MICHAEL D. GALANTE

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OWNER:

ENGINEER:

MICHAEL GALANTE PE

334 W. FRONT STREET

MEDIA, PA 19063

PHONE: 1-856-404-0540

COUNTY OF DELAWARE

201 W. FRONT STREET

MEDIA, PA 19063

PHONE: 1-610-891-4669

BID PLANS

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PREPARED BY

MG ENGINEERING ASSOCIATES, LLC

334 W. FRONT STREET

MEDIA, P.A. 19063

WWW.MGEASSOC.COM

CONSTRUCTION PLANS FOR

COUNTY OF DELAWARE

G.W. HILL HILL CORRECTIONAL FACILITY

UNDERGROUND STORAGE TANK REMOVAL AND REPLACEMENT

500 CHEYNEY ROAD, THORNTON, PA 19373

SHEET INDEX

SHEET NO. DESCRIPTION

1 COVER SHEET

2 DEMOLITION AND SITE PLAN

3 GRADING AND SOIL EROSION AND SEDIMENT CONTROL PLAN

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ENGINEER

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REGISTERED

MICHAEL D. GALANTE

4 FUEL STORAGE AND DISPENSING SYSTEM PLAN

1 OF 1 TOPOGRAPHIC SURVEY (BY OTHERS)

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REQUIRED PERMITS

LOCAL BUILDING PERMITS - CONCORD TOWNSHIP

UST CLOSURE - PADEP PERMITS

AST REGISTRATION

AST INSTALLATION PERMIT

AST OPERATING PERMIT

SPILL PREVENTION PLAN

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AS NOTED

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MARCH 2026

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2025-DC-10

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DATE:

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ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION

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ALL DOCUMENTS PREPARED BY MG ENGINEERING ASSOCIATES

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LLC, ARE INSTRUMENTS OF SERVICE IN RESPECT

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OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

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TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

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EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.

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BY MG ENGINEERING ASSOCIATES, LLC, FOR THE

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SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE

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RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO

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MG ENGINEERING ASSOCIATES, LLC; AND OWNER SHALL

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INDEMNIFY AND HOLD HARMLESS MG ENGINEERING

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ASSOCAITES, LLC FROM ALL CLAIMS, DAMAGES, LOSSES

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AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

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%%UCHECKED BY :

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AutoCAD SHX Text PA PROFESSIONAL ENGINEER LIC. No. PE 080959

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MG ENGINEERING ASSOCIATES, LLC

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334 W. FRONT STREET MEDIA, PA 19063 PHONE: 1-856-404-0540 WWW.MGEASSOC.COM

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PROJECT SITE

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BEFORE YOU DIG ANYWHEREBEFORE YOU DIG ANYWHERE

AutoCAD SHX Text STOP! CALL 1-800-242-1776 OR 811 (TOLL FREE) PA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS NOTICE IN DESIGN STAGE PENNSYLVANIA ONE CALL SYSTEM, Inc. ALL TRENCHING, SHEETING AND SHORING SHALL BE IN STRICT ACCORDANCE WITH OSHA STANDARDS

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IN...

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PENNSYLVANIA

LIMIT OF DISTURBANCE

8 41

PROPOSED 1,000 GALLON 4.5 X 7.5'

ABOVE GROUND FUEL TANK

(REFER TO SHEET 4 FOR DETAILS)

PROPOSED 6" CONCRETE

PROPOSED FUEL DISPENSER

(REFER TO SHEET 4 FOR DETAILS)

PROPOSED 6" STEEL

BOLLARD (6 TYP.)

PROPOSED UPGRADED CANOPY TO INCLUDE NEW LED FLUSH

MOUNTED LIGHTS, AND REPAINT METAL COLUMN. CONTRACTOR

SHALL REFER TO SHEET 4 FOR ADDITIONAL REQUIREMENTS

FOR CANOPY UPGRADES.

PROPOSED FREESTANDING LIGHT FIXTURE (REFER TO LIGHTING

FIXTURE DETAIL (SHEET 4) 18' MOUNTING HEIGHT. CONTRACTOR

SHALL INCLUDE ALL REQUIRED WIRING, CONCRETE POLE

FOUNDATION, LIGHITNG POLE, FIXTURES AND ALL REQUIRED

APPURTENANCES IN THE LUMP SUM PRICE BID.

