11-Attachment D SCTA Reading Unleaded Fuel and OWS Drawings.pdf

SITE DATA

1. MUNICIPALITY: CITY OF READING

2. COUNTY: BERKS COUNTY

3. EXISTING ZONING: M-C MANUFACTURING COMMERCIAL

4. TOTAL AREA OF SITE: 5.36 ACRES

5. TOTAL DISTURBED AREA: ~3,100.00 S.F.

6. THE PROPERTY SHOWN HEREON IS OWNED BY BARTA BERKS AREA READING TRANSPORTATION AUTH BY DEED DATED 01/01/1900, RECORDED AMONG THE LAND RECORDS OF BERKS COUNTY DEED BOOK 1702 PAGE 0047.

7. PARCEL ID: 17531721098735

8. THE LOCATION OF THE EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, AND DEPTH OF ANY EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER

OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK.

9. THE CONTRACTOR SHALL CALL "PENNSYLVANIA ONE CALL" AT (1-800-242-1776) THREE WORKING PRIOR TO

BEGINNING ANY WORK IN THE VICINITY OF EXISTING UTILITIES.

10. THE CONTRACTOR SHALL NOTE THAT IN CASE OF A DISCREPANCY BETWEEN THE SCALED AND FIGURED

DIMENSIONS SHOWN ON THESE PLANS, THE FIGURED DIMENSIONS SHALL GOVERN.

GENERAL NOTES

1. ALL DISTURBED AREAS TO BE RESTORED TO EXISTING CONDITIONS OR IN ACCORDANCE WITH DESIGN FOR NEW

WORK.

2. CONTRACTOR TO VERIFY EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.

3. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS.

APPLICABLE CODES AND STANDARDS

PENNSYLVANIA UNIFORM CONSTRUCTION CODE (UCC)

INTERNATIONAL BUILDING CODE 2018 (IBC)

INTERNATIONAL ENERGY CONSERVATION CODE 2018 (IBC)

INTERNATIONAL FIRE CODE 2018

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL PLUMBING CODE 2018

NATIONAL ELECTRIC CODE 2017 (NFPA 70)

NFPA 101 LIFE SAFETY CODE 2021

INTERNATIONAL EXISTING BUILDING CODE 2018

INTERNATIONAL FUEL GAS CODE 2018

2018 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE

2024 NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

2024 NFPA 30A CODE FOR MOTOR FUEL DISPENSING

FACILITIES AND REPAIR GARAGES

PROJECT DESCRIPTION

1. REMOVE (1) EXISTING 10,000 GALLON GASOLINE UNDERGROUND STORAGE TANK (UST) AND PIPING SYSTEM.

2. INSTALL ONE (1) NEW 10,000 GALLON GASOLINE ABOVEGROUND STORAGE TANK (AST) AND DISPENSER SYSTEM

WITH BELOW GROUND PIPING.

3. REPLACE ONE (1) 3,000 GALLON FLOW THROUGH OIL/WATER SEPARATOR (OWS) SYSTEM.

4. ALL WORK EXCEPT ELECTRICAL CONNECTIONS TO EXISTING EQUIPMENT WILL OCCUR OUTDOORS. NEW WORK ALSO INCLUDES INSTALLATION OF A NEW CONCRETE SUPPORT PAD FOR THE NEW AST, RELOCATION OF ONE (1) LIGHT POLE, AND PAVEMENT RESURFACING. ALL NEW CONSTRUCTION WILL BE IN ACCORDANCE WITH NFPA 30 AND 30A. ALL WORK TO OCCUR ON SCTA'S PROPERTY INSIDE THE EXISTING SECURITY FENCE.

SEQUENCE OF WORK

1. PERFORM SUBSURFACE UTILITY MARKOUT

2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.

3. INSTALL NEW CONCRETE PAD AND PREP FOR NEW AST. EXISTING GAS DISPENSERS STILL IN OPERATION.

4. INSTALL NEW AST AND ALL TANK TOP EQUIPMENT. EXISTING GAS DISPENSERS STILL IN OPERATION.

5. TAKE DISPENSERS OUT OF SERVICE AND INSTALL NEW PIPE TRENCH, NEW DISPENSERS AND ISLANDS, AND ELECTRIC. DRAIN, CLEAN AND TAKE EXISTING GASOLINE UST SYSTEM OUT OF SERVICE. REMOVE FUEL FROM THE UNDERGROUND TANK AND PIPING AND TAKE IT OUT OF SERVICE, BUT UST TO REMAIN TEMPORARILY IN THE

GROUND.

6. COMPLETE NEW GASOLINE AST AND DISPENSER SYSTEM AND OPEN FOR SERVICE.

7. REMOVE EXISTING GAS UST AND PIPING. BACKFILL AND STABILIZE PIPE TRENCH AREA TO MAINTAIN VEHICLE ACCESS TO A MINIMUM OF 2 MAINTENANCE BAYS AT ALL TIMES. GASOLINE UST EXCAVATION AND REMOVAL TO OCCUR AFTER PIPE TRENCH HAS BEEN RESTORED TO ALLOW ACCESS TO ALL NORTHERN MAINTENANCE BAYS.

THE UST EXCAVATION AREA TO BE STABILIZED AND VEHICLE ACCESS TO BAYS RESTORED WITHIN 1 WEEK OF

WORK IN THIS AREA IN ADVANCE OF PAVING.

8. REMOVE EXISTING OWS AND INSTALL NEW OWS AND PIPING CONNECTIONS.

9. REPAVE AND RESTORE SITE.

LEGEND

PROPERTY BOUNDARY

MAJOR CONTOUR

MINOR CONTOUR

EX. SIDEWALK

EX. EDGE OF PAVED ROAD

EX. WATER LINE

EX. FIRE HYDRANT

EX. BOLLARD

EX. STORM DRAIN PIPE

EX. STORM DRAIN MANHOLE

EX. STORM DRAIN INLET

EX. LIGHT FIXTURE

EX. BUILDING

LEGEND

VICINITY MAP

SCALE: 1"=2000'

SOUTH CENTRAL TRANSIT AUTHORITY

UNLEADED FUEL TANK AND OIL / WATER SEPARATOR REPLACEMENT PLAN

READING OPERATIONS CENTER

1701 N. 10TH STREET

READING, PA 19604

SHEET INDEX

SHEET NUMBER DESCRIPTION

C-1 COVER SHEET

C-2 EXISTING CONDITIONS PLAN

C-3 DEMOLITION PLAN

C-4 SITE PLAN

C-5 DETAILS

S-1 STRUCTURAL GENERAL NOTES

S-2 STRUCTURAL GENERAL PLANS, SECTIONS AND DETAILS

FM-0 MECHANICAL COVER SHEET

FM-1 MECHANICAL NEW WORK PLAN

FM-2 MECHANICAL TANK DETAILS

FM-3 MECHANICAL DETAILS I

FM-4 MECHANICAL DETAILS II

FE-0 ELECTRICAL COVER SHEET

FE-1 ELECTRICAL NEW WORK PLAN

FE-2 ELECTRICAL DETAILS I

FE-3 ELECTRICAL DETAILS II

SITE

DIAL 8-1-1 OR 1-800-242-1776 NOT LESS THAN 3

BUSINESS DAYS NOR MORE THAN 10 BUSINESS

DAYS PRIOR TO THE START OF EXCAVATION.

COORDINATE YOUR PROJECTS VIA

COORDINATE PA AT WWW.PAONECALL.ORG.

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

Fax: (410) 316-7868

WWW.KCI.COM

BID SET

C-1

COVER SHEET

seth.cheney Text Box

PROJECT #01-2026

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15' FRONT SETBACK

6' BUFFER

MERCEDES RONALD

1011 MOSS ST READING PA 19604-2213

PROPERTY ID/UPI: 17531721094836

LOCATION ADDRESS: 1722 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2017048285

DEED DATE: 20171228

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 2307

NET ACREAGE: ±1.39

A F HOLDING INC

PO BOX 15045 READING PA 19612-5045

PROPERTY ID/UPI: 17531721094597

LOCATION ADDRESS: 1700 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED # / DATE: 20261497 / 19000101

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 3326 NET ACREAGE: ±0.23

A F HOLDING INC

PO BOX 15045 READING PA 19612

PROPERTY ID/UPI: 17531721094698

LOCATION ADDRESS: 1712 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED # / DATE: 227120740 / 19960320

PROPERTY CLASS: INDUSTRIAL

LAND USE CODE: 3426

NET ACREAGE: ±0.30

BARTA BERKS AREA READING TRANSPORTATION AUTHORITY

10TH & EXETER STS READING, PA 19604 USA

PROPERTY ID/UPI: 17531721098735

LOCATION ADDRESS: 1701 N 10TH STREET

MUNICIPALITY: READING TAX DISTRICT: CITY OF READING

DEED # / DATE: 17020047 / 19000101

PROPERTY CLASS: EXEMPT LAND USE CODE: 9940

NET ACREAGE: ±5.36 (LOT ±230,400 SQ. FT.)

