ENTE

RPRI

SE

AV

ENUE

SOUTH

DEAN SIEVERS

PLAC

E

BEN FAIRLESS DRIVE

OLD BO

RDEN

TOWN

MIDDLE DRIVE

ZONED FM

ZONED MPM

NEW FORD MILL ROAD

STEEL ROAD

PENNSYLVANIA NEW JERSEY

ZONED FM

MIDDLE DRIVE

BORD

ENTO

WN

ROAD

MIDDLE DRIVE

SOLA

R

DRIV

E

SOLAR DRIVE

SOUT

H

POR

T

ROAD

SOUTH PORT ROAD

ROAD

GAME

SA

D

RIVE

RIVER ROAD

MIDDLE DRIVE

ENER

GY

D

RIVE

RIVERROAD

OLD BORDENTOWN ROAD

LOT 1a

LOT 1b

PROG

RESS

DR

ZONED RR

ZONED MPM

ZONED SL

ZONED MPM

ZONED HI

ZONED MPM

ZONED MPM

ZONED HI

ZONED MPM

ZONED SL

3PROFESSIONAL

Robert Lawrence Showalter

REGISTERED

ENGINEERNo.19566-E

CO

M

WONM

EA LT H

OF

AI

NAV

EP

LYSNN

ZONING- MPM- MATERIALS PROCESSING & MANUFACTURING

OWNER - TAX PARCEL 13-51-1

1MINOR

SUBDIVISION PLAN

(RECORD SHEET 1 OF 2)

AREA AND YARD REQUIREMENTS

BUCKS COUNTY PLANNING COMMISSION

RECORDER OF DEEDS NOTATION

GENERAL NOTES:

FLOODPLAIN NOTES:

THE FOLLOWING WAIVERS ARE REQUESTED FROM THE FALLS TOWNSHIP SUBDIVISION ANDLAND DEVELOPMENT ORDINANCE.

VARIANCES APPROVED BY THE FALLS TOWNSHIP HEARING BOARD ON OCTOBER 13 2020:

RR

RR

RR

RR

S41°50

'19"E

1196

.79'

R=450.00'

L=328.60'

N89

°59'

59"W

5

30.9

2'

N0°00'00"E110.42'

N89

°59'

59"W

97.1

2' S45°00'01"W24.79'

S0°00'01"W 15.66'

N89

°59'

59"W

2

26.5

3'

N0°00'01"E 22.89'

S89°59'59"E29.85'

N90°00'00"W44.70'

N0°00'00"E 666.25'N90°00'00"E5.70'

S89°58'48"E47.77'

N0°00'00"E 200.00'

S0°00'00"E 554.45'

N0°00'00"E 188.58'

N0°02'21"E 423.08'R=460.00'L=172.20'

N90°00'00"E23.00'

3PROFESSIONAL

Robert Lawrence Showalter

REGISTERED

ENGINEERNo.19566-E

CO

M

WONM

EA LT H

OF

AI

NAV

EP

LYSNN2SITE PLAN

(RECORD SHEET 2 OF 2)

OWNER - TAX PARCEL 13-51-1

ZONING- MPM- MATERIALS PROCESSING & MANUFACTURING

FLOODPLAIN NOTES:

THE FOLLOWING WAIVERS ARE REQUESTED FROM THE FALLS TOWNSHIP SUBDIVISION ANDLAND DEVELOPMENT ORDINANCE.

AREA AND YARD REQUIREMENTS

PARKING SUMMARY

GENERAL NOTES:

BUCKS COUNTY PLANNING COMMISSION

RECORDER OF DEEDS NOTATION

VARIANCES APPROVED BY THE FALLS TOWNSHIP HEARING BOARD ON OCTOBER 13 2020:

RR

RR

RR

RR

S41°50

'19"E

1196

.79'

R=450.00'

L=328.60'

N89

°59'

59"W

5

30.9

2'

N0°00'00"E110.42'

N89

°59'

59"W

97.1

2' S45°00'01"W24.79'

S0°00'01"W 15.66'

N89

°59'

59"W

2

26.5

3'

N0°00'01"E 22.89'

S89°59'59"E29.85'

N90°00'00"W44.70'

N0°00'00"E 666.25'N90°00'00"E5.70'

S89°58'48"E47.77'

N0°00'00"E 200.00'

S0°00'00"E 554.45'

N0°00'00"E 188.58'

N0°02'21"E 423.08'R=460.00'L=172.20'

N90°00'00"E23.00'

3PROFESSIONAL

Robert Lawrence Showalter

REGISTERED

ENGINEERNo.19566-E

CO

M

WONM

EA LT H

OF

AI

NAV

EP

LYSNN3EXISTING FEATURES

PLAN

SOIL LEGEND

OWNER - TAX PARCEL 13-51-1

SITE CAPACITY CALCULATIONS

GENERAL NOTES:

DRAWING SHEET: DRAWING TITLE:

T-1 TITLE SHEET

Z-1 SITE PLAN

C-1 PARTIAL ROOFTOP PLAN

C-2 PARTIAL BASEMENT PLAN

C-3 BUILDING ELEVATION

C-4 EQUIPMENT DETAILS & NOTES

C-5 CONSTRUCTION DETAILS

C-6

CONSTRUCTION DETAILS (CONTINUED)

A-1ANTENNA PLAN, SCHEDULE, DETAILS & NOTES

A-2 SLED DETAILS

A-3PLUMBING DIAGRAM, SCHEDULES & HYBRID CABLE COLOR CODING

A-4 GAMMA SECTOR PLUMBING DIAGRAM

A-5 MAIN DISTRIBUTION BOX & REMOTE RADIO HEAD DETAILS

E-1 ELECTRICAL PLAN & NOTES

E-2 ONE LINE DIAGRAMS

E-3 PANEL SCHEDULE & ELECTRICAL DETAILS

G-1 GROUNDING PLAN & NOTES

G-2 GROUNDING DETAILS

GN-1 SPECIFICATIONS

GN-2

SPECIFICATIONS (CONTINUED)

SHEET INDEX:

NO WORK IS TO BE PERFORMED ON THIS SITE WITHOUT REVIEW OF THE APPROVED

STRUCTURAL ANALYSIS. IF ANY DISCREPANCIES ARE FOUND THE GENERAL

CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING. AT NO TIME WILL ANY

ADDITIONAL ANTENNAS BE INSTALLED WITHOUT WRITTEN CONSENT FROM THE

STRUCTURAL ENGINEER.

NOTE TO GENERAL CONTRACTOR:

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:201 OF

T-1

TITLE SHEET

THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 22"x34". CONTRACTOR SHALL

VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL

IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.

DRAWING SCALE NOTES:

VICINITY MAP: LOCATION MAP:

DRIVING DIRECTIONS: PROJECT DESCRIPTION:HEADING FROM VERIZON OFFICE AT 512 EAST TOWNSHIP LINE ROAD: TURN RIGHT ONTO WALTON ROAD. TURN LEFT

ONTO WEST GERMANTOWN PIKE. TAKE RAMP FOR I-276 EAST TOWARD ALLENTOWN / EXITS 339-359 / NEW JERSEY /

NORTHEAST EXTENSION. TAKE RAMP FOR US-1 NORTH TOWARD MORRISVILLE. TAKE RAMP RIGHT AND FOLLOW

SIGNS FOR OXFORD VALLEY. TURN RIGHT ONTO OXFORD VALLEY ROAD. TURN LEFT ONTO SOUTH BUCKS TOWN

DRIVE. SITE IS ON THE LEFT.

1. PROPOSED EQUIPMENT TO BE INSTALLED WITHIN A NEW 11'-9"x12'-6" (146.9 S.F.) LEASE AREA WITHIN THE

BASEMENT GARAGE.

2. SEVEN (7) ANTENNAS, SEVEN (7) REMOTE RADIO HEAD UNITS AND THREE (3) MAIN DISTRIBUTION BOXES TO

BE INSTALLED ON THREE (3) NON-PENETRATING SLED MOUNTS ON THE BUILDING ROOFTOP. EACH SLED TO

BE INSTALLED IN A NEW 7'-1"x8'-4" LEASE AREA ON ROOFTOP (59.0 S.F. EACH, 177.0 S.F. TOTAL).

3. THREE (3) HYBRID CABLES TO BE ROUTED ON THE INSIDE OF THE EXISTING ROOFTOP PARAPET, ALONG THE

EXISTING BUILDING WALL IN A COVERED CABLE TRAY (PAINTED TO MATCH BUILDING) AND ALONG THE

EXISTING GARAGE CEILING.

4. NEW ELECTRICAL SERVICE TO BE INSTALLED TO PROPOSED EQUIPMENT.

5. NEW TELCO SERVICE TO BE INSTALLED TO PROPOSED EQUIPMENT.

SITE NAME:

SITE ADDRESS:

JURISDICTION:

ZONING:

PARCEL ID:

PARCEL SIZE:

SITE COORDINATES:

GROUND ELEVATION:

STRUCTURE TYPE:

STRUCTURE HEIGHT:

LANDLORD NAME:

LANDLORD ADDRESS:

APPLICANT:

PHI SESAME PLACE

400 OXFORD VALLEY ROAD

LANGHORNE, PENNSYLVANIA 19047

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

HC

13-003-031

7.398 ACRES

N 40°11'00.8" (40.1836°) (NAD83)

W 74°52'10.0" (-74.8694°) (NAD83)

129'± (NAVD 88)

EXISTING BUILDING

155'-0"± AGL (TOP OF PENTHOUSE)

ASHFORD TRS BUCKS COUNTY LLC

C/O ASHFORD HOSPITALITY TRUST INC

14185 DALLAS PARKWAY, SUITE 1100

DALLAS, TEXAS 75254

CELLCO PARTNERSHIP D/B/A

VERIZON WIRELESS

2 VALLEY SQUARE / SUITE 300

512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

SITE NAME:PHI SESAME PLACE

NEW BUILD

SITE ADDRESS:400 OXFORD VALLEY ROAD

LANGHORNE, PENNSYLVANIA 19047

SITE SITE

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

ATTN ATTENTION

BTS BASE TRANSMISSION SYSTEM

CONT CONTINUED

CU COPPER

DWG DRAWING

EMT ELECTRICAL METALLIC TUBING

GEN GENERATOR

GRD GROUND

IBC INTERNATIONAL BUILDING CODE

IFC INTERNATIONAL FIRE CODE

LOD LIMIT OF DISTURBANCE

MAX MAXIMUM

MGB MASTER GROUND BAR

MIN MINIMUM

MTS MANUAL TRANSFER SWITCH

NEC NATIONAL ELECTRICAL CODE

POB POINT OF BEGINNING

POC POINT OF CONNECTION

POT POINT OF TERMINATION

PPC POWER PROTECTION CABINET

PVC POLYVINYL CHLORIDE

RGS RIGID GALVANIZED STEEL

RF RADIO FREQUENCY

TYP TYPICAL

ABBREVIATIONS:

N N

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

SITE INFORMATION:

MUNICIPALITY:

POLICE:

FIRE:

FALLS TOWNSHIP

188 LINCOLN HIGHWAY

FAIRLESS HILLS, PENNSYLVANIA 19030

215-949-9000

FALLS TOWNSHIP POLICE DEPARTMENT

188 LINCOLN HIGHWAY

FAIRLESS HILLS, PENNSYLVANIA 19030

215-945-3100

FAIRLESS HILLS FIRE DEPARTMENT

STATION 31

425 HOOD BOULEVARD

FAIRLESS HILLS, PENNSYLVANIA 19030

215-949-1663

MUNICIPAL DATA:

FOR EMERGENCIES CALL 911

PENNSYLVANIA CODE COMPLIANCE:ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN

ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS

ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS

TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS

OF THE FOLLOWING CODES:

BUILDING CODE:

ELECTRICAL CODE:

FIRE SAFETY CODE:

USE GROUP:

CONSTRUCTION TYPE:

INTERNATIONAL BUILDING CODE 2015 (PUCC)

NATIONAL ELECTRICAL CODE 2014

INTERNATIONAL FIRE CODE 2015

U (UTILITY)

IIB

05/27/2020

SOUTH BUCKS TOWN DRIVE

PROPERTY OWNER:ASHFORD TRS BUCKS COUNTY LLC

C/O ASHFORD HOSPITALITY TRUST INCPREMISES ADDRESS: 400 OXFORD VALLEY ROAD

LANGHORNE, PENNSYLVANIA 19047PARCEL ID: 13-003-031

LAND AREA: 7.398 ACRESZONING: HC

OX

FOR

D V

ALL

EY

RO

AD

SOUTH BUCKS TOWN DRIVE

EXISTING PARCEL BOUNDARY

(TYP)

EXISTING

PARKING

LOT

EXISTING BUILDING

(TYP)

PROPOSED CELLCOPARTNERSHIP11'-9"x12'-6" (146.9 S.F.)LEASE AREA WITHINBASEMENT GARAGE

PROPOSED CELLCO PARTNERSHIP7'-1"x8'-4" (59.0 S.F.)

LEASE AREA ON ROOFTOP(TYP OF 3)

S05°56'20"E

377.23'

S

82°14'0

0"W

282.21'

S05°46'00"E

334.38'

S82°50'4

0"W

420.98'

R=

1587.28' L=

338.88'

N

1

8

°

5

3

'0

8

"

E

2

2

6

.

9

2

'

N

2

3

°

4

9

'3

9

"

E

1

4

3

.

8

6

'

N

2

7

°

1

7

'

5

2

"

E

5

3

.

0

4

'

S

6

3

°

1

7

'

4

0

"

E

1

0

9

.

2

6

'

N

7

1

°

0

7

'4

0

"

E

4

4

7

.

5

0

'

PROPERTY OWNER:

OLSEN, DEBRA M GIFT TRUST

PARCEL ID: 13-003-034

PROPERTY OWNER: VALOX INC

PARCEL ID: 13-003-036

PROPERTY OWNER: FRANKFORD HOSPITAL

PARCEL ID: 13-004-297

PROPERTY OWNER: DEKAP OXFORD L P

PARCEL ID: 13-003-030

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:202 OF

Z-1

SITE PLAN

1. THIS PLAN WAS PREPARED USING AN APPROVED PLAN ENTITLED "ALTA/ACSM

SURVEY PLAN" BY WILLIAM G MAJOR ASSOCIATES, DATED 02-10-2004.

2. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN

STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE

PROPOSED.

3. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.

4. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO

HANDICAP ACCESS REQUIRED).

5. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR

SANITARY SERVICE.

6. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD 88).

7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY

TYPE.

8. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR

ANY SOLID WASTE RECEPTACLES.

9. ACCORDING TO THE F.I.R.M. COMMUNITY PANEL # 42017C0461J, DATED

03-16-2015, THE PROPOSED SITE IS NOT IN A FLOODPLAIN.

GENERAL NOTES:

1

Z-1SITE PLANSCALE = 1" = 50'-0"

N

0' 25' 50' 100'50'

1 INCH = 50 FEET

22"x34"

11"x17"

0' 50' 100' 200'100'

ALPHA SLED MOUNT LEASE AREA: 59.0 S.F

BETA SLED MOUNT LEASE AREA: 59.0 S.F

GAMMA SLED MOUNT LEASE AREA: 59.0 S.F

EQUIPMENT LEASE AREA: 146.9 S.F.

TOTAL CELLCO PARTNERSHIP LEASED AREA: 323.9 S.F.

05/27/2020

PROPOSED CELLCO PARTNERSHIPNON-PENETRATING SLED MOUNT WITHINA NEW 7'-1"x8'-4" (59.0 S.F.) LEASE AREA

(TYP OF 3) (SEE DETAIL 2/A-2)

PROPOSED CABLE TRAYROUTED ACROSS ROOFTOP(TYP) (SEE DETAIL 2/C-5)

PROPOSED CABLES ROUTED UP SIDEOF BUILDING IN A NEW COVEREDCABLE TRAY. COVER TO BE PAINTEDTO MATCH EXISTING BUILDING(SEE DETAIL 3/C-5)

PROPOSED CABLES MOUNTEDTO INSIDE OF PARAPET

(SEE DETAIL 5/C-5)

LOCATION OF CELLCO PARTNERSHIP 11'-9"x12'-6"(146.9 S.F.) LEASE AREA IN BASEMENT GARAGE

(SEE SHEET C-4 FOR MORE DETAIL)

EXISTING EXHAUST FAN

(TYP)

EXISTING GAS

GENERATOR AT GRADE

LOWER ROOF

LOWER ROOF

PENTHOUSE

MAIN ROOF

EXISTING

CONDENSER

PROPOSED CABLES MOUNTEDTO INSIDE OF PARAPET(SEE DETAIL 4/C-5)

PROPOSED GPS ANTENNA(TYP OF 2) (SEE DETAIL 3/A-1)

EXISTING

ROOF ACCESS

PROPOSED 24"x24"x1/2"RUBBER WALK PADMAPA PRODUCTS P/NMWP242 OR EQUIVALENT(PAINT TO MATCH ROOF)COORDINATE WITHBUILDING ROOFER(TYP)

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:203 OF

C-1

PARTIAL ROOFTOP PLAN

1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES,

ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY

COMPANIES OR OTHER PUBLIC AUTHORITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND

INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR

MUNICIPAL AUTHORITIES.

3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING,

OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF

BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID

DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR

THE OVERALL INTENT OF THESE DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING

SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE

CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF

CONSTRUCTION OF THIS FACILITY.

5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL

MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT.

ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID

TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS.

7. THIS PLAN WAS PREPARED USING AN APPROVED PLAN ENTITLED "ALTA/ACSM

SURVEY PLAN" BY WILLIAM G MAJOR ASSOCIATES, DATED 02-10-2004.

8. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN

STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE

PROPOSED.

9. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY.

10. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO

HANDICAP ACCESS REQUIRED).

11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR

SANITARY SERVICE.

12. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.

13. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF

ENGINEER PRIOR TO INSTALLATION.

14. MOUNTS AND ANTENNAS ARE DESIGNED TO MEET PER IBC 2015 (PUCC)

REQUIREMENTS.

15. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.

16. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES

PRIOR TO EXCAVATING.

17. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT

AND CONTACT OWNER'S REPRESENTATIVE.

18. CONSTRUCTION TO COMMENCE UPON COMPLETION OF A PASSING

STRUCTURAL ANALYSIS. STRUCTURAL ANALYSIS TO BE PERFORMED BY

ADVANTAGE ENGINEERS.

GENERAL NOTES:

1C-3

1

C-1ROOFTOP PLANSCALE = 1" = 10'-0"

N

0' 5' 10' 20'10'

1 INCH = 10 FEET

22"x34"

11"x17"

0' 10' 20' 40'20'

05/27/2020

XX

XX

X X X X X X

X

X

X

X

T T T T T T T T T T T T T T T T

TT

TT

TT

TT

TT

T

T

T

T

T T T T T T T T T T T T T T T

TT

TT

PP

P P

T T T T

P P P P P P P P

P

P

EXISTING TELCO DEMARC

EXISTING ELECTRIC PANEL

(TYP)

EXISTING GUIDE RAIL

(TYP)

EXISTING PLYWOOD

SHEATHED SHED

EXISTING

SPRINKLER PIPE

(OVERHEAD)

PROPOSED CABLES ROUTED UP SIDEOF BUILDING IN A NEW COVEREDCABLE TRAY. COVER TO BE PAINTEDTO MATCH EXISTING BUILDING(SEE DETAIL 3/C-5)

PROPOSED CELLCO PARTNERSHIP120/240V, 200A, 1ϕ FUSIBLE DISCONNECT

IN NEMA 3R ENCLOSURE. FUSE AT 200AWITH CLASS RK-1 FUSES, WALL MOUNTED

PROPOSED CELLCO PARTNERSHIP120/240V, 200A, 1ϕ EMON D-MON

SUB-METER, WALL MOUNTED

PROPOSED CELLCO PARTNERSHIP50KV, 480V PRIMARY, 120Y/240V, 1ϕ

STEP-DOWN TRANSFORMER

PROPOSED 2" EMT CONDUIT FOR ELECTRICSERVICE ROUTED ABOVE BASEMENT CEILING(SEE DETAIL 5/E-3)

PROPOSED CELLCO PARTNERSHIP11'-9"x12'-6" (146.9 S.F.) LEASE AREA

PROPOSED CHAIN LINK FENCE(TYP) (SEE DETAIL 1/C-6)

PROPOSED MAN GATE(TYP) (SEE DETAIL 1/C-6)

PROPOSED CELLCO PARTNERSHIP CABLESMOUNTED TO GARAGE CEILING(SEE DETAIL 1/C-5)

EXISTING BOLLARD

(TYP)

EXISTING

COLUMN

(TYP)

PROPOSED CABLES ROUTED ALONG EXTERIORWALL IN A NEW COVERED CABLE TRAY. COVERTO BE PAINTED TO MATCH EXISTING BUILDING(SEE DETAIL 3/C-5)

MECHANICAL

B-17

FEMALE LOCKERS

B-16A

MALE LOCKERS

B-16

EMPLOYEE CAFETERIA

B-15A

LOADING

DOCK

B-14

LAUNDRY

B-20

STORAGE

B-21

HEALTH CLUB

B-36

EXISTING CONDENSER

(TYP)

PROPOSED 2" EMT CONDUIT FOR FIBERSERVICE ROUTED ABOVE BASEMENT CEILING(SEE DETAIL 5/E-3)

PROPOSED WALL PENETRATION(TYP) (SEE DETAIL 6/C-5)

LOBBY

B-25

HOUSEKEEPING

B-23

B-22

B-24

B-24A

EXISTING GAS GENERATOR

CLOSET

B-35

EXISTING 'MA' ELECTRICAL PANEL,

800A, 480V, 3ϕ.

EXISTING INCOMING WATER MAIN

PROPOSED GROUND CONDUCTOR IN 1" EMTCONDUIT ROUTED ABOVE BASEMENT CEILING(SEE DETAIL 4/G-2)

B-42

ASST. GEN.

MGR.

