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WESTTOWN TOWNSHIP

WEST PLEASANT GROVE

ROAD IMPROVEMENTS

INTERSECTION OF WILMINGTON PIKE & WEST PLEASANT GROVE ROAD

WESTTOWN TOWNSHIP, CHESTER COUNTY, PENNSYLVANIA

ISSUE FOR BID

MARCH 20, 2026

PROJECT SITE

SHEET INDEX

SHEET NO SHEET TITLE

G-001 COVER SHEET

C-001 CIVIL LEGEND AND GENERAL NOTES

C-101 EXISTING CONDITIONS PLAN - FACET 1

C-102 EXISTING CONDITIONS PLAN - FACET 2

C-103 EXISTING CONDITIONS PLAN - FACET 3

C-104 EXISTING CONDITIONS PLAN - FACET 4

C-105 EXISTING CONDITIONS PLAN - FACET 5

CD101 SITE DEMOLITION PLAN - FACET 1

CD102 SITE DEMOLITION PLAN - FACET 2

CD103 SITE DEMOLITION PLAN - FACET 3

CD104 SITE DEMOLITION PLAN - FACET 4

CD105 SITE DEMOLITION PLAN - FACET 5

C-111 SITE LAYOUT PLAN - FACET 1

C-112 SITE LAYOUT PLAN - FACET 2

C-113 SITE LAYOUT PLAN - FACET 3

C-114 SITE LAYOUT PLAN - FACET 4

C-115 SITE LAYOUT PLAN - FACET 5

C-121 SITE GRADING AND UTILITIES PLAN - FACET 1

C-122 SITE GRADING AND UTILITIES PLAN - FACET 2

C-123 SITE GRADING AND UTILITIES PLAN - FACET 3

C-124 SITE GRADING AND UTILITIES PLAN - FACET 4

C-125 SITE GRADING AND UTILITIES PLAN - FACET 5

C-511 SITE DETAILS

C-701 EROSION & SEDIMENT CONTROL PLAN - FACET 1

C-702 EROSION & SEDIMENT CONTROL PLAN - FACET 2

C-703 EROSION & SEDIMENT CONTROL PLAN - FACET 3

C-704 EROSION & SEDIMENT CONTROL PLAN - FACET 4

C-705 EROSION & SEDIMENT CONTROL PLAN - FACET 5

C-706 EROSION & SEDIMENT CONTROL DETAILS

C-707 EROSION & SEDIMENT CONTROL NOTES

PROJECT SITE

W STREET RD

W

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S NEW

ST E PLEASANT GROVE RD

W PLEASANT GROVE RD

HIDDEN POND WAY

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S NEW

ST

CHEYNEY DR

https://www.cedarvilleeng.com/ https://www.cedarvilleeng.com/

DESIGNED BY:

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CIVIL LEGEND

EXISTING EXISTING TO BE REMOVED PROPOSED DESCRIPTION

BUILDING

BUILDING EXTERIOR DOOR

CURB

WALL OR RETAINING WALL

CONTOUR ELEVATION (MAJOR)

CONTOUR ELEVATION (MINOR)

SPOT ELEVATION

SWALE OR CHANNEL CENTERLINE

ROAD, STREET, OR PARKING SIGN

CHAIN LINK FENCE

GUIDE RAIL

TREE LINE

BRUSH LINE

DECIDUOUS TREE

EVERGREEN TREE

SHRUB

STORM DRAIN LINE

STORM DRAIN MANHOLE

STORM DRAIN INLET

STORM DRAIN CLEAN OUT

ENDWALL OR HEADWALL

RIPRAP OUTLET PROTECTION

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEAN OUT

UTILITY POLE

GUY WIRE ANCHOR

UNDERGROUND ELECTRIC CONDUIT

ELECTRICAL MANHOLE OR VAULT

UNDERGROUND TELEPHONE CONDUIT

WATER MAIN

WATER MANHOLE OR VAULT

WATER VALVE

FIRE HYDRANT

GAS MAIN

GAS VALVE

RIGHT-OF-WAY LINE

IRON PIN FOUND OR SET

BENCH MARK

SANITARY SEWER

STRUCTURE NUMBER

CLEARING AND GRUBBING AREA

DEPRESSED CURB OR CURB CUT

CONCRETE SIDEWALK, SLAB OR PAD

GRAVEL PAVING, WALKWAY OR TRAIL

CONCRETE PAVING

ASPHALT PAVING

NOTE: NOT ALL SYMBOLS INDICATED MAY APPEAR ON THESE CONTRACT SHEETS

ORNAMENTAL FENCE

SPLIT RAIL FENCE

ORSD

OR

S S

SANITARY SEWER FORCE MAINFM

WW

GG

EE

TT

OVERHEAD ELECTRIC LINE

OVERHEAD TELEPHONE LINE

UNKNOWN UNDERGROUND UTILITYUNKUNK

PROPERTY LINE

OHT

OHE

ASPHALT PAVING MILL & OVERLAY

S S

FM

S S

FMFM

WW

GG

WW

GG

TT

UNKUNK

TT

EE EE

OR OR

CO

OR

CO

SD

SS

ORSD

CO CO

W W WOROR W W WOROR

HYD HYD

GAS MANHOLE OR VAULT

GAS METER

ORORG G G

GV

ORORG G G

GV

E EOR E EOR

BM

MAILBOX

WV WV

201.50

FLARED END SECTION

STORM DRAIN

STRUCTURE NUMBER

SLANTED TEXT

DENOTES EXISTING FEATURES

VERTICAL TEXT

DENOTES PROPOSED FEATURES

201.50 TC

BC

202.17 201.50

TW

BW

203.50 201.75

OR

ORSD P101

CO

OR

OR

CO

ORW W

WV

HYD

ORG G

GV

ORE E

IP IP

MB MB

GM GM

PERMANENT SEEDING

GENERAL CIVIL NOTES

1. TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE

BASED ON A FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY

CEDARVILLE ENGINEERING GROUP, LLC, ON DECEMBER 26, 29, 2025 &

JANUARY 02, 2026.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING NEW

HORIZONTAL AND VERTICAL CONTROL BENCH MARK POINTS PRIOR

TO ANY SITE DEMOLITION.

3. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN

DEVELOPED FROM EXISTING UTILITY RECORDS AND/OR ABOVE

GROUND EXAMINATION OF THE SITE. COMPLETENESS OR ACCURACY

OF LOCATION, SIZE AND DEPTH OF UNDERGROUND UTILITIES OR

STRUCTURES CANNOT BE GUARANTEED. THE CONTRACTOR SHALL

USE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING

UTILITIES SUCH AS POWER, COMMUNICATIONS, WATER OR GAS LINES

TO PREVENT DAMAGE TO THESE LINES. IF TEST PITS ARE REQUIRED

TO LOCATE EXISTING UTILITIES THEY SHALL BE PERFORMED BY HAND

DIGGING, VACUUM EXTRACTION, OR OTHER MEANS APPROVED BY

THE ENGINEER. THE CONTRACTOR SHALL COMPLY WITH THE

PROVISIONS OF THE PENNSYLVANIA UNDERGROUND UTILITY

PROTECTION LAW (PA ACT 287 OF 1974, AS AMENDED BY ACT 121 OF

2008 73P.S. § 176 ET. SEQ.). THE CONTRACTOR SHALL NOTIFY THE

PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776 NO LESS THAN

THREE (3) NOR MORE THAN TEN (10) WORKING DAYS PRIOR TO THE

START OF EXCAVATION OR DEMOLITION WORK.

4. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED UTILITY

DEMOLITION / ALTERATIONS WITH WESTTOWN TOWNSHIP PRIOR TO

THE START OF WORK. ANY PROPOSED INTERRUPTIONS TO UTILITY

SERVICES SHALL BE SCHEDULED WITH WESTTOWN TOWNSHIP A

MINIMUM OF TEN (10) WORKING DAYS PRIOR TO SCHEDULED UTILITY

INTERRUPTION.

5. UNLESS NOTED OTHERWISE, ALL EXISTING UTILITIES SHALL REMAIN

ACTIVE AT ALL TIMES. TEMPORARY BYPASS SYSTEMS SHALL BE

PROVIDED BY THE CONTRACTOR AS REQUIRED TO MAINTAIN

UTILITIES ACTIVE DURING CONSTRUCTION. ALL NEW UTILITY SYSTEMS

SHALL BE OPERATIONAL PRIOR TO THE REMOVAL OR ABANDONMENT

OF ANY EXISTING SYSTEMS.

6. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY

STRUCTURES SUCH AS BUT NOT LIMITED TO MANHOLE COVERS,

VALVE COVERS, UTILITY POLES, GUY WIRES AND HYDRANTS THAT

ARE TO REMAIN IN PLACE AND UNDISTURBED DURING

CONSTRUCTION.

7. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL ADJUST ALL

EXISTING UTILITY STRUCTURES AND COVERS, SUCH AS BUT NOT

LIMITED TO MANHOLES, CLEANOUTS, AND VALVES THAT ARE TO

REMAIN, TO THE FINISH GRADE ELEVATIONS AS REQUIRED.

8. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED

IN THE FIELD BEFORE STARTING WORK. ANY DISCREPANCY SHALL BE

CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR A

RESOLUTION BEFORE PROCEEDING WITH THE WORK. THE

CONTRACTOR SHALL VERIFY ALL ELEVATIONS WITH THE VERTICAL

CONTROL BENCH MARK(S).

9. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

TREES NOT SCHEDULED TO BE REMOVED AS INDICATED ON THE SITE

DEMOLITION PLAN, SHEET CD101 THRU CD105.

10. THE CONTRACTOR SHALL PRESERVE ALL NATURAL FEATURES. AS

LITTLE VEGETATIVE COVER SHALL BE REMOVED AS REQUIRED TO

ACHIEVE THE INSTALLATION OF PROPOSED WORK AND ASSOCIATED

SITE IMPROVEMENTS

11. ALL TEMPORARY AND FINISH GRADING IS TO BE DONE SO AS TO

ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TOWARD

THE APPROPRIATE INLET OR DRAINAGE FACILITY.

12. THE CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN INLETS,

CATCH BASINS, SWALES, ETC. WITHIN AND NEAR THE PROJECT AREA

ARE KEPT FREE FROM MATERIALS THAT MAY HAMPER THE

PERFORMANCE OF THE DRAINAGE SYSTEM. UPON COMPLETION OF

THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED

SEDIMENT, DEBRIS, EQUIPMENT AND DISPOSE OF ALL UNSUITABLE OR

EXCESS MATERIALS FROM THE PROJECT SITE IN ACCORDANCE WITH

ALL LOCAL, STATE AND FEDERAL REGULATIONS.

13. PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL REMAIN

A PERMANENT PART OF THE TOPOGRAPHY.

14. ALL PROPOSED DRAINAGE INLETS SHALL HAVE HS-20 TRAFFIC-RATED

BICYCLE-SAFE GRATES, UNLESS NOTED OTHERWISE.

15. SPOT ELEVATIONS INDICATE FINISH SURFACE ELEVATION UNLESS

OTHERWISE NOTED ON THE PLAN. ALL GRADES SHALL BE SMOOTH

AND CONTINUOUS.

16. ANY DAMAGE TO OFF-SITE RIGHT OF WAY, PUBLIC ROADS OR

ADJACENT PROPERTIES SHALL BE REPAIRED IMMEDIATELY AT THE

CONTRACTOR'S EXPENSE.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

EXISTING AND NEW WORK FROM DAMAGE. ANY DAMAGE CAUSED BY

CONSTRUCTION ACTIVITIES SHALL BE REPAIRED IMMEDIATELY AT THE

CONTRACTOR'S EXPENSE.

18. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS, FENCES OR

OTHER MEASURES TO KEEP VEHICULAR AND PEDESTRIAN TRAFFIC

AWAY FROM THE CONSTRUCTION AREA.

19. THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL

MEASURES, FOR ALL DISTURBED AREAS, AS WARRANTED, TO

MINIMIZE THE TRANSPORT OF SOIL BY WIND AND TRAFFIC. THE

CONTRACTOR SHALL MINIMIZE THE AREA DISTURBED / SUBJECT TO

WIND EROSION AND THE TIME THAT THE AREA WILL BE EXPOSED TO

WIND EROSION.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND

MAINTENANCE OF THE CONSTRUCTION SITE AT ALL TIMES. ALL

CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE ON A

DAILY BASIS, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS. BURNING OF ANY DEBRIS WILL NOT BE PERMITTED.

21. ALL INGRESS AND EGRESS TO THE CONSTRUCTION SITE SHALL BE

KEPT ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES.

CONSTRUCTION EQUIPMENT OR VEHICLES WILL NOT BE PERMITTED

TO OBSTRUCT ANY ROADWAYS AND / OR PASSAGEWAYS. LOCAL

TRAFFIC AND EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED

AT ALL TIME.

22. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES IN

ACCORDANCE WITH PENNDOT PUBLICATION 213. REFER TO

MAINTENANCE & PROTECTION OF TRAFFIC (MPT) NOTES ON SHEETS

CD101 THRU CD105).

23. ALL IMPROVEMENTS SHALL CONFORM WITH PENNDOT PUBLICATION

408, STANDARD CONSTRUCTION SPECIFICATIONS AND PENNDOT

PUBLICATION 72M, STANDARD CONSTRUCTION DETAILS, LATEST

EDITION.

DEMOLITION NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE

REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF

1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS, OR REVISIONS TO THE SAME.

2. CEDARVILLE ENGINEERING GROUP, LLC., HAS NO CONTRACTUAL,

LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB

SITE SUPERVISION, OR ANYTHING RELATED TO THE SAME.

3. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL

INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR

REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE

PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL

INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE

NEW SITE IMPROVEMENTS.

4. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE

ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS,

CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR

THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN

PERFORMING THE WORK ON THIS PROJECT, WITH CEDARVILLE

ENGINEERING, IN WRITING, AND RESPONDED TO BY CEDARVILLE, IN

WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY

DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE

PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE

PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE,

AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES,

ORDINANCES, AND CODES.

5. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE

FOR/TO:

a. OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME

ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC

AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF

THE PROJECT, SITE WORK, AND DEMOLITION WORK.

b. THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE IN PLACE PRIOR TO SITE DISTURBANCE.

c. ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC., WITHIN THE LIMITS

OF DISTURBANCE, SHALL BE VERTICALLY AND HORIZONTALLY

LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE

REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION

SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.

d. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE SYSTEMS

THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION

ACTIVITIES.

e. FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE

PROVIDER REQUIREMENT AND IS RESPONSIBLE FOR ALL

COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED

OR REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL

PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING

UTILITIES AND SERVICES HAVE BEEN TERMINATED AND

ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY

COMPANY REQUIREMENTS.

f. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING

"OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO

MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.

6. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE

WITH THESE PLANS, SPECIFICATIONS, AND REFERENCED DOCUMENTS

AS WELL AS ALL FEDERAL, STATE, AND LOCAL REGULATIONS. ANY

DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE

CONTRACTOR TO THE ENGINEER IN WRITING FOR RESOLUTION PRIOR

TO INITIATION OF THE ACTIVITY.

7. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS"

NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE

OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT

ARE REMAINING ON OR OFF SITE.

8. IN THE ABSENCE OF SPECIFIC REQUIREMENTS, THE CONTRACTOR

SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND

REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER

MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE

WITH DIRECTION BY THE OWNER'S GEOTECHNICAL ENGINEER.

9. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN

CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL

AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL

MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL

GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN

EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR

ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED

TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES.

10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY

ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL

ON UNIFORM TRAFFIC CONTROL", AS WELL AS FEDERAL, STATE, AND

LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVES IMPACT

ROADWAYS OR ROADWAY RIGHTS-OF-WAY.

11. THE CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH

A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS,

STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES.

STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE

APPROPRIATE GOVERNMENTAL AUTHORITY WHERE REQUIRED.

12. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS

OUTSIDE THE DEFINED PROPERTY LINES, WITHOUT WRITTEN

PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT

AGENCY.

13. USE DUST CONTROL MEASURES TO LIMIT THE AMOUNT OF AIRBORNE

DUST AND DIRT RISING AND SCATTERING IN THE AIR TO WITHIN

FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE

DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND

IMPROVEMENTS SHALL BE CLEANED OFF ALL DUST AND DEBRIS

CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS

RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR

"PRE-DEMOLITION" CONDITION.

14. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS

NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO

PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME.

15. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING

ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED

TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS

ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND

JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS

NECESSARY TO PROVIDE A SAFE WORK SITE.

16. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS

OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF

HIS/HER ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE

REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION

CONDITION.

17. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL

EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL BE

DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND

FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR SHALL

PROPERLY REMOVE AND DISPOSE OF HAZARDOUS/UNSUITABLE

MATERIAL OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,

ORDINANCES, AND LAWS.

CONSTRUCTION NOTES

1. All CONTRACTORS WORKING ON THIS PROJECT SHALL COMPLY WITH

REQUIREMENTS OF P.L. 852, NO. 287, DECEMBER 1974 AS AMENDED

ON OCTOBER 9, 2008 BY PENNSYLVANIA ACT 121 ENTITLED

UNDERGROUND UTILITY LINE PROTECTION ACT.

2. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE

PENNSYLVANIA ONE CALL SYSTEM (PHONE: 1-800-242-1776) THREE

WORKING DAYS IN ADVANCE OF ANY EXCAVATION FOR THE

MARK-OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF

COMMENCEMENT OF WORK. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO MAINTAIN ALL UTILITY MARKINGS WITHIN THE

PROJECT LIMITS FOR THE DURATION OF THE PROJECT. IF UTILITY

MARKINGS ARE OBLITERATED, THE CONTRACTOR IS RESPONSIBLE

FOR CONTACTING PA ONE CALL FOR MARK-OUT.

3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE

EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF

CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE

NECESSARY OR TO REQUEST THE RELOCATION OF THE EXISTING

FACILITY BY THE UTILITY. NOTIFY THE ENGINEER OF WORK IF ANY

DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. THE COSTS

FOR THE EXPLORATION WORK SHALL BE INCIDENTAL TO THE ITEMS

INCLUDED IN THE CONTRACTOR'S PROPOSAL.

4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED TO TAKE

MEASUREMENTS OF UTILITY LOCATIONS IN THE FIELD. AND TO TAKE

PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN

HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT

SHOWN ON THESE PLANS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY

BACKFILLING AND COMPACTING ALL TRENCHES. NO TRENCHES ARE

TO BE LEFT OPEN AFTER COMPLETION OF WORK FOR THE DAY. ALL

CONSTRUCTION AREAS ARE TO BE KEPT IN A CONDITION THAT

ALLOWS FOR SAFE MOVEMENT OF BOTH VEHICULAR AND

PEDESTRIAN TRAFFIC. ANY EXCESS MATERIAL FROM TRENCHING

SHALL BE DELIVERED TO A LAWFUL SITE LOCATION BY THE

CONTRACTOR AT THEIR OWN EXPENSE.

6. NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE

PERMANENT TRENCH RESTORATION. REMOVE ANY SUBGRADE THAT

CANNOT BE PROPERLY COMPACTED AND THAT IS UNSUITABLE

MATERIAL. UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY

BE REQUIRED.

7. THE CONTRACTOR SHOULD CONTACT THE ENGINEER BEFORE

PROCEEDING WITH CONSTRUCTION IF THERE ARE ANY DIFFERENCES

BETWEEN THE FIELD CONDITIONS AND BASE SURVEY SHOWN ON THE

PLANS.

8. ALL CONSTRUCTION DETAILED ITEMS WILL REQUIRE SHOP DRAWINGS

TO BE SUBMITTED TO CEDARVILLE ENGINEERING GROUP, LLC. ALL

SHOP DRAWINGS WILL BE REVIEWED FOR THOROUGHNESS,

ACCURACY, AND COMPLIANCE BY OUR CONSTRUCTION SERVICES

STAFF. ALL CONSTRUCTION MATERIALS SHOULD BE SUPPLIED BY

MANUFACTURERS LISTED IN PENNDOT PUBLICATION 35, BULLETIN 15.

GRADING & DRAINAGE NOTES

1. UNLESS NOTED OTHERWISE, GRADES SHALL BE SMOOTH,

CONTINUOUS, AND PROVIDE FOR POSITIVE DRAINAGE AWAY FROM

BUILDINGS, STRUCTURES, AND OTHER SENSITIVE AREAS. WHERE

INDICATED, RUNOFF SHALL BE DIRECTED TO STORM

INFRASTRUCTURE, SUCH AS INLETS, CATCH BASINS, OR BMPS.

2. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS INDICATE FINISH

SURFACE ELEVATION.

3. DRAINAGE GRATES IN AREAS WITH THE POTENTIAL TO RECEIVE

VEHICULAR TRAFFIC SHALL HAVE HS-20 RATED GRATES, AT A

MINIMUM.

4. MAINTAIN STORM DRAINS, CULVERTS, SWALES, AND OTHER

STORMWATER MANAGEMENT INFRASTRUCTURE FREE OF DEBRIS AND

OBSTRUCTIONS. REMOVE ALL ACCULATED SEDIMENT AND DEBRIS AS

INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN.

DISPOSE OF THE SEDIMENT AND DEBRIS IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL REGULATIONS.

5. UNLESS OTHERWISE NOTED, DOOR PADS AND SIDEWALKS SHALL BE

CONSTRUCTED 1/4" BELOW FINISH FLOOR ELEVATION OF BUILDINGS

AND STRUCTURES.

6. UNLESS OTHERWISE NOTED, ADJUST ALL EXISTING AND PROPOSED

STORM STRUCTURES, INCLUDING MANHOLES, CLEANOUTS, AND

GRATES, TO MATCH FINISH GRADE.

UTILITY NOTES

1. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROTECT ALL

EXISTING OR NEW WORK UTILITY STRUCTURES, SUCH AS MANHOLE

COVERS, VALVE BOXES, UTILITY POLES, AND GUY WIRES.

2. UNLESS OTHERWISE NOTED, ADJUST ALL EXISTING AND

PROPOSED UTILITY STRUCTURES, INCLUDING MANHOLES,

CLEANOUTS, AND VAULTS, TO MATCH FINISH GRADE.

3. UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE OWNER'S

REPRESENTATIVE, ALL EXISTING UTILITIES SHALL BE MAINTAINED IN

AN ACTIVE STATE AT ALL TIMES. WHERE NEW UTILITIES ARE

INDICATED TO REPLACE EXISTING UTILITIES, REMOVAL OR

ABANDONMENT OF EXISTING SYSTEMS SHALL BE DELAYED UNTIL

NEW UTILITY SYSTEMS ARE OPERATIONAL. WHERE REQUIRED, THE

CONTRACTOR SHALL PROVIDE TEMPORARY BYPASS TO MAINTAIN

SERVICE DURING CONSTRUCTION. WHERE INTERRUPTION TO A

UTILITY SERVICE(S) IS/ARE REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING, A MINIMUM OF

TEN (10) WORKING DAYS PRIOR TO THE SCHEDULED INTERRUPTION.

4. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF EXISTING

UTILITIES AS THE ACCURACY AND COMPLETENESS OF SITE UTILITIES

IS LIMITED TO INFORMATION AVAILABLE ON HISTORIC RECORDS AND

UTILITY FEATURES IDENTIFIED VIA ABOVE GRADE EXAMINATION

DURING TOPOGRAPHIC SURVEY. EXTREME CAUTION SHALL BE

EXERCISED WHILE EXCAVATING OR WORKING NEAR ACTIVE LINES,

ADHERING TO ALL APPLICABLE REGULATIONS, INCLUDING THE

PENNSYLVANIA UNDERGROUND UTLITY PROTECTION LAW (PA ACT 287

OF 1974, AS AMENDED BY ACT 121 OF 2008 73P.S. §176 ET. SEQ.).

5. THE CONTRACTOR SHALL NOTIFY THE PENNSYLVANIA ONE-CALL

SYSTEM AT 1-800-242-1776 NO LESS THAN THREE (3) NOR MORE THAN

TEN (10) WORKING DAYS PRIOR TO THE START OF EXCAVATION OR

DEMOLITION WORK.

6. THE CONTRACTOR SHALL PERFORM OR OBTAIN AN INVESTIGATION

UTILIZING GEOPHYSICAL SUBSURFACE TECHNIQUES TO CONFIRM

COMPLETENESS AND ACCURACY OF BELOW GRADE UTILITIES. IF

REQUIRED, TEST PITS SHALL BE EXCAVATED BY HAND, VACUUM

TRUCK, OR OTHER 'SOFT' EXCAVATION TECHNIQUE.

https://www.cedarvilleeng.com/

W W W W W W W W W W W W W W W W W W W W

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Street Sign

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Sp lit

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N/F

JAMES REICHERT FAMILY LIMITED PRTNSP

DEED BOOK 9005, PAGE 1687

UPI #67-4-28.5

705 W PLEASANT GROVE RD

N/F

DANIEL & MEGAN A ROSINI

DEED BOOK 9136, PAGE 1206

UPI #67-4-28.6

1091 S NEW ST

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

SD Inlet

TOG EL 269.05

INV (Sediment) W E S T P L E A S A N T G R O V E R O A D

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Driveway Mirror

Split Rail Fence Split Rail Fence

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Asphalt Driveway As ph al t D riv ew ay

N/F

TAYLOR D ANDERSON & KIRI L ROLAND

DEED BOOK 10371, PAGE 868

UPI #67-4-28.4

701 W PLEASANT GROVE RD

N/F

AARON & MORGAN CHANNING

DEED BOOK 11347, PAGE 1025

UPI #67-4-28.3

609 W PLEASANT GROVE RD

N/F

LOREN T & JENNIFER WOOD

DEED BOOK 9562, PAGE 2092

UPI #67-4-28.2

605 W PLEASANT GROVE RD

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

W E S T P L E A S A N T G R O V E R O A D

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W E S T P L E A S A N T G R O V E R O A D

P O N D W A Y

W I

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P I K

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WESTMINSTER

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1 - 8 0 0 - 2 4 2 - 1 7 7 6 P E N N S Y L V A N I A L A W R E Q U I R E S 3 W O R K I N G D A Y S N O T I C E F O R

CONSTRUCTION PHASE AND 10 WORKING

D A Y S I N D E S I G N S T A G E - S T O P C A L L

CALL BEFORE YOU DIG!

POCS SERIAL NUMBER

20253563456 20260470596

20' 20'1"=20' 0

TR

UE

NO

RT

H

EXISTING CONDITIONS PLAN

20' 20'1"=20' 0

TR

UE

NO

RT

H

EXISTING CONDITIONS PLAN

C-102 C-103 C-104 C-105

SURVEY NOTES

1. THIS SURVEY HORIZONTALLY REFERENCES NORTH AMERICAN DATUM

OF 1983 NAD83- ADJUSTMENT, 2011 PENNSYLVANIA STATE PLANE,

SOUTH ZONE DERIVED THROUGH GNSS, KEYNETGPS GNSS VRS

NETWORK.

2. THE VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88). DERIVED THROUGH GNSS, KEYNETGPS

GNSS VRS NETWORK.

3. TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE

BASED ON A FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY

CEDARVILLE ENGINEERING GROUP, LLC, ON DECEMBER 26, 29, 2025 &

JANUARY 02, 2026.

4. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON

SUBSURFACE UTILITY INVESTIGATION PERFORMED BY PA ONE CALL

SYSTEM ON DECEMBER 22, 2025 AND ALSO FIELD OBSERVATIONS

SURVEY OF ABOVEGROUND FEATURES, AND RECORD DRAWINGS

PROVIDED BY UTILITY COMPANIES. LOCATIONS OF UNDERGROUND

UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN

HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE

PROGRESS OF THIS SURVEY TO LOCATE BURIED

UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTORS

RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH

OF ALL UTILITY LINES PRIOR TO THE COMMENCEMENT OF ANY

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONTACT ALL

UTILITY COMPANIES IN COMPLIANCE WITH ACT 187 TO VERIFY THE

EXACT LOCATION OF ALL UNDERGROUND UTILITIES. A PA ONE CALL

WAS PERFORMED PRIOR TO FIELD SURVEYING. SERIAL NO.

20253563456.

5. PROPERTY LINES SHOWN ARE BASED ON GIS PARCEL LAYERS AND

ARE NOT THE RESULT OF A BOUNDARY SURVEY.

6. RIGHT-OF-WAY LINES ARE BASED ON RECORDED DEEDS AND PLANS.

UTILITY REFERENCES

R1. PECO, GAS MAP W PLEASANT GROVE RD AND GAS MAP W PLEASANT

GROVE RD PT 2 IMAGE FILES.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY SIZE.

3. UTILITY TYPE AND APPROXIMATE LOCATION.

R2. AQUA PA, PHILADELPHIA SUBURBAN WATER COMPANY, DRAWING NO.

C-5292B THROUGH C-5292G.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY TYPE, APPROXIMATE LOCATION.

R3. WESTTOWN MS4 MAP.

1. UTILITY TYPE, APPROXIMATE LOCATION.

R4. AQUA PENNSYLVANIA, INC., GREAT VALLEY DIVISION, DRAWING NO.

VV-32, REVISION MARCH 2, 2006.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

R5. PECO, GTVIEWER - GRAPHIC TECHNOLOGIES INC., DATED 2/24/2026.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

UTILITY CONTACTS

COMPANY: CROWN CASTLE

CONTACT: TYLER STEIN

COMPANY: AT&T

CONTACT: PAT SUTTON

COMPANY: AQUA PENNSYLVANIA INC

ADDRESS: 762 LANCASTER AVE

BRYN MAWR, PA 19010

CONTACT: THOMAS WADDY

PHONE: 610-525-1400

COMPANY: COMCAST CABLE

CHESTER COUNTY

ADDRESS: 1250 HADDONFIELD-

BERLIN RD

CHERRY HILL, NJ 08034

CONTACT: MICHAL SOWINSKI

COMPANY: PECO AN EXELON

COMPANY

ADDRESS: 450 S HENDERSON ROAD

SUITE B

KING OF PRUSSIA, PA

19406

CONTACT: NIKKIA SIMPKINS

COMPANY: ZAYO BANDWIDTH

FORMERLY PPL

TELCOM LLC

CONTACT: BRYAN PIERCE

COMPANY: WESTTOWN

TOWNSHIP

ADDRESS: 1039 WILMINGTON PIKE

WEST CHESTER, PA 19382

CONTACT: MARK GROSS

PHONE: 610-633-8909

COMPANY: VERIZON NORTH

PENNSYLVANIA LLC

ADDRESS: 7000 WESTON PKWY

CARY, NC 27513

CONTACT: VICTOR WOOD

PHONE: 919-414-2782

https://www.cedarvilleeng.com/

W W W W W W W W W W W W W W W W W W W W W W

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Split Rail Fence Split Rail Fence

VZ4

Street Sign

MB

D U

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A N

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LIMIT" Sign

VZ51

SD Inlet

TOG EL 306.61±

INV 305.50±

SD Inlet

TOG EL 306.30±

INV 305.63±

SD Inlet

TOG EL 305.70±

INV 305.03±Asphalt Driveway

N/F

ERIC M CHERVENY

DEED BOOK 9677, PAGE 793

UPI #67-4-28.1

1104 DUNVEGAN RD

N/F

LAURA SCOTT MAMMUCARI

DEED BOOK 6876, PAGE 1872

UPI #67-4-27

523 W PLEASANT GROVE RD

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

"STOP" Sign

W E S T P L E A S A N T G R O V E R O A D

SWL

DSYL

SWL

SWL

DSYL

SWL

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4"G (R1.1)

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(R2.2)

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12" DIP (R2.1)

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6" PVC

(R2.2)

Ultimate Right-of-Way

Ex is tin g

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50'

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Brick PillarElec HH Brick Pillar Asphalt Driveway

As ph al t

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Asphalt D rivew ay

Asphalt D rivew ay

N/F

WALTER H & MARIANNE SEITZER

DEED BOOK 7539, PAGE 1502

UPI #67-4-27.1

519 W PLEASANT GROVE RD

N/F

DR VICTOR J & CARLY DAVIS MALATESTA

DEED BOOK N62, PAGE 499

UPI #67-4-26

515 W PLEASANT GROVE RD

N/F

RONALD V & CHRISTINE SMITH

DEED BOOK 1163, PAGE 586

UPI #67-4-25

507 W PLEASANT GROVE RD

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

W E S T P L E A S A N T G R O V E R O A D

SWL

DSYL

SWL

SWL

DSYL

SWL

4"G (R1.1) 4"G (R1.1)12" DIP (R2.1) 12" DIP (R2.1)

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Ultimate Right-of-Way

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DEED BOOK 7539, PAGE 1502

519 W PLEASANT GROVE RD

SWL

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO.

DATE:

SCALE:

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1 - 8 0 0 - 2 4 2 - 1 7 7 6 P E N N S Y L V A N I A L A W R E Q U I R E S 3 W O R K I N G D A Y S N O T I C E F O R

CONSTRUCTION PHASE AND 10 WORKING

D A Y S I N D E S I G N S T A G E - S T O P C A L L

CALL BEFORE YOU DIG!

POCS SERIAL NUMBER

20253563456 20260470596

20' 20'1"=20' 0

TR

UE

NO

RT

H

EXISTING CONDITIONS PLAN

20' 20'1"=20' 0

TR

UE

NO

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H

EXISTING CONDITIONS PLAN

M

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-1

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND AND GENERAL CIVIL NOTES SEE SHEET C-001.

KEY PLAN

H I D D E N

W E S T P L E A S A N T G R O V E R O A D

P O N D W A Y

W I

L M

I N

G T

O N

P I K

E S

R

S

R

E A S T P L E A S A N T G R O V E R O A D

W A

Y O

R V

I S

D R S T E T S O N S C H O O L

S K I L E S B L V D

STETSON

MIDDLE SCHOOL

WESTMINSTER

PRESBYTERIAN

CHURCH

D U N V E G A N

R O A DL A N E

W N I E L S

N E

W S

S T

R E

E T

C-101 C-102 C-103 C-104 C-105

SURVEY NOTES

1. THIS SURVEY HORIZONTALLY REFERENCES NORTH AMERICAN DATUM

OF 1983 NAD83- ADJUSTMENT, 2011 PENNSYLVANIA STATE PLANE,

SOUTH ZONE DERIVED THROUGH GNSS, KEYNETGPS GNSS VRS

NETWORK.

2. THE VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88). DERIVED THROUGH GNSS, KEYNETGPS

GNSS VRS NETWORK.

3. TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE

BASED ON A FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY

CEDARVILLE ENGINEERING GROUP, LLC, ON DECEMBER 26, 29, 2025 &

JANUARY 02, 2026.

4. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON

SUBSURFACE UTILITY INVESTIGATION PERFORMED BY PA ONE CALL

SYSTEM ON DECEMBER 22, 2025 AND ALSO FIELD OBSERVATIONS

SURVEY OF ABOVEGROUND FEATURES, AND RECORD DRAWINGS

PROVIDED BY UTILITY COMPANIES. LOCATIONS OF UNDERGROUND

UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN

HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE

PROGRESS OF THIS SURVEY TO LOCATE BURIED

UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTORS

RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH

OF ALL UTILITY LINES PRIOR TO THE COMMENCEMENT OF ANY

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONTACT ALL

UTILITY COMPANIES IN COMPLIANCE WITH ACT 187 TO VERIFY THE

EXACT LOCATION OF ALL UNDERGROUND UTILITIES. A PA ONE CALL

WAS PERFORMED PRIOR TO FIELD SURVEYING. SERIAL NO.

20253563456.

5. PROPERTY LINES SHOWN ARE BASED ON GIS PARCEL LAYERS AND

ARE NOT THE RESULT OF A BOUNDARY SURVEY.

6. RIGHT-OF-WAY LINES ARE BASED ON RECORDED DEEDS AND PLANS.

UTILITY REFERENCES

R1. PECO, GAS MAP W PLEASANT GROVE RD AND GAS MAP W PLEASANT

GROVE RD PT 2 IMAGE FILES.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY SIZE.

3. UTILITY TYPE AND APPROXIMATE LOCATION.

R2. AQUA PA, PHILADELPHIA SUBURBAN WATER COMPANY, DRAWING NO.

C-5292B THROUGH C-5292G.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY TYPE, APPROXIMATE LOCATION.

R3. WESTTOWN MS4 MAP.

1. UTILITY TYPE, APPROXIMATE LOCATION.

R4. AQUA PENNSYLVANIA, INC., GREAT VALLEY DIVISION, DRAWING NO.

