3-Addendum 1 106807-0004 Abington Twp EV stations Released for bid.pdf

Copyright 2025 SPOTTS, STEVENS & MCCOY 106807.0004/G.0-00

INDEX TO DRAWINGS

DWG NO. LOCATION DESCRIPTION

G.0-00 COVER SHEET

G.0-01 NOTES

EP.1-01 TOWNSHIP BUILDING SITE PLAN

EP.1-02 TOWNSHIP BUILDING PARTIAL FLOOR PLAN AND DETAILS

EP.1-03 FREE LIBRARY SITE PLAN

EP.1-04 FREE LIBRARY PARTIAL FLOOR PLANS AND DETAILS

EP.1-05 CRESTMONT PARK SITE PLAN

EP.1-06 CRESTMONT PARK PARTIAL FLOOR PLAN AND DETAILS

LOCATION MAP

1047 North Park Road Reading, PA 19610-0307 610.621.2000

701 Creekside Lane Lititz, PA 17543 717.568.2678

Engineers and Consultants

SPOTTS, STEVENS & MCCOY

ssmgroup.com

READING

LANCASTER

Roma Corporate Center, Suite 106 1605 N Cedar Crest Blvd Allentown, PA 18104 610.849.9700

LEHIGH VALLEY

101 East Evans Street West Chester, PA 19380 610.621.2000

WEST CHESTER

CRESTMONT PARK

TOWNSHIP BUILDING

FREE LIBRARY

TOWNSHIP BUILDING - 1176 OLD YORK RD, ABINGTON

FREE LIBRARY - 1030 OLD YORK RD, ABINGTON

CRESTMONT PARK - 2595 RUBICAM AVE, WILLOW GROVE

11/26/25

100% CLIENT REVIEW

ISSUED FOR

AutoCAD SHX Text

ABINGTON TOWNSHIP

AutoCAD SHX Text

MONTGOMERY COUNTY, PENNSYLVANIA

AutoCAD SHX Text

BY

AutoCAD SHX Text

PREPARED FOR

AutoCAD SHX Text

EV CHARGING STATIONS DESIGN

C O

PY

R

IG

H

T

S

PO

TT

S, S

TE

VE

N

S

M C

C O

Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

R

EL

EA

SE

D F

O R

PR

O

JE

C

T M

AN

AG

ER

D

AT

E:

N

.B

BA

SE

B Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C

H

EC

KE

D

B Y:

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

N or th P ar k

R oa d R ea di ng , P

A

-0

0.

1.

C re ek si de L an e

Li tit z, P

A

7.

8.

E ng in ee rs a nd C on su lta nt s

SP

O

TT

S, S

TE

VE

N S

M

C C

O Y ss m gr ou p.

co m

R E

A D

IN

G

L A

N C

A S

T E

R

R om a C or po ra te

C en te r, S ui te

N

C ed ar C re st

B lv d A lle nt ow n, P A

0.

9.

L E

H

IG

H V

A L

L E

Y

E as t E va ns S tre et

W es t C he st er

, P A

0.

1.

W E

S T

C H

E S

T E

R

D

ES

C R

IP

TI

O N

N O

D

AT

E

M

AD

E C

H

KD

AP

VD

/0 9/

IS

SU

ED

F O

R B

ID

D

IN

G

C

JC

EV

M

EV

M

AB

IN

G

TO

N T

O W

N

SH

IP

O

LD

Y

O R

K R

O

AD

, A

BI

N G

TO

N

, P A

1-

EV

C

H

AR

G

IN

G S

TA

TI

O N

D

ES

IG

N

11/26/25 106807.0004

106807.0004

BI

D

SA

N

/2

SS

M

N /A

DIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAME

N O

TE

S

G.0-01

TM

F

JM

T

JM

T

G.0-01

GENERAL NOTES:

1. ALL CONSTRUCTION AND DEMOLITION SHALL CONFORM TO THE LATEST EDITIONS OF APPLICABLE LOCAL, STATE, AND

NATIONAL CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE 2020 NEW YORK STATE BUILDING CODE.

INSPECTIONS, AS REQUIRED BY CODE, MUST BE PROVIDED.

2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DISCREPANCIES FOUND IN THESE DRAWINGS AND SPECIFICATIONS SHALL BE IMMEDIATELY

REPORTED IN WRITING TO THE ENGINEER FOR CLARIFICATION.

3. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND SPRINKLER DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. DISCREPANCIES FOUND IN THESE DRAWINGS AND SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ARCHITECT FOR CLARIFICATION. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DETAILS, AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL APPLY.

4. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE ENGINEER OF RECORD'S REVIEW OF SHOP DRAWINGS, PROJECT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ENGINEER OF RECORD OF SUCH DEVIATION AT THE SUBMISSION, AND THE ENGINEER OF RECORD HAS

GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

5. ALL TYPICAL DETAILS NOT CUT ON PLAN APPLY AT ALL APPROPRIATE LOCATIONS. COORDINATE TYPICAL DETAILS.

6. CONTRACTOR SHALL COORDINATE THE GENERAL REQUIREMENTS OF TYPICAL DETAILS WITH PROJECT CONDITIONS, PLANS, SPECIFICATIONS, AND SECTIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO

THEIR SHOP DRAWINGS AND WORK.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO ACHIEVE THE INTENT OF THE DESIGN SHOWN; THE CONTRACTOR SHALL HIRE A PROFESSIONAL ENGINEER AS NECESSARY FOR THEIR DESIGN. THIS INCLUDES THE DESIGN OF ALL SHORING (INCLUDING TEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY PRIOR TO INSTALLATION OF PERMANENT BRACING), SCAFFOLDING AND FORMWORK, AS WELL AS ANY ITEMS NOTED AS DELEGATED DESIGN ITEMS.

8. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ALL NOTES AND ITEMS THAT MAY PERTAIN TO THEIR TRADE. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS.

PROPER COORDINATION WITH OTHER TRADES, SITE SAFETY AND SECURITY, AND WORKERS SAFETY ARE ALSO THE

RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK.

9. SCALES ON THE DRAWINGS ARE FOR INFORMATION ONLY. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED BY SCALING FROM THE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR OVERALL DIMENSIONS.

10. THE CONTRACTOR SHALL PERSONALLY SUPERVISE ALL WORK AND SHALL BE PRESENT ONSITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL FOR THE PROPER COORDINATION AND

EXPEDITING OF THE WORK.

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL FOR THE PROPER COORDINATION AND EXPEDITING OF THE

WORK. CONSTRUCTION SHALL COMPLY WITH OSHA REGULATIONS THROUGHOUT.

12. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY DAMAGE TO ADJACENT STRUCTURES AND

UTILITIES.

13. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION MATERIALS FREE FROM DEFECT AND INSTALLED PLUMB AND

SQUARE BY EXPERIENCED TRADESMAN.

14. THE CONTRACTOR IS RESPONSIBLE FOR SURVEYING AND VERIFICATION OF EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO THE LOCATION, ELEVATION AND DIMENSIONS OF EXISTING OBJECTS INCLUDING UTILITIES.

15. WHERE CONSTRUCTION INVOLVES AN EXISTING STRUCTURE, THE CONTRACTOR SHALL PROVIDE SHORING AND PROTECTION OF THAT STRUCTURE AS NEEDED TO TO ACHIEVE THE INTENT OF THE DESIGN SHOWN.

