1-PUMP STATION NO. 4 MODIFICATIONS PLANS.pdf

PUMP STATION NO. 4 MODIFICATIONS

OCTOBER, 2026

MONTOUR TOWNSHIP

BOARD OF SUPERVISORS

COLUMBIA COUNTY, PENNSYLVANIA

PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID C-1.00

COVER SHEET

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PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID C-1.01

SITE PLAN

PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID C-9.10

DETAILS

IN

D

IAN

H

EAD

C

AM

PG

R O

U N

D

S AC

C

ESS R

O

AD

READING STREET

VALVE

VAULT

WET

WELL

LADDER

METER ASSEMBLY

MAIN DISCONNECT

AUTOMATIC

TRANSFER SWITCH

PANEL MDP

PUMP

CONTROL

PANEL

P

1A 10

P

1D10

1M10

LS

1J10

LS

1L 10

LS

1H 10

LS

1G10

LS

P-01

DISC

1B6

P-02

DISC

1E 6

JUNCTION

BOX 'JB-1'1P

EMERGENCY

GENERATOR

IN

D

IAN

H

EAD

C

AM

PG

R O

U N

D

S AC

C

ESS R

O

AD

READING STREET

VALVE

VAULT

WET

WELL

DEMOLITION KEYNOTES-

EXISTING SERVICE ENTRANCE EQUIPMENT, PUMP CONTROL PANEL, FLOATS

AND PUMPS SHALL REMAIN IN SERVICE DURING CONSTRUCTION. LID

PENETRATIONS SHALL BE ABANDONED, AND EXISTING WETWELL SIDE

PENETRATIONS EXCAVATED, CLEANED, AND PUT BACK IN SERVICE FOR

CONSTRUCTION PERIOD. BACKBOARD AND CONTROL PANEL SHALL BE

TEMPORARILY RELOCATED AND SUPPORTED AS REQUIRED.

A. FOLLOWING COMMISSIONING OF NEW PUMPING EQUIPMENT, AND

DISCONNECTION OF EXISTING PPL SECONDARY SERVICE - EXISTING

EQUIPMENT RACK, AND ALL EQUIPMENT, CONDUCTORS, AND RACEWAYS

SHALL BE DISCONNECTED AND REMOVED. RESTORE ABANDONED

SURFACES TO MATCH ADJACENT.

B. COORDINATE WITH INSTALLATION AND COMMISSIONING OF NEW

PUMPING EQUIPMENT, AND DISCONNECT AND REMOVE ABANDONED

RISER AND CONDUCTORS FROM EXISTING PPL RISER POLE.

C. SUITABLY CLOSE ABANDONED UNDERGROUND RACEWAYS, AND

ABANDON IN PLACE.

SHEET KEYNOTES-

1. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL

PROJECT REQUIREMENTS

2. REFER TO SHEET 1 FOR MASTER DRAWING INDEX AND FACILITY ID

LEGEND

3. REFER TO SHEET 2 FOR ELECTRICAL SYMBOLS & ABBREVIATIONS.

GENERAL SHEET NOTES

NOTES:

1. COORDINATE W/APPROPRIATE EQUIPMENT MANUFACTURER BEFORE

CONNECTING COMPONENT

2. S.T.P = SHIELDED TWISTED PAIR

3. V.S.C. = VENDOR PROVIDED CABLE

4. #14AWG = #14 AWG, THHN INSULATED COPPER CONDUCTORS

5. ALL ANALOG WIRING SHALL BE INSTALLED IN RGS CONDUIT

1A P-01 P-01 DISC. V.S.C. 1 N/A

1B P-01 DISC. JB-1 14AWG 3 3/4"

1D P-02 P-02 DISC. V.S.C. 1 N/A

1E P-02 DISC. JB-1 14AWG 3 3/4"

1G LS-1 JB-1 V.S.C. 1 N/A

1H LS-2 JB-1 V.S.C. 1 N/A

1J LS-3 JB-1 V.S.C. 1 N/A

1L LS-4 JB-1 V.S.C. 1 N/A

1M LS-5 JB-1 V.S.C. 1 N/A

1P JB-1 PCP 14AWG 20 1"

* = EXPOSED RACEWAY ONLY, 1 INCH MINIMUM EMBEDDED SIZE. SIZE

SHOWN IS MINIMUM FOR SINGLE CIRCUIT. CIRCUITS OF LIKE NOISE

LEVEL MAY BE COMBINED.

** = INTRINSICALLY SAFE WIRING MUST BE HOUSED IN SEPARATE RACEWAY

PER NEC.

DATA/CONTROL SCHEDULE

KEYNOTE FROM TO CABLE No. OF RACEWAY

TYPE CABLES SIZE *

1. & 2. = SEE TEMPLATES

3. SERVICE ENTRANCE, POWER, AND INTERCONNECTING WIRING FOR THIS

EQUIPMENT NOT SHOWN FOR DRAWING CLARITY. REFER TO SHEET

E-601 FOR WIRING TO DISTRIBUTION AND CONTROL EQUIPMENT. REFER

TO DETAILS #3 & #4, SHEET E-501 FOR RACK CONSTRUCTION AND

MOUNTING SPECIFICS.

4. INSTALL FREE-STANDING, VENDOR-FURNISHED CONTROL PANEL 'PCP' IN

APPROXIMATE LOCATION SHOWN. TERMINATE POWER AND CONTROL

CIRCUITRY SHOWN IN PUMP CONTROL PANEL 'PCP' CONTROL PANEL

PER EQUIPMENT MANUFACTURER'S INSTRUCTIONS.

5. PROVIDE APPROPRIATELY-SIZED, NEMA 4X STAINLESS JUNCTION BOX

FOR TRANSITION OF VENDOR-FURNISHED FLOAT SWITCH CABLE AND

PUMP PROTECTION CONDUCTORS FROM PUMP CABLES, TO BUILDING

WIRE FOR RUN BACK TO CONTROL PANEL 'PCP'. PROVIDE

APPROPRIATELY-RATED CGB FITTINGS FOR VENDOR-FURNISHED

CABLES, AND SEAL BUILDING WIRE AT JUNCTION BOX. REFER TO SHEET

KEYNOTE #8.

6. PROVIDE 3P/60A, NON-FUSIBLE DISCONNECT SWITCHES FOR LOCAL

LOCK-OUT OF SUBMERSIBLE PUMPS, PER SHEET E-601.

VENDOR-PROVIDED SUBMERSIBLE CABLE SHALL TRANSITION TO

BUILDING WIRE WITHIN SWITCH FOR RUN BACK TO CONTROL PANEL

'PCP'. PROVIDE APPROPRIATELY-RATED CGB FITTING FOR

VENDOR-FURNISHED CABLE. REFER TO SHEET KEYNOTE #8.

7. PROVIDE AIR-GAP RACK BOX ASSEMBLY TO SUIT DISCONNECT

SWITCHES AND TERMINAL BOX, IN APPROXIMATE LOCATION SHOWN.

REFER TO SHEET E-501, DETAIL #1 FOR SUGGESTED ARRANGEMENT.

8. SUGGESTED ROUTING OF UNDERGROUND CONDUIT. FIELD

CONDITIONS, AND UNDERGROUND FACILITIES SHALL GOVERN FINAL

LOCATIONS. PROVIDE EMBEDDED RACEWAY PER DETAIL #2, ON SHEET

E-501. REFER TO TEMPLATES THIS SHEET FOR SUGGESTED DUCTBANK

ARRANGEMENTS.

9. PROVIDE 40 KW DIESEL FIRED, EMERGENCY GENERATOR, WITH

SUB-BASE FUEL TANK PER SHEET E-601, IN APPROXIMATE LOCATION

SHOWN. REFER TO FOUNDATION DETAIL ON DRAWING E-501.

10. ROUTE VENDOR-PROVIDED CABLE FROM SUBMERSIBLE EQUIPMENT TO

WETWELL LID PENETRATION, AND AIR-GAP ASSEMBLY. PROVIDE

APPROPRIATE STRAIN-RELIEFS, AND ANTI-CHAFE BUSHINGS AT

SLEEVES.

11. POLE MOUNTED FLOOD LIGHTING FIXTURE, TYPE AS SPECIFIED ON

LIGHTING SCHEDULE, SHEET E-501. CONNECT TO CIRCUIT SHOWN ON

SHEET E-601.

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

PUMP STATION PLAN

4' 8'2'0

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

PUMP STATION DEMO PLAN

8' 16'4'0

C

B

A

C = UNDERGROUND SCHEDULE 40 PVC RACEWAY CONTAINING

STATUS/CONTROL WIRING, MINIMUM DEPTH - 24"

P3 = UNDERGROUND SCHEDULE 40 PVC RACEWAY CONTAINING

3-PHASE POWER WIRING. REFER TO DRAWING E-601 FOR

SIZES AND QUANTITIES, MINIMUM DEPTH - 24"

P1 = UNDERGROUND SCHEDULE 40 PVC RACEWAY CONTAINING

SINGLE-PHASE POWER WIRING. REFER TO DRAWING

E-602 FOR SIZES AND QUANTITIES, MINIMUM DEPTH - 24"

SP = SPARE SCHEDULE 40 PVC CONDUIT - MINIMUM DEPTH - 24"

BOTTOM NUMBER DENOTES RACEWAY SIZE IN INCHES.

CONDUIT TEMPLATES ARE SHOWN TO SUGGEST DUCTBANK

ARRANGEMENTS ONLY. FIELD CONDITIONS SHALL GOVERN ACTUAL

ARRANGEMENT OF UNDERGROUND CONDUIT RUNS.

CENTERLINE-TO-CENTERLINE, AND CENTERLINE-TO-EDGE DIMENSIONS ARE

MINIMUMS, AND ARE TYPICAL WHERE SHOWN.

REFER TO TRENCH AND DUCTBANK DETAILS ON SHEET E-501.

CONDUIT BUBBLE

NOMENCLATURE:

TEMPLATE NOTE

SCALE: none

TEMPLATE 2

SCALE: none

TEMPLATE 1

6" 7 1/2"

P3

SP

19 1/2"

6"

12"

6" 7 1/2"

P3

C

19 1/2"

6"

19 1/2"

SP

7 1/2"

C

A

PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID E-101

ELECTRICAL - EXISTING (DEMO) &

PROPOSED PLANS

UTILITY

METER

BASE

200A

FUSED

DISC

AUTO.

XFER

SWITCH

-DIST-

PANEL

HOT-DIP GALV. UNISTRUT

(TYP)

HSS 3 x 3 x 1/4

(TYP.)

-GENERATOR STRUCTURE TOP OF CONCRETE-

1/ 4"

C

AP

P L.

(T

YP

8'-10" CENTER/CENTER POSTS

NOTE: FULLY WELD ENTIRE ELECTRICAL RACK ASSEMBLY.

3/ 4"

BA

SE

P L.

(T

YP

8" (T

YP

-P O

ST

H

SS

x x

/4 W

/ 1 /4

" C

AP

P L.

-P O

ST

H

SS

x x

/4 W

/ 1 /4

" C

AP

P L.

1' -0

(R

EF

3' -3

1'

-6

1' -6

3/ 4"

6' -5

/4

BASE PLATE BP-1.

FOR DETAIL,

REFER TO

(TYP.)

1/4" GUSSET

PL's. (TYP.)

E-501

BASE PL. 3/4" x 10" x 0'-10" W/

(4) 13/16"Ø HOLES FOR

3/4"Ø HILTI HVU STAINLESS

STEEL ADHESIVE ANCHORS.

(6 5/8" MIN. EMBEDMENT).

POST HSS 4 x 4 x 1/4.

TYP.

1/4

5"

3 1/2" 3 1/2"

5"

10"

BASE PL.

CL BASE PL. & POST.

1/

2"

BA

SE

P L.

P

O

ST

5"

BA

SE

P L.

5"

1/

2"

C L

NOTES: 1.) PROVIDE (4) 1/4" x 3" x 0'-8" GUSSET PLATES TO BOTTOM

OF POST. FULLY WELD TO BASE PLATE AND POST.

2.) PROVIDE (1/4") CAP PLATE TO TOP OF POST.

1. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL

PROJECT REQUIREMENTS

2. REFER TO SHEET 1 FOR MASTER DRAWING INDEX AND FACILITY ID LEGEND

3. REFER TO SHEET 2 FOR ELECTRICAL SYMBOLS & ABBREVIATIONS.

GENERAL NOTES

GENERAL ELECTRICAL NOTES

1. ALL BRANCH CIRCUIT WIRING SHALL BE 2#12 & 1#12 GRD., 3/4" CONDUIT,

UNLESS NOTED OTHERWISE (PROVIDED SEPARATE NEUTRALS AND

SEPARATE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR

ALL FEEDER AND BRANCH CIRCUITS). TERMINATE EACH GROUNDING

CONDUCTOR ON A GROUNDING LUG, BUS, OR BUSHING. ALL BRANCH

CIRCUIT WIRING IS SHOWN DIAGRAMMATIC. CONTRACTOR SHALL

COORDINATE ACTUAL CIRCUIT ROUTING WITH OTHER TRADES AND

BUILDING CONSTRUCTION.

2. ALL NEW WIRING SHALL BE ROUTED IN RACEWAY. PROVIDE PULL BOXES

AT LOCATIONS NEEDED, AND ADEQUATELY SIZED AS REQUIRED FOR THE

EQUIPMENT SERVED.

3. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL EQUIPMENT/DEVICE

REQUIREMENTS FOR EQUIPMENT PROVIDED. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL ASSOCIATED EQUIPMENT & TERMINATIONS TO

EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

4. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED, AND

SHALL MEET THE REQUIREMENTS OF BOTH THE NATIONAL ELECTRICAL

CODE (NEC 2017, ARTICLE 250), AND THE EQUIPMENT/SYSTEM

MANUFACTURER'S REQUIREMENTS FOR TYPES, SIZES, AND QUANTITIES OF

EQUIPMENT GROUNDING CONDUCTORS, EXCEPT WHERE SPECIFIC TYPES,

LARGER SIZES, OR MORE CONDUCTORS THAN REQUIRED BY NEC ARE

INDICATED.

5. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND EXISTING CONDITIONS

PRIOR TO THE START OF THE WORK, NOTIFY THE ENGINEER OF ANY

SIGNIFICANT CHANGES IN DIMENSIONS AND CONDITIONS.

6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, EQUIPMENT,

AND NECESSARY FACILITIES, AND PERFORM ALL LABOR AND SERVICES OF

EVERY DESCRIPTION AS MAY BE NECESSARY TO COMPLETE THE SCOPE

OF THE WORK DEFINED IN THE CONTRACT DOCUMENTS.

7. FABRICATE AND INSTALL ALL WORK IN STRICT ACCORDANCE WITH THE

NATIONAL ELECTRICAL CODE (NEC 2017), THE NATIONAL ELECTRICAL

SAFETY CODE (NESC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA),

INTERNATIONAL BUILDING CODE (IBC2015), AMERICANS WITH DISABILITIES

ACT (ADA), NECA STANDARD OF INSTALLATION, OSHA, ALL APPLICABLE

STATE AND LOCAL CODES, GENERAL CONDITIONS AND SUPPLEMENTAL

TERMS OF THE CONTRACT. ALL EQUIPMENT SHALL BE UNDERWRITERS

LABORATORIES (U.L.) LISTED FOR ITS APPLICATION WHERE SUCH ITEMS

ARE REQUIRED.

8. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR

THE PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH

OTHER TRADES, MEANS AND METHODS OF CONSTRUCTION, AND SAFETY

AND SECURITY WHILE ON SITE.

9. PROTECT EXISTING PROPERTY DURING CONSTRUCTION. REPAIR OR

REPLACE, WITHOUT ADDITIONAL CHARGE TO THE OWNER, ANY EXISTING

WORK DAMAGED DURING THE COURSE OF CONSTRUCTION.

10. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO

CONVEY, IN A GENERAL WAY, THE SCOPE OF THE WORK. THEY ARE NOT

INTENDED TO ILLUSTRATE ALL CONDITIONS WHICH MAY BE ENCOUNTERED

AT THE SITE.

11. UNDERGROUND RACEWAYS SHALL BE SCHEDULE 40 PVC, UNLESS

OTHERWISE NOTED. UNDERGROUND RACEWAYS SHALL TRANSITION TO

RIGID GALVANIZED STEEL PRIOR TO EMERGING FROM THE GROUND. ALL

EXPOSED RACEWAYS SHALL BE RIGID GALVANIZED STEEL.

12. EQUIPMENT LOCATIONS AS DESIGNATED ON THE ELECTRICAL PLANS ARE

DIAGRAMMATIC. FINAL LOCATIONS SHALL BE DETERMINED BY FIELD

CONDITIONS.

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

JUNCTION BOX ASSEMBLY

TYPICAL AIR GAP

12"

PIPING SHOWN FOR

REFERENCE ONLY

EXIST. SOIL

4" - COMPACTED 2A

AGGREGATE

OR 6" - TOPSOIL & SEED

6"

4'-0" MIN.

3'-0"

3" WARNING

METAL TAPE (TYP.)

EDGE OF

EXISTING GRADE

SELECT

BACKFILL

SAND,

LIMESTONE

DUST OR

CONCRETE

CONDUIT, QUANTITY,

AND SIZES AS REQUIRED

FINISH SURFACE TO MATCH

EXISTING CONDITIONS.

NOTE: TYPICAL TRENCH FOR

CONDUITS FOR POWER,

CONTROL AND SIGNAL WIRING.

CLEAN COMPACTED

EARTH FILL

6"

6"

6"

7 1/2"

7 1/2" 12"

18" 12" 12"

SCALE:2 NONE

TRENCH DETAIL

TYPICAL

LB FITTING (TYP.)

NEW NEMA 4X

TERMINAL BOX

CABLE SEAL (TYP.)

CROUSE-HINDS #CGB, OR

APPROVED EQUIVALENT

BOLT UNISTRUT

TO CONCRETE BUSHED SLEEVE. (TYP)

WET WELL COVER

INSTALL CABLES ACCESSIBLE FROM HATCH

WITHOUT ENTERING WET WELL

SIDE SECTION

1. CONTRACTOR TO SMOOTH AND DEBURR ALL

ROUGH METAL EDGES.

NOTE`:

FRONT VIEW

CONDUIT FROM GENERATOR

FOUNDATION AREA

3/8" S.S. OPEN EYE BOLT

S.S. KELLEMS TYPE CABLE GRIP

PUMP POWER CORD

FLOAT SWITCH CORDS

ROUND HOLE STOCK (ALUMINUM

3003H14)-.125" THICK 1/4" DIAMETER,

40% OPEN AREA WITH MARGIN (TYP.)

PUMP DISCONNECT

SWITCH (TYP.)

SCALE:3 1/2" = 1'-0".

EQUIPMENT RACK ELEVATION

0 2' 4'1'

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

BASE PLATE BP-1 DETAIL

0 1' 2'6"

NOTE

NOTES

MOUNTING LEGEND

NOTESCATALOG NUMBERTYPE MANUFACTURER LAMPS MTG. VOLT GENERAL DESCRIPTION

C = CEILING

CA = CABLE

P = POLE

PE = PENDANT

S = SURFACE

W = WALL

ALL FIXTURE AND MATERIAL SUBSTITUTIONS REQUIRE SUBMISSION AND REVIEW BY ENGINEER.

1. MOUNT (2) FIXTURES, 180° APART, ON 2" RGS CONDUIT POLE, SUCH THAT BOTTOM/FIXTURE IS 8'-0" ABOVE FINISHED SURFACE.

A

SCALE:5 NONE

LUMINAIRE SCHEDULE

WALKWAY FLOOD120P 5INCLUDEDRFL3-40-4K-W-UNV-K-DBSHUBBELL

PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID E-501

ELECTRICAL - CONST DETAILS,

GENERAL NOTES, & SCHEDULE

SHEET KEYNOTES-

c

SCALE:2 NONE

PUMP STATION PROPOSED ONE LINE DIAGRAM

1. COORDINATE WITH PPL TO SWITCH EXISTING AERIAL

SERVICE OVER TO NEW RISER, AT SUCH TIME AS NEW

SYSTEM IS READY FOR COMMISSIONING. PROVIDE

GROUNDING, AND EQUIPMENT PER PPL SPECIFICATIONS

AND SKETCHES. CONTACT PPL TO SCHEDULE

SWITCHOVER @ 1.800.342.5775. REFER TO SHEET E-701

FOR PHYSICAL SERVICE LOCATION, AND E-101 FOR PLAN

INFORMATION.

2. PROVIDE SURGE PROTECTION DEVICE, CONNECTED TO

MDP AS SHOWN. EQUIPMENT SHALL BE AS

MANUFACTURED BY EATON, MODEL #SPD 250 240H 2 P,

OR APPROVED EQUIVALENT.

3. UTILITY'S RISER POLE, WITH UTILITY-OWNED PRIMARY

CONDUCTORS INSTALLED, TERMINATED, AND ENERGIZED

BY UTILITY. PROVIDE UTILITY-APPROVED RISER, AND

SUNLIGHT-RESISTANT CABLES w/ 3-FEET OF COILED

SPOIL FOR UTILITY'S TERMINATION TO AERIAL

SECONDARY.

4. PROVIDE 40kW, 120/240V, THREE-PHASE, DIESEL-FIRED

STANDBY GENERATOR, LOCATED IN THE APPROXIMATE

AREA SHOWN ON SHEET E-101. ACCEPTABLE EQUIPMENT

SHALL BE COMPLIANT WITH APPLICABLE SPEC SECTION,

AND INCLUDE AN INTEGRAL SUB-BASE FUEL TANK,

CAPABLE OF SUPPORTING THE MACHINE FOR 24-HOURS,

AT 100% RATED LOAD.

5. SPARE RACEWAYS SHALL BE EQUIPPED WITH

PULLSTRINGS, AND APPROPRIATELY CAPPED 6 INCHES

ABOVE GRADE OR SLAB.

6. PROVIDE NEMA 3R, 3P/200A, FUSIBLE,

SERVICE-ENTRANCE RATED DISCONNECT SWITCH,

MOUNTED ON EQUIPMENT RACK AS SHOWN ON SHEET

E-101, AND CONNECTED PER THIS SHEET. PROVIDE (3)

200A FUSES INSTALLED, AND REMIT (3) 200A FUSES

(LOOSE, PACKAGED) TO OWNER, FOR HIS USE AS

SPARES.

7. PROVIDE UTILITY APPROVED, SELF-CONTAINED METER

BASE. METER SHALL BE PROVIDED BY UTILITY.

8. CONNECT SERVICE ENTRANCE EQUIPMENT TO GROUND

PER UTILITY, AND NEC ARTICLE 250 REQUIREMENTS.

9. PROVIDE NEMA 3R, 3P/200A, AUTOMATIC TRANSFER

SWITCH, MOUNTED ON EQUIPMENT RACK SHOWN ON

SHEET E-101, AND CONNECTED PER THIS SHEET. REFER

TO APPROPRIATE SPECIFICATION SECTION FOR MORE

DETAIL.

10. PROVIDE 200A, COPPER-BUSSED, NEMA 3R, 240/120V,

THREE-PHASE, CIRCUIT BREAKER DISTRIBUTION PANEL

PER APPROPRIATE SPECIFICATION SECTION,

CONFIGURED AS SHOWN. APPROXIMATE LOCATION OF

EQUIPMENT SHOWN ON SHEET E-101.

12. INSTALL PUMP CONTROL PANEL FURNISHED BY PUMP

VENDOR. CONNECT LINE AND LOAD SIDE POWER WIRING

PER MANUFACTURERS REQUIREMNTS. REFER TO SHEET

E-101 FOR CONTROL WIRING DATA.

13. INSTALL VENDOR-PROVIDED SUBMERSIBLE PUMP CABLE,

FROM PUMP TO TOPSIDE SWITCH, ON AIR-GAP TERMINAL

BOX RACK. REFER TO SHEET E-101 FOR EQUIPMENT

LOCATION, AND DETAIL #1 ON SHEET E-501 FOR

ASSEMBLY SPECIFICS.

14. PROVIDE (3) NEW, NEMA 4X STAINLESS, 3P/30A

NON-FUSIBLE DISCONNECT SWITCHES FOR LOCAL

LOCK-OUT OF PUMP MOTORS.

MAIN

DISCONNECT

SWITCH

AUTO.

TRANSFER

SWITCH

8a b b

1. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL

ELECTRICAL PROJECT REQUIREMENTS

2. REFER TO SHEET 1 FOR MASTER DRAWING INDEX AND

FACILITY ID LEGEND

3. REFER TO SHEET 2 FOR ELECTRICAL SYMBOLS &

ABBREVIATIONS.

GENERAL NOTES

PANEL SCHEDULE "P1"

CKT # LOAD DESCRIPTION

FEEDER

GRD COND. AMPS POLE

WATTS PER PHASE

POLE AMPS COND. GRD

FEEDER

LOAD DESCRIPTION CKT #

QTY SIZE A B C A B C SIZE QTY

1 PUMP CONTROL PANEL 3 2 8 1 1/4" 100 3 6100 0 3 30 3/4" 10 10 3 SURGE SUPRESSOR 2

3 - - - - - - 6100 0 - - - - - - 4

5 - - - - - - 6100 0 - - - - - - 6

7 PLATFORM RECEPTACLE 2 12 12 3/4" 20 1 180 100 1 20 3/4" 12 12 2 GENERATOR BATTERY CHARGER 8

9 ///////////////////////////////////////// - - - - - - - - - - - - - - ///////////////////////////////////////// 10

11 SPARE - - - - 20 1 0 2000 1 25 3/4" 10 10 2 GENERATOR BLOCK HEATER 12

13 SPARE - - - - 20 1 0 0 1 20 - - - - SPARE 14

15 ///////////////////////////////////////// - - - - - - - - - - - - - - ///////////////////////////////////////// 16

17 0 100 1 20 3/4" 12 12 2 PLATFORM LIGHTING 18

19 0 0 1 20 - - - - SPARE 20

21 ///////////////////////////////////////// - - - - - - - - - - - - - - ///////////////////////////////////////// 22

23 0 0 24

25 0 0 26

27 ///////////////////////////////////////// - - - - - - - - - - - - - - ///////////////////////////////////////// 28

29 0 0 30

TOTAL KILOWATTS PER PHASE 6280 6100 6100 100 0 2100

TOTAL A Ø WATTS 6380 TOTAL A Ø AMPS 53 VOLTAGE: 120/ 240V 3Ø, 4W LOCATION: PUMP STATION

INTERIOR

NOTES: COPPER BUS, BOLT ON BREAKERS

TOTAL B Ø WATTS 6100 TOTAL B Ø AMPS 51 AMPACITY: 100A MAIN BREAKER: 200A

TOTAL C Ø WATTS 8200 TOTAL C Ø AMPS 68 AIC RATING: T.B.D. MOUNTING: SURFACE

TOTAL 3 Ø WATTS 20680 TOTAL 3 Ø AMPS 57

REMARKS: ** USE 90°C WIRE ONLY, *** USE 'D' RATED BREAKER

PROVIDE WARNING LABEL "WARNING POTENTIAL ARC-FLASH HAZARDS EXIST WHILE WORKING ON THIS ENERGIZED EQUIPMENT. 240 VOLT, OPEN DELTA SERVICE. NO SINGLE-POLE

BREAKER SHALL BE CONNECTED TO 'B' PHASE.

CONDUCTOR SIZE KEY

a. PROVIDE (4) #3/0 & (1) #4 GRD, 4"C.

b. PROVIDE (4) #3/0 & (1) #4 GRD, 2"C.

c. PROVIDE (3) #10 & (1) #10 GRD, 3/4" C.

d. VENDOR PROVIDED CABLE ASSEMBLY

A kWH kWH

METER

BASE BY

CONTRACTOR,

METER BY

UTILITY

7.5

PUMP

P1 c

PUMP

P2

13 d 13 d

7.5

PUMP

CONTROL

PANEL

PANEL

'P1'

G

40kW DIESEL GENSET

W/SUB-BASE FUEL TANK

3P/150A c c

SCALE:1 NONE

PUMP STATION DEMOLITION ONE LINE DIAGRAM

b b

DEMOLITION KEYNOTES-

A. COORDINATE WITH INSTALLATION AND COMMISSIONING

OF NEW PUMPING EQUIPMENT, AND DISCONNECT AND

REMOVE ABANDONED RISER FROM EXISTING PPL RISER

POLE.

B. FOLLOWING COMMISSIONING OF NEW PUMPING

EQUIPMENT, AND REMOVAL OF EXISTING PPL

SECONDARY SERVICE (REFER TO KEYNOTE 'A', ABOVE),

EXISTING EQUIPMENT RACK, AND ALL EQUIPMENT,

CONDUCTORS, AND RACEWAYS SHALL BE

DISCONNECTED AND REMOVED. RESTORE ABANDONED

SURFACES TO MATCH ADJACENT.

10 12

4-FOOT

RISER

ASSEMBLY

4-FOOT

RISER

ASSEMBLY

B

B

B

B

B

B B

PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID E-601

ELECTRICAL - EXISTING (DEMO),

P&ID, & PANEL SCHEDULE

ELECTRICAL LEGENDELECTRICAL SPECIFICATIONS

CONDENSED ELECTRICAL TECHNICAL SPECIFICATIONS:

16.1 GENERAL DESCRIPTION

1. PLANS AND SPECIFICATIONS

A. THE PLANS AND SPECIFICATIONS ARE CONTRACT BID

DOCUMENTS, AND ARE FOR THE PURPOSE OF ILLUSTRATING THE

GENERAL CHARACTER AND SCOPE OF WORK FOR CONTRACTORS

TO PREPARE A BID PROPOSAL. THE PLANS ARE NOT SHOP

DRAWINGS AND DO NOT DISMISS THE CONTRACTOR FROM THE

RESPONSIBILITY OF PREPARING FABRICATION AND INSTALLATION

SHOP DRAWINGS, NOR DO THEY RELIEVE THE CONTRACTOR

FROM THE RESPONSIBILITY OF COORDINATING WITH THE WORK

OF OTHER TRADES AND THE BUILDING STRUCTURE.

2. SUBMITTALS

A. COORDINATION: COORDINATE PREPARATION AND PROCESSING

OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION

ACTIVITIES. TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN

ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTION

ACTIVITIES TO AVOID DELAY.

B. SUBMITTAL PREPARATION: PLACE A PERMANENT LABEL OR TITLE

BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. INDICATE THE

NAME OF THE ENTITY THAT PREPARED EACH SUBMITTAL ON THE

LABEL OR TITLE BLOCK.

C. COLLECT PRODUCT DATA INTO A SINGLE SUBMITTAL FOR EACH

ELEMENT OF CONSTRUCTION OR SYSTEM. PRODUCT DATA

INCLUDES PRINTED INFORMATION, SUCH AS MANUFACTURER'S

INSTALLATION INSTRUCTIONS, CATALOG CUTS, STANDARD

COLOR CHARTS, ROUGHING-IN DIAGRAMS AND TEMPLATES,

STANDARD WIRING DIAGRAMS, AND PERFORMANCE CURVES.

WHERE PRODUCT DATA MUST BE SPECIALLY PREPARED

BECAUSE STANDARD PRINTED DATA IS NOT SUITABLE FOR USE,

SUBMIT AS "SHOP DRAWINGS." SUBMIT PRODUCT DATA FOR THE

FOLLOWING:

1) LUMINAIRES

2) PANELBOARDS

3) WIRE AND CABLE

4) CONDUIT/RACEWAYS

5) TRANSFORMER

6) GENERATOR

7) TRANSFER SWITCH

D. SUBMIT OPERATION AND MAINTENANCE DATA FOR EACH TYPE OF

PRODUCT SPECIFIED IN 1) TO 7) ABOVE FOR INCLUSION IN AN

OPERATION AND MAINTENANCE MANUAL.

E. RECORD DRAWINGS: SUBMIT TWO COPIES OF AS-BUILT

DRAWINGS.

3. WARRANTY

A. THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE, IN

WRITING, ALL WORK, ARTICLES, APPLIANCES, MATERIALS,

EQUIPMENT, AND WORKMANSHIP FURNISHED, INSTALLED, OR

SUPPLIED UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR

FROM THE DATE OF ACCEPTANCE BY THE OWNER.

B. THE CONTRACTOR SHALL ADJUST, REPAIR, OR REPLACE ANY

DEFECTIVE PART OF THE SYSTEM WITHOUT COST TO THE

OWNER.

4. CODES AND STANDARDS

A. PROVIDE EQUIPMENT AND INSTALLATION IN ACCORDANCE WITH

THIS SPECIFICATION AND APPLICABLE REQUIREMENTS OF THE

FOLLOWING:

a. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

b. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

c. AMERICANS WITH DISABILITIES ACT (PUBLIC LAW 101-336)

d. AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

e. NATIONAL ELECTRICAL CODE (NEC)

f. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

g. UNDERWRITERS LABORATORIES INC. (UL)

h. NATIONAL FIRE PROTECTION ASSOCIATION: NATIONAL FIRE

CODES (NFPA)

i. BUILDING OFFICIALS' AND CODE ADMINISTRATORS

INTERNATIONAL, INC. (BOCA), 1996 EDITION

j. PENNSYLVANIA DEPARTMENT OF LABOR AND INDUSTRY FIRE

AND PANIC REGULATIONS

k. ALL LOCAL CODES AND ORDINANCES

B. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, LICENSES, AND

APPROVALS WITH THE DEPARTMENTS HAVING JURISDICTION, PAY

ALL CHARGES AND FEES, FILE ALL NECESSARY PLANS, AND GIVE

ALL NOTICES NECESSARY AND INCIDENT TO DO THE LAWFUL

PROSECUTION OF THE WORK. CONTRACTOR SHALL OBTAIN AND

FURNISH TO THE OWNER ALL CERTIFICATES FOR WORK FOR

WHICH CERTIFICATES ARE REQUIRED. THE CONTRACTOR SHALL

PAY FOR ALL STATE, COUNTY, BOROUGH, AND TOWNSHIP FEES,

PERMITS, LICENSES, LAWS, AND/OR OTHER FEES WHICH MAY BE

REQUIRED IN THE PERFORMANCE OF HIS CONTRACT AND NOT

OTHERWISE PROVIDED FOR.

16.2 CONDUIT

1. SHEET METAL BOXES SHALL BE NEMA TYPE 1 GALVANIZED STEEL

ENCLOSURE WITH SCREW COVER.

2. CONDUIT SIZE SHALL BE 3/4", MINIMUM. WHERE SIZE IS NOT SHOWN

ON THE DRAWING, INSTALL 3/4" CONDUIT UNLESS RECOMMENDED

OTHERWISE BY THE EQUIPMENT MANUFACTURER.

3. LISTING AND LABELING: METAL CONDUITS, TUBING, AND FITTINGS

SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A

QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION

AND APPLICATION.

4. GALVANIZED STEEL RIGID CONDUIT SHALL COMPLY WITH ANSI C80.1

AND UL 6, AND SHALL BE USED FOR ALL AREAS.

5. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL EMPLOY PVC JACKET,

COMPLY WITH UL 360, AND SHALL BE INSTALLED FOR FINAL

CONNECTION TO EQUIPMENT AND INSTRUMENTATION.

6. SUPPORT CONDUIT AT DISTANCES NOT EXCEEDING NEC

RECOMMENDATIONS FOR SPECIFIC CONDUIT TYPES INSTALLED.

7. CONDUIT ENTRY TO ENCLOSURES, PULL BOXES, OR EQUIPMENT

SHALL BE VIA CONDUIT HUB - LISTED FOR INSTALLATION WITH

RACEWAY SYSTEM. DOUBLE LOCKNUTS ARE NOT SUITABLE FOR

RACEWAY ENTRANCES.

16.3 WIRE AND CABLE

BUILDING WIRE

A. FEEDERS AND BRANCH CIRCUITS: COPPER, STRANDED

CONDUCTOR, 600 VOLT INSULATION, TYPE THWN, COMPLYING

WITH UL 83.

B. INSTRUMENTATION WIRING SHALL BE SHIELDED/STRANDED

COPPER PAIRS TWISTED TOGETHER HAVING A TINNED COPPER

DRAIN WIRE AND OVERALL PVC THE CABLES SHALL BE RATED

FOR 600 VOLTS AND 90 DEGREES C.

C. ALL WIRING SHALL BE INSTALLED IN RACEWAY.

2. WIRING CONNECTIONS AND TERMINATIONS

A. SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES.

B. USE SOLDERLESS PRESSURE CONNECTORS WITH INSULATING

COVERS FOR STRANDED TO STRANDED WIRE AND INSULATED

SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR SOLID TO

STRANDED AND SOLID TO SOLID COPPER WIRE SPLICES AND

TAPS, NO. 8 AWG AND SMALLER.

C. TAPE UNINSULATED CONDUCTORS AND CONNECTORS WITH

ELECTRICAL TAPE TO 150 PERCENT OF THE INSULATION VALUE

OF THE CONDUCTOR.

3. WIRE/CABLE IDENTIFICATION

A. LABEL EACH WIRE AT ALL TERMINATION POINTS.

B. THE FOLLOWING COLOR CODING SHALL BE USED THROUGHOUT:

120/240V - 3 PHASE:

PHASE A - BLACK

PHASE B - RED

PHASE C - BLUE

NEUTRAL - WHITE

GROUND - GREEN

4. CABLE TESTING

A. ALL NEW CABLES, INCLUDING ALL TERMINATIONS SHALL BE

TESTED AFTER INSTALLATION, AND PRIOR TO BEING ENERGIZED.

B. CABLE TEST SHALL CONSIST OF A CONDUCTOR CONTINUITY TEST

FOR ALL CABLES 600 VOLTS AND BELOW.

C. TORQUE TEST ALL CONDUCTOR TERMINATIONS AND

CONNECTIONS TO CABLE AND EQUIPMENT PER

MANUFACTURER'S SPECIFICATIONS.

D. CORRECT MALFUNCTIONING PRODUCTS AT SITE, WHERE

POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE;

OTHERWISE, REMOVE AND REPLACE WITH NEW AND RETEST.

6. APPLICATIONS

A. CONCEALED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAYS,

OR MC CABLE IN ACCORDANCE WITH NEC REQUIREMENTS.

B. EXPOSED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAYS.

C. EXTERIOR LOCATIONS: BUILDING WIRE IN RACEWAYS (RIGID

GALVANIZED STEEL CONDUIT).

16.4 PANELBOARDS

1. BASIS OF DESIGN: EATON. ACCEPTABLE ALTERNATES: SCHNEIDER

(SQUARE-D), OR ENGINEER APPROVED EQUAL.

2. BUS STRUCTURE AND MAIN LUGS AS SHOWN ON ONE-LINE DIAGRAM

AND PANEL SCHEDULE.

3. CIRCUIT BREAKERS SHALL BE BOLT-ON, THERMAL-MAGNETIC,

MOLDED CASE CIRCUIT BREAKERS. BREAKERS SHALL BE 1, 2, OR 3

POLES WITH AN INTEGRAL CROSSBAR TO ASSUME SIMULTANEOUS

OPENING OF ALL POLES IN MULTIPLE POLE CIRCUIT BREAKERS.

CIRCUIT BREAKERS SERVING MECHANICAL LOADS SHALL BE UL

LISTED TYPE HACR.

4. SHORT CIRCUIT RATING SHALL BE MINIMUM 10,000 RMS SYMMETRICAL

AMPERES @ 120/240V.

5. BRANCH CIRCUIT PANELBOARDS SHALL BE LISTED BY

UNDERWRITER'S LABORATORIES AND SHALL BEAR THE UL LABEL.

6. CIRCUIT BREAKERS PROVIDED FOR EXISTING PANELBOARDS SHALL

BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MEET THE

SHORT CIRCUIT RATING OF THE EXISTING PANELBOARD.

16.5 BOXES

1. PROVIDE ELECTRICAL BOXES AS REQUIRED FOR SPLICES, TAPS, EASE

OF WIRE PULLING, EQUIPMENT CONNECTIONS, AND CODE

COMPLIANCE, WHETHER OR NOT SPECIFICALLY SHOWN ON THE

DRAWINGS. VERIFY AND COORDINATE THE LOCATION OF ALL BOXES

AND OUTLETS WITH OTHER TRADES.

2. POLYMER CONCRETE SECTIONAL, OPEN BOTTOM BOX FOR

EMBEDMENT, LISTED FOR USE AS A SPLICE BOX, PULL BOX,

EQUIPMENT ENCLOSURE. STACKABLE FOR INCREASED DEPTH.

STRAIGHT SIDES FOR EASY ADJUSTMENT OF BOX TO GRADE.

3. EMBEDDED BOXES SHALL BE PROVIDED WITH A MINIMUM ANSI TIER 5,

BOLT-DOWN LID.

16.6 LIGHTING

1. PROVIDE LIGHTING LUMINAIRES AND ASSOCIATED CONTROLS AS

INDICATED ON THE CONTRACT DRAWINGS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAINING OWNER'S

PERSONNEL FOR OPERATION AND MAINTENANCE OF ALL LUMINAIRES

AND ASSOCIATED CONTROLS PROVIDED AS PART OF THIS PROJECT.

3. AFTER INSTALLING LUMINAIRES, SWITCHES, AND ACCESSORIES, AND

AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, TEST UNITS TO

CONFIRM PROPER OPERATION.

16.7 SECONDARY GROUNDING

1. ELECTRICAL GROUNDING SYSTEM SHALL FULLY COMPLY WITH THE

REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE - ARTICLE 250.

2. CONNECT ALL NONCURRENT CARRYING METAL PARTS SUCH AS

METAL CONDUITS, RACEWAYS, OUTLET BOXES, CABINETS,

SUPPORTS, AND SIMILAR PARTS OF ALL ELECTRICAL EQUIPMENT AND

APPARATUS TO THE GROUNDING SYSTEM.

3. EQUIPMENT GROUNDING CONDUCTORS: COMPLY WITH NEC ARTICLE

250 FOR TYPES, SIZES, AND QUANTITIES OF EQUIPMENT GROUNDING

CONDUCTORS, EXCEPT WHERE SPECIFIC TYPES, LARGER SIZES, OR

MORE CONDUCTORS THAN REQUIRED BY NEC ARE INDICATED.

4. PROVIDE A SEPARATE, GREEN INSULATED EQUIPMENT GROUNDING

CONDUCTOR FOR ALL FEEDER AND BRANCH CIRCUITS. TERMINATE

EACH ON A GROUNDING LUG, BUS, OR BUSHING.

16.8 ELECTRICAL IDENTIFICATION

1. ALL WIRE AND CABLE SHALL BE MARKED. POWER CABLES SHALL BE

COLOR CODED AS NOTED IN PARAGRAPH 16.3.3.B. CONTROL AND

INSTRUMENTATION WIRE SHALL BE NUMBERED AT BOTH ENDS.

2. ENGRAVED THREE-LAYER LAMINATED PLASTIC, BLACK LETTERS ON A

WHITE BACKGROUND.

3. PROVIDE NAMEPLATES TO IDENTIFY ALL ELECTRICAL DISTRIBUTION

AND CONTROL EQUIPMENT, AND LOADS SERVED. PANELBOARDS

SHALL HAVE PANEL NAME, AMPERAGE, AND VOLTAGE PROVIDED ON

FRONT COVER OF PANEL. PANELS SHALL BE PROVIDED WITH TYPED

CIRCUIT DIRECTORIES IDENTIFYING ALL LOADS SERVED.

4. PROVIDE SELF-ADHESIVE WARNING LABELS, FACTORY PRINTED,

MULTICOLOR, CONFIGURED FOR DISPLAY ON FRONT COVER, DOOR

OR OTHER ACCESS TO EQUIPMENT. WARNING LABELS AND SIGNS

SHALL INCLUDE THE FOLLOWING LEGENDS:

A. EACH NEW PANELBOARD: "WARNING: POTENTIAL ARC-FLASH

HAZARDS EXIST WHILE WORKING ON THIS ENERGIZED

EQUIPMENT".

B. WORKSPACE CLEARANCE: "WARNING: OSHA REGULATION - AREA

IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR

42 INCHES".

16.9 GENERATOR

1. BASIS OF DESIGN: MTU, A ROLLS ROYCE COMPANY. ACCEPTABLE

ALTERNATES: CUMMINS, KOHLER, OR ENGINEER APPROVED EQUAL.

2. PACKAGED DIESEL ENGINE GENERATOR SYSTEM SHALL INCLUDE

ENGINE GENERATOR, COOLING SYSTEM, FUEL SYSTEM, COMBUSTION

AIR INTAKE AND ENGINE EXHAUST SYSTEMS, STARTING SYSTEM,

WEATHERPROOF, CORROSION-RESISTANT ENCLOSURE, AND THE

FOLLOWING ADDITIONAL FEATURES:

3. BATTERY CHARGER

4. GENERATOR SET MAIN CIRCUIT BREAKER

5. ENGINE BLOCK HEATER

6. ENGINE EXHAUST PIPING.

7. SOUND LIMITING, WEATHERTIGHT ENCLOSURE.

8. RATINGS: 40 KW, 120/240 VAC, 3 PHASE, 60 Hz.

9. SERVICE CONDITIONS:

10. AMBIENT TEMPERATURE: 0°C TO PLUS 40°C.

11. RELATIVE HUMIDITY: 0 - 95%; ALTITUDE: SEA LEVEL TO 1450 FEET.

12. ENGINE: THE ENGINE SHALL BE 4 CYCLE, RADIATOR AND FAN

COOLED. THE HORSEPOWER RATING AT ITS MINIMUM TOLERANCE

LEVEL SHALL BE SUFFICIENT TO DRIVE THE ALTERNATOR AND ALL

CONNECTED ACCESSORIES.

13. SPEED GOVERNOR: MECHANICAL TYPE.

14. AC GENERATOR: SYNCHRONOUS, FOUR POLE, 2/3 PITCH, REVOLVING

FIELD, DRIP-PROOF CONSTRUCTION, SINGLE PRELUBRICATED

BEARING, AIR COOLED BY A DIRECT DRIVE CENTRIFUGAL BLOWER

FAN, AND DIRECTLY CONNECTED TO THE ENGINE WITH A SINGLE

FLEXIBLE DRIVE DISC.

15. THE GENERATOR SHALL BE CAPABLE OF DELIVERING RATED kW

OUTPUT AT RATED FREQUENCY AND POWER FACTOR, AT VOLTAGE

NOT MORE THAN 5% ABOVE OR BELOW RATED VOLTAGE.

16. COOLING SYSTEM: SKID MOUNTED RADIATORS RATED FOR FULL LOAD

OPERATION IN 104°F AMBIENT AS MEASURED AT THE GENERATOR AIR

INLET. RADIATOR SHALL BE BY 50/50 ETHYLENE GLYCOL/WATER

MIXTURE BY THE EQUIPMENT SUPPLIER.

17. ENGINE EXHAUST SYSTEM: MUFFLER: INDUSTRIAL TYPE, SIZED AS

RECOMMENDED BY THE ENGINE MANUFACTURER. CONNECTIONS

FROM ENGINE TO EXHAUST SYSTEM:

18. FLEXIBLE CONNECTIONS OF CORRUGATED STAINLESS STEEL PIPE.

CONNECTION FROM EXHAUST PIPE TO MUFFLER: STAINLESS STEEL

JOINTS WITH LINERS.

19. LUBRICATION SYSTEM: POSITIVE DISPLACEMENT, MECHANICAL, FULL

PRESSURE, LUBRICATION OIL PUMP. FULL FLOW LUBRICATION OIL

FILTERS WITH REPLACEABLE SPIN-ON CANISTER ELEMENTS AND

DIPSTICK OIL LEVEL INDICATORS.

20. STARTING AND CONTROL BATTERIES: STARTING BATTERY BANK

CALCIUM/LEAD ANTIMONY TYPE, 12 VDC, SIZED AS RECOMMENDED BY

THE GENERATOR MANUFACTURER.

21. BATTERY CABLES: SIZED AS RECOMMENDED BY THE GENERATOR

MANUFACTURER.

22. DOUBLE-WALL SUB-BASE FUEL TANK, OF SUFFICIENT CAPACITY TO

SUPPORT 24-HOURS RUN TIME AT 100% LOAD..

23. BATTERY CHARGER: UL LISTED 10 AMP VOLTAGE REGULATED

BATTERY CHARGER EQUIPPED WITH FLOAT, TAPER, AND EQUALIZE

CHARGE SETTINGS. THE CHARGER SHALL BE PROVIDED WITH

OPERATIONAL MONITOR INDICATING: LOSS OF POWER, LOW BATTERY

VOLTAGE, HIGH BATTERY VOLTAGE, AND WITH ANALOG DC

VOLTMETER, AMMETER, 12 HOUR EQUALIZE CHARGE TIMER AND

AC/DC FUSES.

24. CONTROL AND MONITORING: CONTROL PANEL MOUNTED ON THE

GENERATOR SET (WITHIN GENERATOR ENCLOSURE) WITH WITH

STANDARD FEATURES AND METERING.

25. IN ADDITION, PROVISION SHALL BE MADE FOR A COMMON ALARM

CONTACT "GENERATOR TROUBLE".

26. GENERATOR MAIN CIRCUIT BREAKER: SET MOUNTED & WIRED; UL

LISTED, MOLDED CASE.

27. WATER JACKET HEATER: ENGINE MOUNTED, THERMOSTATICALLY

CONTROLLED, SIZED AS RECOMMENDED BY GENERATOR

MANUFACTURER.

16.10 AUTOMATIC TRANSFER SWITCH

1. BASIS OF DESIGN: ASCO, SERIES 300. ACCEPTABLE ALTERNATES:

EATON, OR ENGINEER APPROVED EQUAL

2. TRANSFER SWITCH COMPLETE WITH ACCESSORIES SHALL BE UL

LISTED.

3. ENCLOSURE NEMA RATING AS SHOWN ON DRAWINGS.

4. SOLID STATE CONTROLS: REPETATIVE ACCURACY OF ALL SETTINGS

PLUS OR BETTER OVER AN OPERATING TEMPERATURE RANGE OF

MINUS 20°C TO 70°C.

5. TRANSFER SWITCH FEATURES:

6. ADJUSTABLE VOLTAGE SENSING FOR EACH PHASE; (PICK-UP

85%-100%;

7. DROP-OUT 75%-88%). FACTORY SET FOR PICK-UP AT 90% AND

DROP-OUT AT 85%.

8. ADJUSTABLE TIME DELAY OVERRIDE OF NORMAL SOURCE (0-3

SECONDS), FACTORY SET AT 1 SECOND.

9. VOLTAGE/FREQUENCY LOCKOUT RELAY (PICK-UP 85%-100%):

FACTORY SET AT 95%.

10. ADJUSTABLE RETRANSFER TIME DELAY (0-30 MINUTES); FACTORY SET

AT 10 MINUTES WITH AUTOMATIC DEFEAT OF THE DELAY UPON LOSS

OF VOLTAGE OR SUSTAINED UNDERVOLTAGE OF THE EMERGENCY

SOURCE, PROVIDED THE NORMAL SUPPLY HAS BEEN RESTORED.

11. IN-PHASE CONTROLS: FOR TRANSFER AND RETRANSFER OF MOTOR

LOADS.

12. TEST SWITCH AND SWITCH POSITION PILOT LIGHTS.

13. SOURCE AVAILABLE INDICATING LIGHTS.

14. ONE NORMALLY OPEN SPDT CONTACT FOR EACH OF ATS SWITCH

POSITIONS.

15. ENGINE STARTING AND SHUT-DOWN CONTACTS.

16. ENGINE-GENERATOR EXERCISER: SOLID STATE PROGRAMMABLE TIME

SWITCH WITH EXERCISE TRANSFER SELECTOR SWITCH, PUSH

BOTTON PROGRAMMING CONTROLS, AND INTEGRAL BATTERY

16.11 TESTING

1. AFTER ELECTRICAL INSTALLATION IS COMPLETE, MAKE TESTS TO

DEMONSTRATE THAT ENTIRE SYSTEM IS IN PROPER WORKING ORDER

AND IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. MAKE

NO TESTS LESS THAN OUTLINED HEREAFTER, UNLESS REQUESTED IN

WRITING AND APPROVED BY THE OWNER. TESTS ARE IN ADDITION TO

AND NOR A SUBSTITUTION FOR TESTS OF INDIVIDUAL ITEMS.

2. TESTING SHALL BE PER NETA ATS.

3. PAY ALL COSTS FOR TESTS, INCLUDING COSTS TO RETEST

OCCASIONED BY DEFECTS AND FAILURES OF EQUIPMENT TO MEET

SPECIFICATIONS.

A. REPLACE WIRING AND EQUIPMENT FOUND DEFECTIVE, OR

FAILING TO MEET SPECIFIED REQUIREMENTS, WITHOUT CHARGE,

UNLESS WRITTEN ACCEPTANCE FOR REPAIR IS GIVEN BY OWNER.

B. FURNISH THREE COPIES OF ALL TEST RESULTS TO OWNER.

4. CALIBRATION: FURNISH SUITABLE ELECTRICAL INSTRUMENTS,

INCLUDING VOLTMETERS, AMMETERS, WATTMETERS, AND ALL OTHER

EQUIPMENT NECESSARY TO PERFORM TESTS SPECIFIED. MAKE

NECESSARY OPENINGS IN CIRCUITS FOR TESTING INSTRUMENTS AND

PLACE AND CONNECT ALL INSTRUMENTS, EQUIPMENT, AND DEVICES,

NECESSARY FOR THE TESTS. UPON COMPLETION OF TESTS, REMOVE

INSTRUCTIONS AND INSTRUMENT CONNECTIONS AND RESTORE ALL

CIRCUITS TO PERMANENT CONDITION. CONDUCT TESTS IN PRESENCE

OF OWNER.

5. TESTS:

A. INSULATION RESISTANCE TESTS OF CIRCUITS, 600 VOLTS AND

BELOW:

B. DO NOT SUBJECT CONDUCTORS RATED 600 VOLTS AND BELOW

TO HIGH POTENTIAL DIELECTRIC TESTS. TEST COMPLETE

FEEDER AND BRANCH CIRCUIT OF 600 VOLTS OR BELOW WITH

EVERYTHING BUT POWER SUPPLY AND POWER-CONSUMING

EQUIPMENT, CONNECTED THERETO.

C. DETERMINE INSULATION RESISTANCE VALUES WITH ALL

SWITCHES AND OVERCURRENT DEVICES IN PLACE.

D. USE MEGOHMETER HAVING OUTPUT OF AT LEAST 500 VOLTS TO

DETERMINED INSULATION RESISTANCE VALUE FOR 600 VOLT

RATED CONDUCTORS.

E. ALL CABLES FAILING INSULATION TEST SHALL BE REMOVED,

REPLACED, AND RE-TESTED.

F. WHERE TESTS OF ANY OF THE ABOVE-REFERENCED EQUIPMENT

ARE INCLUDED IN OTHER SECTIONS OF SPECIFICATIONS,

COORDINATE TESTING, AS DIRECTED BY OWNER, TO AVOID

DUPLICATION AND CONFLICT BETWEEN TESTS.

G. PERFORM ABOVE TESTS IN ADDITION TO, AND NOT IN

SUBSTITUTION FOR REQUIRED MANUFACTURER'S FACTORY

TESTS.

5. OPERATING TESTS:

A. OPERATE CIRCUIT BREAKERS AND CONTROL DEVICES TO SHOW

CORRECT AND SATISFACTORY OPERATIONS.

B. WHERE TESTS OF ANY OF THE ABOVE-REFERENCED EQUIPMENT

ARE INCLUDED IN OTHER SECTIONS OF SPECIFICATIONS,

COORDINATE TESTING, AS DIRECTED BY OWNER, TO AVOID

DUPLICATION AND CONFLICT BETWEEN TESTS.

OL

G

MOTOR, HORSEPOWER AS INDICATED ON PLANS

EQUIPMENT DESIGNATION REFER TO GENERAL,

MECHANICAL & PLUMBING DRAWINGS FOR

SCHEDULES

FUSE

CIRCUIT BREAKER

FUSED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

PULL OUT DISCONNECT

TRANSFORMER

GENERATOR

GROUND

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

OVERLOAD RELAY

CONDUCTORS NOT CONNECTED

CONDUCTORS CONNECTED

DISTRIBUTION PANELBOARD, SWITCHBOARD OR

MOTOR CONTROL CENTER, SHOWN TO SCALE ON

PLANS

DISCONNECT SWITCH, TYPE AND SIZE AS INDICATED

ON DRAWINGS

LP1-14

NEW EXPOSED WIRING IN RACEWAY

NEW WIRING CONCEALED IN CEILING, WALL OR

UNDERGROUND

BRANCH CIRCUIT HOMERUN TO PANEL , NUMBER OF

ARROWS = NUMBER OF RACEWAYS. ALPHA-NUMERIC

DESIGNATION = PANEL - CIRCUIT #

CONDUIT TURNING DOWN

CONDUIT TURNING UP

JUNCTION BOX

PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID E-701

ELECTRICAL - CONDENSED

ELECTRICAL SPECIFICATIONS,

LEGEND & NOTES

18'-0" EMERGENCY GENERATOR PAD

16'-0" 1'-0"

WALL

1'-0"

WALL

-EMERGENCY GENERATOR-

'-0

" E M

ER

G

EN

C

Y G

EN

ER

AT

O

R P

AD

9' -0

1'

-0

W

AL

L

-ANCHOR EMERGENCY GENERATOR PER MANUFACTURERS RECOMMENDATIONS-

NOTES: 1.) REFER TO THE DRAWINGS FOR THE EMERGENCY GENERATOR ORIENTATION.

2.) CONTRACTOR SHALL VERIFY CONDUIT ENTRANCE LOCATION.

3.) REFER TO ELECTRICAL DRAWINGS FOR FINAL CONDUIT ARRANGEMENT.

4.) CONCRETE ENCASE CONDUITS UNDER GENERATOR FOUNDATION.

5.) CONTRACTOR SHALL VERIFY FINAL FOUNDATION SIZE WITH MANUFACTURER.

-HANDRAIL AND TOE PLATE (ALUMINUM) TYP. ALL AROUND PERIMETER (OUTBOARD)-

9" 9"

2'-6"

FOUNDATION

2'-6"

FOUNDATION

9"

9" 9"

2' -6

FO

U N

D

AT

IO

N

9" 9"

2' -6

FO

U N

D

AT

IO

N

A S-101

A S-101

OSHA COMPLIANT

-LADDER (ALUM.)-

7"

4'-3"

1' -0

W

AL

L

3/ 4"

C H

AM

FE

R

TY

P.

A

LL

E

XP

O

SE

D

-E D

G

ES

9"

ELECTRICAL EQUIPMENT RACK.

REFER TO DRAWING E501 FOR

CONTRUCTION DETAILS.

EXISTING

APPROX.

GRADE.

-FOUNDATION LINE(BEYOND)-

-EMERGENCY GENERATOR-

11'-0" EMERGENCY GENERATOR FOUNDATION

9'-0" 1'-0"

WALL

1'-0"

WALL

9" 9"

2'-6"

FOUNDATION

(CONT.) TYP.

(3) #5's EQ. SPA. (BOT.)

(TYP. ALL AROUND)

#6's @ 10 O.C. EACH WAY

(TYP. TOP & BOTTOM)

-BACKFILL-

COMPACTED PENNDOT 2A

COARSE AGGREGATE

(TYP.)

-COMPACTED SUBGRADE-

(TYP.)

TOP OF CONCRETE.

3/4" CHAMFER

(TYP.)

-COMPACTED SUBGRADE-

(TYP.)

5' -8

C

O N

C R

ET

E

W

AL

L 1'

-4

SL

AB

8' -0

" E M

ER

G

EN

C

Y G

EN

ER

AT

O

R F

O U

N D

AT

IO

N

#5 's

O

.C

(T

YP

. E

AC

H F

AC

E)

1' -0

FT

G

3" C

L.

(T

YP

3" C

L.

(T

YP

2" C L.

1 1/2" CL.

(TYP. EACH FACE)

#5's @ 10 O.C. (O.F.) BENT.

#5's @ 10 O.C. (I.F.)

(TYP. ALL AROUND). VERT.

#5 DOWELS @ 10 O.C. (BENT)

(TYP. EACH FACE).

TYP. ALL AROUND. (VERT).

2" x 4" KEYWAY.

(TYP. ALL AROUND).

2" x 4" KEYWAY.

(TYP. ALL AROUND).

NOTES:

1.) CONCRETE FOR FOUNDATION SHALL BE 4000 PSI.

2.) ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60.

3.) ANCHOR GENERATOR TO FOUNDATION PER MANUFACTURERS RECOMMENDATIONS.

EXISTING

GRADE

EL. 479.00

1' -9

(T

YP

1' -9

(T

YP

3' -6

(T

YP

HANDRAIL &

TOE PLATE.

(ALUMINUM)

(TYP. ALL

AROUND).

(3) #5's EQ. SPA. (BOT.)

(TYP. ALL AROUND)

2'-6"

FOUNDATION

(CONT.) TYP.

#5's @ 10 O.C.

(TYP. ALL AROUND).

(6") COMPACTED

PENNDOT 2A

COARSE AGGR.

ON WEED BARRIER

FABRIC OVER

COMP. SUBGRADE.

TYP. ALL AROUND,

ALL 4 SIDES.

4' -0

4'

-0

EL. 483.00

Scale:A 1/2" = 1'-0".

SECTION - EMERGENCY GENERATOR FOUNDATION

0 2' 4'1'

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

PLAN - EMERGENCY GENERATOR FOUNDATION

4'2'1'0

FULL TENSION

DEVELOPMENT

LAP SPLICES.

CORNER REBAR SIZE &

SPACING TO MATCH

WALL REINFORCING.

(TYP.)

90° HOOKS.

(INSIDE BARS).

Scale:2 NONE

DETAIL - TYP. CORNER BARS

1. IT IS REQUIRED THAT THE CONTRACTOR VISIT THE PROJECT SITE

PRIOR TO BIDDING TO BECOME FAMILIAR WITH THE BUILDING

STRUCTURE AND EXISTING CONDITIONS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS PRIOR TO THE START OF WORK. NOTIFY ENGINEER OF

ANY SIGNIFICANT CHANGES IN DIMENSIONS OR CONDITIONS.

3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS,

EQUIPMENT AND NECESSARY FACILITIES, AND PERFORM ALL LABOR

AND SERVICES OF EVERY DESCRIPTION AS MAY BE NECESSARY TO

COMPLETE THE SCOPE OF WORK DEFINED ON THE DRAWINGS.

4. CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS REQUIRED BY

LOCAL MUNICIPALITY.

5. FABRICATE AND INSTALL ALL WORK IN STRICT ACCORDANCE WITH

THE IBC, ALL APPLICABLE STATE AND LOCAL CODES, AND THE

REQUIREMENTS OF THE OWNER.

6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE

FOR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATING

WITH OTHER TRADES, MEANS AND METHODS OF CONSTRUCTION,

SAFETY AND SECURITY ON SITE.

7. PROTECT EXISTING PROPERTY DURING CONSTRUCTION. REPAIR OR

REPLACE, WITHOUT ADDITIONAL CHARGE TO THE OWNER, ANY

EXISTING WORK DAMAGED DURING THE COURSE OF CONSTRUCTION.

8. UNLESS ITEMS OF MATERIAL, EQUIPMENT OR WORK ARE

SPECIFICALLY NOTED TO BE PROVIDED OR FURNISHED BY OTHERS,

THEY SHALL BE PROVIDED UNDER THIS CONTRACT.

9. ALL WORK SHALL BE PERFORMED BY SKILLED WORKERS IN A

WORKMANLIKE AND PROFESSIONAL MANNER CONSISTENT WITH

INDUSTRY STANDARDS.

10. DURING THE CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REMOVAL OF ALL TRASH AND SOLID WASTE.

11. RELOCATE UTILITIES IN THE WORK AREA AS REQUIRED.

12. CONTRACTOR SHALL TEMPORARILY SUPPORT/SHORE EXISTING

CONSTRUCTION AS NEEDED.

13. CONTRACTOR SHALL DEWATER ALL EXCAVATIONS. MAINTAIN WATER

LEVEL TWO (2') FEET BELOW PROPOSED SUBGRADE ELEVATION.

PUMPS SHALL BE RUNNING (24) HOURS A DAY, (7) DAYS A WEEK.

14. CONTRACTOR TO PERFORM A PA ONE CALL.

15. CONTRACTOR RETAIN A PENNSYLVANIA LICENSED SURVEYOR TO

ENSURE THE FOUNDATION IS PLACED INSIDE OF ALL PROPERTY

BOUNDARIES, EASEMENTS, AND SETBACKS. CONTRACTOR'S

SURVEYOR SHALL PERFORM A BOUNDARY SURVEY.

GENERAL NOTES

5. BAR CHAIRS, HIGH CHAIRS, SUPPORT BARS AND ALL OTHER

ACCESSORIES SHALL BE PROVIDED IN ACCORDANCE WITH ACI AND

CRSI STANDARDS.

6. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY ON EACH

SIDE UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR

SHALL BRACE THE EXTERIOR PERIMETER WALLS UNTIL SUCH TIME

THE TOP SLAB HAS BEEN PLACED AND FULLY CURED FOR THE 28 DAY

STRENGTH OF 4000 PSI.

7. SIZE AND LOCATION OF ALL WALL AND FLOOR PENETRATIONS SHALL

BE VERIFIED BY THE CONTRACTOR REQUIRING THE OPENING PRIOR

TO PLACING OF CONCRETE.

8. CONTRACTOR SHALL PROVIDE LATERAL SUPPORT OF ALL CONCRETE

WALLS UNTIL SUPPORTING ELEMENTS HAVE BEEN INSTALLED.

9. ANCHOR BOLTS SHALL BE STAINLESS STEEL.

10. NON-SHRINK, NON-METALLIC GROUT TO HAVE A MINIMUM

COMPRESSIVE STRENGTH OF 5000 PSI.

11. ALL REINFORCING SPLICES SHALL BE IN ACCORDANCE WITH ACI 318.

12. CONTRACTOR TO TAKE 4 COMPRESSION TEST CYLINDERS FOR EACH

POUR. EACH SET OF CYLINDERS SHALL BE BROKEN AT 7 AND 28 DAYS

WITH ONE HELD IN RESERVE..

GENERAL STRUCTURAL NOTES

GENERAL STRUCTURAL NOTES

WELDING

1. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL

WELDING CODE" AWS D1.1, LATEST EDITION USING E70XX

ELECTRODES UNLESS SPECIFIC WELDING PROCEDURE REQUIRES

OTHERWISE.

2. PROPERLY PREPARE STEEL BEFORE WELDING NEW STEEL TO

EXISTING.

3. ALL WELDERS USED ON THIS PROJECT SHALL BE AWS CERTIFIED

WELDERS FOR THE TYPE OF WELDING BEING DONE.

STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL WORK SHALL CONFORM WITH THE AISC

SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS ADOPTED

JULY 07, 2016.

2. ALL PLATE STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. ALL

CUT AND EXPOSED EDGES SHALL BE GROUND SMOOTH.

3. TUBULAR STEEL SHALL CONFORM TO ASTM A500, GRADE B. ALL WELD

SEAMS MUST BE GROUND SMOOTH.

4. ALL CONNECTIONS SHALL BE WELDED.

5. ALL BASE PLATES & CAP PLATES SHALL BE WELDED TO THE COLUMNS.

6. CONTRACTOR SHALL PROVIDE LATERAL SUPPORT OF ALL STEEL

MEMBERS UNTIL SUPPORTING ELEMENTS HAVE BEEN INSTALLED.

7. ALL HIGH STRENGTH BOLTS TO BE IN ACCORDANCE WITH ASTM

A325N.

8. ALL STRUCTURAL STEEL SHALL BE CLEANED AND GALVANIZED.

AFTER INSTALLATION IS COMPLETE, GALVANIZE WITH REPAIR PAINT

THOSE AREAS WHICH NEED TO BE TOUCHED-UP. REMOVE LOOSE

MILL SCALE, LOOSE RUST OR OTHER FOREIGN MATTER PRIOR TO

GALVANIZING.

9. ALL EXTERIOR EQUIPMENT SUPPORTS SHALL BE HOT-DIPPED

GALVANIZED.

RAILING (HANDRAIL, MID-RAIL/GRAB BAR, AND TOE PLATE)

1. ALL HANDRAILS SHALL BE CONSTRUCTED PER THE 2018 IBC AND OSHA

STANDARDS. CONTRACTOR SHALL SUBMIT COMPLETE SHOP

DRAWINGS AND STRUCTURAL CALCULATIONS SEALED AND SIGNED BY

A REGISTERED PENNSYLVANIA PROFESSIONAL ENGINEER, DESIGNED

USING THE MOST STRINGENT LOADING REQUIREMENTS OF THE

CODES AND STANDARDS LISTED ABOVE.

2. HANDRAIL SHALL BE ALUMINUM, ROUND STRUCTURAL TUBING OR PIPE

CONFORMING TO ASTM B429 ALLOY 6063-T6 OR ASTM B221 ALLOY

6063-T5/T52 OR DRAWN TUBE CONFORMING TO ASTM B210 ALLOY

6063-T832, (1.9") INCHES O.D.

4. ALL TOE PLATES SHALL BE ALUMINUM CONFORMING TO ASTM B209

ALLOY 6061-T6.

5. ALL RAILINGS SHALL BE EITHER WELDED CONSTRUCTION (SMOOTH

ALL WELDS) OR CONCEALED MECHANICAL FASTENERS.

6. ANCHOR HANDRAIL ASSEMBLIES PER DETAILS USING S.S. BOLTS.

LADDER

1. PROVIDE ALUMINUM LADDER MANUFACTURED BY HALLIDAY TYPE LIB

ANCHORED WITH STAINLESS STEEL RODS AND EPOXY ADHESIVE. SIDE

RAILS SHALL EXTEND TO TOP OF RAILING.

FOUNDATION

1. CONTRACTOR TO RETAIN A PENNSYLVANIA LICENSED GEOTECHNICAL

ENGINEER, WHO SHALL VERIFY THAT THE SUBGRADE CAN SUPPORT

2000 PSF.

2. BACKFILL MATERIAL SHALL BE COMPACTED TO (100%) PERCENT OF

THE STANDARD PROCTOR MAXIMUM DRY DENSITY PER ASTM 0698.

CONCRETE

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-10 AND

318-14.

2. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 4000 PSI AT (28) DAYS, UNLESS NOTED OTHERWISE.

3. ALL REINFORCING BARS SHALL MEET THE REQUIREMENTS OF ASTM

A615, GRADE 60. DETAILING SHALL CONFORM TO ACI 315, LATEST

EDITION.

4. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS PER

ACI MANUAL OF STANDARD PRACTICE.

(CONT.)

NOTES:

1.) LAP LENGTHS PER ACI 318, GRADE "B".

2.) DECREASE SPLICE LENGTHS BY 30%

TO DETERMINE DEVELOPMENT LENGTHS.

FOR ALL NON-PRESTRESSED CONCRETE

REINFORCEMENT ON THE PROJECT

OTHER THAN THE VAULTS.

TOP BARS ARE DEFINED AS REINFORCEMENT

WITH MORE THAN (12") OF FRESH CONCRETE

PLACED BELOW HORIZONTAL REINFORCEMENT

(WALLS, SLABS, BEAMS, ETC.)

#4 2'-1" #5 2'-7" #6 3'-1"

#8 5'-2" #7 4'-6"

LAP SPLICE

-LENGTH-

#9 5'-10"

OTHER BARS

LAP LENGTH

-LAP SPLICE SCHEDULE-

#10 6'-5"

TOP BARS

LAP LENGTH ***

2'-8" 3'-4" 4'-0"

6'-8" 5'-10"

7'-6" 8'-4"

BAR SIZE:

PUMP STATION NO. 4

MODIFICATIONS

FOR

MONTOUR TWP BOARD

OF SUPERVISORS

LOCATED IN

COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED MES

MES

CJG

2026-10-21

2024-0786

CALL BEFORE YOU DIG!

LOCATION MAP

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE RD # 100

CAMP HILL, PA 17001

FOR BID S-101

EMERGENCY GENERATOR

FOUNDATION PLAN, SECTION,

DETAILS & NOTES