VV-32, REVISION MARCH 2, 2006.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

R5. PECO, GTVIEWER - GRAPHIC TECHNOLOGIES INC., DATED 2/24/2026.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

UTILITY CONTACTS

COMPANY: CROWN CASTLE

CONTACT: TYLER STEIN

COMPANY: AT&T

CONTACT: PAT SUTTON

COMPANY: AQUA PENNSYLVANIA INC

ADDRESS: 762 LANCASTER AVE

BRYN MAWR, PA 19010

CONTACT: THOMAS WADDY

PHONE: 610-525-1400

COMPANY: COMCAST CABLE

CHESTER COUNTY

ADDRESS: 1250 HADDONFIELD-

BERLIN RD

CHERRY HILL, NJ 08034

CONTACT: MICHAL SOWINSKI

COMPANY: PECO AN EXELON

COMPANY

ADDRESS: 450 S HENDERSON ROAD

SUITE B

KING OF PRUSSIA, PA

19406

CONTACT: NIKKIA SIMPKINS

COMPANY: ZAYO BANDWIDTH

FORMERLY PPL

TELCOM LLC

CONTACT: BRYAN PIERCE

COMPANY: WESTTOWN

TOWNSHIP

ADDRESS: 1039 WILMINGTON PIKE

WEST CHESTER, PA 19382

CONTACT: MARK GROSS

PHONE: 610-633-8909

COMPANY: VERIZON NORTH

PENNSYLVANIA LLC

ADDRESS: 7000 WESTON PKWY

CARY, NC 27513

CONTACT: VICTOR WOOD

PHONE: 919-414-2782

https://www.cedarvilleeng.com/

W W W W W W W W W W W W W W W W W W W W W

330 331

G G G G G G G G G G G G G G G G G G G G G G G

IP

MB MB

Split Rail Fence Split Rail Fence

Split Rail Fence

Split Rail Fence

VZ8

Ornamental Fence

72291

Stone Pillar Stone Pillar

Brick Brick

Asphalt Driveway

Asphalt Driveway

Stone PillarStone Pillar Call Box

"35 MPH SPEED LIMIT" Sign

Guy Pole

N/F

ABRAR A SOLATCH & ZAR AFSHAN ABRAR

DEED BOOK 7915, PAGE 1405

UPI #67-4-24.1

503 W PLEASANT GROVE RD

N/F

THOMAS C MARTIN & RENEE ROCKWOOD

DEED BOOK 9493, PAGE 2213

UPI #67-4-24

501 W PLEASANT GROVE RD

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

"ROAD NARROWS" Sign

W E S T P L E A S A N T G R O V E R O A D

WV

SWL

SWL

DSYL

SWL

SWL

DSYL

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12" DIP (R2.1)

12" DIP (R2.1)

U N K

(R2.2)

Ex E dg e

O f

Pa ve m en t Va rie s

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Ultimate Right-of-Way

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W W

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WV

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TOG EL 328.70±

INV OUT 324.78±

"STOP" Sign

H I D

D E N

P O N

D W

A Y

SD Headwall w/Trash Rack

INV 322.02±

SAN Manhole

TOC EL 327.04±

(Bolted Cover)

722121

SD Headwall w/Trash Rack

INV 319.32

SD Headwall w/Trash Rack

INV 314.71

(Standing Water)

SD Inlet

TOG EL 323.55±

INV IN 319.17±

INV OUT 316.97±

Asphalt Driveway

Asphalt

Walkway

SAN Manhole

TOC EL 324.91

INV IN Unknown INV OUT Unknown

Si de w al k C on c C on c

C ur b

C onc

Conc Curb

Curb

15" RCP 7.31 LF

@ 20.2%

15" RCP 46.38 LF

@ 4.87%

15" RCP 49.88 LF

15" RCP 68.45 LF

@ 1.40%

N/F

AMY ROHAN DEMIS

DEED BOOK 10395, PAGE 486

UPI #67-4-23.2

135 HIDDEN POND WY

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

N/F

ARBORVIEW HOMEOWNERS ASSOCIATION

DEED BOOK 7562, PAGE 2169

UPI #67-4-23.38SD Inlet

TOG EL 326.97±

INV IN (Sediment)

INV OUT (Sediment)

SD Inlet

TOG EL 326.48±

INV IN 322.90±

INV OUT 322.98±

15" RCP 18.72 LF

TW 324.85± TW 322.18±

TW 317.63±

E

E

W E S T P L E A S A N T G R O V E R O A D

SWL

DSYL

SWL

SWL

DSYL

SWL

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4"G (R1.2)

12"DIP (R4.1)

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(R1.3)

SWLSWL

W W W W W W W W W W W

12" DIP (R2.1)

12" DIP (R2.1)

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Pa ve m en t Va rie s

Ultimate Right-of-WayUltimate Right-of-Way

Legal Right-of-Way

Legal Right-of-Way

50'

.5

.5

.2

5'

.2

5'

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G

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO.

DATE:

SCALE:

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1 - 8 0 0 - 2 4 2 - 1 7 7 6 P E N N S Y L V A N I A L A W R E Q U I R E S 3 W O R K I N G D A Y S N O T I C E F O R

CONSTRUCTION PHASE AND 10 WORKING

D A Y S I N D E S I G N S T A G E - S T O P C A L L

CALL BEFORE YOU DIG!

POCS SERIAL NUMBER

20253563456 20260470596

20' 20'1"=20' 0

TR

UE

NO

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EXISTING CONDITIONS PLAN

20' 20'1"=20' 0

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GENERAL SHEET NOTES

1. FOR CIVIL LEGEND AND GENERAL CIVIL NOTES SEE SHEET C-001.

KEY PLAN

H I D D E N

W E S T P L E A S A N T G R O V E R O A D

P O N D W A Y

W I

L M

I N

G T

O N

P I K

E S

R

S

R

E A S T P L E A S A N T G R O V E R O A D

W A

Y O

R V

I S

D R S T E T S O N S C H O O L

S K I L E S B L V D

STETSON

MIDDLE SCHOOL

WESTMINSTER

PRESBYTERIAN

CHURCH

D U N V E G A N

R O A DL A N E

W N I E L S

N E

W S

S T

R E

E T

C-101 C-102 C-103 C-104 C-105

SURVEY NOTES

1. THIS SURVEY HORIZONTALLY REFERENCES NORTH AMERICAN DATUM

OF 1983 NAD83- ADJUSTMENT, 2011 PENNSYLVANIA STATE PLANE,

SOUTH ZONE DERIVED THROUGH GNSS, KEYNETGPS GNSS VRS

NETWORK.

2. THE VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88). DERIVED THROUGH GNSS, KEYNETGPS

GNSS VRS NETWORK.

3. TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE

BASED ON A FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY

CEDARVILLE ENGINEERING GROUP, LLC, ON DECEMBER 26, 29, 2025 &

JANUARY 02, 2026.

4. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON

SUBSURFACE UTILITY INVESTIGATION PERFORMED BY PA ONE CALL

SYSTEM ON DECEMBER 22, 2025 AND ALSO FIELD OBSERVATIONS

SURVEY OF ABOVEGROUND FEATURES, AND RECORD DRAWINGS

PROVIDED BY UTILITY COMPANIES. LOCATIONS OF UNDERGROUND

UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN

HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE

PROGRESS OF THIS SURVEY TO LOCATE BURIED

UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTORS

RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH

OF ALL UTILITY LINES PRIOR TO THE COMMENCEMENT OF ANY

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONTACT ALL

UTILITY COMPANIES IN COMPLIANCE WITH ACT 187 TO VERIFY THE

EXACT LOCATION OF ALL UNDERGROUND UTILITIES. A PA ONE CALL

WAS PERFORMED PRIOR TO FIELD SURVEYING. SERIAL NO.

20253563456.

5. PROPERTY LINES SHOWN ARE BASED ON GIS PARCEL LAYERS AND

ARE NOT THE RESULT OF A BOUNDARY SURVEY.