16. THE REPAIR AND/OR REPLACEMENT OF EXISTING CONSTRUCTION DAMAGED OR OTHERWISE ALTERED AS A RESULT OF CONTRACTOR MEANS AND METHODS SHALL BE INCLUDED AS PART OF THE WORK. ALL SUCH WORK SHALL REINSTATE THE

EXISTING CONDITION TO ITS ORIGINAL STATE PRIOR TO THE WORK BEING PERFORMED.

17. THE CONTRACTOR IS REQUIRED TO LOCATE ALL OPENINGS AND PENETRATIONS IN WALLS, FLOORS AND ROOFS, ETC. ALL OPENINGS MAY NOT BE SHOWN ON STRUCTURAL DRAWINGS; OPENINGS 1'-4" OR LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS.

18. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF

RECORD.

19. NO CHANGE IN SIZE OR DIMENSION OF THE STRUCTURAL MEMBERS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE

ENGINEER OF RECORD.

20. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL POWER REQUIREMENTS NECESSARY TO COMPLETE THE WORK.

21. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED DURING EXCAVATION AND CONSTRUCTION.

22. CONTRACTOR TO PROVIDE A CONCRETE WASH-OUT BOX AS NECESSARY PRIOR TO PLACEMENT OF CONCRETE.

SELECTIVE DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE COORDINATION OF ALL DEMOLITION WORK WITH ALL THE

SUB-CONTRACTORS.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED BY THE CONTRACT DOCUMENTS, AND

DISPOSAL OF REMOVED MATERIALS THEREOF.

3. DEMOLITION KEY NOTES APPLY TO THE PROJECT IN GENERAL AS WELL AS WHERE INDICATED ON PLAN. CONTRACTOR TO

VISIT THE EXISTING BUILDING AND SITE PRIOR TO BID TO NOTE THE DEMOLITION REQUIRED TO EXECUTE THE PROPOSED

DESIGN.

4. DEFINITIONS:

a. REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED OR

TO REMAIN THE OWNERS PROPERTY.

b. REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND

DELIVER TO OWNER READY FOR REUSE.

c. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED.

d. EXISTING TO REMAIN: LEAVE EXISTING ITEMS THAT ARE NOT TO BE REMOVED AND THAT ARE NOT OTHERWISE

INDICATED TO BE SALVAGED OR REINSTALLED.

GENERAL CONTRACTOR SHOULD INCLUDE COSTS FOR ALL DEMOLITION INCLUDING BUT NOT LIMITED TO THE FOLLOWING

5. DEVELOP A WORK PLAN THAT ENABLES PUBLIC WAYS BOTH INSIDE AND OUTSIDE THE BUILDING TO REMAIN ACCESSIBLE.

6. PROPOSED PROTECTION MEASURES: SUBMIT REPORT, INCLUDING DRAWINGS, THAT INDICATES THE MEASURES

PROPOSED FOR PROTECTING INDIVIDUALS AND PROPERTY, FOR ENVIRONMENTAL PROTECTION, AND FOR NOISE

CONTROL. INDICATE PROPOSED LOCATIONS AND CONSTRUCTION OF BARRIERS.

7. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S

PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK.

a. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL

AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF BUILDING.

b. ERECT TEMPORARY COVERED PASSAGEWAYS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.

c. PROTECT FROM DAMAGE EXISTING CONSTRUCTION TO REMAIN IN PLACE WHICH BECOMES EXPOSED DURING

DEMOLITION OPERATIONS.

8. ENVIRONMENTAL CONTROLS: USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO

LIMIT DUST AND DIRT RISING AND SCATTERING IN AIR TO LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING

REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

9. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING:

a. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR

EACH ACTIVITY. ENSURE OWNER'S ON-SITE OPERATIONS ARE UNINTERRUPTED.

b. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES WILL BE INTERRUPTED.

c. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES.

d. USE OF ELEVATOR AND STAIRS.

e. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF PORTIONS OF EXISTING BUILDING AND OF OWNER'S

PARTIAL OCCUPANCY OF COMPLETED WORK.

10. EXISTING CONDITIONS

a. CONTRACTOR IS RESPONSIBLE TO VERIFY IN FIELD ALL EXISTING CONDITIONS. CONTRACTOR TO COORDINATE DIMENSIONS ON PROPOSED CONSTRUCTION WITH EXTENT OF WORK SHOWN ON DEMOLITION PLAN AND NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANY DISCREPANCY WITH DIMENSIONS SHOWN ON DEMOLITION PLAN.

b. CONTRACTOR TO COORDINATE ALL DEMO WORK WITH NEW CONSTRUCTION AND VERIFY IN FIELD ALL EXISTING

CONDITIONS. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS.

11. DAMAGE DURING CONSTRUCTION:

a. RESTORE AND MAKE GOOD ANY DAMAGE WHICH MAY BE DONE IN THE COURSE OF THE DEMOLITION, IRRESPECTIVE

OF WHETHER SUCH DAMAGE SHALL BE DUE TO NEGLIGENCE OR TO THE INHERENT CHARACTER OF THE WORK.

b. WHERE DEMOLITION OF ANY ITEMS RESULTS IN A SURFACE THAT IS ROUGH OR DAMAGED, CONTRACTOR SHALL

CLEAN, SAND AND REPAIR SURFACE AS NECESSARY SO THAT REMOVAL IS NOT APPARENT. WHERE NEW FINISHES

ARE PROPOSED CONTRACTOR SHALL PREP EXISTING SURFACES TO RECEIVE NEW FINISHES.

c. IN THE EVENT OF DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS

TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER.

12. CONTRACTOR IS RESPONSIBLE FOR 100% DEMOLITION OF ALL FOUNDATIONS, WALLS, DOORS, WINDOWS, EQUIPMENT AND

FIXTURES AS OUTLINED BY DEMO PLANS.

13. REMOVED AND SALVAGED ITEMS: CLEAN SALVAGED ITEMS. PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS OF CONTAINERS. STORE ITEMS IN A SECURE AREA UNTIL DELIVERY TO OWNER. TRANSPORT ITEMS TO OWNER'S STORAGE AREA DESIGNATED BY OWNER. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE.

14. REMOVED AND REINSTALLED ITEMS: CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE. PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND

MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED.

15. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE

DEMOLITION OPERATIONS ARE COMPLETE.

16. STRUCTURAL DEMOLITION:

a. CONCRETE: DEMOLISH IN SMALL SECTIONS. USING POWER-DRIVEN SAW, CUT CONCRETE TO A DEPTH OF AT LEAST

3/4 INCH AT JUNCTURES WITH CONSTRUCTION TO REMAIN. DISLODGE CONCRETE FROM REINFORCEMENT AT PERIMETER OF AREAS BEING DEMOLISHED, CUT REINFORCEMENT, AND THEN REMOVE REMAINDER OF CONCRETE.

NEATLY TRIM OPENINGS TO DIMENSIONS INDICATED.

b. MASONRY: DEMOLISH IN SMALL SECTIONS. CUT MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN, USING

POWER-DRIVEN SAW, AND THEN REMOVE MASONRY BETWEEN SAW CUTS.

c. CONCRETE SLABS-ON-GRADE: SAW-CUT PERIMETER OF AREA TO BE DEMOLISHED, AND THEN BREAK UP AND

REMOVE.