1-STORY CONCRETE BLOCK AND BRICK STRUCTURE

SANDRA J. WALTERS

PO BOX 14591 READING PA 19612

PROPERTY ID/UPI: 17531721096455

LOCATION ADDRESS: 1665 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2014005261

DEED DATE: 20140220

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 4241

NET ACREAGE: ±0.04

RODRIGUEZ BRYAN CASTILLO &

CASTILLO RAFAEL

4011 8TH AVE TEMPLE PA 19560

PROPERTY ID/UPI: 17531721097465

LOCATION: 1668 MULBERRY ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2018043957

DEED DATE: 20181221

PROPERTY CLASS: RESIDENTIAL

LAND USE CODE: 121A

NET ACREAGE: ±0.03

2 1/2 STORY BRICK/MASONRY

TUTTO MIO INC

96 COMMERCE DR # 153

WYOMISSING, PA 19610

PROPERTY ID/UPI: 17531721099401

LOCATION: 1639 MULBERRY ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2019042951

DEED DATE: 20191206

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 4101

NET ACREAGE: ±0.23

BEILER JOHN

3427 COMPASS RD GAP, PA 17527

PROPERTY ID/UPI: 17531721190434

LOCATION: 1632 N 11TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2022015354

DEED DATE: 20220412

PROPERTY CLASS: RESIDENTIAL

LAND USE CODE: 133

NET ACREAGE: ±0.09

2-STORY BRICK/MASONRY

EX. GATE BUTTON &

BOLLARD

VISITOR PARKING

SPACE (TYP OF 3)

EX. STOP SIGN

SIGN: NO PARKING OVER 5 TONS"

EX. TRANSF & ELECTRICAL

EQUIPMENT

FENCE 8' WROUGHT IRON

6' BUFFER

EXETER ST

BERN ST

N

0T H

S T

N

1T H

S T

UST OVERFILL

ALARM AND ESO

UNDERGROUND GASOLINE PIPING

AND ELECTRICAL CONDUIT TRENCH

U E

U E

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EU

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U E

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3,000 GALLON

OIL/WATER SEPARATOR

10,000 GALLON GASOLINE

UNDERGROUND TANK

N

( IN FEET )

1 inch = 30ft.

15 3030 60

EXISTING CONDITION PLAN NOTES

1. EXISTING FEATURES SHOWN ON THIS SITE PLAN WERE TAKEN FROM A SURVEY

PREPARED FOR THE BARTA BERKS AREA REGIONAL TRANSPORTATION

AUTHORITY "PARKING LOT IMPROVEMENTS / REFURBISHMENT AND SOLAR PANEL

CANOPY PROJECT #06-2024" DATED AUGUST 29TH, 2023.

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

Fax: (410) 316-7868

WWW.KCI.COM

BID SET

C-2

EXISTING

CONDITIONS

PLAN

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480.00'

6' B

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15' FRONT

SETBACK

15' FRONT SETBACK

6' BUFFER

MERCEDES RONALD

1011 MOSS ST READING PA 19604-2213

PROPERTY ID/UPI: 17531721094836

LOCATION ADDRESS: 1722 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2017048285

DEED DATE: 20171228

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 2307

NET ACREAGE: ±1.39

A F HOLDING INC

PO BOX 15045 READING PA 19612-5045

PROPERTY ID/UPI: 17531721094597

LOCATION ADDRESS: 1700 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED # / DATE: 20261497 / 19000101

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 3326 NET ACREAGE: ±0.23

A F HOLDING INC

PO BOX 15045 READING PA 19612

PROPERTY ID/UPI: 17531721094698

LOCATION ADDRESS: 1712 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED # / DATE: 227120740 / 19960320

PROPERTY CLASS: INDUSTRIAL

LAND USE CODE: 3426

NET ACREAGE: ±0.30

BARTA BERKS AREA READING TRANSPORTATION AUTHORITY

10TH & EXETER STS READING, PA 19604 USA

PROPERTY ID/UPI: 17531721098735

LOCATION ADDRESS: 1701 N 10TH STREET

MUNICIPALITY: READING TAX DISTRICT: CITY OF READING

DEED # / DATE: 17020047 / 19000101

PROPERTY CLASS: EXEMPT LAND USE CODE: 9940

NET ACREAGE: ±5.36 (LOT ±230,400 SQ. FT.)

1-STORY CONCRETE BLOCK AND BRICK STRUCTURE

SANDRA J. WALTERS

PO BOX 14591 READING PA 19612

PROPERTY ID/UPI: 17531721096455

LOCATION ADDRESS: 1665 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2014005261

DEED DATE: 20140220

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 4241

NET ACREAGE: ±0.04

RODRIGUEZ BRYAN CASTILLO &

CASTILLO RAFAEL

4011 8TH AVE TEMPLE PA 19560

PROPERTY ID/UPI: 17531721097465

LOCATION: 1668 MULBERRY ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2018043957

DEED DATE: 20181221

PROPERTY CLASS: RESIDENTIAL

LAND USE CODE: 121A

NET ACREAGE: ±0.03

2 1/2 STORY BRICK/MASONRY

TUTTO MIO INC

96 COMMERCE DR # 153

WYOMISSING, PA 19610

PROPERTY ID/UPI: 17531721099401

LOCATION: 1639 MULBERRY ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2019042951

DEED DATE: 20191206

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 4101

NET ACREAGE: ±0.23

BEILER JOHN

3427 COMPASS RD GAP, PA 17527

PROPERTY ID/UPI: 17531721190434

LOCATION: 1632 N 11TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2022015354

DEED DATE: 20220412

PROPERTY CLASS: RESIDENTIAL

LAND USE CODE: 133

NET ACREAGE: ±0.09

2-STORY BRICK/MASONRY

EX. GATE BUTTON &

BOLLARD

VISITOR PARKING

SPACE (TYP OF 3)

EX. STOP SIGN

SIGN: NO PARKING OVER 5 TONS"

EX. TRANSF & ELECTRICAL

EQUIPMENT

FENCE 8' WROUGHT IRON

6' BUFFER

EXETER ST

BERN ST

N

0T H

S T

N

1T H

S T

U E

U E

U

EU

E

U E

C S-

C

S-

C S-

C

S-

C S-

C

S-

REMOVE LIGHT POLE FOUNDATION -

PREPARE FOR NEW TANK AND PAD

REMOVE OVERFILL ALARM,

ESO, TROUGHS, AND CONDUIT

PREPARE FOR NEW UNDERGROUND

PIPING AND CONDUIT

EXISTING DRAIN PIPING

(TO REMAIN)

REMOVE GASOLINE DISPENSERS,

ISLANDS, SUMPS, AND BOLLARDS -

PREPARE FOR NEW DISPENSERS

REMOVE EXISTING UNDERGROUND

GASOLINE PIPING, VENT PIPING,

AND ELECTRICAL CONDUIT

PREPARE FOR NEW

TANK AND PAD

REMOVE EXISTING OIL/WATER

SEPARATOR INLET PIPING

10,000 GALLON GASOLINE TANK, PAD,

TANK EQUIPMENT, AND MONITORING PIPES

(TO BE REMOVED)

3,000 GALLON

OIL/WATER SEPARATOR

(TO BE REMOVED)

EXISTING OIL/WATER

SEPARATOR OUTLET PIPING

(TO REMAIN)

EXISTING OIL/WATER SEPARATOR

OUTLET PIPING (TO BE REMOVED)

MILL ASPHALT

PAVEMENT - 1.5" DEPTH

(330 S.Y.)

GASOLINE UST EXCAVATION TO OCCUR AFTER PIPE TRENCH HAS BEEN

RESTORED TO ALLOW ACCESS TO ALL NORTHERN MAINTENANCE BAYS.

THE UST EXCAVATION AREA TO BE STABILIZED AND VEHICLE ACCESS

TO BAYS RESTORED WITHIN ONE WEEK OF WORK IN THIS AREA

PIPE TRENCH EXCAVATION MUST BE COORDINATED WITH SCTA

TO MAINTAIN ACCESS TO A MINIMUM OF TWO MAINTENANCE

BAYS AT ALL TIMES. TRENCH AREAS SHALL BE BACKFILLED

AND COVERED WITH STEEL PLATES TO MAINTAIN ACCESS.

REPLACEMENT OF OIL / WATER SEPARATOR

SYSTEM TO OCCUR AFTER THE GASOLINE UST

AND PIPE TRENCH HAVE BEEN RESTORED.

DEMOLITION PLAN NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR

DEMOLITION WORK.

2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE

DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.

3. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IMMEDIATELY.

4. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES

AND PERMIT REQUIREMENTS.

5. ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE COORDINATED

WITH THE APPROPRIATE UTILITY COMPANY.

6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS

WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES AND LANDOWNER.

7. EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE INSTALLED

PRIOR TO INITIATION OF DEMOLITION ACTIVITIES. REFER TO E&S PLAN FOR DETAILS.

8. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS

MATERIALS ARE ENCOUNTERED.

9. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS WHEN OPERATING

DEMOLITION EQUIPMENT AROUND UTILITIES.

10. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT PROPERTY FROM DAMAGE DUE TO DEMOLITION

ACTIVITIES.

11. DEMOLITION CONTRACTOR SHALL COORDINATE EXISTING FACILITIES UTILITY DISCONNECTS WITH THE

OWNER A MINIMUM 7 DAYS PRIOR TO ANTICIPATED DEMOLITION OF STRUCTURES.

12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL CURB, SIDEWALK, PAVING, UTILITIES, STORM SEWER, LANDSCAPING, AND OTHER ITEMS NOT SCHEDULED FOR DEMOLITION. DAMAGES TO THESE ITEMS SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND ARE INCIDENTAL TO

THE WORK.

13. WHERE EXISTING PAVING AND CONCRETE IS TO REMAIN, THE CONTRACTOR SHALL NEATLY SAWCUT THE

PAVING PRIOR TO REMOVAL OF PAVING/CONCRETE SCHEDULED FOR DEMOLITION.

14. CONTRACTOR IS TO COORDINATE WITH SCTA PRIOR TO TAKING THE EXISTING OIL / WATER SEPARATOR SYSTEM OUT OF SERVICE. CONTRACTOR TO PROVIDE TEMPORARY WATER STORAGE FOR MINIMAL WATER USAGE WITHIN THE MAINTENANCE BAY UNTIL THE NEW OIL / WATER SEPARATOR IS OPERATIONAL.

15. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING TO SEPARATE WORK AREA FROM OPERATION OF

EXISTING FACILITY.

16. CONTRACTOR SHALL COORDINATE ANY CLOSED OFF WORK AREAS WITH OWNER IN ADVANCE.

DEMOLITION HATCH LEGEND:

MILL ASPHALT PAVEMENT 1.5" DEPTH

(330 S.Y.)

SAW CUT AND REMOVE ASPHALT PAVEMENT

(100 S.Y.)

SAW CUT AND REMOVE CONCRETE PAVEMENT

(15 S.Y.)

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

Fax: (410) 316-7868

WWW.KCI.COM

BID SET

C-3

DEMOLITION PLAN

N

( IN FEET )

1 inch = 30ft.

15 3030 60

R O

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6' B

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480.00'

480.00'

6' B

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15' FRONT

SETBACK

15' FRONT SETBACK

6' BUFFER

MERCEDES RONALD

1011 MOSS ST READING PA 19604-2213

PROPERTY ID/UPI: 17531721094836

LOCATION ADDRESS: 1722 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2017048285

DEED DATE: 20171228

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 2307

NET ACREAGE: ±1.39

A F HOLDING INC

PO BOX 15045 READING PA 19612-5045

PROPERTY ID/UPI: 17531721094597

LOCATION ADDRESS: 1700 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED # / DATE: 20261497 / 19000101

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 3326 NET ACREAGE: ±0.23

A F HOLDING INC

PO BOX 15045 READING PA 19612

PROPERTY ID/UPI: 17531721094698

LOCATION ADDRESS: 1712 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED # / DATE: 227120740 / 19960320

PROPERTY CLASS: INDUSTRIAL

LAND USE CODE: 3426

NET ACREAGE: ±0.30

BARTA BERKS AREA READING TRANSPORTATION AUTHORITY

10TH & EXETER STS READING, PA 19604 USA

PROPERTY ID/UPI: 17531721098735

LOCATION ADDRESS: 1701 N 10TH STREET

MUNICIPALITY: READING TAX DISTRICT: CITY OF READING

DEED # / DATE: 17020047 / 19000101

PROPERTY CLASS: EXEMPT LAND USE CODE: 9940

NET ACREAGE: ±5.36 (LOT ±230,400 SQ. FT.)

1-STORY CONCRETE BLOCK AND BRICK STRUCTURE

SANDRA J. WALTERS

PO BOX 14591 READING PA 19612

PROPERTY ID/UPI: 17531721096455

LOCATION ADDRESS: 1665 N 10TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2014005261

DEED DATE: 20140220

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 4241

NET ACREAGE: ±0.04

RODRIGUEZ BRYAN CASTILLO &

CASTILLO RAFAEL

4011 8TH AVE TEMPLE PA 19560

PROPERTY ID/UPI: 17531721097465

LOCATION: 1668 MULBERRY ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2018043957

DEED DATE: 20181221

PROPERTY CLASS: RESIDENTIAL

LAND USE CODE: 121A

NET ACREAGE: ±0.03

2 1/2 STORY BRICK/MASONRY

TUTTO MIO INC

96 COMMERCE DR # 153

WYOMISSING, PA 19610

PROPERTY ID/UPI: 17531721099401

LOCATION: 1639 MULBERRY ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2019042951

DEED DATE: 20191206

PROPERTY CLASS: COMMERCIAL

LAND USE CODE: 4101

NET ACREAGE: ±0.23

BEILER JOHN

3427 COMPASS RD GAP, PA 17527

PROPERTY ID/UPI: 17531721190434

LOCATION: 1632 N 11TH ST

MUNICIPALITY: READING

TAX DISTRICT: CITY OF READING

DEED #: 2022015354

DEED DATE: 20220412

PROPERTY CLASS: RESIDENTIAL

LAND USE CODE: 133

NET ACREAGE: ±0.09

2-STORY BRICK/MASONRY

EX. GATE BUTTON &

BOLLARD

VISITOR PARKING

SPACE (TYP OF 3)

EX. STOP SIGN

SIGN: NO PARKING OVER 5 TONS"

EX. TRANSF & ELECTRICAL

EQUIPMENT

FENCE 8' WROUGHT IRON

6' BUFFER

EXETER ST

BERN ST

N

0T H

S T

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1T H

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PROPOSED 10,000 GAL GASOLINE

ABOVE GROUND TANK

(REFER TO MECHANICAL PLANS)

RELOCATED LIGHT POLE

TIE NEW OIL / WATER SEPARATOR

INTO EXISTING OUTLET PIPING

NEW 1.5 " ASPHALT OVERLAY

(760 S.Y.)

(REFER TO DETAIL)

NEW 3,000 GALLON OIL / WATER SEPARATOR

(REFER TO DETAIL AND MECHANICAL PLANS)

INSTALL NEW 4" DRAIN / INLET PIPING AND

CONNECT TO THE OIL / WATER SEPARATOR

INSTALL NEW VENT PIPING PER

MANUFACTURER'S INSTRUCTIONS. EXTEND

EXTERNAL VENTS ABOVE THE ROOF LINE.

PROPOSED LIMIT

OF DISTURBANCE

(3,100 S.F)

PROPOSED 6" BOLLARDS

INSTALL NEW CONCRETE OVER OIL / WATER SEPARATOR

(REFER TO SHEET C-5 FOR DETAILS)

5" BASE COURSE (PG64-22. 0.0 TO 0.3 MILLION ESAL'S, 25 MM MIX)

NOT TO SCALE

COMPACTED SUBGRADE

6" PENNDOT 2A STONE BASE COURSE

3" WEARING COURSE (PG64-22. 0.0 TO 0.3 MILLION ESAL'S, 9.5 MM MIX)

ASPHALT PAVEMENT DETAIL

HATCH LEGEND:

NEW 1.5" ASPHALT OVERLAY

(290 S.Y.)

BACKFILL AND FULL DEPTH

ASPHALT RECONSTRUCTION

(200 S.Y.)

BACKFILL AND FULL DEPTH CONCRETE

PAVEMENT RECONSTRUCTION

(55 S.Y.)

CONT. 6" X 6" - W2 X W2 W.W.M. WITH 6' LAP AT EDGES

NOT TO SCALE

COMPACTED SUBGRADE

6" PENNDOT 2A STONE BASE COURSE

10" THICK 4000 PSI CONC. PAD (MEDIUM BROOM FINISH)

CONCRETE PAVEMENT DETAIL

XXXXXXX X

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

Fax: (410) 316-7868

WWW.KCI.COM

BID SET

C-4

SITE PLAN

N

( IN FEET )

1 inch = 30ft.

15 3030 60

GENERAL SPECIFICATIONS

NO REQ'D: (1)

CAPACITY: 3000 GALLONS

TYPE: HTC-G, HIGHGUARD, SINGLE WALL

MATERIAL: MILD CARBON STEEL

FLOW RATE: 300 GPM

GAUGE: BASED ON 60" MAX BURIAL

SHELL - 7 GA.

HEADS - 7 GA.

SURFACE PREP:

SSPC NO. 6 BLAST ALL EXTERIOR SURFACES

SSCP NO. 10 BLAST ALL INTERIOR SURFACES

COATING: MATERIAL THICKNESS

EXTERIOR HIGHGUARD (75 MILS)

INTERIOR CHEMLINE 4200 PW (15 MILS)

CONSTRUCTION:

LAP FIT & WELD ALL EXTERIOR SEAMS

OPERATING PRESSURE: ATMOSPHERIC

NOTES:

1. POLYURETHANE HIGHGUARD TANK IS NOT APPROVED FOR

THE STORAGE OF HEATED PRODUCTS

2. ALL VENT PIPING BY INSTALLER

3. 15,000 VOLT SPARK TEST PROVIDED AT FACTORY

PROVIDED EQUIPMENT (BY VENDOR)

1. 150# R.F.S.O. FLANGE W/ 2" FNPT FOR VENT

2. 4" Ø FNPT FOR GAUGE WITH PLUG

3. VELOCITY HEAD DIFFUSION BAFFLE

4. WEAR PLATE

5. SEDIMENT CHAMBER

6. UNDERFLOW BAFFLE (REMOVABLE)

7. SLUDGE BAFFLE

8. STRIKER PLATES

9. PARALLEL CORRUGATED PLATE COALESCER. CORELLA PVC PLATES

(3" PLATE SPACING)

10. OIL / WATER SEPARATOR CHAMBER

11. 6" THICK PETROSCREEN COALESCER MATERIAL INSTALLED W / PULL

ROD SHIPPED LOOSE

12. STEEL OUTLET DOWNCOMER

13. 24" Ø MANWAY WITH BOLT-ON EXTENSION SHIPPED LOOSE

14. 4" Ø FNPT FOR OIL PUMP-OUT WITH INTERNAL PVC PIPE INSTALLED

& RISER PIPE SHIPPED LOOSE

15. 2" Ø FNPT FOR LEVEL SENSOR WITH RISER PIPE SHIPPED LOOSE

16. LIFTING LUG

17. 2" Ø FNPT FOR VENT

18. SLUDGE CHAMBER

19. STEEL TRANSFER PIPING

20. 7 GA. BULKHEAD

21. GLM-48 ROUND GRADE LEVEL MANWAY

22. GLM-36 ROUND GRADE LEVEL MANWAY

ANCILLARY PROVIDED EQUIPMENT:

(4) 24" FIBREFLEX MANWAY GASKETS

(4) SETS OF NUTS / BOLTS / WASHERS FOR 24" MANWAY

OIL / WATER SEPARATOR

DETAIL

MANWAY

DETAIL

Warranty The subject manway is warranted by Highland Tank & Mfg. Co. to be free from defects in manufacturing, workmanship and materials. Highland Tank will repair or replace, at its sole discretion F.O.B. factory, within a period of one year after date of shipment, any item of our manufacture. All other items shall be warranted by their respective manufacturers. Liability hereunder is limited, as stated above, and does not include labor, installation costs, indirect or consequential damages of any kind. Manways must be returned to the factory and if found to be defective upon examination, will be repaired, replaced or credit will be issued at our option.

Approved Manufacturer Tank to be manufactured by Highland Tank at one of the following locations:

Stoystown, PA, Manheim, PA, Watervliet, NY, or Greensboro, NC.

Concrete Anchors 1.5" x 2" x 3"

Manway Skirt

.375" Checkered Plate

Recessed “D” Ring for Lifting as

Needed

Manway Lid Lid Collar

Manway Skirt

Diameter

Aluminum Lid

Steel Lid

.50" x 3"

.50" x 1.5"

Round

Nominal Manway Diameters Model Manway Skirt Manway Lid

Number Thickness I.D. Collar I.D. O.D.

GLM-36 7ga 36” 38.5” 38”

GLM-48 .25” 48” 50.5” 50”

ELEVATION

PLAN

2" (MIN.)

STOP 50% OF REBAR AT

NOTE

TOOLED JOINT. EXTEND

REMAINING REBAR THROUGH

JOINT.JOINTS

X X X

MATCH

EXISTING GRADE

X X

MATCH EXISTING GRADE

X X X XXXX X XX X X XXXX X X XXXXX

MATCH EXISTING GRADE

XX

MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE

END VIEW

OIL / WATER SEPARATOR DETAIL NOTE

1. INSTALL OIL / WATER SEPARATOR IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

Fax: (410) 316-7868

WWW.KCI.COM

BID SET

C-5

DETAILS

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

BE

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REV DATE DESCRIPTION BY

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BID SET

MECHANICAL ABBREVIATIONS

AST ABOVEGROUND STORAGE TANK

CS CONTAINMENT SUMP

ESO EMERGENCY SHUT-OFF

ETR EXISTING TO REMAIN

EX EXISTING

FFS FUEL FILTER SKID

FFSCP FUEL FILTER SKID CONTROL PANEL

FILL TANK FILL PIPING

FOR FUEL OIL RETURN PIPING

FOR(P) FUEL OIL RETURN PIPING (PRIMARY)

FOR(R) FUEL OIL RETURN PIPING (REDUNDANT)

GAL GALLON

L.C. LOCK CLOSED

L.O. LOCK OPEN

N.C. NORMALLY CLOSED

N.O. NORMALLY OPEN

RX REMOVE EXISTING

STP SUBMERSIBLE TURBINE PUMP

TFS TRUCK FILL SKID

TFSCP TRUCK FUEL SKID CONTROL PANEL

TS TRANSITION SUMP

TYP. TYPICAL

UST UNDERGROUND STORAGE TANK

MECHANICAL SHEET LIST

FM-0 - MECHANICAL COVER SHEET

FM-1 - MECHANICAL NEW WORK PLAN

FM-2 - MECHANICAL TANK DETAILS I

FM-3 - MECHANICAL DETAILS I

FM-4 - MECHANICAL DETAILS II

MECHANICAL PIPING LEGEND

NEW PIPE

DEMOLISHED

PIPE TURNED UP/DOWN

BREAK LINE

EXISTING LINEWORK

EXTENT OF DEMOLITION

CONNECT TO EXISTING

AUTOMATIC AIR VENT

AUTOMATIC CONTROL VALVE

CHECK VALVE

MANUAL BALL VALVE

RELIEF VALVE

BASKET STRAINER

SOLENOID VALVE

PRESSURE DIFFERENTIAL FLOW METER

PUMP

SIGHT GUAGE

AIR ELIMINATOR

DIFFERENTIAL PRESSURE GUAGE

FLOW SWITCH

PRESSURE GAUGE

PIPE REDUCER

SG

AE

DP

FS

MECHANICAL GENERAL NOTES

THESE NOTES APPLY TO ALL MECHANICAL DRAWINGS:

1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ON THE PLANS ARE

APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION.

2. PRIOR TO DEMOLITION OF ANY PIPING SYSTEMS, PIPES SHALL BE CLEANED AND

PURGED OF ALL LIQUIDS AND VAPORS. ALL LIQUIDS SHALL BE COLLECTED AND

PROPERLY DISPOSED. CONTRACTOR SHALL FOLLOW THE APPROVED PIPING

REMOVAL ABANDONMENT AND DISPOSAL PLAN AND API RP 1604 GUIDANCE.

3. PROVIDE NON-METALLIC TAGS ON ALL TANKS AND NEW VALVES.

4. DUE TO THE SCALE OF THE DRAWINGS, NOT ALL EXISTING OR REQUIRED

OFFSETS, FITTINGS, APPURTENANCES, VALVES, OR PIPING ACCESSORIES ARE

SHOWN.

MECHANICAL

COVER SHEET

FM-0

S. CHENEY

I. STURGEON

936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

Fax: (410) 316-7868

WWW.KCI.COM

U E

U E

U E

UE

UE

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

INSTALL NEW GASOLINE

DISPENSERS, DISPENSER

ISLANDS AND BOLLARDS

INSTALL NEW 3,000

GALLON OIL/WATER

SEPARATOR. (SEE CIVIL

PLANS FOR DETAILS)

INSTALL (1) 10,000 GALLON

UL 2085 FIREGUARD

GASOLINE AST (27'-3" x 8'-6"

DIAMETER) WITH ACCESS

STAIRS/PLATFORM DESIGN

REMOTE FILL

NEW CONCRETE PAD,

10'-6" x 34'-0", TO BE

INSTALLED PARALLEL TO

EXISTING CONCRETE PAD

SS SS

SS

SS

CONNECT NEW SEWER

PIPING TO EXISTING

SEWER PIPING

CONNECT NEW SEWER

PIPING TO OWS

CONNECT EXISTING

SEWER PIPE TO NEW

OWS OUTLET

NEW UNDERGROUND PIPENEW PIPE

TRANSITION SUMP

EXISTING OWS INLET

FROM THE WASH BAY

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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BID SET

1"=20'-0"1 MECHANICAL NEW WORK PLAN

GENERAL NOTES:

SEQUENCE OF NEW WORK:

1. THE CONTRACTOR SHALL INSTALL A NEW CONCRETE AST SUPPORT PAD, NEW 10,000 GALLON DOUBLE WALL AST, NEW ABOVEGROUND AND UNDERGROUND PIPING, NEW PIPING

TRANSITION SUMP, MONITORING AND OVERFILL ALARM SYSTEMS.

2. THE INSTALLATION OF THE UNDERGROUND PIPING WILL REQUIRE THE EXCAVATION OF THE EXISTING DRIVELANE. THE CONTRACTOR SHALL ENSURE ALL TRENCHES ARE BACKFILLED AND DRIVEABLE/ACCESSIBLE AT THE END OF THE EACH WORK DAY. FOLLOWING THE COMPLETION OF THE PIPING, THE CONTRACTOR SHALL RETURN THE TRENCHED AREA TO MATCH THE

EXISTING DRIVELANE.

NEW WORK PLAN NOTES:

NOT TO SCALE2 DISPENSER TANK ISOMETRIC

1. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH STRUCTURAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION EQUIPMENT AS MAY BE REQUIRED IN THE FIELD.

2. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH RESPECTIVE MANUFACTURERS WRITTEN INSTRUCTIONS.

3. THIS CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AT THE SITE BEFORE FABRICATING OR ORDERING ANY INSTALLATION MATERIALS.

4. THE WORK SHOWN IS INTENDED TO INCLUDE COMPLETE AND PROPER SYSTEMS, ALL AS SHOWN ON PLANS AND AS SPECIFIED. ALL LABOR, EQUIPMENT, MATERIALS AND ACCESSORIES FOR A COMPLETE AND PROPER INSTALLATION, AND AS MAY BE REQUIRED FOR A PROPER SYSTEM, SHALL BE FURNISHED UNDER THIS CONTRACT.

5. ALL MATERIALS MUST BE INSTALLED BY SKILLED PERSONNEL IN ACCORDANCE WITH BEST PRACTICES OF THE INDUSTRY. ALL UNDERGROUND PIPING, SUMPS AND OTHER FUEL SYSTEM

COMPONENTS MUST BE INSTALLED BY MDE CERTIFIED TANK INSTALLERS.

6. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE PERFORMED. HOWEVER IT IS NOT INTENDED THAT THEY SHOW EVERY FITTING OR APPURTENANCES REQUIRED

FOR A COMPLETE INSTALLATION.

7. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE WORK SITE CONDITIONS THAT WOULD AFFECT THE WORK TO BE PERFORMED AND SHALL ARRANGE SUCH WORK ACCORDINGLY, FURNISHING REQUIRED OFFSETS, FITTINGS, AND ACCESSORIES TO MEET SUCH CONDITIONS.

8. THE DRAWINGS MUST BE FOLLOWED AS CLOSELY AS CIRCUMSTANCES WILL PERMIT. SHOULD IT BE FOUND THAT ANY SYSTEM OR EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE CONSULTED BEFORE INSTALLING OR MAKING CHANGES TO THE LAYOUT.

9. THIS CONTRACTOR MUST COMPLY WITH ALL LAWS, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.

10. NOTHING CONTAINED ON THESE DRAWINGS OR THE SPECIFICATIONS SHALL BE CONSTRUED TO BE IN CONFLICT WITH ANY STATE OR LOCAL CODES, ORDINANCES, OR REGULATIONS

GOVERNING THE INSTALLATION OF WORK SPECIFIED AND INDICATED ON THE DRAWINGS.

11. CONTRACTOR SHALL PATCH, REPAIR AND PAINT TO MATCH ADJACENT SURFACES, ALL SURFACES DAMAGED OR OTHERWISE MARKED DUE TO REMOVAL OF EXISTING, AND INSTALLATION OF

NEW EQUIPMENT, PIPING AND RELATED APPURTENANCES.

12. WASTE MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM THE JOB SITE AND LEGALLY DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. CONTRACTOR SHALL

THOROUGHLY CLEAN UP WORK AREAS AFTER WORK IS COMPLETE ON A DAILY BASIS.

1. PERFORM SUBSURFACE UTILITY MARKOUT.

2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.

3. INSTALL NEW CONCRETE PAD AND PREP FOR NEW AST. EXISTING GAS DISPENSERS STILL IN OPERATION.

4. INSTALL NEW AST AND ALL TANK TOP EQUIPMENT. EXISTING GAS DISPENSERS STILL IN OPERATION.

5. TAKE DISPENSERS OUT OF SERVICE AND INSTALL NEW PIPE TRENCH, NEW DISPENSERS AND ISLANDS, AND ELECTRIC. DRAIN, CLEAN AND TAKE EXISTING GASOLINE UST SYSTEM OUT OF

SERVICE. REMOVE FUEL FROM THE UNDERGROUND TANK AND PIPING AND TAKE IT OUT OF SERVICE, BUT UST TO REMAIN TEMPORARILY IN GROUND.

6. COMPLETE NEW GASOLINE AST AND DISPENSER SYSTEM AND OPEN FOR SERVICE.

7. REMOVE EXISTING GAS UST AND PIPING. BACKFILL AND STABILIZE PIPE TRENCH AREA TO MAINTAIN VEHICLE ACCESS TO A MINIMUM OF 2 MAINTENANCE BAYS AT ALL TIMES. GASOLINE UST

EXCAVATION AND REMOVAL TO OCCUR AFTER PIPE TRENCH HAS BEEN RESTORED TO ALLOW ACCESS TO ALL NORTHERN MAINTENANCE BAYS. THE UST EXCAVATION AREA TO BE STABILIZED AND VEHICLE ACCESS TO BAYS RESTORED WITHIN 1 WEEK OF WORK IN THIS AREA IN ADVANCE OF PAVING.

8. REMOVE EXISTING OWS AND INSTALL NEW OWS AND PIPING CONNECTIONS.

9. REPAVE AND RESTORE SITE.

FUEL LINES

SUBMERSIBLE PUMP

GASOLINE

TRANSITION SUMP

PROPOSED

GASOLINE AST

SYSTEM

EXISTING DIESEL

AST SYSTEM

MECHANICAL NEW

WORK PLAN

FM-1

S. CHENEY

I. STURGEON

936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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BID SET

NOT TO SCALE1 TANK FIELD ENLARGED PLAN

CONCRETE TANK PAD

NEW GALVANIZED

STEEL STAIR AND

CATWALK PACKAGE

REMOTE FILL

WITH OPV

REMOTE FILL

STAGE I VR

INTERSTITIAL

MONITOR

NORMAL VENT

PRIMARY

E-VENT

SECONDARY

E-VENT

ATG PROBE STP

EXISTING DIESEL TANKS

AND PIPING TO REMAIN

NEW TRANSITION SUMP

NEW GASOLINE

REMOTE FILL

MECHANICAL

TANK

DETAILS

FM-2

S. CHENEY

I. STURGEON

936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

BE

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REV DATE DESCRIPTION BY

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BID SET

NOT TO SCALE1 10K GALLON GASOLINE TANK

MECHANICAL

DETAILS I

FM-3

S. CHENEY

I. STURGEON

936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

BE

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BID SET

FUEL TANK

GROUND LEVEL

TRANSITION

SUMP

1-1/2" FLEX UNDERGROUND

DOUBLE-WALLED PIPING

DISPENSER

NO SMOKING

CONTENT LABEL

TANK #

PRODUCT

WORKING CAPACITY

TANK CAPACITY

CHECK GAUGE AND CHART

DO NOT OVERFILL

NFPA 704 M PLACARD

(DIAMOND LABEL WITH

NUMBERS 1,3,0 FOR

GASOLINE10000-GALLONS

FLAMMABLE

GASOHOL

TANK 1

VOLUME LABEL

TANK IDENTIFICATION LABEL

FUEL TYPE LABEL

HAZARD

STATEMENT LABEL

18" BURIAL

DEPTH MINIMUM

NOT TO SCALE1 10K GASOLINE AST SIGNAGE DETAIL

NOT TO SCALE9 FUEL DISPENSING PIPE DETAIL

TANK

DISPENSER (TYP.)

M

PRODUCT PIPING

MOTOR

BALL VALVE

FIRE VALVE

SOLENOID VALVE

S

S

TANK

WORKING

VENT

D

SUBMERSIBLE

PUMP

3" VENT

PIPING

M

S

D

STAGE I VAPOR RECOVERY

PIPING FROM GASOLINE

TANK

ARFP S.S REMOTE

FILL & VAPOR

RECOVERY BOX

(GASOLINE)

NOT TO SCALE2 PIPING PLAN

NOT TO SCALE3 GASOLINE REMOTE FILL

6"

NOT TO SCALE4 PIPING TRANSITION SUMP

4" SCHEDULE-40 GALVANIZED

STEEL PIPE

PRESSURE/VACUUM VENT

CAP FOR GASOLINE

NOT TO SCALE7 AST VENT DETAIL

NOT TO SCALE6 DISPENSER SUMP

NOT TO SCALE

DISPENSER SUMP

GALLONS0 0 0 0 000

SHEAR VALVE SECURELY FASTENED

TO SUMP WITH STABILIZER BAR KIT

SHEAR VALVE

MOUNTING PLATE

VEEDER-ROOT

SUMP SENSOR

FLEX CONNECTOR

HH RETRACTOR BASE PLATE

LOCATE RETRACTOR

POSTS IN THE FIELD

STAINLESS STEEL ISLAND

FORMS OPW 6013 SS

8 DISPENSER DETAIL

SHEAR VALVE

NOZZLE

VENT

LEAK DETECTOR

TO 6K

GASOLINE

TO 6K

GASOLINE

3" STAGE 1 VAPOR RECOVERY

ADAPTER

3" CHECK VALVE ON

TANK FILL PIPING

BEYOND BOX

3" REMOTE FILL ADAPTER

& 3" BALL VALVE INSIDE

FILL/SPILL BOX

DOUBLE WALL

UNDERGROUND

GASOLINE PIPE

STEEL GAS PIPE

VEEDER-ROOT

SUMP SENSOR

NEW

COUNTERWEIGHT

HOSE RETRIEVER

SWIVEL HEAD

AND BASE KIT

NEW WAYNE SINGLE HOSE,

SINGLE PRODUCT ISLAND

ORIENTED DISPENSER

NOT TO SCALE5 PIPING ISOMETRIC DETAIL

GASOLINE

TRANSITION SUMP

FUEL LINES

PROPOSED NEW

GASOLINE AST SYSTEM

SUBMERSIBLE PUMP

41"

46.5"

27"

EXISTING DIESEL

AST SYSTEM

BREAKAWAY

HOSE SWIVEL

AND NOZZLE

MECHANICAL

DETAILS II

FM-4

S. CHENEY

I. STURGEON

936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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BID SET

ELECTRICAL

COVER SHEET

FE-0

1. PROVIDE MATERIALS THAT ARE NEW AND WITHOUT IMPERFECTIONS OR BLEMISHES, AND PROTECTED FROM THE ELEMENTS PRIOR TO CONSTRUCTION.

2. COMPLY WITH OWNER'S USE OF PREMISES AND SAFETY REGULATIONS.

3. COORDINATE LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND ROUTINGS OF ALL ELECTRICAL FEEDERS (AND ASSOCIATED PULLBOXES) AND BRANCH CIRCUITS WITH ALL OTHER

UTILITIES (EXISTING AND NEW), WITH STRUCTURE, AND WITH BUILDING ELEMENTS.

4. UNLESS NOTED OTHERWISE, EVERY CONDUIT CONTAINING 120V RATED WIRING AND GREATER, SHALL CONTAIN A SEPARATE INSULATED GROUND WIRE RATED FOR 600V.

5. PROVIDE SEPARATE UNSHARED NEUTRAL CONDUCTOR(S) FOR ALL BRANCH CIRCUITS UTILIZING A NEUTRAL (I.E. 120V, 208V, ETC). PROVIDE SEPARATE UNSHARED NEUTRAL CONDUCTOR(S) FOR ALL FEEDERS REQUIRING A NEUTRAL (I.E. 1 PHASE-3 WIRE, 3 PHASE-4 WIRE FEEDERS). SHARING OF NEUTRAL CONDUCTORS BETWEEN ANY CIRCUIT (BRANCH OR

FEEDER) IS NOT PERMITTED. MULTI-WIRE BRANCH CIRCUITS ARE NOT PERMITTED.

6. PROVIDE ALL CUTTING, PATCHING, AND ACCESS PANELS REQUIRED FOR ELECTRICAL WORK. REPAIR AND REFINISH DISTURBED FINISH MATERIALS AND OTHER SURFACES TO MATCH

ADJACENT UNDISTURBED SURFACES.

7. ALL WORK AND EQUIPMENT SHALL COMPLY WITH ALL AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL MECHANICAL CODE, THE LOCAL FIRE MARSHALL UNDERWRITERS LABORATORY (UL), INTERNATIONAL FUEL GAS CODE, FIRE CODE, LIFE SAFETY CODE, FIRE ALARM CODE, AND THE NATIONAL ELECTRICAL CODE.

MODIFICATIONS REQUIRED BY THE ABOVE SAID AUTHORITIES TO BRING THE SPACE UNDER CONTRACT UP TO CODE SHALL BE MADE WITHOUT ADDITIONAL CHARGE WHERE CONTRACT DOCUMENT REQUIREMENTS ARE IN EXCESS OF CODE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN. DEVIATIONS FROM THE CONTRACT DOCUMENTS REQUIRED BY THE

ABOVE AUTHORITIES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.

8. CONTRACTOR SHALL VERIFY ALL POINTS OF CONNECTION BEFORE COMMENCING WORK. CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, `DEBRIS, AND RUBBISH FROM THE SITE

AND LEGALLY DISPOSE OF IT.

9. A SET OF ELECTRICAL RECORD/COORDINATION DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE. ACTUAL LOCATIONS OF ALL EQUIPMENT, CONDUIT, ETC., AND ALL DEVIATIONS OF THE WORK FROM THAT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE MARKED ON THE RECORD/COORDINATION DRAWINGS. EACH TRADE SHALL REVIEW THE COORDINATION DRAWINGS AND RESOLVE ANY POTENTIAL CONFLICTS WITH OTHER TRADES PRIOR TO INSTALLING ANY PORTION OF THERE WORK. AS BUILT DOCUMENTS SHALL BE TURNED OVER TO

THE OWNER.

10. WORK SHALL BE EXECUTED IN A GOOD WORKMANLIKE MANNER USING MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR ALL COORDINATION OF WORK UNDER THIS CONTRACT. MAINTAIN THE CONSTRUCTION PREMISES

IN A NEAT AND ORDERLY CONDITION AT THE END OF EACH WORKING DAY.

11. CONTRACTOR SHALL MAKE ALL FINAL EQUIPMENT CONNECTIONS AND PROVIDE THE NECESSARY DEVICES, ETC. FOR A COMPLETE AND OPERABLE SYSTEM.

12. ARRANGE CONDUIT, WIRING, EQUIPMENT AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCE AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND COORDINATE THE WORK WITH ALL TRADES. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS

FOR ACCEPTANCE.

13. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC. ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS REQUIRED FOR

COMPLETE OPERATIONAL SYSTEM.

14. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, PLAN REVIEWS AND CERTIFICATES OF INSPECTION REQUIRED BY THE AUTHORITIES HAVING JURISDICTION OVER THIS WORK.

15. COST INCURRED FROM DAMAGES AS A RESULT OF THE CONTRACTOR'S WORK WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGES WILL NOT WARRANT COST OR DELAY

CLAIMS.

16. CONTRACTOR SHALL COMPLY WITH LOCAL AND APPLICABLE CODES. IN THE EVENT OF A CONFLICT, THE MOST STRINGENT SHALL GOVERN. SHOULD A CONFLICT ARISE BETWEEN CONSTRUCTION DOCUMENTS AND APPLICABLE CODES, WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ENFORCING CODE AUTHORITIES.

17. WHERE EVER POSSIBLE, THE CONTRACTOR SHALL OBTAIN ACTUAL ROUGH-IN DRAWINGS FOR THE ACTUAL ITEM OF EQUIPMENT TO BE INSTALLED PRIOR TO ROUGH-IN. THIS SHALL APPLY TO ALL EQUIPMENT, WHETHER IT IS TO BE INSTALLED BY THE CONTRACTOR OR BY OTHERS.

18. ANY EXISTING ELECTRICAL WORK SHOWN ON THESE DRAWINGS IS INDICATED FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE OWNER AND ENGINEER IN NO WAY WARRANT OR GUARANTEE EITHER THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. FINAL LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR TO THEIR OWN

SATISFACTION.

19. THE CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. ROUTINGS SHOWN ON DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL VERIFY THAT INTERFERENCES WILL NOT BE ENCOUNTERED. IF ANY DISCREPANCY IS DETECTED, THE CONTRACTOR SHALL BRING IT TO THE OWNER'S ATTENTION WITH

RECOMMENDATIONS FOR OWNER'S APPROVAL.

20. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AGAINST FAULTY LABOR, MATERIALS AND WORKMANSHIP. TIME FOR THIS GUARANTEE SHALL BEGIN FROM THE DATE OF ACCEPTANCE

OF THE COMPLETED WORK BY THE OWNER OR HIS APPOINTED REPRESENTATIVE.

21. THE CONTRACTOR SHALL REMOVE AND REINSTALL OR RELOCATE ANY MOVEABLE OBSTRUCTIONS THAT MAY IMPEDE WORK UNDER THIS CONTRACT, AT NO ADDITIONAL COST. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO EQUIPMENT, PIPING, ANY SUPPORTING APPURTENANCES, CONDUIT, ETC. ANY CONSTRUCTION REQUIRING WORK STATED HEREIN, SHALL BE RECONNECTED AFTER THE END OF CONSTRUCTION TO PROVIDE A FULLY FUNCTIONAL SYSTEM(S), AS FOUND PRIOR TO COMMENCING CONTRACT WORK.

ELECTRICAL GENERAL NOTES:

NOT ALL ABBREVIATIONS ARE REFLECTED ON DRAWING DOCUMENTS

A AMPERE

AF AMPERE FRAME

ABOVE FINISHED FLOORAFF

ABOVE FINISHED GRADEAFG

AIC AMPERE INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

C CONDUIT

EX EXISTING

FLA FULL LOAD AMPS

FVNR FULL VOLTAGE NON-REVERSING

GFI GROUND FAULT INTERRUPTING

HORSEPOWERHP

KILOVOLT AMPEREKVA

KILOWATTKW

MINIMUM CIRCUIT AMPACITYMCA

MAIN CIRCUIT BREAKERMCB

NATIONAL ELECTRICAL CODENEC

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

POLEP

PH OR Ø PHASE

PSI POUNDS PER SQUARE INCH

SECONDARYSEC

UNDERWRITER'S LABORATORIESU.L.

V VOLTS

WIREW

AWG AMERICAN WIRE GAUGE

MIN MINIMUM

MAXIMUM OVERCURRENT PROTECTIVE DEVICEMOPD

VA VOLTAMPERES

KILOVOLTKV

ELBOW FITTINGLB

DWG DRAWINGS

ELEC ELECTRICAL

EMT ELECTRIC METALLIC TUBING

GROUNDG, GND, GRD

THOUSAND CIRCULAR MILSKCMIL

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNEMA

CB CIRCUIT BREAKER

ELECTRICAL ABBREVIATIONS

CT CURRENT TRANSFORMER

XFMR TRANSFORMER

ACT ABOVE COUNTER TOP

DP DISTRIBUTION PANEL

LOCKED ROTOR AMPSLRA

RIGID GALVANIZED STEELRGS

LIGHTNING PROTECTION AIR TERMINAL

PC

PLUG AND CORD CONNECTION

UNDERGROUND CONDUIT ROUTING: ELECTRICAL

SYMBOL DESCRIPTION

CIRCUIT BREAKER

GROUNDING CONNECTION

EQUIPMENT (SURFACE MOUNTED AND RECESSED)

N

L E

TRANSFER SWITCH

G GENERATOR

SYMBOL DESCRIPTION

CURRENT TRANSFORMER CONNECTIONS

DELTA-WYE POWER TRANSFORMER

SURGE PROTECTION DEVICE

GFI

WP

RACEWAY-CONDUIT TURNED UP

RACEWAY-CONDUIT TURNED DOWN

FV

ELECTRICAL SYMBOLS

DISCONNECT SWITCH

FULL VOLTAGE MAGNETIC, NON-REVERSING,

3 PHASE MOTOR STARTER

DISCONNECT SWITCH AND COMBINATION

MOTOR STARTER/DISCONNECT SWITCH

MOTORIZED EQUIPMENT

SPD

E

DUPLEX RECEPTACLE, 20A, NEMA 5-20R

GFI: GROUND FAULT CIRCUIT INTERRUPTER

WP: WEATHER PROOF COVER

LIGHT FIXTURE, SEE LIGHT FIXTURE SCHEDULE

UTILITY POLE

A

J JUNCTION BOX

RACEWAY-CHANGE IN ELEVATIONBELOW GRADEABOVE GRADE

AT PHASE CONDUCTORS

CT'S

PHOTOCELL

E

NOT ALL SYMBOLS ARE REFLECTED ON DRAWING DOCUMENTS

ELECTRICAL AND EMERGENCY MANHOLES

C UNDERGROUND CONDUIT ROUTING: CONTROL

UNDERGROUND ELECTRICAL UTILITY ROUTING

UNDERGROUND TELEPHONE UTILITY ROUTING

UGE

UGT

T TELEPHONE MANHOLE

LOD LIMIT OF DISTURBANCE

POLE MOUNTED LIGHT FIXTURES

PROTECTION BOLLARD

BUILDING INTERIOR CONDUIT ROUTING

EM

GROUND ROD

20A, SINGLE POLE, 120V, MANUAL MOTOR

STARTER WITH THERMAL OVERLOAD

ELEMENT

Sm

ELECTRICAL SHEET LIST

FE-0 - ELECTRICAL COVER SHEET

FE-1 - ELECTRICAL NEW WORK PLAN

FE-2 - ELECTRICAL DETAILS I

FE-3 - ELECTRICAL DETAILS II

S. CHENEY

I. STURGEON

936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

U E

U E

U E

UE

UE

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

C

S-

C S-

INSTALL NEW 3,000 GALLON

OIL/WATER SEPARATOR. (SEE

CIVIL PLANS FOR DETAILS)

INSTALL (1) 10,000 GALLON

UL 2085 FIREGUARD

GASOLINE AST (27'-3" x 8'-6"

DIAMETER) WITH ACCESS

STAIRS/PLATFORM DESIGN

NEW CONCRETE PAD,

10'-6" x 34'-0", TO BE

INSTALLED PARALLEL TO

EXISTING CONCRETE PAD

REMOTE FILL

EXISTING ELECTRICAL

PANELS TO REMAIN

(APPROXIMATE LOCATION)

PROPOSED

TRENCH LOCATION

INSTALL NEW GASOLINE

DISPENSERS, DISPENSER

ISLAND AND BOLLARDS

ROUTE NEW CONDUITS THROUGH

EXISTING WIREWAY. IF WIREWAY CANNOT

HANDLE NEW CONDUITS, PROVIDE NEW

WIREWAY TO ACCOMMODATE THE

ADDITIONAL CONDUITS

EX ATS

EX SBP1

EX FUEL PANEL

EX PB1 (RIGHT)

EX PB1 (LEFT)

EX PA1 (RIGHT)

EX PA1 (LEFT)

1 2

8 A

A

ROUTE NEW CONDUIT THROUGH EXISTING

WIREWAY. IF WIREWAY CANNOT HANDLE

NEW CONDUITS, PROVIDE NEW WIREWAY TO

ACCOMMODATE THE ADDITIONAL CONDUITS

EXISTING

VEEDER-ROOT TLS

450 CONSOLE

NEW OWS

CONTROL PANEL

SHEET DATE

SHEET NAME

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

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BID SET

1"=20'-0"1 ELECTRICAL NEW WORK PLAN

GENERAL NOTES:

KEYED NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH STRUCTURAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION EQUIPMENT AS MAY BE REQUIRED IN THE FIELD.

2. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH RESPECTIVE MANUFACTURERS WRITTEN INSTRUCTIONS.

3. THIS CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AT THE SITE BEFORE FABRICATING OR ORDERING ANY INSTALLATION MATERIALS.

4. THE WORK SHOWN IS INTENDED TO INCLUDE COMPLETE AND PROPER SYSTEMS, ALL AS SHOWN ON PLANS AND AS SPECIFIED. ALL LABOR, EQUIPMENT, MATERIALS AND ACCESSORIES FOR A COMPLETE AND PROPER INSTALLATION, AND AS MAY BE REQUIRED FOR A PROPER SYSTEM, SHALL BE FURNISHED UNDER THIS CONTRACT.

5. ALL MATERIALS MUST BE INSTALLED BY SKILLED PERSONNEL IN ACCORDANCE WITH BEST PRACTICES OF THE INDUSTRY. ALL UNDERGROUND PIPING, SUMPS AND OTHER FUEL SYSTEM

COMPONENTS MUST BE INSTALLED BY MDE CERTIFIED TANK INSTALLERS.

6. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE PERFORMED. HOWEVER IT IS NOT INTENDED THAT THEY SHOW EVERY FITTING OR APPURTENANCES

REQUIRED FOR A COMPLETE INSTALLATION.

7. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE WORK SITE CONDITIONS THAT WOULD AFFECT THE WORK TO BE PERFORMED AND SHALL ARRANGE SUCH WORK ACCORDINGLY, FURNISHING REQUIRED OFFSETS, FITTINGS, AND ACCESSORIES TO MEET SUCH CONDITIONS.

8. THE DRAWINGS MUST BE FOLLOWED AS CLOSELY AS CIRCUMSTANCES WILL PERMIT. SHOULD IT BE FOUND THAT ANY SYSTEM OR EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE CONSULTED BEFORE INSTALLING OR MAKING CHANGES TO THE LAYOUT.

9. THIS CONTRACTOR MUST COMPLY WITH ALL LAWS, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.

10. NOTHING CONTAINED ON THESE DRAWINGS OR THE SPECIFICATIONS SHALL BE CONSTRUED TO BE IN CONFLICT WITH ANY STATE OR LOCAL CODES, ORDINANCES, OR REGULATIONS

GOVERNING THE INSTALLATION OF WORK SPECIFIED AND INDICATED ON THE DRAWINGS.

11. CONTRACTOR SHALL PATCH, REPAIR AND PAINT TO MATCH ADJACENT SURFACES, ALL SURFACES DAMAGED OR OTHERWISE MARKED DUE TO REMOVAL OF EXISTING, AND INSTALLATION

OF NEW EQUIPMENT, PIPING AND RELATED APPURTENANCES.

12. WASTE MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM THE JOB SITE AND LEGALLY DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. CONTRACTOR

SHALL THOROUGHLY CLEAN UP WORK AREAS AFTER WORK IS COMPLETE ON A DAILY BASIS.

1 EXISTING ELECTRICAL PANELS LOCATED IN GARAGE/SHOP SHALL REMAIN AND NEW CIRCUITS/FEEDERS FOR NEW EQUIPMENT TO BE PULLED FROM THIS LOCATION.

2 PROVIDE THE FOLLOWING CIRCUITS AND FEEDERS:

(1) 20A/2P BREAKER. PROVIDED 2#12, 1#12 GRD. - 1" C. TO TANK SUBMERSIBLE PUMP IN NEAREST EXISTING 120/208V PANEL. PROVIDE WIRING AND CONDUIT FROM TANK TO NEW SUBMERSIBLE PUMP CONTROLLER. BREAKERS SHOULD MATCH EXISTING BREAKER MANUFACTURER AND EXISTING PANEL AIC RATING.

(1) 20A/1P BREAKER. PROVIDE 1#12, 1#12 GRD. - 1"C. TO NEW OVERFILL ALARM IN NEAREST EXISTING 120/208V PANEL. NEW BREAKERS SHOULD MATCH EXISTING BREAKER

MANUFACTURER AND EXISTING PANEL AIC RATING.

(2) 3/4" CONDUIT FOR LOW VOLTAGE CABLING.

3 NEW CONDUITS TO FOLLOW EXISTING CONDUIT ROUTING.

4 PROVIDE REQUIRED CONDUIT SEAL OFFS PER NFPA 30.

5 REUSE EXISTING CONDUIT, WIRING AND CIRCUITS FOR NEW FUEL DISPENSERS.

6 DISCONNECT EXISTING LIGHT FIXTURE. REMOVE EXISTING POLE AND LIGHT FIXTURE. REMOVE EXISTING POLE BASE. EXISTING WIRING AND CONDUIT TO BE INTERCEPTED AND REUSED IN

NEW LOCATION OF EXISTING LIGHT FIXTURE.

7 PROVIDE NEW POLE BASE AND REINSTALL RELOCATED LIGHT POLE AND FIXTURE. REFER TO STRUCTURAL DRAWINGS FOR POLE BASE DESIGN.

8 THE INSTALLATION OF THE UNDERGROUND PIPING WILL REQUIRE THE EXCAVATION OF THE EXISTING DRIVELANE. THE CONTRACTOR SHALL ENSURE ALL TRENCHES ARE BACKFILLED AND DRIVEABLE/ACCESSIBLE AT THE END OF EACH WORK DAY. FOLLOWING THE COMPLETION OF THE PIPING, THE CONTRACTOR SHALL RETURN THE TRENCHED AREA TO MATCH THE

EXISTING DRIVELANE.

9 EXTEND LOW VOLTAGE CONDUIT FOR TANK PROBE AND SENSORS AND CONNECT TO EXISTING VEEDER-ROOT TLS 450.

INTEGRATE EXISTING ESTOP AND OVERFILL ALARM WITH NEW GASOLINE TANK AND DISPENSER WIRING. THE INTENT OF THE DESIGN IS TO MAKE ONE COMPLETE ALARM AND

EMERGENCY SHUT-OFF SYSTEM.

REUSE 120V CIRCUIT FROM EXISTING OWS ALARM FOR NEW OWS CONTROL PANEL.

EXTEND NEW LOW VOLTAGE CONDUIT AND WIRING FROM THE NEW OWS PANEL LOCATION TO OWS SENSORS.

RECONNECT EXISTING COEN CORP PEDESTALS AND RFID READER TO CONTROL DISPENSERS.

ELECTRICAL NEW

WORK PLAN

FE-1

S. CHENEY

I. STURGEON

936 RIDGEBROOK ROAD

SPARKS, MD 21152

PHONE: (410) 316-7800

SHEET NUMBER

DRAWN BY

DESIGNED BY

KCI PROJECT NUMBER

00034570_002

02/23/2026

BE

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REV DATE DESCRIPTION BY

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BID SET

1 HAZARDOUS AREA CLASSIFICATION ZONE

SCALE: NONE

HAZARDOUS AREA CLASSIFICATION DRAWING NOTES:

2 HAZARDOUS AREA CLASSIFICATION ZONE

SCALE: NONE

FIELD VERIFY EXISTING

WALL THICKNESS

5 WALL-FLOOR PENETRATION DETAIL

SCALE: NONE 4 EXTERIOR EQUIPMENT MOUNTING DETAIL AT ABOVE GROUND FUEL TANKS

SCALE: NONE

3 TYPICAL TANK GROUNDING DETAIL

SCALE: NONE

12'-0" 12'-0"

VENT AREA,

CLASS 1, DIV. 1

VENT AREA,

CLASS 1, DIV. 2

GASOLINE TANK AREA,

CLASS 1, DIV. 2

GASOLINE TANK,

CLASS 1, DIV. 1

DISPENSER ISLAND

GASOLINE DISPENSERS

CLASS 1, DIV. 1

GASOLINE DISPENSER AREA

(TYP OF 4), CLASS 1 DIV. 2

EXTERIOR METAL

FUEL TANK

TANK SUPPORT

SADDLE (TYPICAL)

GROUNDING HOLE IN

SADDLE (TYPICAL)

CONCRETE PAD

FINISHED GRADE

OR PAVEMENT

EXOTHERMIC WELD

(TYPICAL)

3/4" DIAMETER X 10 FOOT LONG

COPPER CLAD STEEL GROUND

ROD DRIVEN 12 INCHES BELOW

FINISHED GRADE (TYPICAL OF 3)

TO GROUNDING HOLE

AT SADDLE ON OTHER

SIDE OF TANK

TO GROUNDING HOLE

AT SADDLE ON OTHER

SIDE OF TANK

STAINLESS STEEL, EXPANSION

TYPE ANCHOR BOLT WITH NUT

AND WASHER (TYPICAL)

RGS SLOTTED UNISTRUT

CHANNELS (3"W X 1.5"D X

1/4" THICK)

RGS BOLT WITH NUT AND

WASHER (TYPICAL)

RGS UNISTRUT POST BASE

SUPPORT (TYPICAL)

FINISHED PAVEMENT

ENTIRE SPACE WITHIN DISPENSERS

WITHIN 18" OF DISPENSER ENCLOSURE OR THAT

PORTION OF DISPENSER ENCLOSURE

CONTAINING LIQUID HANDLING COMPONENTS,

EXTENDING HORIZONTALLY 20' IN ALL DIRECTIONS

AND DOWN TO GRADE LEVEL

WITHIN 5' OF OPEN END VENT, EXTENDING IN ALL DIRECTIONS

BETWEEN 5' AND 10' FROM OPEN END OF VENT, EXTENDING IN ALL

DIRECTIONS.

WITHIN 10' OF SHELL ENDS, AND TOP OF TANK

ENTIRE VOLUME OF INSIDE OF TANK

PIPE SLEEVE - SIZE AS

REQUIRED

CONCRETE WALL OR

FLOOR SLAB

CONDUIT

PACKING MATERIAL: 3"

DEPTH, 4PCF, MINERAL

WOOL 1/2" FROM SURFACE

3M FIREDAM 150

CAULK 1/2" DEPTH

1" MAXIMUM

ANNULAR SPACE

1" MAXIMUM

ANNULAR SPACE

8" X 8"

WIREWAY

8" X 8"

WIREWAY

EXISTING

DIESEL TANK

EXISTING

DIESEL TANK

ELE…