2-2026-3-16 South Main Street Sewer Project - Phase 2.pdf

PDF 29 MB Posted Mar 17, 2026

Attached to: Tomko Avenue Drainage Repair Project
Solicitation number: Not on record
Issued by: Luzerne County, Arona Borough, Pennsylvania

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Written by GovTribe AI · Mar 23, 2026

South Main Street Sewer Project - Phase 2 - Design Plans and Specifications

This document is a comprehensive design plan and specification set for the South Main Street Sewer Project - Phase 2, a sanitary sewer infrastructure project being undertaken by Hanover Township in Luzerne County, Pennsylvania. The project involves the construction of approximately 790 linear feet of 6-inch gravity sewer main and associated infrastructure, including multiple cleanouts and one manhole with specific rim and invert elevations documented throughout the plan sheets. The sewer main is designed to service the Wyoming Valley Country Club exclusively, while future connections from Schiel Development LLC properties will tie into the existing Hanover Township gravity sewer system on Bunker Drive. The design includes detailed plan and profile sheets (C201-C202) showing the sewer alignment across three segments (184 LF, 326 LF, and 160 LF), with a fourth segment of 124 LF connecting to an existing 8-inch cleanout stub. Sealed bids are to be submitted electronically via the PennBid Program until 12:00 pm local time on April 7, 2026, with bids made publicly available immediately upon opening. The project includes three bid alternates: Alternate No. 1 and No. 2 each propose extending the sewer an additional 100 feet with engineer-provided rim and invert information, while Alternate No. 3 replaces a proposed manhole with a cleanout. Site conditions require contractors to conduct Pennsylvania One-Call utility locating (1-800-242-1776) between 3 and 10 working days before work commences, perform test pitting to verify existing utility depths, maintain resident access to the extent possible, and restore areas to pre-construction conditions unless otherwise noted.

The project is financed in part by a grant from the Commonwealth of Pennsylvania's Commonwealth Financing Authority. Each bid must be accompanied by bid security equal to 10 percent of the bidder's maximum bid price, along with all required forms, statements, affidavits, and certifications as outlined in the bidding documents. All construction work is included in one prime contract on a lump sum and unit price basis. Contractors must comply with Pennsylvania Prevailing Wage Act 442 requirements throughout the project duration. The design plans indicate significant environmental and utility protection requirements, including avoidance of existing electrical boxes, protection of existing wetlands and infiltration basin slopes, and coordination with multiple utility providers including Hanover Township Sewer, Pennsylvania American Water, UGI Utilities Inc., eTech Global Services, and USIC LLC. Erosion and sedimentation controls must comply with Pennsylvania Department of Environmental Protection Chapter 102 and Luzerne County Conservation District requirements, with specific provisions for sediment removal, maintenance inspections, and permanent stabilization of disturbed areas. The project disturbance area is less than one acre, involving approximately 20 feet wide by the length of pipe work. Hanover Township has established non-discrimination policies based on race, color, national origin, sex, religion, age, disability, or familial status. No pre-bid conference will be held; all bidding documents are available at no cost through the PennBid Program website.

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Other files

File	Type	Posted
2-2026.06.18 CONSTRUCTION PLAN.pdf	PDF	Jun 19, 2026
1-2026.06.19 PROJECT MANUAL.pdf	PDF	Jun 19, 2026
1-Project Manual - 2026-3-16.pdf	PDF	Mar 17, 2026
3-Bid Tab Pennbid.pdf	PDF	Jul 11, 2025
1-Solomon Creek Stream Side Cleanup - Plan Set.pdf	PDF	Jul 11, 2025
2-Project Manual 2025-07-09.pdf	PDF	Jul 11, 2025

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LOCATION MAP

DESIGN PA ONE CALL

SERIAL NUMBERS:

20260552934

THE CONTRACTOR WILL BE RESPONSIBLE TO CONTACT THE

PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776 NOT

LESS THAN THREE (3), NOR MORE THAN TEN (10) WORKING

DAYS PRIOR TO THE START OF WORK TO HAVE ALL

UTILITIES MARKED IN THE AREAS OF WORK.

Know what's below.

Call before you dig.

THREE

DAYS

BEFORE

YOU DIG

CALL

PA ONE CALL

SYSTEM TOLL

FREE

1-800-242-1776

HANOVER TOWNSHIP, LUZERNE COUNTY, PENNSYLVANIA

HANOVER TOWNSHIP

SOUTH MAIN STREET SEWER PROJECT-PHASE 2

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A M

C O

S H

AS NOTED

LIST OF UTILITIES

HANOVER TOWNSHIP (SEWER)

