1-204-28 IFB 8-2026 Dwg Set.pdf

Drawing No.

Sheet No.

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 20261764483.

WASHINGTON COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

COMPANY: VERIZON PENNSYLVANIA LLC

ADDRESS: 1050 VIRGINIA DR

FORT WASHINGTON, PA. 19034

CONTACT: DIANE REDILLA

EMAIL: diane.c.redilla@verizon.com

PHONE: 215-591-6210

COMPANY: CALIFORNIA BOROUGH OF

ADDRESS: 225 THIRD ST

CALIFORNIA, PA. 15419

CONTACT: MARK MCCUNE

EMAIL: mmccune@californiapa.gov

PHONE: 724-938-8644

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

PHONE: CONTACT:JEFF TARLEY

EMAIL: foreman@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

PROJECT LOCATION

G1 Copyright © 2026 KLH Engineers, Inc., All Rights Reserved Worldwide.

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. of 18

Order No.

TRI COUNTY JOINT

MUNICIPAL AUTHORITY

DESCRIPTIONDWG. NO.SHEET NO.

UTILITIES LIST

DRAWING LIST

LOCATION MAP

CONTRACT NO. 2025-03A GENERAL/MECHANICAL

CONTRACT NO. 2025-03B ELECTRICAL

MALDEN TANK REPLACEMENT

204-28

N

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

PE

NN

SY

LV

ANIA ONE CALL SYSTEM

, INC

STOP -CALL BEFORE YOU

D

IG

SERIAL NUMBER

20261764483

TITLE SHEET

EXISTING SITE PLAN

PROPOSED SITE PLAN

WATER STORAGE TANK FOUNDATION PLAN, SECTION & ELEVATION

DETAILS

DETAILS

G1

C1 C2 M1

DT1

DT2

LEGEND, GENERAL NOTES & PROCESS & INSTRUMENTATION DIAGRAMG2

M2

VALVE VAULT PLANS & SECTIONS

EROSION & SEDIMENT POLLUTION CONTROL NOTES & DETAILSESDT1

ESDT2

ESDT3

11 of 18 EROSION & SEDIMENT POLLUTION CONTROL NOTES & DETAILS

EROSION & SEDIMENT POLLUTION CONTROL NOTES & DETAILS

WATER STORAGE TANK FOUNDATION PLAN, SECTION & ELEVATION (ALTERNATE)M3

RELEASED FOR BID

AUGUST 2026

EC1 ELECTRICAL SITE PLAN13 of 18 E1 WATER STORAGE TANK ELECTRICAL ELEVATION & PLANS14 of 18 E2 WATER STORAGE TANK ELECTRICAL SCHEDULE & DETAILS15 of 18 E3 WATER STORAGE TANK ELECTRICAL ELEVATION & PLANS (ALTERNATE)16 of 18 E4

WATER STORAGE TANK ELECTRICAL DETAILS (ALTERNATE)

E5

WATER STORAGE TANK ELECTRICAL SCHEDULES (ALTERNATE)

5313 Campbells Run Road, Suite 100 Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

AutoCAD SHX Text S:\Active Clients\204 Tri-County Joint Mun Auth\204-28 Malden Tank\Dwg\G204-28-001.dwg 7/8/2026 10:05 AM Plotted By: Jason Antitomas 7/8/2026 10:05 AM Plotted By: Jason Antitomas7/8/2026 10:05 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

WB

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

XXX

PROPOSED WATERLINE AIR RELIEF XXX

Order No.

Drawing No.

Sheet No.

of 18Copyright © 2026 KLH Engineers, Inc., All Rights Reserved Worldwide

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

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MALDEN ELEVATED TANK

PROCESS & INSTRUMENTATON DIAGRAM

NOT TO SCALE

PLC001

PIT

FE

FIT PLC

0-100 PSI/

0-230 FT

HYDRANT

N.

C.

M

FM

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-2

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GRADE EL. 1272.90

(S

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NK

M

AN

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AC

TU

RE

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HWL EL.1374.00

FS PLC

AutoCAD SHX Text w

AutoCAD SHX Text (Type Surface)

AutoCAD SHX Text

2 Sty Brick Hse #555

AutoCAD SHX Text

15" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

6" CI

AutoCAD SHX Text

FH

AutoCAD SHX Text

CB

AutoCAD SHX Text

WV

AutoCAD SHX Text

WM

AutoCAD SHX Text

GLM

AutoCAD SHX Text

GM

AutoCAD SHX Text

GCB

AutoCAD SHX Text

GV

AutoCAD SHX Text

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\204-28 Malden Tank\Dwg\G204-28-002.dwg 7/8/2026 10:04 AM Plotted By: Jason Antitomas 7/8/2026 10:04 AM Plotted By: Jason Antitomas7/8/2026 10:04 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

AutoCAD SHX Text Malden Road (S.R.-2073)

AutoCAD SHX Text 12" D.I.

12" D.I.

Malden Road (S.R.-2073)

C1

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EXISTING SITE PLAN

SCALE: 1"=30'

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

of 18Copyright © 2026 KLH Engineers, Inc., All Rights Reserved Worldwide

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

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SCALE: 1"=30'

30' 60'030'

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text 12" D.I.

AutoCAD SHX Text Double Yellow Paint Lines

AutoCAD SHX Text White Paint Line

AutoCAD SHX Text Asphalt Wedge Curb

AutoCAD SHX Text Double Yellow Paint Lines

AutoCAD SHX Text White Paint Line

AutoCAD SHX Text Asphalt Wedge Curb

AutoCAD SHX Text White Paint Line

AutoCAD SHX Text Asphalt Wedge Curb

(Asphalt Surface)

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" STL

AutoCAD SHX Text N/F Bruce C. Gaskey Instr. No. 201704850 Parcel I.D. No. 080-050-00-00-0010-00

AutoCAD SHX Text N/F Thomas N. Monroe & J.S. Connie Instr. No. 200717645 Parcel I.D. No. 080-050-00-00-0006-01

AutoCAD SHX Text N/F Lands of Student Association, Inc. Student Association, Inc. Instr. No. 201314918 Parcel I.D. No. 080-050-00-00-0006-00

AutoCAD SHX Text 42" Oak

AutoCAD SHX Text 42" Oak

AutoCAD SHX Text 20' Access Easement

AutoCAD SHX Text Locust Post (FND)

AutoCAD SHX Text 2" Iron Pipe (FND)

AutoCAD SHX Text Split Rail Fence

AutoCAD SHX Text 7+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text Strm Pipe Inlet 18" Inv.El.=1164.26(In)

AutoCAD SHX Text Strm Pipe Outlet 24" Inv.El.=1188.80(Out)

AutoCAD SHX Text Strm Pipe Outlet 18" Inv.El.=1155.48(Out)

AutoCAD SHX Text Strm Inlet Top=1096.69 18" Inv.El.=1194.03(In) 24" Inv.El.=1193.44(Out)

AutoCAD SHX Text Strm Inlet Top=1199.8518" 18" Inv.El.=1196.53(Out)

AutoCAD SHX Text

24" CPP

AutoCAD SHX Text Drains to UNT to PIKE RUN (Ch 93 TSF)

AutoCAD SHX Text Grass

AutoCAD SHX Text Grass

AutoCAD SHX Text Locust Post (FND)

AutoCAD SHX Text Split Rail Fence

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

S:\Active Clients\204 Tri-County Joint Mun Auth\204-28 Malden Tank\Dwg\C204-28-001.dwg 7/8/2026 10:02 AM Plotted By: Jason Antitomas 7/8/2026 10:02 AM Plotted By: Jason Antitomas7/8/2026 10:02 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

LOD

COMPOST SOCK CFS#X

LIMIT OF DISTURBANCE

LEGEND

0+00 1+00

47 L.F. OF 15"STEEL CASING PIPE

SEGMENT 20 OFFSET 908

10" C900

ST

A.

1+

1-

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AT

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LV

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CO

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MINIMUM OF 4' OF COVER TO THE

TOP OF PIPE

WATERLINE

NOTE:

WATERLINE BY-OTHERS

TO STA 6+91

0+00 1+00 1+11

TO

P=

.0 7±

"I

NV

.E

L.

=1

5.

(I

N)

SE

70.18' C TO C

12" Corrugated HDPE Pipe

@ 1.99%

TO

P=

.5 4±

"I

NV

.E

L.

=1

2.

(I

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SE

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L.

=1

7.

(O

UT

29.50' C TO C

12" Corrugated HDPE Pipe

@ 1.69%

TO

P=

.5 0±

"I

NV

.E

L.

=1

2.

(O

UT

INLET

#1

AP

PR

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L O

CA

TI

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W

AT

ER

LI

NE

C

RO

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IN

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#2

INLET

#3

DO

G

HO

US

E M

AN

HO

LE

W

/ S

LO

TT

ED

L

ID

FIRE HYDRANT

STA. 0+00

1-12"x10" TEE

1-10" GATE VALVE W/BOX & COVER

2-12" GATE VALVE W/BOX & COVER

" D

.I.

10" C900

10" C900

10" D.I.

" D

.I.

VALVE VAULT/METER PIT

SEE DTL. DWG. ON DWG. NO. M1

STA. 1+17

1-10" 45°D.I.M.J. BEND

STA. 1+79

1-10" 11.25° D.I.M.J. BEND

STA. 6+91

1-10" 45°D.I.M.J. BEND

STA. 7+06

1-10" 45°D.I.M.J. BEND

APPROXIMATE LIMIT OF

CONTRACT WATERLINE

WORK

MALDEN TANK

500,000 GALLONS (50'Ø)

HWL EL. 1374.00'

GRADE EL. 1272.90'

Malden Road (S.R.-2073)

B-4

B-1

B-2 B-3

" H

DP

E

" H

DPE

CFS #8

CF

S

#7

CF

S

#6

CF

S

#9

CFS#1

CFS#2

CFS#3

CFS#4

RCE

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

D

LO

D

CF

S

#1

TOPSOIL STOCKPILE

TOPSOIL

STOCKPILE

TRENCH PLUG

TRENCH PLUG

TRENCH PLUG

CFS#11

PROPOSED DRAINAGE

CHANNEL

LIMITS OF GRAVEL DRIVE WITH

TRUEGRID PAVERS, OR EQUAL

8.0'

INLET

#1

INLET

#2

INLET

#3

STA. 1+63

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

2-10" GATE VALVE W/BOX & COVER

1-6" GATE VALVE W/BOX & COVER

CONCRETE WASHOUT

4" PERFORATED UNDERDRAIN4" PERFORATED UNDERDRAIN

4" PERFORATED UNDERDRAIN

4" PERFORATED UNDERDRAIN

LIMITS OF GRAVEL DRIVE

WITH TRUEGRID PAVERS,

OR EQUAL

GRAVEL DRIVE SEE KLH

STD. DTL. SD-2-149

GRAVEL DRIVE

SEE KLH STD. DTL. SD-2-149

12"

SWING

GATE

SITE CHAIN-LINK FENCE

(BLACK PVC COATED)

SEE KLH STD. DTL. SD-2-085

47 L.F. STEEL CASING PIPE

SEGMENT 20

OFFSET 908

REMOVE AND REPLACE

VEHICLE GATE - DOUBLE LEAF

HEAVY DUTY MANUAL SWING GATE

W/ CATCH POST FOR OPEN POS.

CORRUG.

CO

RR

UG

" C

C2

P R

O P

O S

E D

S

IT

E P

LA

N

N

WATER LINE GENERAL NOTES :

1. ALL FITTINGS SHALL HAVE RESTRAINED JOINTS INSTALLED AND SHALL HAVE CONCRETE BLOCKING AS REQUIRED IN ACCORDANCE WITH KLH DTL. SD-2-045.

2. CONTRACTOR IS TO PROVIDE ALL NECESSARY HORIZONTAL & VERTICAL FITTINGS, COUPLINGS, ADAPTORS & APPURTENANCES FOR NEW WATER LINE.

3. WHERE PIPE DEFLECTION IS GREATER THAN 3°, CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED BENDS.

4. STATIONING SHOWN ON THE CONSTRUCTION DRAWINGS ARE LEVEL MEASURES FOR LAYOUT PURPOSES ONLY AND DO NOT REPRESENT PROJECT QUANTITIES.

5. MAINTAIN A MINIMUM OF 4'-0" COVER OVER NEW WATER LINE.

6. UPON COMPLETION OF NEW WATER LINE INSTALLATION CLOSE ALL EXISTING VALVES, REMOVE EXISTING BOX AND COVER AND RESTORE ASPHALT SURFACE.

R

LH

R

LH

LD

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JD

A

PROPOSED SITE PLAN

SCALE: 1"=30'

DISTURBED AREA: .85 ACRES

EROSION AND SEDIMENTATION CONTROL PLAN NOTES:

1. ALL COMPOST FILTER SOCKS SHALL BE 12” MINIMUM DIAMETER AND INSTALLED AT

LEVEL GRADE IN ACCORDANCE WITH THE DETAILS AT THE GENERAL LOCATIONS

AS DEPICTED ON THE EROSION AND SEDIMENT CONTROL PLANS. SOME FIELD

VARIATION FROM THE PLAN DRAWINGS MAY BE REQUIRED TO FACILITATE PROPER

COMPOST FILTER SOCK PLACEMENT.

2. PROVIDE EROSION CONTROL BLANKETS FOR ALL SLOPES 3:1 OR GREATER AND

WITHIN 50' OF ALL WATERWAYS AND WETLANDS. TURF REINFORCEMENT MATS

SHALL BE P300 OR EQUAL. SEE ATTACHED DATA SHEET.

3. ALL PERVIOUS AREAS TO BE RE-VEGETATED IN ACCORDANCE WITH THE SEEDING

SPECIFICATIONS.

4. PROVIDE COMPOST FILTER SOCKS BELOW SOIL STOCKPILES, WORK AREAS, AND

WHERE DEPICTED ON PLAN DRAWINGS IN ACCORDANCE WITH THE DETAILS.

5. PERFORATED UNDERDRAIN TO DAYLIGHT INTO PROPOSED DRAINAGE CHANNEL.

60'30' 30'0

SCALE 1"=30'

PROFILE

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

of 18Copyright © 2026 KLH Engineers, Inc., All Rights Reserved Worldwide

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

204-28

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D ra w n

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STORM PROFILE

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

HORIZONTAL SCALE: 1"=30

30' 60030'

10' 0 10'

VERTICAL SCALE: 1"=10'

U.E (DUCT BANK ONLY)

BY-OTHERS

WATERLINE

BY-OTHERS

AutoCAD SHX Text Legal Right of Way

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AutoCAD SHX Text 18" Inv.El.=1162.96

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AutoCAD SHX Text Asphalt Wedge Curb

(Asphalt Surface)

AutoCAD SHX Text

18" STL

AutoCAD SHX Text N/F Bruce C. Gaskey Instr. No. 201704850 Parcel I.D. No. 080-050-00-00-0010-00

AutoCAD SHX Text N/F Thomas N. Monroe & J.S. Connie Instr. No. 200717645 Parcel I.D. No. 080-050-00-00-0006-01

AutoCAD SHX Text N/F Lands of Student Association, Inc. Student Association, Inc. Instr. No. 201314918 Parcel I.D. No. 080-050-00-00-0006-00

AutoCAD SHX Text 42" Oak

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AutoCAD SHX Text Strm Pipe Inlet 18" Inv.El.=1164.26(In)

AutoCAD SHX Text Strm Pipe Outlet 24" Inv.El.=1188.80(Out)

AutoCAD SHX Text Strm Pipe Outlet 18" Inv.El.=1155.48(Out)

AutoCAD SHX Text Drains to UNT to PIKE RUN (Ch 93 TSF)

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50.00' Legal Right of Way

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AutoCAD SHX Text N/F Thomas N. Monroe & J.S. Connie Instr. No. 200717645 Parcel I.D. No. 080-050-00-00-0006-01

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6' -0

12'-0"

PRECAST CONCRETE VAULT

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PRECAST CONCRETE

VAULT48"x72" HATCHWAY

SHOWN REFLECTED

EL.1266.00

10" D.I.

INSTALL LINK SEAL STAINLESS

STEEL HARDWARE AND GROUT

EACH FACE TO INSURE A

WATER TIGHT SEAL (TYP.)

10" D.I.

10" D.I.M.J.

90° BEND

10" D.I.M.J.

90° BEND

10" GATE VALVE

(TYP. OF 4)

10"x10"x10" D.I. TEE

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10" FLOW METER

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SPOT FOR PORTABLE

PUMP IF NEEDED

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10" D.I.

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48"x72" BILLCO H20 RATED

LOCKABLE ALUMINUM HATCHWAY

GRAVEL DRIVEWAY

SEE KLH STD. DTL. SD-2-149

PRECAST CONCRETE

VAULT

INSTALL LINK SEAL STAINLESS

STEEL HARDWARE AND GROUT

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WATER TIGHT SEAL (TYP.) 10" FLOW METER

10"x10"x10" D.I. TEE

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PIPE SUPPORT (TYP.)

