A

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\G-001.dwgLa st

E di te d by : p m cc ar ty

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

IP

O F

SP

R

IN

G

, B

ER

KS

C

O U

N

TY

, P

EN

N

SY

LV

AN

IA

SI

TE

C

IV

IL

IM

PR

O

VE

M

EN

TS

A N

D B

U

IL

D

IN

G S

AF

ET

Y U

PG

R

AD

ES

G-001

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

DRAWING NO.

4644.029

CAD

KJL

MAH

AS NOTED

/1

1/

D

R

AW

IN

G

IN

D

EX

, G

EN

ER

AL

P

R O

JE

C

T N

O

TE

S, D

R

AW

IN

G

C O

N

VE

N

TI

O N

S

AN

D M

AP

S

G

EN

ER

AL

00 1000' 2000'

SCALE:1 1" = 1000'

LOCATION / TOPOGRAPHICAL MAP

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) SINKING SPRING, PENNSYLVANIA

MAILING ADDRESS:

2850 WINDMILL ROAD

SINKING SPRING, PA. 19608

TOWNSHIP OF SPRING

POLICE BUILDING

LAT: 40° 19' 4.0"N

LONG: -76° 00' 18.3"W

GENERAL PROJECT NOTES

MAY 11, 2026

DRAWING CONVENTIONS

SECTION INDICATOR

DETAIL INDICATOR

A X-301

A X-301

X-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

DRAWING NUMBER

SECTION LETTER

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

A

SHEET KEYNOTE SYMBOL

DEMOLITION KEYNOTE

SYMBOL

PHOTOGRAPH INDICATOR

PHOTOGRAPH

IDENTIFICATION

DRAWING NUMBER

DETAIL NUMBER

A

TEXT

INDICATES EXIST

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

DENOTES REFERENCE TO ENLARGED

PLANS WITH DRAWING NUMBER

INDICATED

X

XXX

TOWNSHIP OF SPRING

TOWNSHIP OF SPRING POLICE BUILDING RENOVATION

TOWNSHIP OF SPRING, BERKS COUNTY, PENNSYLVANIA

1. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES SHOWN ARE

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR

PRIOR TO BIDDING.

2. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE ADEQUATE, PROPER

SHORING DEVICES ON SITE AT ALL TIMES. CONTRACTOR SHALL CONFORM

TO ALL LOCAL, STATE AND FEDERAL REGULATIONS.

SCALE:2 NONE

VICINITY MAP

CODE SUMMARY

ISSUED FOR

BIDDING

2018 (IBC) INTERNATIONAL BUILDING CODE

2018 (IEBC) INTERNATIONAL EXISTING BUILDING CODE

2018 (IMC) INTERNATIONAL MECHANICAL CODE

2018 (IPC) INTERNATIONAL PLUMBING CODE

2018 (IECC) INTERNATIONAL ENERGY CONSERVATION CODE

2018 (IFC) INTERNATIONAL FIRE CODE

2017 (NEC) NATIONAL ELECTRICAL CODE (NFPA-70)

2017 (ICC) INTERNATIONAL CODE COUNCIL

(ANSI A117.1, CHAPTER 11, IBC 2021 ACCESSIBILITY REQUIREMENTS)

IEBC CHAPTER 4: REPAIRS

BUILDING COMPONENTS BEING REPAIRED:

- DRYWALL

- COLUMNS (EXTERIOR)

- FRONT PORCH

IEBC CHAPTER 7: ALTERATION - LEVEL 1

IBC CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION

SECTION 302 - CLASSIFICATION

SECTION 304.1 - BUSINESS GROUP B

CONSTRUCTION CLASSIFICATION: IIB - FULLY SPINKLERED

IBC CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

SECTION 503 – GENERAL BUILDING HEIGHTS AND AREAS

SECTION 504 – BUILDING HEIGHT AND NUMBER OF STORIES

TABLE 504.3 - ALLOWABLE BUILDING HEIGHT: 75'

TABLE 504.4 - ALLOWABLE NUMBER OF STORIES: 4

SECTION 506 – BUILDING AREAS

TABLE 506.2 - ALLOWABLE AREA: 23,000 SF PER FLOOR

PERMITTED FOR TYPE IIB CONSTRUCTION:

B OCCUPANCIES: 2 STORIES, 30' HIGH, 23,000 SF

ACTUAL: (2) STORY ABOVE GRADE, W/ BASEMENT 19,010 SF,

6,200 SF (BASEMENT)

6,467 SF (FIRSTFLOOR)

6,343 SF (SECOND FLOOR)

FULLY SPRINKLERED

IBC CHAPTER 6: TYPES OF CONSTRUCTION

EXISTING SPRINKLER SYSTEM (FULL)

SECTION 601 - GENERAL

TABLE 601: TYPE IIB (PERMITTED FOR TYPE V-B CONSTRUCTION)

TABLE 601 - FIRE RESISTANCE RATING REQUIRED FOR BUILDING

ELEMENTS CONSTRUCTION TYPE V-B – “0” HOURS FOR ALL BUILDING

ELEMENTS

SECTION 602 - CONSTRUCTION CLASSIFICATION

SECTION 602.5 - TYPE II CONSTRUCTION IS THAT TYPE OF

CONSTRUCTION IN WHICH THE STRUCTURAL ELEMENTS, EXTERIOR

WALLS, AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY

THIS CODE.

IBC CHAPTER 8: INTERIOR WALL AND CEILING FINISHES

SECTION 803, TABLE 803.13

CLASS C FINISHES: ROOMS AND ENCLOSED SPACES

IBC CHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS

SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS

SECTION 903.2.1 – WHERE REQUIRED:

SPRINKLER SYSTEM IS NOT REQUIRED IN USE GROUP B.

SECTION 906 - PORTABLE FIRE EXTINGUISHERS

SECTION 906.1 - REQUIRED FOR B OCCUPANCIES

TABLE 906.3 (1)

MIN. 2-A EXTINGUISHER RATINGS

MIN. 1-A PER 3000 SF OF FLOOR

MAXIMUM 75' TRAVEL DISTANCE TO EXTINGUISHER

OR

TABLE 906.3 (2)

MIN. 5-B EXTINGUISHER RATINGS W/ 30' MAX TRAVEL

MIN. 10-B EXTINGUISHER RATINGS W/ 50' MAX TRAVEL

IECC CHAPTER 3: GENERAL REQUIREMENTS

SECTION 301 - CLIMATE ZONES

TABLE C301.1 – BERKS COUNTY, PENNSYLVANIA - ZONE 5A

IECC CHAPTER 4: COMMERCIAL ENERGY EFFICIENCY

SECTION 402 - BUILDING ENVELOPE REQUIREMENTS

TABLE R402.1.3 -OPAQUE THERMAL ENVELOPE INSULATION

COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD:

1. WALLS, MASS, ZONE 5A: R-13+R-3.8CI OR R-20, PROVIDED.

2. ATTIC AND OTHER, ZONE 5A: R-38, PROVIDED.

3. JOIST/FRAMING BELOW GRADE: R-30.

4. SLAB-ON-GRADE FLOORS, ZONE 5A: R-10, 24IN. BELOW

PROJECT NAME: POLICE BUILDING REHABILITATION

BUILDING: THE TOWNSHIP OF SPRING POLICE DEPARTMENT

PROJECT LOCATION: 2800 SHILLINGTON ROAD, READING, PA 19608

OWNER: SPRING TOWNSHIP

DESIGN PROFES: ENTECH ENGINEERING, INC.

