2-Exhibit A - Modena Townhome Demolition Drawings 3-24-2026 4916-6858-2309 v.1.pdf

Project number

Date

Drawn by

Copyright 2026 Moto Designshop

Title

Sheet

Submission & Revisions

228 Vine St Philadelphia, PA 19106 Ph: 215.592.9300 www.motodesignshop.com

Project:

Owner:

1 2 3 4 5

D

C

B

A

MODENA TOWNHOMES

2-20 MEREDITH COURT

COATESVILLE, PA 19320

BOROUGH OF MODENA

5 WOODLAND AVENUE PO BOX 116

MODENA, PA 19358

MELIORA

259 MORGAIN STREET

PHOENIXVILLE, PA 19460

610.933.0123

Civil Engineer

THE RAMTIN GROUP

915 SPRING GARDEN ST, SUITE 501

PHILADELPHIA, PA 19123

215.995.5057

Structural Engineer

J+M ENGINEERING

11 W THOMPSON ST

PHILADELPHIA, PA 19125

215.454.2662

MEP/FP Engineer

# DATE DESCRIPTION

2026/03/20

MKT

C001

COVER

SHEET

MODENA TOWNHOMES

LOCATION MAP

MODENA BOROUGH, CHESTER COUNTY, PA

CONTACT DATA

1. LANDOWNER:

MEREDITH CT LLC

15 YARMOUTH LN

DOWNINGTOWN, PA 19335

2. ENGINEER:

MARC HENDERSON, PE

MELIORA DESIGN

259 MORGAN STREET

PHOENIXVILLE, PA 19460

610-933-0123

DEMOLITION PACKAGE

TRACT DATA:

PARCEL NO.: 10-4-41.1

ZONING: TOWN CENTER OVERLAY (TC-2)

LOCATION MAP - SCALE 1:12000

SERIAL NO. 20251772694

PROJECT LOCATION

Sheet List Table

Sheet Number Sheet Title

C001 COVER SHEET

C100 EXISTING CONDITIONS PLAN

C110 GENERAL NOTES & CONSTRUCTION SEQUENCE

C111 EROSION & SEDIMENT CONTROL NOTES

C112 EROSION & SEDIMENT CONTROL PLAN

C113 EROSION & SEDIMENT CONTROL DETAILS

C120 DEMOLITION PLAN

04/08/2026

MULTICORELINK:26004_EXISTING CONDITIONS PLAN-C100 EXISTING CONDITIONS PLAN

MULTICORELINK:26004_EXISTING CONDITIONS PLAN-C100 EXISTING CONDITIONS PLAN

MULTICORELINK:26004_EROSION & SEDIMENT CONTROL NOTES & DETAILS (DEMO)-C111 EROSION & SEDIMENT CONTROL NOTES MULTICORELINK:26004_EROSION & SEDIMENT CONTROL NOTES & DETAILS (DEMO)-C111 EROSION & SEDIMENT CONTROL NOTES MULTICORELINK:26004_EROSION & SEDIMENT CONTROL PLAN-C111 EROSION & SEDIMENT CONTROL PLAN MULTICORELINK:26004_EROSION & SEDIMENT CONTROL PLAN-C111 EROSION & SEDIMENT CONTROL PLAN

MULTICORELINK:26004_EROSION & SEDIMENT CONTROL NOTES & DETAILS (DEMO)-C112

MULTICORELINK:26004_EROSION & SEDIMENT CONTROL NOTES & DETAILS (DEMO)-C112

MULTICORELINK:26004_DEMOLITION PLAN-C120 DEMOLITION PLAN

MULTICORELINK:26004_DEMOLITION PLAN-C120 DEMOLITION PLAN

.5

0'

273.6

273.7

273.4

273.4

273.7

273.5

273.6

273.6

273.5

273.48

273.49

273.50

273.45

273.42

273.12

273.06

273.41

273.57

273.61

273.75

273.62 273.55

273.88 273.72

273.45

273.32

272.95

273.03

273.65

274.0

273.59273.60

273.30

273.18

272.81

272.90 272.86

272.76

273.26

273.19 273.46

273.49

273.39 273.02

273.26

272.88

272.92

272.4

272.5 272.6

FF=272.90

273.3

273.3

273.1

273.72 273.77

273.7 273.8

273.5

273.9 273.9

273.8

273.5 273.5

273.4

273.7 273.3

273.5 273.3 273.7 273.2

273.3273.2 273.2

273.4

273.1

273.3 273.6

274.0

274.0273.7

273.7

273.4

273.5

274.0

273.1

273.4

273.7

277.3

274.3

273.9273.9

274.2

274.2

274.1

272.6

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

6' WOODEN FENCE

6' CHAIN LINK GATE

3' WOODEN FENCE 3' WOODEN FENCE

GRASS

AREA

GRASS

AREA

GRASS

AREA

PAVEMENT WALK PAVEMENT WALK

4SW SOMASTIC 4SW SOMASTIC

3' WOODEN FENCE

3' WOODEN FENCE

6' C

HA

IN

L

IN

K

FE

NC

E

6' C

HA

IN

L

IN

K

FE

NC

E

6'

CHAI

N LI

NK

FE

NCE

3' BARB WIRE FENCE

VEGETATION

AREA

VEGETATION

AREA

CO

CO

CO CO

CO

CO

CO

1 STORY

BRICK BUILDING

(HEIGHT +16')

S 58°15'00" E 21.54'

S

°1 6'

" W

.5

9'

S 60°44'00" E 38.33'

S

°1 6'

" W

.0

0'

N 60°44'00" W 200.94'

N

°5 6'

" E

4.

.1

8'

117.87'

RAIL ROAD TRACKS

GRAVEL

AREA

GRAVEL

AREA

CONCRETE PAD

CONCRETE PAD

CONC.

AREA

SANITARY MH

RIM ELEV.= 273.62

INV.A= 268.17' (6"CIP)

INV.B= 268.06 (6"CIP)

A

BDRAIN

TG= 273.47

INV= 271.74'

TRENCH DRAIN

GATE GATE

DUMPSTER

SPEED LIMIT SIGN

CONC. STEPS CONC. STEPS CONC. STEPS CONC. STEPS CONC. STEPS

PLAYGROUND

WOODEN RAMPOVERHANG OVERHANG

OVERHANG OVERHANG OVERHANG

7.

1.74'

41.97'

.4

2' 10.92'

9.36'

UPI 10-4-41.3

N/F JEFFREY A. MORRISON & JAIME IDROVO

D.B. 9543, PG. 1796

UPI 10-4-41.4

N/F JEFFREY A. MORRISON & JAIME IDROVO

D.B. 9543, PG. 1801

UPI 10-4-41

N/F GRANT H. CLARK

D.B. 10741, PG. 2294

UPI 10-4-41.5

N/F GRANT H. CLARK

D.B. 10047, PG. 1259

UPI 10-4-34

N/F VALLEY PAPER MILLS INC.

D.B. Q37, PG. 684

P.O.B.

MEREDITH COURT

(33' WIDE R.O.W. )

D.B. 10414, PG. 1086

FF=276.56FF=276.58FF=276.60FF=276.63

FF=276.64FF=276.67

FF=276.66

FF=276.67FF=275.39 FF=276.66

FF=276.76 FF=276.71 FF=276.74FF=276.79 FF=276.76 FF=276.66

FF=276.72 FF=276.68 FF=276.70 FF=276.70

.5

0'

.5 0'

TITLE LINE

RIGHT OF WAY LINE

A

B

RIGHT OF WAY LINE

S 51°53'00" E

0.61'

.0

4'

.0

3'

.0

0'

.0

4'

4.04'

.9

6'

.0

7'

4.05'

.9

1'

.0

6'

.0

1'

.0

3'

.9

8'

.0

0'

2 STORY

BRICK BUILDING

(HEIGHT +27')

MULTI FAMILY DWELLING

(ABANDONED)

UPI 10-4-41.1

N/F MEREDITH CT LLC

D.B. 10414, PG. 1086

#20 #18 #16 #14 #12 #10 #8 #6 #4 #2

WOOD DECK WOOD DECK WOOD DECK WOOD DECK

WOOD DECKWOOD DECKWOOD DECKWOOD DECKWOOD DECK

CONC STEPSCONC STEPS WOOD STEPS

CONC STEPS

UPI 10-4-33

N/F ISG RAILWAYS INC

D.B. 5718, PG. 330

UP# 9918

UP# 9917

TEMPORARY BENCHMARK

MAG NAIL SET

ELEV= 273.67

TEMPORARY BENCHMARK

HUB & TACK SET

ELEV= 274.82

3.92'

C

19.92' 19.92'

140.22'

19.97'

8.00'

20.03'

7.99'

20.07'

7.98'8.02'

Project number

Date

Drawn by

Copyright 2026 Moto Designshop

Title

Sheet

Submission & Revisions

228 Vine St Philadelphia, PA 19106 Ph: 215.592.9300 www.motodesignshop.com

Project:

Owner:

1 2 3 4 5

D

C

B

A

MODENA TOWNHOMES

2-20 MEREDITH COURT

COATESVILLE, PA 19320

BOROUGH OF MODENA

5 WOODLAND AVENUE PO BOX 116

MODENA, PA 19358

MELIORA

259 MORGAIN STREET

PHOENIXVILLE, PA 19460

610.933.0123

Civil Engineer

THE RAMTIN GROUP

915 SPRING GARDEN ST, SUITE 501

PHILADELPHIA, PA 19123

215.995.5057

Structural Engineer

J+M ENGINEERING

11 W THOMPSON ST

PHILADELPHIA, PA 19125

215.454.2662

MEP/FP Engineer

# DATE DESCRIPTION

2026/03/20

MKT

C100

EXISTING

CONDITIONS

PLAN

1 INCH = 10 FEET

10 0 10 20

GENERAL NOTES:

1. A FIELD SURVEY OF THE SITE WAS PERFORMED IN FEBRUARY 2026.

2. THIS SITE IS CURRENTLY ZONED TC-2 TOWN CENTER OVERLAY IN THE BOROUGH OF MODENA. FOR

COMPLETE ZONING INFORMATION PLEASE REFER TO THE ZONING CODE OF THE BOROUGH OF

MODENA AS CURRENTLY AMENDED.

3. VERTICAL DATUM AS SHOWN HEREON IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

4. THE HORIZONTAL DATUM FOR THE PLANIMETRIC FEATURES AND COORDINATES SHOWN ON THIS

PLAN REFERENCE THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE AS

REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (PA SPCS-S

NAD83-2011).

5. BOUNDARY INFORMATION SHOWN ON THIS PLAN REFERENCES THE DEED OF RECORD.

6. THIS PLAN WAS PREPARED IN ACCORDANCE WITH INSTRUCTIONS FROM THE CLIENT.

7. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.

8. REFERENCE IS MADE TO PENNSYLVANIA ONE CALL SYSTEM AND ASSIGNED SERIAL NUMBER

20260200606 IN ACCORDANCE WITH PA ACT OF 1974 AS AMENDED BY ACT 121 OF 2008.

(800-242-1776).

9. NO ATTEMPT WAS MADE TO LOCATE THE UNDERGROUND UTILITIES WHICH MAY EXIST ON THIS PROPERTY. THIS PLAN DOES NOT CERTIFY TO THE LOCATION, BOTH HORIZONTAL AND VERTICAL OF

ANY UNDERGROUND FEATURE OR STRUCTURE WHICH HAS NOT BEEN EXPOSED FOR DIRECT

MEASUREMENT. LOCATIONS OF SUBSURFACE CONDITIONS SUCH AS UTILITIES, TANKS, DISPOSAL

SYSTEMS,ETC ARE NOT REPRESENTED HEREON.

10. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO

REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE:

EASEMENTS, OTHER THAN POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING OF THIS SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS;

ZONING OR OTHER LAND USE REGULATIONS; AND ANY OTHER FACTS THAT AN ACCURATE TITLE

SEARCH MAY DISCLOSE.

11. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OR RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS

THAT AN ACCURATE TITLE SEARCH MAY DISCLOSE.

12. THE WORD "CERTIFY" AS USED IN ITS VARIOUS FORMS HEREON, IS UNDERSTOOD TO BE AN

EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, WHICH IS BASED ON HIS BEST

KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH, IT CONSTITUTES NEITHER A GUARANTEE OR

WARRANTY, EITHER EXPRESSED OR IMPLIED.

13. SHOWN LINES REPRESENT THE SURVEYED PROPERTY BOUNDARY. APPARENT PHYSICAL

IMPROVEMENTS CROSSING THESE LINES ARE NOTED AND DEPICTED FOR INFORMATIONAL

PURPOSES ONLY IN THE TABLE BELOW. THIS SURVEY DOES NOT CONSTITUTE A LEGAL

DETERMINATION OF ENCROACHMENT OR OWNERSHIP.

A FENCE EXTENDS 9.4' OVER PROPERTY LINE ONTO 1004 00340000.

B PLAYGROUND EXTENDS 10.9' OVER PROPERTY LINE ONTO 1004 00340000.

C PLAYGROUND EXTENDS 3.9' OVER PROPERTY LINE ONTO 1004 00410100

14. THIS PLAN WAS COMPLETED IN ACCORDANCE WITH SECTION E - STANDARDS FOR BOUNDARY AND TOPOGRAPHIC SURVEYS IN THE "STANDARDS OF PRACTICE FOR PROFESSIONAL LAND SURVEYORS

IN THE COMMONWEALTH OF PENNSYLVANIA" AS ADOPTED BY THE PENNSYLVANIA SOCIETY OF

LAND SURVEYORS ON NOVEMBER 19, 2021.

FLOOD ZONE INFORMATION:

BY GRAPHIC PLOTTING ONLY, SUBJECT PARCEL AREA IS LOCATED IN ZONE AE OF THE FLOOD

INSURANCE RATE MAP, PANEL NO. 195 OF 380, COMMUNITY MAP NO. 42029C0195G WHICH BEARS AN EFFECTIVE DATE OF SEPTEMBER 29, 2017. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY

FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY.

CONTOUR

UTILITY POLE

SPOT ELEVATION

PROPERTY LINE

ADJACENT PROPERTY LINE

LEGEND

BUILDING

SIDEWALK

CONCRETE

46.34 x

OVERHEAD ELECTRIC

FENCE

BUSH

DECIDUOUS TREE

UNDERGROUND GAS

TREE LINE

PAVEMENT

SANITARY SEWER CLEANOUT

STORM ROOF DRAIN

CO

MAILBOX

POST

GRAVEL

SANITARY MANHOLE

UNIDENTIFIED JUNCTION BOX

RIGHT-OF-WAY LINE

HANDRAIL

04/08/2026

C110

GENERAL NOTES &

CONSTRUCTION

SEQUENCE

Project number

Date

Drawn by

Copyright 2026 Moto Designshop

Title

Sheet

Submission & Revisions

228 Vine St Philadelphia, PA 19106 Ph: 215.592.9300 www.motodesignshop.com

Project:

Owner:

1 2 3 4 5

D

C

B

A

MODENA TOWNHOMES

2-20 MEREDITH COURT

COATESVILLE, PA 19320

BOROUGH OF MODENA

5 WOODLAND AVENUE PO BOX 116

MODENA, PA 19358

MELIORA

259 MORGAIN STREET

PHOENIXVILLE, PA 19460

610.933.0123

Civil Engineer

THE RAMTIN GROUP

915 SPRING GARDEN ST, SUITE 501

PHILADELPHIA, PA 19123

215.995.5057

Structural Engineer

J+M ENGINEERING

11 W THOMPSON ST

PHILADELPHIA, PA 19125

215.454.2662

MEP/FP Engineer

# DATE DESCRIPTION

2026/03/20

MKT

GENERAL CONSTRUCTION NOTES

1. WORK TO BE DONE IN ACCORDANCE WITH STANDARD SPECIFICATIONS, APPROVED DRAWINGS, AND REGULATIONS OF PENNDOT SPECIFICATIONS (PUB 408), PENNDOT ROADWAY CONSTRUCTION STANDARDS (RC DRAWINGS), PENNDOT

TRAFFIC STANDARDS (TC DRAWINGS), AND SPECIAL PROVISIONS OF THE PROJECT.

2. PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 121 (2008), AS AMENDED, THE CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST 3 DAYS PRIOR TO EXCAVATION.

3. UTILITIES SHOWN ARE TAKEN FROM PUBLIC RECORD AND SUBSURFACE UTILITY LOCATION PERFORMED DURING SITE SURVEY. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, MATERIAL, AND DEPTH OF ALL UTILITIES.

4. THE CONTRACTOR WILL REPLACE ANY DISTURBED PAVEMENT MARKINGS. THE MATERIAL OF ALL REPLACEMENT

PAVEMENT MARKINGS MUST BE THERMOPLASTIC.

5. THE CONTRACTOR WILL REMOVE ANY EXISTING ABANDONED UTILITIES ENCOUNTERED DURING CONSTRUCTION THAT

ARE IN CONFLICT WITH PROPOSED CONSTRUCTION.

6. QUANTITIES SHOWN ARE APPROXIMATE, FOR BIDDING PURPOSES ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR

IN THE FIELD.

7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL PLAN APPROVED FOR THIS PROJECT. A COPY OF THE APPROVED PLAN MUST BE ON SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY ADDITIONAL EROSION CONTROL MEASURES THAT MAY BE REQUIRED AS CONSTRUCTION PROGRESSES. THE CONTRACTOR IS REQUIRED TO CONTACT THE BOROUGH TO

IMPLEMENT ANY REVISIONS TO THE APPROVED PLAN.

8. NO OBJECTS SHALL BE PLACED, PLANTED, OR SET WITHIN THE AREA OF ANY EASEMENT OR RIGHT-OF-WAY THAT WOULD

ADVERSELY IMPACT THE FUNCTION OF THE EASEMENT OR RIGHT-OF-WAY.

9. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE BUILDING. SPOT ELEVATIONS REFERENCE THE

BOTTOM OF CURB AND FINISHED GROUND SURFACES UNLESS OTHERWISE NOTED.

10. ALL WORK DEPICTED ON THESE PLAN SHEETS IS TO BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE

NOTED.

11. THE CONTRACTOR WILL BE RESPONSIBLE TO ATTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ENGINEERING, CONSTRUCTION INSPECTION, AND ADA RAMP INSPECTION SERVICES.

12. ALL WORK AND ALL ACCESSIBLE PATHWAYS SHALL BE IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT - ACCESSIBILITY GUIDELINES AS ENFORCED BY THE DEPARTMENT OF JUSTICE AND THE DEPARTMENT OF

TRANSPORTATION.

13. THE CONTRACTOR WILL VERIFY ALL BASELINES AND POINTS OF CONSTRUCTION, THE LOCATION OF ALL NEW

CONSTRUCTION, AND VERIFY ALL SETBACKS, OFFSETS AND CLEARANCES.

14. THE CONTRACTOR WILL MAINTAIN ALL UTILITY SERVICES TO PERMANENT AND TEMPORARY FACILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR WILL PROVIDE A WRITTEN CONSTRUCTION SEQUENCE PLAN AND COORDINATE ANY REQUIRED BREAKS IN UTILITY SERVICE WITH THE OWNER AND THE APPROPRIATE UTILITY PRIOR TO COMMENCING ANY

WORK REQUIRING A BREAK IN UTILITY SERVICES.

15. THE CONTRACTOR MUST PROVIDE AND MAINTAIN SAFE PEDESTRIAN CIRCULATION DURING CONSTRUCTION.

16. THE CONTRACTOR WILL ESTABLISH AND MAINTAIN TEMPORARY BENCHMARKS ON-SITE AS REQUIRED DURING

CONSTRUCTION.

17. THE CONTRACTOR WILL SAWCUT ALL OPENINGS IN EXISTING PAVEMENT AS REQUIRED FOR DEMOLITION AND TRENCH OPENINGS WHEN SURROUNDING EXISTING PAVEMENT IS TO REMAIN IN PLACE AS FINAL PAVING.

18. THE CONTRACTOR WILL ENDEAVOR TO MINIMIZE THE AMOUNT OF EARTH DISTURBANCE DURING CONSTRUCTION.

19. THE CONTRACTOR WILL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES DURING CONSTRUCTION AND IN PERMANENT

CONDITIONS.

20. THE CONTRACTOR WILL PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING ELEMENTS. ADJUST PROPOSED GRADES AND/OR SAWCUT EXISTING PAVEMENTS TO PROVIDE A SMOOTH FIT AND CONTINUOUS GRADE.

21. UTILITY AND STORM LINES ARE TO BE CLEANED BY THE CONTRACTOR PRIOR TO PLACING LINES IN SERVICE. THE CLEANING METHOD IS TO ELIMINATE ANY CONSTRUCTION MATERIAL AND DEBRIS FROM THE SYSTEM. THE

CONTRACTOR WILL OBTAIN APPROVAL OF THE CLEANING METHOD FROM THE OWNER.

22. ALL CONSTRUCTED SOIL SLOPES SHALL BE 2:1 OR FLATTER.

23. EXCESS TOPSOIL IS NOT AVAILABLE ON-SITE. ALL DISTURBED AREAS NOT STABILIZED WITH PAVING WILL RECEIVE 6" OF

NEW TOPSOIL MATERIAL.

24. ALL SITE ACCESSIBILITY FEATURES WILL COMPLY WITH ICC/ANSI117.1-2003.

25. SEE STRUCTURAL DRAWINGS FOR THE CONCRETE AND FOUNDATION DESIGN CRITERIA AND NOTES FOR ITEMS RELATED

TO STRUCTURAL WORK.

26. NUMERICAL DIMENSIONS AND ELEVATIONS SHOWN SHALL SUPERCEDE ANY DISCREPANCY IN THE SCALING OF THE

DRAWINGS.

27. CONTRACTOR TO PROVIDE TEMPORARY 6'-0" CHAIN LINK CONSTRUCTION FENCE AND ACCESS GATES ALONG PROJECT BOUNDARY. SECURITY OF THE CONSTRUCTION SITE IS THE RESPONSIBILITY OF THE CONTRACTOR.