SIZE,TYPE & LOCATION

BY CONTRACTOR

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LOCKABLE ALUMINUM HATCHWAY

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GRAVEL DRIVEWAY

SEE KLH STD. DTL. SD-2-149

ACCESS LADDER W/ SAFETY

CLIMBING SYSTEM

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HWL ELEVATION - 1374.00

LWL ELEVATION - 1335.57

OVERFLOW

PIPE

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COLUMN

TOWER LADDER

W/SAFETY DEVICE

INLET/OUTLET

PIPE

RISER

MANWAY

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WINDAGE

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SHELL LADDER

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ROOF LADDER

W/SAFETY DEVICE

180°

90°

0°

270°

ROOF VENT

MALDEN TANK

500,000 GALLONS (50' Ø)

HWL EL. 1374.00

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COLUMNS (TYP.)

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2' -0

GRADE ELEVATION - 1272.90

'-1

3 8

T/O FOUNDATION

ELEVATION - 1326.53

6' -1

'-1 05 8

ELEVATION - 1375.50

FOUNDATION

(NOMINAL)

1273.40

PEDESTAL LADDER STAINLESS STEEL

- STRAIGHT RUN W/ TS ALUMINUM

SAFETY RAIL

(FINISH GRADE) 1272.90

EXTERIOR PLATFORM

ACCESS DOOR

BALCONY

HANDRAIL

TANK

LADDER W/

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SUPPORT

BRACKETS TO

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MANUFACTURER

(HWL / OVERFLOW) 1374.00

(LWL) - 1332.72

℄ - TANK

10" OVERFLOW

GLASS FUSED

TO STEEL

BOLTED TANK

(GFST-BT)

30" MANHOLE

TANK FLOOR

PEDESTAL

WALL

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OUTLET RISER

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OVERFLOW

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INTERIOR / EXTERIOR LANDING ELEVATION 1316.32

'-3

3 8

44'-9"

ROOF VENT & ROOF MANWAY

℄ - Tank

- T an k

Slope

0.

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270.00°

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10" INLET / OUTLET RISER

10" WATERMAIN

10'-0" W x 12'-0" H

OVERHEAD DOOR

OPENING BUTTRESS

(TYP.)

3'-0" W x 7'-0" H

SINGLE DOOR

10" OVERFLOW RISER W/

CONCRETE SUPPORT

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PEDESTAL WALL

ACCESS LADDER

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3'-0" WIDE X 4'-0" LONG

6"

3"

4"

CONCRETE SPLASH PAD DETAIL

NOT TO SCALE

COMPACTED SUBGRADE

6" PENNDOT 2A

COARSE AGGREGATE

#4 @ 12" O.C.

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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.

TRENCHING ACTIVITIES NOTE

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 #1 - #11 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. 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 in accordance with the Specifications. Provide seeding and mulching immediately for all disturbances within lawn areas associated with trenching activities in accordance with the Temporary Seeding Specifications and details. (See TRENCHING ACTIVITIES

NOTE)

9. Install the waterline to approx. STA 1+63 into the asphalt road. 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. The waterline shall be backfilled immediately in accordance with the details for restoration. (See

TRENCHING ACTIVITIES NOTE)

10. Install the waterline to approx. STA 1+79. Provide temporary restoration in accordance with the details and specifications. Backfill completed waterline trench to this point and stabilize with seed and mulch in accordance with the temporary stabilization specifications. (See TRENCHING ACTIVITIES NOTE)

11. Install the waterline to approx. STA 6+91. Provide temporary restoration in accordance with the details and specifications. Backfill completed waterline trench to this point and stabilize with seed and mulch in accordance with the temporary stabilization specifications. (See TRENCHING ACTIVITIES NOTE)

12. Install the waterline to approx. STA 7+06. Provide temporary restoration in accordance with the details and specifications. Backfill completed waterline trench to this point and stabilize with seed and mulch in accordance with the temporary stabilization specifications. (See TRENCHING ACTIVITIES NOTE)

13. Install the meter pit to approx. STA 7+31. Provide temporary restoration in accordance with the details and…