201 PENN STREET

PO BOX 32

READING, PENNSYLVANIA 19603

PHONE: 610.373.6667 / FAX: 610.373.7537

PROJECT TYPE: RENOVATION

PROJECT SITE

SITE CIVIL IMPROVEMENTS AND BUILDING SAFETY UPGRADES

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

TOWNSHIP OF SPRING 2850 WINDMILL RD

READING, PA. 19608 610-678-5393 OFFICE PERSONNEL

PENNSYLVANIA ELECTRIC CO 341 WHITE POND DRIVE

AKRON, OH. 44320

madams@firstenergycorp.com

330-252-4013 MELLYSSA ADAMS

PPL ELECTRIC UTILITIES CORPORATION 4810 LYCOMING MALL

MONTOURSVILLE, PA. 17754

pdseitzer@pplweb.com

570-368-5394 PAMELA SEITZER

PENNSYLVANIA AMERICAN WATER 171 W JOHNSON HWY

NORRISTOWN, PA. 19401

siti.yearwood@amwater.com

610-292-3575 SITI YEARWOOD

UGI UTILITIES INC 225 MORGANTOWN RD

READING, PA. 19611

kzielaskowski@ugi.com

610-736-5571 KURT ZIELASKOWSKI

VERIZON PENNSYLVANIA LLC N/A 1call-verizon-pade@verizon.com OFFICE PERSONNEL

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR FINAL DESIGN

COORDINATE PA ID# 13274328

SERIAL NUMBERS ISSUED:

1-800-242-1776

PE

NN

SY

LV

ANIA ONE CALL SYSTEM

, INC

STOP -CALL BEFORE YOU D

IG

20260542195 (FINAL DESIGN)

DRAWING INDEX CONTRACT NO. 01

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES,

DRAWING CONVENTIONS AND MAPS

G-002 DRAWING LEGENDS, SYMBOLS, AND ABBREVIATIONS

G-101 AERIAL SITE PLAN - EXISTING CONDITIONS

DEMOLITION

GD-401 SITE DEMOLITION PLAN

EROSION AND SEDIMENTATION

ES-101 CONTROL PLAN

ES-501 CONTROL NOTES

ES-502 CONTROL DETAILS

CIVIL

C-101 SITE PLAN

C-401 ENLARGED SITE PIPING PLAN

C-402 ENLARGED SIDEWALK PLAN

C-403 BACKFILL PLAN, DETAILS AND NOTES

C-501 CONSTRUCTION DETAILS

C-502 RESTORATION DETAILS

C-701 SPECIFICATIONS

ARCHITECTURAL

A-101 FIRST AND SECOND FLOOR - BALLISTIC PLAN

A-102 FIRST FLOOR DEMOLITION AND NEW WORK - BALLISTIC PLAN

A-103 BALLISTIC DOOR AND WINDOW DETAILS AND NOTES

A-104 BALLISTIC GLASS AND PANEL DETAILS AND NOTES

A-105 ELECTRICAL BILLBOARD PLAN AND DETAILS

A-106 FLOOR PLAN, WATERPROOFING SECTIONS, DETAILS AND NOTES

A-701 SPECIFICATIONS - 1

A-702 SPECIFICATIONS - 2

A-703 SPECIFICATIONS - 3

ELECTRICAL

ED-101 DEMOLITION FLOOR PLANS

E-101 FLOOR PLANS - NEW WORK

E-701 LEGEND, NOTES, AND SPECIFICATIONS

DRAWING INDEX CONTRACT NO. 02

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES,

DRAWING CONVENTIONS AND MAPS

G-002 DRAWING LEGENDS, SYMBOLS, AND ABBREVIATIONS

G-101 AERIAL SITE PLAN - EXISTING CONDITIONS

MECHANICAL

MD-101 DEMOLITION FLOOR PLANS

M-101 FLOOR PLANS

M-701 SCHEDULES, NOTES, AND SPECIFICATIONS

CONTRACT NO. 1 - GENERAL CONSTRUCTION

CONTRACT NO. 2 - MECHANICAL CONSTRUCTION

356.00

360 PROPOSED GRADE (MAJOR)

PROPOSED STORM DRAIN

PROPOSED PAVED SURFACE

ROCK CONSTRUCTION ENTRANCE

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED YARD HYDRANT

PROPOSED GATE VALVE

PROPOSED PLUG VALVE

PROPOSED MECHANICAL JOINT FITTING

LIMIT OF DISTURBANCE

Bh SwD

B-5

EXISTING FACILITY TO BE REMOVED

EXISTING FACILITY TO BE MODIFIED

NEW BUILDING FACILITIES

PROPOSED MACADAM ACCESS

ROAD/ STONE DRIVEWAY

EROSION CONTROL BLANKET STEEP SLOPES

PROPOSED HYDRANT

RIP RAP OUTLET PROTECTION

FILTER BAG INLET PROTECTION

PROPOSED CURB STOP

PROPOSED WATER METER & METER BOXWMB

CS

PROPOSED SANITARY MANHOLE

356 PROPOSED GRADE (MINOR)

EROSION CONTROL SWALE MATTING

CB

YH

D

S

TEXT PROPOSED TEXT

MATCHLINE

MATCH LINE REFER TO DWG C-101

TRENCH PLUG

PROPOSED CLEAN OUTCO

A

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\G-002.dwgLa st

E di te d by : m hi es te r

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

IP

O F

SP

R

IN

G

, B

ER

KS

C

O U

N

TY

, P

EN

N

SY

LV

AN

IA

SI

TE

C

IV

IL

IM

PR

O

VE

M

EN

TS

A N

D B

U

IL

D

IN

G S

AF

ET

Y U

PG

R

AD

ES

G-002

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

DRAWING NO.

4644.029

CAD

KJL

MAH

AS NOTED

/1

1/

D

R

AW

IN

G

L

EG

EN

D

S, S

YM

BO

LS

A

N D

A

BB

R

EV

IA

TI

O N

S G

EN

ER

AL

CIVIL LEGEND ABBREVIATIONS LEGEND

REFRIGERATOR

RESILIENT BASE

REINFORCE(D), REINFORCING

RISER, RADIUS

PAPER TOWEL DISPENSER

POINT, PRESSURE TREATED

PAPER TOWEL RECEPTACLE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PLUMBING CONTRACTOR

SOLID SURFACE MATERIAL

SPECIAL WALL COVERING

RAIN WATER CONDUCTOR

ROUGH OPENING, ROOF OPENING

SOLID POLYMER FABRICATIONS

SQUARE FOOT

SPECIFICATION

TOILET PARTITION

VENT THROUGH ROOF

VINYL COMPOSITION TILE

VINYL COVE BASE

VENEER PLASTER, VAPOR PROOF

UNLESS NOTED OTHERWISE

TOILET PAPER DISPENSER

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TOP OF MASONRY

FINISHED

ABOVE

PLUMBING

MOUNTING

ESTIMATE

EQUIPMENT

EXHAUST

EXISTING

EQUAL

EACH WAY

FIRE ALARM

FLOOR DRAIN

EXTERIOR

EXPANSION

ELECTRIC WATER COOLER

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FINISHED BY OTHERS

FINISH FLOOR ELEVATION

FIRE HOSE CABINET

CONTRACTOR INSTALLED

NON-FUSED DISCONNECT SWITCH

OPPOSITE

NUMBER / NORMALLY OPEN

NOMINAL

NOT IN CONTRACT

NOT TO SCALE

NOT APPLICABLE

OPENING

OVERHEAD

OVERALL / OUTSIDE AIR

OUTSIDE DIAMETER

OWNER FURNISHED

ON CENTER

WITHOUT

WOOD

WITH

UNDERCUT

VERTICAL

TYPICAL

AMERICAN STANDARD TESTING MATERIAL

CEILING

CLOSET

COLUMN

CONCRETE

CONSTRUCTION

CORRIDOR

COURSE(S)

CURB STOP, CORPORATION STOP

CARPET

CONTRACTOR

CONTINUOUS

CLEAN ROOM WALL PANEL

CONCRETE MASONRY UNIT

DOWN SPOUT

DRAWING

DOOR, DRAIN

DIAMETER

DIMENSION

EMERGENCY

ELECTRIC(AL)

ELEVATION

EACH

DRINKING FOUNTAIN

EXPANSION JOINT

EXPANSION JOINT

ELECTRICAL CONTRACTOR

DETAIL

ADJUSTABLE

ALTERNATE

ACOUSTIC

ABANDON

ASPHALT

APPROXIMATE

ALUMINUM

ACOUSTIC TILE CEILING

ABOVE FINISHED FLOOR

ARCHITECTURAL WOOD INSTITUTE

BOTTOM FOUNDATION ELEVATION

ARCHITECTURAL

BEAM

BRICK

BASEMENT

BOTTOM

BUILDING

BLOCKING

BITUMINOUS

BUILT UP ROOF

CENTERLINE

CATCH BASIN

CONTROL JOINT

CABINET

CENTER TO CENTER

AIR CONDITIONING

MECHANICAL/ELECTRICAL/PLUMBING

LOW POINT, LIGHTING PANEL

MEDIUM DENSITY OVERLAY

JANITOR, JANITOR'S CLOSET

LOUVER

MAXIMUM

METAL

MECHANICAL

MINIMUM

MECHANICAL JOINT

MOUNT(ED)

MISCELLANEOUS

MANUFACTURER

MANUFACTURING

INTERIOR

INSIDE DIAMETER

INFORMATION

ISOLATION JOINT

JOINT

LENGTH, LONG

LAMINATE(D)

LINEAR FOOT

HVAC CONTRACTOR

INSULATE, INSULATION

SUSPENDED

SYSTEM

TREAD, TOP

THICK(NESS)

TERRAZZO

TELEPHONE

TEMPERED

STEEL

STANDARD

STRUCTURAL

SHEET VINYL

STORAGE

SECTION

SIMILAR

SQUARE

SHOWER

ROOM

RUBBER TILE

SANITARY

SCHEDULE

GROUND

HEADER

HANDICAP(PED)

HOLLOW METAL

HARDWARE

HIGH

HEIGHT

HIGH POINT / HORSEPOWER

HANDRAIL

HORIZONTAL

GYPSUM WALLBOARD

HEATING, VENTILATING &

FLOOR

FIXTURE

FACE OF FINISH

FOUNDATION

FOOTING

GAUGE

FIREPROOF(ING)

GALVANIZED

GRAB BAR

FACE OF STUDS

GENERAL CONTRACTOR

FACE OF CONCRETE

FACE OF MASONRY

RETURN

REFERENCE

REQUIRED

REVISION

RESILIENT

RADIUS

QUANTITY

QUARRY TILE

RETURN AIR

ROOF DRAIN

PAIR

PARTITION

PAINTED

PLATE

PLASTER

PLACES

CLEAN-OUT

PREMOLDED JOINT FILLER

LEVEL / LAMINATED VENEER LUMBER

DEPARTMENT

BALANCING VALVE

CUBIC FEET PER MINUTE

AIR CONDITIONING CONDENSATE

CHLORINATED PVC PIPE

DOMESTIC COLD WATER

DOWN

ENTERING AIR TEMPERATURE

ENTERING DRY BULB

EXTERNAL STATIC PRESSURE

ENTERING WET BULB

ENTERING WATER TEMPERATURE

INVERT

JUNCTION BOX

KILOWATT

LEAVING AIR TEMPERATURE

MECHANICAL CONTRACTOR

NORMALLY CLOSED

PANEL

PRESSURE REGULATING VALVE

POLYVINYL CHLORIDE

REVOLUTIONS PER MINUTE

SUPPLY AIR

UNIT HEATER

VARIABLE SPEED DRIVE

VARIABLE FREQUENCY DRIVE

AIR HANDLING UNIT

ACCESS PANEL

FLEXIBLE CONNECTOR

FIN

PLBG

ABV

MTG

TOM

EST

FHC

FEE

FEC

FBO

EXP

FE

FD

FA

EXT

EQUIP

EXIST

EWC

EXH

EQ

EW

OPP

OFCI

OPNG

OC

OD

OA

OH

NFDS

NA

NO

NOM

NTS

NIC

W/O

WD

W/

TOW, TW

TYP

TOS

TPTN

VERT

VTR

UNO

VCT

VCB

UC

VP

TSL

TP

CLG

DET

EA

EMER

ELEC

EJ

EC

EL/ELEV

EXP JT

DIA,Ø

DWG

DR

DS

DIM

DF

CONT

CORR

CRWP

CPT

CRS

CS

CONTR

CONC

COL

CLO

CMU

CONST

CAB

BUR

CJ

LC

CC

CB

BRK

BSMT

BLDG

BLKG

BOT, BTM

BM

BIT

ALUM

ARCH

ASPH

ASTM

BFE

AWI

APPROX

ACT

ADJ

AFF

ALT

ATC

ABDN

LVR

MFG

MISC

MT(D)

MJ

MIN

MANUF.

MAX

MECH

MDO

MEP

MET

JAN

L

LAM

LF

LP

JT

INSUL

IJ

INFO

HC

INT

ID

SSM

STOR

SWC

STR

STD

TMPD

THK

TER

SYS

SUSP

T

TEL

STL

SV

SAN

SCH

RWC

SPEC

SHR

SPF

SECT

SIM

SQ

SF

RO

RT

RM

HORIZ

HVAC

HR

HT

H

HP

GWB

HDWR

GND

H/C

HM

HDR

FOS

GALV

FTG

FP

GC

GB

GA

FIXT

FOF

FOM

FOC

FDN

FLR

QTY

RAD

REFR.

REQD

REINF

REF

REV

RET

RES

RB

RD

QT

RA

R

PNT(D)

PLCS

PTR

PTN

PTD

PSF

PR

PT

PSI

P

PL

PC

CO

PMJF

LVL

DEPT

AHU

AP

FLEX

BV

CFM

COND

CPVC

CW

DN

EAT

DB

ESP

EWT

EWB

INV

JB

KW

LAT

MC

NC

PNL

PRV

PVC

RPM

SA

UH

VSD

VFD

MACADAMMAC

WASTE WATERWW

GALLONGAL

PLYWOODPLY

LEVEL SENSORLS

LEVEL ELEMENTLE

LEVEL TRANSDUCER / TRANSMITERLT

MASONRY OPENINGMO

DUCTILE IRON PIPEDI, DIP

CAST IRON PIPECI, CIP

UNNAMED TRIBUTARYUNT

MOTOR CONTROL PANELMCP

MICRO SCREEN CONTROL PANELMSCP

HAND SWITCHHS

FLOW INDICATING TRANSMITTERFIT

ANALYSIS INDICATING TRANSMITTERAIT

PLUG VALVEPV

STOP GATESG

OL

G

HP

J

NEW EXPOSED WIRING IN RACEWAY

NEW WIRING CONCEALED IN CEILING, WALL OR

UNDERGROUND

BRANCH CIRCUIT HOMERUN TO PANEL, NUMBER OF

ARROWS = NUMBER OF RACEWAYS. ALPHA-NUMERIC

DESIGNATION = PANEL - CIRCUIT #

CONDUIT TURNING DOWN

CONDUIT TURNING UP

DUPLEX RECEPT. MOUNTED AT ABOVE COUNTER

(COORDINATE WITH FURNITURE PROVIDER), NUMBER =

CIRCUIT # IN LOCAL 120/208V PANEL

RECEPTACLE W/ INTEGRAL GROUND FAULT CIRCUIT

INTERRUPTER MOUNTED AT 18" A.F.F., NUMBER =

CIRCUIT # IN LOCAL 120/208V PANEL

RECEPTACLE W/ INTEGRAL GROUND FAULT CIRCUIT

INTERRUPTER, AND WEATHERPROOF-WHILE-IN-USE

COVERPLATE MOUNTED AT 18" A.F.F., NUMBER =

CIRCUIT # IN LOCAL 120/208V PANEL

JUNCTION BOX

MOTOR, HORSEPOWER AS INDICATED ON PLANS

EQUIPMENT DESIGNATION REFER TO GENERAL,

MECHANICAL & PLUMBING DRAWINGS FOR

SCHEDULES

FUSE

CIRCUIT BREAKER

FUSED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

PULL OUT DISCONNECT

TRANSFORMER

GENERATOR

GROUND

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

OVERLOAD RELAY

CONDUCTORS NOT CONNECTED

CONDUCTORS CONNECTED

DISTRIBUTION PANELBOARD, SWITCHBOARD OR

MOTOR CONTROL CENTER, SHOWN TO SCALE ON

PLANS

DISCONNECT SWITCH, TYPE AND SIZE AS INDICATED

ON DRAWINGS

HEAT TRACE POWER CONNECTION KIT

CONTROL STATION (TYPE AS SHOWN)

PHOTO CELL

GFI,14

ELECTRICAL SYMBOL LEGEND

LP1-14

WP,GFI,14

A,13,b

AC,14

EXISTING EXPOSED WIRING IN RACEWAY

EXPLOSION PROOFXP

P

PC

PLUMBING / HVAC SYMBOL LEGEND

MANUAL MOTOR STARTER

OS CEILING MOUNTED WIRELESS MOTION SENSOR

OS CORNER MOUNTED WALL WIRELESS MOTION SENSOR

LUMINAIRE, TYPE AS INDICATED ON LUMINAIRE

SCHEDULE ON SHEET E-501. LETTER = LUMINAIRE TYPE,

NUMBER = CIRCUIT IN LOCAL 120/208V PANEL, lower case letter = SWITCH DESIGNATION

DUPLEX RECEPT. MOUNTED AT 18" A.F.F. UNLESS

OTHERWISE NOTED, NUMBER = CIRCUIT # IN LOCAL

120/208V PANEL

S3b LIGHTING SWITCH - NUMBER (WHERE USED) INDICATES SWITCH TYPE (3 = 3-WAY, ETC...), lower case letter

MATCHES CONTROLLED FIXTURES

A,13,b

SM

BTUH BRITISH THERMAL UNITS PER HOUR

CFU COLD WATER FIXTURE UNITS

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DTW DOMESTIC TEMPERED WATER

DTWR DOMESTIC TEMPERED WATER RETURN

DN DOWN

EAT ENTERING AIR TEMPERATURE

EXH EXHAUST

EF EXHAUST FAN

ESP EXTERNAL STATIC PRESSURE

EXIST EXISTING

GPM GALLONS PER MINUTE

HFU HOT WATER FIXTURE UNITS

MAU MAKE-UP AIR UNIT

MBH 1000 BTUH

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

SAN SANITARY

SQFT SQUARE FEET

UNION

REDUCER

PIPING UP

PIPING DOWN

THERMOSTAT

ITEM TO DEMOLISH

T

VALVE

DIRECTION OF FLOW

DUCT SECTION, SUPPLY AIR

DUCT SIZE, FIRST FIGURE IS SHOWN

DUCT SECTION, RETURN AIR

BALANCING DAMPER

24x12

DUCT SECTION, EXHAUST AIR

SANITARY SEWER

NATURAL GAS

EQUIPMENT DESIGNATION

CONNECTION TO EXISTING

SAN

G

POINT OF DISCONNECTION

AIR FLOW

CD

DOMESTIC HOT WATER PIPING

DOMESTIC COLD WATER PIPING

CONDENSATE DRAIN PIPING

HOSE BIBB

UHW UTILITY HOT WATER

RAIN LEADERRL

PROPOSED MULCH AREA

PROPOSED GRASS AREA

PROPOSED SIDEWALK AREA

PROPOSED UNDERGROUND

ROOF DRAIN SYSTEM

PROPOSED FOUNDATION DRAIN (PERFORATED)

PROPOSED FOUNDATION DRAIN (SOLID)

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\G-101.dwgLa st

E di te d by : m hi es te r

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

IP

O F

SP

R

IN

G

, B

ER

KS

C

O U

N

TY

, P

EN

N

SY

LV

AN

IA

SI

TE

C

IV

IL

IM

PR

O

VE

M

EN

TS

A N

D B

U

IL

D

IN

G S

AF

ET

Y U

PG

R

AD

ES

G-101

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

DRAWING NO.

4644.029

CAD

KJL

MAH

AS NOTED

/1

1/

G

EN

ER

AL

AE

R

IA

L

SI

TE

P

LA

N

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

GENERAL NOTES

SCALE:1 1" = 20'

AERIAL SITE PLAN - EXISTING CONDITIONS

00 20' 40'

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

3. EXISTING AERIAL SITE PLAN INDICATES EXISTING CONDITIONS ONLY.

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\GD-401.dwgLa st

E di te d by : m hi es te r

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

IP

O F

SP

R

IN

G

, B

ER

KS

C

O U

N

TY

, P

EN

N

SY

LV

AN

IA

SI

TE

C

IV

IL

IM

PR

O

VE

M

EN

TS

A N

D B

U

IL

D

IN

G S

AF

ET

Y U

PG

R

AD

ES

GD-401

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

DRAWING NO.

4644.029

CAD

KJL

MAH

AS NOTED

/1

1/

SI

TE

D

EM

O

LI

TI

O N

P

LA

N D

EM

O

LI

TI

O N

GENERAL NOTES

A. REMOVE EXISTING CONCRETE SIDEWALK TO FACILITATE INSTALLATION

OF PROPOSED CONCRETE SIDEWALK.

B. EXISTING PAVEMENT TO BE REMOVED TO FACILITATE INSTALLATION OF

PROPOSED DRAINAGE LINES.

C. REMOVE EXISTING PORTION OF FOUNDATION DRAIN PIPING TO

FACILITATE INSTALLATION OF PROPOSED FOUNDATION DRAIN.

D. EXISTING FOUNDATION DRAIN AND ROOF LEADER PIPING TO BE CAPPED

AND ABANDONED IN PLACE.

E. REMOVE EXISTING RAILING, TEMPORARY STORE, FOR REINSTALLATION.

PROTECT RAILING FROM DAMAGE DURING REMOVAL. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE TO EXISTING RAILING.

- DEMOLITION KEYNOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

SCALE:1 1" = 20'

SITE DEMOLITION PLAN

00 20' 40'

D

B

B

A

A

A

C

D

D

D

C

C

C C

C

D

CC

B

B

A

B

ALTERNATE No. 1

1-1/2" PAVEMENT MILL

AND OVERLAY

GENERAL NOTES

1. THE FOLLOWING DEFINITIONS APPLY TO THE WORK:

A. REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT

THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN

THE OWNER'S PROPERTY.

B. REMOVE AND SALVAGE: ITEMS INDICATED TO BE REMOVED AND

SALVAGED REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN,

PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY

CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S

DESIGNATED STORAGE AREA.

C. REMOVE FOR REINSTALLATION: REMOVE ITEMS INDICATED; CLEAN,

SERVICE, AND OTHERWISE PREPARE THEM FOR REUSE AND

PROTECT THEM AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME

LOCATIONS OR IN LOCATIONS INDICATED ON NEW WORK

DRAWINGS.

D. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO

REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE

DEMOLITION. WHEN PERMITTED BY THE OWNER'S

REPRESENTATIVE, ITEMS MAY BE REMOVED TO A SUITABLE

PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION

AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL

LOCATIONS.

2. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY ITEMS

IDENTIFIED TO BE REMOVED. AT THE BEGINNING OF DEMOLITION

WORK THE OWNER'S REPRESENTATIVE SHALL IDENTIFY ALL ITEMS TO

BE SALVAGED.

3. DEMOLITION SHALL BE PERFORMED IN AN ORDERLY FASHION. ALL

NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT EXISTING

FACILITIES FROM DAMAGE DURING CONSTRUCTION.

E

GENERAL CONTRACTOR

RESPONSIBILITIES

1. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION LISTED

WITHIN THE CONSTRUCTION DOCUMENTS (PLANS, SPECIFICATIONS,

ETC.). SEQUENCE DEMOLITION WORK AS REQUIRED TO MAINTAIN

BUILDING INTEGRITY.

384384

DbB

DbB

DbB

UmB

UmB

DbB

DbB

DbB

INV IN 6" HDPE=378.7'

INV IN 6" HDPE=378.7'

INV IN 6" HDPE=378.6'

INV IN 6" HDPE=378.6'

INV IN 12" HDPE=382.7'

GRATE=391.76'

INV IN 6" HDPE=383.50' (FD)

INV IN 6" HDPE=386.10' (RD)

INV IN 6" HDPE=388.00' (RD)

INV OUT 12" HDPE=383.44' (FD)

INV IN 6" HPDE=382.8' (RD)

INV IN 6" HDPE=382.8 (FD)

C S-12

C S-12

C S-12

C S-12

C S-12

C S-12

C S-12

C S-12

C S-12

C S-12

CS-12 CS-12 CS-12 CS-12 CS-12 CS-12 CS-12 CS-12 CS-12 CS-12 CS-12

C S-12

C S-12

FILTER BAG INLET PROTECTION

TOPSOIL STOCKPILE

Bh SwD

PROPOSED GRADE (MAJOR)

12" COMPOST FILTER SOCK

PROPOSED GRADE (MINOR)

LIMIT OF DISTURBANCE

CS-12 CS-12

A

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\ES-101.dwgLa st

E di te d by : m hi es te r

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

IP

O F

SP

R

IN

G

, B

ER

KS

C

O U

N

TY

, P

EN

N

SY

LV

AN

IA

SI

TE

C

IV

IL

IM

PR

O

VE

M

EN

TS

A N

D B

U

IL

D

IN

G S

AF

ET

Y U

PG

R

AD

ES

ES-101

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

DRAWING NO.

4644.029

CAD

KJL

MAH

AS NOTED

/1

1/

GENERAL NOTES

SCALE:1 1" = 20'

EROSION AND SEDIMENTATION CONTROL PLAN

00 20' 40'

ER

O

SI

O

N A

N D

S

ED

IM

EN

TA

TI

O N

C O

N

TR

O L

PL

AN

SOIL TYPES

DbB DUFFIELD SILT LOAM, 3 TO 8 PERCENT SLOPES UmB URBAN LAND-DUFFIELD COMPLEX, 0 TO 8 PERCENT SLOPES

E&S LEGEND

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

LIMIT OF DISTURBANCE

(0.42 ACRES)

TOPSOIL

STOCK PILE

CONCRETE

WASHOUT

TYPE-C FILTER BAG

INLET PROTECTION

12" COMPOST

FILTER SOCK (TYP)

ES-502

ALTERNATE No. 1

1-1/2" PAVEMENT MILL

AND OVERLAY

ES-502

ES-502

ES-502

EROSION CONTROL

BLANKET (NAG S-75)

TRENCH

RESTORATION (TYP.)

C-502

TRENCH

RESTORATION (TYP.)

C-502

TYPE-M FILTER BAG

INLET PROTECTION

ES-502

ES-502

TYPE-C FILTER BAG

INLET PROTECTION

ES-502

TYPE-C FILTER BAG

INLET PROTECTION

ES-502

TYPE-M FILTER BAG

INLET PROTECTION

ES-502

TYPE-M FILTER BAG

INLET PROTECTION

ES-502

TYPE-M FILTER BAG

INLET PROTECTION5

ES-502

TYPE-M FILTER BAG

INLET PROTECTION

ES-502

TYPE-M FILTER BAG

INLET PROTECTION

ES-502

TYPE-M FILTER BAG

INLET PROTECTION

ES-502

ER

O

SI

O

N A

N D

S

ED

IM

EN

TA

TI

O N

C O

N

TR

O L

N O

TE

S

A

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\ES-501.dwgLa st

E di te d by : m hi es te r

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

IP

O F

SP

R

IN

G

, B

ER

KS

C

O U

N

TY

, P

EN

N

SY

LV

AN

IA

SI

TE

C

IV

IL

IM

PR

O

VE

M

EN

TS

A N

D B

U

IL

D

IN

G S

AF

ET

Y U

PG

R

AD

ES

ES-501

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

DRAWING NO.

4644.029

CAD

KJL

MAH

AS NOTED

/1

1/

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, LEGEND AND DRAWING CONVENTIONS.

GENERAL SHEET NOTESSTANDARD E&S PLAN NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS

AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED EROSION AND

SEDIMENT (E&S) A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED

BY THE BERKS COUNTY CONSERVATION DISTRICT) MUST BE AVAILABLE AT THE

PROJECT SITE AT ALL TIMES. THE CONSERVATION DISTRICT SHALL BE NOTIFIED OF

ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE

CHANGES. THE DISTRICT MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES

FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO

REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.

3. 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 BEST MANAGEMENT PRACTICES (BMPS)

SPECIFIED BY THE CONSTRUCTION SEQUENCE FOR THAT STAGE OR PHASE HAVE

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

4. 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.

5. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

OPERATOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE POTENTIAL FOR

EROSION AND SEDIMENT POLLUTION AND NOTIFY THE BERKS COUNTY CONSERVATION

DISTRICT AND/OR THE SOUTH-CENTRAL REGIONAL OFFICE OF DEP.

6. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE

PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

DISCHARGE POINTS SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE

TO ACTIVE WATERWAYS.

7. UNTIL THE SITE IS STABILIZED, ALL E&S BMPS MUST BE MAINTAINED PROPERLY.

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL E&S 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 E&S BMPS FAIL

TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED.

8. 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.

9. 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.

10. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER

DESCRIBED ON THE PLAN DRAWINGS.

11. ALL EXCAVATION FOR UTILITY LINE INSTALLATION SHALL BE LIMITED TO THE AMOUNT

THAT CAN BE EXCAVATED, INSTALLED, BACKFILLED AND STABILIZED WITHIN ONE

WORKING DAY. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED ON THE UPSLOPE

SIDE OF THE TRENCH.

12. 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.

13. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN

ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR

OTHER APPROVED METHOD.

14. 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

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION 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.

CONSTRUCTION SEQUENCE

1. PRIOR TO CONSTRUCTION, THE PROPOSED LIMIT OF DISTURBANCE (LOD) SHALL BE

DELINEATED AND STAKED IN THE FIELD.

2. THE EXISTING STREETS WILL BE UTILIZED FOR ACCESS TO THE WORK AREAS.

3. INSTALL PERIMETER EROSION AND SEDIMENT CONTROL BMPS, INCLUDING SILT SOCKS

AND INLET FILTER BAGS, IN ACCORDANCE WITH THE APPROVED PLANS.

4. INSTALL A DESIGNATED CONCRETE WASHOUT AREA IN ACCORDANCE WITH THE

APPROVED EROSION AND SEDIMENT CONTROL PLAN PRIOR TO ANY CONCRETE WORK.

5. STORAGE AND LAYDOWN AREAS WILL BE LOCATED IN EXISTING PAVED OR GRAVEL

AREAS. IF ADDITIONAL STORAGE AREAS ARE REQUIRED, OBTAIN APPROVAL FROM THE

APPROPRIATE AUTHORITY PRIOR TO USE.

6. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN PROPOSED WORK AREAS,

INCLUDING SAWCUTTING/REMOVAL OF EXISTING PAVEMENT AND SIDEWALK,

TRENCHING AS REQUIRED TO ACCESS/REMOVE EXISTING FOUNDATION DRAINS AND

ROOF DRAINS, AND CUTTING AND CAPPING ALL LINES CALLED OUT TO BE CUT AND

CAPPED IN PLACE.

7. EXCAVATE, BACKFILL, AND COMPACT FOR THE INSTALLATION OF NEW PIPING,

INCLUDING TRENCHING FOR NEW FOUNDATION DRAINS AND ROOF DRAINS.

8. INSTALL NEW FOUNDATION DRAINS AND ROOF DRAINS AND CONNECT/TIE-IN TO INLETS

AND/OR OTHER APPROVED STORM SYSTEM CONNECTION POINTS AS INDICATED ON

THE DRAWINGS.

9. RESTORE SUBGRADES AND COMPLETE FINAL GRADING IN PROPOSED WORK AREAS IN

ACCORDANCE WITH THE DRAWINGS.

10. PLACE FINAL PAVEMENT AND CONCRETE SIDEWALK IN ACCORDANCE WITH THE

APPROVED GRADING AND PROJECT DRAWINGS.

11. TRENCHING WORK FOR NEW PIPES SHALL BE LIMITED TO THE AMOUNT THAT CAN BE

EXCAVATED, INSTALLED, BACKFILLED, AND STABILIZED WITHIN ONE WORKDAY.

TRENCHING SHALL CONFORM TO THE FOLLOWING BMP PROCEDURES:

· STOCKPILE EXCAVATED SOIL IN A CONTROLLED LOCATION TO PREVENT SEDIMENT

TRANSPORT.

· BACKFILL WITH SELECT MATERIAL WHERE SPECIFIED.

· DEWATER EXCAVATIONS, IF NECESSARY, TO A FILTER BAG OR APPROVED

DEWATERING DEVICE IN A STABLE VEGETATED AREA AND PROVIDE ADDITIONAL

CONTROLS AROUND THE DISCHARGE AS REQUIRED.

11. ON STEEP SLOPES, INSTALL EROSION CONTROL BLANKETS ON AREAS WITH SLOPES

3H:1V OR STEEPER, OR AS SPECIFIED.

12. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO COMPLETION, ALL

EXPOSED SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED

IMMEDIATELY.

13. THE CONTRACTOR SHALL INSPECT EROSION AND SEDIMENT CONTROL BMPS WEEKLY

AND AFTER EACH RAINFALL EVENT. POST-STORM INSPECTIONS SHALL BE CONDUCTED

WITHIN 24 HOURS AFTER EACH MEASURABLE STORM EVENT (0.25 INCH OR GREATER)

OR THE OCCURRENCE OF SNOWMELT SUFFICIENT TO CAUSE A DISCHARGE.

14. THE CONTRACTOR SHALL REPAIR ANY DAMAGED BMPS IMMEDIATELY. REMOVED

SEDIMENT SHALL BE PLACED IN DESIGNATED UPLAND AREAS AND STABILIZED.

15. MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS IN EFFECTIVE WORKING

ORDER UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.

16. STABILIZATION SHALL BE DEFINED AS:

· VEGETATED AREAS: 70% UNIFORM PERENNIAL COVER.

· PAVED AREAS: APPLICATION OF THE BASE COURSE LAYER (OR FINAL SURFACE

WHERE APPLICABLE).

17. REMOVED SEDIMENT SHALL BE INCORPORATED INTO FINAL GRADING OPERATIONS OR

DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE SOLID WASTE

MANAGEMENT REGULATIONS.

18. AFTER FINAL STABILIZATION HAS BEEN ACHIEVED, REMOVE TEMPORARY BMPS.

IMMEDIATELY STABILIZE ANY AREAS DISTURBED DURING BMP REMOVAL.

NOTE: A COPY OF THE SEDIMENT AND EROSION CONTROL PLAN MUST BE

AVAILABLE AT THE PROJECT SITE DURING CONSTRUCTION UNTIL

STABILIZATION IS ACHIEVED.

MATERIAL NOTES

1. ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND

RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT’S SOLID WASTE

MANAGEMENT REGULATIONS AT 25 PA. CODE CHAPTER 260, §§260.1 ET SEQ., 271.1,

AND 287.1 ET. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS

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

2. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY A

COUNTY CONSERVATION DISTRICT OR DEP FULLY IMPLEMENTED PRIOR TO BEING

ACTIVATED.

3. 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. 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.

4. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9

INCHES IN THICKNESS.

5. 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.

6. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL

NOT BE INCORPORATED INTO FILLS.

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

STABILIZATION NOTES

1. 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.

2. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3

TO 5 INCHES, OR 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.

3. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE, THE SITE SHALL BE

IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM ACCELERATED

EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.”

4. STRAW MULCH MUST BE APPLIED AT RATES OF AT LEAST 3.0 TONS PER ACRE. STRAW

MULCH SHOULD BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING

WINDBLOWN.

5. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON

REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS

NEED NOT BE VEGETATED.

6. 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 ACCORDING TO THE STANDARDS OF THIS PLAN.

7. 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.

8. 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.

9. 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 BERKS COUNTY CONSERVATION DISTRICT OR DEP.

RECOMMENDED MULCHING SPECIFICATIONS

1. MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO VEGETATE, AND

DURING OFF-SEASON OPERATIONS. MULCHING METHODS AND MATERIALS SHALL

CONFORM TO THE FOLLOWING:

a. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW

APPLIED AT THE RATE OF 3 TONS PER ACRE. MULCH BLOWER SHALL NOT GRIND

OR CHOP THE MATERIAL. WOODCHIPS, FREE OF INSECTS AND DISEASE ARE

PERMITTED AT A RATE OF 4-6 TONS PER ACRE.

b. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT

APPROXIMATELY 85% TO 95% OF THE SOIL SURFACE WILL BE COVERED. MULCH

ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO

MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE

FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE SLOPE.

i. PEG AND TWINE – DRIVE 8” TO 10” PEGS TO WITHIN 2” TO 3” OF THE SOIL

SURFACE EVERY 4’ IN ALL DIRECTIONS. TAKES MAY BE DRIVEN BEFORE OR

AFTER APPLYING MULCH. SECURE THE MULCH TO THE SOIL SURFACE BY

STRETCHING TWINE BETWEEN PEGS IN A CRISSCROSS OR SQUARE

PATTERN, AND SECURE THE TWIN AROUND EACH PEG WITH TWO OR MORE

ROUND

ii. MULCH NETTING – STAPLE PAPER, JUTE, COTTON OR PLASTIC NETTINGS TO

THE SOIL SURFACE. USE DEGRADABLE NETTING IN AREAS TO BE MOWED.

iii. MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE BY TRACKED

VEHICLE OR OTHER SUITABLE EQUIPMENT.

c. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE

MULCH. IN VALLEYS AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE

UNIFORM IN APPEARANCE.

d. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS PER ACRE, OR

PER MANUFACTURER RECOMMENDATION, MAY BE APPLIED BY A HYDROSEEDER.

USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN

SPRING AND OTHER:

f. WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF SEDIMENT IS

EVIDENT OR ANTICIPATED, A MINIMUM OF 4” OF CRUSHED STONE SHALL BE

PLACED WITHIN THE AFFECTED AREA AND MAINTAINED UNTIL PERMANENT

STABILIZATION IS PROVIDED. ADDITIONAL STONE SHALL BE PLACED AS REQUIRED

UNTIL STABILIZATION IS ACHIEVED. CRUSHED STONE SHALL CONFORM TO AASTO

DESIGNATION M43. SIZE NO. 2 (2-1/2” TO 1-1/2”).

CHANNEL NOTES (APPLICABLE TO E&S PLANS WITH PROPOSED CHANNELS)

1. 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.

2. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE

IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL

CROSS-SECTION AND PROTECTIVE 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.

3. 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.

RECYCLING AND DISPOSAL METHODS

CONSTRUCTION MATERIALS AND OTHER CONSTRUCTION SITE WASTES MUST BE

PROPERLY MANAGED AND DISPOSED OF TO REDUCE POTENTIAL FOR POLLUTION TO

SURFACE AND GROUND WATERS AS PER 25 PA. CODE § 102.4(B)(5)(XI). PROPER TRASH

DISPOSAL, RECYCLING OF MATERIALS, PROPER MATERIALS HANDLING, AND SPILL

PREVENTION AND CLEAN-UP REDUCE THE POTENTIAL FOR CONSTRUCTION SITE WASTES

TO BE MOBILIZED BY STORMWATER RUNOFF AND CONVEYED TO SURFACE WATERS.

· COLLECTED SEDIMENT WILL BE PLACED ON FILL SLOPES AND GRADED, SEEDED AND

MULCHED AS NEEDED TO ATTAIN STABILIZATION.

· THE CONTRACTOR SHALL REMOVE FROM THE SITES, RECYCLE OR DISPOSE OF ALL

MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE

MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1 E. SEQ. AND 287.1 ET

SEQ.

· ANTICIPATED CONSTRUCTION WASTES FOR THIS PROJECT MAY INCLUDE PAVEMENT,

SOIL, CONCRETE AND SOME EXISTING PIPE.

GROUND COVER

AFTER THE EARTH DISTURBANCE ACTIVITY IS COMPLETED, THE DISTURBED AREA MUST BE

REVEGETATED. THE VEGETATIVE COVER MUST BE A UNIFORM 70% PERENNIAL VEGETATIVE

COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND

SEDIMENTATION. ANOTHER OPTION IS TO USE AN ACCEPTABLE BMP, WHICH PERMANENTLY

MINIMIZES ACCELERATED EROSION AND SEDIMENTATION.

TEMPORARY SEEDING

TEMPORARY SEEDING WILL BE PERFORMED DURING THE GERMINATION SEASON (APRIL TO

OCTOBER) FOR THE ESTABLISHMENT OF GRASS SEED ON DISTURBED AREAS BEFORE THE

START OF THE DORMANT SEASON. DURING THE NON-GERMINATION SEASON, MULCH SHALL

BE APPLIED TO THE DISTURBED SURFACES AND THE SEED MIXTURE WILL BE ADDED AT THE

START OF THE GERMINATION PERIOD.

· ALL GRASS AREAS DISTURBED BY THE WORK OF THIS PROJECT SHALL BE

SEEDED AS FOLLOWS:

O APPLY AGRICULTURAL LIME AND FERTILIZER AS FOLLOWS FOR TEMPORARY

SEEDING:

¨ AGRICULTURAL LIME - 40 POUNDS PER 1,000 SQUARE FEET

¨ FERTILIZER - 12.5 POUNDS PER 1,000 SQUARE FEET

O FERTILIZER SHALL BE A COMMERCIAL TYPE 10-10-10.

O TEMPORARY SEED MIXTURE ANNUAL RYEGRASS -- 1 POUND PER 1,000

SQUARE FEET.

· ALL TEMPORARY SEEDING SHALL BE MULCHED. TEMPORARY SEEDING SHALL BE

WATERED AS REQUIRED TO DEVELOP COVER. NON-POTABLE UTILITY WATER

SHALL BE PROVIDED BY THE CONTRACTOR.

· MULCH SHALL BE STRAW, SHALL BE CLEAN AND FREE FROM NOXIOUS WEEDS,

AND SHALL BE APPLIED AT THE RATE OF 140 POUNDS PER 1,000 SQUARE FEET

(3.0 TONS PER ACRE).

O APPLICATION OF MULCH SHALL BE USED IN CONJUNCTION WITH CRIMPING, A

TACKIFIER OR A SIMILAR METHOD IN ORDER TO PREVENT MULCH FROM

BEING WINDBLOWN.

PERMANENT SEEDING

PERMANENT SEEDING SHALL TAKE PLACE IN ALL DISTURBED AREAS AS FOLLOWS:

· UPON COMPLETION OF EARTH DISTURBANCE ACTIVITIES, THE SITE SHALL BE

IMMEDIATELY STABILIZED.

· THE FOLLOWING SHALL BE SPREAD AND WORKED INTO THE TOPSOIL TO A DEPTH

OF 2 TO 4 INCHES.

O AGRICULTURAL LIME - 240 POUNDS PER 1,000 SQUARE FEET

O FERTILIZER - 25 POUNDS PER 1,000 SQUARE FEET

· THE FERTILIZER SHALL BE A COMMERCIAL TYPE 10-20-20.

· NOTE - IF AGRICULTURAL LIME AND FERTILIZER HAVE BEEN APPLIED PREVIOUSLY

TO THE GROUND WHERE THE PERMANENT SEED IS TO BE APPLIED, THE LIME AND

FERTILIZER RATES SHALL BE REDUCED BY THE AMOUNT BY WHAT HAS BEEN

APPLIED PREVIOUSLY.

· PERMANENT SEED MIXTURE: THE FOLLOWING SEED MIXTURES SHALL BE

APPLIED AS FOLLOWS:

O APPLY MULCH TO ALL PERMANENTLY SEEDED AREAS.

O MATERIALS: STRAW, AIR-DRIED AND FREE FROM UNDESIRABLE SEEDS AND COURSE

MATERIALS. APPLICATION: 140 POUNDS PER 1,000 SQUARE FEET.

· APPLICATION OF MULCH SHALL BE USED IN CONJUNCTION WITH CRIMPING, A

TACKIFIER OR A SIMILAR METHOD IN ORDER TO PREVENT MULCH FROM BEING

WINDBLOWN.

· EROSION CONTROL BLANKETS SHALL BE USED ON SLOPES 3:1 (H:V) OR GREATER.

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\ES-502.dwgLa st

E di te d by : m hi es te r

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

IP

O F

SP

R

IN

G

, B

ER

KS

C

O U

N

TY

, P

EN

N

SY

LV

AN

IA

SI

TE

C

IV

IL

IM

PR

O

VE

M

EN

TS

A N

D B

U

IL

D

IN

G S

AF

ET

Y U

PG

R

AD

ES

ES-502

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

DRAWING NO.

4644.029

CAD

KJL

MAH

AS NOTED

/1

1/

C

O N

TR

O

L D

ET

AI

LS

ER

O

SI

O N

A N

D S

ED

IM

EN

TA

TI

O

N

NOTES:

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

THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO THE

MAIN SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY 12" AND 18" DIAMETER

SOCK SHALL NOT EXCEED THE SLOPE LENGTH THAT IS ALLOWED FOR 18" AND 30"

REINFORCED SILT FENCE. MAXIMUM SLOPE LENGTH FOR 24" DIAMETER SOCK SHALL

NOT EXCEED THAT FOR SUPER SILT FENCE.

2. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS..

3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVE

GROUND HEIGHT OF THE SOCKS AND DISPOSED IN THE MANNER DESCRIBED

ELSEWHERE IN THE PLAN.

4. 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.

5. BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS;

PHOTODEGRADABLE SOCKS AFTER ONE YEAR. POLYPROPYLENE SOCKS SHALL BE

REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

6. 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.

' M

IN

SCALE:2 NONE

COMPOST FILTER SOCK

STANDARD CONSTRUCTION DETAIL #4-1

FL

O

W FLO

W

DISTURBED

AREA

UNDISTURBED AREA

2" x 2" WOODEN STAKES

PLACED 10' O.C.

2" x 2" WOODEN STAKES

PLACED 10' O.C.

COMPOST FILTER SOCK

UNDISTURBED AREA

BLOWN PLACED

FILTER MEDIA

DISTURBED AREA

PLAN VIEW

SECTION VIEW

NOTE:

STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET.

STOCKPILE SLOPES MUST BE 3:1 OR FLATTER.