28. ANY ADDITIONAL DISTURBANCE OUTSIDE THE LIMITS OF WORK AS A RESULT OF THE CONTRACTOR'S WORK SHALL BE

REPAIRED/REPLACED/RESTORED AT THE CONTRACTOR'S EXPENSE.

29. PROTECT ALL EXISTING TREES TO REMAIN. SEE EROSION & SEDIMENT CONTROL PLAN FOR TREE PROTECTION.

30. SEE PLAN FOR LIGHTING DEMOLITION. CONDITIONS VARY. ALL LIGHTING TO REMAIN SHALL BE PROTECTED.

31. CONTRACTOR IS RESPONSIBLE FOR PROVIDING REPLACEMENT FOUNDATIONS, POLES, AND FIXTURES IF DAMAGE

OCCURS TO SITE LIGHTING TO REMAIN OR NEW FIXTURES PRIOR TO PROJECT COMPLETION.

32. UTILITY MANHOLES OR STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION AND BROUGHT UP TO PROPOSED

GRADE, AS NEEDED.

33. CONTRACTOR TO PROVIDE ALL MATERIALS AND UTILITIES AS REQUIRED TO COMPLETE THEIR WORK. NO ON-SITE UTILITIES WILL BE AVAILABLE FOR THEIR USE, INCLUDING POWER, WATER, AND SANITARY FACILITIES.

34. INCOMING AND OUTGOING TRAFFIC FROM LOCAL BUSINESSES SHALL NOT BE IMPEDED IN ANY WAY. CONSTRUCTION

VEHICLES SHALL ONLY PARK IN DESIGNATED AREAS.

CONSTRUCTION SEQUENCE

THE CONSTRUCTION PLANS HAVE BEEN DEVELOPED BASED ON AVAILABLE INFORMATION PROVIDED BY THE OWNER. THE PROJECT AREA INCLUDES EXISTING UTILITIES OF UNKNOWN LOCATION AND DEPTH. ACTUAL CONDITIONS MAY DIFFER FROM THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONDITIONS PRIOR TO INITIATING WORK, AND FOR NOTIFYING OWNER IMMEDIATELY UPON BECOMING AWARE OF POTENTIAL CONFLICTS OR VARIATIONS IN CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL UTILITY AND STRUCTURE LOCATIONS AND ELEVATIONS AS

REQUIRED FOR CONSTRUCTION.

THE SITE WORK INCLUDES THE CONSTRUCTION OF MULTIPLE COMPONENTS INCLUDING BUT NOT LIMITED TO:

· INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES

· DEMOLITION OF ASSOCIATED SITE FEATURES AND REMOVAL OF PAVEMENT

· RESTORATION OF THE SITE TO FINAL GRADES AND MATERIALS AS INDICATED ON THE PLANS DOCUMENTATION FOR THESE SITE COMPONENTS IS PROVIDED ON MULTIPLE PLAN SHEETS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ALL SITE IMPROVEMENTS IN A MANNER TO AVOID CONFLICTS AND DAMAGE TO EXISTING SYSTEMS OR SITE COMPONENTS THAT HAVE BEEN INSTALLED AS PART OF THIS PROJECT.

UPON COMPLETION OR TEMPORARY CESSATION OF EARTH DISTURBANCE ACTIVITIES OR ANY STAGE THEREOF, THE PROJECT SHALL BE IMMEDIATELY STABILIZED WITH THE APPROPRIATE TEMPORARY OR PERMANENT STABILIZATION.

2. STATE LAW REQUIRES A MINIMUM THREE BUSINESS DAYS NOTICE , BUT NOT MORE THAN TEN BUSINESS DAYS, PRIOR TO THE START OF EARTH DISTURBANCE ACTIVITIES, ORDER A UTILITY MARK OUT UTILIZING THE PENNSYLVANIA ONE CALL SYSTEM. SITE UTILITIES MUST BE FIELD LOCATED AND MARKED BEFORE THE START OF ANY SITE WORK, INCLUDING

ALL PRIVATE UTILITIES. CONFIRM LOCATIONS AND INVERTS.

3. AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE FOLLOWING, AS APPLICABLE: CONSERVATION DISTRICT, BOROUGH ENGINEER, OWNER AND DESIGN ENGINEER. THE PROJECT DISTURBANCE AREA SHALL BE REVIEWED AT THIS MEETING. NO EARTH DISTURBANCE MAY CAN BEGIN WITHOUT THE EROSION CONTROLS BEING APPROVED BY THE CONSERVATION DISTRICT.

4. UPON COMPLETION OR TEMPORARY CESSATION OF THE EARTH DISTURBANCE ACTIVITY THAT WILL EXCEED 4 DAYS, OR ANY STAGE THEREOF, THE PROJECT SITE SHALL BE IMMEDIATELY STABILIZED WITH THE APPROPRIATE TEMPORARY OR

PERMANENT STABILIZATION.

5. INSTALL COMPOST SOCK, TREE PROTECTION, AND TEMPORARY CONSTRUCTION FENCING AS SHOWN ON THE PLAN. NO

DISTURBANCE CAN TAKE PLACE OUTSIDE OF THE LIMIT OF DISTURBANCE.

6. INSTALL INLET PROTECTION PRIOR TO ANY LAND-DISTURBING ACTIVITIES FOR ALL AREAS DRAINS OR SURFACE INLETS.

THE INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE SITE HAS BEE STABILIZED.

7. INSTALL ROCK CONSTRUCTION ENTRANCES WITH STREET SWEEPING AS SHOWN ON PLANS.

8. REMOVE TREES AND OTHER VEGETATION IDENTIFIED ON THE PLAN TO INSTALL ANY REMAINING EROSION CONTROL

MEASURES.

9. CLEAR AND GRUB AREAS AS NECESSARY WITHIN THE LIMIT OF DISTURBANCE FOR THE PROPOSED PROJECT.

10. MOVE TOPSOIL ONLY IN AREAS TO BE GRADED. TOPSOIL IS TO REMAIN SEPARATE FROM SUBSOIL MATERIAL. TOPSOIL IS

NOT TO LEAVE THE SITE WITHOUT WRITTEN PERMISSION OF OWNER.

11. DEMOLISH SITE FEATURES PER DEMOLITION PLAN.

12. BEGINNING WORK FROM UPSLOPE AREA OF SITE, REMOVE EXISTING ASPHALT AND PAVEMENT AND PERFORM ROUGH

GRADING.

13. PERFORM FINAL SITE GRADING.

14. PERFORM LANDSCAPE RESTORATION.

15. PLACE EROSION CONTROL BLANKET AS SHOWN ON THE PLAN.

16. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED (VEGETATED AREAS SHALL BE CONSIDERED PERMANENTLY STABILIZED WHEN A UNIFORM 70% VEGETATIVE COVER OF EROSION RESISTANT PERENNIAL SPECIES HAS BEEN

ACHIEVED), NOTIFY THE BOROUGH ENGINEER.

17. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL NOT BE REMOVED WITHOUT THE

AUTHORIZATION OF THE BOROUGH.

18. AREAS DISTURBED DURING REMOVAL OF THE SEDIMENT CONTROLS MUST ALSO BE STABILIZED IMMEDIATELY.

19. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT APPROPRIATE REGULATORY AGENCIES FOR A FINAL

INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

20. REMOVE TEMPORARY EROSION CONTROL MEASURES AS APPROPRIATE.

21. THE NPDES NOTICE OF TERMINATION (N.O.T.) MUST BE SUBMITTED TO PA DEP UPON COMPLETION OF CONSTRUCTION

(WHEN APPLICABLE).

