2-204-27 IFB 9-2025 Dwg Set.pdf

PDF 28 MB Posted Sep 26, 2025

Attached to: Malden Water Tank Replacement Contract Nos. 2025-03A & 2025-03B
Solicitation number: Not on record
Issued by: Washington County, Pennsylvania

About this file

Written by GovTribe AI · Sep 29, 2025

The document is a government solicitation from the Tri-County Joint Municipal Authority (TCJMA) in Washington County, Pennsylvania, involving multiple water infrastructure projects funded through the Commonwealth of Pennsylvania's COVID-19 APRA PA Small Water and Sewer Program. The solicitation includes three separate project bids: Backwash Pump & Valve Replacement (Contract No. 2025-03), Richeyville Tank Replacement (Contract Nos. 2025-02A & 2025-02B), and Vestaburg Waterline Replacement (Contract Nos. 2025-01A & 2025-01B). The Backwash Pump & Valve Replacement project has electronic bids due on October 14, 2025, at 2:00 P.M., with a non-mandatory pre-bid conference on September 30, 2025, at 10:00 A.M. The project is expected to last 60 days and involves constructing public drinking water facilities, with bidding documents available at no cost through the PennBid website.

The projects are funded through the Commonwealth Financing Authority's COVID-19 APRA PA Small Water and Sewer Program, with no specific budget ranges explicitly stated. Contractors must comply with prevailing minimum wage rates determined by the Pennsylvania Department of Labor and Industry and demonstrate capability in public drinking water facility construction. The Vestaburg Waterline Replacement Project, for example, involves installing approximately 2,700 linear feet of 6-inch PVC water main, 950 linear feet of 2-inch Yelomine water main in Phase 3, and additional water main installations in Phase 4, with a 180-day project duration. The procurement appears open to all qualified contractors, with no specific set-aside designations mentioned, and focuses on critical infrastructure replacement and enhancement of municipal water system capabilities.

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Other files

File	Type	Posted
2-204-28 2025-03A,03B Bid Specs.pdf	PDF	Jul 9, 2026
1-204-28 IFB 8-2026 Dwg Set.pdf	PDF	Jul 9, 2026
1-204-17 VESTABURG WATERLINE REPLACEMENT IFB.pdf	PDF	Sep 26, 2025
2-204-17 2025-01A,01B Bid Specs.pdf	PDF	Sep 26, 2025
1-204-27 2025-02A,02B Bid Specs.pdf	PDF	Sep 26, 2025
1-204-10 2025-03 Bid Specs.pdf	PDF	Sep 11, 2025

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Drawing No.

Sheet No.

5173 Campbells Run Road Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN

SERIAL NUMBER FOR THIS PROJECT IS 20250851160.

WASHINGTON COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

TITLE SHEET

EXISTING SITE PLAN

PROPOSED SITE PLAN

WATER STORAGE TANK FOUNDATION PLAN, SECTION & ELEVATION

DETAILS

C1 C2 M1

DT1

DT2

of 14

Order No.

COMPANY: CENTER-WEST JOINT SEWER AUTHORITY

ADDRESS: 102 EAST END ROAD

BROWNSVILLE, PA. 15417

CONTACT: ELIZABETH HOSA

EMAIL: cbsa@zoominternet.net

PHONE: 724-785-5400

COMPANY: TRI COUNTY JOINT MUNICIPAL AUTHORITY

ADDRESS: 26 MONONGAHELA AVE

PO BOX 758

FREDERICKTOWN, PA. 15333

CONTACT: KEITH MARUCCI

EMAIL: manager@tricountypa.org

PHONE: 724-377-2211

COMPANY: PENNSYLVANIA ELECTRIC CO

ADDRESS: 21 S MAIN STREET

AKRON, OH. 44308

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-604-4073

COMPANY: VESTABURG NEW HILL JOINT AUTHORITY

ADDRESS: 301 THIRD STREET

VESTABURG, PA. 15368

CONTACT: DENNIS BEVANS

PHONE: 724-377-1420

TRI COUNTY JOINT

MUNICIPAL AUTHORITY

DESCRIPTIONDWG. NO.SHEET NO.

