE INSTALLED IN THE 12" WIDE SHALL BE INSTALLED IN THE CURB 10' APART AND FILLED WITH CELLULAR COMPRESSION MATERIAL AS SPECIFIED, AND RECESSED " FROM FACE AND 14" FROM FACE AND TOP OF CURB. EXPANSION JOINTS TO BE INCLUDED IN PRICE BID FOR 6"x18" CONCRETE CHEEK WALL.

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DETECTABLE WARNING SURFACE (TYP)

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NON-WALK SURFACE

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SIDEWALK AREA

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LANDING WIDTH 1525 (5'-0") MIN

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PLAIN CEMENT CONCRETE DEPRESSED CURB

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SIDEWALK WIDTH 1525 (5'-0") MIN

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PLAIN CEMENT CONCRETE CURB CHEEK WALL (IF NECESSARY)

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PEDESTRIAN PUSHBUTTON (WHERE APPLICABLE)

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GRADE GRASS AREAS AT 3:1 OR FLATTER.

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CHRISTOPHER

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JOSEPH

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FAZIO

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE-0055338-E

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SEED TYPE

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DESCRIPTION,

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FORMULA,

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