PUMP

ROOM

ACCOUNTING

B-41

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, LLC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

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E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:204 OF

C-2

PARTIAL BASEMENT

PLAN

1

C-2PARTIAL BASEMENT PLANSCALE = 1/8" = 1'-0"

N

4' 0' 4' 8' 16'

1/8 INCH = 1 FOOT

22"x34"

11"x17"

8' 0' 8' 16' 32'

05/27/2020

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

P P P P P P P P P

T

P

P

P

TT

13

5'-0

"

13

2'-6

"

15

5'-0

"

138'

-6"

141'

-6"

TOP OF EXISTING PENTHOUSE

155'-0"± AGL

TOP OF ROOF

132'-6"± AGL

EXISTING GRADE

0'-0" AGL

PROPOSED CELLCO PARTNERSHIPANTENNA RAD CENTER

138'-6"± AGL

TOP OF PROPOSED ANTENNA141'-6"± AGL

TOP OF PARAPET

135'-0"± AGL

PROPOSED FIBER CONDUITROUTED ABOVE

BASEMENT CEILING(SEE DETAIL 5/E-3)

EXISTING TELCO DEMARC

IN BASEMENT

PROPOSED HYBRID CABLES ROUTED UPSIDE OF BUILDING IN A NEW COVEREDCABLE TRAY. COVER TO BE PAINTED TOMATCH EXISTING BUILDING(SEE DETAIL 3/C-5)

PROPOSED CELLCO PARTNERSHIP ANTENNAON NEW SLED MOUNT. ANTENNAS TO BEPAINTED TO MATCH EXISTING BUILDING &MIN. 1' ABOVE PARAPET WALL(TYP) (SEE SHEET A-1 FOR MORE DETAIL)

PROPOSED CELLCO PARTNERSHIPBALLASTED SLED MOUNT(TYP OF 3) (SEE DETAIL 2/A-2)

PROPOSED GPS ANTENNA(TYP OF 2) (SEE DETAIL 3/A-1)

PROPOSED HYBRID CABLES ROUTEDALONG INSIDE OF PARAPET WALL(TYP OF 3) (SEE DETAILS 4 & 5/C-5)

EXISTING GENERATOR

PROPOSED ELECTRIC SERVICE CONDUITROUTED ABOVE BASEMENT CEILING(SEE DETAIL 5/E-3)

PROPOSED BOLLARD(TYP OF 6) (SEE DETAIL 2/C-6)

PROPOSED CELLCO PARTNERSHIPEQUIPMENT IN BASEMENT GARAGE(SEE SHEET C-4 FOR MORE DETAIL)

PROPOSED GROUND CONDUCTORROUTED ABOVE BASEMENT CEILING TOINCOMING WATER MAIN(SEE DETAIL 4/G-2)

EXISTING INCOMING WATER MAIN IN BASEMENT

EXISTING ELECTRIC PANEL

(TYP)

PROPOSED CELLCO PARTNERSHIP 120/240V, 200A, 1ϕFUSIBLE DISCONNECT IN NEMA 3R ENCLOSURE. FUSE AT

200A WITH CLASS RK-1 FUSES, WALL MOUNTED

PROPOSED CELLCO PARTNERSHIP 120/240V, 200A, 1ϕEMON D-MON SUB-METER, WALL MOUNTED

PROPOSED CELLCO PARTNERSHIP 50KV,480V PRIMARY, 120Y/240V, 1ϕ STEP-DOWN TRANSFORMER

EXISTING 'MA' ELECTRICAL PANEL, 800A, 480V, 3ϕ.

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:205 OF

C-3

BUILDING ELEVATION

1

C-3BUILDING ELEVATIONSCALE = 1" = 10'-0"

0' 5' 10' 20'10'

1 INCH = 10 FEET

22"x34"

11"x17"

0' 10' 20' 40'20'

05/27/2020

PROPOSED 10'-0" LONG CELLCOPARTNERSHIP UTILITY FRAME(SEE DETAIL 3/C-6)

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

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

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

FUTURE BATTERYCABINET

PROPOSEDBATTERY CABINET

PROPOSEDEQUIPMENT

CABINET

PROPOSED TELCO JUNCTION BOX(BELOW)

PROPOSED NEMA ENCLOSURE

EXISTING CONDENSER

(TYP)

EXISTING BOLLARD

PROPOSED 4'-0" MAN GATEFOR EQUIPMENT ACCESS(SEE DETAIL 1/C-6)

PROPOSED BOLLARD(TYP OF 6) (SEE DETAIL 2/C-6)

EXISTING SPRINKLER PIPE

(OVERHEAD)

PROPOSED CHAIN LINK FENCE(SEE DETAIL 1/C-6)

EXISTING COLUMN

PROPOSED 4'-0" MAN GATEFOR CONDENSER ACCESS(SEE DETAIL 1/C-6)

EXISTING GARAGE WALL

EXISTING PLYWOOD

SHEATHED SHED

3'-0"

4'-0

"

15'-6"

3'-0

" 1'-0"

12'-6

"

3'-0"

3"

3'-0"

3"

2'-6"

PROPOSED POWER TRANSFERLOAD CENTER (PTLC)

200A, 120/240V, 1ϕ,NEMA 3R ENCLOSURE

(SEE DETAIL 7/C-5)

2"

EMPLOYEE

CORRIDOR

6"

1'-1

"

PROPOSED LIGHT SWITCH / GFCI COMBOIN WEATHERPROOF ENCLOSURE(SEE DETAIL 3/E-3)

PROPOSED LED FLOOD LIGHTFIXTURE WITH INTEGRAL PHOTO

CELL, ACTIVATED BY MANUALSWITCH. LIGHTS ONLY UTILIZED

DURING NIGHTTIME SITEMAINTENANCE

(TYP OF 3) (SEE DETAIL 2/E-3)COMPLIES WITH ENERGY CODES

11'-9"

CELLCO PARTNERSHIP11'-9"x12'-6" (146.9 S.F.)

LEASE AREA

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, LLC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, LLC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:206 OF

C-4

EQUIPMENT DETAILS

& NOTES

1

C-4EQUIPMENT LAYOUT PLANN.T.S.

1. DESIGN INFORMATION AND GENERAL REQUIREMENTS

1.1 CODES

a. DESIGN CONFORMS TO INTERNATIONAL BUILDING CODE (IBC) 2015 (PUCC).

b. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,"

ACI 318-14.

2. EARTHWORK

2.1 FOUNDATIONS

a. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED RESIDUAL SOILS, CAPABLE OF

SAFELY SUPPORTING A NET ALLOWABLE BEARING PRESSURE OF 2000 PSF. IF FOUNDATION

CONDITIONS PROVE UNACCEPTABLE AT ELEVATIONS SHOWN, EXCAVATION SHALL BE CARRIED

DEEPER AND SHALL BE BACKFILLED WITH LEAN CONCRETE TO PLAN FOOTING BOTTOM, OR

REDESIGN OF FOUNDATIONS WILL BE REQUIRED AT THE DIRECTION OF THE ENGINEER.

b. DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING, SHORING AND DRAINAGE NECESSARY

TO MAINTAIN THE EXCAVATION AND PROTECT SURROUNDING STRUCTURES AND UTILITIES.

c. THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING ANY CONCRETE.

3. CONCRETE

3.1 FORMWORK

a. CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE

FOR BUILDINGS," (ACI 301-10).

b. FORMWORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS."

3.2 REINFORCEMENT

a. REINFORCING STEEL ASTM A615, GRADE 60. WELDED WIRE ASTM A185 (FLAT SHEET). LAPS 40 BAR

DIAMETERS UNLESS NOTED. BARS SHALL BE SECURELY HELD IN ACCURATE POSITION BY SUITABLE

ACCESSORIES, TIE BARS, SUPPORT BARS, ETC. HOOK LENGTHS SHALL BE 12 BAR DIAMETERS.

b. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:

FOOTINGS & SLABS CAST AGAINST GROUND . . . . . . . . . . . . . . . . . . . . . 3"

CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER

AT BARS GREATER THAN #5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"

AT BARS #5 OR LESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"

CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER

BEAMS, GIRDERS & COLUMNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"

SLABS & WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4"

3.3 CAST-IN-PLACE-CONCRETE

a. MINIMUM 28 DAY CYLINDER STRENGTH AND MAXIMUM SLUMP, PRIOR TO ADDITION OF SUPER

PLASTICIZERS, AS FOLLOWS:

F'c (PSI) SLUMP

CLASS I FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 3"

CLASS III INTERIOR ELEVATED SLABS & WALLS . . . . . . . . . . . . . . . . . . . 4000 4"

CLASS V OTHER WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4000 4"

CLASS VI LEAN CONCRETE FOR

OVER-EXCAVATION OF FOUNDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . 2000 N/A

b. MIX DESIGN TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 5. NO CALCIUM CHLORIDE OR

ADMIXTURE CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE.

c. COARSE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33 SIZE #57.

COARSE AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C330 GRADED 3/4"

TO 1/4".

d. COLD WEATHER PLACEMENT SHALL COMPLY WITH ACI 306.1

e. HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI 305 R.

f. CHAMFER ALL EXPOSED EDGES 3/4".

g. THE MAXIMUM TEMPERATURE OF ALL CONCRETE AT DELIVERY TO THE SITE SHALL BE 85°F. TOTAL

DELIVERY TIME SHALL BE LESS THAN 75 MIN.

4. STRUCTURAL STEEL

4.1 MATERIALS

a. STRUCTURAL STEEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A992

MISC & PLATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A36, U.N.O.

HSS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A500, GRADE B, Fy=46 ksi

PIPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A53, GRADE B

b. BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A325 U.N.O.

c. WELDING ELECTRODES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AWS A5.1 (E70XX)

d. STEEL CONSTRUCTION SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL STEEL FOR

BUILDINGS".

e. WELDING SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE".

f. THE FABRICATOR SHALL FURNISH CHECKED SHOP AND ERECTION DRAWINGS TO THE ENGINEER,

AND OBTAIN APPROVAL PRIOR TO FABRICATING ANY STRUCTURAL STEEL. SHOP DRAWINGS SHALL

CONFORM TO AISC "DETAILING FOR STEEL CONSTRUCTION".

4.2 CONNECTIONS

a. SHOP CONNECTIONS MAY BE BOLTED OR WELDED.

b. FIELD CONNECTIONS BOLTED WITH A325-N BOLTS, (INSTALLED SNUG TIGHT) UNLESS OTHERWISE

SPECIFIED OR IF WELDED CONNECTIONS ARE NOTED ON DRAWINGS.

c. FIELD CONNECTIONS SHALL BE MADE WITH HIGH TENSILE BOLTS AND HARDENED

WASHERS EXCEPT AS INDICATED ON THE DESIGN DRAWINGS.

d. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED BY THE STEEL

FABRICATOR. CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC

"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AND

AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".

e. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN

APPROVAL OF ENGINEER.

4.3 FINISHES

a. STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A123.

b. ALL STEEL SHALL BE CLEANED OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN

MATERIALS AND BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IF OTHERWISE

INDICATED ON PLAN.

c. FIELD FABRICATIONS SHALL BE TREATED WITH ZRC COLD GALVANIZING COMPOUND OR

EQUAL PRIOR TO ASSEMBLY.

d. BOLTS AND NUTS SHALL BE HOT DIP GALVANIZED PER ASTM A153.

STRUCTURAL NOTES:

05/27/2020

FRONT VIEW SIDE VIEW

TOP VIEW

7'-0

"

3'-2" 11"

11"

3'-2"

1'-8" (V.I.F.)

6" (

V.I

.F.)

1/2" GPS COAX CABLE(TYP OF 2)

PROPOSED UNISTRUTP1000 OR AN APPROVEDEQUAL (VERIFY LENGTHIN FIELD)

HILTI 1/2" THREADED RODAND HIT HY-20 ADHESIVE KIT

WITH SCREEN (3" EMBEDMENT)

PROPOSED 1/2"Ø GALVANIZEDTHREAD WITH DOUBLE NUTS

(VERIFY LENGTH IN FIELD)

PROPOSED 6/12 HYBRIDCABLES W/ STAINLESS STEEL

SNAP-IN HANGERS(TYP OF 3)

NOTE: VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION

SECTION A-A

PROPOSED 6/12HYBRID CABLES(TYP OF 3)

WALL MOUNT BRACKETSITE PRO 1 P/N SP1586

PROPOSED 1/2" GPS COAX(TYP OF 2)

A A

PROPOSED SHROUD(PAINT TO MATCH BUILDING)

PROPOSED 1/2" GPS COAX W/NEW 1/2" STAINLESS STEEL

SNAP IN HANGERS(TYP OF 2)

PROPOSED 6/12 HYBRID CABLE(TYP OF 3) W/ NEW 1-1/4"STAINLESS STEEL SNAP IN HANGERS(USE BARREL CUSHIONS AS REQUIRED)

WALL MOUNT BRACKETSITE PRO 1 P/N SP1586

1/4"Ø HILTI ANCHOR W/ MIN. 1"EMBEDMENT INTO EXISTING WALL

EXISTING BUILDING WALL

PROPOSED 4"x4" P.V.C. SLEEPER,COMMSCOPE PART NO. MT-F1598

OR APPROVED EQUAL

PROPOSED RUBBER SLEEPER PADCOMMSCOPE PART NO. CT-P4

OR APPROVED EQUAL

PROPOSED 6/12 HYBRID CABLEW/ NEW 1-1/4" STAINLESS STEELSNAP IN HANGERS

PROPOSED 12" CABLE TRAYCOMMSCOPE PART NO. MT-F1542-11OR APPROVED EQUAL

PROPOSED WALL MOUNTSITE PRO 1 P/N SP1586 ORAPPROVED EQUAL

SECTION A-A

PROPOSED 6/12 HYBRIDCABLE W/ NEW 1-1/4"STAINLESS STEEL SNAPIN HANGERS

EXISTING PARAPET

ROOFTOP

PROPOSED 1/2" GPS CABLE(TYP OF 2)

WALL MOUNT BRACKETSITE PRO 1 P/N SP1586

PROPOSED 1/2" GPS COAX(TYP OF 2)

A

A

PROPOSED 6/12HYBRID CABLE

1/4"Ø HILTI ANCHOR W/ MIN. 1"EMBEDMENT INTO PARAPET

PROPOSED WALL MOUNTSITE PRO 1 P/N SP1586 ORAPPROVED EQUAL

SECTION A-A

PROPOSED 6/12 HYBRIDCABLE W/ NEW 1-1/4"STAINLESS STEEL SNAPIN HANGERS(TYP OF 2)

EXISTING PARAPET

ROOFTOP

WALL MOUNT BRACKETSITE PRO 1 P/N SP1586

PROPOSED 6/12HYBRID CABLES

(TYP OF 2)

A

A

1/4"Ø HILTI ANCHOR W/ MIN. 1"EMBEDMENT INTO PARAPET

3M FIRESTOP SEALANT CP25WB+CAULK OR EQUAL 1" THICK MINIMUM,APPLY FLUSH WITH WALL

TIGHTLY PACKED FIRERATED INSULATION

PENETRATE MASONRY

CONDUIT

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

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Y O

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DV

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IN

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LC

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XC

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SIV

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F T

HIS

P

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CT

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F T

HIS

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W

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O

F A

DV

AN

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E

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IN

EE

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, L

LC

IS

P

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HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:207 OF

C-5

CONSTRUCTION

DETAILS

1

C-5GARAGE CABLE SECTIONN.T.S.

3

C-5EXTERIOR WALL CABLE ROUTING SECTIONN.T.S.

7

C-5(PTLC) DETAILN.T.S.

POWER TRANSFERLOAD CENTER

4

C-5PARAPET CABLE ROUTING SECTIONN.T.S.

5

C-5PARAPET CABLE ROUTING SECTIONN.T.S.

2

C-5ROOFTOP CABLE TRAY DETAILN.T.S.

6

C-5WALL PENETRATION DETAILN.T.S.

05/27/2020

4'-0" WIDE GATE

6'-0

"

#7 GAUGE GALVANIZEDTENSION WIRE

3/8" STEEL CORNERTRUSS

TENSION BAR (TYP)

10'-0" O.C. MAXIMUM 10'-0" O.C. MAXIMUM

2" STANDARD GAUGEINTERMEDIATE POST 4" STANDARD GAUGE

GATE POST

3" STANDARD GAUGECORNER POST

2" STANDARD GAUGEWELDED GATE PIPES

2" STANDARD GAUGETOP PIPE

2" STANDARD GAUGECENTER PIPE

APPROVED GATELOCKING METHOD

#9 GAUGE 2"x2"FENCE FABRIC

℄ ℄ ℄

℄ ℄PROPOSED 5/8"x6" WEDGE ANCHOR(TYP OF 4 PER BASE SHOE)

PROPOSED POST BASE SHOE,COMMSCOPE P/N WB-BS

OR APPROVED EQUAL(TYP)

1" GAP BETWEENFABRIC AND FLOOR

5'-0

"

CROWN TOPWITH CONCRETE

6" STD. STEEL PIPE,FILL SOLID WITH CONCRETE

BOLLARD TO BEEQUIPPED WITH YELLOWPLASTIC COVER

GARAGE FLOOR

12"X10"X1/2 ⅊

6" STD. STEEL PIPE,FILL SOLID WITH CONCRETE

10"

6"

1'-0"

8"

3/4"Ø BOLT HOLE(TYP OF 4)

TYP 1/4

TYP1/4

7'-6

"

10'-0"

GARAGE FLOOR

3-1/2"Ø STEEL PIPE(TYP)

1-5/8" UNISTRUT(TYP)

4'-0" 4'-0"

PROPOSED 120/240V, 200A,1ϕ ASCO PTLC,NEMA 3R ENCLOSURE(SEE DETAIL 7/C-5)

PROPOSED TELCO JUNCTION BOX

PROPOSED NEMA ENCLOSURE

PROPOSED LIGHTSWITCH / GFCI COMBO IN

WEATHERPROOF ENCLOSURE(SEE DETAIL 3/E-3)

PROPOSED POST BASE SHOECOMMSCOPE P/N WB-BSOR APPROVED EQUAL(TYP)

PROPOSED 5/8"x6"WEDGE ANCHOR(TYP OF 4 PER SHOE)

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:208 OF

C-6

CONSTRUCTION

DETAILS

(CONTINUED)

1

C-6FENCE AND GATE DETAILN.T.S.

2

C-6BOLLARD DETAILN.T.S.

3

C-6UTILITY FRAME DETAILN.T.S.

05/27/2020

NOTES:

THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A 1-1/4" STANDARD

GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST BE THREADED AT

THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH

(MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A

SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT

PIPE SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE

NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT.

GPS ANTENNA MODEL#GPS-TMG-HR-26NCM

DOUBLE RED DOT

PROPOSED 1-1/4" STDMOUNTING PIPE

PROPOSEDMOUNTINGBRACKET

PROPOSED 1/2"GPS COAX

CADWELDCABLE TO

PIPE

ANTENNAMAST

PROPOSEDGROUNDINGKIT

#6 AWGGROUNDINGCABLE

TO MAINGROUNDBAR

PROPOSEDUNIVERSALCLAMP SET(SITE PRO 1P/N: UPC1)

(2) PROPOSED 6/12HYBRID CABLES ROUTED

ON INSIDE OF PARAPET(SEE DETAIL 5/C-5)

B-2700/PCS/850

B-3700

AWS-1/AWS-3850

B-1OPEN

B-4OPEN

PROPOSED CELLCO PARTNERSHIP ANTENNAMIN. 1' ABOVE PARAPET WALL(SEE ANTENNA SCHEDULE ABOVE)

PROPOSED NOKIA AIRSCALEDUAL RRH B2/66a, 320W(NOT PAINTED; COLOR FROMMANUFACTURER TO REMAIN)(TYP OF 1 PER SECTOR, 3 TOTAL)(SEE DETAIL 4/A-5)

PROPOSED 24"x24"x1/2"RUBBER WALK PADMAPA PRODUCTS P/NMWP242 OR EQUIVALENT(PAINT TO MATCH ROOF)COORDINATE WITHBUILDING ROOFER(TYP)

G-2700/PCS/850

G-3700

AWS-1/AWS-3850

G-1OPEN

G-4CBRS

PROPOSED MAINDISTRIBUTION BOX(TYP OF 3)(SEE DETAIL 1/A-5)

PROPOSED NON-PENETRATING SLED MOUNT

(TYP OF 3) (SEE DETAIL 2/A-2)

PROPOSED 6/12 HYBRID CABLE AND(2) 1/2" GPS COAX CABLES ROUTED

ON INSIDE OF PARAPET(SEE DETAIL 4/C-5)

PROPOSED NOKIA AIRSCALEDUAL RRH B5/13, 320W

(NOT PAINTED; COLOR FROM MANUFACTURER TO REMAIN)

(TYP OF 1 PER SECTOR, 3 TOTAL)(SEE DETAIL 5/A-5)

PROPOSED CELLCOPARTNERSHIP ANTENNA

MIN. 1' ABOVE PARAPET WALL(TYP OF 2 PER SECTOR,

6 TOTAL) (SEE ANTENNASCHEDULE ABOVE)

PROPOSEDGPS ANTENNA(TYP OF 2)(SEE DETAIL 3/A-1)

A-2700/PCS/850

A-3700

AWS-1/AWS-3850

A-1OPEN

A-4OPEN

72.0

"

AISG

698-896 MHz

698-896MHz

R1

L-1695-2360MHz

Y1

R-1695-2360MHz

Y2

-45°

+45° +45°

-45°

-45°

4 6

23 1 5

+45°

AISG

1695-2360 MHz

AISG IN AISG IN

OUT IN OUT IN

8.1"

46.1

"

11.9"

7.3"(INSIDE)

2.7"7.1"

1.1"

2.1"

4x Ø 0.5" HOLES

NHH-65B-R2B

11.6

1"

10.63"

0.79"

AAQA

LOCATION AZIMUTH

RAD

CENTER

STATUS TECHNOLOGY ANTENNA MODEL NO.

MECH

DOWNTILT

ELEC

DOWNTILT

TMA/RRU CABLE SIZE

CABLE

LENGTH

AL

PH

A

A-1 - - OPEN - - - - - - -

A-2 20° 138'-6" PROPOSED 700 / PCS / 850 COMMSCOPE NHH-65B-R2B 0° 6° / 4° / 6° B5/13 AHBCC - 474341A SHARED N/A

A-3 20° 138'-6" PROPOSED 700 / AWS-1 / AWS-3 / 850 COMMSCOPE NHH-65B-R2B 0° 6° / 2° / 2° / 6° B2/66a AHFIC - 474239A 6/12 HYBRID CABLE 320'-0"

A-4 - - OPEN - - - - - - -

BE

TA

B-1 - - OPEN - - - - - - -

B-2 190° 138'-6" PROPOSED 700 / PCS / 850 COMMSCOPE NHH-65B-R2B 0° 8° / 4° / 8° B5/13 AHBCC - 474341A SHARED N/A

B-3 190° 138'-6" PROPOSED 700 / AWS-1 / AWS-3 / 850 COMMSCOPE NHH-65B-R2B 0° 8° / 2° / 2° / 8° B2/66a AHFIC - 474239A 6/12 HYBRID CABLE 400'-0"

B-4 - - OPEN - - - - - - -

GA

MM

A

G-1 - - OPEN - - - - - - -

G-2 275° 138'-6" PROPOSED 700 / PCS / 850 COMMSCOPE NHH-65B-R2B 0° 6° / 4° / 6° B5/13 AHBCC - 474341A SHARED N/A

G-3 275° 138'-6" PROPOSED 700 / AWS-1 / AWS-3 / 850 COMMSCOPE NHH-65B-R2B 0° 6° / 2° / 2° / 6° B2/66a AHFIC - 474239A 6/12 HYBRID CABLE 470'-0"

G-4 275° 138'-6" PROPOSED CBRS TONGYU AAQA 0° 0° B48 AZQC CBRS SHARED N/A

TOTAL 6/12 HYBRID CABLE1,190'-0"

TOTAL GPS CABLE 675'-0"

9 OF

A-1

ANTENNA PLAN,

SCHEDULE, DETAILS

& NOTES

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:20

1

A-1PROPOSED ANTENNA PLANN.T.S.

N

3

A-1GPS ANTENNA ELEVATION DETAILN.T.S.

2

A-1ANTENNA DETAILN.T.S.

NOTES:

1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY

ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS.

2. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL.

3. CONTRACTOR TO CONFIRM CABLE COLOR CODING PRIOR TO CONSTRUCTION.

4. COLOR BANDING SHALL BE 2" WIDE ON THE MAIN LINE (5 WRAP MIN.). SPACING TO BE 1" BETWEEN COLORS. COLOR BAND ON JUMPERS 1"

WIDE WITH 1" SPACE. START COLOR BANDS 2" BEYOND WEATHERPROOFING. START SECTOR COLOR NEXT TO END CONNECTOR.

ANTENNA & CABLE SCHEDULE:

ALPH

A SE

CTO

R

ANTE

NN

A AZ

= 2

0°

BET

A S

ECTO

RA

NTE

NN

A A

Z =

190°

GAMMA SECTORANTENNA AZ = 275°

· EACH COLOR BOX = 1 COLOR STRIP

· COLOR PORT IS AT THE JUMPERS FROM THE RRH

· TXRX (PORT1) = 1 STRIP + SECTOR COLOR

· TXRX (PORT2) = 2 STRIPS + SECTOR COLOR

· TXRX (PORT3) = 3 STRIPS + SECTOR COLOR

· TXRX (PORT4) = 4 STRIPS + SECTOR COLOR

· LAA = SECTOR COLOR

· CBRS = GREY + SECTOR COLOR

· CDMA = NO COLOR / BLANK SPACE

· FOR PLUMBING DIAGRAMS; JUST SHOW THE COAX IN THE

TECHNOLOGY COLOR. FOR 1900 MHz PCS, SHOW THE COAX AS GREY

TECHNOLOGY COLOR CODING:

850 MHz LTE

PORT4 PORT3 PORT2 PORT1

2100 MHz AWS3 LTE

PORT4 PORT3 PORT2 PORT1 PORT4 PORT3 PORT2 PORT1 PORT4 PORT3 PORT2 PORT1 PORT4 PORT3 PORT2 PORT1

2100 MHz AWS1 LTE 1900 MHz PCS LTE 700 MHz LTE

SECTOR 2 (D2)

BETA

SECTOR 5 (D5)

EPSILON

GREEN GREEN

GREEN

8

5

0

M

H

z

L

T

E

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

2

1

0

0

M

H

z

A

W

S

3

L

T

E

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

2

1

0

0

M

H

z

A

W

S

1

L

T

E

1

9

0

0

M

H

z

P

C

S

L

T

E

7

0

0

M

H

z

L

T

E

S

E

C

T

O

R

1

(

D

1

)

A

L

P

H

A

S

E

C

T

O

R

4

(

D

4

)

D

E

L

T

A

R

E

D

R

E

D

R

E

D

8

5

0

M

H

z

L

T

E

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

2

1

0

0

M

H

z

A

W

S

3

L

T

E

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

P

O

R

T

4

P

O

R

T

3

P

O

R

T

2

P

O

R

T

1

2

1

0

0

M

H

z

A

W

S

1

L

T

E

1

9

0

0

M

H

z

P

C

S

L

T

E

7

0

0

M

H

z

L

T

E

S

E

C

T

O

R

3

(

D

3

)

G

A

M

M

A

S

E

C

T

O

R

6

(

D

6

)

Z

E

T

A

B

L

U

E

B

L

U

E

B

L

U

E

M M M M

MMM

M

M

M

Br Br Br Br

BrBrBr

Br

Br

Br

Y Y Y Y

YYY

Y

Y

Y

V V V V

VVV

V

V

V

W W W W

WWW

W

W

W

M

M

M

M

M

M

M

M

M

M

B

r

B

r

B

r

B

r

B

r

B

r

B

r

B

r

B

r

B

r

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

V

V

V

V

V

V

V

V

V

V

W

W

W

W

W

W

W

W

W

W

M

M

M

M

M

M

M

M

M

M

B

r

B

r

B

r

B

r

B

r

B

r

B

r

B

r

B

r

B

r

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

V

V

V

V

V

V

V

V

V

V

W

W

W

W

W

W

W

W

W

W

P

O

R

T

1

4

A-1ANTENNA DETAILN.T.S.

05/27/2020

1/2" JUMPER FROM RRHTO ANTENNA

(TYP)

ANTENNA MANUFACTURER'SBRACKET

G G G G G G G

G G G G G G G

G G G G G G G

G G G G

G

GG

GG

GG

GG

GG

GG

G

GG

GG #2 AWG STRANDED

COPPER INSULATEDGROUND WIRE FROM

SECTOR GROUND BAR TOMAIN GROUND BAR

(TYP)

SECTOR GROUND BAR(GALVANIZED)(SEE DETAIL 5/G-2)

RUBBER MATS (INCLUDED WITH SLED KIT)

PROPOSED MAIN DISTRIBUTION BOX(SEE DETAIL 1/A-5)

PROPOSED REMOTE RADIO HEAD(SEE SHEET A-5 FOR MORE DETAIL)

1/1 HYBRID CABLE FROMDISTRIBUTION BOX TO RRH

PROPOSED NON-PENETRATINGROOFTOP SLED MOUNT (COMMSCOPEP/N RF-N12-4-72 OR APPROVED EQUAL)(SEE DETAIL 2/A-2)

PROPOSED CELLCOPARTNERSHIP ANTENNA(TYP) (SEE DETAIL 2/A-1)

12'-0"

8'-8

"6'-0

"

12'-6"

8'-4

1/4

"

8'-2 1/16"

4'-0"

RUBBER MATS (INCLUDED WITH SLED KIT)INSTALLED BETWEEN FRAME BASE AND ROOF

8"x8"x16"HOLLOW

CMU

1,038 LBS INREAR TRAY

PROPOSED NON-PENETRATING ROOF FRAME(COMMSCOPE P/N RF-N12-4-72 OR APPROVED EQUAL)

A A

B

B

PROPOSED TIE DOWN KITCOMMSCOPE P/N RF-TDK

OR APPROVED EQUAL(TYP OF 2 PER SLED)

8"x8"x16" CMU(ALL BALLAST BLOCKS

MUST BE TIED DOWN)

289 LBS INFRONT TRAY

NOTE: A NOMINAL 8"x8"x16" HOLLOW CONCRETE BLOCK (CMU) WEIGHS

37 POUNDS, VERIFY WEIGHT WITH LOCAL SUPPLIER. VERIFY

THAT THERE IS 289 LBS. OF BLOCK IN THE FRONT AND 1,038 LBS.

OF BLOCK IN THE BACK OF THE SLED (1,327 LBS. TOTAL).

10 OF

A-2

SLED DETAILS

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, LLC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:20

1

A-2ANTENNA MOUNTING DETAILN.T.S.

2

A-2ANTENNA SLED DETAILN.T.S.

05/27/2020

POWER CC 6-PRIMARY FIBER PAIRS CC 6-SPARE FIBER PAIRS CC

POWER

PAIR

IDENTIFICATION

COLOR

RTN -48V

X1

X2

X3

X4

X5

X6

BLUE

VIOLET

GREEN

BROWN

YELLOW

WHITE

CONDUCTOR

PAIR

MAIN

COLOR

IDENTIFICATION

SURGE COLOR

PAIR 1

PAIR 2

PAIR 3

PAIR 4

PAIR 5

PAIR 6

PAIR 7

PAIR 8

PAIR 9

BLACK

BROWN

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK WHITE

WHITE

WHITE

BLUE

GRAY

RED

YELLOW

VIOLET

ORANGE

ALARM COLOR CODING

11 OF

A-3

PLUMBING DIAGRAM,

SCHEDULES & HYBRID

CABLE COLOR CODING

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:20

1

A-3PLUMBING DIAGRAMN.T.S.

PROPOSED

EQUIPMENT

CABINET

PROPOSED

MDB

(ANTENNAS)

ALPHA & BETA SECTORS

2

A-36/12 HYBRID CABLE FIBER COLOR CODINGN.T.S.

3

A-36/12 HYBRID CABLE ALARM COLOR CODINGN.T.S.

ROSENBERGER HYBRID CABLE INFORMATION

CABLE LABEL CABLE PARTNUMBER CABLE LENGTH CABLE ORDER

LENGTH

A-1 HL-9612320 302 FT. 320 FT.

A-2 HL-9612400 389 FT. 400 FT.

A-3 HL-9612470 453 FT. 470 FT.

B-1 THRU B-8 HJ-501015 15 FT. 15 FT.

C-1 THRU C-36

1/2" JUMPER

CABLES SUPPLIED

BY CONTRACTOR

1/2" JUMPER CABLES

SUPPLIED BY

CONTRACTOR

AISG CABLE SCHEDULEDESCRIPTION QUANTITY LENGTH

AISG (DAISY CHAIN)

6 0.5M

POSITION 1 POSITION 2 POSITION 3

OPEN 700/PCS/850 700/AWS-1/AWS-3/850

PROPOSED

RACK MOUNTED

DISTRIBUTION POINT

DISTRIBUTION BOX INFORMATIONDISTRIBUTION BOX PART NUMBER QUANTITY

MAIN DISTRIBUTION BOX RRFDC-3315-PF-48 3

RACK MOUNTED DISTRIBUTION POINT RRODC-2260-RM-48 3

DUAL RRH 4T4R B5/13 320W AHBCC 474341A 3

DUAL RRH 4T4R B25/66a 160W AHFIA 473967A 3

MICRO RRH 4T/4R B48 20W AZQC 1

1 2 3 4

AN

T 1

AN

T 2

AN

T 3

AN

T 4

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

AISG

698-896 MHz

698-896MHz

R1

L-1695-2360MHz

Y1

R-1695-2360MHz

Y2

-45°

+45°+45°

-45°

-45°

46

2 315

+45°

AISG

1695-2360 MHz

AISG INAISG IN

OUTINOUTIN

AISG

698-896 MHz

698-896MHz

R1

L-1695-2360MHz

Y1

R-1695-2360MHz

Y2

-45°

+45°+45°

-45°

-45°

46

2 315

+45°

AISG

1695-2360 MHz

AISG INAISG IN

OUTINOUTIN

ANT 1

TX/RX

B66a

RET+DC

ANT 2

TX/RX

B66a

ANT 3

TX/RX

B66a

RET

ANT 4

TX/RX

B66a

ANT 5

TX/RX

B2

RET+DC

ANT 6

TX/RX

B2

ANT 8

TX/RX

B2

ANT 7

TX/RX

B2

RET

5 6 7 8

1 2 3 41

/1

H

YB

RID

C

AB

LE

(B

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

6/1

2 H

YB

RID

C

AB

LE

(A

)

POSITION 4

OPEN

1/1

H

YB

RID

C

AB

LE

(B

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

05/27/2020

12 OF

A-4

GAMMA SECTOR

PLUMBING DIAGRAM

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:20

1

A-4PLUMBING DIAGRAMN.T.S.

PROPOSED

EQUIPMENT

CABINET

PROPOSED

MDB

(ANTENNAS)

GAMMA SECTOR

POSITION 1 POSITION 2 POSITION 3

OPEN 700/PCS/850 700/AWS-1/AWS-3/850

PROPOSED

RACK MOUNTED

DISTRIBUTION POINT

1 2 3 4

AN

T 1

AN

T 2

AN

T 3

AN

T 4

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

AISG

698-896 MHz

698-896MHz

R1

L-1695-2360MHz

Y1

R-1695-2360MHz

Y2

-45°

+45°+45°

-45°

-45°

46

2 315

+45°

AISG

1695-2360 MHz

AISG INAISG IN

OUTINOUTIN

AISG

698-896 MHz

698-896MHz

R1

L-1695-2360MHz

Y1

R-1695-2360MHz

Y2

-45°

+45°+45°

-45°

-45°

46

2 315

+45°

AISG

1695-2360 MHz

AISG INAISG IN

OUTINOUTIN

ANT 1

TX/RX

B66a

RET+DC

ANT 2

TX/RX

B66a

ANT 3

TX/RX

B66a

RET

ANT 4

TX/RX

B66a

ANT 5

TX/RX

B2

RET+DC

ANT 6

TX/RX

B2

ANT 8

TX/RX

B2

ANT 7

TX/RX

B2

RET

5 6 7 8

1 2 3 4

1/1

H

YB

RID

C

AB

LE

(B

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

6/1

2 H

YB

RID

C

AB

LE

(A

)

POSITION 4

CBRS

1/1

H

YB

RID

C

AB

LE

(B

)

1/1

H

YB

RID

C

AB

LE

(B

)

1/1

H

YB

RID

C

AB

LE

(B

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

1/2

" JU

MP

ER

(C

)

05/27/2020

18.7

"

11.7"

10"

16.4"

SIDE VIEWFRONT VIEW

NOTE:

SEE SHEET A-1 FOR MOUNTING LOCATION

MOUNTINGBRACKET

POWER

PAIR

IDENTIFICATION

COLOR

RTN -48V

X1

X2

X3

X4

X5

X6

BLUE

VIOLET

GREEN

BROWN

YELLOW

WHITE

GAMMA OVP

OVP-1

700-3

GAMMA

OVP-2

OVP-3

OVP-4

OVP-5

OVP-6

850-3

GAMMA

PCS-3

GAMMA

AWS-3

GAMMA

FUTURE

GAMMA

FUTURE

GAMMA

POWER

PAIR

IDENTIFICATION

COLOR

RTN -48V

X1

X2

X3

X4

X5

X6

BLUE

VIOLET

GREEN

BROWN

YELLOW

WHITE

BETA OVP

OVP-1

700-2

BETA

OVP-2

OVP-3

OVP-4

OVP-5

OVP-6

850-2

BETA

PCS-2

BETA

AWS-2

BETA

FUTURE

BETA

FUTURE

BETA

POWER

PAIR

IDENTIFICATION

COLOR

RTN -48V

X1

X2

X3

X4

X5

X6

BLUE

VIOLET

GREEN

BROWN

YELLOW

WHITE

ALPHA OVP

OVP-1

700-1

ALPHA

OVP-2

OVP-3

OVP-4

OVP-5

OVP-6

850-1

ALPHA

PCS-1

ALPHA

AWS-1

ALPHA

FUTURE

ALPHA

FUTURE

ALPHA

M10 NUT

OPPOSITE BRACKET

FLATWASHER

LOCKWASHER300MM M10HEX BOLT (TYP)

80MM M10HEX BOLT (TYP)

POLEBRACKET

TXRX1B66a

RET+DC

TXRX5B2

RET+DC

TXRX2B66a

TXRX3B66aRET

TXRX4B66a

TXRX6B2

TXRX8B2

TXRX7B2

RET

CONNECTION PORTS (BOTTOM)

ANT 1

TX/RX

B66a

RET+DC

ANT 2

TX/RX

B66a

ANT 3

TX/RX

B66a

RET

ANT 4

TX/RX

B66a

ANT 5

TX/RX

B2

RET+DC

ANT 6

TX/RX

B2

ANT 8

TX/RX

B2

ANT 7

TX/RX

B2

RET

BOTTOM VIEWTOP VIEW

7.1"

12.1"

ANT 1

TX/RX

B66a

RET+DC

ANT 2

TX/RX

B66a

ANT 3

TX/RX

B66a

RET

ANT 4

TX/RX

B66a

ANT 5

TX/RX

B2

RET+DC

ANT 6

TX/RX

B2

ANT 8

TX/RX

B2

ANT 7

TX/RX

B2

RET

TXRX1RET+DC

TXRX2RET

TXRX3RET+DC

TXRX4RET

CONNECTION PORTS (BOTTOM)

AN

T 1

AN

T 2

AN

T 3

AN

T 4

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

BOTTOM VIEWTOP VIEW

7.4"

12.1"

AN

T 1

AN

T 2

AN

T 3

AN

T 4

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

TX

/R

X

RE

T+

DC

TX

/R

X

RE

T

22.1

"

12.1"

FRONT VIEW

320W AHBCC

22.1

"

12.1"

FRONT VIEW

320W AHFIC

11.6

"

9.6"

FRONT VIEW

20W AZQC

3.2"

SIDE VIEW

TOP VIEW

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

TE

N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2013 OF

A-5

MAIN DISTRIBUTION

BOX & REMOTE

RADIO HEAD DETAILS

1

A-5MAIN DISTRIBUTION BOX (EXTERIOR VIEW)N.T.S.

2

A-5MAIN DISTRIBUTION BOX (OVP) COLOR CODINGN.T.S.

NOTE:

PROPOSED REMOTE RADIO HEAD UNIT AND MOUNTING BRACKET

TO BE INSTALLED IN AN ACCESSIBLE LOCATION WITHIN 10'-0" OF

THE ANTENNA.

3

A-5MOUNTING BRACKETN.T.S.

4

A-5NOKIA AIRSCALE DUAL RRH B2/66a DETAILN.T.S.

5

A-5NOKIA AIRSCALE DUAL RRH B5/13 DETAILN.T.S.

REMOTE RADIO HEAD

6

A-5NOKIA AIRSCALE MICRO RRH B48 DETAILN.T.S.

05/27/2020

XX

X X X

X

X

T T T T T T T T

TT

TT

T

T

T T T T T T T

TT

P

P

T T

P P P P

PROPOSED 2" EMT CONDUITFOR FIBER SERVICE ROUTED

ABOVE BASEMENT CEILING(SEE DETAIL 5/E-3)

EXISTING TELCO DEMARC

PROPOSED WALL PENETRATION(TYP) (SEE DETAIL 6/C-5)

PROPOSED 2" EMT CONDUIT FORELECTRIC SERVICE ROUTEDABOVE BASEMENT CEILING(SEE DETAIL 5/E-3)

CLOSETB-35

HEALTH CLUBB-36

MECHANICALB-17

LAUNDRYB-20

LAUNDRYB-21

XX

XX

XX

XX

XX

XX

XX

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

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TT

TT

TT

TT

TT

TT

TT

PP

PP

PP

PP

P P P P P P P P

T T T T T T T T T T T T

P

PP

P P

P P P P P P P P P P P P P P P P P P P P P P P P P

P

P P P P P

PP

P

PP

P

PP

P

PP

P

P

PROPOSED CELLCO PARTNERSHIP 120/240V, 200A, 1ϕFUSIBLE DISCONNECT IN NEMA 3R ENCLOSURE. FUSEAT 200A WITH CLASS RK-1 FUSES, WALL MOUNTED

PROPOSED CELLCO PARTNERSHIP 120/240V, 200A,1ϕ EMON D-MON SUB-METER, WALL MOUNTED

PROPOSED 2" RGS CONDUIT MOUNTED TO GARAGECEILING FOR INCOMING ELECTRIC SERVICE(SEE DETAIL 4/E-3)

PROPOSED 2" RGS CONDUIT MOUNTED TO GARAGECEILING FOR INCOMING TELCO SERVICE(SEE DETAIL 4/E-3)

PROPOSED CELLCO PARTNERSHIP50KV, 480V PRIMARY, 120Y/240V, 1ϕSTEP-DOWN TRANSFORMER

PROPOSED 2" EMT CONDUIT ROUTED ABOVEBASEMENT CEILING FOR INCOMING ELECTRIC SERVICE

(SEE DETAIL 5/E-3)

PROPOSED 2" EMT CONDUIT ROUTED ABOVEBASEMENT CEILING FOR INCOMING TELCO SERVICE

(SEE DETAIL 5/E-3)

(3) 1" RGS CONDUITSMOUNTED TO GARAGE

CEILING FOR ELECTRICSERVICE

(SEE DETAIL 6/E-3)

2" RGS CONDUITMOUNTED TO GARAGE

CEILING FOR FIBERSERVICE

(SEE DETAIL 6/E-3)

PROPOSED LED FLOOD LIGHT FIXTUREACTIVATED BY MANUAL SWITCH.LIGHTS ONLY UTILIZED DURINGNIGHTTIME SITE MAINTENANCE.COMPLIES WITH ENERGY CODES(TYP OF 3) (SEE DETAIL 2/E-3)

EXISTING COLUMN

PROPOSED TELCO JUNCTION BOX(BELOW)

PROPOSED NEMA ENCLOSURE (ABOVE)

EXISTING CONDENSER

(TYP)

EXISTING BOLLARD

(TYP)

EXISTING SPRINKLER PIPE

(OVERHEAD)

PROPOSEDBATTERYCABINET

PROPOSEDEQUIPMENT

CABINET

FUTUREBATTERYCABINET

2" RGS NIPPLE

PROPOSED LIGHT SWITCH / GFCI COMBOIN WEATHERPROOF ENCLOSURE(SEE DETAIL 3/E-3)

EXISTING ELECTRICAL PANEL

(TYP)

PROPOSED WALL PENETRATION(TYP) (SEE DETAIL 6/C-5)

MECHANICALB-17

FEMALE LOCKERSB-16A

T

T T T

TT

T

EXISTING 'MA' ELECTRICAL PANEL,

800A, 480V, 3ϕ.

PROPOSED POWER TRANSFER LOADCENTER (PTLC) 200A, 120/240V, 1ϕNEMA 3R ENCLOSURE(SEE DETAIL 7/C-5)

PROPOSED UTILITY FRAME(SEE DETAIL 3/C-6)

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

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PE

RT

Y O

F A

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IN

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LC

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IS

F

OR

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HE

E

XC

LU

SIV

E U

SE

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F T

HIS

P

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CT

. A

NY

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E-U

SE

O

F T

HIS

D

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WIN

G W

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HO

UT

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E

XP

RE

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ED

W

RIT

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N C

ON

SE

NT

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F A

DV

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NG

IN

EE

RS

, L

LC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2014 OF

E-1

ELECTRICAL PLAN

& NOTES

1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO

SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN

REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY

OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE

BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER

THE CONTRACT HAS BEEN AWARDED.

2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS

ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS

PRIOR TO ROUGH-IN.

3. THE CONDUIT RUNS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT

LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS.

4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL

EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH MECHANICAL

CONTRACTOR AND COMPLY AS REQUIRED.

5. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED

BY NEC.

6. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC.

NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12

INCH MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2 INCH OR LARGER.

7. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT

INSULATING GROUND BUSHINGS.

8. ALL WIRE SHALL BE TYPE THHN/THWN-2, SOLID, ANNEALED COPPER UP TO

SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC STRANDED), 75°C

(167°F), 98% CONDUCTIVITY, MINIMUM #12 AWG.

9. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, JUNCTION BOXES,

EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION

CRAFT, BRADY OR APPROVED EQUAL.

10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL.

11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN, NOT HAND WRITTEN.

12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE

SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL

BE BONDED AT ALL PULL BOXES, JUNCTION BOXES, DISCONNECT SWITCHES,

STARTERS AND EQUIPMENT CABINETS.

13. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, DOCUMENT ANY

AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE

COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION.

14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE

PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT

CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD

LOCATIONS FED FROM (NO EXCEPTIONS).

15. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING)

SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND

EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN OF CONDUIT AND WIRE. ALL

EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE

NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE

PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF THE

DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN

AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLETS, BOXES, ETC.,

AND THE TYPE OF CONNECTIONS (PLUG OR DIRECT) SHALL BE CONFIRMED

WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN.

16. CONDUIT SCHEDULE (UNLESS OTHERWISE NOTED):

WHERE UNDERGROUND, CONDUIT SHALL BE PVC; WHERE EXTERIOR, ABOVE

GRADE, CONDUIT SHALL BE RGS; WHERE INTERIOR, CONDUIT SHALL BE EMT.

ELECTRICAL NOTES:

ELECTRICAL NOTE:PER NEC, THERE SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER

BENDS (360 DEGREES TOTAL) BETWEEN PULL BOXES, FOR EXAMPLE, CONDUIT

BODIES AND BOXES. NOTE: CONTRACTOR SHALL PROVIDE AND INSTALL ANY/ALL

JUNCTION BOXES SIZED IN ACCORDANCE WITH THE NEC GUIDELINES AS REQUIRED

FOR THE INSTALLATION.

LIGHTING NOTE:THE SPECIFIED RAB LIGHTING LIGHT FIXTURE IS LED WITH AN INTEGRAL PHOTO CELL.

THE FIXTURE WILL ONLY ILLUMINATE WHEN THE SWITCH IS ON AND IT IS DARK. THIS

FIXTURE AND CONFIGURATION COMPLIES WITH THE ENERGY CODES. A SEPARATE

PHOTO CELL IS ONLY REQUIRED IF A DIFFERENT LIGHT FIXTURE IS INSTALLED.

ELECTRICAL SYMBOLS:METER

CIRCUIT BREAKER

DISCONNECT SWITCH

TRANSFORMER

PHASE

POWER WIRE

TELCO WIRE

M

T

ϕ

P P

T T

1

E-1ELECTRICAL ROUTINGSCALE = 1/16" = 1'-0"

N

0'8' 8' 16' 24'

1/16 INCH = 1 FOOT

22"x34"

11"x17"

0'16' 16' 32' 48'

2

E-1EQUIPMENT ELECTRICAL PLANSCALE = 3/8" = 1'-0"

0'1' 1' 2' 4' 6'

3/8 INCH = 1 FOOT

22"x34"

11"x17"

0'2' 2' 4' 8' 12'

05/27/2020

200A200A

NOTES:

1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH

CURRENT ADOPTED NATIONAL ELECTRICAL CODE (NEC) AND ALL LOCAL

AND STATE CODES, LAWS AND ORDINANCES. PROVIDE ALL

COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC.

2. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED

IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC

SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID

GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT

LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC

REQUIREMENTS.

3. CONDUITS INSTALLED AT BTS EQUIPMENT ENDS PRIOR TO THE

EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6"

ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED

INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS.

4. SEE PANEL SCHEDULE, DETAIL 1/E-3, FOR COMPLETE CIRCUITING

INFORMATION.

5. VERIFY ACTUAL SITE VOLTAGE PROVIDED BY POWER COMPANY PRIOR

TO ORDERING ANY ELECTRICAL EQUIPMENT.

6. FINAL CONNECTION POINT WITH POWER COMPANY SHALL BE

DETERMINED DURING THE UTILITY WALK WITH THE POWER COMPANY.

7. THE ASCO 300L INTEGRATED LOAD CENTER IS LISTED TO UL1008 AND

MEETS NFPA 100 AND NEC ARTICLES 700, 701 AND 702.

8. CONTRACTOR TO ENSURE PANEL IS NOT OVERLOADED AFTER

INSTALLATION OF ANY ADDITIONAL CIRCUITS APART FROM THOSE

SHOWN ON THIS DOCUMENT.

PROPOSED EQUIPMENTAREA

PROPOSEDEQUIPMENT

CABINET

EXISTING TELCO

DEMARC

PROPOSED 12 STRAND / SINGLEMODE FIBER IN 2" EMT CONDUIT

(SEE DETAIL 5/E-3)

PROPOSED TELCO SERVICE IN2" RGS CONDUIT

REFER TO PANELSCHEDULE ON SHEETE-3 FOR EQUIPMENTCABINET CIRCUITING

PROPOSED POWER TRANSFER LOADCENTER (PTLC) , 120/240V, 200A, 1ϕ

NEMA 3R ENCLOSURE (SEE DETAIL 7/C-5)

INTEGRATED AUTOMATICTRANSFER SWITCH

PROPOSED (3) #3/0 & (1) #4 GRD IN 2" RGS CONDUIT

PROPOSED (8) #10 & (2) #10 GRD IN EACH OF (2) 1" RGS CONDUITS;(4) #12 & (2) #12 GRD IN 1" RGS CONDUIT

EXISTING 'MA' ELECTRICAL PANEL

800A, 480V, 3ϕ.

PROPOSED CELLCO PARTNERSHIP 120/240V, 200A, 1ϕEMON D-MON SUB-METER

PROPOSED 50KVA, 480V PRIMARY,120Y/240V SECONDARY, 1ϕSTEP-DOWN TRANSFORMER

M

100A

INSTALL PROPOSED 100A, 2 POLE,SQUARE D BREAKER COMPATIBLEWITH CELLCO PARTNERSHIPSERVICE.

PROPOSED (2) #2 & (1) #8 GRD IN 1" RGS CONDUIT

T

PROPOSED #2 GROUND IN 3/4" RGS CONDUIT TOBUILDING WATER MAIN OR BUILDING STEEL

PROPOSEDNEMA

ENCLOSURE

PROPOSED 12 STRAND / SINGLE MODEFIBER IN 2" RGS CONDUIT

(SEALTITE NOT TO EXCEED 6 LINEAL FEET)(SEE DETAIL 6/E-3) PROPOSED 12 STRAND / SINGLE

MODE FIBER IN 2" RGS CONDUIT(SEE DETAIL 4/E-3)

PROPOSED (3) #3/0 AWG &(1) #4 GRD IN 2" RGS CONDUIT(SEE DETAIL 4/E-3)

PROPOSED (8) #10 & (2) #10 GRD INEACH OF (2) 1" RGS CONDUITS(SEE DETAIL 6/E-3)

PROPOSED (4) #12 & (2) #12 GRDIN 1" RGS CONDUIT(SEE DETAIL 6/E-3)

P

PP

PP

PP

PP

PP

PP

PP

P P P

PP

PP

P P P

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

PP

TT

TT

T

P P P P P P P P P P P P P P P P P P P P P P P P

P P P P

T T T T T T T T

TT

TT

TT

T

TT

TT

TT

TT

PROPOSED 2" RGS NIPPLE

PP

PP

TT

TT

T

P

P

P P P

P

PROPOSED 50KVA, 480VPRIMARY, 120Y/240V

SECONDARY, 1ϕ STEP-DOWNTRANSFORMER, WALL MOUNTED

PROPOSED CELLCO PARTNERSHIP120/240V, 200A, 1ϕ EMON D-MON SUB-METER

EXISTING 'MA' ELECTRICAL

PANEL 800A, 480V, 3ϕ.

EXISTING

TELCO

DEMARC

PROPOSED (3) #3/0& (1) #4 GRD IN2" RGS CONDUIT

PROPOSEDNEMA ENCLOSURE

PROPOSED TELCOJUNCTION BOX

PROPOSED LIGHT SWITCH/GFCICOMBO IN WEATHERPROOF

ENCLOSURE(SEE DETAIL 3/E-3)

PROPOSED 12 STRAND / SINGLEMODE FIBER IN 2" EMT CONDUIT(SEE DETAIL 5/E-3)

PROPOSED (3) #3/0 AWG &(1) #4 GRD IN 2" EMT CONDUIT(SEE DETAIL 5/E-3)

PROPOSED POWER TRANSFERLOAD CENTER (PTLC),

120/240V, 200A, 1ϕNEMA 3R ENCLOSURE

(SEE DETAIL 7/C-5)

CLOSETB-35

MECHANICALB-17GARAGEGARAGE

M

PROPOSED (2) #2 & (1) #8 GRD IN

1" RGS CONDUIT

PROPOSEDBATTERY CABINET

PROPOSEDEQUIPMENT CABINET

PROPOSED UTILITY FRAME(SEE DETAIL 3/C-6)

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

RO

PE

RT

Y O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, LLC

. IT

IS

F

OR

T

HE

E

XC

LU

SIV

E U

SE

O

F T

HIS

P

RO

JE

CT

. A

NY

R

E-U

SE

O

F T

HIS

D

RA

WIN

G W

IT

HO

UT

T

HE

E

XP

RE

SS

ED

W

RIT

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N C

ON

SE

NT

O

F A

DV

AN

TA

GE

E

NG

IN

EE

RS

, LLC

IS

P

RO

HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2015 OF

E-2

ONE LINE DIAGRAMS

2

E-2POWER & TELCO DIAGRAMN.T.S.

1

E-2ONE LINE POWER DIAGRAMN.T.S.

05/27/2020

PANEL CIRCUITAND

LOAD SCHEDULE

LOAD

LOAD PER PHASE (VA)

PHASE

BA

DESCRIPTION

1

3

5

QT

Y.

UN

IT

V.A

.

LO

AD

S

CO

NT

IN

UO

US

LO

AD

S

N0

N-C

ON

TIN

UO

US

TR

IP

PO

LE

S

WIR

E S

IZ

E

A.I.C

.

10,000 THHN / THWN-2

WIR

E T

YP

E

7

9

11

SUBTOTAL

CONTINUOUS

SUBTOTAL

NON-CONTINUOUS

1,081

VOLTAGE: 120/240

CYCLE: 60 PHASE: 1 WIRE: 3

NEUTRAL: 200 AMPS

MAIN BREAKER: 200 AMP FRAME

MAIN LUGS: AMPS

MAINS: TOP BOTTOM

A.I.C.: 22,000 TRIP: 200 AMPS

MAIN COPPER BUS: 200 AMPS

X

SERVICE: DESIGNATION: LOCATION:

LOAD

LOAD PER PHASE (VA)

PHASE

AB

DESCRIPTION

2

4

6

QT

Y.

UN

IT

V.A

.

LO

AD

S

CO

NT

IN

UO

US

LO

AD

S

N0

N-C

ON

TIN

UO

US

TR

IP

PO

LE

S

WIR

E S

IZ

E

A.I.C

.

WIR

E T

YP

E

10,000THHN / THWN-2

8

10

12

SUBTOTAL

CONTINUOUS

SUBTOTAL

NON-CONTINUOUS

0

MANUFACTURER: ASCO

120/240 VAC

PANEL SCHEDULE

ELECTRICAL BACKBOARD

MODEL NUMBER: 300L SERIES

NO EQUAL: APPROVED EQUAL:

MOUNTING: SURFACE: FLUSH:

X

X

TOTAL KVACONTINUOUS x 1.25

TOTAL KVANON-CONTINUOUS

TOTAL KVA

TOTAL AMPS

30.00

1.44

31.44

131.00

BLK

RED

BLK

RED

BLK

RED

BLK

RED

BLK

RED

BLK

RED

200AS

G

S

N

#3/0

13

15

17

19

21

23

14

16

18

20

22

24

-

-

-

--

- -

-

SPACE

BLK

RED

BLK

RED

BLK

RED

BLK

RED

BLK

RED

BLK

RED

SPACE

12,00012,000

0

SURGEPROTECTION

00

360

1 0 X 60 2 6

60A

X

EQUIPMENT CABINET-AC INPUT 1

1,500 1

1,500 1

1,500

1,500

-

- -

-

SPACE

SPACE

#4

25

27

26

28

BLK

RED

BLK

RED

29

31

33

35

37

39

30

32

34

36

38

40

-

-

-

--

- -

-

SPACE

BLK

RED

BLK

RED

BLK

RED

BLK

RED

BLK

RED

BLK

RED

SPACE

- --SPACE

-

-

-

-

-

- -

-

SPACE

SPACE

-

- -

-

SPACE

SPACE

-

- -

-

SPACE

SPACE

41 42

-

BLK BLK

SPACE

- --- -SPACE

1

1,500

30A

1,500 1

1,500 1

1,500

1801 180GFCI RECEPTACLE

180

813

1 180

27

EQUIPMENT CABINETRECEPTACLE

LIGHTS

-

-

-

-

SPARE

SPARE

1,500 1

0

0

0

-

-

10,000 THHN / THWN-220 1 -

10,000 THHN / THWN-220 1 - 10,000THHN / THWN-2 10 2 30 X

10,000THHN / THWN-2 10 2 30 X 1,500

20A

20A

10,000 THHN / THWN-220 1 12

10,000 THHN / THWN-220 1 12

X

X

10,000 THHN / THWN-220 1 12X

20A

20A

20A

EQUIPMENT CABINET-AC INPUT 3

EQUIPMENT CABINET-AC INPUT 4

EQUIPMENT CABINET-AC INPUT 2

30A

30A

30A 1,500 1,500 1

1,500 1

10,000THHN / THWN-2 10 2 30 X

10,000THHN / THWN-2 10 2 30 X 1,500

1,500 1,500 110,000THHN / THWN-2 10 2 30 X

10 2 30

10,000THHN / THWN-2 X10 2 30

10,000THHN / THWN-2 X10 2 30

SPACE

- --

SPACE

- --

SPACE

- --

BBU BATTERY HEATER 1,0001,0001

10,000 THHN / THWN-220 1 12X

20A

10,000THHN / THWN-2 X

EQUIPMENT CABINET-AC INPUT 51,500 11,500

1,500

30A

1,500 1

1,500 1

1,500

1,500 1

10,000THHN / THWN-2 10 2 30 X

10,000THHN / THWN-2 10 2 30 X 1,500EQUIPMENT CABINET-

AC INPUT 7

EQUIPMENT CABINET-AC INPUT 8

EQUIPMENT CABINET-AC INPUT 6

30A

30A

30A 1,500 1,500 1

1,500 1

10,000THHN / THWN-2 10 2 30 X

10,000THHN / THWN-2 10 2 30 X 1,500

1,500 1,500 110,000THHN / THWN-2 10 2 30 X

10 2 30

10,000THHN / THWN-2 X10 2 30

10,000THHN / THWN-2 X10 2 30 1,500 11,500

120/240 VAC 1ϕ 200 AMP

SERVICE SUPPLIED & INSTALLED

BY SITE ELECTRICAL CONTRACTOR

10,000 THHN / THWN-2X 60 2 6

WATTS

24

APPROXIMATEINITIAL LUMENS

1,664

DESCRIPTION

LAMP SPECIFICATIONS

RAB LIGHTING# BULLET2X1212AA

NOTE: FIXTURE TO BE PROVIDED WITHOUT MOTION SENSOR.

14 1/2"368mm

4 1/2"114 mm

6"15

2mm

6 3/4"171 mm

HILTI ROD COUPLING SLEEVEANCHOR RC 1/2"X2 1/4"

PART# 00336262

1/2"Ø GALVANIZEDTHREADED ROD W/ NUTS& OVERSIZED WASHERS

P1000 UNISTRUTSUPPORT BRACKET

OR APPROVED EQUAL

2" CONDUIT CLAMP(TYP)

VARIES

VA

RIE

S

(3) 1" RGS CONDUITSFOR POWER

1" CONDUIT CLAMP(TYP)2" RGS CONDUIT

FOR FIBER SERVICE

GARAGE CEILING

HILTI ROD COUPLING SLEEVEANCHOR RC 1/2"X2 1/4"

PART# 00336262

1/2"Ø GALVANIZEDTHREADED ROD W/ NUTS& OVERSIZED WASHERS

P1000 UNISTRUTSUPPORT BRACKET

OR APPROVED EQUAL2" EMT CONDUIT FOR FIBER SERVICE

2" CONDUIT CLAMP(TYP)

VARIES

VA

RIE

S

2" EMT CONDUIT FOR ELECTRIC SERVICE

BASEMENT CEILING

HILTI ROD COUPLING SLEEVEANCHOR RC 1/2"X2 1/4"

PART# 00336262

1/2"Ø GALVANIZEDTHREADED ROD W/ NUTS& OVERSIZED WASHERS

P1000 UNISTRUTSUPPORT BRACKET

OR APPROVED EQUAL2" RGS CONDUIT FOR FIBER SERVICE

2" CONDUIT CLAMP(TYP)

VARIES

VA

RIE

S

2" RGS CONDUIT FOR ELECTRIC SERVICE

GARAGE CEILING

MANUFACTURER: GENERAL ELECTRIC

(OR APPROVED EQUAL)

MODEL: U010S010GRP

DEPTH: 5.2"

HEIGHT: 7.1"

WIDTH: 5.8"

WEIGHT: 3.92 LBS.

UL LISTING: 1-UL LISTED

MAX AMPERAGE: 20 A

VOLTAGE: 120V

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

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IN

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, L

LC

IS

P

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HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2016 OF

E-3

PANEL SCHEDULE &

ELECTRICAL DETAILS

6

E-3EQUIPMENT SERVICE ROUTINGN.T.S.

1

E-3PANEL SCHEDULEN.T.S.

2

E-3LED LIGHT FIXTUREN.T.S.

3

E-3GFCI/LIGHT SWITCH ENCLOSUREN.T.S.

5

E-3BASEMENT UTILITY SERVICE ROUTINGN.T.S.

4

E-3GARAGE UTILITY SERVICE ROUTINGN.T.S.

05/27/2020

XX

X

X X X X X

X

X

EXISTING INCOMING WATER MAIN

ATTACH GROUND TO EXISTINGINCOMING WATER MAIN ONSTREET SIDE OF METER(SEE DETAIL 7/G-2)

PROPOSED #2 THHN GROUND CONDUCTORIN 1" EMT CONDUIT ROUTEDABOVE BASEMENT CEILING(SEE DETAIL 4/G-2)

CELLCO PARTNERSHIP11'-9"x12'-6" LEASE AREA(SEE DETAIL 2/G-1)

MECHANICAL

B-17

FEMALE LOCKERS

B-16A

MALE LOCKERS

B-16

EMPLOYEE

CAFETERIA

B-15A

LOADING

DOCK

B-14

GAME

ROOM

B-47

MEETING

B-46

GENERAL

MANAGER

B-45

PUMP

ROOM

B-44

DIRECTOR

OF SALES

B-43

ASST.

GEN. MGR.

B-42

ACCOUNTING

B-41

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

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

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

EXISTING SPRINKLER PIPE

(OVERHEAD)

EXISTING COLUMN

EXISTING

CONDENSER

(TYP OF 2)

EXISTING

BOLLARD

(TYP)

PROPOSEDEQUIPMENT

CABINET

PROPOSEDBATTERYCABINET

FUTUREBATTERYCABINET

PROPOSED #2 BRAIDEDGROUND JUMPER TO

GATE PIPE CONNECTOR(TYP) (SEE DETAIL 2/G-2)

PROPOSED #2 AWGTO FENCE POST

(SEE DETAIL 3/G-2)

PROPOSED 4"x24" MASTER GROUND BAR.PROVIDE (2) #2 AWG SOLID BARE TINNEDTAILS TO GROUND RING(SEE DETAIL 5/G-2)

PROPOSED #2 THHN GROUND CONDUCTORIN 1" EMT CONDUIT ROUTEDABOVE BASEMENT CEILING(SEE DETAIL 4/G-2)

PROPOSED CHAINLINK FENCE(SEE DETAIL 1/C-6)

PROPOSED 4'-0"MAN GATE(TYP) (SEE DETAIL 1/C-6)

#2 AWG GROUNDCONDUCTOR AROUNDEQUIPMENT PERIMETER

PROPOSEDGROUND TO LEDFLOOD LIGHTFIXTURE (TYP)

PROPOSED POWERTRANSFER LOAD CENTER

(PTLC) , 120/240V, 200A, 1ϕNEMA 3R ENCLOSURE

(SEE DETAIL 7/C-5)

PROPOSED NEMAENCLOSURE (ABOVE)

PROPOSED TELCOJUNCTION BOX (BELOW)

PROPOSEDUTILITY FRAME(SEE DETAIL 3/C-6)

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

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IN

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, LLC

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P

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HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2017 OF

G-1

GROUNDING PLAN

& NOTES

1

G-1BASEMENT GROUNDING PLANSCALE = 1" = 10'-0"

N

0' 5' 10' 20'10'

1 INCH = 10 FEET

22"x34"

11"x17"

0' 10' 20' 40'20'

GROUNDING NOTES:

GROUNDING SYMBOLS:

CADWELD TYPE CONNECTION

MECHANICAL TYPE CONNECTION

GROUND WIRE

1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NEC).

2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR THEIR INTENDED USE.

3. ALL GROUND WIRE SHALL BE #2 AWG BARE COPPER TINNED UNLESS NOTED OTHERWISE.

4. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC ("CADWELDS") TO GROUND RODS, GROUND RING

WIRE, AND FENCE POSTS UNLESS NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE

GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES, SPRAY CADWELD WITH GALVANIZED

PAINT.

5. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO-HOLE BRASS MECHANICAL CONNECTORS

WITH STAINLESS STEEL HARDWARE (INCLUDING SCREW SET). CLEAN GROUND BAR TO SHINY METAL

AFTER MECHANICAL CONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT COATING.

6. GROUND CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS.

7. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND

AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT.

8. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND

GROUNDING LEADS WITH A MINIMUM 8" RADIUS.

9. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR-SHIELD (TM OF JET

LUBE, INC.) PRIOR TO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR-SHIELD OR EQUAL.

10. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND VERIFY THAT IMPEDANCE DOES NOT

EXCEED 5 OHMS TO GROUND BY MEANS OF "FALL OF POTENTIAL TEST." TEST SHALL BE WITNESSED BY

CELLCO PARTNERSHIP REPRESENTATIVE AND RECORD OF TEST SHALL BE SUBMITTED TO CELLCO

PARTNERSHIP.

11. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND

CORROSION DOWN TO SHINY METAL. FOLLOWING CONNECTION, APPLY APPROPRIATE ANTI-OXIDIZATION

PAINT.

12. KOPR-SHIELD ANTI-OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS.

13. ALL EXOTHERMIC CONNECTIONS SHALL BE INSTALLED UTILIZING THE PROPER CONNECTION/MOLD AND

MATERIALS FOR THE PARTICULAR APPLICATION.

14. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT.

HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8 INCH DIAMETER AND SHALL BE

STAINLESS STEEL.

15. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR

SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT.

16. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING

CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL

CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED.

17. STANDARD BUS BARS SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR

MODIFIED IN THE FIELD.

18. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW

SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO

EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE

INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM

RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE OHMS. IF THE GROUND TEST EXCEEDS THE

MAXIMUM OF FIVE OHMS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND

CONNECTIONS AS REQUIRED TO MEET THE FIVE OHMS MAXIMUM.

19. EACH EQUIPMENT CABINET SHALL BE CONNECTED WITH ONE #2 AWG INSULATED SOLID TINNED COPPER

WIRE TO GROUND RING.

20. ANTENNA GROUND KITS SHALL BE FURNISHED BY CELLCO PARTNERSHIP AND INSTALLED BY ELECTRICAL

CONTRACTOR.

21. IF CABLES ON ICE BRIDGE ARE MORE THAN SIX FEET FROM THE GROUND BAR AT THE BASE OF THE

TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE RUN TO GROUND THE

CABLE GROUND KIT.

2

G-1EQUIPMENT GROUNDING PLANSCALE = 1/2" = 1'-0"

0' 1' 2' 4'1'

1/2 INCH = 1 FOOT

22"x34"

11"x17"

0' 2' 4' 8'2'

N

05/27/2020

GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDULE BELOW).

INSULATORS, BY HARGER CAT. #5263-A5.

5/8 " LOCKWASHERS, STAINLESS STEEL.

WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2.

5/8-11x3" H.H.C.S. BOLTS, STAINLESS STEEL.

(2)

(3)

(4)

(5)

(1)

LEGEND

(5)

(3)

(2)

(4) (1)

CADWELD AT TWOLOCATIONS

"GALV STEEL"STAMPED ON EITHER END

GROUND BAR SCHEDULETYPE QTY. MANUFACTURER CAT. NO. REMARKS

CGB 3 ELECTRIC MOTION COMPANY EM SGC412-VZW OR EQUAL

MGB 1 ELECTRIC MOTION COMPANY EM SGC424-VZW OR EQUAL

TO ANTENNA

CABLE

CABLE GROUNDINGCLAMP KIT

#6 AWG. GREEN INSULATEDCOPPER GROUNDINGCONDUCTORTO GROUNDTO EQUIPMENT

(3) CABLE GRND. KITS

AN

TE

NN

A M

AS

T

AN

TE

NN

A M

AS

T

#2 AWG EQUIPMENT GROUND HALO

MASTER GROUND BAR (EQUIPMENT) EQUIPMENTCABINET

AN

TE

NN

A M

AS

T

#2 COPPER STRANDED GREENINSULATED CONDUCTOR (TYP)

AN

TE

NN

A M

AS

T

AN

TE

NN

A M

AS

T

AN

TE

NN

A M

AS

T

GRND. KIT(1) CABLE

AN

TE

NN

A M

AS

T

AN

TE

NN

A M

AS

T

AN

TE

NN

A M

AS

T

SECTOR GROUND BAR 1 SECTOR GROUND BAR 2 SECTOR GROUND BAR 3

#2 THHN CONDUCTOR IN 1" CONDUIT TO

INCOMING WATER MAIN

GRND. KIT(1) CABLE

RRH

RRH MDB

RRH

RRH MDB

RRHRRH

RRH

AN

TE

NN

A M

AS

T

AN

TE

NN

A M

AS

T

AN

TE

NN

A M

AS

T

GPS ANTENNA(TYP OF 2)

GRND. KIT(1) CABLE

MDB

CADWELDCONNECTION(TYP.)

#2 AWG SOLID BARE TINNED COPPERCONDUCTOR CADWELD TO

EQUIPMENT AREA GROUND RING(TYP)

FENCE POST

CADWELDCONNECTION

CADWELDCONNECTION

GATE-TO-POST#2 GROUND

CONNECTION

NOTES:

1. VERTICAL POSTS SHALL BE BONDED TO THE

RING AT EACH CORNER AND AT EACH GATE

POST. AS A MINIMUM ONE VERTICAL POST

SHALL BE BONDED TO THE GROUND RING IN

EVERY 100 FOOT STRAIGHT RUN OF FENCE.

2. HORIZONTAL POLES SHALL BE BONDED TO

EACH OTHER.

3. BOND EACH HORIZONTAL POLE/BRACE TO

EACH OTHER AND TO EACH VERTICAL POST

THAT IS BONDED TO THE EXTERIOR

GROUND RING.#2 AWG TO EQUIPMENT AREA GROUND RING

VERTICAL POSTCONNECTED TO RING

CADWELDCONNECTION

CLEAN PIPE TO BAREMETAL ATTACH CLAMPAND APPLY SCOTCHKOTEBY 3M TO FINISHEDCONNECTION

WATER MAIN

* ENSURE ATTACHMENT

TO STREET SIDE

OF METER

CONDUIT HUB T&B OR EQUAL

HEAVY DUTY GROUNDHARGER OR EQUAL

SIZE TO MATCH PIPE.

1" CONDUITWITH #2 THHNGROUND WIRE

HILTI ROD COUPLING SLEEVEANCHOR RC 1/2"X2 1/4"

PART# 00336262

1/2"Ø GALVANIZED THREADED RODW/ NUTS & OVERSIZED WASHERS

P1000 UNISTRUT SUPPORT BRACKETOR APPROVED EQUAL

VARIES

VA

RIE

S

1" EMT CONDUIT WITHGROUND CONDUCTOR

1" CONDUIT CLAMP(TYP)

BASEMENT CEILING

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

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IN

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LC

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P

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HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2018 OF

G-2

GROUNDING

DETAILS

1

G-2GROUNDING SCHEMATICN.T.S.

5

G-2GROUND BAR DETAILN.T.S.

6

G-2TYPICAL CABLE GROUNDING DETAILN.T.S.

2

G-2GATE GROUNDING DETAILN.T.S.

3

G-2FENCE GROUNDING DETAILN.T.S.

7

G-2GROUND AT WATER MAIN DETAILN.T.S.

4

G-2GROUND CONDUCTOR ROUTING DETAILN.T.S. 05/27/2020

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

TH

IS

D

RA

WIN

G IS

P

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PE

RT

Y O

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NG

IN

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, LLC

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F A

DV

AN

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E

NG

IN

EE

RS

, L

LC

IS

P

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HIB

IT

ED

.

advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2019 OF

GN-1

SPECIFICATIONS

SECTION II - STANDARD SPECIFICATIONS

ITEM 1 - EARTHWORK

1.1 SCOPE OF WORK

1.1.1 GENERAL (EXCLUDED)

THIS WORK SHALL INCLUDE REMOVAL AND

SATISFACTORY DISPOSAL OF ALL MATERIALS

TAKEN FROM WITHIN THE LIMITS OF THE DESIGN.

FORMATION OF EMBANKMENTS WITH SUITABLE

MATERIAL OBTAINED FROM THE EXCAVATIONS AND

STRUCTURAL FILL AND DISPOSAL OFF SITE OF

SURPLUS OR UNSUITABLE MATERIAL SHALL BE

INCLUDED UNDER THE RESPECTIVE EXCAVATION

CLASSIFICATION HEREINAFTER DEFINED.

ALL WORK SHALL CONFORM TO GOVERNING SOIL

CONSERVATION REQUIREMENTS.

1.1.2 EARTH EXCAVATION - GENERAL

THIS WORK SHALL INCLUDE THE REMOVAL AND

SATISFACTORY DISPOSAL OF ALL EARTH

MATERIALS WHICH IS NECESSARY TO OBTAIN SITE,

ROADBED, SLOPES AND OTHER MISCELLANEOUS

CONSTRUCTION TO SUBGRADE ELEVATIONS

WITHIN THE LIMITS SHOWN ON THE DRAWINGS

AND/OR AS ORDERED. ROCK THAT IS DECOMPOSED

TO SUCH AN EXTENT THAT IT HAS THE SAME

WORKABILITY AS EARTH SHALL BE CONSIDERED AS

EARTH.

1.1.3 ROCK EXCAVATION - GENERAL

THIS WORK SHALL INCLUDE THE REMOVAL AND

SATISFACTORY DISPOSAL OF ALL BOULDERS AND

ALL ROCK IN LEDGE FORMATION OR STONE THAT

REQUIRES THE USE OF RIPPERS OR HYDRAULIC

SPLITTERS TO BREAK IT UP WHICH IS NECESSARY

TO OBTAIN SITE, ROADBED, SLOPES AND OTHER

MISCELLANEOUS CONSTRUCTION TO SUBGRADE

ELEVATIONS WITHIN THE LIMITS SHOWN ON THE

DRAWINGS AND/OR AS ORDERED.

NO BLASTING WILL BE PERMITTED.

1.1.4 EXCAVATION - UNSUITABLE MATERIAL

THIS WORK SHALL INCLUDE THE REMOVAL, DOWN

TO FIRM BOTTOM, AND SATISFACTORY DISPOSAL

OF MUCK, SILT, PEAT, WASTE AND SPONGY OR

OTHER UNSTABLE MATERIAL ENCOUNTERED

BELOW THE SUBGRADE IN SITE AND ACCESS ROAD

AREAS. SUCH EXCAVATION SHALL BE MADE ONLY

WHEN ORDERED AND TO THE LIMITS DIRECTED BY

THE ENGINEER.

1.1.5 EARTH EXCAVATION - TRENCH AND FOUNDATION

THIS SHALL INCLUDE THE REMOVAL,

SATISFACTORY DISPOSAL AND REQUIRED

BACKFILLING OF ALL EARTH MATERIALS

ENCOUNTERED BELOW SUBGRADE ELEVATIONS IN

SITE AND ACCESS ROAD AREAS WHICH IS

NECESSARY FOR PROPER COMPLETION OF THE

WORK TO THE DIMENSIONS SHOWN ON THE

DRAWINGS AND/OR AS ORDERED FOR THE

FOLLOWING:

A. THE CONSTRUCTION OF PIPE CULVERTS,

DRAINS AND OUTLETS AND UTILITY LINES.

B. THE REMOVAL OF EXISTING UNDERGROUND

DRAINAGE STRUCTURES AND APPURTENANCES

NOT TO BE REPLACED.

C. THE REMOVAL OF MISCELLANEOUS ITEMS SUCH

AS ABANDONED UNDERGROUND TANKS, PIPE

LINES, ETC.

D. THE CONSTRUCTION OF FOUNDATIONS FOR

BUILDINGS, RETAINING WALLS, WALKS, SLABS,

RAMPS, ETC.

1.1.6 ROCK EXCAVATION - TRENCH AND FOUNDATION

THIS SHALL INCLUDE THE REMOVAL,

SATISFACTORY DISPOSAL AND REQUIRED

BACKFILLING OF ALL BOULDERS, CONCRETE

STRUCTURES, PAVEMENTS AND ROCK IN LEDGE

FORMATION BELOW SUBGRADE ELEVATIONS IN

SITE AND ACCESS ROAD AREAS THAT REQUIRE

BREAKING BY POWER TOOLS (SUCH AS

JACKHAMMERS, ETC.) PRIOR TO REMOVAL WHICH

IS NECESSARY FOR PROPER COMPLETION OF THE

WORK TO THE DIMENSIONS INDICATED ON THE

DRAWINGS AND/OR AS ORDERED FOR THE ITEMS

OF CONSTRUCTION LISTED IN EARTH EXCAVATION -

TRENCH AND FOUNDATION OF THESE

SPECIFICATIONS.

1.1.7 BORROW EXCAVATION - ORDINARY

THIS WORK SHALL INCLUDE FURNISHING, LOADING

AND HAULING MATERIAL OBTAINED FROM OUTSIDE

LOCATIONS AND PLACING THIS ADDITIONAL

MATERIAL IN THE MANNER SPECIFIED FOR THE

OPERATION IN WHICH IT IS TO BE USED WHEN THE

AMOUNT OF USABLE MATERIAL EXCAVATED WITHIN

THE LIMITS OF THE WORK IS NOT SUFFICIENT TO

COMPLETE EMBANKMENT, BACKFILLING AND

OTHER FEATURES OF THE CONSTRUCTION.

1.1.8 BORROW EXCAVATION - R.O.B. GRAVEL

THIS WORK SHALL INCLUDE THE FURNISHING,

LOADING, HAULING AND PLACING OF GRANULAR

MATERIAL (RUN-OF-BANK GRAVEL OR APPROVED

EQUAL) IN EMBANKMENT, BACKFILL, BEDDING OF

DRAINAGE STRUCTURES AND OTHER FEATURES OF

THE WORK IN ACCORDANCE WITH THE DRAWINGS

AND/OR AS REQUIRED.

1.1.9 RIP-RAP FOR SLOPE PROTECTION

THIS WORK SHALL INCLUDE THE FURNISHING,

LOADING, HAULING AND PLACING OF RIP-RAP ON

SLOPES AND DITCHES AT LOCATIONS SHOWN ON

THE DRAWINGS AND AS REQUIRED.

1.2 MATERIALS

1.2.1 BORROW EXCAVATION - ORDINARY

THIS SHALL CONTAIN NOT MORE THAN 35 PERCENT

BY DRY WEIGHT OF MATERIAL PASSING A NO. 200

SIEVE. IT SHALL BE FREE FROM DETRIMENTAL

QUANTITIES OF ORGANIC, PLASTIC OR FOREIGN

MATTER AND ADEQUATELY GRADED FOR

SATISFACTORY COMPACTION INTO A STABILIZED

SOIL STRUCTURE. IT SHALL HAVE PROPERTIES

SUCH THAT IT MAY BE READILY SPREAD AND

COMPACTED FOR THE PURPOSE INTENDED.

1.2.2 BORROW EXCAVATION - R.O.B. GRAVEL

GRANULAR MATERIAL SHALL CONTAIN NOT MORE

THAN 10 PERCENT BY DRY WEIGHT OF MATERIAL

PASSING A NO. 200 SIEVE. IT SHALL CONSIST OF

HARD, DURABLE STONE AND SAND PRACTICALLY

FREE FROM LOAM, CLAY, ORGANIC, OR FOREIGN

MATTER, WELL-GRADED AND CONTAINING NO

STONE HAVING A GREATER DIMENSION THAN

THREE INCHES. THE MATERIAL SHALL CONTAIN A

SUFFICIENT PERCENTAGE OF FINES TO PERMIT

SATISFACTORY COMPACTION.

1.2.3 RIP-RAP FOR SLOPE PROTECTION

RIP-RAP FOR SLOPE PROTECTION SHALL BE HARD,

DURABLE CRUSHED STONES, FREE OF FINES AND

THREE TO SIX INCHES IN SIZE.

1.3 CONSTRUCTION METHODS

1.3.1 GENERAL REQUIREMENTS

EXCAVATIONS AND FORMATION OF EMBANKMENTS

SHALL BE COMPLETED TO PRODUCE SUBGRADE

ELEVATIONS FOR BERMS, SLOPES, SHOULDERS,

ROADBEDS AND DITCHES, CONFORMING TO THE

LINES, CONTOURS AND DIMENSIONS REQUIRED BY

THE DRAWINGS AND/OR AS DIRECTED BY THE

ENGINEER.

TOES AND TOPS OF ALL SLOPES SHALL BE SHAPED,

ROUNDED AND TRIMMED.

CUT AND FILL SLOPES, BERM, DITCHES AND OTHER

AREAS DISTURBED BY THE GRADING OPERATIONS

AND NOT REQUIRING FURTHER CONSTRUCTION

TREATMENT SHALL BE SEEDED, FERTILIZED AND

MULCHED AS LISTED ELSEWHERE IN THESE

SPECIFICATIONS OR AS INDICATED ON THE

DRAWINGS.

ALL LOOSE ROCK AND BOULDERS SHALL BE

REMOVED WITHIN THE GRADING AREA AND

PROPERLY DISPOSED OF OFF THE SITE OR AS

DIRECTED BY ENGINEER.

BLASTING WILL BE PERMITTED ONLY AS DIRECTED

BY THE ENGINEER OR BY SPECIAL PROVISION TO

THIS CONTRACT.

1.3.2 EXCAVATIONS - GENERAL

THE SEQUENCE OF ALL EXCAVATION OPERATIONS

SHALL INSURE THE MOST DIRECT, COMPLETE AND

EFFICIENT PLACEMENT OF ALL USABLE EXCAVATED

MATERIAL INTO EMBANKMENTS, BACKFILLS, ETC.,

AND THE USE OF A MINIMUM AMOUNT OF OFF-SITE

BORROW.

ROCK ENCOUNTERED IN THE EXCAVATION SHALL

BE USED FOR CONSTRUCTING EROSION

PROTECTION FOR EMBANKMENTS, SLOPES,

CULVERT OPENINGS, DITCHES AND CHANNELS OR

AT ANY OTHER LOCATION ON THE JOB SITE WHERE

THE USE OF SUCH MATERIAL IS NECESSARY OR

ADVANTAGEOUS AS DIRECTED BY THE ENGINEER.

SURPLUS EXCAVATED MATERIAL WHICH IS

SUITABLE SHALL BE USED TO UNIFORMLY WIDEN

EMBANKMENTS, FLATTEN SLOPES, AND FILL LOW

PLACES IN THE SITE.

1.3.3 EXCAVATIONS - TRENCH AND FOUNDATION

EXCAVATION FOR TRENCH AND FOUNDATION IN

FILL SHALL BE DONE BEFORE THE EMBANKMENT

HAS BEEN CONSTRUCTED.

TRENCHES EXCAVATED FOR PIPE CULVERTS,

CONDUITS, ETC. SHALL BE EXCAVATED TO THE

ALIGNMENT AND DEPTH REQUIRED SO AS TO

PROVIDE UNIFORM CONTINUOUS BEARING AND

SUPPORT FOR THE PIPES. BELL HOLES SHALL BE

PROVIDED AS REQUIRED TO PERMIT PROPER

JOINTING OF THE PIPES. IF ROCK IS

ENCOUNTERED, TRENCH SHALL BE EXCAVATED TO

A DEPTH FOUR INCHES BELOW ESTABLISHED

ELEVATION AND BACKFILLED WITH GRANULAR

MATERIAL TO PROVIDE FIRM AND UNIFORM

SUPPORT FOR THE PIPE.

EXCAVATION OF SIDE DITCHES SHALL BE DONE TO

LINES, GRADES AND DIMENSIONS SHOWN ON THE

DRAWINGS OR AS ORDERED BY THE ENGINEER.

FOUNDATION EXCAVATION FOR BUILDINGS, ETC.,

SHALL BE ACCURATELY FINISHED TO THE

ESTABLISHED BOTTOM ELEVATION BY METHODS

THAT SHALL NOT LOOSEN OR DISTURB THE

REMAINING MATERIAL. THE FOUNDATION SHALL BE

SO MAINTAINED UNTIL THE CONCRETE OR OTHER

FOLLOWING BUILDING MATERIAL IS PLACED

THEREON. SHOULD ANY EXCAVATION BE MADE OR

SHOULD ACCEPTABLE FOUNDATION MATERIAL BE

DISTURBED, FOR WHATEVER REASON, BELOW THE

ESTABLISHED BOTTOM ELEVATION, ALL DISTURBED

MATERIAL SHALL BE REMOVED AND THE ENTIRE

DEPTH BELOW THE ESTABLISHED BOTTOM

ELEVATION SHALL BE FILLED WITH CONCRETE OR

THE SUCCEEDING MATERIAL CALLED FOR IN THE

DRAWING DETAILS AT NO EXPENSE TO THE

OWNER. THE BOTTOM OF ALL FOOTINGS SHALL BE

FOUNDED ON FIRM, NATURAL GROUND OR AS

INDICATED ON THE DRAWINGS.

1.3.4 EXCAVATION - UNSUITABLE MATERIAL

UNSUITABLE MATERIAL SHALL BE EXCAVATED BY

METHODS IN A MANNER WHICH SHALL ASSURE THE

REMOVAL OF ALL MUCK, MUD AND OTHER

UNSTABLE MATERIALS DOWN TO FIRM NATURAL

GROUND WITHIN THE REQUIRED LIMITS SO THAT

THE UNSTABLE MATERIALS SHALL NOT BE MIXED

WITH THE EMBANKMENT MATERIAL.

MATERIALS FROM ALL CLASSES OF EXCAVATION

WHICH ARE UNSUITABLE SHALL BE KNOWN AS

WASTE AND SHALL BE DISPOSED OF OUTSIDE THE

CONSTRUCTION DESIGN LIMITS, UNLESS

OTHERWISE DIRECTED.

WHEN DISPOSAL OF UNSUITABLE OR SURPLUS

MATERIAL IS DONE OUTSIDE THE CONSTRUCTION

LIMITS OF SITE AND ACCESS ROAD GRADING, IT

SHALL BE ACCOMPLISHED IN SUCH A MANNER AS

NOT TO OBSTRUCT OR IMPAIR NATURAL DRAINAGE,

EFFICIENCY OF DRAINAGE STRUCTURES, EXISTING

FACILITIES OR ANY PART OF THE SITE OR ACCESS

ROAD.

1.3.5 EMBANKMENTS AND BACKFILL

THE EMBANKMENTS SHALL BE CONSTRUCTED OF

WELL GRADED MATERIALS. PRIOR TO PLACEMENT

OF THE FIRST LAYER OF EMBANKMENT, THE

GROUND SURFACE WITHIN THE SITE AND ACCESS

ROAD AREAS SHALL BE CLEARED AND PREPARED

AS SPECIFIED.

UNLESS OTHERWISE DIRECTED BY THE ENGINEER,

A MINIMUM OF 95 PERCENT MODIFIED PROCTOR

TEST DENSITY (CURRENT ASTM STANDARDS

DESIGNATION D1557) IS REQUIRED.

FROZEN MATERIAL SHALL NOT BE PLACED ON

EMBANKMENTS, NOR SHALL MATERIALS BE PLACED

ON FROZEN EMBANKMENTS.

FORMATION OF EMBANKMENT SHALL BE

PERFORMED IN SUCCESSIVE HORIZONTAL LAYERS

NOT MORE THAN 6 INCHES THICK. EACH LAYER

SHALL BE COMPACTED BY EQUIPMENT ROLLING

UNTIL A FIRM AND UNYIELDING SURFACE IS

PRODUCED AND BEFORE THE NEXT LAYER IS

PLACED. WHEN THE REQUIRED COMPACTION

CANNOT BE OBTAINED BY ROLLING ALONE,

WATERING, PUDDLING, DISCING AND OTHER

ACCEPTABLE METHODS SHALL BE APPLIED TO

ACHIEVE THE DESIRED RESULT.

EMBANKMENTS SHALL BE CROWNED OR PITCHED

TO PROVIDE DRAINAGE AT THE CLOSE OF EACH

DAY'S WORK.

WHEN FILLING IN 6 INCH LAYERS IS IMPRACTICABLE

AS IN THE CASE OF FILLING IN WATER OR OVER

SLOPES TOO STEEP FOR THE OPERATION OF

EQUIPMENT, EMBANKMENT SHALL BE

CONSTRUCTED IN ONE LAYER TO THE MINIMUM

ELEVATION AT WHICH EQUIPMENT CAN BE

OPERATED. ABOVE THIS ELEVATION, THE

EMBANKMENT SHALL BE CONSTRUCTED AS

PREVIOUSLY SPECIFIED.

EMBANKMENT REQUIRED IN FREE WATER AREAS

SHALL BE CONSTRUCTED OF ROCK OR FREE

DRAINING MATERIAL, OR A MIXTURE OF BOTH TO

AN ELEVATION TWO FEET ABOVE THE FREE WATER

SURFACES AT THE TIME OF FILLING.

ALL SUITABLE MATERIALS OBTAINED FROM THE

EXCAVATION SHALL BE USED EITHER IN THE

FORMATION OF EMBANKMENTS FOR SITE AREAS

AND ACCESS ROAD OR FOR BACKFILL UNDER,

OVER OR AROUND FOUNDATIONS, PIPE CULVERTS,

AND AT SUCH OTHER PLACES AS DIRECTED. THE

MATERIAL SHALL BE PLACED AND COMPACTED IN A

MANNER SATISFACTORY FOR THE WORK

REQUIRED. APPROVAL FOR USE AND PLACING OF

VARIOUS MATERIALS ENCOUNTERED IN THE

EXCAVATION SHALL BE AS DIRECTED.

BACKFILL MATERIAL SHALL BE FREE FROM LARGE

OR FROZEN LUMPS, WOOD AND OTHER

EXTRANEOUS MATTER. ALL BACKFILL SHALL BE

PLACED IN LAYERS OF SIX INCHES AND

THOROUGHLY COMPACTED WITH MECHANICAL

RAMMERS OR PNEUMATIC TAMPERS UNTIL A FIRM

AND UNYIELDING SURFACE IS PROVIDED AND

BEFORE THE NEXT LAYER IS PLACED. WHEN THE

REQUIRED COMPACTION CANNOT BE OBTAINED BY

ROLLING ALONE, WATERING, PUDDLING, DISCING

AND OTHER ACCEPTED METHODS SHALL BE

APPLIED TO ACHIEVE THE DESIRED RESULT.

WHEN CUTS AND FILLS ARE NOT IN BALANCE, OR IN

THE EVENT THAT JOB EXCAVATED MATERIAL IS

NOT SUITABLE FOR BACKFILL, AND MORE MATERIAL

IS NEEDED TO COMPLETE EMBANKMENTS, THE USE

OF GRAVEL FILL SHALL BE AUTHORIZED AND THE

MATERIAL SHALL BE SUPPLIED UNDER THE

APPROPRIATE "BORROW EXCAVATION" ITEM.

IN BACKFILLING, ROCK FILL OR BOULDERS SHALL

NOT BE PLACED CLOSER THAN TWO FEET FROM

MASONRY OR PIPE ON THE SIDES OR TOP. NO

ROCK IN EXCESS OF SIX INCHES IN ITS LARGEST

DIMENSION SHALL BE INCORPORATED IN THE TOP

TWO FOOT LAYER OF EMBANKMENT IMMEDIATELY

BELOW THE SUBGRADE.

SECTION II - STANDARD SPECIFICATIONS

ITEM 2 - CONCRETE

2.1 SCOPE OF WORK

THE WORK SHALL INCLUDE THE FURNISHING AND

COMBINING OF MATERIALS FOR ALL THE WORK

INDICATED ON THE DRAWINGS OR IN THE

SPECIFICATIONS TO BE OF PLAIN, REINFORCED OR

PRECAST CONCRETE AND ITS INSTALLATION WITH

FORMS AND REINFORCEMENT. THE WORK SHALL

INCLUDE, BUT NOT BE LIMITED TO, FOUNDATIONS,

WALLS, SLABS, PIPE SUPPORTS, FOOTINGS AND

OTHER MISCELLANEOUS CONCRETE

CONSTRUCTION TO DIMENSIONS SHOWN ON THE

DRAWINGS OR AS REQUIRED, SUBJECT TO THE

TERMS OF THE CONTRACT.

2.2 SUBMITTALS

2.2.1 PRIOR TO PLACING ANY CONCRETE, MIX DESIGN

SHALL BE PREPARED AND SUBMITTED TO THE

ENGINEER FOR APPROVAL OF STRENGTH OF

CONCRETE. MIX DESIGNS SHALL INDICATE ALL

ADMIXTURES.

2.2.2 SHOP DRAWINGS COVERING FABRICATION AND

SETTING OF ALL REINFORCING STEEL SHALL BE

SUBMITTED TO THE ENGINEER FOR APPROVAL

BEFORE PROCEEDING WITH THE FABRICATION OF

ANY REINFORCEMENT.

2.2.3 CONCRETE CERTIFICATION: THE CONTRACTOR

SHALL DELIVER TO THE ENGINEER COPIES OF THE

DELIVERY SLIPS CERTIFYING THE MATERIALS AND

PROPORTIONS USED TO PREPARE THE CONCRETE

MIX ARE IN COMPLIANCE WITH THE

SPECIFICATIONS.

2.3 MATERIALS

UNLESS SPECIFIED OTHERWISE, ALL MATERIALS

SHALL CONFORM TO ASTM STANDARD

SPECIFICATIONS. APPLICABLE ITEMS SHALL BE

INSTALLED ACCORDING TO THE MANUFACTURER'S

RECOMMENDATIONS.

2.3.1 CAST IN PLACE CONCRETE

PORTLAND CEMENT SHALL COMPLY WITH ASTM

C150, TYPE IA OR IIA. (FIVE PERCENT AIR

ENTRAINED.)

HIGH EARLY STRENGTH PORTLAND CEMENT SHALL

COMPLY WITH ASTM C150, TYPE IIIA.

AGGREGATES SHALL CONFORM TO ASTM C33.

COARSE AGGREGATE SHALL CONSIST OF

CRUSHED GRAVEL, CRUSHED STONE, OR OTHER

MATERIALS WHICH HAVE SHOWN BY ACTUAL

SERVICE TO PRODUCE CONCRETE OF THE

REQUIRED QUALITY.

CONCRETE MAY CONTAIN A MAXIMUM SIZE

AGGREGATE OF 3/4 INCHES IF SPACING OF THE

REINFORCING STEEL PERMITS.

WATER USED IN MIXING CONCRETE SHALL BE

POTABLE AND FREE FROM DELETERIOUS AMOUNTS

OF ACIDS, ALKALIS OR ORGANIC MATERIALS.

STRUCTURAL STEEL PLATES SHALL CONFORM TO

ASTM A36.

REINFORCING STEEL SHALL CONFORM TO ASTM

A615, GRADE 60.

WELDED WIRE FABRIC SHALL CONFORM TO ASTM

A185.

READY-MIXED CONCRETE SHALL BE MIXED AND

DELIVERED IN ACCORDANCE WITH THE

REQUIREMENTS SET FORTH IN "SPECIFICATION

FOR READY-MIXED CONCRETE" (ASTM C94).

FORM WORK: EITHER EXTERIOR TYPE PLYWOOD,

ONE SIDE SURFACE FINISHED, OR TEMPERED

FIBERBOARD, SMOOTH ON ONE SIDE, CONFORMING

TO U.S. COMMERCIAL STANDARD C5151; PLYFORM

SHALL BE 5/8" THICK FOR SUPPORTS 12" ON

CENTER MAXIMUM OR 3/4" THICK FOR SUPPORTS

16" ON CENTER MAXIMUM; LUMBER,

CONSTRUCTION GRADE, MILL FINISH, FOUR SIDES.

THERMAL INSULATION, IF CALLED FOR, FOR ALL

CONCRETE SURFACES SHALL BE EXPENDED

POLYSTYRENE (STYROFOAM) AS MANUFACTURED

BY DOW CHEMICAL CO., OR APPROVED EQUAL.

MINIMUM THICKNESS OF BOARDS ONE INCH.

WATERSTOP SHALL BE A NINE INCH WIDE TAPERED

(1/4 INCH TO 7/16 INCH) SERRATED PVC MEMBRANE

WITH CENTER BULB, TYPE NO. 709 AS

MANUFACTURED BY AFCO PRODUCTS, INC. OF

SOMERVILLE, MASSACHUSETTS OR APPROVED

EQUAL.

VAPOR BARRIER SHALL BE POLYETHYLENE

SHEETS, SIX MILS MINIMUM THICKNESS (VISQUEEN

OR APPROVED EQUAL), SHALL BE PLACED UNDER

ALL SLABS PLACED ON GRADE OR AS CALLED FOR

IN THE DRAWINGS UNLESS OTHERWISE SPECIFIED.

PREMOLDED EXPANSION JOINT FILLER SHALL

CONFORM TO ASTM D1751. THE JOINT FILLER

SHALL BE OF THE THICKNESS SPECIFIED ON THE

DRAWINGS. THE DEPTH SHALL ALSO PERMIT A 1/4

INCH (DEPTH) APPLICATION OF JOINT SEALER.

JOINT SEALER SHALL BE AN ACRYLIC BUILDING

SEALANT (MEETING FEDERAL SPECIFICATIONS

TT-S-00230, NON-SAG 19-GP-5B AAMA 808.3) AS

MANUFACTURED BY TREMCO OR APPROVED

EQUAL.

2.4 CONSTRUCTION METHODS

2.4.1 POURED IN PLACE CONCRETE

2.4.1.1 ALL CONCRETE SHALL DEVELOP A MINIMUM 28

DAY STRENGTH OF 4000 PSI UNLESS OTHERWISE

SPECIFIED. THE MINIMUM CEMENT FACTOR SHALL

BE 6.5 BAGS OF PORTLAND CEMENT PER CUBIC

YARD OF CONCRETE. THE WATER CEMENT RATIO

IN A CONCRETE MIX SHALL NOT EXCEED 4.5

GALLONS PER BAG. THE MEASUREMENTS SHALL

BE BY WEIGHT. METHODS OF CONVEYING,

DEPOSITING, CURING AND PROTECTING

CONCRETE AND INSTALLING REINFORCING STEEL,

WELDED WIRE MESH AND OTHER MATERIALS

INCLUDED IN THE CONCRETE SHALL BE IN THE

ACCEPTED MANNER AND BEST STANDARDS

RECOMMENDED AND OUTLINED BY THE

AMERICAN CONCRETE INSTITUTE AND PORTLAND

CEMENT ASSOCIATION ON THESE SUBJECTS AS IF

THESE WERE QUOTED IN FULL HERE. ALL

CONCRETE SHALL BE PROPERLY SPADED AND

VIBRATED AND WOOD SPREADERS REMOVED AS

THE CONCRETE RISES IN THE FORMS. BACK-UP

VIBRATORS SHALL BE AT THE JOB SITE IN CASE

OF MALFUNCTIONS. EXTERIOR ENTRYWAY

STOOPS, RAMPS AND SLABS SHALL BE BROOM

FINISHED AND SIDEWALK EDGED BY TOOL.

2.4.1.2 ALL CONCRETE MUST BE FORMED. FORMS SHALL

BE BUILT TRUE TO THE LINES AND GRADES

DESIGNATED. THEY SHALL BE SUBSTANTIALLY

CONSTRUCTED, STRONG, RIGID, MORTAR-TIGHT,

AND ADEQUATELY BRACED OR TIED. FORMS

SHALL BE DESIGNED AND CONSTRUCTED BY THE

CONTRACTOR TO WITHSTAND ALL LOADS AND

PRESSURES, OUTLINED IN CHAPTER 1, DESIGN,

OF "RECOMMENDED PRACTICE FOR CONCRETE

FORM WORK" (ACI 347) INCLUDING THOSE

IMPOSED BY PLASTIC CONCRETE TAKING FULL

ACCOUNT OF THE STRESSES DUE TO THE RATE

OF POUR, EFFECTIVE VIBRATION AND

CONDITIONS BROUGHT ABOUT BY

CONSTRUCTION METHODS. FORMS SHALL HAVE

SUFFICIENT RIGIDITY TO MAINTAIN SPECIFIED

TOLERANCES.

WEDGES USED FOR FINAL ADJUSTMENT OF THE

FORMS PRIOR TO CONCRETE PLACEMENT SHALL

BE FASTENED IN POSITION AFTER THE FINAL

CHECK.

TO MAINTAIN SPECIFIED TOLERANCES, THE FORM

WORK SHALL BE CUMBERED TO COMPENSATE

FOR ANTICIPATED DEFLECTIONS IN THE FORM

WORK PRIOR TO HARDENING OF THE CONCRETE.

POSITIVE MEANS OF ADJUSTMENT OF SHORES

AND STRUTS SHALL BE PROVIDED AND ALL

SETTLEMENT SHALL BE TAKEN UP DURING

CONCRETE PLACING OPERATION.

THE FORM WORK SHALL BE CONSTRUCTED SO

THAT CONCRETE SURFACES WILL CONFORM TO

THE TOLERANCES LISTED BELOW:

VARIATION FROM THE LEVEL OR

FROM THE GRADES SPECIFIED: 1/4" IN 10 FT.

VARIATION OF LINEAR

BUILDING LINES: 1/2" IN 20 FT.

RE-USED FORMS SHALL BE IN GOOD CONDITION IN

ALL RESPECTS. GROOVES AND CHAMFERS SHALL

BE FORMED WITH FINISHED LUMBER OR

APPROVED PLASTIC STRIPS. ALL EXPOSED

EDGES AND CORNERS OF CONCRETE ABOVE

GRADE, NOT OTHERWISE SPECIFIED ON THE

DRAWINGS, SHALL BE CHAMFERED. SURFACES OF

THE FORMS SHALL BE COATED WITH AN

APPROVED COATING MATERIAL.

REMOVAL OF FORMS: WHEN THE PLACING OF

CONCRETE HAS BEEN COMPLETED UNDER GOOD

WEATHER CONDITIONS, FORMS AND SUPPORTS

MAY BE REMOVED FROM SURFACES CARRYING

NO LOADS AFTER 24 HOURS, OR AS DIRECTED BY

THE ENGINEER.

DURING COLD WEATHER, FORMS AND SUPPORTS

SHALL REMAIN IN PLACE AT LEAST 5 DAYS FOR

SURFACES CARRYING NO LOADS.

UPON REMOVAL OF FORMS ALL TIES SHALL BE

CUT BACK TO A DEPTH OF APPROXIMATELY 1-1/2

INCHES. ANY HONEYCOMB CONCRETE SHALL BE

CUT BACK TO SOUND CONCRETE. THESE

OPENINGS SHALL BE GROUTED WITH A STIFF

MORTAR OF THE SAME COMPOSITION AS THAT

USED IN THE CONCRETE.

DOWELS, BOLTS, SLEEVES AND ANCHORS,

HANGERS, PIPING AND OTHER WORK REQUIRED

TO BE BUILT INTO THE CONCRETE SHALL BE

ACCURATELY SET IN THE FORMS PRIOR TO

PLACEMENT OF CONCRETE.

2.4.1.3 A VAPOR BARRIER SHALL BE PROVIDED BENEATH

THE ENTIRE CONCRETE FLOOR SLAB OF THE

BUILDING COVERING THE COMPACTED SUBBASE

DESCRIBED ELSEWHERE IN THESE

SPECIFICATIONS. THE SHEETS SHALL BE PLACED

WITH GREATEST WIDTHS AND LENGTHS

PRACTICABLE, LAPPED NOT LESS THAN SIX

INCHES AND SEALED WITH AN APPROVED

ADHESIVE. THE RIGID INSULATION BOARD AND

PREMOLDED JOINT FILLER SHALL BE INSTALLED

AT THE LOCATIONS AND TO THE DIMENSIONS

SHOWN ON THE DRAWINGS.

CONCRETE FLOOR SLABS SHALL BE FLOATED TO

THE DESIRED GRADE AND ALLOWED TO STAND

UNTIL ALL WATER SHEEN HAS DISAPPEARED

BEFORE STEEL TROWELING.

FINAL TROWELING SHALL BE DONE WITH A

MECHANICAL STEEL FLOAT WHEN THE CONCRETE

IS SUFFICIENTLY HARD THAT NO MORTAR

ACCUMULATES ON THE TROWEL AND A RINGING

SOUND IS PRODUCED AS THE TROWEL IS DRAWN

OVER THE SURFACE.

HIGH EARLY STRENGTH CEMENT SHALL BE USED

ONLY WHEN ORDERED BY THE ENGINEER FOR

THE PURPOSE OF EXPEDITING THE WORK.

2.4.1.4 CONCRETING IN COLD WEATHER: DURING COLD

WEATHER, CONCRETE MAY BE PLACED WHEN THE

AIR TEMPERATURE IN THE SHADE AND AWAY

FROM ARTIFICIAL HEAT IS 40 DEGREES F OR

ABOVE, AND RISING. IT SHALL NOT BE PLACED

WHEN THE AIR TEMPERATURE IN THE SHADE AND

AWAY FROM ARTIFICIAL HEAT IS 40 DEGREES F

AND FALLING, EXCEPT WITH THE SPECIFIC

APPROVAL OF THE ENGINEER. WHEN SUCH

PLACING OF CONCRETE IS APPROVED BY THE

ENGINEER, CONCRETE SHALL CONFORM TO THE

STANDARDS OF THE LATEST EDITION OF ACI 306

"RECOMMENDED PRACTICE FOR COLD WEATHER

CONCRETING".

IF THE CONCRETE IS TO BE PROTECTED BY

INSULATION, THE INSULATION MATERIAL SHALL BE

OF A THICKNESS AND HAVE THERMAL

CONDUCTIVITY PROPERTIES SUCH AS WILL

INSURE THE MAINTENANCE OF THE REQUIRED

TEMPERATURES FOR THE SPECIFIED PERIOD OF

TIME THROUGHOUT THE ENTIRE MASS OF

CONCRETE.

THE EXACT METHODS OF PLACING, PROTECTING

AND CURING CONCRETE TO BE FOLLOWED

DURING ALL SUCH COLD WEATHER WORK SHALL

BE SPECIFICALLY APPROVED BY THE ENGINEER,

FOR EACH TYPE OF CONSTRUCTION BEFORE

CONCRETING WILL BE PERMITTED TO START. THE

CONTRACTOR SHALL ASSUME ALL RISK

CONNECTED WITH PLACING CONCRETE UNDER

COLD WEATHER CONDITIONS AND APPROVAL BY

THE ENGINEER OF THE METHODS ADOPTED

SHALL IN NO WAY RELIEVE THE CONTRACTOR OF

HIS RESPONSIBILITY FOR THE PRODUCTION OF

SATISFACTORY CONCRETE. SHOULD THE

CONCRETE PLACED UNDER SUCH CONDITIONS

PROVE UNSATISFACTORY, IT SHALL BE

REJECTED, REMOVED AND REPLACED WITH

SATISFACTORY CONCRETE, AND NO PAYMENT

SHALL BE MADE FOR REMOVING AND REPLACING

THE DEFECTIVE CONCRETE.

2.4.1.5 HOT WEATHER CONCRETING: METHODS OF

PRODUCING, PLACING, AND CURING CONCRETE

DURING HIGH TEMPERATURE, LOW HUMIDITY

ENVIRONMENTAL CONDITIONS SHALL BE AS

OUTLINED IN THE AMERICAN CONCRETE

INSTITUTE (ACI) STANDARD 305-72,

"RECOMMENDED PRACTICE FOR HOT WEATHER

CONCRETING".

SCHEDULING AND PROCEDURE PLANNED FOR

PRODUCING, PLACING AND CURING CONCRETE

SHALL BE SUBMITTED TO THE ENGINEER FOR

APPROVAL WELL IN ADVANCE OF THE DATE

CONCRETING IS ANTICIPATED. UNDER NO

CIRCUMSTANCES SHALL CONCRETE DELIVERY BE

SCHEDULED UNTIL ALL FORM WORK AND

GROUNDWORK IS COMPLETED, AND ALL

EQUIPMENT AND MATERIALS REQUIRED FOR

PLACING, HANDLING AND CURING THE CONCRETE

ARE PRESENT AT THE JOB SITE.

PLANS SHALL INCLUDE PROCEDURES AS STATED

IN ACI 305, SUCH AS PRECOOLING OF

AGGREGATE AND THE USE OF ICE INSTEAD OF

WATER, NECESSARY TO LIMIT THE TEMPERATURE

OF CONCRETE WHEN PLACED TO LESS THAN 90

DEGREES F. ADMIXTURES FOR RETARDING AND

WATER REDUCING SHALL NOT BE ALLOWED

UNLESS PREVIOUSLY APPROVED BY THE

ENGINEER, AND ONLY THOSE MEETING ASTM

C494-71, "STANDARD SPECIFICATIONS FOR

CHEMICAL ADMIXTURES FOR CONCRETE", TYPES

B AND D SHALL BE CONSIDERED FOR APPROVAL.

THE PERIOD OF TIME BETWEEN MIXING AND

DELIVERY MUST BE KEPT TO AN ABSOLUTE

MINIMUM; THEREFORE, ATTENTION SHALL BE

GIVEN TO COORDINATING THE DISPATCHING OF

TRUCKS WITH THE RATE OF PLACEMENT TO

AVOID DELAYS. THE FIRST BATCH IN PARTICULAR

SHALL BE PLACED PROMPTLY ON ARRIVAL.

PLACEMENT SHALL BE IN SHALLOW LAYERS AND

CONCRETE SHALL BE VIBRATED IMMEDIATELY

AFTER PLACEMENT.

2.4.1.6 TEST CYLINDERS: IN ORDER THAT THE ENGINEER

CAN MAINTAIN A RECORD OF THE STRENGTH GAIN

OF ALL CONCRETE PLACED, CONTRACTOR SHALL

HAVE A CERTIFIED TESTING LABORATORY MAKE

STANDARD SIX BY TWELVE INCH CONCRETE TEST

CYLINDERS FOR DETERMINING COMPRESSIVE

STRENGTH, PERFORM SLUMP TESTS OF

SUPPLIED CONCRETE AS REQUIRED BY THE

ENGINEER AND OTHER TESTS AS REQUIRED OF

THE CONCRETE USED DURING THE COURSE OF

CONSTRUCTION. THE CONTRACTOR SHALL

PROVIDE THE CONCRETE AND MOLDS FOR THE

TEST CYLINDERS; ALSO, HE SHALL BE

RESPONSIBLE FOR THE HANDLING AND

PROTECTION OF THE CYLINDERS ON THE JOB

SITE, AND SHALL ARRANGE FOR DELIVERY OF THE

CYLINDERS TO THE TESTING LABORATORY AS

DIRECTED BY THE ENGINEER. THE ENGINEER

WILL INDICATE THE IDENTIFICATION TO BE

MARKED (OR TAGGED) ON EACH CYLINDER. WHEN

CONCRETING DURING HOT OR COLD WEATHER

CONDITIONS, TEST CYLINDERS SHALL RECEIVE

THE SAME PROTECTION TREATMENT AS THE

CONCRETE STRUCTURE.

THE CYLINDERS SHALL BE MADE IN ACCORDANCE

WITH THE REQUIREMENTS OF ASTM C31. IN

GENERAL ONE SET OF CYLINDERS SHALL BE

MADE FOR EACH 30 CUBIC YARDS, OR FRACTION

THEREOF, OF CONCRETE PLACED EACH DAY

AND/OR AS DIRECTED BY THE ENGINEER. EACH

SET OF CYLINDERS SHALL CONSIST OF FOUR OR

SIX CYLINDERS. WHEN SIX CYLINDERS ARE MADE,

TWO MAY BE TESTED AT THREE DAYS, FOR THE

PURPOSE OF DETERMINING WHETHER OR NOT

THE CONCRETE REPRESENTED BY THE

CYLINDERS HAS ACQUIRED SUFFICIENT

STRENGTH TO SUPPORT SAFELY ITS OWN DEAD

WEIGHT AND ANY LOADS THAT MAY BE IMPOSED

THEREON. NORMALLY, TWO CYLINDERS OF EACH

SET SHALL BE TESTED AT SEVEN DAYS AND TWO

CYLINDERS OF EACH SET SHALL BE TESTED AT 28

DAYS.

THE COST OF THE CONCRETE CYLINDER MOLDS,

PREPARING THE CYLINDERS, CARE OF THE

CYLINDERS ON THE SITE, AND TRANSPORTING

THE CYLINDERS TO THE LABORATORY SHALL BE

AT THE EXPENSE OF THE CONTRACTOR. THE

CONTRACTOR WILL PAY THE COSTS OF MAKING

THE TESTS AT THE LABORATORY. ALL FIELD AND

LABORATORY TEST DATA SHALL BE DELIVERED

TO THE ENGINEER.

IF THE RESULTS OF A SEVEN DAY CYLINDER TEST

INDICATE THAT THE CONCRETE MAY NOT

DEVELOP THE MINIMUM 28 DAY STRENGTH

SPECIFIED, THE ENGINEER RESERVES THE RIGHT

TO ORDER THE CONTRACTOR TO IMMEDIATELY

CORE THE PORTION OF THE CONCRETE

STRUCTURE REPRESENTED BY THAT CYLINDER

FOR TESTING PURPOSES. THE CORING SHALL BE

MADE OF THE SIZE AND AT THE LOCATIONS

ORDERED BY THE ENGINEER. CORING AND

FILLING CORE HOLES WITH CONCRETE SHALL BE

DONE AT THE CONTRACTOR'S EXPENSE; CORE

TESTING SHALL BE DONE AT THE CONTRACTOR'S

EXPENSE. IF THE RESULTS OF THE CORE TESTS

INDICATE THAT, IN THE SOLE OPINION OF THE

ENGINEER, THE EXPECTED RATE OF INCREASE IN

STRENGTH IS NOT SUFFICIENT TO PRODUCE

SATISFACTORY STRENGTH AT 28 DAYS, THE

PORTION OF THE CONCRETE STRUCTURE

REPRESENTED BY THE CORE, AS DELINEATED BY

THE ENGINEER, SHALL BE REMOVED AND

DISPOSED OF, AT THE CONTRACTOR'S EXPENSE,

AND THAT PORTION REPLACED WITH NEW

CONSTRUCTION. IF THE RESULTS OF THE CORE

TESTS INDICATE THAT A SATISFACTORY 28 DAY

STRENGTH MAY YET BE REALIZED, POSSIBLE

REJECTION OF THE CONCRETE IN QUESTION

SHALL BE DEFERRED UNTIL THE 28 DAY

CYLINDERS ARE TESTED. IF A 28 DAY CYLINDER

BREAKS AT A STRENGTH BELOW THE REQUIRED

VALUE, THE ENGINEER RESERVES THE RIGHT TO

IMMEDIATELY REJECT THE CONCRETE

REPRESENTED BY THE CYLINDER, ORDERING

SUCH CONSTRUCTION REMOVED AND REPLACED

WITHIN DESIGNATED LIMITS, OR HE MAY PERMIT

THE CONTRACTOR TO PERFORM ADDITIONAL

CORING. IF ADDITIONAL CORING IS PERMITTED,

THE ENGINEER WILL EITHER ACCEPT OR REJECT

THE CONCRETE REPRESENTED ON THE BASIS OF

THE 28 DAY CORE TESTS AND ALL PREVIOUS

TESTS. THE ENGINEER'S DECISION IN THESE

CASES SHALL BE FINAL AND CONCLUSIVE.

05/27/2020

REV

No

DATE DESIGNER DESCRIPTION

A 04-25-19 MBM

ISSUED FOR 90%

REVIEW (CDs)

B 06-17-19 NA REVISED CDs

0 10-23-19 AP REVISED CDs

1 03-25-20 MBM REVISED CDs

2 05-08-20 MBM

ISSUED FOR

CONSTRUCTION

3

4

SITE NAME:

PHI SESAME PLACE

SITE ADDRESS:

400 OXFORD VALLEY ROAD

LANGHORNE,

PENNSYLVANIA 19047

JURISDICTION:

FALLS TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

MBM 19E0178.001

SHEET NUMBER:

SITE INFORMATION:

DRAWING SHEET:

DRAWING TITLE:

AE DESIGN INFO:DESIGNER: AE JOB No:

PLAN REVISIONS:

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advantage engineers910 CENTURY DRIVE, SUITE 100

MECHANICSBURG, PENNSYLVANIA 17055

PHONE: (717) 610-1765

www.advantageengineers.com

2 VALLEY SQUARE / SUITE 300512 EAST TOWNSHIP LINE ROAD

BLUE BELL, PENNSYLVANIA 19422

CELLCO PARTNERSHIP d/b/aVERIZON WIRELESS

ANDREW M. MILLER, PE

PENNSYLVANIA PROFESSIONAL ENGINEER

LICENSE # PE080134

ENGINEER SEAL:2020 OF

GN-2

SPECIFICATIONS

(CONTINUED)

IN THE EVENT THAT, DURING THE COURSE OF CONSTRUCTION,

AND FOLLOWING SATISFACTORY SEVEN DAY CYLINDER TESTS, A

28 DAY CONCRETE CYLINDER BREAKS AT A COMPRESSIVE

STRENGTH LOWER THAN THAT SHOWN ABOVE FOR THAT AGE, THE

ENGINEER RESERVES THE RIGHT TO IMMEDIATELY REJECT THE

CONCRETE REPRESENTED BY THE CYLINDER, ORDERING SUCH

CONSTRUCTION REMOVED AND REPLACED WITHIN DESIGNATED

LIMITS, OR HE MAY PERMIT THE CONTRACTOR TO PERFORM

CORING WHEREVER ORDERED. IF CORING IS PERMITTED, THE

ENGINEER WILL EITHER ACCEPT OR REJECT THE CONCRETE

REPRESENTED ON THE BASIS OF THE 28 DAY CORE TESTS AND

ALL PREVIOUS TESTS. CORING AND FILLING CORE HOLES WITH

CONCRETE SHALL BE DONE AT THE CONTRACTOR'S EXPENSE;

CORE TESTING SHALL BE DONE AT THE ENGINEER'S EXPENSE.

THE ENGINEER'S DECISION IN THESE CASES SHALL BE FINAL AND

CONCLUSIVE.

2.4.1.7 CONSISTENCY: THE SLUMP RANGE FOR CONCRETE TO BE

COMPACTED, BY APPROVED MECHANICAL VIBRATORS, SHALL

CONFORM TO THE FOLLOWING REQUIREMENTS (TESTING

LABORATORY SHALL PERFORM ALL SLUMP TESTING):

SLUMP IN

TYPES OF CONSTRUCTION MAXIMUM MINIMUM

REINFORCED FOUNDATION

WALLS AND FOOTINGS 3 1

PLAIN FOOTINGS, AND

SUBSTRUCTURE WALLS 3 1

BEAMS AND REINFORCED WALLS 4 1

BUILDING COLUMNS 4 1

PAVEMENTS AND SLABS 3 1

MASS CONCRETE 2 1

REINFORCED PIERS OR CAISSONS 6 1

SECTION II - STANDARD SPECIFICATIONS

ITEM 3 - STONE SURFACING

3.1 SCOPE OF WORK

3.1.1 GENERAL

THIS WORK SHALL INCLUDE THE FURNISHING AND PLACING OF A

STONE SURFACE WEARING COURSE ON THE PREPARED

SUBGRADE OF THE SITE AREA TO THE REQUIRED ELEVATIONS

SHOWN ON THE DRAWINGS AND AS SPECIFIED.

3.2 MATERIALS

SIX INCH THICK (MINIMUM) SURFACE WEARING COURSE SHALL

CONSIST OF CRUSHED STONE CONFORMING TO THE

REQUIREMENTS OF ASTM C33. IN ADDITION, THE MIX SHALL

CONTAIN 10 TO 15 PERCENT OF BINDER MATERIAL (IRON OXIDE,

LIMESTONE DUST OR LOAM).

THE CONTRACTOR SHALL SUBMIT A 5 POUND SAMPLE OF THE

MATERIAL TO THE ENGINEER FOR APPROVAL PRIOR TO DELIVERY

TO THE SITE.

3.3 CONSTRUCTION METHODS

BEFORE PLACING THE SURFACING, THE SUBGRADE SHALL BE

FINE-GRADED TO THE LINES AND GRADES SHOWN ON THE

DRAWINGS, AND COMPACTED UNTIL AN UNYIELDING SURFACE IS

PRODUCED AS DETERMINED BY THE ENGINEER.

THE SURFACING MATERIAL SHALL BE SPREAD ON THE PREPARED

SUBGRADE TO THE DEPTH CALLED FOR AND COMPACTED BY AN

APPROVED TYPE ROLLER. THE MATERIAL SHALL BE WETTED, IF

REQUIRED, BLADED, DRAGGED, SCRAPED AND RECOMPACTED

UNTIL CONFORMANCE IS OBTAINED TO THE SPECIFIED CROSS

SECTION.

WHEN ADDITIONAL BINDER MATERIAL IS REQUIRED, IT SHALL BE

FURNISHED AND APPLIED. SUCH ADDITIONAL BINDER MATERIAL

SHALL BE CAREFULLY AND EVENLY INCORPORATED INTO THE

WEARING COURSE BY SCARIFYING, HARROWING, BROOMING OR

OTHER APPROVED METHODS.

SECTION II - STANDARD SPECIFICATIONS

ITEM 4 - ELECTRICAL SERVICE ENTRANCE SYSTEM

4.1 GENERAL SCOPE OF WORK

THE ELECTRICAL DISTRIBUTION SYSTEM WORK UNDER THIS ITEM

SHALL CONSIST OF ALL EQUIPMENT, WIRING, LABOR AND

MATERIALS TO INCLUDE BUT NOT BE LIMITED TO CONDUIT, METER,

GENERATOR, POWER TRANSFER LOAD CENTER AND GROUNDING

FOR COMPLETE INSTALLATION OF THE SYSTEM, READY FOR

OPERATION AS SHOWN ON THE DRAWINGS AND AS SPECIFIED

HEREIN. ALL WORK AND MATERIALS SHALL BE AS REQUIRED BY

THE LOCAL POWER COMPANY HAVING JURISDICTION FOR A

COMPLETE ELECTRICAL SERVICE ENTRANCE.

4.2 CONNECTIONS TO EXISTING DISTRIBUTION SYSTEM

A. THE CONTRACTOR SHALL FURNISH AND INSTALL THE

ELECTRICAL SERVICE ENTRANCE SYSTEM COMPLETE AS

SHOWN ON THE DRAWINGS.

B. THE POWER COMPANY SHALL MAKE FINAL CONNECTIONS

BETWEEN THEIR FACILITIES AND THE SERVICE ENTRANCE.

WHEN THE NEW INSTALLATION IS COMPLETE AND ACCEPTED,

THE CONTRACTOR SHALL NOTIFY THE OWNER.

4.3 STANDARDS FOR WORK PERFORMED

A. THE DRAWINGS INDICATE THE EXTENT AND GENERAL

ARRANGEMENT OF THE ELECTRICAL SERVICE ENTRANCE.

B. THE ELECTRICAL MATERIALS, CONSTRUCTION AND

INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF

THE NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE

PROTECTION ASSOCIATION (LATEST EDITIONS), AND SHALL

CONFORM TO ALL LOCAL AND SPECIAL LAWS OR ORDINANCES

GOVERNING SUCH INSTALLATIONS, AND TO THE SPECIAL

REQUIREMENTS HEREIN SET FORTH. THE CONTRACTOR SHALL

OBTAIN NECESSARY PERMIT AND MAKE ARRANGEMENTS WITH

UTILITY COMPANY FOR SERVICE CONNECTION. THE UTILITY

COMPANY SHALL PROVIDE THE METER AND THE CONTRACTOR

SHALL PROVIDE THE METER SOCKET TO ACCEPT THE METER.

THE CONTRACTOR SHALL SUPPLY THE REQUIRED

UNDERWRITERS' CERTIFICATE FOR ALL WORK PERFORMED.

INSTALL CONDUIT AND SERVICE WIRE AS SHOWN ON THE

DRAWINGS. THE CONDUIT INSTALLATION AND WIRE

INSTALLATION SHALL BE COORDINATED WITH THE POWER

COMPANY. ALL WORK TO BE COORDINATED WITH THE POWER

COMPANY AND COMPLETED WITHIN ONE WORKING DAY.

C. MATERIALS AND EQUIPMENT SHALL BE ESSENTIALLY THE

STANDARD CATALOG PRODUCTS OF A MANUFACTURER

REGULARLY ENGAGED IN THE MANUFACTURE OF THE

PRODUCTS. MATERIALS AND EQUIPMENT SHALL MEET THE

APPLICABLE REQUIREMENTS OF THESE SPECIFICATIONS, AND

SHALL ESSENTIALLY DUPLICATE MATERIAL AND EQUIPMENT

THAT HAVE BEEN IN SATISFACTORY USE AT LEAST TWO YEARS.

D. THE CONTRACTOR SHALL BE SPECIFICALLY RESPONSIBLE FOR

THE COORDINATION AND PROPER RELATION OF THE WORK TO

THE SITE AND TO THE WORK OF ALL TRADES. THE

CONTRACTOR SHALL VISIT THE PREMISES AND THOROUGHLY

FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND

WORKING CONDITIONS, TO VERIFY ALL DIMENSIONS IN THE

FIELD, AND TO ADVISE THE OWNER OF ANY DISCREPANCY

BEFORE PERFORMING ANY WORK.

E. TRENCHING AND BACKFILL FOR UNDERGROUND CONDUIT

SHALL BE PERFORMED IN ACCORDANCE WITH PROVISIONS OF

THE SECTION - EARTHWORK.

F. ALL MATERIALS AND EQUIPMENT SHALL BE AS REQUIRED AND

AS APPROVED BY THE POWER COMPANY.

G. AS SOON AS PRACTICABLE, AND BEFORE STARTING

INSTALLATION OF ANY MATERIALS OR EQUIPMENT, SUBMIT FOR

APPROVAL A COMPLETE LIST, IN TRIPLICATE, OF MATERIALS

AND EQUIPMENT TO BE INCORPORATED IN THE WORK. THIS

LIST SHALL INCLUDE MANUFACTURER'S STYLE OR CATALOG

NUMBERS, CUTS, OR SUCH OTHER DESCRIPTIVE DATA AS MAY

BE REQUIRED. NO CONSIDERATION WILL BE GIVEN TO PARTIAL

LISTS SUBMITTED FROM TIME TO TIME. APPROVAL OF

MATERIALS WILL BE BASED ON MANUFACTURER'S PUBLISHED

DATA; APPROVAL OF MATERIALS AND EQUIPMENT WILL BE

TENTATIVE SUBJECT TO SUBMISSION OF COMPLETE SHOP

DRAWINGS INDICATING COMPLIANCE WITH THE DRAWINGS.

H. AFTER RECEIVING APPROVAL OF THE EQUIPMENT ON THE

MATERIALS LIST AND BEFORE INSTALLATION OF ANY OF THESE

ITEMS, SUBMIT COMPLETE SHOP DRAWINGS AND SUCH OTHER

DESCRIPTIVE DATA AS THE OWNER MAY REQUIRE TO

DEMONSTRATE COMPLIANCE WITH THE DOCUMENTS. IF

DEPARTURES FROM THE DRAWINGS ARE DEEMED NECESSARY

BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES,

INCLUDING CHANGES AND THE REASONS THEREFOR, SHALL BE

SUBMITTED WITH THE SHOP DRAWINGS.

I. MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN

ACCORDANCE WITH THE APPROVED RECOMMENDATIONS OF

THE MANUFACTURER TO CONFORM WITH THE DOCUMENTS.

THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKMEN

SKILLED IN THIS TYPE OF WORK.

4.4 WIRE AND CABLE

WIRE AND CABLE SHALL HAVE THE SIZE, GRADE OF INSULATION,

RATED VOLTAGE, AND MANUFACTURER'S NAME PERMANENTLY

MARKED ON IT AT REGULAR INTERVALS.

4.4.1 MATERIALS

A. ALL INSULATED WIRES AND CABLES SHALL CONFORM TO THE

LATEST ICEA SPECIFICATIONS APPLICABLE TO INSULATED WIRE

AND CABLE. WIRES AND CABLES, UNLESS OTHERWISE

SPECIFIED, SHALL BE MANUFACTURED BY GENERAL CABLE CO.,

GENERAL ELECTRIC CO., OR TRIANGLE CONDUIT AND CABLE

CO. ALL CONDUCTORS SHALL BE COPPER OF NOT LESS THAN

98 PERCENT CONDUCTIVITY, WITH CLASS B STRANDING.

1. INTERIOR AND EXTERIOR BUILDING WIRING FOR POWER AND

FEEDERS SHALL BE SINGLE CONDUCTOR, COPPER, 600 VOLT

AC TYPE "XHHW" OR "THHN/THWN-2" INSULATION, OF SIZES

SHOWN ON THE DRAWINGS. STRANDED WIRE SHALL BE

USED FOR AWG NO. 8 AND LARGER SIZES OF WIRE.

B. COLOR CODING SHALL BE AS FOLLOWS:

COLOR CODING

120/240V

SINGLE CONDUCTOR *MARKER STRIP

PHASE PHASE COLOR CODE SINGLE PHASE

PHASE A L1 BLACK AC-L1

PHASE B L2 RED AC-L2

NEUTRAL NEUTRAL WHITE AC-N

*MARKER STRIP SHALL BE AS MANUFACTURED BY W.H. BRADY

CO. OF WESTERN LITHOGRAPH OR APPROVED EQUAL.

CONDUCTORS REQUIRED FOR GROUNDING SHALL BE IDENTIFIED

BY A GREEN COLOR INSULATION OR BARS AS SHOWN ON THE

DRAWINGS AND AS DIRECTED. BARE OR GREEN COLOR

INSULATION SHALL BE USED FOR GROUNDING PURPOSES ONLY

FOR THE SPECIFIC PURPOSES AND LOCATIONS AS INDICATED.

CONDUCTOR REQUIRED FOR SIGNAL GROUNDING SHALL BE

IDENTIFIED BY A GREEN-YELLOW INSULATION.

CONDUCTORS SHALL BE FACTORY COLOR-CODED, OR WHEN

APPROVED, COLORED VINYL MARKER TAPES MAY BE

SUBSTITUTED. CABLES INSTALLED IN WIREWAYS SHALL BE

COLOR-CODED EVERY 3 FEET, AND ALSO AT ALL JUNCTION

BOXES AND FITTINGS.

C. WIRE AND CABLE SHALL BE SUITABLY PROTECTED FROM

WEATHER AND DAMAGE DURING STORAGE AND HANDLING AND

SHALL BE IN FIRST-CLASS CONDITION WHEN INSTALLED.

4.4.2 INSTALLATION OF WIRE AND CABLE

A. ALL WIRES AND CABLES SHALL BE INSTALLED BY METHODS

WHICH WILL NOT INJURE CABLE INSULATION OR JACKETS. ONLY

POWDERED SOAPSTONE OR SIMILAR MATERIAL SHALL BE USED

AS A PULLING LUBRICANT, EXCEPT IN UNDERGROUND DUCTS

WHERE A PULLING LUBRICANT FOR THIS USE WILL BE

APPROVED BY THE ENGINEER.

B. ALL WIRES TO BE INSTALLED IN ONE CONDUIT SHALL BE

PULLED AT THE SAME TIME. ALL FEEDER CABLES SHALL BE

CONTINUOUS FROM ORIGIN TO PANEL TERMINATION WITHOUT

SPLICES IN INTERMEDIATE PULL BOXES.

C. TERMINALS ON SINGLE CONDUCTOR WIRES SHALL BE MADE

WITH HYDRAULICALLY INDENTED COPPER CONDUCTORS LARGE

ENOUGH TO ENCLOSE ALL CONDUCTOR STRANDS, BURNDY OR

APPROVED EQUAL.

D. COMPOSITION OR PORCELAIN WIRE-NUTS WILL NOT BE

ACCEPTED FOR CONNECTING ANY WIRE REGARDLESS OF SIZE.

4.5 CONDUIT, RACEWAY, AND WIREWAY

4.5.1 CONDUIT MATERIALS

THE WORD RACEWAY DENOTES ELECTRICAL METALLIC TUBING

(EMT), RIGID STEEL ZINC-COATED CONDUIT (GRS) OR POLYVINYL

CHLORIDE CONDUIT (PVC) AS SHOWN ON THE DRAWINGS.

ELECTRICAL METALLIC CONDUIT TUBING (EMT) SHALL BE

STANDARD GRADE CONFORMING TO ANSI C80.3. FITTINGS SHALL

CONFORM TO ANSI C80.4.

RIGID STEEL ZINC-COATED CONDUIT SHALL CONFORM TO ANSI

C80.1. FITTINGS SHALL CONFORM TO ANSI C80.4.

POLYVINYL CHLORIDE CONDUIT AND FITTINGS SHALL MEET THE

REQUIREMENTS OF NEMA TC2, WC-1094A AND UL 651. PVC

CONDUIT SHALL BE SCHEDULE 40.

ALL RACEWAYS SHALL BEAR THE LABEL OF APPROVAL OF THE

UNDERWRITERS' LABORATORIES OR EQUAL.

GRS AND EMT CONDUIT AND FITTINGS SHALL BE THE PRODUCTS

OF REPUBLIC STEEL CO., NATIONAL ELECTRIC PRODUCTS OR

TRIANGLE CONDUIT AND CABLE CO.

PVC CONDUIT AND FITTINGS SHALL BE THE PRODUCTS OF

CARLON, OLIN CORP. OR APPROVED EQUAL.

4.5.2 CONDUIT INSTALLATION

UNLESS OTHERWISE SHOWN OR DIRECTED, ALL INTERIOR

CONDUITS SHALL BE EMT AND EXTERIOR CONDUITS SHALL BE

RIGID STEEL WITH SIZES CONFORMING TO THE REQUIREMENTS OF

THE NATIONAL ELECTRICAL CODE. ALL CONDUITS SHALL BE A

MINIMUM OF 3/4 INCH. ALL UNDERGROUND CONDUIT SHALL BE

PVC.

RACEWAYS SHALL BE SECURELY FASTENED TO THE STRUCTURE

AND RUN PARALLEL OR AT RIGHT ANGLES TO WALLS OR VERTICAL

SURFACES.

THE EXACT LOCATIONS AND ROUTING OF RACEWAYS, WHEN NOT

SHOWN IN DETAIL ON DRAWINGS, SHALL BE DETERMINED AT THE

TIME OF INSTALLATION AND BE SUBJECT TO APPROVAL BY THE

ENGINEER PRIOR TO INSTALLATION.

ALL METALLIC CONDUITS, FITTINGS, CLAMPS AND OUTLET BOXES

SHALL BE GALVANIZED.

EXPOSED CONDUIT SHALL BE SUPPORTED BY ZINC-COATED

HANGERS AND HARDWARE, WITH NECESSARY INSERTS, OR

CLAMPS OF APPROVED DESIGN OR SHALL BE ATTACHED TO

WALLS BY EXPANSION BOLTS.

CONDUIT SHALL BE OF SUCH SIZE AND SO INSTALLED THAT THE

REQUIRED CONDUCTORS MAY BE DRAWN IN WITHOUT INJURY OR

EXCESSIVE STRAIN. NO RUNS OF CONDUIT SHALL HAVE MORE

ELBOWS OR BENDS THAN ALLOWED BY THE NATIONAL

ELECTRICAL CODE OR OTHER GOVERNING CODES.

ALL ENCLOSURES AND RACEWAYS FOR CONDUCTORS SHALL BE

MECHANICALLY JOINED TOGETHER TO FORM A CONTINUOUS

ELECTRICAL CONDUCTOR AND CONNECTED TO ALL ELECTRICAL

BOXES, CABINETS AND FITTINGS TO PROVIDE EFFECTIVE

ELECTRICAL CONTINUITY AND ASSEMBLY.

ALL RACEWAYS SHALL BE COMPLETELY INSTALLED BEFORE ANY

CABLES ARE DRAWN IN.

CONDUIT ENDS SHALL BE CUT SQUARE AND REAMED TO REMOVE

BURRS AND SHARP EDGES. FIELD THREADS SHALL BE OF THE

SAME TYPE AND HAVE THE SAME EFFECTIVE LENGTH AS FACTORY

CUT THREADS ON RIGID STEEL CONDUIT. NO RUNNING THREADS

SHALL BE PERMITTED. UNIVERSAL TYPE COUPLINGS SHALL BE

USED WHERE REQUIRED. CONDUITS EMPTY AFTER INSTALLATION

SHALL HAVE ALL OPEN ENDS PLUGGED TO PREVENT THE

ENTRANCE OF WATER OR OTHER FOREIGN MATTER.

AT ALL POINTS WHERE CONDUITS MAKE A RIGHT ANGLE TURN

THROUGH WALLS, APPROPRIATELY SIZED LB CONDUIT FITTINGS

SHALL BE USED.

BENDS AND OFFSETS SHALL PREFERABLY BE FACTORY MADE

WITH A HICKY OR POWER BENDER WITHOUT KINKING OR

DESTROYING THE SMOOTH BORE OF THE CONDUIT.

CONDUIT ENDS AT BOXES AND CABINETS SHALL BE RIGIDLY

SECURED WITH LOCKNUTS AND BUSHING AS REQUIRED BY THE

NEC AND LOCAL ELECTRICAL CODE. INSULATED GROUNDING

BUSHINGS SHALL BE USED ON ALL CONDUIT UNLESS OTHERWISE

SPECIFIED.

EXPOSED CONDUITS SHALL BE SECURELY FASTENED IN PLACE ON

NOT MORE THAN 5 FOOT CENTERS; HANGERS, SUPPORTS OR

FASTENINGS SHALL BE PROVIDED AT EACH ELBOW AND AT THE

END OF EACH STRAIGHT RUN TERMINATED AT A BOX OR CABINET.

CONDUIT SHALL BE CONTINUOUS FROM OUTLET TO OUTLET AND

FROM OUTLET TO CABINETS, JUNCTION OR PULL BOXES, AND

ENTER AND BE SECURED IN A MANNER THAT EACH SYSTEM IS

ELECTRICALLY CONTINUOUS AND GROUNDED, FROM A POINT OF

SERVICE TO ALL EQUIPMENT.

4.6 METER

METER SHALL BE FURNISHED AND INSTALLED BY THE POWER

COMPANY.

SECTION II - STANDARD SPECIFICATIONS

ITEM 5 - GROUNDING NETWORK

5.1 SCOPE OF WORK

5.1.1 THIS WORK SHALL INCLUDE FURNISHING LABOR, MATERIALS AND

EQUIPMENT NECESSARY TO INSTALL AND TEST THE GROUNDING

NETWORK, AS LOCATED AND DETAILED ON THE DRAWINGS AND AS

REQUIRED.

5.2 MATERIALS

5.2.1 EXTERIOR BUILDING GROUND WIRE WELDS SHALL BE CADWELD

(EXOTHERMIC WELDS).

5.2.2 GROUND WIRE CLAMPS SHALL BE A HEAVY DUTY TYPE CLAMP AS

MANUFACTURED BY BURNDY OR APPROVED EQUAL. SIZE AS

REQUIRED.

5.2.3 GROUND WIRE SHALL BE #2 AWG, SOLID TINNED BARE COPPER

UNLESS OTHERWISE NOTED.

5.2.4 GROUND WIRE FOR ANTENNA GROUNDING SHALL BE #2 AWG

STRANDED, COPPER, 600 VOLT TYPE THHN/THWN-2 COLOR CODED

GREEN.

5.2.5 GROUND CONNECTIONS TO ANTENNA MOUNTS SHALL BE MADE BY

GROUND CLAMP SIMILAR TO BURNDY TYPE GAR, SIZE AS

REQUIRED.

5.2.6 GROUND CONNECTION TO EXTERIOR GROUND BAR PLATE SHALL

BE MADE BY BOLTING HEAVY-DUTY COPPER, DOUBLE HOLE LUG

COMPRESSION CONNECTOR. SIZE AS REQUIRED. ALL HARDWARE,

BOLTS, WASHERS, LOCKWASHERS AND NUTS SHALL BE STAINLESS

STEEL.

5.2.7 SS BOLTS AND NUTS FOR THE #4/0 AWG LUG SHALL BE

1/2"-20NCX1/2" WITH LOCK WASHERS. SS BOLTS AND NUTS FOR

THE #2 AWG AND #6 AWG LUG SHALL BE 1/4"-20NCX1/2" WITH LOCK

WASHERS.

5.2.8 GROUND RODS SHALL BE 5/8 INCH DIAMETER BY 10 FEET IN

LENGTH AND INSTALLED WHERE INDICATED. GROUND RODS SHALL

BE GALVANIZED STEEL AS MANUFACTURED BY COPPERWELD

STEEL COMPANY OR APPROVED EQUAL.

5.2.9 AIR CONDITIONER, INTAKE, EXHAUST, I BEAMS, CABLE ENTRY

PLATES SHALL BE GROUNDED WITH #2 AWG SOLID TINNED BARE

COPPER GROUND WIRE. GROUND CONNECTIONS TO EQUIPMENT

SHALL BE WITH DOUBLE HOLE LUGS.

5.2.10 EACH SECTION OF CABLE TRAY SHALL BE GROUNDED WITH #2

AWG INSULATED GROUND WIRE USING GROUNDING CONNECTOR

SIMILAR TO TYPE KS-22 BY BURNDY. GROUNDING CONNECTION

SHALL BE MADE FROM #2 AWG GROUND WIRE.

5.3 CONSTRUCTION METHODS

THE WORK INVOLVED SHALL BE DONE IN ACCORDANCE WITH ALL

APPLICABLE PROVISIONS SPECIFIED UNDER THE SECTION -

EARTHWORK, AND WITH THE DETAILS SHOWN ON THE DRAWINGS.

SITE GROUNDING NETWORK SHALL INCLUDE EXCAVATION, WIRE

AND GROUND ROD INSTALLATION, AND BACKFILL AS LOCATED AND

DETAILED ON THE DRAWINGS, PLUS ALL MATERIALS AND LABOR

NECESSARY TO COMPLETE THE GROUNDING NETWORK.

ALL UNDERGROUND WELDED CONNECTIONS SHALL BE INSPECTED

AND APPROVED BY THE ENGINEER BEFORE BACKFILLING. ALL

ABOVE GROUND CONNECTIONS TO GROUND CONDUCTORS SHALL

BE MADE ACCESSIBLE FOR INSPECTION. CONTACT SURFACES

SHALL BE THOROUGHLY CLEANED PRIOR TO MAKING

CONNECTIONS TO ASSURE GOOD METAL CONTACT.

CONTRACTOR MUST UTILIZE PROPER SIZE MOLDS FOR CADWELD

CONNECTIONS TO ENSURE ADEQUATE BONDING IS OBTAINED.

TOP OF GROUND RODS AND GROUND WIRE SHALL BE INSTALLED A

MINIMUM OF 18 INCHES BELOW FINISHED GRADE.

IF ROCK IS ENCOUNTERED, GROUND RODS SHALL BE INSTALLED IN

3 INCH DIAMETER DRILLED HOLES TO THE REQUIRED DEPTH AND

BACKFILLED WITH APPLICATIONS OF GROUND ENHANCEMENT

MATERIAL GEM AS PER ERICO CADWELD'S SPECIFICATION.

CONTRACTOR SHALL TIE GROUND WIRE FOR THE ANTENNA

SUPPORT, SAFETY DISCONNECT AND GROUND BAR INTO THE

EXTERIOR GROUND NETWORK AS SHOWN ON DRAWINGS AND

SHALL BE INSTALLED A MINIMUM OF 18 INCHES BELOW FINISHED

GRADE.

5.4 GROUND BAR

THE CONTRACTOR SHALL PROVIDE AND INSTALL A HIGH

CONDUCTIVITY (99 PERCENT) GALVANIZED STEEL BAR 1/4" X 4" X

24" HIGH. IT SHALL BE ENCLOSED AND MOUNTED AT A LOCATION

INDICATED ON THE DRAWINGS AND/OR AS APPROVED BY THE

ENGINEER.

BUS BAR, MOUNTING HARDWARE AND INSULATORS SHALL BE

MANUFACTURED BY ELECTRIC MOTION COMPANY, WINSTED,

CONNECTICUT 06098. ALL LUGS MUST BE COPPER, TWO HOLE,

LONG BARREL, DOUBLE CRIMP TYPE. THE BUS BAR SHALL BE

CLEANED AND PREPARED BEFORE DRILLING AND CONDUCTOR

GREASE APPLIED TO ALL CONDUCTING SURFACES. ALL

FASTENERS, NUTS, BOLTS, LOCKNUTS AND WASHERS SHALL BE

STAINLESS STEEL.

5.5 TESTING

THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS REQUIRED

TO TEST THE GROUNDING NETWORK AND SUBMIT TO THE

ENGINEER COPIES OF TEST DATA.

MEGGER, VIBROGROUND, OR EQUIVALENT FOR

EARTH-RESISTANCE TESTING SHALL BE USED. THE INSTRUMENT'S

PROCEDURES FOR THE FALL-OF-POTENTIAL METHOD OR THREE-

TERMINAL TEST SHALL BE FOLLOWED. ANY POINT ON THE

GROUND ROD FIELD SHALL BE UTILIZED AS THE EARTH

ELECTRODE UNDER TEST. THE TEST SETUP AND THE DISTANCES

BETWEEN THE REFERENCED TEST RODS SHALL BE A MINIMUM OF

500 FEET. THE TOTAL AREA, WHICH INCLUDES BOTH THE GROUND

ROD FIELD UNDER TEST AND THE TEST RODS, SHALL NOT

CONTAIN CONDUCTIVE OR METALLIC OBJECTS SUCH AS

CONDUITS, CABLE RUNS, OR STRUCTURAL REINFORCEMENTS,

AND MUST BE HOMOGENEOUS WITH NO DISCONTINUITIES SUCH

AS DEEP EARTH FILL, ROCK RIDGES, ETC. THE ACCEPTABLE

RESISTANCE MEASURED FOR EACH GROUND ROD FIELD SHALL

NOT EXCEED 5.0 OHM. ADDITIONAL GROUND RODS, LONGER RODS,

OR CHEMICAL TREATMENT MAY BE USED ALONE OR IN

COMBINATION AS NECESSARY TO MEET THE REQUIREMENT.

TESTING SHALL BE CONDUCTED UNDER THE OBSERVATION OF

THE ENGINEER AND SHALL BE PERFORMED BEFORE THE

PROPOSED GROUNDING NETWORK IS CONNECTED TO THE

EXISTING GROUNDING NETWORK.

SECTION II - STANDARD SPECIFICATIONS

ITEM 6 - SEEDING, FERTILIZING AND MULCHING

6.1 SCOPE OF WORK

THIS WORK SHALL INCLUDE SEEDING, FERTILIZING AND MULCHING

OF GRADED CUT AND FILL SLOPES, DITCH LINES AND OTHER SITE

AND ACCESS ROAD AREAS DISTURBED BY THE CONSTRUCTION

ACTIVITY REQUIRING EROSION CONTROL AS INDICATED ON THE

DRAWINGS AND AS REQUIRED BY THE ENGINEER.

6.2 MATERIALS AND RATES

6.2.1 TEMPORARY SEEDING: 100% ANNUAL RYE GRASS - 5.0 POUNDS

PER 1000 SQUARE FEET.

6.2.2 PERMANENT SEEDING: 50% KENTUCKY FESCUE (K31) AND 50%

PERENNIAL RYE - 6 POUNDS PER 1000 SQUARE FEET.

6.2.3 FERTILIZER: (10-20-10) OR EQUIVALENT - 11 POUNDS PER 1000

SQUARE FEET PLUS SLOW RELEASE NITROGEN (38-0-0) - 7 POUNDS

PER 1000 SQUARE FEET.

6.2.4 LIMESTONE: EQUIVALENT TO 50 PERCENT CALCIUM PLUS

MAGNESIUM OXIDES - 180 POUNDS PER 1000 SQUARE FEET.

6.2.5 MULCH: UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW - 70

TO 90 POUNDS PER 1000 SQUARE FEET.

6.3 CONSTRUCTION METHODS

PERMANENT SEEDING SHALL BE PERFORMED AFTER ALL

CONSTRUCTION OPERATIONS ARE COMPLETED INCLUDING THE

WORK TO BE CONDUCTED BY OTHERS.

FERTILIZER AND LIMESTONE SHALL BE THOROUGHLY

INCORPORATED INTO THE UPPER 4 INCHES OF SOIL BY DISCING,

SPRINGTOOTH HARROW OR OTHER APPROVED METHOD

CREATING A UNIFORM SEEDBED.

BEFORE APPLYING SEED, ALL STONES, ROCKS, ROOTS AND

OTHER DEBRIS MEASURING 2 INCHES OR MORE IN ANY DIMENSION

SHALL BE REMOVED.

SEED SHALL BE APPLIED UNIFORMLY TO A SEEDING DEPTH OF 1/4

TO 1/2 INCH.

MULCH SHALL BE SPREAD UNIFORMLY SO THAT 85-95 PERCENT

AREA COVERAGE IS OBTAINED.

MULCH BLOWERS SHALL NOT GRIND OR CHOP THE MATERIAL.

DURING NON-OPTIMUM SEEDING DATES MULCH SHALL BE

ANCHORED USING A DEGRADABLE NETTING OR APPROVED EQUAL.

FINISHED SEEDBED SHALL BE SMOOTH AND CONFORM TO THE

PRESCRIBED LINES AND ELEVATIONS AS SHOWN ON THE

DRAWINGS.

ALL AREAS OF SEEDING, FERTILIZING AND MULCHING ON WHICH A

SATISFACTORY STAND OF GRASS IS NOT PRODUCED SHALL BE

REFERTILIZED, RESEEDED AND REMULCHED BY THE CONTRACTOR

UNTIL SATISFACTORY STAND OF GRASS IS ESTABLISHED.

A "STAND OF GRASS" WILL BE TAKEN TO MEAN 200 PLANTS PER

SQUARE FOOT AND SHALL BE AT A MINIMUM HEIGHT OF THREE

INCHES AT FINAL ACCEPTANCE.

05/27/2020

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