PROPOSED FULL DEPTH

ASPHALT PAVEMENT

PROPOSED CANOPY LIGHTS TO

REPLACE EXISTING. (4 TYP.)

REFER TO FIXTURE DETAIL (SHEET 4)

ALL COSTS FOR REMOVAL AND

REPLACEMENT OF CANOPY LIGHTING

FIXTURES SHALL BE INCLUDED IN THE

LUMP SUM PRICE BID.

LEGEND

MICHAEL D. GALANTE

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OWNER:

ENGINEER:

MICHAEL GALANTE PE

334 W. FRONT STREET

MEDIA, PA 19063

PHONE: 1-856-404-0540

COUNTY OF DELAWARE

201 W. FRONT STREET

MEDIA, PA 19063

PHONE: 1-610-891-4669

BID PLANS

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ENGINEER

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MICHAEL D. GALANTE

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CONCRETE

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ASPHALT

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CONC. CURB

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B.B. CURB

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B.B. CURB

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WOOD GUARD-RAIL

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FUEL TANK VENT PIPES (3) 2.5" DIAMETER

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LIGHT POLE

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COV'D

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ELEVATED CONC. FUEL STATION PAD

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CONCRETE

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ASPHALT

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FUEL TANK ACCESS MH'S & FILL PIPES

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PUMP

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CONCRETE

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ASPHALT

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STONE MAINTENANCE BUILDING

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BLOWER UNIT

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CONC.

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SAN MH RIM-414.10

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6" BOLLARD (TYP)

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ASPHALT

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ASPHALT

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BOT. OF CANOPY EL-430.22

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BOT. OF CANOPY EL-430.31

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BOT. OF CANOPY EL-430.19

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BOT. OF CANOPY EL-430.32

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SURVEY CONTROL PNT. NO. 2 NORTHING-215355.4520 EASTING-2595123.207 ELEV-418.01'

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SURVEY CONTROL PNT. NO. 1 NORTHING-215343.5770 EASTING-2594978.4980 ELEV-414.86'

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ELEVATED CONC. FUEL STATION PAD

AutoCAD SHX Text EXISTING CONCRETE TANKS AND CONCRETE PAD TO BE REMOVED. EXISTING TANK REMOVAL INCLUDES A ONE (1) 2,000 GALLON DOUBLE-WALL GASOLINE UST AND ONE (1) 1,000 GALLON DOUBLE-WALL DIESEL UST (REFER TO UNDERGROUND STORAGE TANK FACILITY OPERATIONS INSPECTION IN PROJECT SPECIFICATION DOCUMENT FOR ADDITIONAL TANK DETAILS) CONTRACTOR SHALL PROVIDE SHORING AROUND PERIMETER OF EXCAVATION TO SUPPORT EXISTING PAVEMENT, CANOPY AND SURROUNDING FEATURES. CONTRACTOR SHALL INCLUDE THE COST TO SAWCUT AND REMOVE THE WEARING AND BASE COURSE OF THE ASPHALT PAVEMENT TO 2' BEYOND LIMITS OF WORK AREA FOR A SMOOTH TRANSITION BETWEEN CONCRETE PAD AND ASPHALT PAVEMENT. BACKFILL OF THE TANK SHALL INCLUDE PENNDOT 2A COURSE AGGREGATE, COMPACTED IN 6" LIFTS. AFTER REMOVAL. CONTRACTOR SHALL ALLOW FOR A 60 DAY SETTLEMENT PERIOD, PRIOR TO INSTALLATION OF NEW CONCRETE AND ABOVEGROUND TANK.

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FUEL TANK VENT PIPES (3) TO BE REMOVED (2.5" DIAMETER)

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FUEL DISPENSER, ELEVATED CONCRETE PAD AND UNDERGROUND PIPING TO BE REMOVED

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6" BOLLARD TO BE REMOVED (6 TYP.)

AutoCAD SHX Text FUEL CANOPY TO REMAIN. CONTRACTOR SHALL PERFORM A TEST PIT PRIOR TO REMOVAL OF UNDERGROUND STORAGE TANKS TO DETERMINE LIMITS OF FOUNDATION AND COORDINATE WITH ENGINEER. LIMITS SHALL INCLUDE LENGTH, WIDTH AND DEPTH OF FOUNDATION.

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LIGHT POLE AND FOUNDATION TO BE REMOVED

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SOIL TYPE: UMB

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ASPHALT PAVEMENT TO BE REMOVED FOR DEMOLITION OF UNDERGROUND PIPES.

