3-Bid Set 10.14.2026.pdf

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PREPARED BY:

PROJECT MANAGER DATE

0325-609043.20

DRAWING NO.

PROJECT

BRANCHDALE WATERLINE

SCHUYLKILL COUNTY CDBG

October 2026

Schuylkill County, Pennsylvania

Reilly Township

SCHUYLKILL COUNTY COMMISSIONERS

Lisa Mahall, PE

Sharyn Yackenchick

Gary R. Bender

Gary J. Hess

Barron L. Hetherington

Larry J. Padora, Jr.

- Real Estate/Engineering Director

- Controller

- County Adminstrator

- Commissioner

- Commissioner

- Commissioner

LOCATION MAP

SCALE: 1"=1/2 MILE

PROJECT LOCATION

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20250362812

START OF EXCAVATION.

THAN 10 BUSINESS DAYS PRIOR TO THE

THAN 3 BUSINESS DAYS NOR MORE

DIAL 8-1-1 OR 1-800-242-1776 NOT LESS

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

EROSION AND SEDIMENT CONTROL DETAILSES - 005

EROSION AND SEDIMENT CONTROL DETAILSES - 004

EROSION AND SEDIMENT CONTROL DETAILSES - 003

EROSION AND SEDIMENT CONTROL NOTESES - 002

EROSION AND SEDIMENT CONTROL NOTESES - 001EROSION AND SEDIMENTATION

GENERAL NOTESG - 003

LEGENDG - 002

COVER SHEETG - 001GENERAL

Model NameSheet NumberFolder Name

SHEET INDEX

DETAIL SHEETC - 005

DETAIL SHEETC - 004

DETAIL SHEETC - 003

PLAN AND PROFILEC - 002

PLAN AND PROFILEC - 001CIVIL

HOP DETAILSHOP - 006

HOP PLANHOP - 005

HOP PLANHOP - 004

GENERAL NOTESHOP - 003

LEGENDHOP - 002

TITLE SHEETHOP - 001HIGHWAY OCCUPANY PERMIT

REILLY TOWNSHIP

Mary Ann Matukewicz

Joseph Karmazin

Laurie Ruch

Robert Butensky

- Secretary/Treasurer

- Supervisor

- Vice-Chairperson

- Chairperson

P E

N

N S Y L V

A

N

I A

C O

M

M O

NW EALT

H

O

F

REGISTERED

PROFESSIONAL

ENGINEER

DAVID LLOYD HORST

NO. PE059118

G - 002

LEGEND

WELDED WIRE FABRICWWF

WATER VALVEWV

WATERPROOFWP

WATER METERWM

WITHW/

VERTICALVERT

TOP OF WALLTOW

TOP OF FOOTINGTOF

TOP OF CONCRETETOC

THROUGHTHRU

TOP & BOTTOMT&B

TREADST

STRUCTURALSTRUCT

STEELSTL

STANDARDSTD

SQUARESQ

SPECIFICATIONSPEC

SIMILARSIM

SHEETSHT

SECTIONSECT

SCHEDULESCHED

ROOMRM

RETAININGRET

REQUIREDREQ'D

REINFORCEDREINF

REFERENCERE

ROOF DRAINRD

RADIUSRAD

OR

RADIUSR=

RISERR

QUANTITYQTY

POLYVINYL CHLORIDE PIPEPVC

PLYWOODPLWD

PLATEPL

OPENINGOPG

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

NO TRENCHNT

NECESSARYNEC'Y

MANHOLEMH

MINIMUMMIN

METALMET

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMANUF

LAVATORYLAV

LAMINATELAM

JOINTJT

JUNCTION BOXJB

INVERTINV

INTERIORINT

INSULATIONINSUL

INCHIN

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METALHM

HOSE BIBBHB

GAS VALVEGV

GROUTGRT

GAS METERGM

GENERALGEN

GALVANIZEDGALV

GAUGEGA

FLAG POLEFP

FOOTINGFTG

FOOTFT

FRAMEFRM

FLUORESCENTFLUOR

FLOORFLR

FINISH FLOORFIN FL

FIRE HYDRANTFH

FINISH GRADEFG

FOUNDATIONFDN

FLOOR DRAINFD

EXTERIOREXT

EXPANSION JOINTEXP JT

EXPANSIONEXP

EXISTINGEXIST

EQUIPMENTEQUIP

EQUALEQ

ELECTRICALELECT

ELEVATIONELEV

EACHEA

DRAWINGDWG

DOWN SPOUTDS

DOWNDN

DUCTILE IRON PIPEDIP

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DOUBLEDBL

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CLEANOUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CEILINGCLG

CENTERLINE�

CONTROL JOINTCJ

CAST IRON PIPECIP

CEMENTCEM

CABINETCAB

BOTTOMBOT

BENCH MARKBM

BLOCKBLK

BASELINE�

BUILDINGBLDG

ALUMINUMALUM

APPROXIMATELYAPPROX

ABBREVIATIONS

CO

MH

GV

GM

FH

WV

WELL

WM

BO

CONCRETE BLOCK

VAULT

INLET

BLOWOFF

WATER METER

WELL

WATER VALVE

FIRE HYDRANT

GAS METER

GAS VALVE

MANHOLE

CLEANOUT

POST/LAMP POST/BOLLARD

SIGN AND POSTS

SIGN

LIGHT STANDARD

GUY WIRE

GROUND ELEVATION

ROAD DELINEATION SIGN

SHRUB ROW

TREE/BRUSH LINE

SHRUB

NPDES BOUNDARY

SHORING

100-YEAR FLOOD BOUNDRY

GUIDE RAIL

CONTOURS MINOR

CONTOURS MAJOR

EDGE OF STREAM

FENCE

BASELINE

WATER LINE

TELEPHONE LINE

STORM SEWER LINE

SANITARY SEWER LINE

GAS LINE

UNDERGROUND ELECTRIC LINE

ABOVE GROUND ELECTRIC LINE

ROAD EDGE

LEGAL RIGHT-OF-WAY

PROPERTY LINE

DESCRIPTION TEXT

LEGEND

1000.0

CO

GV

GM

WELL

WM

6" 6"

6" 6"

MH

FH

WV

BO

1300.0 1300.0

EXISTINGPROPOSED

1 1

1000.0

S

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

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Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

- - - - - 570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N N

S Y L V A

N I

A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

DAVID LLOYD HORST

NO. PE059118

dhorst Image dhorst Image dhorst Typewritten Text

SHOULDER RESTORATION

dhorst Typewritten Text

DRIVEWAY RESTORATION

G - 003

GENERAL NOTES

ALFRED BENESCH & COMPANY, OR THEIR REPRESENTATIVES.

LOCATION OF THE UNDERGROUND UTILITIES IS ON THE CONTRACTOR, AND NOT ON THE PROJECT OWNER OR

THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR MISUNDERSTANDING OF THE

VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR AND SHALL BE FIELD

ALL UNNECESSARY CONFLICTS THEREWITH.

THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION AND (3) TO AVOID

WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY OWNERS INDEPENDENTLY, (2) TO DETERMINE

GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND

ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND GUIDANCE ONLY, AND IS NOT

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS, DEPTH, SIZE, LOCATION OR

PERFORMED. AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN

THE PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS, OR THAT ALL

COMPANY DOES NOT GUARANTEE, REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF

HAS BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM THE UTILITES LISTED ABOVE. ALFRED BENESCH &

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE WITH INFORMATION THAT

HOP PLANS.

ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE 29.

STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW 28.

FACILITY AND, IN THE CASE OF PIPELINES, THE SUBSTANCE CONVEYED.

INTENDED. MARKERS SHOULD INDICATE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE OWNER OF THE

PLACEMENT OF MARKERS IS NOT PRACTICAL AND WOULD NOT SERVE THE PURPOSE FOR WHICH MARKERS ARE

HIGHWAY RIGHT-OF-WAY LINE EXCEPT FOR FACILITIES. CROSSING NON-LIMITED ACCESS HIGHWAYS WHERE THE

THE LOCATION OF CROSSING FACILITIES MUST BE INDICATED BY LINE MARKERS LOCATED AT OR OUTSIDE THE 27.

VERTICAL CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.26.

HORIZONTAL CONTROL IS BASED ON PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD83.25.

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE CALL BOX.24.

WORK.

ALL EXISTING SIGNS MUST BE MAINTAINED DURING CONSTRUCTION. RESET ALL SIGNS AS REQUIRED FOR NEW 23.

THE END OF EACH DAY.

ANY PAVEMENT MARKINGS TO REMAIN THAT ARE DISTURBED DURING CONSTRUCTION MUST BE REPLACED AT 22.

THE END OF EACH DAY.

ALL AREAS EXPOSED BY CONTRACTOR DURING CONSTRUCTION WILL BE MADE WEATHERTIGHT AND SECURED AT 21.

VERTICALLY ADJUST ALL EXISTING MANHOLES AND UTILITY VALVES TO PROPOSED GRADE.20.

PROPOSED PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO PIPES AND APPURTENANCES.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THERE IS SUFFICIENT COVER ON EXISTING AND 19.

OWNER'S REPRESENTATIVE.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE 18.

MANUAL.

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL

DURING ALL PHASES OF CONSTRUCTION. EROSION AND SEDIMENTATION CONTROLS WILL CONFORM TO THE

ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED, INSTALLED AND MAINTAINED 17.

ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER.

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR 16.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR.15.

REQUIRED FEE.

CONSTRUCTION OF THIS SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY THE

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO 14.

ADDITIONAL COST.

CONTRACTOR TO RESET/REMOVE EXISTING SIGNS AS DIRECTED BY PENNDOT/INSPECTOR/ENGINEER AT NO 13.

PRIOR TO THE CLOSING OF TRAVEL LANE.

CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 610-871-4555 A MINIMUM OF THREE WORKING DAYS 12.

REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR IN CHARGE.

MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. 11.

ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL IF NECESSARY.10.

RIGHT-OF-WAY.

DEPARTMENTS PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT

MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE 9.

THE PERMITTEE WILL BE REQUIRED TO PROVIDE EVIDENCE OF THEIR BEING NOTIFIED OF THE PROPOSED WORK.

WHERE ROADWAY IMPROVEMENTS OCCUR IN FRONT OF ANOTHER PERSON OR PERSON'S PROPERTY/FRONTAGE,8.

CONSTRUCTION, ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED WITHOUT TIME INTERRUPTIONS.

FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S REQUEST TO BEGIN 7.

THESE PERIODS.

UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO WORKING DURING

THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR 6.

PRIOR TO THE START OF WORK.

IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT LEAST 3 DAY 5.

11. PENNDOT PUBLICATION 408, SPECIFICATIONS

10. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

9. PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES

8. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

7. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

6. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL

5. PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42)

4. PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINOUS MATERIALS (BULLETIN 41)

3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

2. PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14)

1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN

ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE FOLLOWING: 4.

OF ROUTE 199 SECTION NO. 3 DATED JANUARY 4, 1926, TITLE SHEET.

THE LEGAL RIGHT-OF-WAY ON SR 209 VARIES BASED ON DRAWINGS FOR CONSTRUCTION3.

THE LEGAL RIGHT-OF-WAY FOR SR 209 VARIES FROM 33' TO 58'. (FREE ACCESS)2.

THE EXISTING SPEED LIMIT ON SR 209 IS 40 MPH. 1.

PHONE:

jeff_jacovidis@cable.comcast.comEMAIL:

JEFF JACOVIDISCONTACT:

ADDRESS:

COMCASTCOMPANY:

570-751-2000PHONE:

717-780-9800PHONE:reillytownship@yahoo.comEMAIL:

victor.s.wood@verizon.comEMAIL:NATHAN LUTZCONTACT:

VICTOR WOODCONTACT:BRANCHDALE, PA 17923

HARRISBURG, PA 17101PO BOX 1

STRAWBERRY SQUARE 11TH FLOORADDRESS:6 SPRUCE STREETADDRESS:

VERIZON PENNSYLVANIA LLCCOMPANY:REILLY TOWNSHIPCOMPANY:

570-490-5684PHONE:570-277-6921PHONE:

dlhaupt@pplweb.comEMAIL:jdeangelo@blythewater.comEMAIL:

DOUG HAUPTCONTACT:JUSTIN DEANGELOCONTACT:

PAXINOS, PA. 17860NEW PHILADELPHIA, PA 17959

437 BLUE CHURCH RDADDRESS:375 VALLEY STREETADDRESS:

PPL ELECTRIC UTILITIES CORPORATIONCOMPANY:

BLYTHE

MUNICIPAL AUTHORITY OF THE TWP OF

COMPANY:

LIST OF UTILITIES:

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGTING CODES

COLOR CODES. KNOW THEM!

ACT NO. 187 STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN ACCORDANCE WITH UNIFORM

20250362812SERIAL NO.:

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL SYSTEM, IN. USE IT!

OF PENNSYLVANIA.

NOTICE WHEN ENGAGED IN THE DESIGN PHASE. THESE REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH

ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING DAYS NOR MORE THAN 90 WORKING DAYS

BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH.

CONTRACTORS WHO ARE ABOUT TO MOVE EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS NOTICE FROM EXCAVATORS/DEMOLITION

PENNSYLVANIA ACT NO. 187 OF 1996, THE UNDERGROUND UTILITY LINE PROTECTION LAW, REQUIRES NO LESS THAN

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK.32.

PUBLICATION 111, TC-8600).

ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT 31.

PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS.

ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE 30.

REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE.

PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. 29.

THE FIELD, WHICHEVER IS GREATER.

THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED IN THE PLAN, OR MATCH THE EXISTING AS FOUND IN 28.

A WHEEL PATH.

WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN

CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED

FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-27.

PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS.26.

PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE.25.

PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING.24.

73M (2/8/19), RC-75M (1/1/10), AND RC-77M (12/17/19).

28M (9/1/23), RC-32M (6/1/10), RC-45M (2/19/21), RC-46M (2/19/21, RC-70M (2/8/19), RC-72M (2/8/19), AND RC-

DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS: RC-25M (2/27/23), RC-23.

CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS.22.

VERTICAL DATUM IS BASED ON NAVD 1988.21.

HORIZONTAL DATUM IS BASED ON PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD 83/2000 20.

FIELDWORK.

THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING ALL PAVEMENT MARKINGS DISTURBED BY ANY 19.

THE PLANS WHICH REQUIRE OPEN CUT, DEPENDING ON LOCATION, AS APPROVED BY THE ENGINEER.

THE CONTRACTOR SHALL MILL AND OVERLAY THE ROADWAY SURFACE OVER ANY UTILITIES NOT DESIGNATED ON 18.

TOWNSHIP OF BLYTHE.

COORDINATE CONSTRUCTION BASE LINE WITH OWNER, REILLY TOWNSHIP OR MUNICIPAL AUTHORITY OF THE

THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT BY SURVEYOR REGISTERED IN THE STATE OF PENNSYLVANIA. 17.

OF SERVICE.

INTERCONNECT FITTINGS AND VALVES SHALL BE PRE-ASSEMBLED FOR INSTALLATION TO MINIMIZE INTERRUPTION 16.

SCHEDULED DATE.

WRITTEN NOTICE IS RECEIVED FROM THE OWNER'S REPRESENTATIVE NO LATER THAN FIVE(5) DAYS PRIOR TO

PRIOR TO CUTTING INTO EXISTING LINES. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK UNTIL

CONTRACTOR SHALL SUBMIT A NOTICE OF INTENTION TO THE OWNER AND THE ENGINEER TWENTY(20) DAYS 15.

CONFORM TO "EROSION AND SEDIMENTATION CONTROL MANUAL."

DURING ALL PHASES OF CONSTRUCTION. SEE SEDIMENT AND EROSION CONTROL NOTES. ALL CONTROLS SHALL

ALL REQUIRED SOIL EROSION AND SEDIMENTAION CONTROLS SHALL BE PROVIDED, INSTALLED AND MAINTAINED 14.

CONTRACTOR TO CAP EXISTING CONDUITS/PIPELINES THAT WILL NO LONGER BE IN SERVICE.13.

RECOMMENDATIONS.

JOINT DEFLECTION AND PIPE DEFLECTION SHOULD NOT EXCEED MAXIMUM ALLOWABLE AS PER MANUFACTURERS 12.

AREA DURING NON WORKING HOURS.

CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS, BACKFILL, COVER, OR FENCE EXCAVATION

THIS PROJECT IS SUBJECT TO INSPECTION BY THE ENGINEER, AND APPLICABLE CODE ENFORCEMENT AGENCIES. 11.

AS AMENDED BY ACT 187 AND SECTION 5 OF ACT 38 (UNDERGROUND UTILITY LINE PROTECTION LAW).

THE CONTRACTOR SHALL COMPLETE ALL EXCAVATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ACT 287 10.

SPECIFICATIONS PUBLICATION 408 IN IT'S LATEST REVISION.

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION 9.

OWNER OR THE ENGINEER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE 8.

PROPOSED PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO PIPE AND APPURTENANCES.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THERE IS SUFFICIENT COVER ON EXISTING AND 7.

OF SAID BUILDINGS, STRUCTURES AND UTILITIES, OWNER OR THE ENGINEER.

STRUCTURES, PIPING, CABLES, CONDUITS, WIRING AND APPURTENANCES SHALL BE AT NO COST TO THE OWNERS

STRUCTURES WITHIN OR DIRECTLY ADJACENT TO THE WORK INDICATED. RESTORATION OF DAMAGED BUILDINGS, SHALL SUPPORT AND MAINTAIN THE SAFETY AND STRUCTURAL INTEGRITY OF ADJACENT BUILDINGS AND AND

THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXPOSED LINES, OR OTHER FACILITIES STRUCTURES.

FACILITIES TO PREVENT ACCIDENTAL DAMAGE TO EXISTING UTILITIES AND ADJACENT BUILDINGS AND

THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN EXCAVATION FOR ALL UNDERGROUND PIPELINES AND 6.

LOCATION ARE INCIDENTAL TO THE WORK OF THIS CONTRACT.

CONTRACTOR'S RESPONSIBILITY TO LOCATE, VERIFY AND PROVIDE FOR THEIR PROTECTION. VERIFICATION AND

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION. IT SHALL BE THE 5.

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED.4.

ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR 3.

CONTRACTOR PRIOR TO START OF CONSTRUCTION.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE 2.

FEES.REQUIRED

CONSTRUCTION OF THIS SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY THE

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS APPLICABLE TO 1.

GENERAL NOTES

HOP GENERAL NOTES

UTILITY NOTES

GENERAL NOTES cont.

DEMOLITION WORK. SERIAL NUMBER 2025036812 FOR REILLY TOWNSHIP.

CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCATVATION OR 33.

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

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Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/14/2026 5:13:45 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\Civil\C-001_Plan.dgn (PLAN AND PROFILE)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

DAVID LLOYD HORST

NO. PE059118

00 1

0 2

0 3

0 4

0 5

0 6

EX GRADE

2+00

0+00 1+00

3+00

4+00

5+00

6+00 F

H

D E

C K

DECK

SIGN

WVCS

WVCS

WVCSWVCS

WVCS

GRAVEL

PAVED

C-001

PLAN AND PROFILE

25 FEET25 0

VERTICAL

HORIZONTAL

25 FEET0

0 5 FEET

VALVE AND FIRE HYDRANT

6" MJ TEE WITH 6" MJ GATE

OFF 1564

SEG 350

WL STA 0+09

STA 1974+52

SCHUYLKILL COUNTY

REILLY TOWNSHIP

SR 209

SEGMENT 350 OFFSET 1555

0+00 WL STA.

STA. 1974+43

LIMIT OF WORK

WATERLINE

6" CLASS 52 DIP

AND CURB STOP

3/4" SERVICE LINE

OFF 1617

SEG 350

WL STA 0+62

STA 1975+05

OFF 1607

SEG 350

0+52 WL STA.

STA. 1974+95

AND CURB STOP

3/4" SERVICE LINE

.5 '3 '4

RIGHT-OF-WAY LINE

PENNDOT LEGAL

AND CURB STOP

3/4" SERVICE LINE

OFF 1692

SEG 350

WL STA 1+37

STA 1975+80

AND CURB STOP

3/4" SERVICE LINE

OFF 1623

SEG 350

WL STA 0+67

STA 1975+11

6" MJ 45° BEND

OFF 1705

SEG 350

WL STA 1+51

STA 1975+93

6" MJ 45° BEND

OFF 1702

SEG 350

WL STA 1+47

STA 1975+90

AND CURB STOP

3/4" SERVICE LINE

OFF 1689

SEG 350

WL STA 1+34

STA 1975+77

AND CURB STOP

3/4" SERVICE LINE

OFF 1853

SEG 350

WL STA 3+02

STA 1977+41

AND CURB STOP

3/4" SERVICE LINE

OFF 1850

SEG 350

WL STA 2+99

STA 1977+38

AND CURB STOP

3/4" SERVICE LINE

OFF 1880

SEG 350

WL STA 3+30

STA 1977+68

OFF 1715

SEG 350

WL STA 1+61

STA 1976+03

6" MJ 45° BEND

6" MJ 45° BEND

OFF 1721

SEG 350

WL STA 1+69

STA 1976+09

RIGHT-OF-WAY LINE

PENNDOT LEGAL

146 148

152 154

166 168

W/4"

W/4"

DY/4"

.9

.0

.5

.2

.9

.0

.5 .5

.7

.1

OFF 1555

SEG 350

WL STA 0+00

STA 1974+43

AND 6" TAPPING VALVE

6" MJ TAPPING SLEEVE

M

IN

6" CLASS 52 DIP

M

J B

E N

D

M

J T

A P

P

IN

G V

A L

V E

T

A P

P

IN

G S

L E

E V

E

6" CLASS 52 DIP

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4 C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

M

J B

E N

D

M

J B

E N

D

M

J B

E N

D

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

15" SLCPP

15" RCP

M

J B

E N

D

V E

R T

IC

A

L

M

J B

E N

D

V E

R T

IC

A

L

M

J B

E N

D

V E

R T

IC

A

L

M

J B

E N

D

V E

R T

IC

A

L

A N

D F

IR

E

H Y

D R

A N

T H

Y D

R A

N T

M

J T

E E

W

IT

H

M

J G

A T

E V

A L

V E

01 02

04 05

07 08 09

S.R. 209

0 7

0 8

0 9

0 10

0 11

EX GRADE

0 1

6+00

7+00

8+00

9+00

10+00 11+00

F H

DECK

POOL

G R

A V E L

G R

A V

E L

G R

AV

EL

G R

A V

E L

PAVED

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/14/2026 5:12:35 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\Civil\C-002_Plan.dgn (PLAN AND PROFILE)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

DAVID LLOYD HORST

NO. PE059118

C - 002

PLAN AND PROFILE

VERTICAL

HORIZONTAL

25 FEET0

0 5 FEET

25 FEET25 0

RIGHT-OF-WAY LINE

PENNDOT LEGAL

RIGHT-OF-WAY LINE

TOWNSHIP LEGAL

OFF 2303

SEG 350

7+56 WL STA.

STA. 1981+91

AND CURB STOP

3/4" SERVICE LINE

WL STA 9+67

STA 1+31

STA 1983+98

AND CURB STOP

3/4" SERVICE LINE

OFF 2348

SEG 350

8+00 WL STA.

STA. 1982+45

6" MJ GATE VALVE

11+03 WL STA.

STA. 1985+31

6" MJ GATE VALVE

6" MJ TEE WITH

F

11+03 WL STA.

STA. 1985+31

IRE HYDRANT

OFF 0034

SEG 360

8+49 WL STA.

STA. 1982+85

" 22.5° MJ BEND

OFF 0053

SEG 360

8+69 WL STA.

STA. 1983+04

6" 11.25° MJ BEND

3/4" SERVICE LINE

OFF 0012

SEG 360

8+27 WL STA.

STA. 1982+63

AND CURB STOP

AND CURB STOP

3/4" SERVICE LINE

WL STA 10+32

STA 1+96

STA 1984+62 6" MJ END CAP

WL STA 11+09

STA 2+73

STA 1985+37

AND CURB STOP

3/4" SERVICE LINE

WL STA 10+96

STA 2+61

STA 1985+25

6" CLASS 52 DIP

M

IN

6" CLASS 52 DIP

M

J T

E E

W

IT

H F

IR

E

H Y

D R

A N

T

M

J G

A T

E V

A L

V E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

.2

M

J B

E N

D

.5

M

J B

E N

D

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

/4

C

O P

P E

R S

E R

V

IC

E L

IN

E

M

J E

N D

C A

P

S.R. 209 S.R. 209

MILL ROAD

C-003

DETAIL SHEET

NOT TO SCALE

(UNIMPROVED SURFACES)

TRENCH - OFF ROAD

1'-0"OD1'-0"

V A

R

IE

S N

O M

D

IA

AND NPDES BOUNDARY

20' MAX LIMIT OF DISTURBANCE

M A

X

L

A Y

E R

S

T A

M P

M A

X

L

A Y

E R

S

H A

N D

T A

M P

M E

C H

A N

IC

A

L

LINE MARKING TAPE

DETECTABLE UTILITY

FOR SETTLEMENT

MOUNDED TO PROVIDE

EARTH TO BE SLIGHTLY

MATERIAL

SUITABLE BACKFILL

PROJECT SPECIFICATIONS

ACCORDANCE WITH THE

TOPSOIL AND SEED IN

W/SAND OR PEA GRAVEL

EXCAVATE 6" AND BACKFILL

ON THE TRENCH BOTTOM,

WHERE ROCK IS ENCOUNTERED

AND BACKFILL MATERIALS

SEE TRENCH DETAIL FOR BEDDING

NOT TO SCALE

UNIMPROVED AREAS

TRENCH DETAIL IN

M

IN

IM

U M

C O

V E

R

TYP

1'-0"

PIPE OD

TYP

1'-0"

(M

IN

P

IP

E O

D

(M A

X

L

IF

T S

T A

M P

I N

(M A

X

L

IF

T S

T A

M P

I N

(M

IN

UNDISTURBED EARTH

BEDDING MATERIAL

COMPACTED 2A MOD.

REQUIRED)

(TOP SOIL, SHALE, SEED, ETC., AS

PRECONSTRUCTION CONDITIONS

RESTORE SURFACE TO MATCH

BEDDING

OR 2RC

2A MOD

EXISTING GRADE

NOT TO SCALE

TYPICAL CONCRETE ENCASEMENT

BACKFILL

EARTH

UNDISTURBED

CLASS A CONCRETE

WATERLINE

TYP

6"

T Y

P

NOT TO SCALE

PENNDOT ROADWAY

PAVEMENT RESTORATION

1'-0"OD1'-0"

1'-0"1'-0"

6" SUBBASE

MILLION ESALS, 25 MM MIX, 5" DEPTH

WMA BASE COURSE, PG 64S-22, 3 TO <30

SUPERPAVE ASPHALT MIXTURE DESIGN

OR TO A DEPTH OF EXISTING BINDER COURSE.