RELEASED FOR BID

SEPTEMBER 2025

UTILITIES LIST DRAWING LIST

LOCATION MAP

GENERAL/MECHANICAL CONTRACT NO. 2025-02A

ELECTRICAL CONTRACT NO. 2025-02B

RICHEYVILLE TANK REPLACEMENT

204-27

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE

AND 10 WORKING DAYS

IN DESIGN STAGE-STOP CALL

1-800-242-1776

ANIA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

SERIAL NUMBER

20250851160

LEGEND, GENERAL NOTES & PROCESS & INSTRUMENTATION DIAGRAMG2

COMPANY: PEOPLES GAS COMPANY LLC

ADDRESS: 375 N SHORE DR

PITTSBURGH, PA. 15212

CONTACT: TODD COEN

EMAIL: todd.coen@peoples-gas.com

PHONE: 412-258-4415

COMPANY: CENTERVILLE BOROUGH SANITARY AUTHORITY

ADDRESS: 29 RICHEYVILLE ROAD

RICHEYVILLE, PA. 15358

CONTACT: MARK NESTO

EMAIL: nesto1283@gmail.com

PHONE: 724-350-0189

COMPANY: CENTERVILLE BOROUGH WASHINGTON CO

ADDRESS: 100 E END RD

BROWNSVILLE, PA. 15417

CONTACT: MYRON NYPAVER

EMAIL: CENTERVILLEZONING@YAHOO.COM

PHONE: 724-785-9206

COMPANY: COLUMBIA GAS OF PA INC

ADDRESS: 1600 DUBLIN RD

COLUMBUS, OH. 43215

CONTACT: LISA COLLINS

EMAIL: ldugan@nisource.com

PHONE: 614-325-5961

EROSION & SEDIMENT POLLUTION CONTROL NOTES & DETAILS8 of 14 ES-DT1 9 of 14 ES-DT2

EROSION & SEDIMENT POLLUTION CONTROL NOTES & DETAILS

EROSION & SEDIMENT POLLUTION CONTROL NOTES & DETAILSES-DT3

ELECTRICAL SITE PLANE1

WATER STORAGE TANK ELECTRICAL PLAN, SECTION & ELEVATIONE2

WATER STORAGE TANK LIGHTING PANEL & UTILITY SERVICE DETAILSE3

ELECTRICAL LEGEND AND NOTESEDT1

AutoCAD SHX Text S:\Active Clients\204 Tri-County Joint Mun Auth\204-27 Richeyville Tank\Dwg\G204-27-001.dwg 9/23/2025 11:33 AM Plotted By: Jason Antitomas 9/23/2025 11:33 AM Plotted By: Jason Antitomas9/23/2025 11:33 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

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EXISTING UTILITY INFORMATION

VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES AND FACILITIES AS SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE AND ARE BASED ON INFORMATION MADE AVAILABLE TO THE ENGINEER BY THE RESPECTIVE UTILITY COMPANIES. THERE IS NO GUARANTEE OR ASSURANCE BY THE

OWNER OR ENGINEER OF THE ACCURACY, COMPLETENESS OR VALIDITY OF THIS INFORMATION.

THE LIST OF UTILITIES SHOWN ON THE CONTRACT DRAWINGS IS BASED ON INFORMATION OBTAINED

FROM THE PENNSYLVANIA ONE CALL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING AND /OR UPDATING THE LIST AS APPLICABLE.

THE CONTRACTOR SHALL ESTABLISH EXACT LOCATIONS OF ALL UTILITIES AND FACILITIES IN

ACCORDANCE WITH PENNSYLVANIA ACT 287 (1974) AS AMENDED BY ACT 121 (2008)

EXISTING WATER LEVEL NOTES

ALL EDGE OF WATERWAYS AND WATER LEVEL INDICATIONS AND ELEVATIONS OF WATER REFLECT CONDITIONS PRESENT DURING ACTUAL TIME OF TOPOGRAPHIC AND AERIAL SURVEYS MADE AT VARIOUS TIME PERIODS FOR THIS PROJECT. THEY ARE NOT INTENDED TO REFLECT EXACT EXCEPTED CONDTIONS

DURING BIDDING AND/OR CONSTRUCTION PERIODS OF THIS PROJECT.

ALL CONTRACTORS SHALL BE MADE AWARE THAT ALL CREEKS ARE SUBJECT TO WIDE AND RAPID FLUCTUATIONS IN STREAM FLOWS AND ELEVATIONS. ALL CONTRACTORS SHALL TAKE THIS INTO ACCOUNT IN PREPARATION, SCHEDULING AND COMPLETION OF ALL CONSTRUCTION ACTIVITIES.

TOP OF MANHOLE ELEVATIONS

ELEVATIONS SHOWN REFLECTED IN THE PROFILES FOR PROPOSED TOP ELEVATIONS OF MANHOLES

TO BE ADJUSTED AS NEEDED BY OWNERS REPRESENTATIVE.

DATUM NOTE

ALL AREAS OF THIS PROJECT ARE BASED ON NAD83 PENNSYLVANIA STATE PLANES, SOUTH ZONE, US FOOT

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING BUILDING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING HEDGE ROW

EXISTING FENCE LINE

STREET NAMES

EXISTING WATERCOURSE

WATER BAR

SUPER SILT FENCE

FILTER FABRIC FENCE

PROPOSED LIMIT OF DISTURBANCE

EXISTING SANITARY CO

EXISTING STORM INLETS

COMPOST SOCK

INLET FILTER BAG

EXISTING GUIDE RAIL

Street Name

ROCK CONSTRUCTION ENTRANCE

Stream

IFB

CS-12

SS-36

FF-18

ROCK CHECK DAM RCD

EXISTING GAS LINE MARKER

UTILITY SYMBOLOGY

TOPOGRAPHICAL SYMBOLOGY

BOUNDARY AND LINEAR SYMBOLOGY

EXISTING RIGHT OF WAY LINE

PROPOSED SYMBOLOGY

EROSION & SEDIMENTATION

CONTROL SYMBOLOGY

LOD

RCE

PROPOSED BEND FITTINGS

PROPOSED TEE FITTING

PROPOSED VALVE

PROPOSED COUPLING

PROPOSED SANITARY SEWER

PROPOSED REDUCER

FLG. = FLANGE

PE = PLAIN END

M.J. = MECHANICAL JOINT

D.I. = DUCTILE IRON

DIPS = DUCTILE IRON PIPE SIZE

PVC = POLY VINYL CHLORIDE

HDPE = HIGH-DENSITY POLYETHYLENE

CMP=CORRIGATED METAL PIPE

CPP-CORRIGATED PLASTIC PIPE

C.I. = CAST IRON

S.S. = STAINLESS STEEL

DIA. = DIAMETER

ASSY. = ASSEMBLY

CONC. = CONCRETE

= CENTERLINE

El.XXXX.XX = CENTERLINE ELEVATION

EL.XXXX.XX = ELEVATION

INV.EL.= INVERT ELEVATION

FL. EL. = FLOOR ELEVATION

SQ. = SQUARE

NWL. = NORMAL WATER ELEVATION

PWL. = PEAK WATER ELEVATION

GRD. = GROUND

T/C = TOP OF CURB

B/C = BOTTOM OF CURB

ABBREVIATIONS

SOIL BOUNDARY LINE

SOIL IDENTIFICATION SYMBOL Vb

PROPOSED FORCEMAIN

PROPOSED WATER LINE

PROPOSED HYDRANT

PROPOSED CAP

PROPOSED SANITARY FLAG

PROPOSED SANITARY MANHOLE

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED STORM FLAG

PROPOSED STORM MANHOLE

PROPOSED STORM INLETS

PROPOSED SANITARY CO / OBSERVATION PORT

PROPOSED STORM CO

PROPOSED FORCEMAIN

PROPOSED 10' CONTOUR

PROPOSED 2' CONTOUR

PROPOSED PAVING

PROPOSED GAS VALVE

PROPOSED GASLINE

XXX

PROPOSED WATERLINE AIR RELIEF XXX

Order No.

Drawing No.

Sheet No.

C am pb el ls R un R oa d

Pi tts bu rg h, P

Ph on e:

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NOTE:

D at e Is su ed

F or

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B y:

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PLC001

PIT

FIT PLC

PLC001

-0

-2

OVERFLOW EL 1374.00'

GRADE EL 1231.25'

0-100 PSI/

0-230 FT

PLC

CONDENSATE

CEILING

STEEL / HDPE

TRANSITION

FLANGE

HYDRANT

PIPE ELEVATION

RICHEYVILLE ELEVATED TANK

PROCESS & INSTRUMENTATON DIAGRAM

NOT TO SCALE

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15" VCP

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8" VCP

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6" CI

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GLM

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GCB

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4" PL

AutoCAD SHX Text = CENTERLINE El.XXXX.XX = CENTERLINE ELEVATION

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

AutoCAD SHX Text S:\Active Clients\204 Tri-County Joint Mun Auth\204-27 Richeyville Tank\Dwg\G204-27-002.dwg 9/11/2025 1:53 PM Plotted By: Jason Antitomas 9/11/2025 1:53 PM Plotted By: Jason Antitomas9/11/2025 1:53 PM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

AutoCAD SHX Text 8" D.I.

Fire Hall Road

Richeyville Road 50' R/W

Fire Hall Road 33' R/W

Dent Street 30' R/W

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SCALE: 1"=20'

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20' 40'020'

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AutoCAD SHX Text N/F Richeyville Volunteer Fire Company D.B.V. 1039 P.G. 18 Parcel I.D. No. 154-008-01-01-0018

AutoCAD SHX Text N/F Molnar Delphine & Michelle D. Kato Instr#: 201028362 Parcel I.D. No. 154-008-01-03-0019

AutoCAD SHX Text N/F Richeyville VFC Inc. Parcel I.D. No. 154-008-01-03-0014

AutoCAD SHX Text N/F Richeyville VFC Inc. Instr#: 201436495 Parcel I.D. No. 154-008-01-03-0015

AutoCAD SHX Text N/F Gilbert Robin D & Jeffrey D.B.V. 3442 P.G. 672 Parcel I.D. No. 154-008-01-03-0004

AutoCAD SHX Text N/F Waters Kenneth W. Jr. Instr#: 201517461 Parcel I.D. NO. 154-008-01-03-0007

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AutoCAD SHX Text N/F JEFFREY M. & ROBIN D. GILBERT D.B.V. 2250 P.G. 130 PARCEL I.D. NO. 154-008-01-02-0016-00

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AutoCAD SHX Text Bollards

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AutoCAD SHX Text Capped Rebar Set "Sheffler"

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12" IPF

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AutoCAD SHX Text Apparent Encroachment of House onto Richeyville Volunteer Fire Company Lands

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AutoCAD SHX Text Air Relief Mh Top=1221.19

AutoCAD SHX Text 6" Sanitary Forcemain

AutoCAD SHX Text San Mh Top=1211.22 6" Inv.El.=1204.22(In) 8" Inv.El.=1204.12(Out)

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AutoCAD SHX Text N/F Richeyville Volunteer Fire Company D.B.V. 1039 P.G. 18 Parcel I.D. No. 154-008-01-05-0005

AutoCAD SHX Text N/F Tri County Joint Municipal Authority Instr# 2022221639 Parcel I.D. No. 154-008-01-03-0006

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S:\Active Clients\204 Tri-County Joint Mun Auth\204-27 Richeyville Tank\Dwg\C204-27-001.dwg 9/17/2025 7:28 AM Plotted By: Jason Antitomas 9/17/2025 7:28 AM Plotted By: Jason Antitomas9/17/2025 7:28 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

Richeyville Road 50' R/W

Fire Hall Road 33' R/W

Dent Street 30' R/W

2+00

STA. 1+20

1-10"x10"x6" D.I. ANCHOR TEE

1-10" GATE VALVE W/BOX & COVER

STA. 0+00

1-10"x10"x10" D.I.M.J. TEE

1-10" GATE VALVE W/BOX & COVER

2-10"x8" D.I.M.J. REDUCER

2-8" GATE VALVE W/BOX & COVER

10" D.I.

LOD

CFS-1

CFS-8

CFS-7

DoB

R C

DoC

TEMPORARY SOIL

STOCK PILE

ROCK

CONSTRUCTION

ENTRANCE

COMPOST

SOCK

WASHOUT

FACILITY

MAJOR

WATERSHED DIVIDE

DRAINS TO UNNAMED

TRIBUTARY TO NORTH

BRANCH FISHPOT RUN

(CH93-WWF)

DRAINS TO UNNAMED

TRIBUTARY TO PIKE RUN

(CH93-TSF)

CFS-6

CFS-5

CFS-4

S-

CFS-9

CFS-10

CFS-11

CFS-13

CFS-12

STA. 1+39

1-10" 45° D.I.M.J. BEND

INSTALL:

TCJMA STANDARD

AMERICAN DARLING

FIRE HYDRANT ASSEMBLY

CHAIN-LINK FENCE

(BLACK PVC COATED)

SEE KLH STD. DTL. SD-2-085

GRAVEL ACCESS ROAD

SEE KLH STD. DTL. SD-2-149

OVERFLOW CONCRETE

SPLASH PAD

SEE DTL. DWG NO. DT2

CONCRETE DOOR PAD

SEE DTL. DWG NO. DT2

12'

SWING

GATE

4' WIDE STONE RING

SEE DTL. DWG NO. DT2

STA. 2+24

1-10" 90° D.I.M.J. BEND

VEGETATED BUFFER 3-5'

GREEN GIANT ARBORVITAE x52

SEE KLH STD. DTL. SD-2-089

' T

15'

10'

FENCE LINE

18'

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EROSION & SEDIMENTATION NOTES:

1. NO WETLANDS OR WATERCOURSES ARE LOCATED WITHIN THE

PROJECT LIMITS OF DISTURBANCE.

2. ALL DISTURBED PERVIOUS AREAS WILL BE REVEGETATED OR

CONVERTED TO GRAVEL PARKING AS SHOWN ON THE PLANS.

3. ALL COMPOST FILTER SOCKS SHALL BE SIZED IN ACCORDANCE

WITH WORKSHEET 1 ON DWG. NO. ES-DT3.

SITE SOILS:

DoB - DORMONT SILT LOAM, 3-8% SLOPES - HSG-D DoC - DORMONT SILT LOAM, 8-15% SLOPES - HSG-D

AutoCAD SHX Text 1-Story Brick Sided Firehouse

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AutoCAD SHX Text N/F Richeyville Volunteer Fire Company D.B.V. 1039 P.G. 18 Parcel I.D. No. 154-008-01-01-0018

AutoCAD SHX Text N/F Molnar Delphine & Michelle D. Kato Instr#: 201028362 Parcel I.D. No. 154-008-01-03-0019

AutoCAD SHX Text N/F Richeyville VFC Inc. Parcel I.D. No. 154-008-01-03-0014

AutoCAD SHX Text N/F Richeyville VFC Inc. Instr#: 201436495 Parcel I.D. No. 154-008-01-03-0015

AutoCAD SHX Text N/F Gilbert Robin D & Jeffrey D.B.V. 3442 P.G. 672 Parcel I.D. No. 154-008-01-03-0004

AutoCAD SHX Text N/F Waters Kenneth W. Jr. Instr#: 201517461 Parcel I.D. NO. 154-008-01-03-0007

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AutoCAD SHX Text Capped Rebar Set "Sheffler"

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12" IPF

AutoCAD SHX Text Roof Bolt Found

AutoCAD SHX Text Apparent Encroachment of House onto Richeyville Volunteer Fire Company Lands

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AutoCAD SHX Text Air Relief Mh Top=1221.19

AutoCAD SHX Text 6" Sanitary Forcemain

AutoCAD SHX Text San Mh Top=1211.22 6" Inv.El.=1204.22(In) 8" Inv.El.=1204.12(Out)

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 6" Sanitary Forcemain

AutoCAD SHX Text 1 1/2 Sty. Brick Hse#6

AutoCAD SHX Text 1 Sty. Frame Hse#8

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AutoCAD SHX Text Conc.

AutoCAD SHX Text 1" Bent IPF

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12" IPF

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AutoCAD SHX Text Mh Top=1214.88

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AutoCAD SHX Text N/F Richeyville Volunteer Fire Company D.B.V. 1039 P.G. 18 Parcel I.D. No. 154-008-01-05-0005

AutoCAD SHX Text N/F Tri County Joint Municipal Authority Instr# 2022221639 Parcel I.D. No. 154-008-01-03-0006

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S:\Active Clients\204 Tri-County Joint Mun Auth\204-27 Richeyville Tank\Dwg\C204-27-002.dwg 9/26/2025 7:31 AM Plotted By: Jason Antitomas 9/26/2025 7:31 AM Plotted By: Jason Antitomas9/26/2025 7:31 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

CONDENSATE CEILING

(HEIGHT ABOVE FINISHED FLOOR

DETERMINED BY TANK MANUFACTURER)

PRESSURE

TRANSMITTER

DUAL FLOW MAG METER

(FE-001) (5'-6" AFF)

BASE CONE

LADDER

PIPE SLEEVE

EXPANSION JOINT MATERIAL

6" CONCRETE

FLOOR

CONCRETE THRUST BLOCK

TO BE POURED AFTER BASE

ELBOW IS INSTALLED

ANCHOR BOLT

(NUMBER AND SIZE DETERMINED

BY TANK MANUFACTURER)1" CHAMFER

RINGWALL REINFORCEMENT

(SEE FOUNDATION NOTES)

3" C

F O

W.W.R. 6 x 6 - W2.9 x W2.9

FOUNDATION

EL. 1223.33'

(REFER TO

FOUNDATION

NOTE 9).

COMPACTED

PENNDOT 2A

AGGREGATE.

2' -0

2'-0"

(TYP.)

-COMPACTED SUBGRADE-

LEVEL SWITCH W/

SUMP (12" SQ X 6" D)

FLOW SWITCH (FS-001)

FOOTING REINFORCEMENT

(SEE FOUNDATION NOTES)

COMPACTED

PENNDOT 2A

AGGREGATE.

2" CL.

ROUGHENED

CONCRETE JOINT

4' -6

. C

E 1'

-0

8" D

.I.

10" D.I.M.J.

90° BEND

5 KW UNIT HEATER

W/ STEEL SUPPORT

MOUNTED 10' AFF

O F

O N

O P

O F

0' -8

O F

O N

O W

7' -0

P O

H W

-0

PEDESTAL

CONDENSATE CEILING

(HEIGHT ABOVE FINISHED FLOOR

DETERMINED BY TANK MANUFACTURER)

BASE CONE

OVERFLOW OVERFLOW

SPLASH PAD

SEE DTL. DWG NO. DT2

FLAP

VALVE W/

SCREEN

PERSONNEL DOOR

(CERTAIN FEATURES ROTATED

FOR CLARITY)

10" D.I. INLET/

OUTLET PIPE

CONCRETE

FOUNDATION

THRUST

BLOCK

GRADE ELEVATION - 1231.25'

TOP OF FOUNDATION ELEVATION - 1232.00'

OVERFLOW PIPE

30' ± BASE CONE DIAMETER

5 KW UNIT HEATER

W/ STEEL SUPPORT

MOUNTED 10' AFF

0-100 PSI /

0-230 FT

PRESSURE

TRANSMITTER

9'-0"±

CONDENSATE DRAIN

4'-0" X 4'-0" CONCRETE DOOR PAD

SEE DTL. DWG. NO. DT2

LOWER CONE AND UNDERSIDE

OF CONDENSATE CEILING COVERED

WITH SPRAY-ON FOAM

1' -6

DUAL FLOW MAG METER

(FE-001) (5'-6" AFF)

D .I.

LEVEL SWITCH W/

SUMP (12" SQ X 6" D)

FLOW SWITCH (FS-001)

4' -6

E 1'

-0

.(S

F O

SMOOTH TRANSITION SECTION

OVERFLOW

WEIR BOX

LWL ELEVATION - 1339.00'

HWL ELEVATION - 1374.00'

TANK DIAMETER - 52'-0" ±

OVERFLOW PIPE

(SIZED BY TANK

MANUFACTURER)

PIPE ELEVATION

G E

- 3 5'

-0

60" Ø MIN

ACCESS TUBE

LADDER

STEM LADDER

COMPRESSION

COUPLING EXPANSION JOINT

PAINTERS RAIL

PAINTERS HATCH

2" DRAIN

10" HDPE W/INLET/OUTLET

VALVES AS REQUIRED

PLATFORM W/ DRAIN

HOLE AND 30" Ø HATCH

VENT

ROOF HATCH

3' -6

" ROOF HANDRAIL

ACCESS TUBE HATCHTOP OF TANK

ELEVATION - 1382.65'

OVERFLOW CONCRETE

SPLASH PAD

SEE DTL. DWG. NO. DT2

PERSONNEL

DOOR

4'-0" X 4'-0" CONCRETE DOOR PAD

SEE DTL. DWG. NO. DT2

PIPE SLEEVE

10" INLET/OUTLET

THRUST

BLOCK

UNIT

HEATER

ENTRY ALARM

(ZA-001)

SLEEVES FOR

POWER/SIGNAL

RACEWAY

PRESSURE TRANSMITTER (PIT-001)

HEAT TRACE JUNCTION BOXES

TEMPERATURE SENSOR (TA-001)

POWER PANEL

(P2)

FLOW

ELEMENT

(FE-001)

TERMINAL BOX

(TB-001)

FLOW TRANSMITTER (FIT-001)

LEVEL

SWITCH

(LE-001)

ANCHOR BOLT (TYP)

10" D.I. INLET/

OUTLET PIPE

FLOW

SWITCH

(FS-001)

W A

T E

R S

T O

R A

G E

T A

N K

F O

U N

D A

N P

, S E

C T

A T

LHJD

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Drawing No.

Sheet No.

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Pi tts bu rg h, P

Ph on e:

Fa x:

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.c om

K L H

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ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

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C he ck ed B y:

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WATER STORAGE TANK

FOUNDATION PLAN M1-A

SCALE: 3/16" = 1'-0"

WATER STORAGE TANK

FOUNDATION SECTION M1-B

SCALE: 3/16" = 1'-0"

WATER STORAGE TANK

FOUNDATION ELEVATION M1-C

SCALE: 3/16" = 1'-0"

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

PROJECT NOTES, LOCATION MAP & DRAWING CONVENTIONS.

2. MAXIMUM HEIGHT OF TANK FROM FINISHED GRADE TO TOP OF

VENT AND RAILING, SHALL BE 121.25 FEET.

3. CONTRACTOR TO PROVIDE LIGHTNING PROTECTION SYSTEM AND

ASSOCIATED GROUNDING SYSTEM IN ACCORDANCE WITH

SPECIFICATIONS. ACTUAL LOCATION TO BE DETERMINED BY TANK

CONTRACTOR AND SPECIFIED ON SHOP DRAWINGS.

4. TANK DIMENSIONS SHOWN AS APPROXIMATE; ACTUAL DIMENSIONS

BASED ON CONTRACTOR STANDARDS.

1. FOUNDATION CONSTRUCTION SHALL COMPLY WITH

A.C.I. 318-(LATEST EDITION), A.C.I. 301-(LATEST EDITION),

AWWA D100-(LATEST EDITION), AND APPLICABLE SECTIONS OF THE

PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT.

2. FOUNDATION DESIGN WILL BE THE RESPONSIBILITY OF THE TANK

CONTRACTOR.

3. RINGWALL AND FOOTING DIMENSIONS AND CONCRETE

REINFORCEMENT SHALL BE DETERMINED BY THE TANK

CONTRACTOR.

4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 P.S.I. AT 28

DAYS. REINFORCEMENT SHALL CONFORM TO ASTM A615 GR. 60.

5. CONSTRUCTION JOINTS SHALL BE ROUGHENED ACROSS ENTIRE

FACE WITH 1/4'' MINIMUM DEPTH INDENTATIONS.

6. THE TOP OF THE RINGWALL SHALL BE LEVEL WITHIN (±) 1/8'' IN 30'

WITH A MAXIMUM DIFFERENTIAL OF (±) 1/4'' BETWEEN ANY TWO

POINTS ON THE CIRCUMFERENCE.

7. ANCHOR BOLTS SHALL BE PLACED WITHIN 1/8'' OF THE PLAN

DIMENSIONS, PLUMB WITHIN 1/4'' IN 12'' AND EXTEND ABOVE THE

TOP OF FOUNDATION TO WITHIN 1/2'' OF THE SPECIFIED

PROJECTION.

8. PROVIDE 1/2'' THICK EXPANSION JOINT MATERIAL BETWEEN FLOOR

AND WALL AND AT ALL PIPING PENETRATIONS.

9. PROVIDE 6" DIAMETER REINFORCED PENETRATIONS THROUGH BASE

CONE FOR CELL CARRIER COAX, EIGHT FOR T-MOBLE AND NINE

FOR AT&T.

10. PIPE ELEVATION TO BE DETERMINED BY CONTRACTOR TO PROVIDE

COMPLETE MIXING

FOUNDATION NOTES

GENERAL NOTES

SCALE: 3/16" = 1'-0"

024 2 4 6

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S:\Active Clients\204 Tri-County Joint Mun Auth\204-27 Richeyville Tank\Dwg\DT204-27-001.dwg 4/8/2025 6:30 AM Plotted By: Jason Antitomas 4/8/2025 6:30 AM Plotted By: Jason Antitomas4/8/2025 6:30 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

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S:\Active Clients\204 Tri-County Joint Mun Auth\204-27 Richeyville Tank\Dwg\DT204-27-002.dwg 9/26/2025 6:23 AM Plotted By: Jason Antitomas 9/26/2025 6:23 AM Plotted By: Jason Antitomas9/26/2025 6:23 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

WASTE MANAGEMENT

Building Materials and other construction site wastes must be properly managed and disposed of to reduce potential for pollution to surface and ground waters. Proper trash disposal, recycling of materials, proper materials handling, and spill prevention and clean up reduce the potential for construction site wastes to be mobilized by stormwater runoff and conveyed to surface waters.

Under no circumstances should erosion control BMPs be used for temporary storage of demolition materials or construction wastes.

Wherever heavy equipment will be used during construction of the cuts and fills or proposed buildings, a Pollution Prevention Contingency (PPC) Plan shall be available on site.

All applicable federal, state, and local laws and regulations should be followed in the use, handling, and disposal of potentially hazardous materials.

SITE HOUSEKEEPING AND MATERIALS MANAGEMENT

CONCRETE WASHOUT

For any project on which concrete will be poured or otherwise formed on site, a washout facility must be provided for the cleaning of chutes, mixers, and hoppers of the delivery vehicles. Under no circumstances should was water from these vehicles be allowed to enter any surface waters. Make sure that proper signage is provided to drivers so that they are aware of the presence of washout facilities.

Washout facilities should not be placed within 50 feet of storm drains, open ditches, or surface waters. They should be in a convenient location for the trucks, preferably near the place where concrete is being poured, but far enough from other vehicular traffic to minimize the potential for accidental damage or spills.

Wherever possible, they should be located on slopes not exceeding a 2% grade. Additional information on washouts may be obtained from:

http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=browse&Rbutton=detail&bmp=117 .

COMPOST SOCK WASHOUT

A suitable impervious geomembrane should be placed at the location of the washout. Compost socks should be staked in the manner recommended by the manufacturer around perimeter of the geomembrane so as to form a ring with the ends of the sock located at the upslope corner. Care must be taken to ensure continuous contact of the sock with the geomembrane at al locations. Where necessary, socks may be stacked and staked so as to form a triangular cross-section.

PREFABRICATED WASHOUT CONTAINERS

Care should be taken to ensure that the containers are intended by the manufacturer for use as concrete washout BMPs, that they are watertight, and appropriately sized. Accumulated materials should be properly disposed of (preferably recycled) when they reach cleanout level.

SELF-INSTALLED WASHOUT

These should be excavated below grade to prevent runoff and the potential for breaching. They should be sized to handle solids, wash water, and rainfall. A good rule of thumb is that 7 gallons of wash water are required to wash one truck chute and 50 gallons for the hopper of a concrete pump truck.

For larger sites, a below-grade washout should be a minimum of 10 feet wide and provide at least 12 inches of freeboard above the liquid and solid waste anticipated between cleanout intervals. The pit should be lined with plastic sheeting of at least 10-mil thickness (with no holes or tears) to prevent leaching of liquids into the ground.

NOTE:

Sediment basins and sediment traps may not be used a concrete washout devices, since they discharge directly to surface waters. This discharge would have an adverse affect upon the receiving water. In addition, continued use of a basin or trap as a washout facility would significantly reduce the storage capacity of the basin or trap.

MAINTENANCE

All concrete washout facilities should be inspected daily. Damaged or leaking washouts should be deactivated and repaired or replaced immediately.

Accumulated materials should be removed when they reach 75% capacity.

Plastic liners should be replaced with each cleaning of the washout facility.

All building materials and wastes must be removed from the site and recycled or disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code Chapter 260,§§260.1 et seq., 271.1, and 287.1 et. seq. No building materials or wastes or unused building materials shall be burned, buried, dumped, or discharged at the site.

All off-site waste and borrow areas must have an E&S Plan approved by the Local Conservation District or DEP fully implemented prior to being activated.

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.

IMPLEMENTATION OF THE EROSION SEDIMENT POLLUTION CONTROL PLAN

The foregoing procedures and all requirements of the specifications are contractual obligations of the CONTRACTOR performing the actual construction work. Said requirements also apply to any and all subcontractors working on the project. This plan will be implemented throughout the course of construction. The requirements relative to temporary control measures, early permanent restoration and minimizing work areas, are the most important factors affecting construction performance. In view of those circumstances, it is believed that this particular plan, on this particular project, will be implemented throughout the course of work.

USE OF THE EROSION SEDIMENT POLLUTION CONTROL PLAN

As previously stated herein, the "Erosion and Sediment Pollution Control Plan" has been prepared in response to and in accordance with certain rules and regulations promulgated by the Pennsylvania Department of Environmental Protection. The handling of stormwater, the topographic and geological features described, the types and classifications of soils, the staging of earthwork, the temporary and permanent control measures, and the requirements are to be used for the purpose of eliminating, minimizing, and/or controlling pollution of the streams and waterways from materials anticipated to be eroded from the earthwork to be disturbed as a result of construction of the work.

PROJECT DESCRIPTION:

The Malden Tank Replacement project consists of the installation of approx. 780' of 10” ductile iron waterline, including valves and bends, and the construction of an above-ground water storage tank, and site fencing.

GENERAL NOTES:

1. All earth disturbances, including clearing and grubbing as well as cuts and fills shall be done in accordance with the approved E&S plan. A copy of the approved drawings (stamped, signed and dated by the reviewing agency) must be available at the project site at all times. The reviewing agency shall be notified of any changes to the approved plan prior to implementation of those changes. The reviewing agency may require a written submittal of those changes for review and approval at its direction.

2. At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S Plan preparer, and a representative from the Local Conservation District to an on-site preconstruction meeting.

3. At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities.

4. Upon installation or stabilization of all perimeter sediment control BMPs and at least 3 days prior to proceeding with bulk earth disturbance activities, the permittee or co-permittee shall provide notification to the Department or authorized conservation district.

5. All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Deviation from that sequence must be approved in writing from the Local Conservation District or by DEP prior to implementation.

6. Areas to be filled are to be cleared, grubbed, and stripped of topsoil to remove trees, vegetation, roots and other objectable material.

7. 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.

8. 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.

9. Topsoil required for the establishment of vegetation shall be stockpiled at the location(s) shown on the plan map(s) in the amount necessary to complete the finish grading of all exposed areas that are to be stabilized by vegetation. Each stockpile shall be protected in the manner shown on the plan drawings.

Stockpile heights shall not exceed 35 feet. Stockpile slopes shall be 2H:1V or flatter.

10. Immediately upon discovering unforeseen circumstances posing the potential for accelerated erosion and/or sediment pollution, the operator shall implement appropriate BMPs to minimize the potential for erosion and sediment pollution and notify the Local Conservation District and/or the regional office of DEP.

11. 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.

12. All off-site waste and borrow areas must have an E&S Plan approved by the Local Conservation District or DEP fully implemented prior to being activated.

13. 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.

14. All pumping of water from any work area shall be done according to the procedures described in this plan, over undisturbed vegetated areas.

15. 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.

16. A log showing dates that E&S BMPs were inspected as well as any deficiencies found and the date they were corrected shall be maintained on the site and be made available to regulatory agency officials at the time of inspection.

17. Sediment tracked onto any public roadway or sidewalk shall be returned to the construction site by the end of each work day and disposed in the manner described in this plan. In no case shall the sediment be washed, shoveled, or swept into any roadside ditch, storm sewer, or surface water.

18. All sediment removed from BMPs shall be disposed of in the manner described on the plan drawings.

19. Areas which are to be topsoiled shall be scarified to a minimum depth of 3 to 5 inches - 6 to 12 inches on compacted soils - prior to placement of topsoil. Areas to be vegetated shall have a minimum 4 inches of topsoil in place prior to seeding and mulching. Fill outslopes shall have a minimum of 2 inches of topsoil.

20. 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.

21. Earthen fills shall be placed in compacted layers not to exceed 9 inches in thickness.

22. 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.

23. Frozen materials or soft, mucky, or highly compressible materials shall not be incorporated into fills.

24. Fill shall not be placed on saturated or frozen surfaces.

25. Seeps or springs encountered during construction shall be handled in accordance with the standard and specification for subsurface drain or other approved method.

26. 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.

27. 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.

28. Permanent stabilization is defined as a minimum uniform, perennial 70 percent 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.

29. E&S BMPs must remain functional as such until all areas tributary to them are permanently stabilized or until they are replaced by another BMP approved by the Local Conservation District or DEP.

30. Upon completion of all Earth disturbance activates and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the Local Conservation District for an inspection prior to removal/conversion of the E&S BMPs.

31. After final site stabilization has been achieved, temporary E&S 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 should be done only during the germinating season.

32. Upon completion of all Earth disturbance activities and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the Local Conservation District to schedule a final inspection.

33. Failure to correctly install E&S BMPs, failure to prevent sediment-laden runoff from leaving the construction site, or failure to take immediate corrective action to resolve failure of E&S BMPs may result in administrative, civil, and/or criminal penalties being instituted by the Pennsylvania Department of Environmental Protection as defined in Section 602 of the Pennsylvania Clean Streams Law. The Clean Streams Law provides for up to $10,000 per day in civil penalties, up to $10,000 in summary criminal penalties, and up to $25,000 in misdemeanor criminal penalties for each violation.