6. RIGHT-OF-WAY LINES ARE BASED ON RECORDED DEEDS AND PLANS.

UTILITY REFERENCES

R1. PECO, GAS MAP W PLEASANT GROVE RD AND GAS MAP W PLEASANT

GROVE RD PT 2 IMAGE FILES.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY SIZE.

3. UTILITY TYPE AND APPROXIMATE LOCATION.

R2. AQUA PA, PHILADELPHIA SUBURBAN WATER COMPANY, DRAWING NO.

C-5292B THROUGH C-5292G.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY TYPE, APPROXIMATE LOCATION.

R3. WESTTOWN MS4 MAP.

1. UTILITY TYPE, APPROXIMATE LOCATION.

R4. AQUA PENNSYLVANIA, INC., GREAT VALLEY DIVISION, DRAWING NO.

VV-32, REVISION MARCH 2, 2006.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

R5. PECO, GTVIEWER - GRAPHIC TECHNOLOGIES INC., DATED 2/24/2026.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

UTILITY CONTACTS

COMPANY: CROWN CASTLE

CONTACT: TYLER STEIN

COMPANY: AT&T

CONTACT: PAT SUTTON

COMPANY: AQUA PENNSYLVANIA INC

ADDRESS: 762 LANCASTER AVE

BRYN MAWR, PA 19010

CONTACT: THOMAS WADDY

PHONE: 610-525-1400

COMPANY: COMCAST CABLE

CHESTER COUNTY

ADDRESS: 1250 HADDONFIELD-

BERLIN RD

CHERRY HILL, NJ 08034

CONTACT: MICHAL SOWINSKI

COMPANY: PECO AN EXELON

COMPANY

ADDRESS: 450 S HENDERSON ROAD

SUITE B

KING OF PRUSSIA, PA

19406

CONTACT: NIKKIA SIMPKINS

COMPANY: ZAYO BANDWIDTH

FORMERLY PPL

TELCOM LLC

CONTACT: BRYAN PIERCE

COMPANY: WESTTOWN

TOWNSHIP

ADDRESS: 1039 WILMINGTON PIKE

WEST CHESTER, PA 19382

CONTACT: MARK GROSS

PHONE: 610-633-8909

COMPANY: VERIZON NORTH

PENNSYLVANIA LLC

ADDRESS: 7000 WESTON PKWY

CARY, NC 27513

CONTACT: VICTOR WOOD

PHONE: 919-414-2782

https://www.cedarvilleeng.com/

327 328

326329

8 32

9 330 331 332

2 323 324 325

331 330

328327

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VZ131

SD Headwall w/Trash Rack

INV 323.42

SD Headwall w/Trash Rack

INV 321.89±

15" RCP 41.15 LF

@ 3.72%

SD Headwall w/Trash Rack

INV 328.35±

SD Headwall w/Trash Rack

INV 327.72±

15" RCP 29.25 LF

@ 2.05%

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

N/F

ARBORVIEW HOMEOWNERS ASSOCIATION

DEED BOOK 7562, PAGE 2169

UPI #67-4-23.38

N/F

ARBORVIEW HOMEOWNERS ASSOCIATION

DEED BOOK 7562, PAGE 2169

UPI #67-4-23.38

N/F

LINDA REICHERT

DEED BOOK 7484, PAGE 1005

UPI #67-4-23.35

303 W PLEASANT GROVE RD

N/F

LINDA K REICHERT

DEED BOOK 9754, PAGE 1975

UPI #67-4-23.36

301 W PLEASANT GROVE RD

TW 326.22±

TW 324.80±

TW 331.18±

TW 330.30±

E G

W E S T P L E A S A N T G R O V E R O A D

SWL

SWL

DSYL

DSYL

SWL

SWL

4"G (R1.2)

4"G (R1.2)

W W W W W W W W W W W W W W W W W W W W W W

12" DIP (R2.1)

12" DIP (R2.1)

Ex E dg e

O f

Pa ve m en t Va rie s

Legal Right-of-Way

Ultimate Right-of-Way

.5

.2

5'

Legal Right-of-Way

340 341 342 343 344 345 346 347 348 349 350 351 351

327 328 329 330 331 332 333 334 335 336 337 338

G G G G G G G G G G G G G G G G G G G G G G G

WATER Manhole

TOG EL 344.87

N/F

WESTTOWN TOWNSHIP

DEED BOOK 11311, PAGE 608

UPI #67-4-29.4

N/F

ARBORVIEW HOMEOWNERS ASSOCIATION

DEED BOOK 7562, PAGE 2169

UPI #67-4-23.38

"NO PARKING" Sign

"35 MPH SPEED

LIMIT" Sign

W E S T P L E A S A N T G R O V E R O A D

SWL

SWL

DSYL

DSYL

SWL

SWL

4"G (R1.1)

4"G (R1.1)

W W W W W W W W W W W W W W W W W W W W W W

12" DIP (R2.1)

12" DIP (R2.1)

W

Ultimate Right-of-Way

IP

59.5'

Legal Right-of-Way

46.25'

Legal Right-of-Way

G G

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO.

DATE:

SCALE:

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1 - 8 0 0 - 2 4 2 - 1 7 7 6 P E N N S Y L V A N I A L A W R E Q U I R E S 3 W O R K I N G D A Y S N O T I C E F O R

CONSTRUCTION PHASE AND 10 WORKING

D A Y S I N D E S I G N S T A G E - S T O P C A L L

CALL BEFORE YOU DIG!

POCS SERIAL NUMBER

20253563456 20260470596

20' 20'1"=20' 0

EXISTING CONDITIONS PLAN

20' 20'1"=20' 0

EXISTING CONDITIONS PLAN

M

AT

C H

L

IN

E

- S

EE

C

-1

TR

UE

NO

RT

H

TR

UE

NO

RT

H

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND AND GENERAL CIVIL NOTES SEE SHEET C-001.

KEY PLAN

H I D D E N

W E S T P L E A S A N T G R O V E R O A D

P O N D W A Y

W I

L M

I N

G T

O N

P I K

E S

R

S

R

E A S T P L E A S A N T G R O V E R O A D

W A

Y O

R V

I S

D R S T E T S O N S C H O O L

S K I L E S B L V D

STETSON

MIDDLE SCHOOL

WESTMINSTER

PRESBYTERIAN

CHURCH

D U N V E G A N

R O A DL A N E

W N I E L S

N E

W S

S T

R E

E T

C-101 C-102 C-103 C-104 C-105

SURVEY NOTES

1. THIS SURVEY HORIZONTALLY REFERENCES NORTH AMERICAN DATUM

OF 1983 NAD83- ADJUSTMENT, 2011 PENNSYLVANIA STATE PLANE,

SOUTH ZONE DERIVED THROUGH GNSS, KEYNETGPS GNSS VRS

NETWORK.

2. THE VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88). DERIVED THROUGH GNSS, KEYNETGPS

GNSS VRS NETWORK.

3. TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE

BASED ON A FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY

CEDARVILLE ENGINEERING GROUP, LLC, ON DECEMBER 26, 29, 2025 &

JANUARY 02, 2026.

4. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON

SUBSURFACE UTILITY INVESTIGATION PERFORMED BY PA ONE CALL

SYSTEM ON DECEMBER 22, 2025 AND ALSO FIELD OBSERVATIONS

SURVEY OF ABOVEGROUND FEATURES, AND RECORD DRAWINGS

PROVIDED BY UTILITY COMPANIES. LOCATIONS OF UNDERGROUND

UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN

HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE

PROGRESS OF THIS SURVEY TO LOCATE BURIED

UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTORS

RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH

OF ALL UTILITY LINES PRIOR TO THE COMMENCEMENT OF ANY

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONTACT ALL

UTILITY COMPANIES IN COMPLIANCE WITH ACT 187 TO VERIFY THE

EXACT LOCATION OF ALL UNDERGROUND UTILITIES. A PA ONE CALL

WAS PERFORMED PRIOR TO FIELD SURVEYING. SERIAL NO.