1267 SAN SOUCI PARKWAY

HANOVER TOWNSHIP, PA 18706

CONTACT: SAMUEL GUESTO

EMAIL: SGUESTO@HANOVERTOWNSHIP.ORG

PENNSYLVANIA AMERICAN WATER

2699 STAFFORD AVENUE

SCRANTON, PA 18507

CONTACT: MAUREEN CARPENTER

EMAIL: MAUREEN.CARPENTER@AMWATER.COM

UGI UTL INC

1 UGI DRIVE

WILKES-BARRE, PA 18711

CONTACT: AMANDA NIXON

EMAIL: ANIXON@UGI.COM

ETECH GLOBAL SERVICES

1903 BERRY DR

NAOGDOCHES, TX 75964

CONTACT: SKYE GOLDON

EMAIL: SKYE.GOLSON@ETECHTEXAS.COM

USIC LLC

17 WEST TRINDLE ROAD

CARLISLE, PA 17017

CONTRACT: MICHAEL SHAFFER

EMAIL: MICHAELSHAFFER@USICLLC.COM

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Sheet List Table

Sheet Number Sheet Title

CS COVER SHEET

C01 LEGEND, ABBREVIATIONS

C200 OVERALL SITE

C200 PLAN & PROFILE

C202 PLAN & PROFILE

C400 E&S CONTROL PLAN

C900 E&S NOTES

C901 E&S DETAILS & GENERAL DETAILS

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PROJECT LOCATION

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A M

AS NOTED

C01

STREAM CENTERLINE

EOP

OVERHEAD ELEC

GAS LINE WITH VALVE

ROADWAY CENTERLINE

STORM MANHOLE

STORM PIPE

MINOR CONTOUR

MAJOR CONTOUR

WATER LINE WITH VALVE

BUILDING

DELINEATED WETLAND

MUNICIPAL BOUNDARY LINE

DECIDUOUS TREE

CONIFEROUS TREE

SHRUB

BOLLARD

UTILITY POLE

SIGN

MAILBOX

LEGEND AND SYMBOLS

PROPERTY LINE

DRAINAGE SWALE

STORM INLET

EXISTING PROPOSEDITEM

CONCRETE AREA

TREELINE

RIGHT-OF-WAY

XXX

SANITARY LINE WITH CLEANOUT

CHAIN LINK FENCE

GUIDERAIL

EASEMENT LINE

WOOD FENCE

UNDERGROUND ELEC

ZONING BOUNDARY LINE

BUILDING SETBACK LINE

FLOODPLAIN

CURB

UTILITY MANHOLE

FIRE HYDRANT

LIGHT POLE

STONE ROW

DIRT ROAD

GENERAL NOTES:

1. PROJECT SITE IS LOCATED ALONG BUNKER DRIVE,

HANOVER TOWNSHIP, LUZERNE COUNTY,

PENNSYLVANIA.

2. THE PARCEL LINES SHOWN ARE A COMPOSITE OF

DEEDS OF RECORD, COUNTY TAX ASSESSMENT

MAPS, GIS MAPPING, AND AERIAL PHOTOGRAPHY.

3. THE TOPOGRAPHY SHOWN IS BASED UPON DCNR PA

MAP LIDAR DATA SUPPLEMENTAL TO FIELD SURVEY

COMPLETED BY VERDANTAS.

4. PROJECT SURVEY DATUMS:

HORIZONTAL: PENNSYLVANIA STATE PLANE; NORTH

ZONE; NAD83

VERTICAL: NAVD88

5. THERE ARE NO PROPOSED STREAM OR WATERWAY

ALTERATIONS OR RELOCATIONS ASSOCIATED WITH

THIS PROJECT.

6. THE LOCATIONS OF UNDERGROUND UTILITIES AS

SHOWN HEREON ARE BASED ON VISIBLE ABOVE

GROUND STRUCTURES. LOCATIONS OF

UNDERGROUND UTILITIES/STRUCTURES MAY VARY

FROM LOCATIONS SHOWN HEREON AND ADDITIONAL

BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. PRIOR TO ANY EXCAVATIONS, A "PA

ONE CALL" MUST BE MADE FOR VERIFICATION OF

UTILITY TYPE AND FOR FIELD LOCATIONS.

7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

SITE CONDITIONS. EXISTING CONDITIONS ARE BASED

UPON FIELD SURVEY AND PA ONE-CALL MARKINGS.

DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE

AND SHALL BE VERIFIED BY THE CONTRACTOR. ALL

UTILITY CROSSINGS SHALL BE TEST PITTED.

8. EXISTING UTILITIES SHALL BE PROTECTED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

DAMAGE TO THE EXISTING UTILITIES. DAMAGED

UTILITIES SHALL BE REPAIRED IN ACCORDANCE WITH

UTILITY OWNER REQUIREMENTS AT NO COST TO THE

OWNER. CONTRACTOR SHALL BE RESPONSIBLE TO

LOCATE DEPTH OF UTILITIES PRIOR TO HORIZONTAL

DIRECTIONAL DRILLING OR EXCAVATION FOR 6"

GRAVITY SEWER MAIN.

9. RESIDENT ACCESS SHALL BE MAINTAINED TO THE

EXTENT POSSIBLE.

10. CONTRACTOR SHALL RESTORE AREA TO

PRE-CONSTRUCTION CONDITIONS, UNLESS

OTHERWISE NOTED.

11. CONTRACTOR SHALL PROVIDE EROSION AND

SEDIMENTATION CONTROLS TO PROTECT STORM

WATER INLETS, EXCESSIVE RUN-OFF, AND SEDIMENT

DEPOSITION. EROSION AND SEDIMENTATION

CONTROLS SHALL BE IN ACCORDANCE WITH PADEP

CHAPTER 102 AND LUZERNE COUNTY CONSERVATION

DISTRICT REQUIREMENTS.

12. THERE ARE NO WETLANDS, FLOODPLAINS, OR PRIME

AGRICULTURE LANDS IN THE PROJECT AREA LIMITS.

13. THE PROPOSED 6" SANITARY SEWER IS ONLY TO

SERVICE THE WYOMING COUNTRY CLUB. THE LOTS

LABELED 'SCHIEL DEVELOPMENT LLC' ARE TO

CONNECT TO EXISTING HANOVER TOWNSHIP

GRAVITY SEWER SYSTEM ON BUNKER DRIVE IN THE

FUTURE.

DELTA

ABDN ABANDON

ABUT ABUTMENT

AC ACRES

AD AREA DRAIN

APPROX APPROXIMATE

B/24" BLUE 24"

B/4" BLUE 4"

BC BOTTOM CURB

BCBC BITUMINOUS CONCRETE BASE COURSE

BLDG BUILDING

BM BENCH MARK

BOB BOTTOM OF BANK

BRG BEARING

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

BW BOTTOM WALL

CBL CABLE

CHD CHORD

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SOURCE

CJ CONTROL JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

COND CONDENSATE

CPP CORRUGATED PLASTIC PIPE

CY CUBIC YARDS

DB DEED BOOK

DEMO DEMOLITION

DI DUCTILE IRON

DIA DIAMETER

DIR DIRECTION

DN DOWN

DWG DRAWING

DWGS DRAWINGS

DY/4" DOUBLE YELLOW 4"