MILLION ESALS, 19 MM MIX, 2.5" MIN. DEPTH

WMA BINDER COURSE, PG 64S-22, 3 TO <30

SUPERPAVE ASPHALT MIXTURE DESIGN

SRL H

MILLION ESALS, 9.5 MM MIX, 1.5" DEPTH, MATCH

WMA WEARING COURSE, PG 64S-22, 3 TO <30

SUPERPAVE ASPHALT MIXTURE DESIGN

PAVEMENT

ROADWAY

EXISTING

LINE MARKING TAPE

DETECTABLE UTILITY

FLOWABLE BACKFILL)

IN 4" LIFTS (OR

100% PROCTOR DENSITY

2RC STONE, COMPACT TO

EARTH

UNDISTURBED

M A

X

M

IN

WATERLINE

WITH SAND OR PEA GRAVEL

OVEREXCAVATE 6" AND BACKFILL

ON TRENCH BOTTOM,

WHERE ROCK IS ENCOUNTERED

WITH PG 64-22. (TYP.)

COAT WITH AET. SEAL

VERTICAL EDGE. TACK

FULL DEPTH SAWCUT

5. MATCH EXISITNG PAVEMENT DEPTHS IF GREATER

TO ENGINEER APPROVAL.

4. ALL BACKFILL AND ROADWAY MATERIAL IS SUBJECT

UNLESS FLOWABLE FILL IS USED.

3. PERMANENT RESTORATION TO BE PER PUB. 408

IN ONE DAY.

INSTALL ONLY BASE COURSE AND BINDER COURSE

SUB-GRADE, TACK COAT ALL VERTICAL EDGES.

COLD AND TEMPORARY MATERIAL. RECOMPACT

2. MINIMUM 1' PAVEMENT CUTBACK, EXCAVATE

PUB 408, SECT. 409.3(g).

SURFACES SHALL BE PREPARED AS PER

1. EXPOSED VERTICAL AND HORIZONTAL

NOTES:

NOT TO SCALE

PENNDOT ROADWAY

TEMPORARY PAVEMENT RESTORATION

1'-0"OD1'-0"

2" ASPHALT MATERIAL

100% PROCTOR DENSITY

2RC STONE, COMPACT TO

EARTH

UNDISTURBED

UTILITY LINE

OR MATCH EXISTING

5" MIN. SUBBASE (NO. 2A)

COURSE

WEARING

EXISTING

EXISTING BASE COURSE

SUB-BASE (IF EXISTING)

EXISTING SUB-GRADE

OF PENNDOT.

COLD MIX MATERIAL WILL BE PERMITTED AT THE DISCRETION

MUST BE USED FOR TEMPORARY RESTORATION WHENAVAILABLE.

NOTE: APPROVED HOT-MIX OR WARM-MIX ASPHALT MATERIAL

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/15/2026 8:31:14 AM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\Civil\Detail_001.dgn (DETAIL SHEET)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

C-004

NOT TO SCALE

GATE VALVE

SUPPORT

BRICK MASONRY

/2

MIN

6"

GRADE TO DRAIN

1/4" CHAMFER

COVER

INSTALLATION

NON-PAVED AREA

CONCRETE COLLAR

VALVE

APPROVED EQUAL

685D BY TYLER PIPE OR

VALVE BOX, 5 1/4" SERIES

TWO PIECE SCREW TYPE

GATE VALVE

STONE

2B CRUSHED

THRUST BLOCK

CONCRETE

OR ROCK SUBGRADE

UNDISTURBED EARTH

IRON PIPE

6" DUCTILE

VARIES

M

IN

C

O V

E R

2'-0" MIN

AWAY FLANGE

FIRE HYDRANT W/ BREAK

VALVE BOX

GROUND LINE

GATE VALVE

WATER MAIN

TEE IN

POLYETHYLENE (TYP 2 PLACES)

WITH GREASE AND WRAPPED IN 8 MIL

2-3/4" ALL-THREAD RODS COATED

HYDRANT AND VALVE SHALL BE "OPEN LEFT"3.

HYDRANTS SHALL BE AMERICAN DARLING B-84-BB2.

LOCAL CITY, BOROUGH OR TOWNSHIP FIRE COMPANY

COORDINATE FIRE HYDRANT THREAD SPECIFICATION WITH 1.

NOTE:

FIRE HYDRANT DETAIL

NOT TO SCALE

FOR SEWERLINE CROSSING WATERLINE

CONCRETE ENCASEMENT

V A

R

IE

S

S E

E P

L A

N S

LINE MARKING TAPE

DETECTABLE UTILITY

FOR SETTLEMENT

MOUNDED TO PROVIDE

EARTH TO BE SLIGHTLY

MATERIAL

SUITABLE BACKFILL

PROJECT SPECIFICATIONS

ACCORDANCE WITH THE

TOPSOIL AND SEED IN

SUBGRADE

COMPACTED

POINT OF CROSSING

LENGTH CENTERED AT THE

SHALL HAVE ONE FULL

STORMSEWER PIPE

CLASS A CONCRETE

WATERLINE

MIN

1'

MIN

1'

UTILITY CROSSING DETAILS

NOT TO SCALE

CONSTRUCTION.

2. BTMA MUST INSPECT CONNECTIONS ON NEW

OWNER.

LOCATION SHALL BE COORDINATED WITH PROPERTY

WHERE INDICATED ON THE DRAWINGS. EXACT

CURB BOX AT THE RIGHT-OF-WAY OR PROPERTY LINE,

1. THE CONTRACTOR SHALL INSTALL A CURB STOP AND

NOTES:

WATER MAIN

CONCRETE BLOCK

WITH BRICKS OR

SUPPORT CORP STOP

CORPORATION

COMPRESSION

IP THREAD x 3/4"

SERVICE LINE

3/4" TYPE K COPPER

CONCRETE BLOCK

BY RESIDENT

SERVICE TO HOME

CURB STOP

x 3/4" COMPRESSION

3/4" COMPRESSION

METER

TO WATER CURB BOX 2 1/2" DIA MIN

BUFFALO STYLE CAST IRON

LINE (SEE NOTE 1)

RIGHT-OF-WAY/PROPERTY

CURB AND/OR

M

IN

FINAL GRADE AS REQUIRED

ADJUST CURB BOX TO

ESTABLISHED GRADE

M

A X

ESTABLISHED GRADE

ESTABLISHED GRADE

V A

R

IE

S

1'-6" MIN.

1'-6" MIN.

1'-6" MIN.

BEND ANCHOR (TYP.)

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

IN LINEAL FOOT PRICE FOR USE OF ALTERNATIVE NO. 1.

INCLUDED

BENDS WHEN UTILIZING ALTERNATIVE NO. 1. PRICE SHALL BE

VERTICAL

CONTRACTOR SHALL NOT BE PAID FOR ANY ADDITIONAL

ENGINEERS APPROVAL TO UTILIZE ALTERNATIVE NO. 1.

ALTERNATIVE NO. 2 AND NO. 3. CONTRACTOR SHALL OBTAIN

CONTRACTOR SHALL MAKE EVERY ATTEMPT TO UTILIZE

CONCRETE ENCASED.

ATTAINED. IF LESS THAN 18", PARALLEL WATERLINE SHALL BE

UNDISTURBED TRENCH WALL SEPARATION SHALL BE

DUE TO LOCAL CONDITIONS, THE MAXIMUM FEASIBLE

CONCRETE AS PER CONCRETE ENCASEMENT DETAIL.

18" VERTICAL SEPARATION MUST BE ENCASED WITH

ALL UTILITY CROSSINGS THAT DO NOT PROVIDE THE MINIMUM

UTILITY CROSSING NOTE:

C O

V E

R

M

I N

C O

V E

R

M

I N

OR STANDARD BUTTRESS

UNDISTURBED EARTH

C O

V E

R M

I N

C O

V E

R

M

I N

BE MAINTAINED

4' MIN. COVER MUST

ALTERNATIVE NO. 2

ALTERNATIVE NO. 3

ALTERNATIVE NO. 1

C O

V E

R

M

I N

SERVICE LINE CONNECTION DETAIL

NOT TO SCALE

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/15/2026 9:24:26 AM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\Civil\Detail_002.dgn (DETAIL SHEET)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

C - 005

HORIZONTAL BENDS

THRUST BLOCKING FOR

TYPICAL FOR ALL THRUST BLOCKS.

BEFORE PLACING CONCRETE,

W/ POLYETHELENE SHEETING

ALL FITTINGS SHALL BE WRAPPED

NOTE:

42.011.0 21.524"

MIN SQ FT BEARING AREA

PIPE DIA

77.5

11.25°22.5° 45° 90°

12" 3.0 5.5 10.5 19.5

6" & 8" 1.5 2.5 5.0 9.0

4" OR LESS 1.0 1.0 1.5 2.5

DESIGNED FOR 150 PSI

45°, 22.5°, 11.25° BENDS

D/3

BLOCK

THRUST

CONC

A

A

D

BEARING AREA

24"

BLOCK

THRUST

CONC

A R

E A

B E

A R

IN

G

SECTION A-A

VERTICAL BENDS

THRUST BLOCKING FOR

4.0'2.0' 4.0'A

4" OR LESS

BEND 11.25°22.5° 45°

B 1.5' 3.0' 3.0'

C 1.0' 2.0' 3.0'

E NO. 5 NO. 5 NO. 5

DESIGNED FOR 150 PSI

ANCHOR BLOCK DIMENAIONS

11.25°22.5° 45°

8.0'4.0'3.0'

3.0'

2.0'

NO. 5 NO. 7

3.0'

4.0' 3.0'

NO. 9

4.0'

6"

11.25°22.5° 45°

8.0'4.0'3.0'

3.0'

2.0'

NO. 5 NO. 7

3.0'

4.0' 3.0'

NO. 9

4.0'

8"

11.25°22.5° 45°

8.0'6.0'4.5'

3.0'

3.0'

NO. 5 NO. 7

4.5'

3.0' 4.0'

NO. 9

5.0'

12"

B

A

C

C L

R

TYP

6"

SEWERLINESEWERLINE

B

BLOCK

ANCHOR

CONC

ASPHALT PAINT)

(PAINT W/ 2 COATS

E=REBAR SIZE

SECTION B

ANCHOR STRAPS ARE NOT REQUIRED

VERTICAL BEND BUTTRESS SHALL HAVE SAME DIMENSION.

NOTE:

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/15/2026 9:29:47 AM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\Civil\Detail_003.dgn (DETAIL SHEET)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

ES - 001

EROSION AND SEDIMENT CONTROL NOTES

MAINTENANCE PROGRAM

UTILITY LINE TRENCH EXCAVATION

EROSION CONTROL & MAINTENANCE POLICIES EROSION CONTROL & MAINTENANCE POLICIES

PRESERVE AND MAINTAIN NATURAL GROUNDWATER PATH.

INSTALL TRENCH PLUGS AT SPACING SPECIFIED PER THE DETAIL TO 8.

REQUIREMENTS AND PROPOSED COVER TYPES.

SEE TRENCH RESTORATION DETAILS FOR BACKFILL MATERIAL 7.

AREAS SEEDED AND MULCHED WITHIN THE NEXT TWO CALENDAR DAYS.

SEDIMENT CONTROL MEASURES/FACILITIES WILL BE INSTALLED, AND THE

GRADED TO FINAL CONTOURS, APPROPRIATE TEMPORARY EROSION AND

F THE DAILY BACKFILLING IS DELAYED, THE DISTURBED AREA WILL BE 6. I

MUST BE COMPLETED BY THE SEVENTH WORKING DAY.

PRESSURE TESTING AND THE COMPLETE BACKFILLING OF THE OPEN TRENCH

BACKFILLING OF THE TRENCH MAY BE DELAYED FOR SIX DAYS. ALL

ANCHORS AND OTHER PERMANENT FEATURES ARE INSTALLED, DAILY

IF THE TRENCH CANNOT BE BACKFILLED UNTIL THE PIPE IS TESTED, OR 5.

DISTURBED AREAS WILL BE DONE AT THE END OF EACH WEEK.

MEASURES/FACILITIES WILL BE INSTALLED. SEEDING AND MULCHING OF ALL

TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL

DISTURBED AREA WILL BE GRADED TO FINAL CONTOURS AND APPROPRIATE

ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE 4.

INSTALLATION CEASES AT THE END OF THE WORKDAY.

LINEAL FEET OF OPEN TRENCH SHOULD EXIST WHEN UTILITY LINE

BACKFILLING THAT CAN BE COMPLETED THE SAME DAY. NO MORE THAN 50

LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT AND 3.

AND GRUBBING AND SITE RESTORATION AND STABILIZATION OPERATIONS.

BACKFILLING WILL BE SELF-CONTAINED AND SEPARATE FROM CLEARING

WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE AND 2.

COMPLETED IN ONE DAY.

EQUAL TO TWO TIMES THE LENGTH OF PIPE INSTALLATION THAT CAN BE

LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE 1.

ENSURE SEDIMENTATION CONTROL DURING REMOVAL.

TEMPORARY DEVICES SHALL BE REMOVED STARTING UPSTREAM OR UPSLOPE TO 5.

BE SPREAD TO A UNIFORM DEPTH AND STABILIZED.

UPON PLACING THE SEDIMENT AT AN APPROVED LOCATION, THE MATERIALS SHALL 4.

APPROVED SITE ONLY.

ALL SEDIMENT REMOVED FROM A TEMPORARY DEVICE SHALL BE DISPOSED OF AT AN 3.

DEVICE.

ALL SEDIMENT SHALL BE REMOVED FROM A DEVICE PRIOR TO REMOVAL OF THE 2.

AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS 1.

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

OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V 34.

DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER

CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE

BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL

UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL 33.

SURFACE WATERS OR GROUNDWATER SYSTEMS.

THE PLAN DRAWINGS. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY

CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON 32.

PENALTIES FOR EACH VIOLATION.

CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL

FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY

PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES

INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE

MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING

TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS

LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-31.

SCHEDULE A FINAL INSPECTION.

OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO

STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY AND/OR

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 30.

GERMINATING SEASON.

AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE

IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED

DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED

POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED

AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION 29.

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

OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN

STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY AND/OR

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 28.

DEPARTMENT.

ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE

TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY

E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY 27.

SLIDING, OR OTHER MOVEMENTS.

FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING,

WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND

70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 26.

STABILIZATION SPECIFICATIONS.

YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1

STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION

FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE

BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT

AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE

SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR 25.

BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL

ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A

REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON 24.

SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE 23.

FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 22.

SHALL NOT BE INCORPORATED INTO FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS 21.

WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE

FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, 20.

9 INCHES IN THICKNESS.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 19.

BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL

SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, 18.

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4

DEPTH OF 3 TO 5 INCHES 6 TO 12 INCHES ON COMPACTED SOILS PRIOR TO

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM 17.

SOIL LIMITATIONS AND RESOLUTIONS

SOIL TYPES

APPROPRIATE E&S BMPS AS REQUIRED AT THE DISPOSAL SITE.

STABILIZED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE

ALL EXCESS EXCAVATION WILL BE HAULED OFFSITE AND PROPERLY 4.

IMPORTED FROM OFFSITE SOURCES AS NEEDED.

TOPSOIL OR ROADFILL MATERIAL OR GRAVEL, SUITABLE MATERIAL WILL BE

IF THE ONSITE MATERIAL IS DEEMED UNACCEPTABLE FOR THE USE OF 3.

BENCHING AS REQUIRED.

WILL BE REQUIRED TO IMPLEMENT SHORING, SHIELDING, SLOPING AND

IF UNSTABLE TRENCH EXCAVATIONS ARE ENCOUNTERED, THE CONTRACTOR 2.

COMPLETED WITH PUMPS AND PUMPED WATER FILTER BAGS.

SURFACE RUNOFF REACHES THE WORK AREAS, DEWATERING WILL BE

IN THE EVENT A SEASONABLY HIGH WATER TABLE IS ENCOUNTERED OR 1.

DESCRIBED ON THE PLAN DRAWINGS.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER 16.

DITCH, STORM SEWER, OR SURFACE WATER.

THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL

RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY

SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE 15.

OFFICIALS AT THE TIME OF INSPECTION.

MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY

DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY 14.

MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR

REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE

INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A

MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE 13.

VEGETATED AREAS.

TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED

ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING 12.

TO ANALYTICAL TESTING.

RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE

PROPERTY USING AGENCY FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR

BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL 11.

FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT

ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN 10.

AT THE SITE.

BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED

271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED

SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ.,

AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT�S

ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE 9.

OF THE DEPARTMENT.

NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE

TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND

OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE 8.

FLATTER.

HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR

BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE

AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL

AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED

STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE

TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE 7.

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

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN

COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS

GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT

AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE 6.

OBJECTIONABLE MATERIAL.

TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER

AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF 5.

DISTRICT PRIOR TO IMPLEMENTATION.

SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION

THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH 4.

LOCATION OF EXISTING UNDERGROUND UTILITIES.

ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE

OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA

AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, 3.

PRECONSTRUCTION MEETING.

FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE

STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE

THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL

MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER,

OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE

INCLUDING CLEARING AND GRUBBING, THE USING AGENCY AND/OR

AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, 2.

CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE

TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES.

AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES

DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE

E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND

AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED

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

0 TO 3 PERCENT SLOPESUDIFLUVENTS, COAL OVERWASHUD

3 TO 8 PERCENT SLOPESLAIDIG GRAVELLY LOAMLaB

8 TO 15 PERCENT SLOPESHARTLETON CHANNERY SILT LOAM HaC

SLOPESMAP UNIT NAME

NAME

UNIT

MAP

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/14/2026 5:16:41 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\ES\ES_001_Notes.dgn (EROSION AND SEDIMENT CONTROL NOTES)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

- - - - - 570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N N

S Y L V A

N I

A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

ES - 002

EROSION AND SEDIMENT CONTROL NOTES

SOIL SUPPLEMENTS

SCHEDULE OF SEEDING AND

PERMANENT SEEDING APPLICATION RATE

AGRICULTURAL LIME 6 TONS 240 LB 2,480 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

10-10-20 FERTILIZER 1,000 LB 25 LB 210 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

TEMPORARY SEEDING APPLICATION RATE

AGRICULTURAL LIME

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

SOIL AMENDMENT APPLICATION RATES EQUIVALENTS

BE SUBSTITUTED FOR THE SOIL AMENDMENTS SHOWN IN THE ABOVE TABLE.

A COMPOST BLANKET WHICH MEETS THE STANDARDS OF THE MANUAL MAY 1.

SOIL AMENDMENT PER ACRE PER 1000 SF PER 1000 SY NOTES

10-10-10 FERTILIZER

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

1 TON 40 LB 410 LB

500 LB 12.5 LB 100 LB

(LB/ACRE)

LB/1000 SQ YD

SEEDING RATE

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

FORMULA AND SPECIES

TABLE A

WEIGHT

% BY

FORMULA B RESIDENTIAL MIX:

VARIETY EXCEEDING 50% OF THE TOTAL BLUEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A

OR SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA

VARIETY EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A

0.15

0.10

0.10

21.0 (105)

12.5 (62.5)

8.5 (42.5)

42.0 (210) TOTAL

2.5

2.5

0.75

0.25

2.5

1.25

0.625

0.625

1.25

6.25

2.5

SHOWY TICK-TREFOIL (DESMODIUM CANADENSE)

PARTRIDGE PEA (CHAMAECRISTA FASCICULATA)

COMMON MILKWEED (ASCLEPIAS SYRIACA)

WHITE AVENS (GEUM CANADENSE)

OX-EYE SUNFLOWER (HELIOPSIS HELIANTHOIDES)

BLACK-EYED SUSAN (RUDBECKIA HIRTA)

ROUNDSEED PANICGRASS (PANICUM SPHAEROCARPUM)

INDIANGRASS

SWITCHGRASS (PANICUM VIRGATUM)

CANADA WILDRYE (ELYMUS CANADENSIS)

LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)

PURPLE TOP (TRIDENS FLAVUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.20

0.20

0.20

0.20

0.20

0.20

0.10

0.10

0.2 (1.0)

0.2 (1.0)

0.06 (0.3)

0.02 (0.1)

0.2 (1.0)

0.32 (1.6)

0.1 (0.5)

0.05 (0.25)

0.05 (0.25)

0.1 (0.5)

0.5 (2.5)

0.2 (1.0)

6 (30)

6 (30)

8 (40.0) TOTALFORMULA N CONSERVATION MIX: *

8.33

3.33

6.11

3.33

3.33

2.22

2.22

1.11

3.33

66.67

66.67

REDTOP PANICGRASS (PANICUM RIGIDULUM)

SOFT RUSH (JUNCUS EFFUSUS)

DEERTONGUE (PANICUM CLANDESTINUM)

SOFTSTEM BULRUSH (SCHOENOPLECTUS TABERNAEMONTANI)

WOOLGRASS (SCIRPUS CYPERINUS)

LURID SEDGE (CAREX LURIDA)

PRAIRIE CORDGRASS (SPARTINA PETINATA)

RICE CUTGRASS (LEERSIA ORYZOIDES)

VIRGINIA WILDRYE (ELYMUS VIRGINICUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.2

0.1

0.1

0.75 (3.75)

0.3 (1.5)

0.55 (2.75)

0.3 (1.5)

0.3 (1.5)

0.2 (1.0)

0.2 (1.0)

0.1 (0.5)

0.3 (1.50)

6 (30)

6 (30)

9 (45) TOTAL*FORMULA R SEASONALLY FLOODED CONSERVATION MIX:

FORMULA T TEMPORARY GRASS MIX:

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

0.1

0.1

6 (30)

6 (30)

6 (30) TOTAL

TABLE B

T

R

N

B

FORMULA

TEMPORARY SEEDING

DRAINAGE CHANNELS, NON-STEEP WET AREAS

SLOPES STEEPER THAN 3:1

NON-STEEP, HIGHLY MAINTAINED SURFACES, LAWN

APPLICATION

IF A SPECIES IS UNAVAILABLE IN THIS MIX, SUBSTITUTE BY INCREASING THE PERCENTAGE OF OTHER ITEMS IN THE MIX.*

SEED FORMULA SPECIFICATIONS

SEEDING SEASON DATES:

ANCHORING METHOD:

RATE OF ANCHOR MATERIAL APPL:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, WETLANDS)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

NURSERY CROPS: ANYTIME ~ NATIVE: 10/15 TO 5/15

PER MANUFACTURERS' INSTRUCTIONS

STRAW

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

9.0

SEE TABLE A

FORMULA W

RECYCLED CELLULOSE FIBER

AND

WOOD FIBER

OR

PER MANUFACTURERS' INSTRUCTIONS

NONASPHALTIC EMULSION

OR

PER MANUFACTURERS' INSTRUCTIONS

POLYVINYL ACETATE

OR

RECYCLED CELLULOSE FIBER/WOOD FIBER MIXTURE

SEEDING SEASON DATES:

RATE OF ANCHOR MATERIAL APPL:

ANCHORING METHOD:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, SLOPES/SWALES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

NURSERY CROPS: ANYTIME ~ NATIVE: 10/15 TO 5/15

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

ROLLED EROSION CONTROL PRODUCT

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

C: 12.0 ~ N: 8.0 ~ P: 8.0

SEE TABLE A

FORMULA N

SEEDING SEASON DATES:

ANCHORING METHOD:

RATE OF ANCHOR MATERIAL APPL:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, <3:1 SLOPES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

/15 TO 6/1 & 8/1 TO 10/153

PER MANUFACTURERS' INSTRUCTIONS

STRAW

B: 42.0 ~ L: 48.0

SEE TABLE A

FORMULA B

10-20-20

AND

38-0-0 UREAFORM

OR

59 TO 50 AS DIRECTED

32-0-0 TO 38-0-0 SULFER COATED UREA

OR

31-0-0

RECYCLED CELLULOSE FIBER

AND

WOOD FIBER

OR

PER MANUFACTURERS' INSTRUCTIONS

NONASPHALTIC EMULSION

OR

PER MANUFACTURERS' INSTRUCTIONS

POLYVINYL ACETATE

OR

RECYCLED CELLULOSE FIBER/WOOD FIBER MIXTURE

SEEDING SEASON DATES:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:

/15 TO 6/1 & 8/1 TO 10/153

HAY

6.0

SEE TABLE A

FORMULA T(TEMPORARY)

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

10-20-20

AND

38-0-0 UREAFORM

OR

59 TO 50 AS DIRECTED

32-0-0 TO 38-0-0 SULFER COATED UREA

OR

31-0-0

APPLICATION RATE FOR SLOPES LESS THAN 3:1

STRAW 3 TONS 140 LB 1240 LB

WEEDS, NOT CHOPPED OR FINELY BROKEN

EITHER WHEAT OR OAT STRAW, FREE OF

HAY 3 TONS 140 LB 1240 LB

OTHER NATIVE FORAGE GRASSES

TIMOTHY, MIXED CLOVER AND TIMOTHY OR

WOOD CHIPS 4-6 TONS 185-275 LB 1650-2500 LB

GRASSES AND LEGUMES

MAY PREVENT GERMINATION OF

HYDROMULCH 1 TON 47 LB 415 LB SEE NOTES

SLOPES 3:1 AND GREATER

MULCH BLANKET

EROSION CONTROL

MANUFACTURERS' INSTRUCTIONS

APPLY BLANKET AND ANCHOR PER

SC150 (2:1) OR APPROVED EQUALS

NORTH AMERICAN GREEN S150 (3:1) AND

MULCH APPLICATION RATES

3. THE APPLICATION RATE FOR ANY HYDROMULCH SHOULD BE 2,000 LB/ACRE AT A MINIMUM.

2. WOOD FIBER HYDROMULCH MAY BE APPLIED ON STEEPER SLOPES PROVIDED A TACKIFIER IS USED.

1. SHREDDED PAPER HYDROMULCH SHOULD NOT BE USED ON SLOPES STEEPER THAN 5%.

NOTES:

MULCH TYPE PER ACRE PER 1000 SF PER 1000 SY NOTES

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/14/2026 5:18:04 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\ES\ES_002_Seeding.dgn (EROSION AND SEDIMENT CONTROL NOTES)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

ES - 003

EROSION AND SEDIMENT CONTROL DETAILS

NOT TO SCALE

COMPOST FILTER SOCK

SPREAD AS A SOIL SUPPLEMENT.

IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND…