2-MRRSA Con. 72 (Plan Set).pdf

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

JRB

RPC

PUMP STATION

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2026 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

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1450 ROUTE 34

WALL, NJ 07753

PHONE: (732) 363-5850

SIGNATURE DATE

RICHARD P. CRANE, P.E., BCEE

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE04042600

2/18/2026

SHEET OF

MANASQUAN RIVER REGIONAL SEWERAGE AUTHORITY

CONTRACT 72: SLIDE GATE REPLACEMENT PROJECT AT

UPPER MANASQUAN PUMP STATION

FARMINGDALE BOROUGH, MONMOUTH COUNTY, NEW JERSEY

MARCH 2026

G-001

COVER SHEET AND

SHEET INDEX

jbaldauf Image

UPPER

MANASQUAN

PUMP

STATION WET WELL/INFLUENT

CHANNEL ACCESS

APPROXIMATE LOCATION OF

EXISTING CONCRETE PAD.

SEE PHOTO A ON THIS SHEET

PROPOSED CONTRACTOR

LAY DOWN AREA

ROAD MUST BE CLEAR

FOR ACCESS AT THE END

OF EACH DAY

PROPOSED CONTRACTOR

LAY DOWN AREA

LEGEND

- AREA OF WORK

BYPASS PUMP SYSTEM

SUCTION MANHOLE.

MAXIMUM WATER

SURFACE EL. 64.0

RIM EL. 77.49

INV. EL. 48.00

FURNISH, INSTALL, AND

REMOVE 42"Ø PIPE PLUG IN

PUMP STATION INFLUENT

LINE FOR BYPASS PUMPING

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

JRB

RPC

PUMP STATION

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2026 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

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1450 ROUTE 34

WALL, NJ 07753

PHONE: (732) 363-5850

SIGNATURE DATE

RICHARD P. CRANE, P.E., BCEE

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE04042600

2/18/2026

SHEET OF2

C-001

EXISTING SITE PLANEXISTING SITE PLAN

1/32" = 1'-0"

CONTRACTOR MAY USE

EXISTING CONCRETE PAD

AS LAY DOWN AREA

ROAD MUST BE CLEARED

FOR ACCESS AT THE END

OF EACH DAY

PHOTO A

NOT TO SCALE

PHOTO B

NOT TO SCALEWET WELL ACCESS HATCH

REMOVE EXISTING SLIDE GATES (SEE

"SLIDE GATE DETAIL" ON THIS SHEET)

EXISTING 8" SURGE

RELIEF VALVE

DISCHARGE, ℄ EL. 56.33

(TO REMAIN)

42" GRAVITY SEWER

FROM MANHOLE M-1,

INV EL. 49.00. SEE SITE

PLAN ON SHEET C-001

REMOVE EXISTING 4" MUD VALVE,

ACTUATOR, AND WALL SUPPORT

BRACKET. CLOSE AND SEAL OFF MUD

VALVE FLANGED PIPE CONNECTION

WITH FRP BLIND FLANGE AND GASKET.

SEE PHOTO E ON SHEET D-002

D-001

D-001

REMOVE EXISTING SLIDE

GATES (SEE "SLIDE GATE

DETAIL" ON THIS SHEET)

SEE DETAIL A ON SHEET

M-002 FOR AS-BUILT

CHANNEL CONDITIONS

EXISTING HVAC DUCTWORK

INSTALLED AS PART OF

CONTRACT NO. 65 (TYP.)

EXISTING SLIDE GATES TO BE

REMOVED AND RETURNED TO

AUTHORITY

EXISTING EMBEDDED

SLIDE GATE GUIDES

TO REMAIN

REMOVE EXISTING SLIDE

GATE (TYP. FOR 2) (SEE "SLIDE

GATE DETAIL" ON THIS SHEET)

REMOVE EXISTING 4" MUD VALVE,

ACTUATOR, AND WALL SUPPORT BRACKET.

FILL IN ANCHOR BOLT HOLES WITH

NON-SHRINK CONCRETE AT ACTUATOR

WALL SUPPORT BRACKET (TYP. FOR 2).

SEE PHOTO E ON SHEET D-002

ROOF OVER INFLUENT CHANNEL

ACCESS HATCH AREA. SEE PHOTO

B ON SHEET C-001

FILL IN EXISTING DEPRESSION

WITH NEW CONCRETE (SEE

DETAIL B AND SECTION 1-1 ON

SHEET M-002) (TYP. FOR 2)

REMOVE EXISTING SLIDE GATES

SG-3 AND SG-4 (SEE "SLIDE

GATE DETAIL" ON THIS SHEET)

REMOVE EXISTING SLIDE GATE

SG-7 AND FILL OPENING WITH

CONCRETE. SEE "CHANNEL WALL

CLOSURE DETAIL" ON SHEET M-002

REMOVE EXISTING SLIDE GATES

SG-5 AND SG-6 (SEE "SLIDE

GATE DETAIL" ON THIS SHEET)

FURNISH AND INSTALL FRP BLIND

FLANGE AND GASKET (TYP. FOR 2)

REMOVE AND DISPOSE OF EXISTING

SLUICE GATE MANUAL GEAR

OPERATOR AND CRANK HANDLE.

EXISTING SLUICE GATE PEDESTAL

SHALL REMAIN AND BE PAINTED.

SEE PHOTO F ON SHEET D-002

NEW HVAC DUCTWORK

INSTALLED AS PART OF

CONTRACT NO. 65

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

JRB

RPC

PUMP STATION

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2026 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

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1450 ROUTE 34

WALL, NJ 07753

PHONE: (732) 363-5850

SIGNATURE DATE

RICHARD P. CRANE, P.E., BCEE

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE04042600

2/18/2026

SHEET OF3

D-001

DEMOLITION PLAN I

NOTES:

1. THE CONTRACTOR IS ALERTED TO THE FACT THAT THE EXISTING WET WELL AND INFLUENT

CHANNELS CONTAIN GASES WHICH ARE POTENTIALLY HAZARDOUS AND/OR WHICH MAY BE

TOXIC, CONTAIN INSUFFICIENT OXYGEN FOR HUMAN SURVIVAL, AND/OR ARE COMBUSTIBLE IN

THE PRESENCE OF OXYGEN. WHEN WORKING IN THE WET WELL, THE CONTRACTOR SHALL USE

SPARK-PROOF TOOLS, EXPLOSION-PROOF TEMPORARY LIGHTING, AND SHALL NOT USE

ELECTRIC POWER TOOLS, OPEN FLAME DEVICES, ELECTRIC WELDING, OR ANY DEVICE OR

METHOD WHICH MIGHT CONCEIVABLY CAUSE IGNITION OR AN EXPLOSION.

2. WHEN WORKING IN THE WET WELL AND INFLUENT CHANNELS, THE CONTRACTOR SHALL

ARRANGE FOR HIS OWN GAS DETECTION SERVICE TO ENSURE A SAFE WORKING ENVIRONMENT

FOR HIS WORKERS.

3. CONTRACTOR SHALL SUBMIT THEIR HEALTH AND SAFETY AND CONFINED SPACE ENTRY PLANS

FOR REVIEW BY ENGINEER AND OWNER PRIOR TO ENTERING THE WET WELL AND INFLUENT

CHANNEL AREAS. REFER TO SPECIFICATION SECTION 01130 HEALTH AND SAFETY PLAN.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO DRAIN, DEWATER, AND CLEAN THE INFLUENT

CHANNELS IN ACCORDANCE WITH PARAGRAPH 1.03.B.11 OF SPECIFICATION SECTION 01320.

1/4" = 1'-0"

1/4" = 1'-0"

SLIDE GATE DETAIL

NOT TO SCALE

BASEMENT FLOOR PLAN

DEMOLITION PLAN

SECTION 1-1

REMOVE AND DISPOSE OF EXISTING

GRATING AND ALL GRATING SUPPORT

ANGLES. REPLACE WITH NEW NON-SLIP

FRP GRATING WITH 316 SS CLIPS AND FRP

SUPPORT ANGLES. SUPPORT ANGLES

SHALL BE ATTACHED TO EXISTING

CONCRETE WALLS USING 316 SS ANCHOR

BOLTS. SEE PHOTO C ON THIS SHEET

REMOVE AND DISPOSE OF EXISTING

SLUICE GATE MANUAL GEAR

OPERATOR AND CRANK HANDLE.

EXISTING SLUICE GATE PEDESTAL

SHALL REMAIN AND BE PAINTED.

SEE PHOTO F ON THIS SHEET

REMOVE AND DISPOSE OF

EXISTING MUD VALVE

HANDWHEEL OPERATORS

AND WALL BRACKETS. SEE

PHOTO E ON THIS SHEET

REMOVE AND DISPOSE OF

EXISTING SLIDE GATE SG-7.

INSTALL PLYWOOD SHEATHING

FORMS ON EITHER SIDE OF

EXISTING WALL AND FILL WITH

CONCRETE. SEE PHOTO D ON

THIS SHEET AND "CHANNEL WALL

CLOSURE DETAIL" ON SHEET

M-002

REPAIR CONCRETE AS REQUIRED

PRIOR TO INSTALLING NEW

GRATING FRP SUPPORT ANGLES

EXISTING HVAC

DUCTWORK INSTALLED AS

PART OF CONTRACT NO. 65

REMOVE AND DISPOSE OF

EXISTING GRATING AND ALL

GRATING SUPPORT ANGLES.

INSTALL NEW NON-SKID FRP

GRATING WITH 316 SS CLIPS

AND FRP SUPPORT ANGLES.

SUPPORT ANGLES SHALL BE

316 SS ANCHOR BOLTS

PHOTO C

N.T.S.

EXISTING CHANNEL

MOUNTED GRINDER

MOTOR (TYP.)

REMOVE AND DISPOSE OF

EXISTING SLIDE GATE SG-7.

INSTALL PLYWOOD SHEATHING

FORMS ON EITHER SIDE OF

EXISTING WALL AND FILL

OPENING WITH CONCRETE.

SEE "CHANNEL WALL CLOSURE

DETAIL" ON SHEET M-002

PHOTO D

N.T.S.

REMOVE EXISTING GRATING

ANGLE IRON SUPPORTS

REMOVE AND DISPOSE OF

EXSTING MUD VALVE

HANDWHEEL OPERATOR

(TYP. FOR 2)

PHOTO E

N.T.S.

REMOVE AND DISPOSE OF

EXISTING SLUICE GATE

MANUAL GEAR OPERATOR

AND CRANK HANDLE

PHOTO F

N.T.S.

MANUAL GEAR OPERATOR

PEDESTAL SHALL REMAIN.

PAINT EXISTING SLUICE GATE

PEDESTAL IN ACCORDANCE

WITH PARAGRAPH 3.11.A.2 OF

SPECIFICATION SECTION 09910

CRANK HANDLE

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

JRB

RPC

PUMP STATION

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2026 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

FI

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D

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/3

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:1

9:

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IN

: j ba ld au f@

1450 ROUTE 34

WALL, NJ 07753

PHONE: (732) 363-5850

SIGNATURE DATE

RICHARD P. CRANE, P.E., BCEE

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE04042600

2/18/2026

SHEET OF4

D-002

DEMOLITION PLAN II

1/4" = 1'-0"

INTERMEDIATE FLOOR PLAN

DEMOLITION PLAN

EXISTING 8" SURGE RELIEF

VALVE DISCHARGE, ℄ EL. 56.33

(TO REMAIN)

NEW CONCRETE WALL. SEE

"CHANNEL WALL CLOSURE DETAIL"

ON SHEET M-002. LINE BOTH

VERTICAL WALL SURFACES AND

TOP OF WALL IN ACCORDANCE

WITH PARAGRAPH 3.11.C.3 OF

SPECIFICATION SECTION 09910 -

FIELD PAINTING.

FOR NEW SLIDE GATE

CONFIGURATION SEE

DETAIL B ON SHEET M-002FURNISH AND INSTALL NEW

MOTORIZED ACTUATOR FOR

SLUICE GATE. SEE PARAGRAPH 2.6

OF SPECIFICATION SECTION 11100

NEW FRP GRATING WITH

316 SS CLIPS (TYP.)

EXISTING HVAC DUCTWORK

INSTALLED AS PART OF

CONTRACT NO. 65 (TYP.)

EXISTING CONTROL PANEL

SUPPORT STRUCTURE. SEE

PHOTO G ON THIS SHEET

EXISTING CONTROL

PANELS

PHOTO G

N.T.S.

PROPOSED NEW REMOTE

GATE CONTROL PANELS.

FURNISH AND INSTALL 316

SS KINDORF SUPPORT

ANGLES FOR PANELS

DISCONNECT SWITCH

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

JRB

RPC

PUMP STATION

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2026 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

FI

LE

N

AM

E:

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\0

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/3

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:2

0:

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IN

: j ba ld au f@

1450 ROUTE 34

WALL, NJ 07753

PHONE: (732) 363-5850

SIGNATURE DATE

RICHARD P. CRANE, P.E., BCEE

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE04042600

2/18/2026

SHEET OF5

M-001

MECHANICAL PLAN

1/4" = 1'-0"

NOTES:

1. THE CONTRACTOR IS ALERTED TO THE FACT THAT THE EXISTING WET WELL AND INFLUENT CHANNELS

CONTAIN GASES WHICH ARE POTENTIALLY HAZARDOUS AND/OR WHICH MAY BE TOXIC, CONTAIN INSUFFICIENT OXYGEN FOR HUMAN SURVIVAL, AND/OR ARE COMBUSTIBLE IN THE PRESENCE OF OXYGEN. WHEN WORKING IN THE WET WELL, THE CONTRACTOR SHALL USE SPARK-PROOF TOOLS, EXPLOSION-PROOF TEMPORARY LIGHTING, AND SHALL NOT USE ELECTRIC POWER TOOLS, OPEN FLAME DEVICES, ELECTRIC WELDING, OR ANY

DEVICE OR METHOD WHICH MIGHT CONCEIVABLY CAUSE IGNITION OR AN EXPLOSION.

2. WHEN WORKING IN THE WET WELL AND INFLUENT CHANNELS, THE CONTRACTOR SHALL ARRANGE FOR HIS

OWN GAS DETECTION SERVICE TO ENSURE A SAFE WORKING ENVIRONMENT FOR HIS WORKERS.

3. CONTRACTOR SHALL SUBMIT THEIR HEALTH AND SAFETY AND CONFINED SPACE ENTRY PLANS FOR REVIEW

BY ENGINEER AND OWNER PRIOR TO ENTERING THE WET WELL AND INFLUENT CHANNEL AREAS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO DRAIN, DEWATER, AND CLEAN THE INFLUENT CHANNELS IN

ACCORDANCE WITH PARAGRAPH 1.03.B.11 OF SPECIFICATION SECTION 01320.

SLIDE GATE SCHEDULE (SECTION 11100)

TAG NO. NUMBER OF

UNITS LOCATION CHANNEL

INVERT EL.

OPERATING

FLOOR EL.

CHANNEL

WIDTH HEAD TYPE FRAME

TYPE

CLOSURE

TYPE

OPERATOR

TYPE

SG-1 1 WET WELL

INFLUENT

CHANNELS

48.50 FT 55.33 FT 4.0 FT SEATING WALL

MOUNTED

FLUSH

BOTTOM MOTORIZED

SG-2 1

EQUIPMENT PLAN

PLAN VIEW

1/4" = 1'-0"

GROUND FLOOR PLAN

DEMOLITION PLAN

EL. 48.00

EL. 48.50

TOP OF WALL

EL. 55.33

4' (TYP.)

MATCH EXISTING

SURFACE BEYOND

X X X X X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXX

4" TYP.

4"

6" TYP.

4X4-W4.0 X W4.0 EPOXY

COATED W.W.F. (TYP.)

6" TYP.3"

2" Ø 316 S.S. EPOXY

BOLTS WITH 2 12" NOMINAL

MIN. EMBEDMENT (TYP.)

NEW NON-SLIP FRP

GRATING WITH 316 SS

CLIPS, EL. 55.33 (TYP.)

(SEE BYPASS PUMPING NOTES)

2'-11"6"

5'-0"

PLAN VIEW

Half Section of 12" x 1/4" Wall Alum. Pipe Conc.

Filled (Typ) 9 12" x 38" Flat Alum. Bar Stop (Typ) 2" x 6" x 14"

Alum. Hook Anchors @ 6" O.C. (Typ)

1' -0

8"

SECTION A-A

SCALE: 1" = 1'-0"

ELEV 48.50

AFTER CONCRETE

HAS FORMED

REMOVE BOLTS AND

REPAIR CONCRETE

ELEV 55.33

4" THICK PLYWOOD

SHEATHING

FIELD VERIFY SIZE OF

LEDGE

AFTER CONCRETE HAS CURED

REMOVE FORM WORK AND

BOLTS. FILL HOLES AND REPAIR

CONCRETE

1/2" DIA. HILTI HDI DROP-IN

ANCHOR EMBEDED 2"

FILL SPACE WITH CONCRETE

4" THICK PLYWOOD

SHEATHING FORM

CHANNEL WALL CLOSURE DETAIL

SCALE: 1" = 1'-0"

6"

#4 DOWEL WITH HILTI

HIT-HY EPOXY ANCHOR

@ 24" o.c. STAGGERED

EMBEDED 6"

#4 @ 12" o.c. MAX EACH WAY

1/2" DIA. HILTI HDI

DROP-IN ANCHOR

EMBEDED 2"

#4 DOWEL WITH

HILTI HIT-HY EPOXY

ANCHOR @ 24" o.c.

STAGGERED

EMBEDED 6"

A A

CONCRETE LINER

TOP WALL SURFACE

CONCRETE LINER

(BOTH WALLS)

42" INFLUENT

GRAVITY SEWER

3"Ø SUMP PUMP

DISCHARGE,

℄ EL. 56.33

8"Ø SURGE RELIEF

VALVE DISCHARGE,

℄ EL. 56.33

CONTROL PANEL (TYP.)

MOTOR (TYP.)

5' -0

1 2"

NEW CONCRETE WALL. SEE

"CHANNEL WALL CLOSURE

DETAIL" ON THIS SHEET.

LINE BOTH VERTICAL WALL

SURFACES AND TOP OF

WALL IN ACCORDANCE

WITH PARAGRAPH 3.11.C.3

OF SPECIFICATION SECTION

09910 - FIELD PAINTING

NEW NON-SLIP FRP

GRATING EL. 55.33

NEW CONCRETE INFILL

(TYP). SEE SECTION 1-1

ON THIS SHEET

GRATING NOT SHOWN

FOR CLARITY

NEW NON-SLIP FRP

GRATING WITH 316

SS CLIPS, EL. 55.33.

SG-1

FOUNDATION WALL

SG-2

EXISTING EMBEDDED

SLIDE GATE GUIDES

TO REMAIN (TYP.)

℄ COMMINUTOR℄ COMMINUTOR

EXTENT OF CONCRETE

LINER (TYP. BOTH WALLS)

42" INFLUENT

GRAVITY SEWER FOUNDATION WALL

3"Ø SUMP PUMP

DISCHARGE,

℄ EL. 56.33

8"Ø SURGE RELIEF

VALVE DISCHARGE,

℄ EL. 56.33

℄ COMMINUTOR℄ COMMINUTOR

EL. 48.00

EL. 48.50

EL. 48.00

EL. 48.50

EXISTING 4" MUD

VALVE (TYP.)

2' -6

65 8"

4' 6'

4'

1' -4

10"

4' 2"

4' 2"

6" 6"

SG-1 SG-2

SG-5 SG-6

SG

-7

SG-3 SG-4

36" SLIDE GATE

48" SLIDE GATE

(TYP. FOR 6)

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

JRB

RPC

PUMP STATION

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2026 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

FI

LE

N

AM

E:

P

:\0

\0

4\

D W

G s\

W -U til Se rv \P lo td w gs

\0

W

-M

EC

H P

LA

N

S- W

AL

.d w g\

M

E D

IT

/3

0/

:2

0:

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IN

: j ba ld au f@

1450 ROUTE 34

WALL, NJ 07753

PHONE: (732) 363-5850

SIGNATURE DATE

RICHARD P. CRANE, P.E., BCEE

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE04042600

2/18/2026

SHEET OF6

M-002

DETAILS

CONCRETE NOTES:

1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE A.C.I. "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318).

2. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE, 3/4" MAXIMUM SIZE, CONCRETE

HAVING A MINIMUM STRENGTH OF 5,000 PSI AT 28 DAYS, AND HAVE A MAXIMUM WATER-CEMENT

RATIO OF 0.60. IN THE CASE WHERE BAGGED CONCRETE IS USED, AGGREGATE MAY BE 3/8".

3. PORTLAND CEMENT SHALL BE ASTM C-150, TYPE II.

4. ALL AGGREGATE SHALL CONFORM TO ASTM C33.

5. SLUMPS OVER 4 INCHES SHALL NOT BE PERMITTED UNLESS A HIGH RANGE WATER REDUCING

(HRWR) ADMIXTURE (SUPERPLASTICIZER) IS USED. ALL ADMIXTURES SHALL CONTAIN NO MORE

CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER.

6. ALL CONCRETE SHALL BE AIR ENTRAINED WITH AIR CONTENT RANGE OF 5% TO 7%.

7. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL REINFORCING BARS SHALL BE SECURELY

SUPPORTED AND WIRED IN PLACE PRIOR TO CONCRETE PLACEMENT. WELDED WIRE FABRIC

(W.W.F.) SHALL COMPLY WITH ASTM-A-185.

8. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS SHOWN ON SECTIONS AND DETAILS, AND IN ACCORDANCE WITH CODES AND STANDARDS.

9. FIELD TESTING AND SAMPLING SHALL BE PERFORMED IN ACCORDANCE WITH PROVISIONS OF THE

BUILDING CODE AND THE DIRECTION OF THE ENGINEER. COSTS FOR SAMPLING AND TESTING

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. SURFACES TO RECEIVE CONCRETE SHALL BE ROUGHENED TO AN AMPLITUDE OF 1/8" AND SHALL

BE TREATED WITH A BONDING AGENT SUCH AS WELD-CRETE BY LARSEN OR EUCO WELDED BY

EUCLID CHEMICAL CO.

DETAIL B - PROPOSED CHANNEL CONDITIONS

PARTIAL PLAN VIEW

1/2" = 1'-0"

SECTION 1-1

1/2" = 1'-0"

DETAIL A - EXISTING CHANNEL CONDITIONS

PARTIAL PLAN VIEW

1/2" = 1'-0"

SYMBOL DESCRIPTION

ELECTRICAL SYMBOL LEGEND

CONCEALED WIRING IN OR BELOW FLOOR

CONDUIT TURNED UP AND DOWN

CONCEALED WIRING IN WALL OR ABOVE CEILING

CONDUIT TURNED DOWN

CONDUIT TURNED UP

CIRCUIT HOMERUN (I.E. TO PANEL LP1, CIRCUIT 3)

CONDUIT, STUBBED AND CAPPED

GROUNDING CONNECTION

CIRCUIT HOMERUN - ARROWS INDICATE QUANTITY OF CIRCUITS

LP1;3

JUNCTION BOXJ/

PANELBOARD - SURFACE MOUNTED

AMP RATING / POLES / FUSE

DISCONNECT SWITCH - NUMBERS INDICATE SIZE, TYPE AND RATING AS FOLLOWS:

MOTOR - NUMBER INDICATES HORSEPOWER

30A/3P/30A

SAFETY DISCONNECT SWITCH

ELECTRICAL WIRE, CABLE AND FEEDER TAG

# REVISION TAG

KEY NOTE TAG

SECTION TAG

REFERENCE TAG

ELECTRICAL ABBREVIATIONS

DESCRIPTIONSYMBOL

ABOVE FINISHED FLOORAFF

AMERICAN WIRE GAGE

AMPERE (AMP, AMPS)AMP

AVERAGEAVG

BUILDINGBLDG

BUILDING AUTOMATION SYSTEMBAS

BUILDING MANAGEMENT SYSTEMBMS

CEILINGCLG

CHECKCHK

CIRCUITCKT

AWG

DEGREES°, DEG

DESCRIPTIONSYMBOL

DEPTHD

DIAMETERΦ, DIA, DIAM, DIM

DIAMETER, OUTSIDEOD

DOWN (PENETRATES FLOOR SLAB)DN

DRAWINGDWG

EXHAUST FANEF

ELEVATIONEL

DEGREES FAHRENHEIT°F

FEET, FOOT', FT

FULL LOAD AMPS

GAGE, GAUGE

FLA

GA

INCHES", IN

LENGTHL, LG

LINEAR FEETLF

MANUFACTURERMFR

MAXIMUMMAX

MOTOR CONTROL CENTERMCC

MINIMUM

MOTOR HORSEPOWER

NOMINAL

NORMALLY CLOSED

NORMALLY OPEN

NOT APPLICABLE

MIN

MHP

NOM

NC

NO

N/A

NOT IN THE SCOPE OF THIS CONTRACTNIC

NOT TO SCALENTS

HEATING, VENTILATION AND AIR CONDITIONINGHVAC

NUMBER#

TYPICALTYP

UNDERWRITER'S LABORATORYUL

VOLTSV

WATT OR WIDTHW

SWITCHSW

OCCUPANCYOCCUP

PHASEPH

POUNDSLBS

REQUIREDREQ'D

REVOLUTIONS PER MINUTERPM

ROOM

SECOND

SPECIFICATION

SQUARE FEET

RM

S

SPEC

SQ FT

SQUARE INCHESSQ IN

GENERAL CONTRACTORGC

HERTZ (FREQUENCY)HZ

HEIGHTH, HT

HORSEPOWERHP

HUNG CEILINGH. CLNG

UNLESS OTHERWISE NOTEDUON

UP (PENETRATES FLOOR SLAB)UP

FACTORY MUTUALFM

DIAMETER, INSIDEID

HEAT DETECTORHD

NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION

NEMA NATIONAL FIRE PROTECTION ASSOCIATION

NFPA

WEATHERPROOFWP

ONE, TWO OR THREE POLE (RESPECTIVELY)1P, 2P, 3P

ABOVE FINISHED GRADEAFG

GROUND FAULT CIRCUIT INTERRUPTERGFI, GFCI

CIRCUIT BREAKERCB

AMPERE FRAMEAF

AMPERE SENSORAS

CONDUITC

GROUNDG, GND

ARC FAULT CIRCUIT INTERRUPTERAFI

WEATHERPROOF WHILE IN USEWPI

COUNTER HEIGHT MOUNT 6" ABOVE COUNTERCH

ELECTRICAL CONTRACTOREC

SHUNT TRIPST

WYEY

PRIMARYPRI

MAIN MOLDED CASE SWITCHMMCS

SECONDARYSEC

POLEP

AMPERE TRIPAT

CANDELACD

MOUNTEDMTD

MAIN LUG ONLYMLO

MAIN CIRCUIT BREAKERMCB

UNDER SINKUS

EMERGENCYEM

IG ISOLATED GROUND

TRANSIENT VOLTAGE SURGE SUPPRESSORTVSS

LONG, SHORT, INSTANTANEOUS, GROUND FAULT SETTINGSLSIG

***NOT ALL SYMBOLS SHOWN IN LEGEND MAY BE USED***

GROUNDING BAR

VIEW TAGS

PLAN KEYNOTE GENERIC

COLUMN GRID HEAD

VIEW TITLE

REVISION TAG

VIEW TITLE

DETAIL SECTION

NOTE: NOT ALL SYMBOLS SHOWN IN LEGEND MAY BE USED.

A E-101

View 1/8" = 1'-0"X

View 1/8" = 1'-0"

X E-101

SUBSCRIPT INDICATES EXISTING DEVICE TO REMAIN(E)

SUBSCRIPT INDICATES EXISTING DEVICE TO BE DISCONNECTED AND REMOVED(R)

SUBSCRIPT INDICATES EXISTING DEVICE TO BE REMOVED AND RELOCATED(RR)

SUBSCRIPT INDICATES RELOCATED DEVICE(RE)

EMERGENCY POWER SUPPLY SYSTEMEPSS

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN, 3-POLE UNLESS INDICATED OTHERWISE

100 A

CONTROL PANELC9

TRANSFORMER

ANALOG OUTPUTAO

ANALOG INPUTAI

CONTROL PANELCP

DIGITAL OUTPUTDO

MOTOR CIRCUIT PROTECTORMCP

DIGITAL INPUTDI

NIGHT LIGHT. NOT SWITCHEDNL

POLYVINYL CHLORIDE CONDUITPVC

RIGID METAL CONDUITRMC

NORTH ARROW

ELECTRICAL GENERAL NOTES

1. IT IS INTENDED THAT THESE NOTES APPLY TO THE GENERAL CONTRACTOR AND ITS

ELECTRICAL SUB-CONTRACTOR.

2. PROVIDE ALL MATERIALS, LABOR, EQUIPMENT AND SERVICES AND PERFORM ALL

OPERATIONS IN CONNECTION WITH THE ELECTRICAL WORK. IT IS THE INTENT THAT THESE

DRAWINGS PROVIDE THE WORK REQUIRED FOR AN ELECTRICAL INSTALLATION THAT IS

COMPLETE IN EVERY RESPECT, READY FOR OPERATION.

3. THE DRAWINGS, BIDDING & CONTRACT FORMS, AND GENERAL REQUIREMENTS, GOVERN THIS

WORK. WHERE ITEMS OF GENERAL CONDITIONS ARE REPEATED HEREIN, IT IS INTENDED TO

QUALIFY OR TO CALL PARTICULAR ATTENTION TO THEM; IT IS NOT INTENDED THAT ANY

OTHER PARTS OF THE GENERAL CONDITIONS SHALL BE ASSUMED TO BE OMITTED.

4. ALL WORK SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND THE

REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING JURISDICTION. ALL MATERIAL AND

EQUIPMENT SHALL BE LISTED PER 2020 NFPA 70 -NATIONAL ELECTRICAL CODE (NEC) AND

SHALL BEAR THE INSPECTION LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED. AT

THE COMPLETION OF THE WORK, SECURE CERTIFICATES OF APPROVAL FROM THE VARIOUS

AUTHORITIES HAVING JURISDICTION AND DELIVER SAME TO PAULUS, SOKOLOWSKI AND

SARTOR ("THE DESIGN PROFESSIONAL").

5. ALL WORK SHALL COMPLY WITH NECA STANDARD OF INSTALLATION (PUBLISHED BY THE

NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION) AND 2020 NFPA 70 -NATIONAL

ELECTRICAL CODE (NEC) AND ALL APPLICABLE SAFETY STANDARDS. COMPLY WITH

APPLICABLE STANDARDS THE OWNER HAS DEVELOPED AS THEY PERTAIN TO THIS WORK.

6. ALL WORK SHOWN ON THE DRAWINGS THAT IS NOT SPECIFICALLY INDICATED AS BEING

EXISTING SHALL BE ASSUMED TO BE NEW.

7. BEFORE SUBMITTING THE BID, VISIT SITE WHERE WORK IS REQUIRED, SURVEY THE EXISTING

CONDITIONS AND BECOME FAMILIAR WITH THE DIFFICULTIES WHICH WILL AFFECT THE

EXECUTION AND COMPLETION OF THE WORK. INVESTIGATE THE NATURE AND LOCATION OF

THE WORK, THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY THOSE BEARING UPON

THE WORK REQUIRED, TRANSPORTATION, DISPOSAL, HANDLING AND STORAGE OF

MATERIALS, AVAILABILITY OF LABOR, WATER, ELECTRIC POWER, ROADS, AND PHYSICAL

CONDITIONS AT THE SITE NEEDED FOR THE EXECUTION OF THE WORK AND ALL OTHER

MATTERS UPON WHICH INFORMATION IS REASONABLY OBTAINABLE AND WHICH CAN IN ANY

WAY AFFECT THE WORK OR THE COST THEREOF UNDER THE CONTRACT.

8. PROCURE AND PAY FOR ALL CERTIFICATES, FEES, TESTS, INSPECTIONS, BONDS, DEPOSITS, AND ESCROW ACCOUNTS, REQUIRED FOR COMPLETE INSTALLATION OF THE WORK. GIVE ALL

NOTICES REQUIRED BY LAW, ORDINANCES, OR THE RULES AND REGULATIONS OF THE

VARIOUS AUTHORITIES. COMPLY WITH ALL ORDERS OF THE LOCAL DEPARTMENT OF

BUILDINGS, TOWN,CITY, COUNTY, STATE AND FEDERAL GOVERNMENT, FIRE MARSHAL, ETC.

DELIVER TO THE OWNER'S REPRESENTATIVE ALL PERMITS AND CERTIFICATES OF APPROVAL

ISSUED BY ALL TOWN, CITY, COUNTY, STATE AND FEDERAL GOVERNMENT HAVING

JURISDICTION IN CONNECTION WITH THIS WORK, BEFORE THE CERTIFICATE FOR THE FINAL

PAYMENT IS ISSUED.

9. NO WORK SHALL BE COVERED OVER UNTIL TESTS HAVE BEEN PERFORMED AND THE

AUTHORITIES HAVING JURISDICTION HAVE EXAMINED, INSPECTED AND APPROVED THE TESTS

AND THE WORK. PROVIDE ALL CONTROLLED INSPECTIONS REQUIRED BY THE REGULATIONS

OF TOWN, CITY, COUNTY, STATE AND FEDERAL GOVERNMENT. THE CONTROLLED

INSPECTIONS SHALL BE MADE BY AN INSPECTOR MEETING THE PROFESSIONAL

REQUIREMENTS SET FORTH BY STATE AND LOCAL LAWS AND SHALL BE CARRIED OUT IN

ACCORDANCE WITH APPLICABLE TOWN, CITY, COUNTY, STATE AND FEDERAL GOVERNMENT

BUILDING CODES.

10. THE DRAWINGS DO NOT UNDERTAKE TO ILLUSTRATE OR SET FORTH EVERY ITEM NECESSARY

FOR THE WORK, AS IT IS ASSUMED THAT WITH HIS BID SUBMISSION, THE CONTRACTOR

ACKNOWLEDGES THAT HE IS EXPERT IN THE SEVERAL LINES OF THE WORK AND IS CAPABLE

OF INTERPRETING THEM. WHERE NO SPECIFIED MANUFACTURER OR QUALITY OF MATERIAL IS

GIVEN, A FIRST-CLASS STANDARD ARTICLE AS APPROVED BY THE DESIGN PROFESSIONAL

SHALL BE FURNISHED.

11. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE

OF WORK AND INDICATE GENERAL ARRANGEMENT OF EQUIPMENT, CONDUITS, PANELS,

FIXTURES, ETC. THE LOCATIONS OF ALL ITEMS SHOWN THAT ARE NOT DEFINITELY FIXED BY

DIMENSIONS ARE APPROXIMATE. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST

CONDITIONS AND RESULTS MUST BE DETERMINED AT THE PROJECT SITE AND SHALL HAVE

THE APPROVAL OF THE DESIGN PROFESSIONAL BEFORE BEING INSTALLED. DO NOT SCALE

DRAWINGS.

12. MAINTAIN AND PROTECT ALL EQUIPMENT, MATERIALS AND TOOLS FROM LOSS OR DAMAGE

FROM ALL CAUSES UNTIL FINAL ACCEPTANCE BY THE OWNER.

13. IT IS REQUIRED THAT THE WORK INDICATED BE CARRIED OUT WITH A MINIMUM OF

INTERFERENCE TO THE ESTABLISHED ROUTINE OF THE FACILITY OPERATION, AND THAT ALL

WORK BE PERFORMED WITHIN THE REQUIRED CONTRACT TIME. ANY WORK NECESSARY TO

BE PERFORMED AFTER REGULAR WORKING HOURS, SHALL BE PERFORMED WITHOUT

FURTHER EXPENSE TO THE OWNER.

14. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, WHEN INTERRUPTION OF

THE PRESENTLY MAINTAINED SERVICES, MECHANICAL,ELECTRICAL OR OTHERWISE IS

REQUIRED. WRITTEN PERMISSION SHALL BE OBTAINED FROM THE OWNER'S REPRESENTATIVE

PRIOR TO COMMENCING WITH THE SHUT-DOWN.

15. PROVIDE ALL NECESSARY TRAILERS, EXTENSION CORDS AND LAMPS, TO PROVIDE

TEMPORARY LIGHT AND POWER FOR THE PROPER EXECUTION OF ALL WORK.

16. PROVIDE ALL SCAFFOLDING, RIGGING, HOISTING, AND SERVICES NECESSARY FOR

OFF-LOADING, STORAGE OR REPLACEMENT OF ANY EQUIPMENT AND APPARATUS FURNISHED.

REMOVE SAME FROM PREMISES WHEN NO LONGER REQUIRED.

17. THE INSTALLATION OF ALL ELECTRICAL EQUIPMENT, LIGHTING,CONDUIT AND WIRING SHALL

CONFORM TO THE 2018 EDITION IBC CODE EARTHQUAKE CONTROL SECTION 1613.

SEAL FITTING WITH AUTOMATIC DRAIN PLUG. CLASS I DIV 1 RATED. UL LISTED.S

PROVIDED BY VENDOR(V)

CONTROL PANELCP

S LIGHT SWITCH

7 10

E-001

ELECTRICAL

LEAD SHEET

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2023 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

FI

LE

N

AM

E:

P

:\0

\0

4\

D W

G s\

E- El ec \0

-S H

E0

-W N

.d w g\ E-

L

AS

T

ED

IT

/0

4/

:2

8:

P

G

IN

: f ch en

1433 ROUTE 34

SUITE A4

WALL, NJ 07727

PHONE: (848) 206-2626

SIGNATURE DATE

SHEET OF

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

PUMP STATION

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

12/07/2023

MTK

FFC

FRED F. CHEN, P.E.

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE05295000

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

CLASS 1, DIV 2

EX. PANEL B

UNCLASSIFIED

UNCLASSIFIED

CLASS 1, DIV. 1

EX. MCC-1AEX. MCC-1B

EX. 45 KVA

TRANSFORMER

EX. PANEL A

(E)

(E)

(E)

PANEL P1

(WALL MOUNTED)

(E)(E)

CP

(V) (V)

CP

(V)

REMOTE ACTUATOR

CONTROL STATION, SLUICE GATE

MOUNTED ON SUPPORT STEEL

REMOTE ACTUATOR

CONTROL STATION, SG-2,

MOUNTED ON SUPPORT STEEL

REMOTE ACTUATOR

CONTROL STATION, SG-1,

MOUNTED ON SUPPORT STEEL

CORE DRILL NEW FLOOR

OPENINGS (TYP).

SEE DWG. E-901, DETAIL 1

EXISTING LCP STATION

(SEE PHOTO G, DWG. M-001)

P04 P03

P02

P01

CP

CORE DRILL

THRU WALL. (TYP.)

SEE DWG. E-901,

DETAIL 2

CLASS 1, DIV 2

CLASS 1, DIV 2

UNCLASSIFIED

WP WP WP

S(E)

J

XP

REMOTE ACTUATOR

CONTROL STATION

(TYP. FOR 3)

SLIDE GATE

MOTOR

ACTUATOR

(TYP. FOR 2)

CP

S

M

SLUICE GATE

MOTOR ACTUATOR

M

CLASS 1, DIV. 1

CLASS 1, DIV. 1

480V POWER

FROM PANEL P1

J

S

XP

POWER WIRES

AND CONDUIT

CONTROL SIGNAL

WIRES AND CONDUIT

CLASS 1, DIV. 1

ROUTE CONDUIT UP ALONG

THE CEILING THROUGH

EQUIPMENT ROOM TO

ELECTRICAL ROOM

S

3'-0"

TYP. DISTANCE

AROUND HATCH

J

XP

CLASS 1, DIV 2

P04A C03A

P02A P03A

C01A C02A

P04 C03

P02 P03

C01 C02

ROUTE CONDUITS AROUND

EXISTING INSTALLATIONS

(TYPICAL)

NEW SLUICE GATE

MOTOR ACTUATOR

P04A, C03A

M

NEW SLIDE GATE (SG-1)

NEW SLIDE GATE (SG-2)

P02A, C01A

M

TO REMOTE ACTUATOR

CONTROL STATION, SG-1

P03A, C02A

M

TO REMOTE ACTUATOR

CONTROL STATION, SG-2

TO REMOTE ACTUATOR

CONTROL STATION,

SLUICE GATE

CLASS 1, DIV. 1

ELECTRICAL FIRST FLOOR PLAN - EL 79.33

SCALE: 1/4"=1'-0"1

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2023 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

FI

LE

N

AM

E:

P

:\0

\0

4\

D W

G s\

E- El ec \0

-S H

E1

-W N

.d w g\ E-

L

AS

T

ED

IT

/0

4/

:2

9:

G

IN

: f ch en

1433 ROUTE 34

SUITE A4

WALL, NJ 07727

PHONE: (848) 206-2626

SIGNATURE DATE

SHEET OF

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

PUMP STATION

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

12/07/2023

MTK

FFC

FRED F. CHEN, P.E.

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE05295000

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

1. REFER TO DWG E-801 FOR ONE-LINE DIAGRAM AND WIRING AND CONDUIT SCHEDULE.

2. ALL WIRING DEVICES SHOWN ON PLANS ARE EXISTING TO REMAIN, EXCEPT WHERE INDICATED

FOR REMOVAL.

3. MAINTAIN THE ELECTRICAL CONTINUITY OF EXISTING CIRCUITS SERVING EXISTING EQUIPMENT

TO REMAIN IN CONSTRUCTION AREA AND IN AREAS ADJACENT TO CONSTRUCTION WHERE

CIRCUITS ARE DISTURBED.

4. CONTRACTOR IS BEING MADE AWARE OF THE FACT THAT THE LENGTH OF REQUIRED 'POTTED'

CABLE FOR BOTH POWER AND CONTROL FOR EACH OF THE THREE (3) REMOTE ACTUATOR

CONTROL STATIONS IS 25 FEET. REFER TO PARAGRAPH 2.6.D.8 OF SPECIFICATION SECTION 11100.

1. PROVIDE CONDUIT AND CABLE SEAL WITHIN 18-INCH OF REMOTE ACTUATOR CONTROL STATION.

SEAL FITTING SHALL BE UL LISTED FOR CLASS I DIV 1 HAZARDOUS AREA. CONTRACTOR SHALL

INSTALL CONDUIT AND CABLE SEAL PER 2020 NEC ARTICLE 501.

2. PROVIDE TWO (2) JUNCTION BOXES (1 - POWER, 1 - CONTROL) PER SLIDE / SLUICE GATE MOTOR

AND FUSED WIRES RATED FOR SUBMERSIBLE AND EXPLOSION-PROOF ENVIRONMENT IN

("POTTED WHIP"). (TYP. FOR 3 MOTORS).

3. ROUTE ALL CONDUITS TIGHT TO EXISTING WALLS (TYPICAL).

8 10

E-101

ELECTRICAL

PLAN

SECTION 1-1

SCALE: 1/4"=1'-0"2

ELECTRICAL PARTIAL BASEMENT PLAN - EL 55.33

SCALE: 1/4"=1'-0"3

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2023 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

FI

LE

N

AM

E:

P

:\0

\0

4\

D W

G s\

E- El ec \0

-S H

E8

-W N

.d w g\ E-

L

AS

T

ED

IT

/0

4/

:1

3:

G

IN

: f ch en

1433 ROUTE 34

SUITE A4

WALL, NJ 07727

PHONE: (848) 206-2626

SIGNATURE DATE

SHEET OF

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

PUMP STATION

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

12/07/2023

MTK

FFC

FRED F. CHEN, P.E.

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE05295000

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

1. PROVIDE NEW CIRCUIT BREAKER IN EXISTING MCC COMPARTMENT. NEW CIRCUIT BREAKER

SHALL MATCH EXISTING MCC ELECTRICAL CHARACTERISTICS (I.E. MANUFACTURER, VOLTAGE,

AIC RATING, ETC.). REFER TO DETAIL #3 ON THIS DWG. FOR EXISTING MCC INFORMATION. THE

NEW CIRCUIT BREAKER IN MCC SHALL BE A COMPLETE PACKAGE INCLUDING THE BREAKER,

CONNECTION KIT, PLATE, AND COVER.

2. PROVIDE CONDUIT AND CABLE SEAL WITHIN 18-INCH OF REMOTE ACTUATOR CONTROL STATION.

SEAL FITTING SHALL BE U.L. LISTED FOR CLASS 1, DIVISION 1 HAZARDOUS AREA. CONTRACTOR

SHALL INSTALL CONDUIT AND CABLE SEAL PER 2020 NEC ARTICLE 501. POWER AND CONTROL

SIGNAL WIRES SHALL BE IN DIFFERENT CONDUITS.

3. CONTRACTOR IS BEING MADE AWARE OF THE FACT THAT THE LENGTH OF REQUIRED 'POTTED'

CABLE FOR BOTH POWER AND CONTROL FOR EACH OF THE THREE (3) REMOTE ACTUATOR

CONTROL STATIONS IS 25 FEET. REFER TO PARAGRAPH 2.6.D.8 OF SPECIFICATION SECTION

11100. REFER TO DWG. M-001 FOR CONTROL DIAGRAM.

4. PROVIDE TWO (2) JUNCTION BOXES (1 - POWER, 1 - CONTROL) PER SLIDE / SLUICE GATE MOTOR

AND FUSED WIRES RATED FOR SUBMERSIBLE AND EXPLOSION-PROOF ENVIRONMENT IN

("POTTED WHIP"). TYPICAL FOR 3 MOTORS.

WIRE AND CONDUIT SCHEDULE

TAG NO. WIRES CONDUIT FROM

P01 3#3 AWG, 1#8 AWG GND.

P02A

P02

TO

EXISTING MCC-1A

REMARKS

1-1/2"C PANEL P1

P03

VENDOR PROVIDED CABLE ("POTTED")

REMOTE ACTUATOR

CONTROL STATION SG-11-1/2"C

SLIDE GATE ACTUATOR SG-1 VIA

JUNCTION BOX ("POTTED" CABLE)

P03A

C01 3/4"C CONTROLS

C02A 1-1/2"C CONTROLS

480V

480V

NOTES:

1. ALL WIRES SHALL BE 600V RATED, XHHW-2, COPPER UNLESS NOTED OTHERWISE.

2. ALL CONDUITS SHALL BE PVC COATED RIGID METAL CONDUIT.

3. POWER AND CONTROL SIGNAL WIRES SHALL BE IN DIFFERENT CONDUITS.

3/4"C REMOTE ACTUATOR CONTROL

STATION SG-13#12 AWG, 1#12 AWG GND. PANEL P1

REMOTE ACTUATOR

CONTROL STATION SG-21-1/2"C

480V

480V

3/4"C

REMOTE ACTUATOR CONTROL

STATION SG-23#12 AWG, 1#12 AWG GND. PANEL P1

REMOTE ACTUATOR

CONTROL STATION SG-1

REMOTE ACTUATOR

CONTROL STATION SG-2

480V 3

9 10

E-801

ELECTRICAL

ONE-LINE DIAGRAM

AND SCHEDULES

PANEL P1

480/277V, 3-PH, 4W, 100A MBK, 65 KAIC, 42-POLE, NEMA 1 ENCLOSURE (SEE PANEL SCHEDULE FOR ALL BRANCH BREAKERS)

100A

(E)

EXISTING MCC-1A

480/277V, 3-PH, 4W, 1200A, 65 KAIC, GE 8000 LINE MCC

100A

P01

20A

P02

20A

1/2

SLIDE GATE

ACTUATOR

SG-1

P02A / C01A

CP

(V)

P03

1/2

SLIDE GATE

ACTUATOR

SG-2

P03A / C02A

DISCONNECT

SWITCH

480V/30A/3P

NEMA 4X SS

ONE LINE DIAGRAM LEGEND

EXISTING

NEW WORK

S2 S

ELECTRICAL - ONE LINE DIAGRAM - EXISTING AND NEW

NO SCALE1

20A

P04

1/2

SLUICE GATE

ACTUATOR

P04A / C03A

S

PANEL P1 SCHEDULE

P04 480V3/4"C3#12 AWG, 1#12 AWG GND. PANEL P1

P04A

REMOTE ACTUATOR

CONTROL STATION,

SLUICE GATE

1-1/2"C 480V 3

C03 3/4"C CONTROLS

CP

(V)

CP

(V)

20A

SPARE

(TYP. FOR 5)

MCC-1A MCC-1B

MCC-1A

MAIN

BREAKER 1200A

AUTOMATIC

TRANSFER

SWITCH

(ASCO 7000 SERIES)

EXISTING

CONCRETE

PAD

MCC-1A AND MCC-1B FRONT ELEVATION - EXISTING AND NEW

NOT TO SCALE3

POWER

RECEPT.

LTG. PANELS

A&B

ODOR

CONTROL

SYSTEM

FAN

FLOW

SERVE

VALVE

HYDRAULIC

COMMUNITOR

#1

BLOWER

#1

FEEDER A

VARIABLE

SPEED

CONTROL

PANEL

1200A BUS, MCB, 480/277V, 3-PHASE, 4-WIRE, 60 HZ, GENERAL ELECTRIC 8000 LINE MCC

SEAL

WATER

PUMP #1

MAIN

BREAKER FOR ATS

1200A

MCC-1B

MAIN

BREAKER

SEAL

WATER

PUMP #2

SPACE

BLOWER #2

FEEDER B

VARIABLE

SPEED

CONTROL

PANEL

ELEVATOR

CTRL. PNL.

POWER

RECEPT.

DISTR.

PANEL

OPERATIONS

BUILDING

HYDRAULIC

COMMUNITOR

#2

S S S

REMOTE ACTUATOR

CONTROL STATION

DISCONNECT

SWITCH

480V/30A/3P

NEMA 4X SS

REMOTE ACTUATOR

CONTROL STATION

P02 P03 P04

P02 P03 P04

DISCONNECT

SWITCH

480V/30A/3P

NEMA 4X SS

REMOTE ACTUATOR

CONTROL STATION

P02 / C01 P03 / C02 P04 / C03

J J J

2 2

3 3 3

4 4 4

VENDOR PROVIDED CABLE ("POTTED")

VENDOR PROVIDED CABLE ("POTTED")

12#14 AWG, 1#14 AWG GND.

VENDOR PROVIDED CABLE ("POTTED")

SLIDE GATE ACTUATOR SG-2 VIA

JUNCTION BOX ("POTTED" CABLE)

SLUICE GATE ACTUATOR VIA

JUNCTION BOX ("POTTED" CABLE)

SLIDE GATE ACTUATOR SG-1 VIA

JUNCTION BOX ("POTTED" CABLE)

SLIDE GATE ACTUATOR SG-2 VIA

JUNCTION BOX ("POTTED" CABLE)

SLUICE GATE ACTUATOR VIA

JUNCTION BOX ("POTTED" CABLE)

REMOTE ACTUATOR

CONTROL STATION,

SLUICE GATE

REMOTE ACTUATOR

CONTROL STATION, SLUICE GATE

XP XP XP

C01A 1-1/2"C CONTROLS

REMOTE ACTUATOR

CONTROL STATION SG-1 3VENDOR PROVIDED CABLE ("POTTED")

SLIDE GATE ACTUATOR SG-1 VIA

JUNCTION BOX ("POTTED" CABLE)

C02 3/4"C CONTROLS

REMOTE ACTUATOR

CONTROL STATION SG-2

VENDOR PROVIDED CABLE ("POTTED")

SLIDE GATE ACTUATOR SG-2 VIA

JUNCTION BOX ("POTTED" CABLE)

C03A 1-1/2"C CONTROLS 3

SLUICE GATE ACTUATOR VIA

JUNCTION BOX ("POTTED" CABLE)

REMOTE ACTUATOR

CONTROL STATION,

SLUICE GATE

12#14 AWG, 1#14 AWG GND.

12#14 AWG, 1#14 AWG GND.

2 2 2

ODOR

CONTROL

SYS EF-9

1CORE DRILLED WALL/FLOOR OPENING

NOT TO SCALE

PIPE SLEEVE

2.

1.

NOTE:

BLOCK WALL

BARRIER PUTTY

REMOVABLE FORM

INSTALL SLEEVES THAT ARE LARGE ENOUGH TO PROVIDE 1/4" ANNULAR

CLEAR SPACE BETWEEN CONDUIT OR CONDUIT INSULATION.

FOR PENETRATIONS THROUGH EXISTING BLOCK OR CONCRETE WALL,

CORE DRILL HOLE FOR CONDUIT. INSERT AND SEAL SLEEVE WITH CAULK

OR MORTAR CEMENT.

ELECTRICAL CONDUIT

CONDUIT PENETRATION THROUGH

NOT TO SCALE

2 WALL DETAIL

GROUND LUG

3 NOT TO SCALE

RACEWAY EQUIPMENT GROUNDING SYSTEM

2 3/4"

3 1/8"

(TYPICAL)

1 1/2"

NOTES:

1. REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE REQUIREMENTS.

FACE SHALL BE DARK-GRAY, ENGRAVED LETTERS SHALL BE WHITE.

3. SECURE NAMEPLATE TO SURFACES WITH (2) FLAT HEAD BRASS SCREWS OR RIVETS.

ADHESIVE CEMENT SHALL NOT BE ALLOWED.

PANEL #-LP-#

2. NAMEPLATE TO BE 1/16" THICK DARK GRAY PLASTIC WITH WHITE CENTER LAMINATION.

5/32" DIA. HOLE

1/2" LETTERS

3/4"

FED FROM #-PP-#

TYPICAL NAMEPLATE DETAIL

NOT TO SCALE4

LIGHTING/POWER

PANELBOARD

DISTRIBUTION

PANELBOARD

GROUNDING

BUSHING

BRANCH CIRCUIT

CONDUITS

FEEDER CONDUITS

SERVICE ENTRANCE

EQUIPMENT ENCLOSURE

SYSTEM GROUNDING

ELECTRODE CONDUCTOR

(BUILDING GROUND)

WALL / FLOOR

PRESSURE PLATE

BOLT

ELASTOMERIC SEAL ELEMENT

LS MODEL (C, L, S-316, O, OS-316, T)

CORE DRILLED HOLE

KINDORF SUPPORT DETAIL

NOT TO SCALE5

EXISTING KINDORF

SUPPORT STRUCTURE

EXISTING CHANNEL

GRINDER MOTOR

ACTUATOR CONTROL

STATION

EXISTING

DISCONNECT

SWITCH

EXISTING CHANNEL

GRINDER MOTOR

ACTUATOR CONTROL

STATION

EXISTING

DISCONNECT

SWITCH

SG-1 MOTOR

ACTUATOR CONTROL

STATION

PROVIDE ADDITIONAL

TYPE 316 SS KINDORF SUPPORT

STRUCTURE TO SUPPORT NEW

CONTROL PANELS AND

DISCONNECT SWITCHES AS

REQUIREDSG-2 MOTOR

ACTUATOR CONTROL

STATION SLUICE GATE MOTOR

ACTUATOR CONTROL STATION

FINISHED FLOOR

INCOMING

480V

POWER

INCOMING

480V

POWER

INCOMING

480V

POWER

S S

POWER (TYP.)

CONTROL (TYP.)

S S S S

DOWN TO

SLIDE GATE

(SG-1)

DOWN TO

SLIDE GATE

(SG-2)

DOWN TO

SLUICE GATE

FINISHED CEILING

S S

FIRESTOPPING MATERIAL

(MIN. 3-HOUR FIRE RATED),

ASTM E814 AND U.L. 1479

HILTI OR APPROVED EQUAL

S

DISCONNECT

SWITCH (TYP.)

PAULUS, SOKOLOWSKI

AND SARTOR, LLC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28032700

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND

SARTOR, LLC. OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT

DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO

NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT

AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR

REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT

THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR, LLC. IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE

DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN,

CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2023 PAULUS, SOKOLOWSKI AND SARTOR, LLC. - ALL RIGHTS RESERVED.

SHEET NO.

PROJECT NO.:

CLIENT

PROJECT

DATE:

DRAWN BY:

CHECKED BY:SCALE:

SHEET TITLE

ORIENTATION / KEY PLAN

REV. /

ISSUE

CONSULTANT

DATE DESCRIPTION

FI

LE

N

AM

E:

P

:\0

\0

4\

D W

G s\

E- El ec \0

-S H

E9

-W N

.d w g\ E-

L

AS

T

ED

IT

/0

4/

:1

4:

G

IN

: f ch en

1433 ROUTE 34

SUITE A4

WALL, NJ 07727

PHONE: (848) 206-2626

SIGNATURE DATE

SHEET OF

MRRSA CONTRACT 72:

SLIDE GATE REPLACEMENT

AT UPPER MANASQUAN

PUMP STATION

FARMINGDALE, MONMOUTH COUNTY, NEW JERSEY

06617.0004

AS SHOWN

12/07/2023

MTK

FFC

FRED F. CHEN, P.E.

PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE05295000

MANASQUAN RIVER

REGIONAL SEWERAGE

AUTHORITY

10 10

E-901

ELECTRICAL

DETAILS