3939 BIRNEY AVENUE

MOOSIC, PA 18507

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

LOCATION MAP

2026-08-11

RAY

TJM

MES

FOR BID

2024-0968

AS SHOWN

PUMP STATION #1 UPGRADE

FOR

SEWER AUTHORITY OF THE

TOWNSHIP OF PITTSTON

LOCATED IN

PITTSTON TOWNSHIP

LUZERNE COUNTY PENNSYLVANIA

CALL BEFORE YOU DIG!

COVER SHEET

C-1.00

SITE LOCATION MAP

AVOCA, PA

QUADRANGLE

SCALE: 1" = 2,000'

OWNER:

SEWER AUTHORITY OF THE TOWNSHIP OF PITTSTON

421 BROAD STREET

PITTSTON, PA 18640

CONTACT: JIM HASTIE

(570) 655-8747

EMAIL: PTSEWER@COMCAST.NET

ENGINEER:

JHA COMPANIES, INC.

ATTN: MAX E. STONER, PE

3705 TRINDLE ROAD

CAMP HILL, PA 17011

PH: (717) 731-1579

FAX: (717) 731-1348

EMAIL: MSTONER@JHACOMPANIES.COM

PUMP STATION #1 UPGRADE

FOR

SEWER AUTHORITY OF THE TOWNSHIP OF PITTSTON

LOCATED IN

PITTSTON TOWNSHIP

LUZERNE COUNTY, PENNSYLVANIA

AUGUST 2026

DRAWING LIST

DRAWING NUMBER DRAWING TITLE

C-1.00 COVER SHEET

C-1.01 OVERALL EXISTING SITE PLAN

C-1.02 PUMPING STATION SITE PLAN

C-1.03 PLAN SECTIONS AND DETAILS

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

LOCATION MAP

2026-08-11

RAY

TJM

MES

FOR BID

2024-0968

AS SHOWN

PUMP STATION #1 UPGRADE

FOR

SEWER AUTHORITY OF THE

TOWNSHIP OF PITTSTON

LOCATED IN

PITTSTON TOWNSHIP

LUZERNE COUNTY PENNSYLVANIA

CALL BEFORE YOU DIG!

OVERALL EXISTING SITE PLAN

C-1.01

100'50'

GRAPHIC SCALE: 1" =

50'0

50'

NOTES:

1. THIS PLAN IS REPRODUCED FROM THE ORIGINAL RECORD DESIGN DRAWINGS FOR PUMP STATION NO. 1 AND IS

PROVIDED FOR REFERENCE ONLY. FEATURES IDENTIFIED AS “PROPOSED” ON THE ORIGINAL DRAWINGS SHALL BE CONSIDERED EXISTING FOR PURPOSES OF THIS CONTRACT. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, UTILITIES, STRUCTURES, AND EQUIPMENT PRIOR TO COMMENCING THE PROPOSED FACILITY UPGRADES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE RECORD DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO PROCEEDING WITH AFFECTED WORK. REFER TO SHEET 1.03 FOR PLAN VIEWS, SECTIONS, DETAILS, AND CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE PROPOSED

PUMP STATION NO. 1 IMPROVEMENTS.

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

LOCATION MAP

2026-08-11

RAY

TJM

MES

FOR BID

2024-0968

AS SHOWN

PUMP STATION #1 UPGRADE

FOR

SEWER AUTHORITY OF THE

TOWNSHIP OF PITTSTON

LOCATED IN

PITTSTON TOWNSHIP

LUZERNE COUNTY PENNSYLVANIA

CALL BEFORE YOU DIG!

PUMPING STATION SITE PLAN

C-1.0210'

GRAPHIC SCALE: 1" =

10'0 20'

10'

NOTES:

1. THIS PLAN IS REPRODUCED FROM THE ORIGINAL RECORD DESIGN DRAWINGS FOR PUMP STATION NO. 1 AND IS

PROVIDED FOR REFERENCE ONLY. FEATURES IDENTIFIED AS “PROPOSED” ON THE ORIGINAL DRAWINGS SHALL BE CONSIDERED EXISTING FOR PURPOSES OF THIS CONTRACT. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, UTILITIES, STRUCTURES, AND EQUIPMENT PRIOR TO COMMENCING THE PROPOSED FACILITY UPGRADES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE RECORD DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO PROCEEDING WITH AFFECTED WORK. REFER TO SHEET 1.03 FOR PLAN VIEWS, SECTIONS, DETAILS, AND CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE PROPOSED

PUMP STATION NO. 1 IMPROVEMENTS.

REMOVE AND REPLACE PUMP CONTROL

PANEL

TO REMAIN

AT

REMOVE AND REPLACE

AUTOMATIC TRANSFER

SWITCH IN ACCORDANCE

WITH THE CONTRACT

DOCUMENTS AND

SPECIFICATIONS

REMOVE AND REPLACE

DIESEL GENERATOR IN

ACCORDANCE WITH THE

CONTRACT DOCUMENTS

AND SPECIFICATIONS

3939 BIRNEY AVENUE

MOOSIC, PA 18507

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

LOCATION MAP

2026-08-11

RAY

TJM

MES

FOR BID

2024-0968

AS SHOWN

PUMP STATION #1 UPGRADE

FOR

SEWER AUTHORITY OF THE

TOWNSHIP OF PITTSTON

LOCATED IN

PITTSTON TOWNSHIP

LUZERNE COUNTY PENNSYLVANIA

CALL BEFORE YOU DIG!

PLAN SECTIONS AND DETAILS

C-1.03

SCALE: 3/8" = 1'-0"

2'-0"

C FORCE MAIN

ELEV.

L

ALUM. MH.

RUNGS @

1'-0" O.C.CONC. ENCASE

(TYPICAL)

CONC. REACTION BLOCK.

CONSTRUCT TO ALLOW

BOLT REMOVAL FROM

PIPE FLANGES.

1'-0" SQ.. CONC.

PIPE SUPPORT

AT EA. CHECK

VALVE.

6" CRUSHED

AGGREGATE

(TYPICAL)

2" PUMP DISCH.

ALUM. ACCESS DOOR.

EXISTING TO REMAIN

SECTION ALONG CENTER LINE

SERVICE HEAD

4-#2;

2"C.

1/2" DIA. x 8'-0"

LONG COPPER GND.

ROD. (SEE NOTE NO. 2)

#8 GROUND

(SEE NOTE

NO. 2)

4-#2 IN 2"C.

(SEE NOTE NO. 2)

WP, 120V, G.F.I.

DUPLEX RECEPTACLE

100A, 3P, 3 PHASE,

240V; NEMA-3RF DISCONNECT.

FUSED 75A. (SEE NOTE NO. 2)

METER BASE

20"x 20"x 6"

NEMA-3R

JUNCTION BOX

15A, 1P;

NEMA-3R

CIRC. BKR.

EXISTING SERVICE POLE

25'-CLASS 4.5 PC

SET 5'-0"

SUMP

PUMP

CONTROL

FLOATS

NO.1 NO.2

SEWAGE PUMPS

8-#12, 3/4"C.

4-#4, 1 1/2"C.

CONTROL

PANEL

(SEE NOTE

NO. 1)

SEAL FAILURE PANEL

4-#2, 2"C.

(SEE NOTE NO. 2) TELEPHONE, 1"C.

INSTALL UP POLE TO

HEIGHT REQ'D. BY

TELEPHONE COMPANY.

TERMINATED IN AN ``F''

TYPE WEATHERHEAD.

WB-100

3-#12, 1/2"C. S1

SERVICE POLE DETAILS ELECTRICAL RISER DIAGRAM

NO SCALE NO SCALE

WD-100

S1

6"

4"P.V.C. AIR VENT

W/18x14 MESH

INSECT SCREEN TO REMAIN.

4"D.I.P. W/4"

FLAP VALVE

2'-0"

8" GRAVITY INFLUENT

INV. EL.

SEALED DISCHARGE

SLIP FLANGE

36" MIN.

IN

FL

UE

NT

IN

VE

RT

EL

EV

AT

IO

N

PU

M

PI

NG

ST

AT

IO

N

NU

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BE

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PU

M

PI

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ST

AT

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N

IN

SI

DE

D

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M

ET

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AT

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N

HE

IG

HT

BO

TT

OM

O

F W

ET

W

EL

L

EL

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AT

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LO

W

W

AT

ER

LE

VE

L

- A

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PU

M

PS

O

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EL

EV

AT

IO

N

PU

M

P

NU

M

BE

R

ON

EL

EV

AT

IO

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BO

TH

P

UM

PS

ON

EL

EV

AT

IO

N

HI

GH

W

AT

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L

AL

AR

M

FI

NI

SH

ED

G

RA

DE

EL

EV

AT

IO

N

FO

RC

E M

AI

N

C

EL

EV

AT

IO

N

L FO

RC

E M

AI

N

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AM

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LV

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N

`A' `B' `C' `D' `E' `F' `G' `H' `J' `K' `L' `M' 1 4'-0" 9'-9" 1247.50 1248.50 1249.00 1249.50 1250.00 1250.00 1251.25 2" 1250.25

TABLE OF DIMENSIONS AND ELEVATIONS

ELECT. CONDUIT FROM

EQUIPMENT ENCLOSURE

SEE SITE PLAN

1258.00 1257.83

WET WELL

VALVE CHAMBER

5'-0"

EXISTING PORTABLE HOIST &

MOUNTING SLEEVE CAPABLE

OF 360° ROTATION TO REMAIN 24" SQ. ALUM.