18. EXISTING UTILITIES TO BE DISCONNECTED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES SERVING

BUILDINGS AND STRUCTURES TO BE DEMOLISHED.

a. ARRANGE TO SHUT OFF UTILITIES WITH UTILITY COMPANIES.

b. IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILL AFFECT ADJACENT OCCUPIED BUILDINGS, THEN PROVIDE TEMPORARY UTILITIES THAT BYPASS BUILDINGS AND STRUCTURES TO BE DEMOLISHED AND THAT

MAINTAIN CONTINUITY OF SERVICE TO OTHER BUILDINGS AND STRUCTURES.

c. CUT OFF PIPE OR CONDUIT A MINIMUM OF 24 INCHES BELOW GRADE. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING

JURISDICTION.

d. CAP SERVICES THAT ARE EXISTING AND NOT PROPERLY CAPPED.

19. MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION:

a. WHEN REMOVING EXISTING FIXTURES & EQUIPMENT, CONTRACTOR SHALL REMOVE ALL ASSOCIATED WORK SUCH AS HANGERS AND SUPPORT WHICH ARE NOT REQUIRED TO REMAIN FOR THE INSTALLATION OF NEW EQUIPMENT.

b. REMOVE ALL EXISTING MECHANICAL DUCT WORK AND MECHANICAL EQUIPMENT THAT WILL NOT BE REUSED.

REMOVAL SHALL INCLUDE BUT NOT BE LIMITED TO DUCTWORK, DIFFUSERS, RADIATORS, BASEBOARD UNITS, FANS, AND ABANDONED EQUIPMENT. CONTRACTOR SHALL COORDINATE EQUIPMENT REMOVAL WITH MECHANICAL PLANS.

c. CONTRACTOR TO VERIFY CONDITIONS OF EXISTING ELECTRICAL & PLUMBING DURING DEMOLITION AND INFORM

OWNER/ARCHITECT OF ANY ENCOUNTERED PROBLEMS.

d. REMOVE ABANDONED CIRCUITS AND ALL ELECTRICAL EQUIPMENT THAT WILL NOT BE REUSED. REMOVAL SHALL INCLUDE BUT NOT BE LIMITED TO PANELS, OUTLETS, LIGHT FIXTURES, AND MISCELLANEOUS WIRING.

e. CONTRACTOR SHALL PROVIDE NEW OPENINGS AS REQUIRED TO INSTALL NEW MPE & FP WORK AS WELL AS ANY

OTHER EQUIPMENT AREAS TO BE REFRAMED AS REQUIRED.

20. ALL DEMOLITION MATERIAL, TRASH AND DEBRIS SHALL BE PLACED IN DUMPSTER DAILY AND ENTIRE SITE MUST BE KEPT BROOM CLEAN AT ALL TIMES. ALL MATERIALS POSSIBLE SHALL BE RECYCLED USING THE SERVICES OF A CONSTRUCTION

WASTE MANAGEMENT FIRM.

21. THE CONTRACTORS WORK SHALL IN NO WAY IMPEDE THE USE AND OCCUPANCY OF NEIGHBORING FUNCTIONS OF THE BUILDING. PROVIDE MINIMUM OF 72 HOURS ADVANCE NOTICE TO OWNER OF DEMOLITION ACTIVITIES WHICH MAY IMPACT

OWNER'S NORMAL OPERATIONS.

22. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.

23. CONTRACTOR SHALL PREP ALL AREAS OF DEMOLITION FOR INSTALLATION OF NEW FIXTURES, FLOORING, WALLS, EQUIPMENT, ETC. CONTRACTOR IS RESPONSIBLE FOR PROVIDING DISPOSAL OF ALL DEMOLITION DEBRIS.

CONCRETE NOTES:

1. REINFORCED CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE ACI BUILDING

CODE (ACI 318), ACI DETAILING MANUAL (ACI 315), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301)

AND ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI 350), AS APPLICABLE.

2. CONCRETE MIX REQUIREMENTS (ACI 301 4.1): MIX DESIGNS FOR ALL CONCRETE COMPONENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW IN ACCORDANCE WITH ASTM C94 AND THE FOLLOWING:

A. EXTERIOR FLATWORK CONCRETE MIX: COMPRESSIVE STRENGTH 4000 psi. WATER CEMENT RATIO, 0.44 MAX. AIR

ENTRAINED TO 5.5%, ±1% FOR 1-1/2" MAX AGGREGATE SIZE OR 6%, ±1% FOR 1" MAX AGGREGATE SIZE.

1) EXPOSURE CLASS: F3, S0 (UNLESS TESTS EXCEED LIMITS), W1, C2

B. INTERIOR FLATWORK CONCRETE MIX: COMPRESSIVE STRENGTH 4000 PSI. WATER CEMENT RATIO, 0.50 MAX. DO NOT

ALLOW AIR CONTENT OF TROWEL-FINISHED FLOORS TO EXCEED 3 PERCENT.

1) EXPOSURE CLASS: F0, S0 (UNLESS TESTS EXCEED LIMITS), W0, C0

C. FOUNDATION CONCRETE MIX: COMPRESSIVE STRENGTH 3000 psi. WATER CEMENT RATIO, 0.50 MAX. AIR ENTRAINED TO

5.5%, ±1% FOR 1-1/2" MAX AGGREGATE SIZE OR 6%, ±1% FOR 1" MAX AGGREGATE SIZE

1) EXPOSURE CLASS: F1, S0 (UNLESS TESTS EXCEED LIMITS), W0, C1

C. FOUNDATION WALL CONCRETE MIX: COMPRESSIVE STRENGTH 4000 PSI. WATER CEMENT RATIO, 0.50 MAX. AIR ENTRAINED TO 5.5%, ±1% FOR 1-1/2" MAX AGGREGATE SIZE OR 6%, ±1% FOR 1" MAX AGGREGATE SIZE

1) EXPOSURE CLASS: F1, S0 (UNLESS TESTS EXCEED LIMITS), W0, C1

D. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE IS USED. THE

SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH RANGE WATER REDUCING ADMIXTURE SHALL NOT EXCEED 4".

THE SLUMP OF CONCRETE CONTAINING HIGH RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 10".

WORKABILITY SHALL NOT BE ACHIEVED THROUGH ADDITION OF WATER.

3. CONCRETE MATERIALS:

A. CEMENTITIOUS MATERIALS:

(1) PORTLAND CEMENT: ASTM C 150, TYPE I/II, GRAY.

(2) FLY ASH: ASTM C 618, CLASS F.

(3) SLAG CEMENT: ASTM C 989, GRADE 100 OR 120.

B. NORMAL-WEIGHT AGGREGATES: ASTM C 33, GRADED. PROVIDE AGGREGATES FROM A SINGLE SOURCE. SUBJECT TO

ACI 301 SECTION 4.2.1.2.

C. WATER: ASTM C94, CLEAN, POTABLE AND NOT DETRIMENTAL TO CONCRETE

D. AIR-ENTRAINING ADMIXTURE: ASTM C 260.

E. CHEMICAL ADMIXTURES: CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT DO

NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. ADMIXTURES MUST BE COMPLIANT WITH ASTM C494 AND APPROVED BY THE ENGINEER.

4. REINFORCING MATERIALS:

A. REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED

B. WELDED STEEL WIRE FABRIC: ASTM A1064, PLAIN TYPE, IN FLAT SHEETS.

5. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. WHERE CLASSES ARE

NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICES

6. CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

B. EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 2"

#5 OR SMALLER 1-1/2"

C. NOT EXPOSED TO EARTH OR WEATHER

SLABS, WALLS, JOISTS

#14 AND #18 1-1/2"

#11 AND SMALLER 3/4"

BEAMS AND COLUMNS

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1-1/2"

7. CONCRETE SLAB REINFORCEMENT SHALL BE:

4" FLOOR SLAB ON GRADE 6X6-W2.1XW2.1

(PLACE ALL REINFORCING AND WWF 11

2" BELOW TOP OF SLAB WHERE APPLICABLE)

8. CONTRACTOR SHALL PROVIDE ALL BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES AS REQUIRED FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS AND WELDED-WIRE REINFORCEMENT IN PLACE. MANUFACTURE SUPPORTS FROM STEEL, PLASTIC, OR PRECAST CONCRETE ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE."

9. PROVIDE CONTINUOUS REINFORCEMENT AROUND CORNERS AND AT INTERSECTIONS IN ALL WALLS, FOOTINGS AND BEAMS.

10. UNLESS OTHERWISE DETAILED, PROVIDE #4 X 5'-0" LONG BAR AT ALL REENTRANT CORNERS.

11. ALL FOOTING DOWELS SHALL BE THE SAME SIZE, NUMBER & GRADE AS VERTICAL REINFORCEMENT, UNO.

12. COLD-WEATHER PLACING SHALL COMPLY WITH THE PROVISIONS OF ACI-306R. THE USE OF CALCIUM CHLORIDE, SALT, AND

OTHER MATERIALS CONTAINING ANTI FREEZE AGENTS OR CHEMICAL ACCELERATORS SHALL NOT BE PERMITTED UNLESS

OTHERWISE ACCEPTED IN THE MIX DESIGN.

13. HOT-WEATHER PLACING SHALL COMPLY WITH THE PROVISIONS OF ACI-305.

14. JOINT FILLERS: ASTM D1751, ASPHALT IMPREGNATED CELLULOSIC FIBER, PREMOLDED EXPANSION JOINT FILLER.

15. JOINT SEALANT: THROUGHOUT WORK, SEAL & CAULK JOINTS TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF

MOISTURE AND AIR.

16. CURE CONCRETE IN ACCORDANCE WITH ACI 301, SECTION 5.3.6. IF A CURING COMPOUND IS USED, IT MUST BE COMPATIBLE

WITH SPECIFIED SURFACE FINISH MATERIALS.

17. CONTROL JOINTS FOR SLABS ON GRADE SHALL BE SAW CUT IN ACCORDANCE WITH THE PATTERN AS INDICATED ON THE

STRUCTURAL DRAWINGS. THE SPACING OF CONTROL JOINTS SHALL BE ARRANGED SUCH THAT THE AREA OF CONCRETE SLAB BETWEEN CONTROL JOINTS DOES NOT EXCEED 100 SF. COORDINATE WITH THE STRUCTURAL CONTRACT DRAWINGS FOR TYPICAL CONTROL JOINT DETAILS. DIAMOND SHAPES SHALL BE PROVIDED AT ALL COLUMNS.

18. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL SLEEVES, INSERTS, ANCHOR BOLTS AND OTHER EMBEDDED

ITEMS AS REQUIRED BY OTHER TRADES.

19. FINISHING FORMED SURFACES

A. ROUGH-FORMED FINISH: AT ALL CONCRETE SURFACES NOT EXPOSED TO PUBLIC VIEW, AND ELSEWHERE AS

INDICATED.

B. SMOOTH-FORMED (GROUT-CLEANED) FINISH: AT ALL CONCRETE SURFACES EXPOSED TO PUBLIC VIEW, AND

ELSEWHERE AS INDICATED.

20. FINISHING FLOORS AND SLABS

A. TROWEL FINISH: AT ALL SURFACES EXPOSED TO VIEW AND NOT INDICATED TO RECEIVE BROOM FINISH, AND

ELSEWHERE AS INDICATED.

B. BROOM FINISH: AT ALL EXTERIOR CONCRETE PLATFORMS, STEPS, RAMPS, AND ELSEWHERE AS INDICATED.

LAP SPLICE SCHEDULE

BAR SIZE

TENSION SPLICES (INCHES) COMPRESSION

SPLICES

(INCHES)

TOP BARS OTHER BARS

CLASS A CLASS B CLASS A CLASS B

#3 16 21 12 16 12 #4 21 28 16 21 15 #5 27 35 21 27 19 #6 35 46 27 35 23 #7 48 62 37 48 26 #8 63 82 48 63 30 #9 80 104 61 80 34 #10 101 131 78 101 38 #11 125 162 95 125 42

DRILLED HOLES FOR ANCHORS AND DOWELS IN CONCRETE

1. DRILLED HOLE DEPTH TO ACHIEVE LISTED ANCHOR OR DOWEL EMBEDMENT MAY BE GREATER THAN REQUIRED

EMBEDMENT SHOWN IN ANCHOR OR DOWEL TABLES. VERIFY HOLE DEPTH REQUIREMENTS WITH MANUFACTURER.

HOLE DEPTH SHALL NOT BE LESS THAN TABULATED DEPTH.

2. VERIFY DRILL BIT TYPE AND DIAMETERS WITH MANUFACTURER.

3. HOLES SHALL NOT BE DRILLED IN FRESH CONCRETE THAT HAS NOT ACHIEVED ITS SPECIFIED COMPRESSIVE STRENGTH

AND NOT UNTIL A MINIMUM OF TWENTY ONE (21) DAYS AFTER CONCRETE HAS BEEN CAST.

4. USE CARE AND CAUTION AT ALL TIMES TO AVOID CUTTING OR DAMAGING REINFORCEMENT STEEL. DRILL HOLE SIZE AS

RECOMMENDED BY MANUFACTURER, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LOCATIONS TO BE DRILLED SHALL BE CAREFULLY PRESCANNED USING EFFECTIVE MEANS PRIOR TO DRILLING. DRILL PILOT HOLES WITH SMALLER DIAMETERS THAN FINAL HOLES (3/8” MAXIMUM PILOT HOLE DIAMETER) TO DETECT REINFORCEMENT WHERE OTHER

MEANS ARE NOT EFFECTIVE.

5. WHERE REINFORCEMENT IS ENCOUNTERED, SHIFT THE ANCHOR OF DOWEL LOCATIONS SO AS TO AVOID THE REINFORCEMENT BAR. CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ALL CONDITIONS WHERE

REINFORCEMENT IS ENCOUNTERED.

6. ALL ABANDONED HOLES SHALL BE PREPARED USING AN APPROVED NON-SHRINK EPOXY GROUT.

7. WHERE ENCASED STRUCTURAL STEEL IS ENCOUNTERED WHILE DRILLING, NOTIFY THE PROJECT STRUCTURAL

ENGINEER OF RECORD PRIOR TO DRILLING THROUGH STEEL. THE CONTRACTOR MAY BE REQUIRED TO DRILL THROUGH THE STEEL AS REQUIRED TO ACHIEVE MINIMUM EMBEDMENT. NOTIFY THE DESIGN PROFESSIONAL OF RECORD.