SCALE:3 NONE

TYPICAL STOCKPILE DETAIL

STOCKPILE

MATERIAL

FILTER FABRIC OR

EQUIVALENT COMPOST

FILTER SOCK

FILTER FABRIC OR

EQUIVALENT COMPOST

FILTER SOCK

PLAN VIEW (TYPICAL)

STOCKPILE

MATERIAL

SLOPE

SLOPE

2 MIN. (TYP.)

INSTALLATION DETAIL

ISOMETRIC VIEW

PLAN VIEW

SCALE:5 NONE

FILTER BAG INLET PROTECTION - TYPE M INLET

STANDARD CONSTRUCTION DETAIL #4-16

2'

4'

3'

WIDTH LENGTH

FLOW

ELEVATION VIEW FLOW

NOTES:

1. MAXIMUM DRAINAGE AREA= 1/2 ACRE

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP.

BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

3. ROLLED EARTHEN BERM SHALL BE PROVIDED AND MAINTAINED IMMEDIATELY DOWN GRADIENT OF THE PROTECTED INLET UNTIL ROADWAY IS STONED. ROAD SUB-BASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL

ROADWAY SURFACE RECEIVES FINAL COAT.

4. 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.

5. 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

OF ACCUMULATED SEDIMENT AS WELL AS ALL USE BAGS ACCORDING TO THE PLAN NOTES

6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

EXPANSION RESTRAINT

(1/4" NYLON ROPE)

2" x 2" x 3/4"

RUBBER BLOCK

1" REBAR FOR

BAG REMOVAL

FROM INLET

REMOVAL

FROM INLET

6" MIN. HEIGHT

BERM

3:1

EARTHEN BERM TO BE STABILIZED

W/ TEMPORARY OR PERMANENT

VEGETATION

2 MIN. : 1STORM

INLET

EXTEND BERM OVER CURB

IF RUN-OFF IS BYPASSING

INLET ON LANDWARD SIDE

SCALE:1 NONE

PUMPED WATER FILTER BAG

STANDARD CONSTRUCTION DETAIL #3-16

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL

SEWN WITH HIGH STRENGTH, DOUBLE STICHED "J" TYPE SEAMS. THEY SHALL BE

CAPABLE OF TRAPPING PARTICLES LARGER THAN 151 MICRONS. HIGH VOLUME FILTER

BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING

STANDARDS:

PROPERTY TEST METHOD MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 lb/in

GRAB TENSILE ASTM D-4632 205 lb

PUNCTURE ASTM D-4833 110 lb

MULLEN BURST ASTM D-3786 350 psi

UV RESISTENCE ASTM D-4355 70%

AOS % RETAINED ASTM D-4751 80 Sieve

NOTES:

1. 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.

2. 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.

3. 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 FT. OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

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

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

PURPOSE.

5. 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.

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

IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

FILTER BAG

FILTER BAG

WELL VEGETATED, GRASSY AREA

PUMP

INTAKE HOSE

CLAMPS

DISCHARGE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

INTAKE HOSE

CLAMPS

DISCHARGE HOSE

PUMP

WELL VEGETATED, GRASSY AREA

ELEVATION VIEW

PLAN VIEW

COMPOST FILTER

SOCK RING REQUIRED

FOR THIS INSTALLATION

NOTE:

FOR SPECIAL PROTECTION WATERSHED, COMPOST BERM OR COMPOST FILTER SOCK SHALL

BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FT. OF ANY

RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

SCALE:4 NONE

CONCRETE WASHOUT DETAIL

SCALE:7 NONE

EROSION CONTROL BLANKET INSTALLATION

STANDARD CONSTRUCTION DETAIL #11-1

BLANKET EDGES

STAPLED AND

OVERLAPPED

(4 IN. MIN.)

INSTALL BEGINNING OF ROLL IN 6 IN.

x 6 IN. ANCHOR TRENCH, STAPLE, BACKFILL AND COMPACT SOIL

STARTING AT TOP OF SLOPE,

ROLL BLANKETS IN DIRECTION

OF WATER FLOW

REFER TO MANUF.

RECOMMENDED STAPLING

PATTERN FOR STEEPNESS AND

LENGTH OF SLOPE BEING

BLANKETED

NOTES:

1. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS

PRIOR TO INSTALLING THE BLANKET.

2. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.

3. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.

4. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE

LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO

NOT STRETCH BLANKET.

5. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

6. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL

VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR

DAYS.

PREPARE SEED BED

(INCLUDING APPLICATION OF

LIME, FERTILIZER AND SEED)

PRIOR TO BLANKET

INSTALLATION

OVERLAP BLANKET ENDS 6" MIN.

W/ THE UPSLOPE BLANKET

OVERLAYING THE DOWNSLOPE

BLANKET (SHINGLE STYLE).

STAPLE SECURELY

THE BLANKET SHOULD

NOT BE STRETCHED; IT

MUST MAINTAIN GOOD

SOIL CONTACT

STAPLE PATTERN "B"

*LOCATION OF SEAM STITCH WILL VARY DEPENDING

ON NORTH AMERICAN GREEN PRODUCT TYPE:

FOR BLANKETS WITH THE OPTIONAL NORTH AMERICAN

GREEN DOT SYSTEM PLACE STAPLES/STAKES

THROUGH EACH OF THE RED COLORED DOTS.

*2"-5"

3.3'

1.15 STAPLES PER SQ. YD.

TM

*2"-5"

SEAM STITCH

3.3'

3'

6'

1.6'

B

TM

2 MIN.(TYP.)

1' MIN.

CURB

INSTALLATION DETAIL

ISOMETRIC VIEW

PLAN VIEW

SCALE:6 NONE

FILTER BAG INLET PROTECTION - TYPE C INLET

STANDARD CONSTRUCTION DETAIL #4-15

2'

4'

3'

WIDTH LENGTH

TOP OF CURB

FLOW

ELEVATION VIEW

EXTEND BERM OVER CURB

IF RUNOFF IS BYPASSING

INLET ON LANDWARD SIDE

NOTES:

1. MAXIMUM DRAINAGE AREA= 1/2 ACRE

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR

TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

3. ROLLED EARTHEN BERM SHALL BE PROVIDED AND MAINTAINED IMMEDIATELY DOWN GRADIENT

OF THE PROTECTED INLET UNTIL ROADWAY IS STONED. ROAD SUB-BASE BERM SHALL BE

MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE

MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.

4. 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.

5. 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 OF ACCUMULATED SEDIMENT AS WELL AS ALL USE BAGS ACCORDING

TO THE PLAN NOTES

6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

SANDBAG, FILTER LOG,

COMPOST SOCK OR

FILTER TUBE

EXPANSION RESTRAINT

(1/4" NYLON ROPE)

2" x 2" x 3/4"

RUBBER BLOCK

1" REBAR FOR BAG REMOVAL FROM

INLET REMOVAL FROM INLET

BERM

BERM

STORM

INLET

384384

INV IN 6" HDPE=378.7'

INV IN 6" HDPE=378.7'

INV IN 6" HDPE=378.6'

INV IN 6" HDPE=378.6'

INV IN 12" HDPE=382.7'

GRATE=391.76'

INV IN 6" HDPE=383.50' (FD)

INV IN 6" HDPE=386.10' (RD)

INV IN 6" HDPE=388.00' (RD)

INV OUT 12" HDPE=383.44' (FD)

INV IN 6" HPDE=382.8' (RD)

INV IN 6" HDPE=382.8 (FD)

A

B

2 3

C

D

1 2 3

4 5 6

A

B

D

AT

E R

EV

4 5

IS

SU

ED

F

O R

/R

EV

IS

ED

C

AP

PD

D

Entech Engineering - Printed: May. 11, 2026 H:\0004644.029\04-CAD\SheetFiles\New Work\C-101.dwgLa st

E di te d by : m hi es te r

/1

1/

BI

D

D

IN

G C

AD

TO

W

N

SH

IP

O

F

SP

R

IN

G

TO

W N

SH

I…