E= EASTING

E & S EROSION AND SEDIMENTATION CONTROL

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EOP EDGE OF PAVE

EOS EDGE OF SHOULDER

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EXIST EXISTING

FES FLARED END SECTION

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FM FORCE MAIN

FND FOUND

FT FEET

CALV GALVANIZED

GND GROUND

GPM GALLONS PER MINUTE

GV GAS VALVE

HC HYDRAULIC CONDUCTIVITY

HDD HORIZONTAL DIRECT DRILLING

HOP HIGHWAY OCCUPANCY PERMIT

HT HEIGHT

ID INSIDE DIAMETER

IN INCHES

INV INVERT

JB JUNCTION BOX

LAT LATITUDE

LF LINEAR FEET

LOD LIMIT OF DISTURBANCE

LONG LONGITUDE

LP LIGHT POLE

LT LEFT

LVC LENGTH VERTICAL CURVE

MAX MAXIMUM

MB MAILBOX

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MON MONUMENT

MPT MAINTENANCE AND PROTECTION OF TRAFFIC

N/F NOW OR FORMERLY

N= NORTHING

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFSET

OH OVERHEAD

OHE OVERHEAD ELECTRIC

OHW OVERHEAD WIRE

PCSM POST CONSTRUCTION STORM WATER MANAGEMENT

PG PAGE

PI POINT OF INTERSECTION

PIN PROPERTY IDENTIFICATION NUMBER

PL PROPERTY LINE

PNT POINT

POB POINT OF BEGINNING

POE POINT OF ENDING

PPC PREPAREDNESS PREVENTION AND CONTINGENCY

PRC POINT REVERSE CURVE

PRV PRESSURE REDUCING VALVE

PT POINT TANGENCY

PVC POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

R/W RIGHT-OF-WAY

R RADIUS

RA ROCK APRON

RB RECORD BOOK

RCE ROCK CONSTRUCTION ENTRANCE

RCP REINFORCED CONCRETE PIPE

RD ROAD

RR RAILROAD

RTE ROUTE

S= SLOPE

SAN SANITARY

SEG SEGMENT

SF SQUARE FEET

SCH SCHEDULE

SLCPP SMOOTH LINE CORRUGATED POLYETHYLENE PIPE

SR STATE ROUTE

STL STEEL

STM STEAM

SY SQUARE YARDS

T= TANGENT

TB TEST BORING

TBA TO BE ABANDONED

TBR TO BE REMOVED

TC TOP CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TP TEST PIT

TWP TOWNSHIP

TW TOP WALL

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UTIL UTILITIES

W WATER

W/24" WHITE 24"

W/4" WHITE 4"

WSE WATER SURFACE ELEVATION

WV WATER VALVE

WWTP WASTE WATER TREATMENT PLANT

YR YEAR

AutoCAD SHX Text

LEGENDS, ABBREVIATIONS, AND SYMBOLS

XXX

APPROXIMATE LOCATION OF EXISTING ON

LOT SEWER. WVCC RESPONSIBLE TO

DEMO EXISTING SYSTEM AND CONNECT TO

6" GRAVITY SEWER (NOT IN THIS

CONTRACT)

184 LF ± OF

6" GRAVITY

SEWER

MANHOLE

RIM: 701.00

INV: 696.10 (IN)

INV: 696.00 (OUT)

326 LF ± OF 6" GRAVITY SEWER

PROPOSED CLEANOUT

STA 6+31

RIM: 707.25

INV: 703.25

160 LF ± OF 6" GRAVITY SEWER

CONNECT TO

EXISTING 8"

CLEANOUT/STUB

RIM: 699.12

INV: 686.90 ±

124 LF ± OF

6" GRAVITY

SEWER

PROTECT EXISTING

WETLANDS - SEE

EROSION CONTROL

PLAN

PROVIDE 6" CLEANOUT WITH

CAPPED STUB FOR FUTURE

CONNECTION TO WVCC

SEE NOTE 8 REGARDING BID

ALTERNATES NO. 1 AND NO. 2

RIM: 710.90

INV: 706.00

(CONTRACTOR TO

PROTECT EXISTING

ELECTRIC BOXES)

CLEANOUT

RIM: 702.75

INV: 698.75

TEST PIT REQUIRED TO VERIFY

DEPTH OF STORM PIPE

(EXISTING SPOT ELEVATION - TYP)

TEST PIT REQUIRED TO VERIFY

DEPTH OF STORM PIPE

(EXISTING SPOT ELEVATION - TYP)

40' EASEM

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LANDS N/F KENNETH MITCHELL RB 3003, PG 317999

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LANDS N/F CONNIE GUESTO & SAMUEL T. GUESTO JR. DB 2218, PG 738

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LANDS N/F DAVID W. BERRYMAN & BONNIE S. BERRYMAN RB 3005, PG 213197

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LANDS N/F DONNA PODRAZIK DB 2570, PG 1181

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LANDS N/F PAUL P. ZAVADA DB 2706, PG 431

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WYOMING VALLEY COUNTRY CLUB 2518 00A84C000

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WYOMING VALLEY COUNTRY CLUB 2519 00A21A000

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WYOMING VALLEY COUNTRY CLUB 2519 00A21B000

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WYOMING VALLEY COUNTRY CLUB 2518 00A006000

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EXISTING MANHOLE RIM: 699.69' INV SW: 686.67'

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ELECTRIC BOX

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18" SLCPP INV: 695.11'

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18" SLCPP INV: 686.43'

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15" SLCPP INV: 696.89.'

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SEPTIC TANK LID 722.78'

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CLEAN OUT RIM: 722.89'

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EXISTING CURB

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EXISTING WOOD FENCE

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EXISTING WETLANDS

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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BUNKER DRIVE

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AutoCAD SHX Text 701.38'

AutoCAD SHX Text 701.24'

AutoCAD SHX Text 700.56'

AutoCAD SHX Text 700.73'

AutoCAD SHX Text 704.18'

AutoCAD SHX Text 704.53'

AutoCAD SHX Text 705.19'

AutoCAD SHX Text 703.40'

AutoCAD SHX Text 707.16'

AutoCAD SHX Text 708.56'

AutoCAD SHX Text 709.96'

AutoCAD SHX Text 710.81'

AutoCAD SHX Text 704.94'

AutoCAD SHX Text 702.66'

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EXISTING RETENTION AREA

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EXISTING CURB

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SETBACK LINE

AutoCAD SHX Text 702.07'

EXISTING STORM INLET RIM: 699.24' INV SW: 689.84'

184 LF ± OF 6" GRAVITY SEWER

MANHOLE

RIM: 701.00

INV: 696.10 (IN)