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EQUIPMENT TO REMAIN

AutoCAD SHX Text CONTOUR LINE (MINOR INTERVAL) CONTOUR LINE (MAJOR INTERVAL) SPOT ELEVATION DOOR SILL ELEVATION SURVEY CONTROL POINT (MAG NAIL SET)

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ASPHALT

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B.B. CURB

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WOOD GUARD-RAIL

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CONCRETE

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STONE MAINTENANCE BUILDING

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ASPHALT

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ASPHALT

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BOT. OF CANOPY EL-430.22

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SURVEY CONTROL PNT. NO. 2 NORTHING-215355.4520 EASTING-2595123.207 ELEV-418.01'

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SURVEY CONTROL PNT. NO. 1 NORTHING-215343.5770 EASTING-2594978.4980 ELEV-414.86'

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SOIL TYPE: UMB

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( IN FEET )

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GRAPHIC SCALE

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NORTH (PA SPCS - SOUTH ZONE NAD 83)

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AS NOTED

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2025-DC-10

AutoCAD SHX Text %%UJOB No. :

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%%UDATE :

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DATE:

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%%UDRAWN BY :

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%%UDESIGN BY :

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%%USCALE :

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ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION

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ALL DOCUMENTS PREPARED BY MG ENGINEERING ASSOCIATES

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LLC, ARE INSTRUMENTS OF SERVICE IN RESPECT

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OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

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TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

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EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.

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BY MG ENGINEERING ASSOCIATES, LLC, FOR THE

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SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE

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RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO

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MG ENGINEERING ASSOCIATES, LLC; AND OWNER SHALL

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INDEMNIFY AND HOLD HARMLESS MG ENGINEERING

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ASSOCAITES, LLC FROM ALL CLAIMS, DAMAGES, LOSSES

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AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

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%%UCHECKED BY :

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%%UDEMOLITION PLAN

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SCALE: 1"= 20'

AutoCAD SHX Text PA PROFESSIONAL ENGINEER LIC. No. PE 080959

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MG ENGINEERING ASSOCIATES, LLC

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334 W. FRONT STREET MEDIA, PA 19063 PHONE: 1-856-404-0540 WWW.MGEASSOC.COM

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%%UDEMO KEY

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= DENOTES CONCRETE PAVEMENT TO BE REMOVED

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%%USITE PLAN

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SCALE: 1"= 20'

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THOROUGHLY REVIEWING THE PROJECT SITE. ALL EXISTING FEATURES WITHIN THE LIMIT OF DISTURBANCE THAT ARE INDICATED TO BE REMOVED SHALL BE REMOVED. ALL EXISTING FEATURES NOT INDICATED TO BE REMOVED, SHALL REMAIN. WITHIN THE TOWNSHIP R.O.W. THE CONTRACTOR IS RESPONSIBLE FOR SELECTIVELY REMOVING CONCRETE AND OTHER NECESSARY EXISTING FEATURES AS INDICATED ON THE CONTRACT DRAWINGS FOR THE THE SUCCESSFUL COMPLETION OF THE PROJECT. 2. THE CONTRACTOR SHALL SECURE THE SITE WITH TEMPORARY FENCING, BARRICADES, ETC. OR OTHER COMPARABLE MEANS AND METHODS DURING CONSTRUCTION. ALL COSTS TO BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS OF THE PROPOSAL.

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%%UDEMOLITION NOTES

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= DENOTES SAWCUT LINE

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%%UCONCRETE PAD DETAIL

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3500, PSI CLASS AA CONCRETE, 6" THICK

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WELL COMPACTED SOIL SUBGRADE

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4" 2A, COURSE AGGREGATE

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6 X 6 X W4 X W4 REINFORCEMENT

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NOTE: ALL COSTS FOR CONCRETE PAD SHALL BE INCLUDED IN THE LUMP SUM PRICE BID.

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BEFORE YOU DIG ANYWHEREBEFORE YOU DIG ANYWHERE

AutoCAD SHX Text STOP! CALL 1-800-242-1776 OR 811 (TOLL FREE) PA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS NOTICE IN DESIGN STAGE PENNSYLVANIA ONE CALL SYSTEM, Inc. ALL TRENCHING, SHEETING AND SHORING SHALL BE IN STRICT ACCORDANCE WITH OSHA STANDARDS

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IN...

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PENNSYLVANIA

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MARCH 2026

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1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND EXISTING UTILITIES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. ANY ERRORS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 3. ALL PAVED AND CONCRETE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR SHALL CONTACT THE APPROPRIATE PUBLIC UTILITIES 72 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 5. ALL GRASSED OR WOODED AREAS DISTURBED DURING CONSTRUCTION SHALL BE TOPSOILED AND SEEDED. 6. ALL FILL SHALL BE PLACED IN 6" LAYERS AND THOROUGHLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. ALL BACKFILL MATERIALS SHALL INCLUDE PENNDOT 2A, COURSE AGGREGATE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE OF CONSTRUCTION AND IT SHALL BE AT HIS OWN EXPENSE TO REPAIR OR REPLACE ANYTHING THAT THE CONTRACTOR DAMAGES. 8. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND PENNDOT PUBLICATION 408, LATEST EDITION, UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR IS RESPONSIBLE FOR DAILY MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES, PREVENTION OF RUNOFF FROM THE SITE, AND RESTORATION OF THE STREETS TO THEIR ORIGINAL CONDITIONS. 10. UNLESS OTHERWISE NOTED, EXISTING TREES ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING TO ENSURE SAFETY OF THE PUBLIC. 12. ALL PROPOSED IMPROVEMENTS THAT ARE COMPLETED OUTSIDE THE SUPERVISION OF THE PROJECT ENGINEER WILL NEED TO BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. 13. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ASPHALT PAVEMENT, CONCRETE CURB, GRAVEL, AND VEGETATION FOR THE REPAIR OF THE EXISTING PIPE. ALL FEATURES WITHIN THE IMPROVEMENTS LINE ON THE SITE SHALL BE REMOVED UNLESS OTHERWISE INDICATED. ALL DISCREPANCIES SHALL BE COORDINATED WITH THE ENGINEER, PRIOR TO THE START OF THE CONSTRUCTION, 14. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY AUTHORITIES PRIOR TO UNDERGROUND EXCAVATIONS AND CALL IN A PA-ONE CALL PRIOR TO START OF CONSTRUCTION AND DURING THE DURATION OF CONSTRUCTION AS NECESSARY TO LAWFULLY EXCAVATE. 15. THE CONTRACTOR SHALL NOTIFY DELAWARE COUNTY AND THE PROJECT ENGINEER A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 16. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF PEDESTRIAN AND VEHICULAR TRAFFIC. 17. MG ENGINEERING ASSOCIATES, LLC MAKES NO CLAIM AS TO THE ACCURACY OF THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE DEPTH OF THE EXISTING UTILITIES; IN THE EVENT OF A UTILITY CONFLICT, THE ENGINEER SHALL BE NOTIFIED. 18. CONTRACTOR WILL BE REQUIRED TAKE PRE-CONSTRUCTION PHOTOGRAPHS OF ENTIRE WORK AREA.

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%%UGENERAL NOTES

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%%USCOPE OF WORK

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1. PROJECT LOCATION: GEORGE W. HILL CORRECTIONAL FACILITY 500 CHEYNEY ROAD THORNTON, PA 19373 THE SCOPE OF WORK INCLUDES THE REMOVAL OF AN EXISTING UNDERGROUND FUEL STORAGE TANK THAT WILL BE REPLACED WITH THE CONSTRUCTION AND INSTALLATION OF AN ABOVE GROUND FUEL STORAGE TANK WITH PUMPS AND UPGRADES TO THE CANOPY. CANOPY UPGRADES INCLUDE PAINTING, LIGHTING, AND OTHER INCIDENTAL REPAIRS AS INDICATED ON THE DRAWINGS. PRIOR TO START OF CONSTRUCTION, A FIELD MEETING WILL OCCUR AND THE PROJECT ENGINEER TO REVIEW THE SCHEDULE AND SCOPE OF WORK. ADDITIONALLY, CONTRACTOR MUST OBTAIN ANY AND ALL REQUIRED PERMITS FOR CONSTRUCTION.

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GROUND ROD

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FINISH GRADE

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4,000 PSI

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CONCRETE

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FOUNDATION

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TO OTHER

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6" MIN. (ABOVE GRADE)

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1" GALVANIZED RIGID STEEL

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ADAPT PVC TO GALVANIZED

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#3 TIE BARS @ 12" O.C. (TYP)

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4" DIA. POLE

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45° CHAMFER (ALL AROUND)

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8-#5 VERTICAL BARS EQUALLY

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SPACED (GRADE 60 BARS)

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1" (TYP)

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3" MIN. COVER (TYP)

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24" DIA.

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STEEL ANCHOR BOLTS (TYP)

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#3 TIE BARS @ 6" O.C. (TYP)

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MIN. 18" BELOW GRADE

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CONCRETE TO EXTEND 30"

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ABOVE GRADE IN ASPHALT

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PAVEMENT AREAS AND

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%%ULIGHT POST FOUNDATION DETAIL

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BASE IS WITHIN 4' OF CURB LINE

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NTS

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CONCRETE ROUNDED OVER.

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TOP OF POST SHALL HAVE THE

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AROUND POST

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INSTALL SLEEVE

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STEEL POST FILLED

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6" SCHEDULE 40

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WITH CONCRETE

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COLOR YELLOW

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%%USTEEL BOLLARD DETAIL

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4,000 PSI CONCRETE

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%%UPAVEMENT AND RESTORATION DETAIL

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6" PENNDOT NO. 2A SUBBASE

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9.5 MM SUPERPAVE HMA WEARING COURSE, 0.3 TO 3.0 MILLION ESALS, 2" THICK

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VARIES

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%%UFULL DEPTH

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19MM SUPERPAVE HMA BASE COURSE, 0.3 TO 3.0 MILLION ESALS,4" THICK

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= DENOTES FULL DEPTH ASPHALT PAVEMENT REMOVAL

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%%USITE KEY

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= DENOTES PROPOSED CONCRETE PAVEMENT

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= DENOTES FULL DEPTH ASPHALT PAVEMENT

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, 3 TO 10 MILLION ESALS, 9.5 MM MIX, 1-1/2" DEPTH, SRL-L

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG64S-22, 3 TO 10 MILLION ESALS, 25 MM MIX, 4" THICK, SRL-L

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%%UFULL DEPTH ASPHALT DETAIL

2A STONE SUBBASE, 6" THICK

PROPOSED SILT SOCK

PROPOSED SOIL STOCKPILE

8 41

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WASHOUT STATION.

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FOR DETAIL

LEGEND

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OWNER:

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MICHAEL GALANTE PE

334 W. FRONT STREET

MEDIA, PA 19063

PHONE: 1-856-404-0540

COUNTY OF DELAWARE

201 W. FRONT STREET

MEDIA, PA 19063

PHONE: 1-610-891-4669

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AutoCAD SHX Text CONTOUR LINE (MINOR INTERVAL) CONTOUR LINE (MAJOR INTERVAL) SPOT ELEVATION DOOR SILL ELEVATION SURVEY CONTROL POINT (MAG NAIL SET)

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AutoCAD SHX Text + D.S.-232.76

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ASPHALT

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CONC. CURB

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B.B. CURB

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B.B. CURB

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WOOD GUARD-RAIL

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COV'D

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ASPHALT

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CONCRETE

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ASPHALT

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STONE MAINTENANCE BUILDING

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BLOWER UNIT

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CONC.

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SAN MH RIM-414.10

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ASPHALT

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ASPHALT

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BOT. OF CANOPY EL-430.22

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BOT. OF CANOPY EL-430.31

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BOT. OF CANOPY EL-430.19

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BOT. OF CANOPY EL-430.32

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SURVEY CONTROL PNT. NO. 2 NORTHING-215355.4520 EASTING-2595123.207 ELEV-418.01'

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SURVEY CONTROL PNT. NO. 1 NORTHING-215343.5770 EASTING-2594978.4980 ELEV-414.86'

AutoCAD SHX Text + D.S.-415.24

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SOIL TYPE: UMB

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( IN FEET )

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GRAPHIC SCALE

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AS NOTED

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2025-DC-10

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%%UDATE :

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DATE:

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%%UDRAWN BY :

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%%UDESIGN BY :

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%%USCALE :

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CHK.

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REVISION

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DATE

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BY

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ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION

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ALL DOCUMENTS PREPARED BY MG ENGINEERING ASSOCIATES

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LLC, ARE INSTRUMENTS OF SERVICE IN RESPECT

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OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

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TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

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EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.

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BY MG ENGINEERING ASSOCIATES, LLC, FOR THE

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SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE

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RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO

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MG ENGINEERING ASSOCIATES, LLC; AND OWNER SHALL

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INDEMNIFY AND HOLD HARMLESS MG ENGINEERING

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ASSOCAITES, LLC FROM ALL CLAIMS, DAMAGES, LOSSES

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AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

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%%UCHECKED BY :

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AutoCAD SHX Text PA PROFESSIONAL ENGINEER LIC. No. PE 080959

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MG ENGINEERING ASSOCIATES, LLC

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334 W. FRONT STREET MEDIA, PA 19063 PHONE: 1-856-404-0540 WWW.MGEASSOC.COM

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%%UGRADING AND SOIL EROSION AND SEDIMENT CONTROL PLAN

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SCALE: 1"= 20'

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1. CONTRACTOR SHALL MAINTAIN A MAX. 2.0% CROSS SLOPE AND 5.0% FORWARD SLOPE IN ALL ADA AREAS. ADA PARKING STALLS AND PATH SHALL MAINTAIN A MAX. 2.0% SLOPE IN ALL DIRECTIONS. 2. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND APPLICABLE REPORTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS. ALL UNSUITABLE MATERIALS SHALL BE DISPOSED OF AT AN APPROVED DISPOSAL SITE AND BACKFILL MATERIALS SHALL CONSIST OF CONTROLLED AGGREGATE FILL. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T.M. TEST D-1557. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB-GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS IN THE SOILS REPORT. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MIN. SLOPE AGAINST ALL ISLAND GUTTERS, CURBS AND 1.0% ON ALL CONCRETE SURFACES, AND 1-1/2% MIN. ON ASPHALT TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY EFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITH DESIGN DISCREPANCIES IS DONE AT THE CONTRACTORS OWN RISK. 4. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL THAT IS COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY THE MODIFIED PROCTOR METHOD. 5. CONTRACTOR SHALL SUBMIT CURB CUT SHEETS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. IF CURB CUT SHEETS ARE NOT SUBMITTED, CONTRACTOR IS PROCEEDING AT THEIR OWN RISK. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SURVEY AS-BUILT AS PART OF THE COMPLETION OF THE PROJECT. ALL COSTS SHALL BE INCLUDED WITHIN VARIOUS ITEMS OF THE PROPOSAL. 7. REFER TO SITE PLAN AND GENERAL NOTES FOR ADDITIONAL DETAILS.

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GRADING NOTES

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EARTH DISTURBANCE

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TOTAL LIMIT OF EARTH DISTURBANCE = 2,190 SF (0.05 ACRES)

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL GENERAL 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. 2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, AND A REPRESENTATIVE FROM THE TOWNSHIP TO AN ON-SITE PRE-CONSTRUCTION MEETING. 3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM, INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES. 4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THE SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL TOWNSHIP ENGINEER. 5. AREA TO BE FILLED ARE TO BE CLEARED GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 6. 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 BMP'S SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN. 7. 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. 8. 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 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. 9. 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 TOWNSHIP ENGINEER OR TOWNSHIP DESIGNEE. 10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENTS SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NOT BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED DUMPED OR DISCHARGED AT THE SITE. CONCRETE OR ASPHALT CAN BE USED AS BASE AGGREGATE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SPECIFICATIONS IF DETERMINED AS CLEAN FILL. 11. 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. 12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING, AS CLEAN FILL DUE TO ANALYTICAL TESTING. 13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE IN ACCORDANCE TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 14. A LOG SHOWING DATES THAT E&S BMP'S 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. 15. 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. 16. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN A MANNER DESCRIBED ON THE PLAN DRAWINGS. 17. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO THE 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 BE A MINIMUM OF 2 INCHES OF TOPSOIL. 18. ALL FILL 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. 19. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 6 INCHES IN THICKNESS. 20. 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. 21. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 22. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 23. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 24. 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. 25. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUB-AREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE 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. 26. PERMANENT STABILIZATION IS DEFINED AS 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. 27. E&S BMP'S 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 APPROPRIATE MUNICIPAL OFFICIAL. 28. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE APPROPRIATE MUNICIPAL OFFICIAL FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMP'S. 29. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP'S MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMP'S SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID RE-VEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON. 30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE APPROPRIATE MUNICIPAL OFFICIAL TO SCHEDULE A FINAL INSPECTION. 31. FAILURE TO CORRECTLY INSTALL E&S BMP'S, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMP'S MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE MUNICIPALITY. 32. 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 A MANNER DESCRIBED IN THE THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE. 33. CHANNELS HAVING RIP-RAP, RENO MATTRESS, OR GABION LININGS MUST BE SUFFICIENTLY OVER-EXCAVATED SO THAT THE DESIGN DIMENSIONS WILL BE PROVIDED AFTER PLACEMENT OF THE PROTECTIVE LINING. 34. 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 STRUCTURE AND/OR POLLUTE THE SURFACE WATERS. 35. 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 THE OWNER OF THE DAMAGED PROPERTY. 36. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN AS-BUILT (RECORD DRAWING) FOR ANY SEDIMENT BASIN OR TRAP TO THE MUNICIPAL INSPECTOR. 37. 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. 38. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR EXISTING SOIL CONDITIONS OR AND GEOLOGIC FORMATIONS THAT MAY EXIST ONSITE. 39. NO RIPARIAN AREAS EXIST ON SITE. 40. NO WETLANDS OR SURFACE WATER ARE PRESENT ON SITE. 41. ANY INCREASE IN THE RATE OR VOLUME OF STORMWATER RUNOFF HAS BEEN PREVENTED. 42. ALL IMPERVIOUS AREAS HAVE BEEN MINIMIZED. 43. THE PROTECTION OF EXISTING DRAINAGE FEATURES AND EXISTING VEGETATION HAS BEEN MAXIMIZED. THE POINT OF ANALYSIS DOES NOT CHANGE BETWEEN PRE AND POST DEVELOPMENT CONDITIONS. THE ENTIRE SITE IS CONVEYED TO THE EXISTING STORMSEWER AT THE REAR OF THE SITE IN BOTH PRE AND POST CONDITIONS. 45. ALL LAND CLEARING AND GRADING, AND SOIL COMPACTION HAS BEEN MINIMIZED. 46. ANY LOOSE SOILS THAT ARE TRACKED ONTO PAVEMENT AREAS SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR.

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= PROPOSED LIMIT OF DISTURBANCE LINE

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= DENOTES SOIL STOCKPILE AND STAGING LOCATION

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EROSION AND SEDIMENT CONTROL PLAN NOTES AND LEGEND

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= 12" COMPOST FILTER SOCK

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BEFORE YOU DIG ANYWHEREBEFORE YOU DIG ANYWHERE

AutoCAD SHX Text STOP! CALL 1-800-242-1776 OR 811 (TOLL FREE) PA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS NOTICE IN DESIGN STAGE PENNSYLVANIA ONE CALL SYSTEM, Inc. ALL TRENCHING, SHEETING AND SHORING SHALL BE IN STRICT ACCORDANCE WITH OSHA STANDARDS

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IN...

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PENNSYLVANIA

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MARCH 2026

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STOCK PILE

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CLEARANCE (TYP.)

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PLACED 10' O.C.