34. Concrete wash water shall be handled in the manner described on the plan drawings. In no case shall it be allowed to enter any surface waters or groundwater system.

35. 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.

36. 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.

37. Erosion control blanketing shall be installed on all slopes 3H:1V or steeper within 50 feet of a surface water and on all other disturbed areas specified on the plan maps and/or detail sheets.

UTILITY LINE TRENCH EXCAVATION PROCEDURE

General: Exposed trench excavations have high potential for accelerated erosion and sediment pollution. Since these excavations are usually located at lower elevations along or across earth disturbance sites, open trenches serve to concentrate sediment laden runoff and convey it to site boundaries or waterways.

The most important erosion and sediment pollution control consideration for trench construction is the limiting and specific scheduling of work activities.

CONSTRUCTION REQUIREMENTS:

A. Limit advance clearing and grubbing operations to a distance equal to two times the length of pipe installation that can be completed in one day.

B. Work crews and equipment for trenching, placement of pipe, plug construction and backfilling will be self contained and separate from clearing and grubbing and site restoration and stabilization operations.

C. Limit daily trench excavation to the length of pipe placement, plug installation and backfilling that can be completed the same day.

D. Trench plugs shall be installed at the entrance and exit of all sanitary sewer pipe that crosses through a wetland.

E. Water which accumulates in the open trench will be completely removed by pumping as shown by the PUMPED DISCHARGE SEDIMENT TRAP DETAIL before pipe placement and/or backfilling begins.

F. On the day following pipe placement and trench backfilling, the disturbed area will be graded to final contours and appropriate temporary erosion and sediment pollution control measures/facilities will be installed. Seeding and mulching of all disturbed areas will be done at the end of each week.

In certain cases trenches cannot be backfilled until the pipe is hydrostatically tested, or anchors and other permanent features are installed. In these cases, ALL of the requirements listed under CONSTRUCTION REQUIREMENTS will remain in effect with the following exceptions:

EXCEPTIONS:

(1) Daily backfilling of the trench may be delayed for six (6) days. All pressure testing and the complete backfilling of the open trench must be completed by the seventh (7) working day.

(2) If daily backfilling is delayed, the disturbed area will be graded to final contours, appropriate temporary erosion and sediment control measures/facilities will be installed, and the areas seeded and mulched within the next two (2) calendar days.

RECOMMENDATIONS AND REQUIREMENTS FOR THE

RECYCLING AND DISPOSAL OF CONSTRUCTION WASTES

The following procedures shall be taken by the contractor to reduce, minimize, and/or eliminate the generation of wastes during construction:

- The Contractor shall ensure that proper mechanisms are in place to control waste materials.

- Waste materials which are not to be recycled shall be promptly removed from the construction At no time shall wastes be stored/stockpiled on-site or otherwise be permitted to spread to other areas of the site, onto adjacent properties, or into watercourses or wetlands.

- Trash / garbage shall be landfilled or removed via general trash pickup.

- Other construction materials which cannot be recycled shall be removed from the site in accordance with all other laws and regulations of Pennsylvania and the PA Department of Environmental Protection.

- Recycling of waste materials, where feasible, is required.

- Wherever possible, recycling of excess materials is preferred, rather than disposal.

- Recycling is best accomplished when recyclable materials are kept separately from other wastes.

-Every personnel, from the management to the operational level should work for the goal of construction waste management.

Construction wastes anticipated to be encountered on this project include, but are not limited to:

- excess soil materials (bulk grading/topsoil)

- building materials

- aggregates / asphalt

- concrete/brick/masonry

- concrete wash water

- ferrous/non-ferrous metals

- paper/cardboard

- plastic

- timber/plywood/woodchips

- trash / garbage

CONSTRUCTION SEQUENCE - TCJMA - Malden Tank Replacement

STAGE 1 - INITIAL SITE PREPARATION

1. Delineate project boundary limits, disturbance limits and environmentally sensitive areas clearly marking all pertinent features in the field, where applicable.

2. Mobilize equipment to site.

3. Install all Compost Filter Socks #2 - #9 downslope of proposed construction activities, as shown on the plan drawings, prior to initiation of disturbances. All Socks shall be constructed to the diameter specified on Worksheet 1 on plan drawing sheet ES-DT3 and staked in accordance with the detail.

4. Install the Rock Construction Entrance at the location shown on the plans and in accordance with the detail.

5. Install a Compost Sock Washout Facility in accordance with the detail near proposed concrete work or at an approved construction support area. Provide signage directing drivers to the presence and location of the facility.

6. Strip topsoil from areas of anticipated excavation and stockpile at the location shown on the plans. Compost filter socks shall be provided below any soil stockpiles. Provide revegetation for soil piles in accordance with temporary seeding specifications.

STAGE 2 - SITE WORK - Waterline Extension

7. Upon completion of Stage 1 of the construction sequence, begin construction of proposed waterline after BMPs are installed downslope of proposed construction activities and functioning properly within the construction area.

8. Install the waterline beginning at station 0+00 and constructing towards the proposed water storage tank to STA 1+17. Install waterline components including the waterline tee, valves and reducer in accordance with the plans and specifications. Install all thrust blocking in accordance with the details. Install compost filter sock #1 at the toe of slope along Fire Hall Road. All concrete wash water shall be directed to the compost sock washout facility.

Advance trenching shall only be performed for the length of the waterline anticipated to be installed each day. Backfill all excavations per the specifications, compact, and fine grade/pave all disturbed areas to match adjacent ground grades…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 29, 2025.