C111

EROSION &

SEDIMENT

CONTROL NOTES

Project number

Date

Drawn by

Copyright 2026 Moto Designshop

Title

Sheet

Submission & Revisions

228 Vine St Philadelphia, PA 19106 Ph: 215.592.9300 www.motodesignshop.com

Project:

Owner:

1 2 3 4 5

D

C

B

A

MODENA TOWNHOMES

2-20 MEREDITH COURT

COATESVILLE, PA 19320

BOROUGH OF MODENA

5 WOODLAND AVENUE PO BOX 116

MODENA, PA 19358

MELIORA

259 MORGAIN STREET

PHOENIXVILLE, PA 19460

610.933.0123

Civil Engineer

THE RAMTIN GROUP

915 SPRING GARDEN ST, SUITE 501

PHILADELPHIA, PA 19123

215.995.5057

Structural Engineer

J+M ENGINEERING

11 W THOMPSON ST

PHILADELPHIA, PA 19125

215.454.2662

MEP/FP Engineer

# DATE DESCRIPTION

2026/03/20

MKT

GENERAL EROSION AND SEDIMENT CONTROL NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE

WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL

OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE CONTRACTOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL/REGULATORY OFFICIALS AND THE

E&S PLAN PREPARER TO AN ON-SITE PRECONSTRUCTION MEETING.

3. STATE LAW REQUIRES A MINIMUM THREE DAY BUSINESS DAY NOTICE, BUT NOT MORE THAN TEN BUSINESS DAYS, PRIOR TO EARTH DISTURBANCE. ORDER A UTILITY MARK OUT UTILIZING THE PENNSYLVANIA ONE CALL SYSTEM. SITE UTILITIES MUST BE FIELD LOCATED AND MARKED BEFORE THE START OF ANY SITE WORK, INCLUDING ALL PRIVATE UTILITIES. CONFIRM LOCATIONS AND

INVERTS.

4. THE BOROUGH ENGINEER SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION OR INSTALLATION OPERATION, IN ORDER THAT PROVISION MAY BE MADE FOR INSPECTION.

5. CONSTRUCTION AND INSTALLATION OPERATIONS SHALL ALSO BE SUBJECT TO INSPECTION BY BOROUGH OFFICIALS DURING THE

PROGRESS OF THE WORK AND THE CONTRACTOR SHALL PAY FOR ALL INSPECTIONS.

6. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS.

DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL REGULATORY AUTHORITIES PRIOR TO

IMPLEMENTATION.

7. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND

OTHER OBJECTIONABLE MATERIAL.

8. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED

AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

9. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING

OPERATIONS BEGIN.

10. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL

NOT EXCEED 10 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

11. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL AUTHORITY HAVING JURISDICTION.

12. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S (PADEP) SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS

SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

13. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE

DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

14. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING

AS CLEAN FILL DUE TO ANALYTICAL TESTING.

15. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER

UNDISTURBED VEGETATED AREAS.

16. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE PROPERLY MAINTAINED. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS 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.

17. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF

INSPECTION.

18. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

19. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.

20. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES — 6 TO 12 INCHES ON

COMPACTED SOILS — PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

21. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE

WITH LOCAL REQUIREMENTS OR CODES.

22. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

23. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS

THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

24. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.

25. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

26. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND

SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

27. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN

COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

28. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

29. WEED-FREE HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN.

30. TEMPORARY SEEDING SHALL CONSIST OF OATS (AVERE SATIVA) IN SPRING AND/OR SUMMER, AND WINTER WHEAT IN FALL AND/OR WINTER. SEED MIXED SHALL CONTAIN A MINIMUM OF 85% LIVE SEED. APPLICATION RATE IS TO BE 30 LBS. PER ACRE OR 10 LBS. PER 1000 S.F.. TEMPORARY SEEDING SHALL BE APPLIED TO THOSE AREAS THAT ARE A POTENTIAL EROSION RISK AND THOSE AREAS

WHERE CONSTRUCTION ACTIVITIES HAVE ENDED.

31. 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. CUT AND FILL SLOPES SHALL BE CAPABLE

OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

32. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL

THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE REGULATORY AUTHORITIES.

33. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OPERATOR SHALL CONTACT THE ENGINEER FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

34. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS, AS APPLICABLE. AREAS DISTURBED

DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

35. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OPERATOR SHALL CONTACT THE REGULATORY AUTHORITIES TO SCHEDULE A FINAL INSPECTION.

36. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

ADDITIONAL NOTES

1. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN NO CASE SHALL IT BE

ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

2. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES.

3. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL

RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

4. CHANNELS HAVING RIPRAP, RENO MATTRESS, OR GABION LININGS MUST BE SUFFICIENTLY OVER-EXCAVATED SO THAT THE DESIGN

DIMENSIONS WILL BE PROVIDED AFTER PLACEMENT OF THE PROTECTIVE LINING.

5. SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER DEBRIS HAVING POTENTIAL TO CLOG THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE SURFACE WATERS.

6. SEDIMENT BASINS SHALL BE PROTECTED FROM UNAUTHORIZED ACTS BY THIRD PARTIES.

7. ANY DAMAGE THAT OCCURS IN WHOLE OR IN PART AS A RESULT OF BASIN OR TRAP DISCHARGE SHALL BE IMMEDIATELY REPAIRED

BY THE PERMITTEE IN A PERMANENT MANNER SATISFACTORY TO THE MUNICIPALITY AND/OR LOCAL CONSERVATION DISTRICT.

8. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN AS-BUILT (RECORD DRAWINGS) FOR ANY SEDIMENT

BASIN OR TRAP TO THE BOROUGH INSPECTOR OR LOCAL CONSERVATION DISTRICT.

9. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER

AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

10. FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE

STONES, AND OTHER OBJECTIONABLE MATERIALS. THE EMBANKMENT SHALL BE COMPACTED IN MAXIMUM 6" LAYERED LIFTS AT

95% DENSITY.

RECYCLING PROGRAM

1. THE CONTRACTOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN

ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS 25 PA CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP OR DISCHARGE ANY BUILDING MATERIAL OR WASTES.

CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO, EXCESS SOIL MATERIALS, BUILDING MATERIAL, CONCRETE WASH

WATER, SANITARY WASTES, ETC., WHICH COULD ADVERSELY IMPACT WATER QUALITY.

OPERATION AND MAINTENANCE

1. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION & MAINTENANCE OF ALL E&S AND STORMWATER MANAGEMENT

FACILITIES DURING CONSTRUCTION. UPON FINAL APPROVAL AND ACCEPTANCE OF THE PROJECT BY THE OWNER, THE OWNER WILL

ASSUME RESPONSIBILITY FOR ALL LONG-TERM MAINTENANCE.

2. A WRITTEN MAINTENANCE REPORT MUST BE KEPT AT THE SITE DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO ENSURE THAT THIS OPERATION & MAINTENANCE SCHEDULE BE MAINTAINED AND LOGGED.

TEMPORARY STABILIZATION NOTES

1. EROSION CONTROL BLANKET SHALL BE INSTALLED WHERE INDICATED ON THE PLANS.

2. WEED-FREE HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE OR PER PLANTING SPECIFICATION. STRAW MULCH

SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. HAY OR MULCH IS NOT A SUBSTITUTION FOR ECB WHERE

INDICATED ON PLANS.

3. TEMPORARY SEEDING SHALL CONSIST OF OATS (AVERE SATIVA) IN SPRING AND/OR SUMMER, AND WINTER WHEAT IN FALL AND/OR WINTER. SEED MIXED SHALL CONTAIN A MINIMUM OF 85% LIVE SEED. APPLICATION RATE IS TO BE 30 LBS. PER ACRE OR 10 LBS. PER 1000 S.F.. TEMPORARY SEEDING SHALL BE APPLIED TO THOSE AREAS THAT ARE A POTENTIAL EROSION RISK AND THOSE AREAS

WHERE CONSTRUCTION ACTIVITIES HAVE ENDED.

E&S CONTROL SEQUENCE OF BMP INSTALLATION

1. PRIOR TO EARTH DISTURBANCE ACTIVITIES, EROSION AND SEDIMENTATION CONTROL BMPS SHALL BE INSTALLED ACCORDING TO

THIS SEQUENCE.

2. INSTALL ROCK CONSTRUCTION ENTRANCE AS SHOWN PRIOR TO DEMOLITION OF THE SITE.

3. INSTALL CONSTRUCTION FENCE, INLET PROTECTION, AND COMPOST SOCK AS SHOWN ON THE PLAN. NO DISTURBANCE CAN TAKE

PLACE OUTSIDE OF THE LIMIT OF DISTURBANCE.

4. APPLY TOPSOIL, FINE GRADE, AND INSTALL EROSION CONTROL BLANKET.

5. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED (VEGETATIVE AREAS SHALL BE CONSIDERED PERMANENTLY STABILIZED WHEN

A UNIFORM 70% VEGETATIVE COVER OF EROSION RESISTANT PERENNIAL SPECIES HAS BEEN ACHIEVED), REMOVE TEMPORARY EROSION AND SEDIMENTATION CONTROLS. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST ALSO BE STABILIZED

IMMEDIATELY.

6. UPON SITE STABILIZATION, COMPOST SOCKS MAY BE REMOVED. PLACE COMPOST AS DIRECTED BY THE PROJECT COORDINATOR

AND DISPOSE OF THE GEOTEXTILE SOCK.

524 LF CONSTRUCTION FENCE

13,515 SF PROJECT LIMIT

OF DISTURBANCE (0.31 AC)

1000 SF ROCK CONSTRUCTION ENTRANCE 524 LF 12"Ø COMPOST FILTER SOCK #1

79 LF 12"Ø COMPOST FILTER SOCK #2

38 LF 12"Ø COMPOST FILTER SOCK #3

273.6

273.7

273.4

273.4

273.7

273.5

273.6

273.6

273.5

273.48

273.49

273.50

273.45

273.42

273.12

273.06

273.41

273.57

273.61

273.75

273.62 273.55

273.88 273.72

273.45

273.32

272.95

273.03

273.65

274.0

273.59273.60

273.30

273.18

272.81

272.90 272.86

272.76

273.26

273.19 273.46

273.49

273.39 273.02

273.26

272.88

272.92

272.4

272.5 272.6

FF=272.90

273.3

273.3

273.1

273.72 273.77

273.7 273.8

273.5

273.9 273.9

273.8

273.5 273.5

273.4

273.7 273.3

273.5 273.3 273.7 273.2

273.3273.2 273.2

273.4

273.1

273.3 273.6

274.0

274.0273.7

273.7

273.4

273.5

274.0

273.1

273.4

273.7

277.3

274.3

273.9273.9

274.2

274.2

274.1

272.6

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

6' WOODEN FENCE

6' CHAIN LINK GATE

3' WOODEN FENCE 3' WOODEN FENCE

GRASS

AREA

GRASS

AREA

GRASS

AREA

PAVEMENT WALK PAVEMENT WALK

4SW SOMASTIC 4SW SOMASTIC

3' WOODEN FENCE

3' WOODEN FENCE

6' C

HA

IN

L

IN

K

FE

NC

E

6' C

HA

IN

L

IN

K

FE

NC

E

6'

CHAI

N LI

NK

FE

NCE

3' BARB WIRE FENCE

VEGETATION

AREA

VEGETATION

AREA

1 STORY

BRICK BUILDING

(HEIGHT +16')

S 58°15'00" E 21.54'

S

°1 6'

" W

.5

9'

S 60°44'00" E 38.33'

S

°1 6'

" W

.0

0'

N 60°44'00" W 200.94'

N

°5 6'

" E

4.

117.87'

RAIL ROAD TRACKS

GRAVEL

AREA

GRAVEL

AREA

CONCRETE PAD

CONCRETE PAD

CONC.

AREA

SANITARY MH

RIM ELEV.= 273.62

INV.A= 268.17' (6"CIP)

INV.B= 268.06 (6"CIP)

DRAIN

TG= 273.47

INV= 271.74'

TRENCH DRAIN

GATE GATE

DUMPSTER

SPEED LIMIT SIGN

CONC. STEPS CONC. STEPS CONC. STEPS CONC. STEPS CONC. STEPS

PLAYGROUND

WOODEN RAMPOVERHANG OVERHANG

OVERHANG OVERHANG OVERHANG

UPI 10-4-41.3

N/F JEFFREY A. MORRISON & JAIME IDROVO

D.B. 9543, PG. 1796

UPI 10-4-41.4

N/F JEFFREY A. MORRISON & JAIME IDROVO

D.B. 9543, PG. 1801

UPI 10-4-41

N/F GRANT H. CLARK

D.B. 10741, PG. 2294

UPI 10-4-41.5

N/F GRANT H. CLARK

D.B. 10047, PG. 1259

UPI 10-4-34

N/F VALLEY PAPER MILLS INC.

D.B. Q37, PG. 684

P.O.B.

MEREDITH COURT

(33' WIDE R.O.W. )

D.B. 10414, PG. 1086

FF=276.56FF=276.58FF=276.60FF=276.63

FF=276.64FF=276.67

FF=276.66

FF=276.67FF=275.39 FF=276.66

FF=276.76 FF=276.71 FF=276.74FF=276.79 FF=276.76 FF=276.66

FF=276.72 FF=276.68 FF=276.70 FF=276.70

TITLE LINE

RIGHT OF WAY LINE

A

B

RIGHT OF WAY LINE

S 51°53'00" E

2 STORY

BRICK BUILDING

(HEIGHT +27')

MULTI FAMILY DWELLING

(ABANDONED)

UPI 10-4-41.1

N/F MEREDITH CT LLC

D.B. 10414, PG. 1086

#20 #18 #16 #14 #12 #10 #8 #6 #4 #2

WOOD DECK WOOD DECK WOOD DECK WOOD DECK

WOOD DECKWOOD DECKWOOD DECKWOOD DECKWOOD DECK

CONC STEPSCONC STEPS WOOD STEPS

CONC STEPS

UPI 10-4-33

N/F ISG RAILWAYS INC

D.B. 5718, PG. 330

UP# 9918

UP# 9917

TEMPORARY BENCHMARK

MAG NAIL SET

ELEV= 273.67

TEMPORARY BENCHMARK

HUB & TACK SET

ELEV= 274.82

C

19.92' 19.92'

140.22'

19.97'

8.00'

20.03'

7.99'

20.07'

7.98'8.02'

PROJECT BOUNDARY/LIMIT OF DISTURBANCE

LEGEND

COMPOST SOCK

CONSTRUCTION FENCE

ROCK CONSTRUCTION ENTRANCE

C112

EROSION &

SEDIMENT

CONTROL PLAN

1 INCH = 10 FEET

10 0 10 20

Project number

Date

Drawn by

Copyright 2026 Moto Designshop

Title

Sheet

Submission & Revisions

228 Vine St Philadelphia, PA 19106 Ph: 215.592.9300 www.motodesignshop.com

Project:

Owner:

1 2 3 4 5

D

C

B

A

MODENA TOWNHOMES

2-20 MEREDITH COURT

COATESVILLE, PA 19320

BOROUGH OF MODENA

5 WOODLAND AVENUE PO BOX 116

MODENA, PA 19358

MELIORA

259 MORGAIN STREET

PHOENIXVILLE, PA 19460

610.933.0123

Civil Engineer

THE RAMTIN GROUP

915 SPRING GARDEN ST, SUITE 501

PHILADELPHIA, PA 19123

215.995.5057

Structural Engineer

J+M ENGINEERING

11 W THOMPSON ST

PHILADELPHIA, PA 19125

215.454.2662

MEP/FP Engineer

# DATE DESCRIPTION

2026/03/20

MKT

NOTES:

1. CONTRACTOR TO PROVIDE A 6'-0"

TEMPORARY CONSTRUCTION FENCE.

2. CONTRACTOR TO PROVIDE ALL

MATERIALS AND UTILITIES AS REQUIRED

TO COMPLETE THEIR WORK. NO ON-SITE

UTILITIES WILL BE AVAILABLE FOR THEIR

USE, INCLUDING POWER, WATER, AND

SANITARY FACILITIES.

3. INCOMING AND OUTGOING TRAFFIC

FROM LOCAL BUSINESSES SHALL NOT BE

IMPEDED IN ANY WAY. CONSTRUCTION

VEHICLES SHALL ONLY PARK IN

DESIGNATED AREAS.

A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE ON SITE AT ALL TIMES

NOTES:

1. FOR INSTALLATION ON PAVED SURFACES, SECURE COMPOST SOCK WITH SAND

BAGS PLACED 10 FT MAX. ON CENTER.

2. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1, AND COMPOST SHALL MEET

STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION AND SEDIMENT POLLUTION

CONTROL PROGRAM MANUAL. STANDARDS FROM PENNDOT PUBLICATION 408

SECTION 867 ARE AN ACCEPTED ALTERNATIVE.

3. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS

OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES

TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY

BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE

SLOPE OF ITS TRIBUTARY AREA.

4. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

5. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE

ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER

DESCRIBED ELSEWHERE IN THE PLAN.

6. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF

EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S

SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

7. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

PHOTODEGRADABLE SOCKS AFTER 9 MONTHS OR PER MANUFACTURER'S

RECOMMENDATIONS. YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

8. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE

REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN

THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A

SOIL SUPPLEMENT.

UNDISTURBED AREA

DISTURBED AREA

FL

OW

FLOW

UNDISTURBED AREA

DISTURBED AREA

2 IN. X 2 IN. WOODEN STAKES

PLACED 10 FT MAX. ON

CENTER

EXISTING CONTOURS

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK 2 IN. X 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTERBLOWN/PLACED

FILTER MEDIA

COMPOST SOCK

MAY BE SECURED

WITH SAND BAGS IN

PAVEMENT AREAS.

PLAN VIEW

SECTION

M

IN

A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE ON SITE AT ALL TIMES

FILTER BAG

FILTER BAG

PLAN VIEW

ELEVATION VIEW

INTAKE HOSE

PUMP

DISCHARGE HOSE

WELL VEGETATED, GRASSY AREA

CLAMPS

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

WELL VEGETATED, GRASSY AREA

INTAKE HOSE

PUMP

DISCHARGE HOSE

CLAMPS

NOTES:

1. LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH

HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES

THAT MEET THE FOLLOWING STANDARDS:

2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT.

SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING

STRAPS ALREADY ATTACHED.

3. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW

PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE

CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE

BAG TO REDUCE SLOPE STEEPNESS.

4. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

5. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE

MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS

PURPOSE.

6. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE

MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

7. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE

IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE ON SITE AT ALL TIMES

50' MIN.

3'

EXISTING ROADWAY

MIN 8" AASHTO #1

10'

MIN.

10'

MIN.

20'

MIN.

EX

IS

TI

N

G

RO

AD

W

AY

PROFILE

PLAN VIEW

NOTES:

1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION

ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE.

2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE

SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION

ENTRANCE.

3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL

CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY

MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED

APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL

BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY

ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS

PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE

REMOVED AND RETURNED TO THE CONSTRUCTION SITE

IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING

DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION

ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED

OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE

DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER

DRAINAGE COURSES IS NOT ACCEPTABLE.

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

EXISTING

GROUND

GEOTEXTILE

PIPE AS NECESSARY

EARTH FILL

MOUNTABLE BERM

(6 IN. MIN.)*

NOTES:

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY

TO SEDIMENT BASIN OR TRAP.

3. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB

TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF

200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS.

FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT

PASSING A NO. 40 SIEVE.

4. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND

AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED

OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS

BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE

INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY

SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL

NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE

INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL

USED BAGS ACCORDING TO THE PLAN NOTES.

5. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY

CAUSE TRAFFIC HAZARDS.

2 FT.

4 FT .

3 FT .

WIDTH LENGTH

TYPE C AND M INLET

INLET GRATE

1 IN. REBAR FOR

BAG REMOVAL

FROM INLET

CITY INLET

GUTTERBUDDY COMPOSED OF

100% RECYCLED SYNTHETIC

CARPET FIBERS OR ENGINEER

APPROVED EQUAL

12" OVERLAP BEYOND

THROAT OPENING

9.00" DIA.

OVERFLOW, TYP.

VARIES

MAINTENANCE NOTES:

1. TEMPORARILY STOCKPILE TOPSOIL OR EXCAVATED SOIL MATERIAL AS NEEDED AT LOCATIONS

SHOWN FOR EACH PHASE OF CONSTRUCTION. EXCESS EXCAVATED MATERIAL SHALL BE

PERMANENTLY REMOVED FROM THE SITE.

2. HEIGHT AND SIDESLOPES SHALL NOT EXCEED MAXIMUM VALUES SHOWN ON DETAIL.

3. INSTALL COMPOST SOCK PRIOR TO STOCKPILING OF MATERIAL. REPLACE ANY COMPOST SOCK

REMOVED FOR VEHICULAR ACCESS AFTER EACH WORK DAY.

4. APPLY SEED AND MULCH WHEN PILE IS NOT SUBJECT TO VEHICULAR ACCESS FOR SEVEN DAYS OR

MORE.

EXISTING GROUND

TEMPORARY SEED MIX AND

MULCH ON ALL SURFACES

8" Ø COMPOST SOCK ON LOW SIDE AS SHOWN

ON PLAN AND AROUND BOTH ENDS OF

STOCKPILE; MAINTAIN AS SPECIFIED ON DETAILS

MAX 2:1 SIDESLOPES20' MAX.

6'

ELEVATION

PLAN

6'

EXISTING TREE

CHAIN LINK FENCE; SECURE

WITH PLASTIC TIES

PROTECT EXISTING GROUND

SURFACE WITHIN DRIPLINE

HAY BALES TO

SURROUND TRUNK

CHAIN LINK FENCE

FREE STANDING DRIPLINE

PROTECTION FENCE

NOTES:

1. ALL AREAS WITHIN TREE PROTECTION FENCE TO

RECEIVE 3" DOUBLE SHREDDED HARDWOOD MULCH.

2. USE SANDBAGS TO ANCHOR FREE STANDING TREE

PROTECTION FENCE

PROTECTION

ZONE-SEE PLANS

2" X 2" X 36"

WOOD STAKES

SPACED 5' O.C.

MAXIMUM DEPTH OF

CONCRETE WASHOUT IS 50% OF

FILTER RING HEIGHT

24" Ø COMPOST

FILTER SOCK

SECTION (NTS)

NOTES:

1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE.

2. 18" Ø FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" Ø SOCKS IN

PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT.

3. A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE

LOCATION OF THE WASHOUT PRIOR TO INSTALLING THE SOCKS.

DIRECT CONCRETE

WASHOUT WATER

INTO FILTER RING

2" X 2" X 36"

WOOD STAKES

SPACED 5' O.C.

24" Ø COMPOST

FILTER SOCK. 4' MIN.

OVERLAP ON UPSLOPE

SIDE OF FILTER RING.

PLAN (NTS)

12" MIN.

C113

Project number

Date

Drawn by

Copyright 2026 Moto Designshop

Title

Sheet

Submission & Revisions

228 Vine St Philadelphia, PA 19106 Ph: 215.592.9300 www.motodesignshop.com

Project:

Owner:

1 2 3 4 5

D

C

B

A

MODENA TOWNHOMES

2-20 MEREDITH COURT

COATESVILLE, PA 19320

BOROUGH OF MODENA

5 WOODLAND AVENUE PO BOX 116

MODENA, PA 19358

MELIORA

259 MORGAIN STREET

PHOENIXVILLE, PA 19460

610.933.0123

Civil Engineer

THE RAMTIN GROUP

915 SPRING GARDEN ST, SUITE 501

PHILADELPHIA, PA 19123

215.995.5057

Structural Engineer

J+M ENGINEERING

11 W THOMPSON ST

PHILADELPHIA, PA 19125

215.454.2662

MEP/FP Engineer

# DATE DESCRIPTION

2026/03/20

MKT

EROSION & SEDIMENT

CONTROL DETAILS

13,515 SF PROJECT LIMIT

OF DISTURBANCE (0.31 AC)273.6

273.7

273.4

273.4

273.7

273.5

273.6

273.6

273.5

273.48

273.49

273.50

273.45

273.42

273.12

273.06

273.41

273.57

273.61

273.75

273.62 273.55

273.88 273.72

273.45

273.32

272.95

273.03

273.65

274.0

273.59273.60

273.30

273.18

272.81

272.90 272.86

272.76

273.26

273.19 273.46

273.49

273.39 273.02

273.26

272.88

272.92

272.4

272.5 272.6

FF=272.90

273.3

273.3

273.1

273.72 273.77

273.7 273.8

273.5

273.9 273.9

273.8

273.5 273.5

273.4

273.7 273.3

273.5 273.3 273.7 273.2

273.3273.2 273.2

273.4

273.1

273.3 273.6

274.0

274.0273.7

273.7

273.4

273.5

274.0

273.1

273.4

273.7

277.3

274.3

273.9273.9

274.2

274.2

274.1

272.6

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

6' WOODEN FENCE

6' CHAIN LINK GATE

3' WOODEN FENCE 3' WOODEN FENCE

GRASS

AREA

GRASS

AREA

GRASS

AREA

PAVEMENT WALK PAVEMENT WALK

4SW SOMASTIC 4SW SOMASTIC

3' WOODEN FENCE

3' WOODEN FENCE

6' C

HA

IN

L

IN

K

FE

NC

E

6' C

HA

IN

L

IN

K

FE

NC

E

6'

CHAI

N LI

NK

FE

NCE

3' BARB WIRE FENCE

VEGETATION

AREA

VEGETATION

AREA

1 STORY

BRICK BUILDING

(HEIGHT +16')

S 58°15'00" E 21.54'

S

°1 6'

" W

.5

9'

S 60°44'00" E 38.33'

S

°1 6'

" W

.0

0'

N 60°44'00" W 200.94'

N

°5 6'

" E

4.

117.87'

RAIL ROAD TRACKS

GRAVEL

AREA

GRAVEL

AREA

CONCRETE PAD

CONCRETE PAD

CONC.

AREA

SANITARY MH

RIM ELEV.= 273.62

INV.A= 268.17' (6"CIP)

INV.B= 268.06 (6"CIP)

DRAIN

TG= 273.47

INV= 271.74'

TRENCH DRAIN

GATE GATE

DUMPSTER

SPEED LIMIT SIGN

CONC. STEPS CONC. STEPS CONC. STEPS CONC. STEPS CONC. STEPS

PLAYGROUND

WOODEN RAMPOVERHANG OVERHANG

OVERHANG OVERHANG OVERHANG

UPI 10-4-41.3

N/F JEFFREY A. MORRISON & JAIME IDROVO

D.B. 9543, PG. 1796

UPI 10-4-41.4

N/F JEFFREY A. MORRISON & JAIME IDROVO

D.B. 9543, PG. 1801

UPI 10-4-41

N/F GRANT H. CLARK

D.B. 10741, PG. 2294

UPI 10-4-41.5

N/F GRANT H. CLARK

D.B. 10047, PG. 1259

UPI 10-4-34

N/F VALLEY PAPER MILLS INC.

D.B. Q37, PG. 684

P.O.B.

MEREDITH COURT

(33' WIDE R.O.W. )

D.B. 10414, PG. 1086

FF=276.56FF=276.58FF=276.60FF=276.63

FF=276.64FF=276.67

FF=276.66

FF=276.67FF=275.39 FF=276.66

FF=276.76 FF=276.71 FF=276.74FF=276.79 FF=276.76 FF=276.66

FF=276.72 FF=276.68 FF=276.70 FF=276.70

TITLE LINE

RIGHT OF WAY LINE

A

B

RIGHT OF WAY LINE

S 51°53'00" E

2 STORY

BRICK BUILDING

(HEIGHT +27')

MULTI FAMILY DWELLING

(ABANDONED)

UPI 10-4-41.1

N/F MEREDITH CT LLC

D.B. 10414, PG. 1086

#20 #18 #16 #14 #12 #10 #8 #6 #4 #2

WOOD DECK WOOD DECK WOOD DECK WOOD DECK

WOOD DECKWOOD DECKWOOD DECKWOOD DECKWOOD DECK

CONC STEPSCONC STEPS WOOD STEPS

CONC STEPS

UPI 10-4-33

N/F ISG RAILWAYS INC

D.B. 5718, PG. 330

UP# 9918

UP# 9917

TEMPORARY BENCHMARK

MAG NAIL SET

ELEV= 273.67

TEMPORARY BENCHMARK

HUB & TACK SET

ELEV= 274.82

C

19.92' 19.92'

140.22'

19.97'

8.00'

20.03'

7.99'

20.07'

7.98'8.02'

DEMOLISH EXISTING BUILDINGS

INCLUDING DECKS, PORCHES AND

FOUNDATIONS. EXCAVATE TO REVEAL

ALL EXISTING UTILITIES AND CAP AND

FLAG UTILITY CONNECTIONS FOR

FUTURE CONNECTIONS.

RELOCATE MAILBOXES

FOR FUTURE USE

DISCONNECT ELECTRIC METERS

AND ELECTRIC SERVICE TO UTILITY

POLE FOR FUTURE USE; TYP. OF 10

DISCONNECT WATER

UTILITY…