ACCESS DOOR

AND FRAME.

EXISTING TO REMAIN

REMOVE AND REPLACE

1-1/2" PUMP GUIDE RAILS

REMOVE AND REPLACE

GRINDER PUMPS

TWO (2) EACH.

EXISTING

REMOVE AND REPLACE AS PER SPECS

REMOVE AND REPLACE

REMOVE

& REPLACE

REMOVE 2-KILLARK EMI15B2G

EXPLOSION PROOF WALL

MOUNT WITH 150 WATT

INCANDESCENT LAMP CLEAR.

PATCH HOLES IN CONCRETE.

L

L

CONDUIT.

FOR LEVEL SENSOR

C HOLE IN SLAB

VENT PIPE

FOR 4" PVC

C HOLE IN SLAB

L

& VALVE CHAMBER

C PUMP STATION

LC VALVE CHAMBER

SCALE: 3/8" = 1'-0"

1'-63 4"

EDGE OF OPNG.

IN TOP SLAB

1'-6"

1'-6"

WET WELL

VALVE CHAMBER4' DIA. PRECAST

CONC. MANHOLE

5' DIA. PRECAST

CONC. MANHOLE

C PUMP STATION

& VALVE CHAMBER

L

0'-31 2"

1'-0"

SEE NOTE NO. 1

EDGE OF OPNG.

IN TOP SLAB.

1'-6"

1'-6"

C HOLE IN SLAB FOR

4" VENT PIPE.

L

1'-2 1/2"

0'-5"

0'-8"

2'-0"

4'-0"x 6'-0"x 1'-0" CONCRETE

PAD WITH WWF REINFORCEMENT

ON 12" CRUSHED STONE.

GE

NE

RA

TO

R

10'-6"

CONTROL PANEL

(REMOVE AND REPLACE)

NOTES:

1. G.C. TO REMOVE AND REPLACE EXISTING SEWAGE

PUMPS, BRACKETS, SUPPORTS, GUIDE RAILS,

CONTROLS, PANEL AND LEVEL FLOATS AND

PROBES.

2. G.C. TO CLEAN AND COAT INSIDE OF WET WELL

WITH CONCRETE AMERLOCK/SIGMA COVER BY

PPG OR APPROVED EQUAL.

3. G.C. SHALL PROVIDE AND INSTALL HALLIDAY

PRODUCTS SERIES X RETRO-GRATE™ FALL

PROTECTION SAFETY GRATING, OR APPROVED

EQUAL, AT THE EXISTING WET WELL ACCESS

HATCH. CONTRACTOR SHALL FIELD VERIFY

EXISTING HATCH DIMENSIONS PRIOR TO

FABRICATION AND INSTALLATION. SAFETY

GRATING SHALL BE COMPATIBLE WITH THE

EXISTING HATCH AND INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S WRITTEN

INSTRUCTIONS.

4. G.C. SHALL COORDINATE ALL MODIFICATIONS AND

RETROFITTING OF THE EXISTING ELECTRICAL

SERVICE AS REQUIRED FOR THE PROPOSED PUMP

STATION IMPROVEMENTS.

5. G.C. SHALL PROVIDE, OPERATE, AND MAINTAIN

TEMPORARY BYPASS PUMPING AS REQUIRED TO

MAINTAIN CONTINUOUS SANITARY SEWER

SERVICE DURING PUMP STATION IMPROVEMENTS.

TEMPORARY BYPASS DISCHARGE SHALL BE

CONVEYED TO EXISTING SANITARY SEWER

MANHOLE NO. 548. SEE SHEET C-1.01 FOR

LOCATION. CONTRACTOR SHALL PROVIDE ALL

PUMPS, PIPING, HOSES, FITTINGS, CONTROLS, AND

APPURTENANCES REQUIRED FOR A COMPLETE

AND OPERATIONAL BYPASS SYSTEM. BYPASS

PUMPING SHALL BE COORDINATED WITH THE

OWNER AND SHALL PREVENT SANITARY SEWER

OVERFLOWS AT ALL TIMES.

6. G.C. TO SUPPLY AND INSTALL A NEW EMERGENCY

GENERATOR ON A NEW EXTENDED CONCRETE

PAD.

7. G.C. TO REMOVE AND REPLACE EXISTING

AUTOMATIC TRANSFER SWITCH WITH NEW

AUTOMATIC TRANSFER SWITCH.

8. G.C. TO CONSTRUCT EXTENSION TO EXISTING

GENERATOR PAD.

9. G.C. SHALL PROVIDE AND INSTALL NEW OMNISITE

XR50 TELEMETRY SYSTEM COMPLETE WITH WET

WELL LEVEL INSTRUMENTATION, ALARM DEVICES,

COMMUNICATION EQUIPMENT, ASSOCIATED

WIRING, AND ALL APPURTENANCES REQUIRED FOR

A COMPLETE AND OPERATIONAL SYSTEM.

COORDINATE PROGRAMMING AND STARTUP WITH

OWNER.

10. G.C. SHALL REMOVE EXISTING PIPING AND VALVES

IN VALVE VAULT. PROVIDE AND INSTALL VALVES,

PIPE, FITTINGS, AND APPURTENANCES AS

SPECIFIED. CLEAN INTERIOR OF VALVE VAULT AND

PROVIDE PIPE SUPPORTS AS REQUIRED.

REMOVE AND REPLACE BOTH LINES.

1. NEW DRAIN LINES - SDR-35 PVC PIPE FROM VALVE CHAMBER TO

WET WELL INTERIOR.

2. NEW FORCE MAIN SCHEDULE 80 PIPE FROM PUMP DISCHARGE

HEADER THROUGH VALVE CHAMBER.

3. NO CONCRETE ENCASEMENT REQUIRED.

EXTEND EXISTING 4'-0" × 6'-0" CONCRETE PAD

1'-6" TO PROVIDE 4'-0" × 7'-6" FINISHED PAD.

PROVIDE 12" THICK, 4,000 PSI CONCRETE OVER

12" STONE BASE TO MATCH EXISTING PAD.

PROVIDE #4 REINFORCING BARS AT 12" MAX.

O.C. EACH WAY. DOWEL NEW PAD EXTENSION

INTO EXISTING CONCRETE. PROVIDE 3/4"

CHAMFER ALONG EXPOSED TOP EDGES. VERIFY

GENERATOR DIMENSIONS WITH APPROVED

EQUIPMENT SUBMITTAL PRIOR TO

CONSTRUCTION.

REMOVE AND REPLACE

WA-150 ``BENJAMIN''

1SL-070-120 LAMP TYPE -

LU70, 120 VOLT. COMPLETE

W/INTEGRAL PHOTOCELL.

WITH LED AREA LIGHT –

120V, 40–50W, 4,000–6,000

LUMENS, 4000K, POLE/ARM

MOUNTED, COMPLETE WITH

INTEGRAL PHOTOCELL AND

MOUNTING HARDWARE

REMOVE AND REPLACE

S.S. LIFTING CHAIN

WINCH ASSEMBLY. MODEL 9072

BY HYDR-O-MATIC TO REMAIN

SCALE: 3/8" = 1'-0"

L

& VALVE CHAMBER

C PUMP STATION

OUTLINE OF OPNG.

IN SLAB ABOVE

(TYPICAL)

0'-9 1/2"

0'-9 1/2"

C PUMPL

0'-8" C PUMPSL

C VALVE CHAMBERL

10'-6"

CONC. MANHOLE

I.D. PRECAST

WET WELL

CONC. MANHOLE

5'-0" I.D. PRECAST

VALVE CHAMBER

FORCE MAIN.*

* FOR CONTINUATION

SEE ``SITE PLAN''.

WB-100

WB-100-``BENJAMIN''

11W-150-P, LAMP TYPE

100A-19, 120 VOLT

SEWAGE PUMPS

TWO (2) REQ'D.

CAP'Y.:

MOTOR: 5 HP., 1750 RPM.,

230/240V, 3PH., 60 Hz.

MFR.: HYDR-O-MATIC

MODEL: HPGF SERIES

8" GRAVITY INFLUENT SEWER(S)

(SEE NOTE * ON SECTION ALONG

CENTER LINE, THIS SHEET)

FLEXIBLE

COUPLING

30 GPM @ 54 FT. T.D.H.

2" BALL VALVE (TYP.)

REMOVE AND REPLACE BOTH VALVES

4"D.I.P.

DRAIN LINE

REMOVE AND

REPLACE

2" CHECK VALVE (TYP.)

REMOVE AND REPLACE

BOTH VALVES

TO BE REMOVED

AND CONCRETE

HOLE PATCHED

REMOVE AND REPLACE

EXISTING 2"GALV.

STEEL FORCE MAIN

PROCESSING PIPING

AND FITTINGS WITH 2"

SCH. 80 PVC

INSTALL HALLIDAY

PRODUCTS SERIES X

RETRO-GRATE FALL

PROTECTION SAFETY

GRATING OR APPROVED

EQUAL