20253563456.

5. PROPERTY LINES SHOWN ARE BASED ON GIS PARCEL LAYERS AND

ARE NOT THE RESULT OF A BOUNDARY SURVEY.

6. RIGHT-OF-WAY LINES ARE BASED ON RECORDED DEEDS AND PLANS.

UTILITY REFERENCES

R1. PECO, GAS MAP W PLEASANT GROVE RD AND GAS MAP W PLEASANT

GROVE RD PT 2 IMAGE FILES.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY SIZE.

3. UTILITY TYPE AND APPROXIMATE LOCATION.

R2. AQUA PA, PHILADELPHIA SUBURBAN WATER COMPANY, DRAWING NO.

C-5292B THROUGH C-5292G.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

2. UTILITY TYPE, APPROXIMATE LOCATION.

R3. WESTTOWN MS4 MAP.

1. UTILITY TYPE, APPROXIMATE LOCATION.

R4. AQUA PENNSYLVANIA, INC., GREAT VALLEY DIVISION, DRAWING NO.

VV-32, REVISION MARCH 2, 2006.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

R5. PECO, GTVIEWER - GRAPHIC TECHNOLOGIES INC., DATED 2/24/2026.

1. UTILITY TYPE, APPROXIMATE LOCATION, AND SIZE.

UTILITY CONTACTS

COMPANY: CROWN CASTLE

CONTACT: TYLER STEIN

COMPANY: AT&T

CONTACT: PAT SUTTON

COMPANY: AQUA PENNSYLVANIA INC

ADDRESS: 762 LANCASTER AVE

BRYN MAWR, PA 19010

CONTACT: THOMAS WADDY

PHONE: 610-525-1400

COMPANY: COMCAST CABLE

CHESTER COUNTY

ADDRESS: 1250 HADDONFIELD-

BERLIN RD

CHERRY HILL, NJ 08034

CONTACT: MICHAL SOWINSKI

COMPANY: PECO AN EXELON

COMPANY

ADDRESS: 450 S HENDERSON ROAD

SUITE B

KING OF PRUSSIA, PA

19406

CONTACT: NIKKIA SIMPKINS

COMPANY: ZAYO BANDWIDTH

FORMERLY PPL

TELCOM LLC

CONTACT: BRYAN PIERCE

COMPANY: WESTTOWN

TOWNSHIP

ADDRESS: 1039 WILMINGTON PIKE

WEST CHESTER, PA 19382

CONTACT: MARK GROSS

PHONE: 610-633-8909

COMPANY: VERIZON NORTH

PENNSYLVANIA LLC

ADDRESS: 7000 WESTON PKWY

CARY, NC 27513

CONTACT: VICTOR WOOD

PHONE: 919-414-2782

https://www.cedarvilleeng.com/

W I L M

I N G

T O N

P I K E

( R O

U T E 2 0 2 & 3 2 2 )

"NO PARKING" Sign

Street Sign

"NO TRUCK, OVER 96" WIDE,

OR OVER 30 FEET" Signs

"NO TRUCK,

EXCEPT LOCAL

DELIVERIES" Signs

Conc Curb

E P L E A S A N T G R O V E R O A D

W E S T P L E A S A N T G R O V E R O A D

SW

L

SWL

SWL

SWL

SW

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DSYL

DSYL

DSYL

SW

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SW

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SW

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SW

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SW

L

SW

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SW

L SYL

SYL

SWL

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W W W W W W W W

12" DIP (R2.1)

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Pa ve m en t V ar ie s

106.5'

PennD O

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Legal Right-of-Way

.5

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5'

Ultimate Right-of-Way

Legal Right-of-Way

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60'

355354353

351 350

4 355

346345

346347348

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SD Inlet

TOG EL 344.85±

INV OUT 340.43±

SD Inlet

TOG EL 344.92±

INV OUT 340.48±

SD Inlet

TOG EL 345.02±

INV OUT 342.02±

SD Inlet

TOG EL 344.55±

INV IN 340.26±

INV OUT 337.97±

"DO NOT

ENTER" Sign

"DO NOT

ENTER" Sign

"NO PARKING" Sign

O R

V I

S W

A Y

"ROAD NARROWS" Sign

"35 MPH SPEED

LIMIT" Sign

"NO PARKING" Sign

"STOP" Sign

Street Sign

Conc Curb

Conc Curb

"TWO DIRECTION

LARGE ARROW" Sign

ConcCurb

C on c Cu rb ConcCurb

Con c Curb

Con cCur b

N/F

WESTMINSTER PRESBYTERIAN

CHURCH OF WEST CHESTER

DEED BOOK 9243, PAGE 568

UPI #67-4-29.4A

10 W PLEASANT GROVE RD

N/F

ARBORVIEW HOMEOWNERS ASSOCIATION

DEED BOOK 7562, PAGE 2169

UPI #67-4-23.38

12" HDPE

15" RCP

15" RCP

W E S T P L E A S A N T G R O V E R O A D

12" CMP

SWL

SWL

DSYL

SWL

DSYL

SWL

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4"G (R1.2)

SWL

SWL

DSYL

4"G (R1.1)

G G G G G G G G 4"G (R1.2, R2.2)

SW

L

SW

L

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W W

W

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12" DIP (R2.1)

12" DIP (R2.1)

60'Ultimate Right-of-Way

.5

Legal Right-of-Way

46.25'

Legal Right-of-Way

G

SWL

W

Conc Curb

SW

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DSYL

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO.

DATE:

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1 - 8 0 0 - 2 4 2 - 1 7 7 6 P E N N S Y L V A N I A L A W R E Q U I R E S 3 W O R K I N G D A Y S N O T I C E F O R

CONSTRUCTION PHASE AND 10 WORKING

D A Y S I N D E S I G N S T A G E - S T O P C A L L

CALL BEFORE YOU DIG!

POCS SERIAL NUMBER

20253563456 20260470596

20' 20'1"=20' 0

EXISTING CONDITIONS PLAN

20' 20'1"=20' 0

EXISTING CONDITIONS PLAN

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GENERAL SHEET NOTES

1. FOR CIVIL LEGEND AND GENERAL CIVIL NOTES SEE SHEET C-001.

KEY PLAN

H I D D E N

W E S T P L E A S A N T G R O V E R O A D

P O N D W A Y

W I

L M

I N

G T

O N

P I K

E S

R

S

R

E A S T P L E A S A N T G R O V E R O A D

W A

Y O

R V

I S

D R S T E T S O N S C H O O L

S K I L E S B L V D

STETSON

MIDDLE SCHOOL

WESTMINSTER

PRESBYTERIAN

CHURCH

D U N V E G A N

R O A DL A N E

W N I E L S

N E

W S

S T

R E

E T

C-101 C-102 C-103 C-104 C-105

SURVEY NOTES

1. THIS SURVEY HORIZONTALLY REFERENCES NORTH AMERICAN DATUM

OF 1983 NAD83- ADJUSTMENT, 2011 PENNSYLVANIA STATE PLANE,

SOUTH ZONE DERIVED THROUGH GNSS, KEYNETGPS GNSS VRS

NETWORK.

2. THE VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88). DERIVED THROUGH GNSS, KEYNETGPS

GNSS VRS NETWORK.

3. TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE

BASED ON A FIELD…