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AutoCAD SHX Text SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF FABRIC SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF FABRIC SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF 4.1. COMPOST SHALL MEET THE STANDARDS OF 4.1. COMPOST SHALL MEET THE STANDARDS OF COMPOST SHALL MEET THE STANDARDS OF COMPOST SHALL MEET THE STANDARDS OF COMPOST SHALL MEET THE STANDARDS OF SHALL MEET THE STANDARDS OF SHALL MEET THE STANDARDS OF MEET THE STANDARDS OF MEET THE STANDARDS OF THE STANDARDS OF THE STANDARDS OF STANDARDS OF STANDARDS OF OF OF TABLE 4.2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE 4.2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE 4.2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE AT EXISTING LEVEL GRADE. BOTH ENDS OF THE AT EXISTING LEVEL GRADE. BOTH ENDS OF THE EXISTING LEVEL GRADE. BOTH ENDS OF THE EXISTING LEVEL GRADE. BOTH ENDS OF THE LEVEL GRADE. BOTH ENDS OF THE LEVEL GRADE. BOTH ENDS OF THE GRADE. BOTH ENDS OF THE GRADE. BOTH ENDS OF THE BOTH ENDS OF THE BOTH ENDS OF THE ENDS OF THE ENDS OF THE OF THE OF THE THE THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK UP SLOPE AT 45 DEGREES TO THE MAIN SOCK UP SLOPE AT 45 DEGREES TO THE MAIN SOCK SLOPE AT 45 DEGREES TO THE MAIN SOCK SLOPE AT 45 DEGREES TO THE MAIN SOCK AT 45 DEGREES TO THE MAIN SOCK AT 45 DEGREES TO THE MAIN SOCK 45 DEGREES TO THE MAIN SOCK 45 DEGREES TO THE MAIN SOCK DEGREES TO THE MAIN SOCK DEGREES TO THE MAIN SOCK TO THE MAIN SOCK TO THE MAIN SOCK THE MAIN SOCK THE MAIN SOCK MAIN SOCK MAIN SOCK SOCK SOCK ALIGNMENT (FIGURE 4.1). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN (FIGURE 4.1). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN (FIGURE 4.1). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN 4.1). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN 4.1). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ANY SOCK SHALL NOT EXCEED THAT SHOWN ANY SOCK SHALL NOT EXCEED THAT SHOWN SOCK SHALL NOT EXCEED THAT SHOWN SOCK SHALL NOT EXCEED THAT SHOWN SHALL NOT EXCEED THAT SHOWN SHALL NOT EXCEED THAT SHOWN NOT EXCEED THAT SHOWN NOT EXCEED THAT SHOWN EXCEED THAT SHOWN EXCEED THAT SHOWN THAT SHOWN THAT SHOWN SHOWN SHOWN ON FIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED FIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED FIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED DOWNSLOPE OF THE SOCK IF SO SPECIFIED DOWNSLOPE OF THE SOCK IF SO SPECIFIED OF THE SOCK IF SO SPECIFIED OF THE SOCK IF SO SPECIFIED THE SOCK IF SO SPECIFIED THE SOCK IF SO SPECIFIED SOCK IF SO SPECIFIED SOCK IF SO SPECIFIED IF SO SPECIFIED IF SO SPECIFIED SO SPECIFIED SO SPECIFIED SPECIFIED SPECIFIED BY THE MANUFACTURER. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF IT REACHES HALF THE ABOVEGROUND HEIGHT OF IT REACHES HALF THE ABOVEGROUND HEIGHT OF REACHES HALF THE ABOVEGROUND HEIGHT OF REACHES HALF THE ABOVEGROUND HEIGHT OF HALF THE ABOVEGROUND HEIGHT OF HALF THE ABOVEGROUND HEIGHT OF THE ABOVEGROUND HEIGHT OF THE ABOVEGROUND HEIGHT OF ABOVEGROUND HEIGHT OF ABOVEGROUND HEIGHT OF HEIGHT OF HEIGHT OF OF OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE RUNOFF EVENT. DAMAGED SOCKS SHALL BE RUNOFF EVENT. DAMAGED SOCKS SHALL BE EVENT. DAMAGED SOCKS SHALL BE EVENT. DAMAGED SOCKS SHALL BE DAMAGED SOCKS SHALL BE DAMAGED SOCKS SHALL BE DAMAGED SOCKS SHALL BE SOCKS SHALL BE SOCKS SHALL BE SHALL BE SHALL BE BE BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF OR REPLACED WITHIN 24 HOURS OF OR REPLACED WITHIN 24 HOURS OF REPLACED WITHIN 24 HOURS OF REPLACED WITHIN 24 HOURS OF WITHIN 24 HOURS OF WITHIN 24 HOURS OF 24 HOURS OF 24 HOURS OF HOURS OF HOURS OF OF OF INSPECTION. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS 6 MONTHS; PHOTODEGRADABLE SOCKS 6 MONTHS; PHOTODEGRADABLE SOCKS MONTHS; PHOTODEGRADABLE SOCKS MONTHS; PHOTODEGRADABLE SOCKS PHOTODEGRADABLE SOCKS PHOTODEGRADABLE SOCKS SOCKS SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK THE SOCK, STAKES SHALL BE REMOVED. THE SOCK THE SOCK, STAKES SHALL BE REMOVED. THE SOCK SOCK, STAKES SHALL BE REMOVED. THE SOCK SOCK, STAKES SHALL BE REMOVED. THE SOCK STAKES SHALL BE REMOVED. THE SOCK STAKES SHALL BE REMOVED. THE SOCK SHALL BE REMOVED. THE SOCK SHALL BE REMOVED. THE SOCK BE REMOVED.