INV: 696.00 (OUT)

CONNECT TO EXISTING 8" CLEANOUT/STUB

RIM: 699.12

INV: 686.90 ±

124 LF ± OF 6" GRAVITY SEWER

PROTECT EXISTING

WETLANDS - SEE

EROSION CONTROL

PLAN

27' ± OF WORKING

SPACE

(CONTRACTOR TO

PROTECT EXISTING

ELECTRIC BOXES)

-0 +2

1+00

2+00

3+00

CLEANOUT

RIM: 702.75

INV: 698.75

TEST PIT

REQUIRED TO

VERIFY DEPTH

OF STORM PIPE

(EXISTING SPOT ELEVATION - TYP)

TEST PIT

REQUIRED TO

VERIFY DEPTH

OF STORM PIPE

40' EASEM

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MATCHLINE

NOTES:

1. CONTRACTOR TO AVOID ALL UTILITIES AND PROTECT

EXISTING ELECTRICAL BOXES AND EXISTING WETLAND

AREA.

2. CONTRACTOR TO AVOID ANY DISTURBANCE TO

INFILTRATION BASIN SLOPE AND KEEP DISTURBED AREA

ALONG BASIN WITHIN EXISTING BERM.

3. REMOVAL OF TREES IN WORK AREA IS INCIDENTAL TO

PROJECT. CONTRACTOR TO MINIMIZE REMOVAL OF TREES

TO EXTENT POSSIBLE.

4. STA 0+00 TO STA 0+50 TO BE RESTORED IN KIND WITH

GRAVEL (2A MODIFIED)

5. CONTRACTOR WILL BE PROVIDED TEMPORARY AND

PERMANENT EASEMENT INFORMATION FOR SCHIEL

DEVELOPMENT AND WVCC PROPERTIES.

6. BID ALTERNATE NO. 3 REPLACES MANHOLE WITH

CLEANOUT. IF CLEANOUT IS INSTALLED BEND MUST BE

ACHIEVED WITH MAXIMUM FITTINGS OF 22.5°.

7. ALL WORK ON WVCC PROPERTY TO BE COORDINATED

WITH OWNER REGARDING WORK HOURS/DAYS.

8. BID ALTERNATES NO. 1 AND NO. 2 INCLUDE EXTENDING

SEWER AN ADDITIONAL 100 FEET (EACH) AND ARE NOT

SHOWN ON PLAN. RIM AND INVERT INFORMATION WILL BE

PROVIDED BY ENGINEER. ASSUME 4.5 FEET OF COVER AND

MINIMUM OF 1% SLOPE.

0' 20' 40' 80'

-0+30 0+00 1+00 2+00 3+00 3+10

PROPOSED 6" GRAVITY MAIN

LENGTH = 123.61 L.F

PROPOSED 6" GRAVITY MAIN

LENGTH = 184.07 L.F

PROPOSED MANHOLE

STA 1+21

RIM: 701.00

INV (IN) = 696.10

INV (OUINV (OUT) = 696.00

PROPOSED CLEANOUT

STA 3+05

RIM: 702.75

INV = 698.75

PROFILE

BEGIN TRANSITION TO CONNECT

TO EXISTING CLEANOUT

TRANSITION TO 8" PIPE

PRIOR TO CLEANOUT

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EXISTING CLEANOUT RIM: 699.12'

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INV = 686.90 ±

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EXISTING 18" STORMWATER PIPE

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EXISTING 15" STORMWATER PIPE

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EXISTING MANHOLE

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EXISTING MANHOLE RIM: 699.69' INV SW: 686.67'

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ELECTRIC BOX

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18" SLCPP INV: 695.11'

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18" SLCPP INV: 686.43'

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15" SLCPP INV: 696.89.'

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EXISTING CURB

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EXISTING WOOD FENCE

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EXISTING WETLANDS

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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BUNKER DRIVE

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AutoCAD SHX Text 701.38'

AutoCAD SHX Text 701.24'

AutoCAD SHX Text 700.56'

AutoCAD SHX Text 700.73'

AutoCAD SHX Text 702.66'

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EXISTING RETENTION AREA

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EXISTING CURB

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SETBACK LINE

AutoCAD SHX Text 702.07'

EXISTING STORM INLET RIM: 699.24' INV SW: 689.84'

ALIGNMENT - PHASE 2 OPTION 2

3+15 4+00 5+00 6+00 7+00 7+95

PROPOSED CLEANOUT

STA 6+31

RIM: 707.25

INV = 703.25PROPOSED 6" GRAVITY MAIN

LENGTH = 326.10 L.F

PROPOSED 6" GRAVITY MAIN

LENGTH = 160.04 L.F

PROPOSED CLEANOUT

STA 7+91

RIM: 710.90

INV = 706.00

PROFILE

326 LF ± OF 6" GRAVITY SEWER

PROPOSED CLEANOUT

STA 6+31

RIM: 707.25

INV: 703.25

160 LF ± OF 6" GRAVITY SEWER

PROVIDE 6" CLEANOUT WITH

CAPPED STUB FOR FUTURE

CONNECTION TO WVCC

SEE NOTE 8 REGARDING BID

ALTERNATES NO. 1 AND NO. 2

RIM: 710.90

INV: 706.00

3+00

CLEANOUT

RIM: 702.75

INV: 698.75

(EXISTING SPOT ELEVATION - TYP)

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MATCHLINE

0' 20' 40' 80'

NOTES:

1. CONTRACTOR TO AVOID ALL UTILITIES AND PROTECT

EXISTING ELECTRICAL BOXES AND EXISTING WETLAND

AREA.

2. CONTRACTOR TO AVOID ANY DISTURBANCE TO

INFILTRATION BASIN SLOPE AND KEEP DISTURBED AREA

ALONG BASIN WITHIN EXISTING BERM.

3. REMOVAL OF TREES IN WORK AREA IS INCIDENTAL TO

PROJECT. CONTRACTOR TO MINIMIZE REMOVAL OF TREES

TO EXTENT POSSIBLE.

4. STA 0+00 TO STA 0+50 TO BE RESTORED IN KIND WITH

GRAVEL (2A MODIFIED)

5. CONTRACTOR WILL BE PROVIDED TEMPORARY AND

PERMANENT EASEMENT INFORMATION FOR SCHIEL

DEVELOPMENT AND WVCC PROPERTIES.

6. BID ALTERNATE NO. 3 REPLACES MANHOLE WITH

CLEANOUT. IF CLEANOUT IS INSTALLED BEND MUST BE

ACHIEVED WITH MAXIMUM FITTINGS OF 22.5°.

7. ALL WORK ON WVCC PROPERTY TO BE COORDINATED

WITH OWNER REGARDING WORK HOURS/DAYS.

8. BID ALTERNATES NO. 1 AND NO. 2 INCLUDE EXTENDING

SEWER AN ADDITIONAL 100 FEET (EACH) AND ARE NOT

SHOWN ON PLAN. RIM AND INVERT INFORMATION WILL BE

PROVIDED BY ENGINEER. ASSUME 4.5 FEET OF COVER AND

MINIMUM OF 1% SLOPE.

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

AutoCAD SHX Text 704.18'

AutoCAD SHX Text 704.53'

AutoCAD SHX Text 705.19'

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AutoCAD SHX Text 702.66'

702.07'

184 LF ± OF

6" GRAVITY

SEWER

326 LF ± OF 6" GRAVITY SEWER

160 LF ± OF 6" GRAVITY SEWER

124 LF ± OF

6" GRAVITY

SEWER

-0 +2

2+00

3+00

40' EASEM

ROCK CONSTRUCTION ENTRANCE

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NOTE:

1. CONTRACTOR RESPONSIBLE TO PROVIDE E&S CONTROLS TO

MEET PA DEP CHAPTER 102 AND LUZERNE COUNTY

CONSERVATION DISTRICT REQUIREMENTS. E&S CONTROLS

SHOWN ARE CONSIDERED THE MINIMUM REQUIREMENT

2. REFER TO C900 AND C901 FOR EROSION AND SEDIMENTATION

CONTROL NOTES AND DETAILS.

0' 60' 120' 180'

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LANDS N/F KENNETH MITCHELL RB 3003, PG 317999

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LANDS N/F CONNIE GUESTO & SAMUEL T. GUESTO JR. DB 2218, PG 738

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LANDS N/F DAVID W. BERRYMAN & BONNIE S. BERRYMAN RB 3005, PG 213197

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LANDS N/F DONNA PODRAZIK DB 2570, PG 1181

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LANDS N/F PAUL P. ZAVADA DB 2706, PG 431

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WYOMING VALLEY COUNTRY CLUB 2518 00A84C000

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WYOMING VALLEY COUNTRY CLUB 2519 00A21A000

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WYOMING VALLEY COUNTRY CLUB 2519 00A21B000

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WYOMING VALLEY COUNTRY CLUB 2518 00A006000

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18" SLCPP INV: 695.11'

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18" SLCPP INV: 686.43'

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15" SLCPP INV: 696.89.'

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SEPTIC TANK LID 722.78'

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CLEAN OUT RIM: 722.89'

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EXISTING WOOD FENCE

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EXISTING WETLANDS

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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SCHIEL DEVELOPMENT LLC

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BUNKER DRIVE

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AutoCAD SHX Text 701.38'

AutoCAD SHX Text 701.24'

AutoCAD SHX Text 700.56'

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AutoCAD SHX Text 704.94'

AutoCAD SHX Text 702.66'

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EXISTING RETENTION AREA

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SETBACK LINE

AutoCAD SHX Text 702.07'

701.24'

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E& S

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C900

GENERAL NOTES:

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

ACCORDANCE WITH THE APPROVED E&S PLAN AS PREPARED BY CONTRACTOR. PLAN REQUIREMENTS SHOWN HEREIN ARE INTENDED FOR GENERAL GUIDANCE. A COPY OF AN APPROPRIATE PLAN MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. PROJECT DISTURBANCE IS BASED ON 20 FEET WIDE BY LENGTH OF PIPE AND IS LESS

THAN 1 ACRE.

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

OFFICIALS, THE E&S PLAN PREPARER.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE

LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE

PLAN DRAWINGS.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.

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

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

CLEARING AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED WITHIN PROJECT DISTURBANCE AREA IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR

FLATTER.

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

CONSERVATION DISTRICT AND/OR THE ENGINEER.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

11. 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.

12. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN

THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

13. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED

WILL BE REQUIRED.

14. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORKDAY 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.

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

16. AREAS THAT ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES -- 6 TO 12 INCHES

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

INCHES OF TOPSOIL.

17. 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.

18. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.

19. 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.

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

FILLS.

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

22. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE

STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

23. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT

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

STANDARDS OF THIS PLAN.

24. 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.

25. 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.

26. 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 ENGINEER.

27. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE ENGINEER FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMPS.

28. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY

DURING THE GERMINATING SEASON.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED

AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE ENGINEER.

30. 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.

31. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH

RESTORATION IS COMPLETE.

32. ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF.

33. THE PLANS AND THE TYPICAL SECTIONS DEPICT THE GENERAL LAYOUT, LENGTH, SCOPE AND LIMITS OF WORK.

THEY MAY NOT INDICATE ALL THE SITE SPECIFIC CONDITIONS THAT WILL NEED TO BE ADDRESSED ON AN INDIVIDUAL BASIS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO THOROUGHLY EXAMINE ALL EXISTING CONDITIONS OF THE SITE PRIOR TO SUBMITTING A BID SO AS TO IDENTIFY ANY SITE SPECIFIC CONDITIONS THAT

MAY AFFECT HIS BID.

34. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED FOR THIS PROJECT. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY AND ADDITIONAL BURIED UTILITIES /STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE TO LOCATE BURIED UTILITIES/STRUCTURES. CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776 NOT LESS THAN THREE (3) WORKING DAYS, NOR MORE THAN TEN (10) WORKING DAYS

PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE PROJECT AREA.

35. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY SITE SPECIFIC CONDITION THAT MAY

REQUIRE SPECIAL ATTENTION DURING CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK.

36. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

37. ALL NECESSARY TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN ACCORDANCE

WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATIONS 212, 213, AND 236. ALL PARKING LOT AND

ROADWAY LANE CLOSURES SHALL BE COORDINATED WITH OWNER.

38. THE CONTRACTORS WORKING ON THIS PROJECT WILL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT ARE PERFORMED IN ACCORDANCE WITH ALL O.S.H.A. (OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION) STANDARDS AND REQUIREMENTS.

39. THIS PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CERTIFIED TITLE REPORT AND IN NO WAY REPRESENTS A TITLE REPORT. THIS PLAN HAS NOT BEEN REVIEWED TO DETERMINE ITS COMPLIANCE WITH TITLE III OF THE AMERICANS WITH DISABILITIES ACT OF 1990 (ADA) WHICH PROHIBITS DISCRIMINATION ON THE BASIS OF DISABILITY IN PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES. COMPLIANCE WITH TITLE III OF THE ACT WITH REGARD TO PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES IS THE RESPONSIBILITY OF THE

OWNER/APPLICANT.

40. CONTRACTOR SHALL COORDINATE WITH ALL EMERGENCY SERVICE PROVIDERS INCLUDING, BUT NOT LIMITED TO, THE TOWNSHIP OF PLAINS POLICE DEPARTMENT, FIRE DEPARTMENT, AND OTHER TOWNSHIP EMERGENCY SERVICES

TO NOTIFY THEM OF PROJECT WORK SCHEDULE.

E&S MAINTENANCE NOTES:

1. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S) MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S.

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMP'S MUST BE MAINTAINED PROPERLY. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, REPLACEMENT, RE-GRADING, RE-SEEDING, RE-MULCHING, AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. A WRITTEN REPORT DOCUMENTING THE INSPECTIONS AND REPAIRS MADE TO THE EROSION AND SEDIMENT CONTROL BMP'S MUST BE KEPT BY THE PERSON RESPONSIBLE FOR BMP MAINTENANCE.

2. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ANY ROADWAY OR ANY PUBLIC RIGHT-OF-WAY SHALL IMMEDIATELY BE REMOVED. WASHING SEDIMENT FROM THE PAVEMENT IS PROHIBITED.

3. ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ANY COMPOST FILTER SOCK OR FILTER FABRIC FENCE SECTION THAT HAS BEEN UNDERMINED OR OVERTOPPED MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF SILT FENCES AND 1/3 THE ABOVE GROUND HEIGHT OF ROCK FILTERS. INLET FILTER BAGS SHOULD BE CLEANED AND/OR REPLACED WHEN THE BAG IS 1/2

FULL. DAMAGED FILTER BAGS SHALL BE REPLACED.

4. ACCUMULATED SEDIMENT MAY BE INCORPORATED INTO THE FILL OR REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER (AN APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE

REQUIRED FOR ANY OFFSITE DISPOSAL AREA).

5. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP, IT IS THE CONTRACTOR'S RESPONSIBILITY TO

IMMEDIATELY CORRECT THE PROBLEM.

6. OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENT CONTROLS.

7. THE CONTRACTOR SHALL, PERIODICALLY OR AS DIRECTED DURING THE PROGRESS OF THE WORK, REMOVE AND LEGALLY DISPOSE OF ALL SURPLUS MATERIAL AND DEBRIS AND KEEP THE PROJECT AREA AND PUBLIC RIGHTS-OF-WAY REASONABLY CLEAR. SURPLUS OR DEMOLITION MATERIALS SHALL BE RECYCLED DURING

THE COURSE OF THE WORK, WHENEVER PRACTICAL AND APPROVED BY THE DESIGN ENGINEER.

8. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY CONSTRUCTION FACILITIES, DEBRIS AND UNUSED MATERIALS, PROVIDED FOR THE WORK, AND PUT ALL OF THE SITES OF THE WORK AND PUBLIC RIGHTS-OF-WAY IN A NEAT AND CLEAN CONDITION. TRASH BURNING ON THE SITE OF THE WORK WILL NOT BE PERMITTED. OFF-SITE DISPOSAL OF SOIL OR ROCK WILL REQUIRE AN EROSION AND SEDIMENT CONTROL PLAN SUBMISSION, BY THE CONTRACTOR, TO THE APPROPRIATE CONSERVATION

DISTRICT.

WASTE RECYCLING AND DISPOSAL NOTES:

THE INDIVIDUALS RESPONSIBLE FOR THE EARTH DISTURBANCE ACTIVITIES MUST ENSURE METHODS ARE IN PLACE TO CONTROL SITE WASTE MATERIAL. ALL SUITABLE MATERIAL ACCUMULATED WILL BE INCORPORATED INTO THE FILL AND REUSED ON-SITE. SEDIMENT REMOVED FROM SITE BMP'S SHALL BE DISPOSED OF IN LANDSCAPE AREAS OUTSIDE OF DRAINAGE SWALES, STEEP SLOPES, AND WETLANDS. THE WASTE MATERIAL WHICH INCLUDES BUT IS NOT LIMITED TO DAMAGED CONSTRUCTION MATERIAL, EXISTING BUILDING MATERIAL, GENERAL TRASH, ETC. WILL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER ACCORDING TO THE PA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S SOLID WASTE MANAGEMENT REGULATIONS (PA CODE TITLE 25, CHAPTER 260.1 ET. SEQ, 271.1 ET SEQ. AND 287.1 ET SEQ). THE DISPOSAL SITE MUST HAVE A SEPARATE EROSION CONTROL PLAN AND MUST BE APPROVED BY THE ENGINEER AND THE LUZERNE COUNTY CONSERVATION DISTRICT. ALL EXCESS SOIL FROM THE SITE MUST REMAIN ON THE PROPERTY AND SHALL BE

SPREAD OUT IN THE AREA OF THE SOIL STOCKPILE.

MAINTENANCE PROGRAM:

THE CONTRACTOR IS REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT CONTROL MEASURES AND FACILITIES INDICATED ON THE APPROVED PLAN SET, INTO THE PROJECT AT THE EARLIEST PRACTICABLE TIME.

THE CONTRACTOR IS RESPONSIBLE FOR APPLYING, CLEANING, AND MAINTAINING ALL CONTROL FEATURES DURING CONSTRUCTION. APPROPRIATE EROSION AND SEDIMENT POLLUTION CONTROL FEATURES SHALL BE APPLIED TO SECTIONS SUCH AS BORROW PITS AND MATERIAL STORAGE AREAS UNFORESEEN PRIOR TO CONSTRUCTION. PERMANENT EROSION CONTROL FACILITIES WILL BE MAINTAINED BY THE OWNER.

THE TEMPORARY FACILITIES FOR EROSION AND SEDIMENT POLLUTION CONTROL SHALL BE INSPECTED A MINIMUM OF ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF COMPOST FILTER SOCKS AND 1/3 THE ABOVE GROUND HEIGHT OF THE ROCK FILTERS. ANY COMPOST FILTER SOCK SECTION THAT HAS BEEN UNDERMINED OR OVERTOPPED MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER. AS CONSTRUCTION PROGRESSES AND DISTURBED AREAS HAVE BEEN STABILIZED, TEMPORARY EROSION CONTROL STRUCTURES ARE TO BE CLEANED AND REMOVED.

RESPONSIBILITIES FOR FILL MATERIALS:

THE IMPLEMENTATION OF FILL MATERIALS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. UPON FINAL SITE

ACCEPTANCE, THE OWNER SHALL BE RESPONSIBLE FOR FILL MATERIALS.

CLEAN FILL:

* THE CONTRACTOR OF THE SITE WILL PERFORM ENVIRONMENTAL DUE DILIGENCE ON ALL IMPORTED SOILS THAT

WILL BE UTILIZED ON THE PROJECT SITE.

* ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION

SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS.

* ANALYTICAL TESTING IS REQUIRED FOR FILL MATERIAL SUSPECTED OF BEING SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE BASED UPON COMPLETION OF VISUAL INSPECTION AND/OR REVIEW OF PAST LAND USES AS PART OF ENVIRONMENTAL DUE DILIGENCE. FILL MATERIAL DETERMINED TO NOT QUALIFY AS CLEAN FILL THROUGH ANALYTICAL TESTING IS CONSIDERED REGULATED FILL AND MUST BE MANAGED AS A WASTE IN ACCORDANCE WITH APPLICABLE MUNICIPAL OR RESIDUAL WASTE REGULATIONS OF THE DEPARTMENT.

* CLEAN FILL IS DEFINED AS: UNCONTAMINATED NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT SOLID. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIALS, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE

COMMONWEALTH UNLESS OTHERWISE AUTHORIZED.

SEQUENCE OF CONSTRUCTION ACTIVITIES

NOTES:

1. AT LEAST THREE (3) DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS

INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE ONE CALL SYSTEM INCORPORATED AT (800) 242-1776 TO

LOCATED BURIED UTILITIES.

2. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE OF CONSTRUCTION ACTIVITIES. WORK AT EACH PROJECT SITE CAN BE STARTED SIMULTANEOUSLY OR IN ANY ORDER HOWEVER EACH STAGE OF THE CONSTRUCTION SEQUENCE FOR EACH SITE MUST BE COMPLETED

PRIOR TO INITIATION OF SUBSEQUENT STAGES.

3. UPON COMPLETION OR TEMPORARY CESSATION OF THE EARTH DISTURBANCE ACTIVITY, OR ANY STAGE THEREOF, THE PROJECT SITE SHALL BE IMMEDIATELY STABILIZED. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY WHERE CESSATION OF AN EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4

DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM

ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.

4. DEWATER EXCAVATIONS AS NEEDED USING PUMPED WATER FILTER BAGS.

5. SEQUENCE OF CONSTRUCTION:

a. ESTABLISH EROSION AND SEDIMENTATION CONTROLS

b. COMPLETE REQUIRED TEST PITS

c. INSTALL SEWER BEGINNING AT DOWNSTREAM END. TEMPORARY WORK SPACE SHALL BE KEPT TO A

MINIMUM.

d. COMPLETE REQUIRED TESTING OF SEWAGE FACILITIES.

e. COMPLETE PERMANENT RESTORATION.

f. REMOVE EROSION AND SEDIMENT CONTROLS WHEN VEGETATION HAS BEEN ESTABLISHED IN

ACCORDANCE WITH SPECIFICATIONS.

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

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H A

N O

T O

W N

, L U

N E

C O

U N

, P

A N

3/16/2026

C D

O R

C D

M z:

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E& S

L D

AS NOTED

C901

10'

MIN

' M

PLAN VIEW

PROFILE

100' MIN

MOUNTABLE

BERM (6" MIN)

EARTH FILL

PIPE AS

NECESSARY

GEOTEXTILE

8" M

NOTES:

1. TOPSOIL SHOULD BE REMOVED PRIOR TO INSTALLATION OF ROCK CONSTRUCTION

ENTRANCE.

2. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE.

3. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP

PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE.

4. MOUNTABLE BERM SHOULD BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED.

PIPE TO BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

MAINTENANCE:

ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE

SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SIDE FOR

THIS PURPOSE, ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND

RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT

ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE

BY 50 FEET INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING

THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWER, CULVERTS, OR

OTHER DRAINAGEWAYS IS NOT ACCEPTABLE.

ROCK CONSTRUCTION ENTRANCE DETAIL

NOT TO SCALE

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

MATERIAL TYPE 3 mil HDPE 5 mil HDPE 5 mil HDPE

MULTI-FILAMEN

POLYPROPYLE

(MFPP)

HEAVY DUTY

MULTI-FILAMEN

POLYPROPYLE

(HDMFPP)

MATERIAL

CHARACTERISTICS

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

BIO-

DEGRADABLE

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

SOCK

DIAMETERS

12" 18"

12" 18" 24" 32"

MESH OPENING 3/8" 3/8" 3/8" 3/8" 1/8"

TENSILE STRENGTH 26 PSI 26 PSI 44 PSI 202 PSI

ULTRAVIOLET

STABILITY %

ORIGINAL

STRENGTH

(ASTM G-155)

