PROJECT LOCATION MAP

FRONT STREET STORMWATER

IMPROVEMENTS

BOROUGH OF CATASAUQUA

LEHIGH COUNTY, PENNSYLVANIA

SITE

PA SMALL WATER AND SEWER

GRANT

FUNDING SOURCE:

MAY 2026 1

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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-075407

VANESSA NEDRICK

DATE:

WEB ADDRESS : RVE.COM

600 W. HAMILTON STREET

ALLENTOWN, PA 18101

REMINGTON

& VERNICK

ENGINEERS

· Excellence Innovation Service·

(610) 894-6013

SUITE 320

JB AS VN

of 3-9-2026

PA390093T008

AS NOTED

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LIST OF UTILITIES AND

EMERGENCY CONTACT INFORMATION

BOROUGH

WATER:

SEWER:

FIRE

DEPARTMENT:

POLICE

DEPARTMENT:

ELECTRIC:

CABLE:

GAS:

CATASAUQUA FIRE DEPARTMENT

90 BRIDGE STREET

CATASAUQUA, PA 18032

NON EMERGENCIES: 610-264-2121

EMERGENCIES: DIAL 911

POLICE DEPARTMENT OF THE CATASAUQUA BOROUGH

90 BRIDGE STREET

CATASAUQUA, PA 18032

NON EMERGENCIES: 610-264-0577

EMERGENCIES: DIAL 911

SERVICE ELECTRIC CABLE TV INC

2260 AVENUE A

LVIP 1

BETHLEHEM, PA 18017

RICH PERICH

RPERICH@SECTV.COM

BUCKEYE PARTNERS

DAVE JONES

FIVE TEK PARK

9999 HAMILTON BLVD

BREINIGSVILLE, PA 18031

(DAJONES@BUCKEYE.COM)

BOROUGH OF CATASAUQUA

90 BRIDGE STREET

CATASAUQUA, PA 18032

(610) 264-0571

GAS:

BOROUGH OF CATASAUQUA

90 BRIDGE STREET

CATASAUQUA, PA 18032

JEFF MACHOSE

WATER@CATASAUQUA.ORG

610-264-0571

PPL UTILITIES

503 NEW MARKET ST

WILKES BARRE, PA 18702

MARK SANTAYANA

MCSANTAYANA@PPLWEB.COM

UGI UTILITIES, INC.

2121 CITY LINE RD

BETHLEHEM, PA 18017

TAREK SAYEGH

TSAYEGH1@UGI.COM

TELEPHONE:

VERIZON

DARLINE LEPPERD JOHNSON

1050 VIRGINIA DR

FORT WASHINGTON, PA 19034

BOROUGH OF CATASAUQUA

90 BRIDGE STREET

CATASAUQUA, PA 18032

(610) 264-0571

STEVE TRAVERS

TELEPHONE:

RCN TELECOM SERVICES INC

5508 NOR BATH BLVD

NORTH HAMPTON, PA 18067

MIKE BOZILESKY

MICHAEL.BOZILESKY@RCN.NET

LIB

ERTY

STR

EET

FRONT STREET

SHEET INDEX

SHEET NUMBER DESCRIPTION

1 TITLE SHEET

2 LEGEND

3 GENERAL NOTES & QUANTITIES

4 EXISTING CONDITIONS

5 SITE PLAN

6 SITE PLAN - ALTERNATES NO. 1 & 2

7 PROFILE FRONT STREET

8 PROFILE LIBERTY STREET

9 EROSION & SEDIMENT CONTROL PLAN

10 EROSION & SEDIEMENT CONTROL NOTES

11 CONSTRUCTION DETAILS

12 CONSTRUCTION DETAILS (2)

13 EROSION & SEDIMENT CONTROL DETAILS

14 MAINTENANCE & PROTECTION OF TRAFFIC

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SCALE: 1" = 100'

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NAD-1983

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REGISTERED

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PROFESSIONAL

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PE-075407

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ENGINEER

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VANESSA NEDRICK

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

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

INLET TYPE M

INLET TYPE C

INLET TYPE DOUBLE M

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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-075407

VANESSA NEDRICK

DATE:

WEB ADDRESS : RVE.COM

600 W. HAMILTON STREET

ALLENTOWN, PA 18101

REMINGTON

& VERNICK

ENGINEERS

· Excellence Innovation Service·

(610) 894-6013

SUITE 320

JB AS VN

of 3-9-2026

PA390093T008

AS NOTED

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NOTE: ALL SYMBOLS MAY NOT BE USED

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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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ABBREVIATIONS

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SAN. MH. RIM=61.00 INV.=50.50(W) INV.=50.40(E)

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18" PVC

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TC5.45 GL4.95

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PE-075407

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ENGINEER

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SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

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-075407

VANESSA NEDRICK

DATE:

WEB ADDRESS : RVE.COM

600 W. HAMILTON STREET

ALLENTOWN, PA 18101

REMINGTON

& VERNICK

ENGINEERS

· Excellence Innovation Service·

(610) 894-6013

SUITE 320

JB AS VN

of 3-9-2026

PA390093T008

AS NOTED

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PROJECT INFORMATION

1. OVERALL TRACT AREA: 2,815 SF

2. PROPERTY OWNER(S): CATASAUQUA BOROUGH

3. THE PURPOSE OF THIS PROJECT IS TO IMPROVE STORMWATER INFRASTRUCTURE WITHIN THE BOROUGH.

EXISTING CONDITIONS & SURVEY NOTES

1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLAN COORDINATE SYSTEM (SOUTH ZONE / NAD-1983) AND THE VERTICAL DATUM IS BASED ON

NAVD-1988 (ADD 0.97 FEET TOCONVERT TO NGVD-1929 DATUM).

2. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & VERNICK ENGINEERS UNDER THE SUPERVISION OF BRIAN T. YORKIEWICZ, PA. P.L.S. NO.

SU-075193. THE SURVEY WORK WAS COMPLETED ON 3/2/2026.

3. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AS PER THE CURRENT PARCEL MAPS & TAX ASSESSMENT RECORDS OF THE COUNTY OF LEHIGH, COMMONWEALTH OF PENNSYLVANIA. ADJOINER PROPERTY LINES AND RIGHT-OF-WAYS ARE SHOWN FOR INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED.

4. 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 20261042930.

5. 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.

6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 42077C0163F, EFFECTIVE 7/16/2004, THE PROPERTY IS NOT LOCATED WITHIN A SECIAL FLOOD

HAZARD AREA (SFHA).

7. BASELINES HAVE BEEN PROVIDED ON THE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE BASELINE AS SHOWN ON THE PLANS.

8. 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.

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.

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. CONTRACTORS PERFORMING EXCAVATION WORK MUST FOLLOW REQUIREMENTS OF THE REQUIREMENTS SET FORTH IN PA ACT 287 OF 1974, AS AMENDED BY ACT 50

OF 2017, LATEST REVISION, INCLUDING PARTICIPATING IN A PRE-CONSTRUCTION MEETING.

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

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

5. 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.

6. EXISTING SANITARY SEWER MAINS & LATERALS SHOWN MAY NOT BE ACCURATE DUE TO INCOMPLETE UTILITY INFORMATION. CONTRACTOR IS RESPONSIBLE FOR

LOCATING, CLEANING, JETTING, AND VACUUMING ALL EXISTING SANITARY SEWER LINES, INLET AND MANHOLE STRUCTURES. EXISTING CLEANOUTS AND SERVICE LATERALS SHALL BE REPLACED AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL PREPARE SUBMITTAL UPON PROPER FIELD LOCATION AND INVERT VERIFICATION

SHOWING REVISED SEWER LAYOUT IF APPLICABLE.

7. THE LIMIT OF DISTURBANCE FOR ANY UTILITY TRENCH WITHIN AN EXISTING ASPHALT ROADWAY SHALL BE LIMITED TO THE OUTSIDE DIAMETER OF THE UTILITY PLUS

TWO FEET (O.D. + 2').

8. THE LAY DOWN AREA FOR THE EXCAVATED MATERIAL SHALL BE IMMEDIATELY ADJACENT TO THE UTILITY TRENCH AND SHALL BE ISOLATED TO THE EXISTING ASPHALT

ROADWAY SURFACE.

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

10. THE CONTRACTOR MAY USE EXCAVATED MATERIALS FOR BACKFILL IN UNPAVED AREAS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

11. FOR ALL NEW WATER MAINS, THE MINIMUM PIPE COVER SHALL BE THREE AND A HALF FEET (3.5').

12. FOR ALL WATER MAIN CROSSINGS OF SANITARY MAINS, THE MINIMUM VERTICAL CLEARANCE SHALL BE ONE AND A HALF FEET (1.5').

13. FOR ALL UTILITY CROSSINGS, THE MINIMUM UNSUPPORTED VERTICAL CLEARANCE SHALL BE ONE AND A HALF FEET (1.5'). UTILITY CROSSINGS WITH MINIMUM

VERTICAL CLEARANCES LESS THAN 1.5' REQUIRE ADEQUATE SUPPORT AND APPROVAL OF THE ENGINEER.

14. ALL UTILITY CROSSINGS/OFFSETS SHALL INCLUDE COMPACTED STABILIZATION MATERIAL FOR FULL LENGTH OF CROSSING.

CONCRETE NOTES

1. UNLESS OTHERWISE NOTED, ALL CONCRETE SIDEWALK SHALL BE FIVE FEET (5') WIDE.

2. UNLESS OTHERWISE NOTED, ALL CONCRETE CURB RADII SHALL BE FIVE FEET (5').

3. 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.).

4. 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.

5. 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.

6. 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.

7. NO ADDITIONAL WATER SHALL BE ADDED TO CONCRETE.

8. 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.

9. 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 INVENTORY ALL EXISTING PAVEMENT STRIPING AND MARKINGS PRIOR TO MILLING.

3. THE CONTRACTOR SHALL REMOVE ANY TEMPORARY PAVEMENT RESTORATIONS AND INSTALL PERMANENT PAVEMENT RESTORATIONS FOR ALL EXCAVATED AREAS

PRIOR TO BEGINNING SAWCUTTING OR MILLING FOR PAVEMENT RESURFACING WORK.

4. THE CONTRACTOR SHALL VERIFY THE LIMITS OF PAVEMENT RESURFACING OR RECONSTRUCTION WORK WITH THE ENGINEER PRIOR BEGINNING TO ASSOCIATED

SAWCUTTING OR MILLING.

5. THE CONTRACTOR SHALL SAWCUT CLEAN JOINTS THROUGH EXISTING ASPHALT PAVEMENT TO FACILIATE NEW BUTT JOINTS. THE CONTRACTOR SHALL MILL AN

EIGHTEEN INCHES (18”) WIDTH OF THE EXISTING PAVEMENT BEYOND THE JOINT TO PROVIDE AN OVERLAP OF NEW SURFACE COURSE ASPHALT PAVEMENT OVER

EXISTING ASPHALT PAVEMENT.

6. AFTER MILLING ASPHALT PAVEMENT SURFACES, THE CONTRACTOR SHALL PROVIDE A FULLY LOADED TRI-AXLE DUMP TRUCK AND PERFORM A PROOF ROLL OF MILLED SURFACES WITH THE ENGINEER TO DETERMINE AREAS FOR BASE REPAIR. BASE REPAIRS SHALL BE PERFORMED PRIOR TO INSTALLING SCRATCH, LEVELING OR

WEARING COURSES.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLES, UTILITY COVERS AND VALVE BOXES TO AN ELEVATION FIVE-EIGHTHS OF AN INCH (5/8”) BELOW THE

PROPOSED PAVEMENT SURFACE.

8. 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.

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PE-075407

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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-075407

VANESSA NEDRICK

DATE:

WEB ADDRESS : RVE.COM

600 W. HAMILTON STREET

ALLENTOWN, PA 18101

REMINGTON

& VERNICK

ENGINEERS

· Excellence Innovation Service·

(610) 894-6013

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EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

BRICK SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text U/P#63035

AutoCAD SHX Text U/P#63045

AutoCAD SHX Text U/P#63036

AutoCAD SHX Text U/P#586

AutoCAD SHX Text U/P#63039

AutoCAD SHX Text

FRONT STREET

AutoCAD SHX Text

CHESTNUT STREET

AutoCAD SHX Text

RAILROAD STREET

AutoCAD SHX Text

LIBERTY STREET

AutoCAD SHX Text MAG NAIL (SET) STA. 10+00.00 & STA 20+00.00 N 489880.71 E 2598776.96 ELEV.= 290.49

AutoCAD SHX Text

BM

AutoCAD SHX Text

AutoCAD SHX Text

MAG NAIL (SET) STA. 22+31.24 N 490055.29 E 2598928.57 ELEV.= 313.62

AutoCAD SHX Text

BM

AutoCAD SHX Text

AutoCAD SHX Text

MAG NAIL (SET) STA. 13+00.35 N 489682.57 E 2599002.69 ELEV.= 290.94

AutoCAD SHX Text

SPRING STREET

AutoCAD SHX Text

EX. STORM MH. RIM = 289.34 INV = 286.04 (TOP PIPE) INV(NE)= 284.94

AutoCAD SHX Text

EX. C INLET TC = 289.75 GL = 289.10 INV = 285.40

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

(SW)

AutoCAD SHX Text

(NE)

AutoCAD SHX Text

18" PIPE

AutoCAD SHX Text

18" PIPE

AutoCAD SHX Text

18" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text

10"TREE

AutoCAD SHX Text

12"TREE

AutoCAD SHX Text

20"TREE

AutoCAD SHX Text

10"TREE

AutoCAD SHX Text EX. C INLET TC = 290.09 GL = 289.15 INV(SE)= 285.55 INV(NW)= 285.37 INV(SW)= 285.25

AutoCAD SHX Text

(SW)

AutoCAD SHX Text

EX. SANITARY MH. RIM = 289.68 INV(SE)= 281.83 INV(NW)= 279.43 INV(SW)= 279.35

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

(SW)

AutoCAD SHX Text

EX. C INLET TC = 290.59 GL = 289.60 INV(E)= 286.80 INV(NW)= 286.75

AutoCAD SHX Text

EX. C INLET GL = 290.42 INV = 288.06

AutoCAD SHX Text

EX. C INLET TC = 291.29 GL = 290.45 INV(SE)= 287.65 INV(W)= 287.57

AutoCAD SHX Text

(NW)

AutoCAD SHX Text (E)

AutoCAD SHX Text (W)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

EX. SANITARY MH. RIM = 290.40 INV(SE)= 282.76 INV(NW)= 282.60

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

GRAVEL LOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRICK SWK.

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. M INLET GR = 289.88 INV(N)= 287.93 INV(SE)= 287.53

AutoCAD SHX Text

EX. SANITARY MH. RIM = 313.02 INV(NW)= 305.27 INV(NE)= 305.12 INV(SE)= 305.09

AutoCAD SHX Text

(NE)

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. HEDGE

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. 5' C.L. FNC.

AutoCAD SHX Text

EX. WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. 4' C.L. FENCE

AutoCAD SHX Text

BIT. DWY.

AutoCAD SHX Text

EX. WALL

AutoCAD SHX Text

EX. FNC.

AutoCAD SHX Text

24" PIPE

AutoCAD SHX Text

BILCO DOORS

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

ONE WAY SIGN

AutoCAD SHX Text

NO PARKING SIGN

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

ONE WAY SIGN

AutoCAD SHX Text

EX. 3' C.L. FENCE

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

CURB

AutoCAD SHX Text

COMM. LINE 6 TCM (UNKWN COV.)

AutoCAD SHX Text

2PE IN 8 CI GAS (UNKWN COV.)

AutoCAD SHX Text

6ST GAS (UNKWN COV.)

AutoCAD SHX Text

4ST GAS (UNKWN COV.)

AutoCAD SHX Text

EX. GAS (UNKWN COV.)

AutoCAD SHX Text

EX. GAS (UNKWN COV.)

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

SURVEY SPIKE

AutoCAD SHX Text

EX. 4" WATER (APPROX. LOC.)

AutoCAD SHX Text

EX. 4" WATER (APPROX. LOC.)

AutoCAD SHX Text

EX. 6" WATER (APPROX. LOC.)

AutoCAD SHX Text

EX. 6" WATER (APPROX. LOC.)

AutoCAD SHX Text

TEST PIT TO VERIFY EXISTING GAS AND WATER MAIN ELEVATIONS

AutoCAD SHX Text NOTES: 1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD-1983 / 2011 ADJ.) AND THE VERTICAL DATUM IS BASED ON NAVD-1988 / GEOID 2018 DATUM IS BASED ON NAVD-1988 / GEOID 2018 (ADD 0.71 FEET TO THESE ELEVATIONS TO CONVERT TO NGVD-1929 DATUM). 2. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS BASED ON THE CURRENT TAX MAPS OF THE BOROUGH OF CATASAUQUA, LEHIGH COUNTY, PENNSYLVANIA. ADJOINING PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED. 3. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & VERNICK ENGINEERS UNDER THE SUPERVISION OF BRIAN T. YORKIEWICZ, PA. P.L.S. LICENSE NO. SU-075193. THE SURVEY WORK WAS COMPLETED ON MARCH 2, 2026. 4. THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH HORIZONTAL AND VERTICAL OF ANY UNDERGROUND UTILITY OR STRUCTURE THAT WAS NOT EXPOSED FOR DIRECT MEASUREMENT.

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

PE-075407

AutoCAD SHX Text C

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AutoCAD SHX Text M

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AutoCAD SHX Text W

AutoCAD SHX Text E

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AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

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AutoCAD SHX Text F

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AutoCAD SHX Text N

AutoCAD SHX Text S

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AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEER

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VANESSA NEDRICK

AutoCAD SHX Text

PA.S.P.C.S. (SOUTH) (NAD83/2011 ADJ.)

AutoCAD SHX Text

LIBERTY STREET

FRONT STREET

SI

TE

P

LA

N

SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

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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-075407

VANESSA NEDRICK

DATE:

WEB ADDRESS : RVE.COM

600 W. HAMILTON STREET

ALLENTOWN, PA 18101

REMINGTON

& VERNICK

ENGINEERS

· Excellence Innovation Service·

(610) 894-6013

SUITE 320

JB AS VN

of 3-9-2026

PA390093T008

AS NOTED

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0 20' 40'

1 INCH =

GRAPHIC SCALE

20 FT.

60'

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text U/P#63026

AutoCAD SHX Text

WOOD FNC.

AutoCAD SHX Text

BM

AutoCAD SHX Text

AutoCAD SHX Text

EX. SANITARY MH. RIM = 290.47 INV(NW)= 279.89 INV(SE)= 279.82

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

15"TREE

AutoCAD SHX Text

12"TREE

AutoCAD SHX Text

24" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

18" PIPE

AutoCAD SHX Text

(SE)

AutoCAD SHX Text (N)

AutoCAD SHX Text (S)

AutoCAD SHX Text (N)

AutoCAD SHX Text (S)

AutoCAD SHX Text

EX. FNC.

AutoCAD SHX Text

R.R. TIES

AutoCAD SHX Text

EX. C INLET TC = 291.76 GL = 291.07 INV(N)= 289.12 INV(S)= 289.04

AutoCAD SHX Text

EX. C INLET GL = 292.23 INV = 289.85

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text 15"

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG. F.F. 290.56

AutoCAD SHX Text

EX. BLDG. F.F. 290.68

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

EX. BLDG.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

BRICK SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text U/P#63035

AutoCAD SHX Text U/P#63045

AutoCAD SHX Text U/P#63036

AutoCAD SHX Text U/P#586

AutoCAD SHX Text U/P#63039

AutoCAD SHX Text

FRONT STREET

AutoCAD SHX Text

CHESTNUT STREET

AutoCAD SHX Text

RAILROAD STREET

AutoCAD SHX Text

LIBERTY STREET

AutoCAD SHX Text MAG NAIL (SET) STA. 10+00.00 & STA 20+00.00 N 489880.71 E 2598776.96 ELEV.= 290.49

AutoCAD SHX Text

BM

AutoCAD SHX Text

AutoCAD SHX Text

MAG NAIL (SET) STA. 22+31.24 N 490055.29 E 2598928.57 ELEV.= 313.62

AutoCAD SHX Text

BM

AutoCAD SHX Text

AutoCAD SHX Text

MAG NAIL (SET) STA. 13+00.35 N 489682.57 E 2599002.69 ELEV.= 290.94

AutoCAD SHX Text

SPRING STREET

AutoCAD SHX Text

EX. STORM MH. RIM = 289.34 INV = 286.04 (TOP PIPE) INV(NE)= 284.94

AutoCAD SHX Text

EX. C INLET TC = 289.75 GL = 289.10 INV = 285.40

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. SWK,

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

(SW)

AutoCAD SHX Text

(NE)

AutoCAD SHX Text

18" PIPE

AutoCAD SHX Text

18" PIPE

AutoCAD SHX Text

18" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text

10"TREE

AutoCAD SHX Text

12"TREE

AutoCAD SHX Text

20"TREE

AutoCAD SHX Text

10"TREE

AutoCAD SHX Text EX. C INLET TC = 290.09 GL = 289.15 INV(SE)= 285.55 INV(NW)= 285.37 INV(SW)= 285.25

AutoCAD SHX Text

(SW)

AutoCAD SHX Text

EX. SANITARY MH. RIM = 289.68 INV(SE)= 281.83 INV(NW)= 279.43 INV(SW)= 279.35

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

(SW)

AutoCAD SHX Text

EX. C INLET TC = 290.59 GL = 289.60 INV(E)= 286.80 INV(NW)= 286.75

AutoCAD SHX Text

EX. C INLET GL = 290.42 INV = 288.06

AutoCAD SHX Text

EX. C INLET TC = 291.29 GL = 290.45 INV(SE)= 287.65 INV(W)= 287.57

AutoCAD SHX Text

(NW)

AutoCAD SHX Text (E)

AutoCAD SHX Text (W)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

EX. SANITARY MH. RIM = 290.40 INV(SE)= 282.76 INV(NW)= 282.60

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

GRAVEL LOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRICK SWK.

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. M INLET GR = 289.88 INV(N)= 287.93 INV(SE)= 287.53

AutoCAD SHX Text

EX. SANITARY MH. RIM = 313.02 INV(NW)= 305.27 INV(NE)= 305.12 INV(SE)= 305.09

AutoCAD SHX Text

(NE)

AutoCAD SHX Text

(NW)

AutoCAD SHX Text

(SE)

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. HEDGE

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. 5' C.L. FNC.

AutoCAD SHX Text

EX. WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EX. 4' C.L. FENCE

AutoCAD SHX Text

BIT. DWY.

AutoCAD SHX Text

EX. WALL

AutoCAD SHX Text

EX. FNC.

AutoCAD SHX Text

24" PIPE

AutoCAD SHX Text

BILCO DOORS

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

ONE WAY SIGN

AutoCAD SHX Text

NO PARKING SIGN

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

ONE WAY SIGN

AutoCAD SHX Text

EX. 3' C.L. FENCE

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

CURB

AutoCAD SHX Text

COMM. LINE 6 TCM (UNKWN COV.)

AutoCAD SHX Text

2PE IN 8 CI GAS (UNKWN COV.)

AutoCAD SHX Text

6ST GAS (UNKWN COV.)

AutoCAD SHX Text

4ST GAS (UNKWN COV.)

AutoCAD SHX Text

EX. GAS (UNKWN COV.)

AutoCAD SHX Text

EX. GAS (UNKWN COV.)

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

SURVEY SPIKE

AutoCAD SHX Text

EX. 4" WATER (APPROX. LOC.)

AutoCAD SHX Text

EX. 4" WATER (APPROX. LOC.)

AutoCAD SHX Text

EX. 6" WATER (APPROX. LOC.)

AutoCAD SHX Text

EX. 6" WATER (APPROX. LOC.)

AutoCAD SHX Text

TIE INTO EXISTING PIPE

AutoCAD SHX Text

FULL DEPTH PAVEMENT RESTORATION 220 SY

AutoCAD SHX Text

INV.(OUT,S)=289.04

AutoCAD SHX Text

INV.(IN,N)=287.93 INV.(OUT,SE)=287.53

AutoCAD SHX Text NOTES: 1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD-1983 / 2011 ADJ.) AND THE VERTICAL DATUM IS BASED ON NAVD-1988 / GEOID 2018 DATUM IS BASED ON NAVD-1988 / GEOID 2018 (ADD 0.71 FEET TO THESE ELEVATIONS TO CONVERT TO NGVD-1929 DATUM). 2. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS BASED ON THE CURRENT TAX MAPS OF THE BOROUGH OF CATASAUQUA, LEHIGH COUNTY, PENNSYLVANIA. ADJOINING PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED. 3.