C-001

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PROJECT LOCATION MAP

PIKE STREET

MID-BLOCK CROSSWALKS

CANONSBURG BOROUGH

WASHINGTON COUNTY, PENNSYLVANIA

MAY 2026

PROJECT LOCATION -

POST OFFICE

SHEET INDEX

SHEET # DESCRIPTION

C-001 TITLE SHEET

C-010 LEGEND

C-020 GENERAL NOTES & DISTRIBUTION OF QUANTITIES

C-102 DEMOLITION PLAN - RUSTY GOLD & SENIOR CENTER

C-111 PROPOSED SITE PLAN - RUSTY GOLD

C-112 PROPOSED SITE PLAN - SENIOR CENTER

C-113 PROPOSED SITE PLAN - POST OFFICE

C-511 CONSTRUCTION DETAILS

C-512 CONSTRUCTION DETAILS

C-513 TRAFFIC CONTROL DETAILS

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PA ONE - CALL SYSTEM

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1-800-242-1776

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SERIAL #20261071198

E

CANONSBURG-HOUSTON JOINT SEWER AUTHORITY

68 EAST PIKE STREET

CANONSBURG, PA 15317

724-731-2300

LIST OF UTILITIES AND

EMERGENCY CONTACT INFORMATION

WATER:

SEWER:

FIRE

DEPARTMENT:

POLICE

DEPARTMENT:

ELECTRIC:

GAS:

PENNSYLVANIA AMERICAN WATER

GARY LOBAUGH

500 NOBLESTOWN ROAD

CARNEGIE, PA 15106

WORK PHONE: 724-944-5148 / 800-565-7292

CANONSBURG VOLUNTEER FIRE DEPARTMENT

BILL FENIMOR, PRESIDENT

1 GREENSIDE AVENUE

CANONSBURG, PA 15317

724-746-1014

CANONSBURG POLICE DEPARTMENT

ALEXANDER COGHILL, CHIEF OF POLICE

68 EAST PIKE STREET

CANONSBURG, PA 15317

724-745-8020

WEST PENN POWER

JOHN GREENWOOD

365 WASHINGTON ROAD

WASHINGTON, PA 15301

WORK PHONE: 724-942-5210 / 800-686-0021

COLUMBIA GAS

SCOTT WAITLEVERTCH

121 CHAMPION WAY, SUITE 100

CANONSBURG, PA 15317

WORK PHONE: 724-416-6300 / 888-460-4332

SHEET No. :

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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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412) 263-2210

105 BRAUNLICH DRIVE, SUITE 100

PITTSBURGH, PA 15237

REMINGTON

& VERNICK

ENGINEERS

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

PROFESSIONAL ENGINEER LIC. No. PE-040662-E

MICHAEL G. MEYER

DATE:

LE DF DF

5-13-2026

PA630273T007

AS NOTED

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5/13/2026

PROJECT LOCATION -

SENIOR CENTER

PROJECT LOCATION -

RUSTY GOLD

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 NAILTEL 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 PIPEPVI

POINT OF VERTICAL

INTERSECTION

UP UTILITY POLE

CL CENTERLINE INV. INVERT PVT POINT OF VERTICAL TANGENCYV 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

C-010

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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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412) 263-2210

105 BRAUNLICH DRIVE, SUITE 100

PITTSBURGH, PA 15237

REMINGTON

& VERNICK

ENGINEERS

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

PROFESSIONAL ENGINEER LIC. No. PE-040662-E

MICHAEL G. MEYER

DATE:

LE DF DF

5-13-2026

PA630273T007

AS NOTED

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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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412) 263-2210

105 BRAUNLICH DRIVE, SUITE 100

PITTSBURGH, PA 15237

REMINGTON

& VERNICK

ENGINEERS

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

PROFESSIONAL ENGINEER LIC. No. PE-040662-E

MICHAEL G. MEYER

DATE:

LE DF DF

5-13-2026

PA630273T007

AS NOTED

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EXISTING CONDITIONS & SURVEY NOTES

1. EXISTING CONDITIONS SHOWN, INCLUDING RIGHT-OF-WAY INFORMATION, WERE TAKEN FROM PLAN ENTITLED "PIKE STREET CROSSWALKS (S.R. 1009) - POST OFFICE, RUSTY GOLD, & SENIOR CENTER", PREPARED BY KLH ENGINEERS, INC., DATED JUNE 2024.

2. A DESIGN REQUEST FOR UNDERGROUND 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 20261071198.

3. 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.

4. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP (FIRM) PANEL NOS. 42125C0189E & 42125C0193E, EFFECTIVE 09/30/2015, THE PROPERTY IS NOT LOCATED WITHIN A

SPECIAL FLOOD HAZARD AREA (SFHA).

5. ACCORDING TO THE NATIONAL WETLANDS INVENTORY MAINTAINED BY THE U.S. FISH AND WILDLIFE SERVICE, THE PROPERTY DOES NOT CONTAIN WETLAND AREAS. THE

PROJECT WILL NOT RESULT IN ANY IMPACT TO WETLAND AREAS.

6. 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”. THE CONTRACTOR MUST

MAINTAIN AT LEAST ONE TRAVEL LANE IN EACH DIRECTION AT ALL TIMES.

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 AMENDED).

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 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 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 FOUR FEET (4.0').

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. ANY EXISTING CONCRETE SIDEWALK, CURB AND GUTTER DISTURBED BY CONSTRUCTION SHALL BE REPLACED IN-KIND.

4. 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.).

5. 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.

6. 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.

7. 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.

8. NO ADDITIONAL WATER SHALL BE ADDED TO CONCRETE.

9. 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 IMMEDIATELY AFTER STRIPPING THE FORMS. THE SECOND COAT SHALL BE APPLIED IMMEDIATELY AFTER THE

FIRST COAT HAS SET.

10. 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 ARRANGE 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, UNLESS AN APPROVED MAINTENANCE & PROTECTION OF TRAFFIC PLAN AND/OR DETOUR PLAN IS IMPLEMENTED. 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. STRIPING AND MARKINGS ARE TO BE REPLACED IN-KIND AT

COMPLETION OF PAVING OPERATIONS.

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 FACILITATE 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 REMOVAL OF ASPHALT PAVEMENT AND SUBBASE MATERIAL, THE CONTRACTOR SHALL PROVIDE A FULLY LOADED TRI-AXLE DUMP TRUCK AND PERFORM A PROOF ROLL OF SUBGRADE SURFACES WITH THE ENGINEER TO DETERMINE AREAS FOR BASE REPAIR. SUBGRADE REPAIRS SHALL BE PERFORMED PRIOR TO INSTALLING NEW

SUBBASE MATERIAL.

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. ALL VEGETATED AREAS DISTURBED 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.

TRAFFIC CONTROL GENERAL NOTES

1. THIS WORK CONSISTS MAINTENANCE AND THE PROTECTION OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF THE

CONSTRUCTION AND ON APPROVED DETOURS.

2. FURNISH, ERECT, PLACE, AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES AND MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES IN

ACCORDANCE WITH THE METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING PUBLICATIONS:

a. THE SPECIAL PROVISIONS OF THE CONTRACT.

b. PDT PUBLICATION NO. 212, OFFICIAL TRAFFIC CONTROL DEVICES.

c. PDT PUBLICATION NO. 213, TEMPORARY TRAFFIC CONTROL GUIDELINES.

d. PDT PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15).

e. PDT PUBLICATION NO. 408/2020, SPECIFICATIONS.

f. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

g. PDT PUBLICATION NO. 236, HANDBOOK OF APPROVED SIGNS, NOVEMBER 19, 2013 CHANGE 1 EDITION.

h. PDT PUBLICATION NO. 111, TRAFFIC CONTROL - PAVEMENT MARKINGS AND SIGNINGS STANDARDS TC-8600

AND TC-8700.

3. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 AT LEAST 3-FULL WORKING DAYS BEFORE DIGGING.

PA ONE CALL SHALL BE CONTACTED BEFORE ANY SIGN POST ANCHOR IS DRIVEN INTO THE GROUND FOR TEMPORARY AND PERMANENT SIGNING.

4. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE AND INSPECTED BY THE PROJECT INSPECTOR DAILY PRIOR TO THE START OF WORK.

5. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE AND INSPECTED BY THE PROJECT INSPECTOR DAILY PRIOR TO THE END OF WORK.

6. NOTIFY THE DISTRICT TRAFFIC ENGINEER IN WRITING TWO WEEKS PRIOR TO MAKING ANY TRAFFIC PATTERN CHANGES AND WHEN THE PROJECT IS COMPLETE.

7. NO ROADWAY IS PERMITTED TO HAVE A LANE CLOSURE OR ROAD CLOSURE STARTING NOVEMBER 01, AND ENDING APRIL 01, WITHOUT AN APPROVED REVISED TRAFFIC

CONTROL PLAN ADDRESSING WINTER OPERATIONS.

8. INSPECTOR-IN-CHARGE SHALL REPORT ALL TRAFFIC INCIDENTS TO THE DISTRICT TRAFFIC ENGINEER BY COPY OF THE TRAFFIC ACCIDENT REPORT FORM FROM THE PA.

STATE POLICE.

9. ALL SIGNS NOT IN USE SHALL BE EITHER COVERED OR REMOVED FROM SIGHT. THE CONTRACTOR IS TO REINSTALL ALL SIGNS THAT WAS REMOVED FOR THE

CONSTRUCTION PROJECT. DO NOT PLACE ANY ADHESIVE ON THE FACE OF THE SIGN.

10. ALL EXISTING SIGNAGE WITH CONFLICTING MESSAGES SHALL BE COVERED OR REMOVED AND REINSTALLED WHEN THE PROJECT IS COMPLETE.

11. ALL SIGNS AND DEVICES ARE TO BE NEW AT THE BEGINNING OF THE PROJECT AND ARE TO BE MAINTAINED TO PENNDOTS SATISFACTION THROUGHOUT THE PROJECT

DURATION.

12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE & PROTECTION OF PEDESTRIANS WITHIN THE WORK AREA, PRINCIPALLY ADJACENT TO EXCAVATION AREAS.

13. ALL SIGNS SHALL BE REFLECTORIZED WITH MATERIAL THAT MEETS PENNDOT SPECIFICATIONS FOR SHEET REFLECTIVE MATERIAL, TYPE III OR TYPE VII FLUORESCENT.

14. ALL CHANNELIZING DEVICES MUST HAVE A REFLECTIVE SHEETING, A MINIMUM OF 150 SQUARE INCHES FOR SHORT TERM OPERATIONS AND 270 SQUARE INCHES FOR

LONG TERM OPERATIONS.

15. THE REFLECTIVE MATERIAL FOR CHANNELIZING DEVICES SHALL BE A MATERIAL THAT MEETS PENNDOT CURRENT SPECIFICATIONS FOR SHEET REFLECTIVE MATERIAL, BARRICADE RAILS, AND VERTICAL PANELS WHICH WILL REQUIRE TYPE III OR TYPE VII.

16. THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY AS SPECIFIED IN SECTION 901.3 OF PUBLICATION NO. 408.

17. ADJUST ALL DISTANCES SLIGHTLY TO FIT FIELD CONDITIONS.

18. DO NOT PARK, STOP OR STORE ANY EQUIPMENT WHICH IS NOT BEING USED FOR THE CURRENT WORK OPERATION, ADJACENT TO AN ACTIVE TRAVEL LANE. STORE ALL

EQUIPMENT OUTSIDE OF THE WORK AREA IN A CLEAR ZONE SUITABLY PROTECTED STAGING AREA.

19. THE TRAFFIC CONTROL DEVICES SHOWN DO NOT NECESSARILY DEPICT THE ACTUAL NUMBER OF DEVICES REQUIRED.

20. MOUNT ALL SIGNS ON TYPE III BARRICADES (SEE PUB213 PATA SIGN LAYOUT, AND TC-8716 & TC-8717) UNLESS OTHERWISE SHOWN OR DIRECTED.

21. ERECT ALL POST MOUNTED SIGNS IN ACCORDANCE WITH TC-8716 & TC-8717.

22. ATTACH TYPE C LIGHTS TO ALL DRUMS OR CHANNELING DEVICES USED TO PROTECT OPEN EXCAVATIONS ADJACENT TO ROADWAY.

23. ATTACH TYPE C LIGHT ON EVERY THIRD DEVICE IN THE LONGITUDINAL AND EVERY DEVICE IN TAPER.

24. PROVIDE NEW REFLECTIVE SHEETING FOR ALL SIGNS AND DEVICES, I.E. SUPPORTS, SIGN BLANKS, DRUMS, VERTICAL PANELS, ETC. SHALL BE CLEAN AND FREE FROM ALL

DEFECTS.

25. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ACCESS TO ALL BUSINESSES AND DWELLINGS DURING ALL PHASES OF CONSTRUCTION.

26. CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G. POLICE, FIRE, MEDICAL), AFFECTED POST OFFICE(S), BUSINESSES, SCHOOL DISTRICT(S).

27. CONTRACTOR IS TO NOTIFY THE ASSISTANT CONSTRUCTION ENGINEER, HE SHALL NOTIFY THE APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY

SIGNIFICANT TRAFFIC IMPACTS (E.G. LATERAL WIDTH RESTRICTS LESS THAN 12 FEET).

28. CONTROL TRAFFIC IN WORK AREAS IN ACCORDANCE WITH PUB.213 FOR STATIONARY SHORT TERM OPERATION IF NOT ADDRESSED IN THE TRAFFIC CONTROL PLAN

(TCP).

29. FLAG PERSONS ARE TO BE IN RADIO COMMUNICATIONS AT ALL TIMES DURING WORKING HOURS.

30. FOR SHORT TERM OPERATIONS - AND FOR INGRESS, EGRESS OF CONSTRUCTION DELIVERIES AND EMPLOYEES; USE SHORT TERM FLAGGING OPERATIONS AND DURING

HOURS OF DARKNESS, ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED, AND EACH ADVANCE WARNING SIGN SHALL HAVE A TYPE B LIGHT MOUNTED ON TOP.

31. ALL SHORT TERM OPERATION LEAD IN SIGNS SHOULD BE MOUNTED ON PORTABLE SIGN STANDS ONLY AS STATED IN BULLETIN 15.

32. ALL CHANGES TO THIS TRAFFIC CONTROL PLAN MUST BE APPROVED, SIGNED, AND DATED BY THE TRAFFIC CONTROL UNIT.

33. EXCAVATIONS MUST BE BACKFILLED WITH SUITABLE MATERIAL AT THE END OF EACH WORK DAY.

NO LANE CLOSURES THE DAY BEFORE, THE DAY OF, AND THE DAY AFTER A HOLIDAY.

SIGNING, PAVEMENT MARKINGS, AND DELINEATION NOTES

1. APPLY PAVEMENT MARKINGS AT THE WIDTH INDICATED ON THE PLAN.

2. WHEN USING WATERBORNE PAINT FOR LONGITUDINAL LINES ON THE FINAL PAVEMENT COURSE, APPLY TWO APPLICATIONS OF PAINT. APPLY THE SECOND APPLICATION

AFTER THE FIRST IS DRY, WITHIN 24 HOURS.

3. FOR ALL TRANSVERSE APPLICATIONS AND LEGENDS, USE EPOXY (ON CONCRETE) AND HOT THERMOPLASTIC (ON BITUMINOUS).

4. APPLY ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

5. THE CONTRACTOR SHALL REAPPLY ANY EXISTING PAVEMENT MARKING THAT IS DAMAGED WITHIN OR BEYOND THE START/STOP OF WORK DUE TO CONSTRUCTION

ACTIVITY AT NO ADDITIONAL COST TO THE DEPARTMENT.

6. REFER TO THE SIGNALS PLAN FOR ADDITIONAL SIGNS AND PAVEMENT MARKINGS ASSOCIATED WITH ALL TRAFFIC SIGNALS, IF APPLICABLE.

RUSTY GOLD BREWING

REMOVE PEDESTRIAN CROSSING

SIGNAGE & EQUIPMENT

(POLE TO REMAIN)

REMOVE PEDESTRIAN CROSSING

SIGNAGE & EQUIPMENT

(POLE TO REMAIN)

(TO REMAIN)

(TO REMAIN)

SENIOR CENTER

REMOVE PEDESTRIAN CROSSING

SIGNAGE & EQUIPMENT

(POLE TO REMAIN)

REMOVE:

STAMPED CONCRETE CROSSWALK

(APPROX. 18" DEPTH EXCAVATION)

(TO REMAIN)

(TO REMAIN)

REMOVE PEDESTRIAN CROSSING

SIGNAGE & EQUIPMENT

(POLE TO REMAIN)

C-102

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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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412) 263-2210

105 BRAUNLICH DRIVE, SUITE 100

PITTSBURGH, PA 15237

REMINGTON

& VERNICK

ENGINEERS

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

PROFESSIONAL ENGINEER LIC. No. PE-040662-E

MICHAEL G. MEYER

DATE:

LE DF DF

5-13-2026

PA630273T007

AS NOTED

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LEGEND

ITEMS FOR DEMOLITION (THIS SHEET)

RUSTY GOLD DEMOLITION PLAN

SCALE: 1"=10'

10' 20'010'

SENIOR CENTER DEMOLITION PLAN

SCALE: 1"=10'

10' 20'010'

RUSTY GOLD BREWING

YIELD AHEAD PAVEMENT MARKINGS

PLACED 20-50 FEET FROM CROSSING

(UNIFORM DISTANCE EACH TRAVEL DIRECTION)

INSTALL POLE WITH PENNDOT

ADVANCED PEDESTRIAN WARNING

SIGN (W11-2) WITH AHEAD

PLAQUE (W16-9p).

REF DETAIL C, THIS SHEET

INSTALL POLE WITH PENNDOT

ADVANCED PEDESTRIAN WARNING

SIGN (W11-2) WITH AHEAD

PLAQUE (W16-9p).

REF DETAIL C, THIS SHEET

YIELD AHEAD PAVEMENT MARKINGS

PLACED 20-50 FEET FROM CROSSING

(UNIFORM DISTANCE EACH TRAVEL DIRECTION)

MOUNT WIRELESS SOLAR PENNDOT

RECTANGULAR RAPID FLASHING BEACON

(RRFB) INDICATORS, PEDESTRIAN

WARNING SIGNS (W11-2) WITH FLASHING

LED BORDERS, DOWNWARD ARROWS

(W16-7p), PUSH BUTTON AND SIGN

(R10-25), MOUNTED BACK-TO-BACK ON

EXISTING POLE.

REF DETAIL B, THIS SHEET

MOUNT WIRELESS SOLAR PENNDOT

RECTANGULAR RAPID FLASHING BEACON

(RRFB) INDICATORS, PEDESTRIAN

WARNING SIGNS (W11-2) WITH FLASHING

LED BORDERS, DOWNWARD ARROWS

(W16-7p), PUSH BUTTON AND SIGN

(R10-25), MOUNTED BACK-TO-BACK ON

EXISTING POLE.

REF DETAIL B, THIS SHEET

C-111

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JOB No. :

DATE :

SCALE :

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C A

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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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412) 263-2210

105 BRAUNLICH DRIVE, SUITE 100

PITTSBURGH, PA 15237

REMINGTON

& VERNICK

ENGINEERS

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

PROFESSIONAL ENGINEER LIC. No. PE-040662-E

MICHAEL G. MEYER

DATE:

LE DF DF

5-13-2026

PA630273T007

AS NOTED

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LEGEND

RUSTY GOLD PROPOSED PLAN

SCALE: 1"=10'

10' 20'010'

DETAIL C

PENNDOT ADVANCED PEDESTRIAN WARNING SIGN

(W11-2) WITH AHEAD PLAQUE (W16-9p)

NOTE:

SIGNS SHALL BE PLACED AT LEAST 100-FEET IN

ADVANCE OF THE CROSSWALK

DETAIL B

PENNDOT PEDESTRIAN WARNING SIGN (W11-2) WITH

DOWNWARD ARROW (W16-7p) & RECTANGULAR

RAPID-FLASHING BEACONS

RRFB (TYP.)

GENERAL NOTES:

1. REFERENCE PENNDOT PUB 408 FOR THERMOPLASTIC MARKING SPECIFICATIONS.

2. REFERENCE PENNDOT PUB 111 FOR CROSSWALK AND SIGNAGE DETAILS,

MID-BLOCK CROSSWALK DETAILS TC-8600, AND TYPE C-PERPENDICULAR TC-8600.

3. REFERENCE MUTCD FOR SIGNAGE DETAILS

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING MONUMENT

EXISTING IRON PIN

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING BUILDING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING HEDGE ROW

EXISTING FENCE LINE

EXISTING SANITARY CO

EXISTING STORM INLETS

EXISTING GUIDE RAIL

EXISTING GAS LINE MARKER

NOTES:

1. SIGNS SHALL BE FLUORESCENT YELLOW-GREEN

2. SIGNS SHALL BE MOUNTED AT A HEIGHT OF 7-FEET FROM THE SIDEWALK TO THE

BOTTOM OF THE LAST SIGN

3. SIGN POSTS SHALL INCLUDE FLUORESCENT YELLOW-GREEN STRIPS

4. PUSH-BUTTON SIGN (R10-25) TO BE LOCATED ON SIDEWALK-SIDE OF SIGN FOR

PEDESTRIAN ACCESS

5. RRFBs INDICATORS ARE DIMENSIONED AT LEAST 5 INCHES WIDE AND 2 INCHES HIGH

6. PEDESTRIAN WARNING SIGNS (W11-2) FOR DETAIL B SHALL HAVE LED LIGHTS

EMBEDDED INTO THE BORDER OF THE SIGN WHICH ARE ACTIVATED WITH THE RRFBs.

SENIOR CENTER

INSTALL POLE WITH PENNDOT

ADVANCED PEDESTRIAN WARNING

SIGN (W11-2) WITH AHEAD

PLAQUE (W16-9p).

REF DETAIL C, THIS SHEET

PENNDOT TYPE C

BLOCK STYLE CROSSWALK

REF DETAIL A, THIS SHEET, &

PAVING DETAILS

YIELD AHEAD PAVEMENT MARKINGS

PLACED 20-50 FEET FROM CROSSING

(UNIFORM DISTANCE EACH TRAVEL DIRECTION)

INSTALL POLE WITH PENNDOT

ADVANCED PEDESTRIAN WARNING

SIGN (W11-2) WITH AHEAD

PLAQUE (W16-9p).

REF DETAIL C, THIS SHEET

YIELD AHEAD PAVEMENT MARKINGS

PLACED 20-50 FEET FROM CROSSING

(UNIFORM DISTANCE EACH TRAVEL DIRECTION)

MOUNT WIRELESS SOLAR PENNDOT

RECTANGULAR RAPID FLASHING BEACON

(RRFB) INDICATORS, PEDESTRIAN

WARNING SIGNS (W11-2) WITH FLASHING

LED BORDERS, DOWNWARD ARROWS

(W16-7p), PUSH BUTTON AND SIGN

(R10-25), MOUNTED BACK-TO-BACK ON

EXISTING POLE.

REF DETAIL B, THIS SHEET

MOUNT WIRELESS SOLAR PENNDOT

RECTANGULAR RAPID FLASHING BEACON

(RRFB) INDICATORS, PEDESTRIAN

WARNING SIGNS (W11-2) WITH FLASHING

LED BORDERS, DOWNWARD ARROWS

(W16-7p), PUSH BUTTON AND SIGN

(R10-25), MOUNTED BACK-TO-BACK ON

EXISTING POLE.

REF DETAIL B, THIS SHEET

1.5" MILL & REPLACE ASPHALT WEARING

COURSE, 5' CUT BACK FROM CROSSWALK

(33 SY)

C-112

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C E

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SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

N o

C H

K R

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I O

N D

A T

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Z S h a r e d

P r o j e c t s

L o c

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C a n o n s b u r g

T

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P i r e e t

C r o s s w a l k s

D e s i g n t h n t r a c t s

C A

D D

T B

D D

W G

P

A

T

C d

P

M

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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412) 263-2210

105 BRAUNLICH DRIVE, SUITE 100

PITTSBURGH, PA 15237

REMINGTON

& VERNICK

ENGINEERS

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

PROFESSIONAL ENGINEER LIC. No. PE-040662-E

MICHAEL G. MEYER

DATE:

LE DF DF

5-13-2026

PA630273T007

AS NOTED

C A

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C A

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5/13/2026

LEGEND

SENIOR CENTER PROPOSED PLAN

SCALE: 1"=10'

10' 20'010'

DETAIL C

PENNDOT ADVANCED PEDESTRIAN WARNING SIGN

(W11-2) WITH AHEAD PLAQUE (W16-9p)

NOTE:

SIGNS SHALL BE PLACED AT LEAST 100-FEET IN

ADVANCE OF THE CROSSWALK

DETAIL B

PENNDOT PEDESTRIAN WARNING SIGN (W11-2) WITH

DOWNWARD ARROW (W16-7p) & RECTANGULAR

RAPID-FLASHING BEACONS

RRFB (TYP.)

GENERAL NOTES:

1. REFERENCE PENNDOT PUB 408 FOR THERMOPLASTIC MARKING SPECIFICATIONS.

2. REFERENCE PENNDOT PUB 111 FOR CROSSWALK AND SIGNAGE DETAILS,

MID-BLOCK CROSSWALK DETAILS TC-8600, AND TYPE C-PERPENDICULAR TC-8600.

3. REFERENCE MUTCD FOR SIGNAGE DETAILS

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING MONUMENT

EXISTING IRON PIN

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING BUILDING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING HEDGE ROW

EXISTING FENCE LINE

EXISTING SANITARY CO

EXISTING STORM INLETS

EXISTING GUIDE RAIL

EXISTING GAS LINE MARKER

NOTES:

1. SIGNS SHALL BE FLUORESCENT YELLOW-GREEN

2. SIGNS SHALL BE MOUNTED AT A HEIGHT OF 7-FEET FROM THE SIDEWALK TO THE

BOTTOM OF THE LAST SIGN

3. SIGN POSTS SHALL INCLUDE FLUORESCENT YELLOW-GREEN STRIPS

4. PUSH-BUTTON SIGN (R10-25) TO BE LOCATED ON SIDEWALK-SIDE OF SIGN FOR

PEDESTRIAN ACCESS

5. RRFBs INDICATORS ARE DIMENSIONED AT LEAST 5 INCHES WIDE AND 2 INCHES HIGH

6. PEDESTRIAN WARNING SIGNS (W11-2) FOR DETAIL B SHALL HAVE LED LIGHTS

EMBEDDED INTO THE BORDER OF THE SIGN WHICH ARE ACTIVATED WITH THE RRFBs.

DETAIL A

PENNDOT TYPE C CROSSWALK DETAIL

NOTES:

1. LONGITUDINAL BARS AND BAR PAIRS SHALL BE ANGLED SUCH THAT THEY ARE

PARALLEL TO THE TRAVEL PATH OF APPROACHING TRAFFIC.

2. REFERENCE PENNDOT PUB 408, SECTION 960 THERMOPLASTIC

W s t P ik e S tre e t - S

.R . 1

' R

/W

75 FEET

75 F E

E T

F

E E

T

F

E E

T

PENNDOT TYPE C

BLOCK STYLE CROSSWALK

REF DETAIL A, THIS SHEET

YIELD AHEAD PAVEMENT MARKINGS

PLACED 20-50 FEET FROM CROSSING

(UNIFORM DISTANCE EACH TRAVEL DIRECTION)

INSTALL WIRELESS SOLAR PENNDOT

RECTANGULAR RAPID FLASHING BEACON

(RRFB) ASSEMBLY, INCLUDING MOUNTING

POLE, RRFB INDICATORS, PEDESTRIAN

WARNING SIGNS (W11-2) WITH FLASHING

LED BORDERS, DOWNWARD ARROWS

(W16-7p), PUSH BUTTON AND SIGN

(R10-25), MOUNTED BACK-TO-BACK ON

SAME POLE.

REF DETAIL B, THIS SHEET

INSTALL POLE WITH PENNDOT

ADVANCED PEDESTRIAN

WARNING SIGN (W11-2) WITH

AHEAD PLAQUE (W16-9p).

REF DETAIL C, THIS SHEET

YIELD AHEAD PAVEMENT MARKINGS

PLACED 20-50 FEET FROM CROSSING

(UNIFORM DISTANCE EACH TRAVEL DIRECTION)

INSTALL POLE WITH PENNDOT

ADVANCED PEDESTRIAN WARNING

SIGN (W11-2) WITH AHEAD

PLAQUE (W16-9p).

REF DETAIL C, THIS SHEET

PARKING RESTRICTION:

75-FEET IN EACH DIRECTION

(REMOVE PARKING SPACE

LINE STRIPING WITHIN

PARKING RESTRICTION

LIMITS)

PARKING RESTRICTION:

75-FEET IN EACH DIRECTION

P E

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E

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R A

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R A

M P

RESTORATION OF

CONCRETE SIDEWALK

APPROACHES (14 SY) &

CONCRETE CURB (20 LF)

RESTORATION OF

CONCRETE SIDEWALK

APPROACHES (16 SY) &

CONCRETE CURB (20 LF)

REMOVE EX. PARKING METER

(TYP., 8 EA.)

INSTALL WIRELESS SOLAR PENNDOT

RECTANGULAR RAPID FLASHING BEACON

(RRFB) ASSEMBLY, INCLUDING MOUNTING

POLE, RRFB INDICATORS, PEDESTRIAN

WARNING SIGNS (W11-2) WITH FLASHING

LED BORDERS, DOWNWARD ARROWS

(W16-7p), PUSH BUTTON AND SIGN

(R10-25), MOUNTED BACK-TO-BACK ON

SAME POLE.

REF DETAIL B, THIS SHEET

C-113

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E

SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

N o

C H

K R

E V

I S

I O

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A T

E B

Y

Z S h a r e d

P r o j e c t s

L o c

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C a n o n s b u r g

T

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P i r e e t

C r o s s w a l k s

D e s i g n t h n t r a c t s

C A

D D

T B

D D

W G

P

A

T

C d

P

M

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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412) 263-2210

105 BRAUNLICH DRIVE, SUITE 100

PITTSBURGH, PA 15237

REMINGTON

& VERNICK

ENGINEERS

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

PROFESSIONAL ENGINEER LIC. No. PE-040662-E

MICHAEL G. MEYER

DATE:

LE DF DF

5-13-2026

PA630273T007

AS NOTED

C A

N O

N S

B U

R

O U

G H

C A

N O

N S

B U

R

O U

G H

W A

S H

I N

G T

U

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Y P

E N

N S

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V A

N I A

P I K

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T R

E E

T

M

I D

B

L O

O

S S

W A

L K

S

5/13/2026

LEGEND

POST OFFICE PROPOSED PLAN

SCALE: 1"=10'

10' 20'010'

DETAIL C

PENNDOT ADVANCED PEDESTRIAN WARNING SIGN

(W11-2) WITH AHEAD PLAQUE (W16-9p)

NOTE:

SIGNS SHALL BE PLACED AT LEAST 100-FEET IN

ADVANCE OF THE CROSSWALK

DETAIL B

PENNDOT PEDESTRIAN WARNING SIGN (W11-2) WITH

DOWNWARD ARROW (W16-7p) & RECTANGULAR

RAPID-FLASHING BEACONS

NOTES:

1. SIGNS SHALL BE FLUORESCENT YELLOW-GREEN

2. SIGNS SHALL BE MOUNTED AT A HEIGHT OF 7-FEET FROM THE SIDEWALK TO THE

BOTTOM OF THE LAST SIGN

3. SIGN POSTS SHALL INCLUDE FLUORESCENT YELLOW-GREEN STRIPS

4. PUSH-BUTTON SIGN (R10-25) TO BE LOCATED ON SIDEWALK-SIDE OF SIGN FOR

PEDESTRIAN ACCESS

5. RRFBs INDICATORS ARE DIMENSIONED AT LEAST 5 INCHES WIDE AND 2 INCHES HIGH

6. PEDESTRIAN WARNING SIGNS (W11-2) FOR DETAIL B SHALL HAVE LED LIGHTS

EMBEDDED INTO THE BORDER OF THE SIGN WHICH ARE ACTIVATED WITH THE RRFBs.

RRFB (TYP.)

GENERAL NOTES:

1. REFERENCE PENNDOT PUB 408 FOR THERMOPLASTIC MARKING SPECIFICATIONS.

2. REFERENCE PENNDOT PUB 111 FOR CROSSWALK AND SIGNAGE DETAILS,

MID-BLOCK CROSSWALK DETAILS TC-8600, AND TYPE C-PERPENDICULAR TC-8600.

3. REFERENCE MUTCD FOR SIGNAGE DETAILS

DETAIL A

PENNDOT TYPE C CROSSWALK DETAIL

NOTES:

1. LONGITUDINAL BARS AND BAR PAIRS SHALL BE ANGLED SUCH THAT THEY ARE

PARALLEL TO THE TRAVEL PATH OF APPROACHING TRAFFIC.

2. REFERENCE PENNDOT PUB 408, SECTION 960 THERMOPLASTIC

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING MONUMENT

EXISTING IRON PIN

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING BUILDING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING HEDGE ROW

EXISTING FENCE LINE

EXISTING SANITARY CO

EXISTING STORM INLETS

EXISTING GUIDE RAIL

EXISTING GAS LINE MARKER

C-511

O

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T R

U C

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D

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A I L

S

SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

N o

C H

K R

E V

I S

I O

N D

A T

E B

Y

Z S h a r e d

P r o j e c t s

L o c

G o v P

A

W a s h i n g t o n

C a n o n s b u r g

T

T

P i r e e t

C r o s s w a l k s

D e s i g n t h n t r a c t s

C A

D D

T B

D D

W G

P

A

T

C d

P

M

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 .

P L A N S W H I C H D O N O T B E A R

A N E M B O S S E D S E A L A R E N O T V A L I D .

(412) 263-2200, FAX (412)…