23% AT

1000 HR

23% AT

1000 HR

100% AT 1000

MINIMUM

FUNCTIONAL

LONGEVITY

6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS

TWO-PLY SYSTEMS

INNER CONTAINMENT NETTING

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION-WELDED JUNCTURES

3/4" X 3/4" MAX. APERTURE SIZE

OUTER FILTRATION MESH

COMPOSITE POLYPROPYLENE FABRIC

(WOVEN LAYER AND NON-WOVEN FLEECE

MECHANICALLY FUSED VIA NEEDLE PUNCH)

3/16" MAX APERTURE SIZE

SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS

TABLE 4.1

COMPOST STANDARDS

ORGANIC MATTER CONTENT 80% - 100% (DRY WEIGHT BASIS)

ORGANIC PORTION FIBROUS AND ELONGATED

pH 5.5 - 8.0

MOISTURE CONTENT 35% - 55%

PARTICLE SIZE 98% PASS THROUGH 1" SIEVE

SOLUBLE SALT CONCENTRATE 5.0 dS/m (mmhos/cm) MAXIMUM

NOTES:

COMPOST SHOULD BE WELL DECOMPOSED, WEED-FREE ORGANIC MATTER DERIVED FROM AGRICULTURAL

FOOD, STUMP GRINDINGS, AND YARD OR WOOD/BARK ORGANIC MATTER SOURCES. THE COMPOST

SHOULD BE AEROBICALLY COMPOSTED. THE COMPOST SHOULD POSSESS NO OBJECTIONABLE ODORS AND SHOULD BE REASONABLY FREE (<1% DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST PRODUCT SHOULD NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. WOOD AND BARK CHIPS, GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD PRODUCTS ARE NOT ACCEPTABLE AS

THE ORGANIC COMPONENT OF THE MIX.

THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS IN TABLE 4-2. THE STANDARDS CONTAINED IN THE PENNDOT PUBLICATION 408 ARE AN ACCEPTABLE ALTERNATIVE.

TABLE 4.2

STANDARD CONSTRUCTION DETAIL

COMPOST FILTER SOCK

NOT TO SCALE

2"X2" WOODEN STAKE

PLACED 10' O.C.

18" COMPOST FILTER

SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

DISTURBED

AREA

SECTION VIEW

PLAN VIEW

COMPOST FILTER SOCK

2"X2" WOODEN STAKE

PLACED 10' O.C.

FLO

NOTES:

1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF

TABLE 4.2.

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

BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT (FIGURE 4.1).

MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ON FIGURE 4. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER.

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

4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVE GROUND HEIGHT

OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

5. 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.

6. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS

AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK , STAKES SHALL BE REMOVED. THE SOCKS 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.

45° BEND

LATERAL

WYE

FLOW

PVC CLEANOUT IN GRASS

NOT TO SCALE

REMOVABLE PVC

THREADED PLUG

FINISHED GRADE

FLOW 45° BEND

REMOVABLE PVC

THREADED PLUG

FINISHED GRADE

PAVING OR

FINISHED GRADE

SEE CONTRACT SPECIFICATIONS

FOR MANHOLE FRAME AND COVER

(INSTALLED FLUSH WITH GRADE

UNLESS OTHERWISE NOTED) ADJUST TO GRADE AS REQUIRED, USE

UNIFORM WIDTH RING OF BITUMASTIC

MATERIAL TO BE PLACED BETWEEN

EACH MANHOLE COMPONENT AND

GRADE ADJUSTMENT RISER. TOP MOST

GRADE ADJUSTMENT RISER SHALL BE

SINGLE RUBBER COMPOSITE RISER.

REMAINING GRADE ADJUSTMENT

RISERS SHALL BE PRECAST CEMENT

CONCRETE. BRICK AND MORTAR

MASONRY WILL NOT BE ALLOWED

PRECAST REINFORCED CONCRETE

CONICAL RISER WHERE MANHOLE

DEPTH ALLOWS

PRECAST REINFORCED CONCRETE

VARIABLE HEIGHT MANHOLE

RISER SECTIONS

CEMENT GROUT OR BITUMASTIC

ALL AROUND INSIDE AND

OUTSIDE OF JOINT (TYP)

RUBBER

O-RING (TYP)

" X

P O

-R

H O

A T

" O

N -C

B Y

H O

30" 7"

2" 6"

6" 6"

48" DIA5" 5"

POURED CONCRETE FLOW

TO FIT CURVATURE OF

PIPES AND DIRECT FLOW

6"6"

ID *

PIPE *

4" M

PRECAST REINFORCED

CONCRETE BASE SECTION

" AASHTO NO. 57 OR

PENNDOT NO. 2A

COARSE AGGREGATE

BEDDING

PROVIDE BITUMASTIC ON

EXTERIOR OF MANHOLE

MANHOLE ENCAPSULATION SYSTEM

FLEXIBLE PIPE TO MANHOLE

CONNECTION PER

SPECIFICATIONS

SECTION 33 31 11

SANITARY PRECAST MANHOLE (4' DIAMETER DETAIL)

NOT TO SCALE

SURFACE RESTORATION DETAILS

NOT TO SCALE

AutoCAD SHX Text

EXISTING ROADWAY

AutoCAD SHX Text

EXISTING ROADWAY

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

UNDISTURBED AREA

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

UNDISTURBED AREA

AutoCAD SHX Text

AutoCAD SHX Text PROPOSED SANITARY SEWER PIPE* DIRECT BURIED AND BEDDED IN 2A TO 6" ABOVE THE PIPE. BACKFILL WITH NATIVE MATERIAL.

AutoCAD SHX Text

1'-0" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

BACKFILL WITH NATIVE MATERIAL.

AutoCAD SHX Text

TAMP IN 4" LIFTS

AutoCAD SHX Text

** 6" IN EARTH 3" IN ROCK

AutoCAD SHX Text RESTORE IN ACCORDANCE WITH APPROPRIATE SURFACE RESTORATION DETAILS (SEE DETAILS ON THIS SHEET)

AutoCAD SHX Text TYPICAL TRENCH RESTORATION DETAIL NOT TO SCALE * DIMENSION AS NOTED ON PLANS NOTE: : 1. BACKFILL TO BE TESTED TO 100% COMPACTION.

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File details come from the government source that posted it. Updated Mar 23, 2026.