8. WHERE STRUCTURAL STEEL IS TO BE ATTACHED USING DRILLED ANCHORS, ANCHOR HOLES SHALL BE DRILLED PRIOR TO PREPARATION OF STEEL SHOP DRAWINGS AND FABRICATION. DRILLED HOLE LOCATIONS SHALL BE RECORDED AND TRANSFERRED USING TEMPLATES FOR THE PURPOSE OF ACCURATELY LOCATING HOLES IN STRUCTURAL STEEL.

ADHESIVE ANCHORS

1. FRESH CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 2,500 PSI AT THE TIME OF ADHESIVE ANCHOR

INSTALLATION.

2. ADHESIVE ANCHOR SYSTEMS SHALL BE TESTED AND ASSESSED IN ACCORDANCE WITH THE MOST RECENT EDITION OF ACI

355.4 "QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE"

3. FRESH CONCRETE AT TIME OF ADHESIVE ANCHOR INSTALLATION SHALL HAVE A MINIMUM AGE OF 21 DAYS.

4. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS. POST-INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS (MPII).

5. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLUDED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION

PROGRAM. THESE ANCHORS ARE DESIGNATED WITH (CERT) AFTER THE ANCHOR CALL-OUT.

6. THE INSTALLER'S QUALIFICATIONS SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

7. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO INSTALL THE ADHESIVE ANCHOR.

8. ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO ADHESIVE INJECTION, AS REQUIRED BY THE MPII.

9. DRILLED AND CLEANED ANCHOR HOLES SHALL BE PROTECTED FROM CONTAMINATION UNTIL THE ADHESIVE IS INSTALLED.

10. ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE CLEAN, OIL-FREE, AND FREE OF LOOSE RUST, PAINT, OR OTHER

COATINGS.

11. INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED IN PLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE

CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE CONCRETE SURFACE. ANCHORS DISPLACED BEFORE FULL ADHESIVE CURE SHALL BE CONSIDERED DAMAGED AND

REPLACED AT THE CONTRACTORS EXPENSE.

12. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT

PURPOSE BY THE BUILDING OFFICIAL.

E V

26"

TYPICAL EV CHARINGING SPOT PAINT

1. PAINT TRAFFIC GREEN (RAL 6024)

E V

TYPICAL EV CHARINGING SPOT SIGN

1. PAINT WHITE BACKGROUND AND TRAFFIC GREEN (RAL 6024)

ELECTRICAL ROOM,

SEE PARTIAL FLOOR

PLAN ON DRAWING

EP.1-02

EV CHARGING STATION #1

EV CHARGING STATION #2

EV CHARGING

STATION #3

FUTURE EV

CHARGING

STATIONS1

E V

E V

E V

E V

E V

E V

C

B

A

BOLLARD (TYP.)

QUAZITE CONCRETE PULL BOX

CATALOG #PC1118JA18

ABINGTON

TOWNSHIP

MUNICIPAL

BUILDING

ABINGTON

TOWNSHIP

POLICE

DEPARTMENT

ABINGTON

FIRE COMPANY

OLD YORK ROAD

G U

ER

N

SE

Y

AV

E

H O

R

AC

E

AV

E

POST AND BASE

PLATE BY EV

MANUFACTURER.

1'-6"Ø

3' -6

SCALE: 3 4"=1'-0"

1' 3'0' 1' 2'

LEVEL 2 EV CHARGER

PEDESTAL FOUNDATION

4' -1

3/8"Ø S.S. EPOXY

ANCHOR w/ 8" EMBED.

(4 PER PLATE),

COORDINATE w/ EV

CHARGER MANUF.

FOR TEMPLATE

#3 TIES @ 16" O/C

(6) #4 VERT

4"

ROUNDED CONCRETE CAP

6" DIA. STEEL

PIPE FILLED

WITH

CONCRETE,

PAINTED

TRAFFIC GREEN

(RAL 6024)

2'-0"Ø

6"

4' -0

4'

-0

SCALE: 3 4"=1'-0"

1' 3'0' 1' 2'

TYPICAL BOLLARD DETAIL

3"

FINISHED GRADE

" M

IN

BACKFILL

CAUTION TAPE

12" BFG

(7) 1" PVC CONDUIT

CLEAN COMPACTED

BACKFILL

3"

NEW ASPHALT FINISHED GRADE

4"

NO SCALE

TRENCH SECTION A

CONCRETE

4" COVER

3"

FINISHED GRADE

" M

IN

BACKFILL

CAUTION TAPE

12" BFG

(6) 1" PVC CONDUIT

CLEAN COMPACTED

BACKFILL

3"

NEW ASPHALT FINISHED GRADE

4"

NO SCALE

TRENCH SECTION B

CONCRETE

4" COVER

FINISHED GRADE

" M

IN

BACKFILL

CAUTION TAPE

12" BFG

1" PVC CONDUIT

CLEAN COMPACTED

BACKFILL

NEW ASPHALT FINISHED GRADE

4"

NO SCALE

TRENCH SECTION C

CONCRETE

4" COVER

C O

PY

R

IG

TT

S, S

TE

VE

N

S

M C

C O

Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

R

EL

EA

SE

D F

O R

PR

O

JE

C

T M

AN

AG

ER

D

AT

E:

N

.B

BA

SE

B Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C

H

EC

KE

D

B Y:

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

N or th P ar k

R oa d R ea di ng , P

A

-0

0.

1.

C re ek si de L an e

Li tit z, P

A

7.

8.

E ng in ee rs a nd C on su lta nt s

SP

O

TT

S, S

TE

VE

N S

M

C C

O Y ss m gr ou p.

co m

R E

A D

IN

G

L A

N C

A S

T E

R

R om a C or po ra te

C en te r, S ui te

N

C ed ar C re st

B lv d A lle nt ow n, P A

0.

9.

L E

H

IG

H V

A L

L E

Y

E as t E va ns S tre et

W es t C he st er

, P A

0.

1.

W E

S T

C H

E S

T E

R

D

ES

C R

IP

TI

O N

N O

D

AT

E

M

AD

E C

H

KD

AP

VD

/0 9/

IS

SU

ED

F O

R B

ID

D

IN

G

C

JC

EV

M

EV

M

AB

IN

G

TO

N T

O W

N

SH

IP

O

LD

Y

O R

K R

O

AD

, A

BI

N G

TO

N

, P A

1-

EV

C

H

AR

G

IN

G S

TA

TI

O N

D

ES

IG

N

11/26/25 106807.0004

106807.0004

BI

D

SA

N

/2

SS

M

N /A

TO

W

N

SH

IP

B

U

IL

D

IN

G

SI

TE

P

LA

N

EP.1-01

TM

F

EP.1-01

15'30' 0' 30' 60'

SCALE: 1"=30'

TOWNSHIP BUILDING

SITE PLAN

INSTALLATION NOTES:

PROVIDE ONE (1) ELECTRIC VEHICLE CHARGING STATION WITH DUAL LEVEL 2 POST MONTED CHARGERS. INSTALLATION SHALL BE PER MANUFACTURER'S INSTRUCTIONS. CHARGING STATION SHALL BE 208V INPUT @ 48A WITH CORD MANAGEMENT, J1772 PLUG, AND 25' CABLE.

MANUFACTURER SHALL BE SIEMENS VERSICHARGE SERIES OR APPROVED EQUAL FROM COSTARS LIST OF APPROVED VENDORS. PURCHASE CHARGING STATION WITH MANUFACTURER'S INSTALLATION VALIDATION AND ONSITE STARTUP INSTRUCTIONS FOR SITE OPERATIONS PERSONNEL. SEE DETAIL 1, THIS SHEET, FOR PEDESTAL FOUNDATION. CONTRACTOR SHALL INSTALL EV CHARGING SIGN FOR EACH PARKING

SPOT.

GENERAL NOTE:

CONTRACTOR SHALL LOCATE, IDENTIFY AND AVOID ALL

EXISTING UNDERGROUND CONDUITS AND UTILITIES.

30 KW

GENERATOR

5 KW

GENERATOR

30A ATS

EC

STORAGE

HEATER

HVAC PANEL 1

HVAC PANEL 2

112.5 KVA TRANSFORMER

15 KVA TRANSFORMER

WATER

HEATER

METER

PANEL DPC

PANEL B

PANEL PA

PANEL

M1BAA

PANEL

EDP

PANEL

MDP

S S

HOLDING CELL

NEW EV PANEL

NEW 75KVA

TRANSFORMER1-1/2" C- W/ 3 #1/0 & 1 #6G

2-1/2" C- W/ 4 #4/0 & 1 #2G

2 2

200A-3P

PC

250A-3P

DPA

125A-3P

DPC

600A-3P

150A-3P

HVAC

TRANSFORMER

300A-3P

PANEL EV

225A MCB

208/120V, 3PH, 4W

MDP, 600A, 480/277V

1-1/2"C - 3#1/0, #6G

2-1/2"C - 4#4/0, #2G

1"C - #2G

TRP-EV

75 KVA

480V - 208/120V

3PH, 4W SECONDARY

TO (3) LEVEL 2 CHARGERS - REFER

TO PANEL SCHEDULES FOR

BRANCH CIRCUIT INFROMATION

1-1/2"C - 3#1/0, #6G

30A-3P

CU-9, CU-12

125A-3P

PANEL DPB

30A-3P

CU-7, CU-13

125A-3P

EDP

ELECTRICAL ROOM, SEE PARTIAL

FLOOR PLAN ON DRAWING EP.1-02

EV CHARGING STATION #1

EV CHARGING STATION #2

EV CHARGING STATION #3

FUTURE EV

CHARGING

STATIONS

E V

E V

E V

E V

E V

E V

BOLLARD (TYP.)

QUAZITE CONCRETE PULL BOX

CATALOG #PC1118JA18

C O

PY

R

IG

TT

S, S

TE

VE

N

S

M C

C O

Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

R

EL

EA

SE

D F

O R

PR

O

JE

C

T M

AN

AG

ER

D

AT

E:

N

.B

BA

SE

B Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C

H

EC

KE

D

B Y:

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

N or th P ar k

R oa d R ea di ng , P

A

-0

0.

1.

C re ek si de L an e

Li tit z, P

A

7.

8.

E ng in ee rs a nd C on su lta nt s

SP

O

TT

S, S

TE

VE

N S

M

C C

O Y ss m gr ou p.

co m

R E

A D

IN

G

L A

N C

A S

T E

R

R om a C or po ra te

C en te r, S ui te

N

C ed ar C re st

B lv d A lle nt ow n, P A

0.

9.

L E

H

IG

H V

A L

L E

Y

E as t E va ns S tre et

W es t C he st er

, P A

0.

1.

W E

S T

C H

E S

T E

R

D

ES

C R

IP

TI

O N

N O

D

AT

E

M

AD

E C

H

KD

AP

VD

/0 9/

IS

SU

ED

F O

R B

ID

D

IN

G

C

JC

EV

M

EV

M

AB

IN

G

TO

N T

O W

N

SH

IP

O

LD

Y

O R

K R

O

AD

, A

BI

N G

TO

N

, P A

1-

EV

C

H

AR

G

IN

G S

TA

TI

O N

D

ES

IG

N

11/26/25 106807.0004

106807.0004

BI

D

SA

N

/2

SS

M

N /A

DIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAME

TO

W

N

SH

IP

B

U

IL

D

IN

G

PA

R

TI

AL

F

LO

O

R P

LA

N

A N

D D

ET

AI

LS

EP.1-02

TM

F

EP.1-02

SCALE: 14"=1'-0"

4' 8'0' 4'

PARTIAL FIRST FLOOR PLAN

INSTALLATION NOTES:

INSTALL NEW 125A-3P CIRCUIT BREAKER WITH HANDLE LOCKING DEVICE IN

SPACE. NEW CIRCUIT BREAKER SHALL MATCH EXISTING MANUFACTURER.

RELOCATE EXISTING DISCONNECT SWITCH AND THEIR RESPECTIVE CIRCUITS FOR

PUMP P-2A AND P-2B IN ORDER TO PROVIDE WALL SPACE FOR NEW PANEL EV.

COORDINATE NEW PANEL EV LOCATION WITH THE EXISITNG EXPANSION TANK.

COORDINATE ROUTING OF CONDUIT WITH OWNER. ROUTING ABOVE CEILING IN

THE HOLDING CELL AREA MAY BE DIFFICULT.

NO SCALE

SINGLE LINE DIAGRAM

10' 0' 10' 20'5'

SCALE: 1"=10'

ENLARGED SITE PLAN

GENERAL NOTE:

ABINGTON

FREE LIBRARY

OLD YORK ROAD

O

LD

O R

C H

AR

D

R O

AD

AD

AM

S

AV

E

ELECTRICAL ROOM, SEE PARTIAL

FLOOR PLAN ON DRAWING EP.1-04

EV CHARGING

STATION #11

E V

E V

A

BOLLARD (TYP.)

POST AND BASE

PLATE BY EV

MANUFACTURER.

1'-6"Ø

3' -6

SCALE: 3 4"=1'-0"

1' 3'0' 1' 2'

LEVEL 2 EV CHARGER

PEDESTAL FOUNDATION

4' -1

3/8"Ø S.S. EPOXY

ANCHOR w/ 8" EMBED.

(4 PER PLATE),

COORDINATE w/ EV

CHARGER MANUF.

FOR TEMPLATE

#3 TIES @ 16" O/C

(6) #4 VERT

4"

ROUNDED CONCRETE CAP

6" DIA. STEEL

PIPE FILLED

WITH

CONCRETE,

PAINTED

TRAFFIC GREEN

(RAL 6024)

2'-0"Ø

6"

4' -0

4'

-0

SCALE: 3 4"=1'-0"

1' 3'0' 1' 2'

TYPICAL BOLLARD DETAIL

FINISHED GRADE

" M

IN

BACKFILL

CAUTION TAPE

12" BFG

1" PVC CONDUIT

CLEAN COMPACTED

BACKFILL

NEW ASPHALT FINISHED GRADE

4"

NO SCALE

TRENCH SECTION A

CONCRETE

4" COVER

C O

PY

R

IG

TT

S, S

TE

VE

N

S

M C

C O

Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

R

EL

EA

SE

D F

O R

PR

O

JE

C

T M

AN

AG

ER

D

AT

E:

N

.B

BA

SE

B Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C

H

EC

KE

D

B Y:

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

N or th P ar k

R oa d R ea di ng , P

A

-0

0.

1.

C re ek si de L an e

Li tit z, P

A

7.

8.

E ng in ee rs a nd C on su lta nt s

SP

O

TT

S, S

TE

VE

N S

M

C C

O Y ss m gr ou p.

co m

R E

A D

IN

G

L A

N C

A S

T E

R

R om a C or po ra te

C en te r, S ui te

N

C ed ar C re st

B lv d A lle nt ow n, P A

0.

9.

L E

H

IG

H V

A L

L E

Y

E as t E va ns S tre et

W es t C he st er

, P A

0.

1.

W E

S T

C H

E S

T E

R

D

ES

C R

IP

TI

O N

N O

D

AT

E

M

AD

E C

H

KD

AP

VD

/0 9/

IS

SU

ED

F O

R B

ID

D

IN

G

C

JC

EV

M

EV

M

AB

IN

G

TO

N T

O W

N

SH

IP

O

LD

Y

O R

K R

O

AD

, A

BI

N G

TO

N

, P A

1-

EV

C

H

AR

G

IN

G S

TA

TI

O N

D

ES

IG

N

11/26/25 106807.0004

106807.0004

BI

D

SA

N

/2

SS

M

N /A

FR

EE

L

IB

R

AR

Y

SI

TE

P

LA

N

EP.1-03

TM

F

EP.1-03

15'30' 0' 30' 60'

SCALE: 1"=30'

FREE LIBRARY

SITE PLAN

INSTALLATION NOTES:

PROVIDE ONE (1) ELECTRIC VEHICLE CHARGING STATION WITH DUAL LEVEL 2 POST MONTED CHARGERS. INSTALLATION SHALL BE PER MANUFACTURER'S INSTRUCTIONS. CHARGING STATION SHALL BE 208V INPUT @ 48A WITH CORD MANAGEMENT, J1772 PLUG, AND 25' CABLE.

MANUFACTURER SHALL BE SIEMENS VERSICHARGE SERIES OR APPROVED EQUAL FROM COSTARS LIST OF APPROVED VENDORS. PURCHASE CHARGING STATION WITH MANUFACTURER'S INSTALLATION VALIDATION AND ONSITE STARTUP INSTRUCTIONS FOR SITE OPERATIONS PERSONNEL. SEE DETAIL 1, THIS SHEET, FOR PEDESTAL FOUNDATION. CONTRACTOR SHALL INSTALL EV CHARGING SIGN FOR EACH PARKING

SPOT.

GENERAL NOTE:

ELECTRICAL

CLOSET

STAGING

AREA

PANEL 'MDP'

125A FUSED

DISCONNECT 208/120V, 3Ø, 4W, 1000A

SERVICE DISCONNECT

PANEL 'A' PANEL 'CP'

PANEL 'CPA'

2-1/2" C- W/ 4 #4/0 & 1 #4G

SERVICE

VESTIBULE

PANEL 'D'

PANEL 'EM' DISC. E12 DISC. E14

TS

NEW EV PANEL

TO PANEL CPA

TO EV CHARGING

STATIONS

SEE EP.1-03 FOR

LOCATIONS

60A-3P

COMPUTER

PANEL

225A-3P 100A-3P

PANEL

H

50A-3P 70A-3P

PANEL EV

225A MCB

208/120V, 3PH, 4W

MDP, 1000A, 208/120V

2-1/2"C - 4#4/0, #2G

1000A FUSED

DISCONNECT

SWITCH

150A-3P

PANEL

C

100A-3P

PANEL

FP

100A-3P

PP2

90A-3P

PANEL

B

100A-3P

PANEL

D

100A-3P

PANEL

A

50A-3P

ELEVATOR

450A-3P

EXISTING

CIRCUIT

EXISTING

CIRCUIT

EXISTING

CIRCUIT

ELECTRICAL ROOM, SEE PARTIAL

FLOOR PLAN ON DRAWING EP.1-04

EV CHARGING STATION #1

E V

E V

BOLLARD (TYP.)

C O

PY

R

IG

TT

S, S

TE

VE

N

S

M C

C O

Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

R

EL

EA

SE

D F

O R

PR

O

JE

C

T M

AN

AG

ER

D

AT

E:

N

.B

BA

SE

B Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C

H

EC

KE

D

B Y:

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

N or th P ar k

R oa d R ea di ng , P

A

-0

0.

1.

C re ek si de L an e

Li tit z, P

A

7.

8.

E ng in ee rs a nd C on su lta nt s

SP

O

TT

S, S

TE

VE

N S

M

C C

O Y ss m gr ou p.

co m

R E

A D

IN

G

L A

N C

A S

T E

R

R om a C or po ra te

C en te r, S ui te

N

C ed ar C re st

B lv d A lle nt ow n, P A

0.

9.

L E

H

IG

H V

A L

L E

Y

E as t E va ns S tre et

W es t C he st er

, P A

0.

1.

W E

S T

C H

E S

T E

R

D

ES

C R

IP

TI

O N

N O

D

AT

E

M

AD

E C

H

KD

AP

VD

/0 9/

IS

SU

ED

F O

R B

ID

D

IN

G

C

JC

EV

M

EV

M

AB

IN

G

TO

N T

O W

N

SH

IP

O

LD

Y

O R

K R

O

AD

, A

BI

N G

TO

N

, P A

1-

EV

C

H

AR

G

IN

G S

TA

TI

O N

D

ES

IG

N

11/26/25 106807.0004

106807.0004

BI

D

SA

N

/2

SS

M

N /A

DIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAME

FR

EE

L

IB

R

AR

Y

PA

R

TI

AL

F

LO

O

R P

LA

N

S

AN

D D

ET

AI

LS

EP.1-04

TM

F

EP.1-04

SCALE: 14"=1'-0"

4' 8'0' 4'

PARTIAL LOWER LEVEL FLOOR PLAN

SCALE: 14"=1'-0"

4' 8'0' 4'

PARTIAL FIRST FLOOR PLAN

INSTALLATION NOTES:

DISCONNECT AND REMOVE 100A-3P CIRCUIT BREAKER FEEDING PANEL CPA. REMOVE CONDUIT AND WIRE ASSOCIATED WITH CIRCUIT BREAKER. INSTALL NEW 225A-3P CIRCUIT BREAKER IN SPACE. NEW CIRCUIT BREAKER SHALL MATCH EXISTING MANUFACTURER. REFEED PANEL CPA FROM NEW 100A-3P CIRCUIT BREAKER IN NEW EV PANEL.

10' 0' 10' 20'5'

SCALE: 1"=10'

ENLARGED SITE PLAN

NO SCALE

SINGLE LINE DIAGRAM

GENERAL NOTE:

ELECTRICAL ROOM, SEE PARTIAL

FLOOR PLAN ON DRAWING EP.1-06

EV CHARGING

STATION #1

FUTURE EV

CHARGING

STATION

EV

EV

A

HVAC

AREA

QUAZITE PULLBOX

CATALOG #PC1118JA18EXISTING WHEEL

STOP (TYP.)

5'

CRESTMONT

CLUBHOUSE

CRESTMONT

POOL

R U

BI

C

AM

A

VE

POST AND BASE

PLATE BY EV

MANUFACTURER.

1'-6"Ø

3' -6

SCALE: 3 4"=1'-0"

1' 3'0' 1' 2'

LEVEL 2 EV CHARGER

PEDESTAL FOUNDATION

4' -1

3/8"Ø S.S. EPOXY

ANCHOR w/ 8" EMBED.

(4 PER PLATE),

COORDINATE w/ EV

CHARGER MANUF.

FOR TEMPLATE

#3 TIES @ 16" O/C

(6) #4 VERT

4"

ROUNDED CONCRETE CAP

6" DIA. STEEL

PIPE FILLED

WITH

CONCRETE,

PAINTED

TRAFFIC GREEN

(RAL 6024)

2'-0"Ø

6"

4' -0

4'

-0

SCALE: 3 4"=1'-0"

1' 3'0' 1' 2'

TYPICAL BOLLARD DETAIL

FINISHED GRADE

" M

IN

BACKFILL

CAUTION TAPE

12" BFG

(2) 1" PVC CONDUITCONCRETE

4" COVER

CLEAN COMPACTED

BACKFILL

3"

4"

NO SCALE

TRENCH SECTION A

C O

PY

R

IG

TT

S, S

TE

VE

N

S

M C

C O

Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

R

EL

EA

SE

D F

O R

PR

O

JE

C

T M

AN

AG

ER

D

AT

E:

N

.B

BA

SE

B Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C

H

EC

KE

D

B Y:

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

N or th P ar k

R oa d R ea di ng , P

A

-0

0.

1.

C re ek si de L an e

Li tit z, P

A

7.

8.

E ng in ee rs a nd C on su lta nt s

SP

O

TT

S, S

TE

VE

N S

M

C C

O Y ss m gr ou p.

co m

R E

A D

IN

G

L A

N C

A S

T E

R

R om a C or po ra te

C en te r, S ui te

N

C ed ar C re st

B lv d A lle nt ow n, P A

0.

9.

L E

H

IG

H V

A L

L E

Y

E as t E va ns S tre et

W es t C he st er

, P A

0.

1.

W E

S T

C H

E S

T E

R

D

ES

C R

IP

TI

O N

N O

D

AT

E

M

AD

E C

H

KD

AP

VD

/0 9/

IS

SU

ED

F O

R B

ID

D

IN

G

C

JC

EV

M

EV

M

AB

IN

G

TO

N T

O W

N

SH

IP

O

LD

Y

O R

K R

O

AD

, A

BI

N G

TO

N

, P A

1-

EV

C

H

AR

G

IN

G S

TA

TI

O N

D

ES

IG

N

11/26/25 106807.0004

106807.0004

BI

D

SA

N

/2

SS

M

N /A

C R

ES

TM

O N

T

PA

R K

SI

TE

P

LA

N

EP.1-05

TM

F

EP.1-05

10'15' 0'5' 20' 40'20'

SCALE: 1"=20'

CRESTMONT PARK

SITE PLAN

INSTALLATION NOTES:

PROVIDE ONE (1) ELECTRIC VEHICLE CHARGING STATION WITH DUAL LEVEL 2 POST MONTED CHARGERS. INSTALLATION SHALL BE PER MANUFACTURER'S INSTRUCTIONS. CHARGING STATION SHALL BE 208V INPUT @ 48A WITH CORD MANAGEMENT, J1772 PLUG, AND 25' CABLE.

MANUFACTURER SHALL BE SIEMENS VERSICHARGE SERIES OR APPROVED EQUAL FROM COSTARS LIST OF APPROVED VENDORS. PURCHASE CHARGING STATION WITH MANUFACTURER'S INSTALLATION VALIDATION AND ONSITE STARTUP INSTRUCTIONS FOR SITE OPERATIONS PERSONNEL. SEE DETAIL 1, THIS SHEET, FOR PEDESTAL FOUNDATION. CONTRACTOR SHALL INSTALL EV CHARGING SIGN FOR EACH PARKING

SPOT.

CONTRACTOR SHALL AVOID EXISTING HVAC EQUIPMENT AND ANY CONDUIT AND POWER ASSOCIATED WITH THEM.

GENERAL NOTE:

CONTRACTOR SHALL LOCATE, IDENTIFY AND AVOID ALL

EXISTING UNDERGROUND CONDUITS AND UTILITIES.

NOTE:

CONTRACTOR SHALL PRESENT AN ADD ALTERNATE TO

INSTALL TWO (2) BOLLARDS IN FRONT OF EV CHARGER.

SPORT

STORAGE MEN'S WOMEN'S

CUST / MECH STORAGE

FIRE ALARM PANEL

PANEL 'P1'

(SECT 1 & 2)

METER

CONTINUES ON

EP.1-05

(2) 1" C- W/ 2 #2 & 1 #8G

ELECTRICAL ROOM, SEE PARTIAL

FLOOR PLAN ON DRAWING EP.1-06

EV CHARGING STATION #1

FUTURE EV

CHARGING

STATION

EV

EV

HVAC

AREA

QUAZITE PULLBOX

CATALOG #PC1118JA18

EXISTING WHEEL

STOP (TYP.)

5'

CRESTMONT

CLUBHOUSE

C O

PY

R

IG

TT

S, S

TE

VE

N

S

M C

C O

Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

R

EL

EA

SE

D F

O R

PR

O

JE

C

T M

AN

AG

ER

D

AT

E:

N

.B

BA

SE

B Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C

H

EC

KE

D

B Y:

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

N or th P ar k

R oa d R ea di ng , P

A

-0

0.

1.

C re ek si de L an e

Li tit z, P

A

7.

8.

E ng in ee rs a nd C on su lta nt s

SP

O

TT

S, S

TE

VE

N S

M

C C

O Y ss m gr ou p.

co m

R E

A D

IN

G

L A

N C

A S

T E

R

R om a C or po ra te

C en te r, S ui te

N

C ed ar C re st

B lv d A lle nt ow n, P A

0.

9.

L E

H

IG

H V

A L

L E

Y

E as t E va ns S tre et

W es t C he st er

, P A

0.

1.

W E

S T

C H

E S

T E

R

D

ES

C R

IP

TI

O N

N O

D

AT

E

M

AD

E C

H

KD

AP

VD

/0 9/

IS

SU

ED

F O

R B

ID

D

IN

G

C

JC

EV

M

EV

M

AB

IN

G

TO

N T

O W

N

SH

IP

O

LD

Y

O R

K R

O

AD

, A

BI

N G

TO

N

, P A

1-

EV

C

H

AR

G

IN

G S

TA

TI

O N

D

ES

IG

N

11/26/25 106807.0004

106807.0004

BI

D

SA

N

/2

SS

M

N /A

DIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAMEDIGITAL FILENAME

C R

ES

TM

O N

T C

LU

BH

O U

SE

PA

R

TI

AL

F

LO

O

R P

LA

N

S

AN

D D

ET

AI

LS

EP.1-06

TM

F

EP.1-06

SCALE: 14"=1'-0"

4' 8'0' 4'

PARTIAL FIRST FLOOR PLAN

INSTALLATION NOTES:

INSTALL NEW 70A-2P CIRCUIT BREAKER IN SPACE. NEW

CIRCUIT BREAKER SHALL MATCH EXISTING MANUFACTURER.

CONTRACTOR SHALL AVOID EXISTING HVAC EQUIPMENT AND

ANY CONDUIT AND POWER ASSOCIATED WITH THEM.

10' 0' 10' 20'5'

SCALE: 1"=10'

ENLARGED SITE PLAN

GENERAL NOTE: