CHIEF ENGINEER - EM&C Transportation Authority SINGLE LINE DIAGRAM E-002 SUBSTATION SITE PLAN E-001...

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CHIEF ENGINEER - EM&C

CHIEF ENGINEERING OFFICER - B&B

CHIEF RAIL TRANSIT OFFICER

SYSTEM SAFETY

DIRECTOR OF ENGINEERING - B&B

MANAGER - ARCH / ENGINEERING

PROJECT MANAGER

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ACT 181 NOTIFICATION LISTLIST OF DRAWINGS LOCATION

Transportation Authority

Southeastern Pennsylvania

FTA NO. 888-PA040063

ENGINEERING, MAINTENANCE AND CONSTRUCTION

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1-800-242-1776

SEPTA PROJECT No. CAS-SN

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PHASE 1 CONSTRUCTION - TRANSFORMER SUBSTATION

69TH STREET TRANSPORTATION CENTER PARKING GARAGE

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PETER KIRLIN

KING OF PRUSSIA, PA. 19406

450 S HENDERSON RD SUITE B

PECO ENERGY C/O USIC

RICH KAIN

ASTON, PA. 19014

110 SPRINGBROOKE BLVD

COMCAST CABLE COMMUNICATIONS INC

STEVE PIZZI

BRYN MAWR, PA. 19010

762 W LANCASTER AVE

AQUA PENNSYLVANIA INC

LIST OF PUBLIC UTILITIES

DEBORAH BARUM

PITTSBURGH, PA. 15212

15 MONTGOMERY AVE, FLOOR 2

VERIZON PENNSYLVANIA LLC

CHARLES CATANIA

MILMONT PARK, PA. 19033

520 W MACDADE BLVD

C/0 CATANIA ENGINEERING ASSOC INC

DARBY CREEK JOINT AUTHORITY

JAMES NURMELA

UPPER DARBY, PA. 19082

100 GARRETT RD RM 301

UPPER DARBY TOWNSHIP

20161230725.

THE FOLLOWING SERIAL NUMBER HAS BEEN ASSIGNED TO THIS PROJECT:

COMPLY WITH THE APPLICABLE UTILITY COMPANY'S CLEARANCE REQUIREMENTS.

THE CONTRACTOR SHALL ALSO IDENTIFY ALL OVERHEAD LINES, NOTIFY AND

AND COMPLY WITH THE PROVISIONS OF ACT 287-1974, AS AMENDED.

MUST CONTACT THE PA "ONE CALL SYSTEM" (ONE CALL #1-800-242-1776)

WORK IN THE VICINITY OF UNDERGROUND UTILITIES, THE CONTRACTOR

THREE WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION

CO

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7/15/2016

FENCING GROUNDING DETAILSFN-005

FENCING DETAILS (2 OF 2)FN-004

FENCING DETAILS (1 OF 2)FN-003

FENCING PLANFN-002

FENCING GENERAL NOTESFN-001

E-006 DUCT BANK DETAILS

E-005 SUBSTATION ELEVATION AND FLOOR PLAN

E-004 SUBSTATION GROUNDING PLAN

E-003 SINGLE LINE DIAGRAM

E-002 SUBSTATION SITE PLAN

E-001 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

EQUIPMENT SLAB PLANS-102

STRUCTURES GENERAL NOTESS-001

E&S SITE PLANES-102

ES DETAILSES-101

ES NOTESES-100

CIVIL SITE PLANC-102

CIVIL DETAILSC-101

DEMOLITION PLANC-100

GENERAL NOTESC-002

GENERAL NOTES AND LEGENDC-001

CIVIL COVER SHEETC-000

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PHILADELPHIA, PA 19107

1234 MARKET ST, 13TH FL,

EM&C DIVISION

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U.P.

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LEGENDUTILITY NOTES

LIST OF PUBLIC UTILITIES AND AGENCIES

EXISTING PROPOSED

AND&

AT@

WITHW/

VERTICALVERT.

TYPICALTYP.

TEMPORARYTEMP.

STORMSTRM

STRUCTURESTR.

STANDARDSTD.

STATIONINGSTA

SPECIFICATIONSPEC.

RIGHT OF WAYROW

REQUIREDREQ'D

RADIUSR

QUANTITYQTY.

PROPOSEDPROP.

OUTSIDE DIAMETERO.D.

NOT TO SCALENTS

NUMBERNO.

NOT APPLICABLEN/A

MINIMUMMIN.

MANHOLEMH

MAXIMUMMAX.

LENGTHL

INCHESIN

HORIZONTALHORIZ.

FEETFT

FOUNDATIONFND

EXISTINGEX.

ELEVATIONElev

EACHEA.

DRAWINGDWG.

DIMENSIONDIM.

DIAMETERDIA.

CONCRETECONC.

APPROXIMATEAPPROX.

ABBREVIATIONS

100

PETER KIRLIN

KING OF PRUSSIA, PA. 19406

450 S HENDERSON RD SUITE B

PECO ENERGY C/O USIC

RICH KAIN

ASTON, PA. 19014

110 SPRINGBROOKE BLVD

COMCAST CABLE COMMUNICATIONS INC

STEVE PIZZI

BRYN MAWR, PA. 19010

762 W LANCASTER AVE

AQUA PENNSYLVANIA INC

DEBORAH BARUM

PITTSBURGH, PA. 15212

15 MONTGOMERY AVE, FLOOR 2

VERIZON PENNSYLVANIA LLC

CHARLES CATANIA

MILMONT PARK, PA. 19033

520 W MACDADE BLVD

C/0 CATANIA ENGINEERING ASSOC INC

DARBY CREEK JOINT AUTHORITY

JAMES NURMELA

UPPER DARBY, PA. 19082

100 GARRETT RD RM 301

UPPER DARBY TOWNSHIP

TEST PIT LOCATIONS

BORING LOCATIONS

CONTOURS

INLET FILTER BAG

FILTER SOCK

MANHOLE

INLET

PROPERTY LINE

RIGHT-OF-WAY LINE

GAS LINE

STORM SEWER

SANITARY SEWER

WATER

PHONE

ELECTRIC

FENCE

RETAINING WALL

UTILITY POLE

LIGHT POLE

TRACK

SB-XX

TP-X

MUST BE MAINTAINED FROM TOWER CENTERLINES.

PECO TRANSMISSION LINES MUST BE PROTECTED AT ALL TIMES. 37' CLEARANCE FOR CONSTRUCTION12.

OR BELOW GROUND. IN ALL SUCH LOCATIONS, HAND EXCAVATING METHODS SHALL BE USED.

OPERATION MAY CAUSE DAMAGE TO TREES, BUILDINGS, UTILITIES, OR OTHER EXISTING PROPERTY ABOVE

THE USE OF MECHANICAL EXCAVATION EQUIPMENT WILL NOT BE PERMITTED IN LOCATIONS WHERE ITS11.

OWN EXPENSE, SHALL PROVIDE TEMPORARY SERVICE UNTIL THE UTILITY IS REPAIRED AND OPERATIONAL.

REPAIRS AND REPLACEMENTS USING NEW MATERIALS OF THE SAME TYPE. THE CONTRACTOR, AT THEIR

IF THE CONTRACTOR DAMAGES ANY EXISTING UTILITY, THE CONTRACTOR SHALL PERFORM THE NECESSARY10.

SHOWN ON THE PLANS.

THE CONTRACTOR SHALL BE REQUIRED TO MAKE THE PROPOSED UTILITY SERVICE CONNECTIONS AS9.

APPROPRIATE UPPER DARBY DEPARTMENT, UTILITY COMPANY, AND SEPTA.

THE CONTRACTOR MUST COORDINATE ALL TESTING OF NEW UTILITY FACILITIES, IF REQUIRED, WITH THE8.

CONFIRM ALL ABANDONED UTILITIES WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO REMOVAL.

UTILITY COMPANIES FOR OWNERSHIP RIGHTS OF ALL ABANDONED UTILITIES AND UTILITIES TO BE REMOVED.

THE CONTRACTOR SHALL CONSULT WITH THE APPROPRIATE UPPER DARBY TOWNSHIP DEPARTMENTS AND7.

OF WAY MUST BE COORDINATED WITH PENNDOT.

ANY NEW ROADWAY INLET INSTALLATION OR EXISTING INLET MODIFICATION WITHIN THE PUBLIC RIGHT6.

SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY .

EXISTING FACILITIES OR STRUCTURES EITHER BEFORE OR DURING CONSTRUCTION, THE CONTRACTOR

DOCUMENTS FOR EXISTING CONDITIONS. IF THE CONTRACTOR FORESEES POTENTIAL CONFLICTS WITH

ALL PROPOSED WORK OUTLINED ON THE PLANS IS BASED ON THE LATEST AVAILABLE RECORD5.

NECESSARY OPENING PERMITS WITH UPPER DARBY TOWNSHIP AND PENNDOT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COMPLETING, AND FILING FOR THE4.

UTILITY COMPANY REPRESENTATIVES.

AND NEW CONNECTIONS WITH THE APPLICABLE SEPTA, UPPER DARBY TOWNSHIP DEPARTMENT, AND

THE CONTRACTOR SHALL COORDINATE ALL UTILITY SERVICE ABANDONMENTS, TEMPORARY SHUTDOWNS,3.

PERMITS FOR BOTH DISCONNECTION OF EXISTING UTILITIES AND THE INSTALLATION OF NEW UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COMPLETING, AND FILING ALL REQUIRED2.

NUMBERS HAVE BEEN ASSIGNED TO THIS PROJECT: 20161230725

WITH THE APPLICABLE UTILITY COMPANY'S CLEARANCE REQUIREMENTS. THE FOLLOWING SERIAL

THE CONTRACTOR SHALL ALSO IDENTIFY ALL OVERHEAD LINES, NOTIFY AND COMPLY

(ONE CALL #1-800-242-1776) AND COMPLY WITH THE PROVISIONS OF ACT 287-1974, AS AMENDED.

UNDERGROUND UTILITIES, THE CONTRACTOR MUST CONTACT THE PA "ONE CALL SYSTEM"

THREE WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION WORK IN THE VICINITY OF1.

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GENERAL SCOPE OF WORKGENERAL NOTES

REFERENCES FOR CONSTRUCTION

SEPTA STRUCTURAL ENGINEERING RIGHT-OF-WAY DESIGN AND CONSTRUCTION STANDARDSD.

PECO INC C.

PENNDOT OFFICIAL TRAFFIC CONTROL DEVICES, PUBLICATION 212B.

RC-39M STANDARD MANHOLES

RC-30M SUBSURFACE DRAINS

RC-26M CONCRETE PAVEMENT REHABILITATION

PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION, PUBLICATION 72M:A.

UTILITY COMPANIES.

SUCH AS UPPER DARBY TOWNSHIP, DELAWARE COUNTY, AND

CONSTRUCTION CONTRACTORS, AND ALL INTERESTED ENTITIES

MUST BE COORDINATED AND SCHEDULED WITH SEPTA, OTHER

ALL WORK PERFORMED UNDER THIS CONSTRUCTION CONTRACTB.

FINISH GRADING AND FINAL STABILIZATION5.

DEMOLISH EXISTING SUBSTATION4.

INSTALL AND CONNECT NEW SUBSTATION EQUIPMENT3.

MANHOLE, THEN UNDERNEATH TRACKS TO NEW SUBSTATION SITE

INSTALL UNDERGROUND CONDUIT FROM EXISTING MANHOLE TO PROPOSED2.

PREPARE NEW SUBSTATION SITE1.

THE GENERAL SEQUENCE OF CONSTRUCTION IS THE FOLLOWING:A.

CONSTRUCTION NOTES

TRACK MONITORING

SEE FN-001 FOR FENCING GENERAL NOTES.27.

SEE E-001 FOR ELECTRICAL WORK GENERAL NOTES.26.

THE NO TRESPASSING LIMITS.

THE TRACKS AND ALONG THE ACTIVE PARKING LOT TO DELINEATE THE CONSTRUCTION AREA AND

25. THE CONTRACTOR SHALL INSTALL RED CONSTRUCTION FENCING AROUND ALL WORK AREAS ALONG

DESIGN AND CONSTRUCTION STANDARDS", DIAGRAM 1S-51232.

FOR PROPER AND SAFE CONSTRUCTION PER SEPTA MANUAL "STRUCTURAL ENGINEERING RIGHT-OF-WAY

24. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, SHORING, AND UNDERPINNING AS REQUIRED

STANDPIPES LOCATED THROUGHOUT THE PROJECT LIMITS.

23. DO NOT INTERFERE WITH OR IN ANY WAY OBSTRUCT THE USE OF THE FIRE PROTECTION

OF TRAFFIC FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THE MAINTENANCE AND PROTECTION22.

PADEP'S LATEST EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL.

MAINTENANCE, AND REMOVAL OF ALL EROSION AND SEDIMENT POLLUTION CONTROLS AS REQUIRED BY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION, STABILIZATION,21.

POSING A HAZARD TO EITHER PEDESTRIAN OR VEHICULAR TRAFFIC.

DURING CONSTRUCTION. RUNOFF FROM FILTER BAGS MUST BE DIRECTED TO DRAINAGE FACILITIES WITHOUT

THE CONTRACTOR SHALL PUMP ALL WATER FROM EXCAVATIONS DIRECTLY TO SEDIMENT FILTER BAGS20.

DETERMINED BY THE PROJECT MANAGER.

DURATION OF CONSTRUCTION IN THOSE AREAS WHERE SEDIMENT RUNOFF POTENTIAL EXISTS AS

THE CONTRACTOR SHALL INSURE THAT INLETS ARE PROTECTED WITH INLET SEDIMENT FILTERS FOR THE19.

LATEST EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL.

CONSTRUCTION SITE FOR THE DURATION OF CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH PADEP'S

THE CONTRACTOR SHALL INSURE THAT ALL SEDIMENT IS CONTROLLED AND MAINTAINED WITHIN THE18.

THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS, DIMENSIONS, AND QUANTITIES IN THE FIELD.17.

APPROVED BY THE SEPTA PROJECT MANAGER.

ALL SIGNS NOT IN USE DURING CONSTRUCTION SHALL BE COVERED BY AN ACCEPTABLE METHOD AS16.

THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS FOR THE WORK OF THIS CONTRACT.15.

AND ALL APPLICABLE PA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL PLAN14.

ACCORDANCE WITH SECTION 02160 - EXCAVATION SUPPORT AND PROTECTION.

REQUIRED FOR PROPER AND SAFE CONSTRUCTION. EXCAVATION SUPPORT SHALL BY IN

THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, SHORING, AND UNDERPINNING AS13.

AVAILABLE FOR CONSTRUCTION.

HERSELF THE EXISTING SITE CONDITIONS, ACCESS TO THE SITE, STORAGE AND CLEARANCES

THE CONTRACTOR MUST VISIT THE SITE PRIOR TO BIDDING AND ASCERTAIN FOR HIM OR12.

REGULATIONS OF ALL LOCAL, STATE, FEDERAL AND OTHER PUBLIC AUTHORITIES.

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND11.

CATCHES AND RISERS AT THE SITE.

THE CONTRACTOR SHALL REMOVE DEBRIS AND CLEAN OUT ALL CATCH BASIN DRAINS, 10.

MATERIALS ARE PREVENTED FROM ENTERING THE STORM SEWERS.

THE CONTRACTOR SHALL ENSURE THAT POLLUTANTS FROM EQUIPMENT AND CONSTRUCTION9.

DELAWARE COUNTY CONSERVATION DISTRICT STANDARD, SPECIFICATION 2270.

THE CONSTRUCTION PERIOD IN ACCORDANCE WITH APPROVED PERMITS, PENNSYLVANIA DEP,

THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT8.

DISPLACEMENT.

AND DISPLACEMENT MONITORING PLAN IN ACCORDANCE WITH SECTION 02221-VIBRATION AND

APPROVAL 28 DAYS PRIOR TO START OF OPERATIONS. THE SSWP SHALL INCLUDE A VIBRATION

PROGRESSIVE SCHEDULE OF WORK TO BE PERFORMED, LABOR AND EQUIPMENT TO BE USED FOR

THE CONTRACTOR SHALL SUBMIT TO SEPTA A SITE SPECIFIC WORK PLAN (SSWP) DETAILING7.

IN ACCORDANCE WITH SEPTA SPECIFICATION 01060.

COORDINATE, LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES6.

FULLY PROTECT THE UTILITY AND SERVICE.

GUARANTEED. THE CONTRACTOR SHALL VERIFY THE INFORMATION AND SHALL TAKE ALL PRECAUTIONS TO

THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CORRECTNESS OF THE INFORMATION IS NOT

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AND ARE FOR5.

ALL ABOVE GROUND AND SUBSURFACE STRUCTURES ARE SHOWN.

AND SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS, NOR DOES SEPTA GUARANTEE THAT

SEPTA DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS OF THE EXISTING ABOVE GROUND4.

THE VERTICAL DATUM FOR THIS PLAN IS BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) 883.

(SOUTH ZONE), NORTH AMERICAN DATUM (NAD) 83.

THE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM2.

OF ENVIRONMENTAL PROTECTION, AND OSHA REQUIREMENTS.

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SEPTA SPECIFICATIONS, PA DEPARTMENT1.

TRENCHLESS INSTALLATION NOTESFORCES AT CONTRACTOR'S EXPENSE.

CONSTRUCTION ACTIVITIES SHALL BE CORRECTED SOLELY BY SEPTA

DEFICIENCIES IN TRACK SURFACE AND ALIGNMENT CAUSE BY

TRACK MAINTENANCE:

THE SITE AND APPROVED.

UNTIL THE DESIGNATED SEPTA PROJECT MANAGER HAS INSPECTED

THE DESIGNATED SEPTA PROJECT MANAGER. WORK MAY NOT RESUME

IMMEDIATELY AND THE CONTRACTOR'S SHALL IMMEDIATELY NOTIFY

CLASS OF TRACK INVOLVED, THEN ALL WORK SHALL CEASE

LIMITS AS SPECIFIED IN SEPTA'S MW-1000 FOR THE PARTICULAR

HORIZONTALLY BY MORE THAN ONE HALF OF THE SEPTA MAINTENANCE

IF TRACK IS FOUND TO HAVE MOVED EITHER VERTICALLY OR

ALLOWABLE DEVIATION:

TIME MONITORING OCCURS.

PREVIOUS MEASUREMENTS. ALL POINTS SHALL BE MEASURED EACH

MEASUREMENTS RECORDED, AND THE NUMBERS COMPARED WITH THE

EVERY SHIFT OR WORK. POINTS SHALL BE MEASURED, THE

MONITORING SHALL BE PERFORMED AT THE BEGINNING AND END OF

MONITORING:

MONITORING POINTS SHALL BE ESTABLISHED PER SECTION 02221.

MEASUREMENT ACCURACY:

COULD BE AFFECTED.

BE AFFECTED, POINTS SHALL BE ESTABLISHED ON EACH TRACK THAT

PERPENDICULAR TO THE CASING. WHERE MORE THAN ONE TRACK MAY

10 FEET ALONG THE TRACK 50 FEET IN EACH DIRECTION

TRACK. POINTS SHALL CONTINUE TO BE PLACED AT INTERVALS OF

BEGINNING AT THE POINT WHERE THE WORK IS CLOSEST TO THE

REFERENCE POINTS SHALL BE ESTABLISHED ALONG THE TRACK

POINT LOCATIONS:

SHALL BE MARKED WITH PAINT.

SURVEYOR'S MARKER; ON CONCRETE OR STEEL TIES THE POINT

TIES, THE POINT SHALL BE MARKED WITH A PK NAIL OR SIMILAR

THE TIE FOR HORIZONTAL AND VERTICAL MEASUREMENTS. IN WOOD

AND USED FOR VERTICAL MEASUREMENTS, AND A SURVEY PRISM ON

MARKED WITH PAINT OR CRAYON ON THE FIELD SIDE OF THE RAIL

EACH LOCATION SHALL INCLUDE A POINT ON THE TOP OF RAIL

POINTS:

TRAINED IN ROADWAY WORKER PROTECTION.

MONITORING ARE CLASSIFIED AS ROADWAY WORKERS AND MUST BE

QUALIFIED RAILROAD PERSONNEL. PEOPLE PERFORMING TRACK

RAIL) MUST ONLY BE PERFORMED UNDER THE DIRECTION OF

ALL WORK CLOSE ENOUGH TO FOUL A TRACK (WITHIN 10 FEET OF

SAFETY:

WITH SECTION 02221 - VIBRATION AND DISPLACEMENT MONITORING.

AND A HALF HORIZONTALLY. MONITORING SHALL BE IN ACCORDANCE

END OF THE TIE BOTTOM ONE UNIT VERTICALLY FOR EVERY UNIT

FROM A POINT ONE FOOT HORIZONTALLY AWAY FROM THE OUTSIDE

BE ESTABLISHED ALONG THE TRACK. THE INFLUENCE LINE DESCENDS

THE INFLUENCE LINE OF A TRACK, THEN MONITORING POINTS SHALL

THE TRACK IS OCCURRING WITHIN 50 FEET OF A TRACK, OR WITHIN

IF ANY WORK THAT COULD POTENTIALLY AFFECT THE STABILITY OF

SCOPE:

OWN EXPENSE IF DEEMED NECESSARY.

ADEQUACY AND APPLICABILITY AND PERFORM ADDITIONAL INVESTIGATION AT THEIR

THE CONTRACTOR SHALL INTERPRET THE AVAILABLE GEOTECHNICAL DATA FOR 4.

PROTECTED AS DIRECTED BY THE ENGINEER.

SHALL BE LIGHTED (FLASHING WARNING LIGHTS NOT PERMITTED) AND OTHERWISE

DURING CONSTRUCTION, THE COFFERDAM-LAUNCHING/RECEIVING SHAFTS/PITS 3.

FINAL GRADE AND LEFT IN PLACE.

CENTERLINE OF ADJACENT TRACK MUST BE CUT OFF A MINIMUM OF 60 INCHES BEFORE

BACKFILLING, ALL SHEET PILING THAT IS NOT REMOVED WITHIN TEN FEET OF

MUST BE USED TO PROTECT THE TRACK STABILITY. AFTER CONSTRUCTION AND

INFLUENCE LINE, INTERLOCKING STEEL SHEET PILING DRIVEN PRIOR TO EXCAVATION

WHERE THE BOTTOM OF THE PIT EXCAVATION INTERCEDES THE TRACK LIVE LOAD 2.

OBTAINED.

ENGINEER FOR APPROVAL. NO WORK SHALL PROCEED UNTIL SUCH APPROVAL IS

TRANSIT FIGURE 15-1. DESIGN PLAN COMPUTATIONS SHALL BE SUBMITTED TO THE

ACCORDANCE WITH THE SEPTA SHORING REQUIREMENTS FOR RAILROAD AND RAIL

LATERAL FORCES CAUSED BY THE EARTH, RAILROAD AND OTHER SURCHARGE LOADS IN

COMMONWEALTH OF PENNSYLVANIA. THE SHEET SHALL BE DESIGNED TO SUPPORT ALL

SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE

THE COFFERDAM-LAUNCHING/RECEIVING SHAFTS/PITS AS WELL AS THE BACKSTOP 1.

EACH OF THE ROCK SOCKETS.

OF CAISSON DRILLING TO DETERMINE AND DOCUMENT THE TOP OF ROCK IN

LICENSED IN THE COMMONWEALTH OF PENNSYLVANIA ON SITE AT THE TIME

THE CONTRACTOR SHALL PROVIDE A PROFESSIONAL ENGINEER OR GEOLOGIST2.

FOOTINGS CONFIRMED BY SURVEY PRIOR TO PLACING ANY CONCRETE.

COORDINATE WITH SEPTA TO HAVE FINAL LOCATION AND ELEVATION OF THE1.

WALL CONSTRUCTION:B.

PRESENCE OF SEPTA INSPECTOR.

THESE TRENCHES AND COMPACT IMMEDIATELY. THIS WORK MUST BE DONE IN

PRESENCE OF ANY UNDERGROUND INSTALLATION BEFORE PROCEEDING. BACKFILL

HAND DIG OR VACUUM EXCAVATE EXPLORATORY TRENCHES TO DETERMINE THE 2.

MONITORING OF THE TRACKS DURING ERECTION AND DEWATERING.

WITHIN SEPTA RIGHT-OF-WAY. THIS PLAN WILL INCLUDE PROVISIONS FOR

TO SEPTA FOR APPROVAL WITH THE SSWP, PRIOR TO ANY EXCAVATION OR CONSTRUCTION

THE CONTRACTOR SHALL DEVELOP A TRACK PROTECTION PLAN AND SUBMIT1.

EXCAVATION AND BACKFILL:A.

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7/15/2016

NOTESLEGEND

TO REMAIN

FENCE ON NORTH SIDE

SUBSTATION

SOUTH SIDES OF

ALONG EAST, WEST, AND

REMOVE EXISTING FENCE

TO REMAIN

CONCRETE SLAB

PROTUBERANCES

AND REMOVE ALL

ALL DEBRIS FROM SLAB

SUBSTATION EQUIPMENT. CLEAN

DEMOLISH EXISTING

PIPING

AND ASSOCIATED

STORAGE TANK,

UNDERGROUND

CONTAINER,

REMOVE CONEX

DEMOLITION LIMITS

AND SAWCUT PAVEMENT WITHIN THE

DEMOLISH EXISTING CURB

SUBSTATION DEMOLITION

UNDERGROUND UTILITY REMOVAL

LIMIT OF DEMOLITION

OF THE "THIRD RAIL".

1 SPECIFICATIONS MUST BE FOLLOWED WHILE WORKING WITHIN 10'

THE "THIRD RAIL" OF THE SEPTA TRACKS IS ENERGIZED. DIVISION

RIGHT-OF-WAY IS RESTRICTED TO AUTHORIZED PERSONNEL ONLY.

CONSTRUCTION SITE. ALL ACCESS TO MARKET-FRANKFORD LINE

CONTRACTOR MUST HAVE TEMPORARY FENCING AROUND ACTIVE

DEMOLITION.

GENERATOR WITH DAY TANK MUST OCCURE PRIOR TO SUBSTATION

REMOVAL OF TRANSFORMER, LOW VOLTAGE HARDWARE, AND EXISTING

THE EXISTING MANHOLE BEFORE THE GENERATOR IS REMOVED.

ALL EXISTING WIRING MUST BE DISCONNECTED AND PULLED BACK TO

SEE SUBSTATION SITE PLAN E-002 FOR SUBSTATION AREA WORK.

(SEE E-002)

IS IN SERVICE

ONCE NEW SUBSTATION

REMOVE EXISTING POLES

(SEE E-002)

IS IN SERVICE

ONCE NEW SUBSTATION

REMOVE EXISTING POLES

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ENGINEER

PE079050

CHRISTOPHER DEATS

CONC CHANNEL

CONC CHANNEL

SWL

TMHRIM 109.89'

AREA

WO

ODED

OF TRACKEASTERN RAIL

60"R

CP

S

CO

CO

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

P

P

P

P

PP

P

P

W

WW

W

W

S

D

E

E

S

E

WEST CHESTER PIKE SR 0003

DOC

K

CO

NC

BOOTH

PODTR

AILER

CURB

CONC

CONC CURB

CONC CURB

CONC WALK

CONC WALK

WALK

BRICK

CONC WALK

GRASS

GRASS

GRASS

GRASS

CONC

BIT

CONC WALK

SEPTA TR

AC

KS

RA

MP

CO

NC

PECO 60916

PECO 27253

PECO 80168

ELEC

W/UG

NO#

ELEC

NO#W/UG

RIM 110.65'

RIM 113.55'

MH

PECO

RIM 96.67'

BUS STOP SHELTER

SUBSTA

TION

GRASS

CONC

7"PINE8"DECIDUOUS

PIN

E

12"

PEAR

15"

PEAR

15"

PEAR

15"

10" PEAR

PEAR

18"

PEAR

15"

PEAR

15"

18"PEAR

15"PEAR

18"PEAR

5"MAPLE

AREA

LAN

DSC

APED

CONC

TMH

RIM 116.76'

PECO MH

EMH

WALK

CONC

CONC RAMP

CONC RAMP

RAMP

BIT

CO

NC

WA

LK

SHRUB

CO

NC C

URB

BUILDING FACE

ATTACHED TO

EQUIPMENT

TMH

RIM 102.90'

TMH

RIM 110.22'

CH

AT

HA

M

RD

METER (TYP)

PARKING

NO#

METER (TYP)

PARKING

DY

L

CAP(S)

FUEL FILL

COMPACTOR

TRASH

WV

WVCONC WALK

BRICK WALK

BUILDING(S)

MULTI STORY

CONC WALK

CURB

DEPRESSED

BIT

DYL

SWL

SWL

SWL

BWL

SWL

BWL

SWL

TMH(S)

RIM 112.99'RIM 113.27'

TMH(S)

RIM 113.74'

BWL

DYL

CURB

CONC

CURB

CONC

CURB

CONC

CURB

CONC

WV

WV

WV

CURB

CONC

METER (TYP)

PARKING

WALK

CONC

W/BUS SHELTER

CONC PAD

WALK

CONC

METER (TYP)

PARKING

WALK

CONC

DEPRESSED CURB

WV

METAL COLUMN

GV

METAL COLUMN

BIT

BIT

BIT

BIT

GRASS

BLOCK BUILDING

1 STORY CONC

BRICK WALK

GRASS

GRASS

CURB

DEPRESSED

RAMP

CONC RAMP

CONC CONC RAMP

CONC RAMP

BIT

BIT

WALK

CONC

NO#

(TYP)

LP

(TYP)

LP

(TYP)

LP

LP (TYP)

5"DECIDUOUS

DECIDUOUS

6"

SYL

5"DECIDUOUS(S)*

MH

MW

MW

RIM 95.8

0'

CO

NC

MH C

AP

FILL

FUEL

MW

MW

MH

BOLTE

D SH

UT

RIM 95.8

3'

BIT

BIT

CO

NC C

URB

CO

NC C

URB

META

L P

OST

GR

ASS

CO

NC C

URB

STE

EL

PLA

TFOR

M

CO

NC P

AD

W/R

AIS

ED

CO

NC P

AD

W/LP #2

MH

RAILROAD TRACK

BRIC

K B

UILD

ING

AREA

WOODED

CONC CHANNEL

GG

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

THIRD RAIL

THIRD RAIL

THIRD RAIL

THIRD RAIL

THIRD RAIL 85

85

90

90

90

90

90

90

95

95

95

95

95

95

95

G

100

100

100

100

100

100

100

105

105

105

105

105

105

110

110

110

115

115

95

98

99

100

100

105105

108

CMD

AS NOTED

2

DE

LA

WA

RE C

OU

NT

Y,

PE

NN

SY

LV

ANIA

69T

H S

TR

EE

T T

RA

NS

PO

RT

ATIO

N C

EN

TE

R

CIVIL D

ET

AIL

S

C-101

5

CIV

IL

22

3

PH

AS

E 1 C

ON

ST

RU

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N

SU

BS

TA

TIO

N

N.T.S.

ASPHALT PAVEMENT DETAIL

ON-SITE & TRENCH REPAIR

CLTRACK

N.T.S.

48" STEEL SLEEVE (TYP)

WALL TO ENHANCE SLIDING ACTION.

.094X45° ON BOTH SIDES OF EACH BORE SPACER

THE GROUTING OPERATION. SLOT IS CHAMFERED

ANGULAR POSITION DURING INSTALLATION AND

SPACERS AND CONDUITS IN THE CORRECT

THIS SLOT & "L" ANGLE HOLD THE BORE"L" ANGLE TO CASING ID.

IN THE CASING AS SHOWN. TACK WELD

SMOOTH FORMING A CONTINUOUS RAIL

FIELD WELDED TOGETHER AND GROUND

LENGTHS OF "L" ANGLE SHOULD BE

3X3X.25 THICK STEEL "L" ANGLE.

D

D

UNDISTURBED SOIL

AHR

7/15/2016

CABLE MARKERCABLE MARKER

BALLASTTIERAIL

SPACER AND GROUTING DETAILS

SEE ELECTRICAL DRAWINGS FOR BORE

DRAWINGS)

SPACER (SEE ELECTRICAL

COMPLEMENT BORE

DOUBLE WALL, FULL

RECEIVING PIT

EXISTING GROUND EXISTING RETAINING WALL

UNDISTURBED GROUNDUNDISTURBED GROUND

EXISTING GROUND

(CABLE UNDER TRACKS)

SECTION D-D

PER SPECIFICATION SECTION 02520.

MILLION ESALS, 9.5 MM, 2.0" DEPTH, SRL-M

WEARING COURSE, PG 64-22, 0.3 TO < 3

SUPERPAVE ASPHALT MIXTURE DESIGN,

4.5" BASE COURSE PER SPECIFICATION SECTION 02520

SPECIFICATION SECTION 02520

6" CRUSHED AGGREGATE SUBBASE PER

CLTRACKRAIL

CLTRACK

TIERAIL

1%

= 79.0APPROXIMATE ELEVATION

= 80.0APPROXIMATE ELEVATION

APPROX. 12"

APPROX. 12"

4' MIN.

JACKING PIT

RETAINING WALLEXISTING

STABILITY OF STRUCTURAL

MAINTAIN RESPONSIBLE TO

CONTRACTOR

SUBBALLAST

6' MIN.

PROPERTIES

SECTION 02300 FOR

48" STEEL SLEEVE SEE

CONTRACTOR SHALL FIELD VERIFY AND MAINTAIN MINIMUM DIMENSIONS.8.

FROM CENTERLINE OF OUTSIDE TRACK.

CASING PIPE SHALL EXTEND A MINIMUM OF 25 FEET HORIZONTALLY 7.

AND GROUT (SEE ELECTRICAL PLANS FOR DETAILS).

CONTRACTOR TO INSTALL BORE SPACERS, CONDUIT, CABLE,6.

TO RECEIVING PIT.

STEEL SLEEVE CASING PIPE TO EXTEND AT A MINIMUM FROM JACKING PIT 5.

02300 FOR PROPERTIES.

CONTRACTOR TO INSTALL 48" STEEL SLEEVE UNDER TRACKS. SEE SECTION4.

AND TRUE.

THE BORE SPACER SHALL BE DESIGNED FOR A CASING THAT IS STRAIGHT 3.

PROJECTIONS AND SEAMS THAT MIGHT IMPEDE THE ROLLING OF WHEELS.

THE CASING ID MUST BE SMOOTH AND FREE FROM RIDGES, 2.

PITS MUST BE APPROVED BY SEPTA PROJECT MANAGER.

RECEIVING PITS IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. LOCATIONS

CONTRACTOR TO DETERMINE FINAL SIZE AND LOCATION OF LAUNCHING AND1.

CABLE UNDER TRACKS NOTES

INSTALLATION.

OF THE WALL WILL BE DISMANTLED PRIOR TO PIPE

RECEIVING PITS TO DETERMINE WHETHER A PORTION

PRIOR TO CONSTRUCTION OF THE LAUNCHING AND

THE CONTRACTOR SHALL VERTICALLY CORE THE WALL

BOTTOM OF RETAINING WALL LIMITS UNKNOWN.

LONGITUDINAL PROFILE FOR CABLE UNDER TRACKS

STATION 0+27APPROXIMATE

STATION 1+28APPROXIMATE

MIN. CLEARANCE5 FEET

THIRD RAIL THIRD RAILTHIRD RAIL

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PE079050

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N


AHR

CMD

AS NOTED

DE

LA

WA

RE C

OU

NT

Y,

PE

NN

SY

LV

ANIA

69T

H S

TR

EE

T T

RA

NS

PO

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EN

TE

R

3

CIVIL SIT

E P

LA

N

C-102

6

CIV

IL

22

3

PH

AS

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ON

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ACTIVITIES

ALL EXCAVATION

60" RCP DURING

PROTECT EXISTING

LIGHT POLE AS DIRECTED

RELOCATE EXISTING

OF SUBSTATION FENCE.

DIMENSIONS AND DETAILS

SEE FENCING PLANS FOR

7/15/2016

STABILITY OF EXISTING WALL

PROTECT AND MAINTAIN

LEGEND

CONDUIT

SAWCUT

JACK/BORE PIT

1+00

1+00

1+00

1+00

1+00

TEST PIT LOCATION

BORING LOCATION

SB-22

SB-1

TP-1

SB-4

SB-2

SB-5

SB-7A

SB-7

SB-8SB-3A

SB-3

SB-6

SB-9SB-9

SB-12

SB-15

SB-18

SB-14

SB-13

TP-2SB-10

SB-23A

SB-24

STP-2

SB-16

SB-20

STP-1

SB-21A

SB-21

STP-6

STP-9

STP-8

STP-5

STP-3SB-19

STP-7

SB-17

STP-4

TO JACKING PIT

FROM RECEVING PIT

CASING TO EXTEND

SEPTA PM.

COORDINATE WORK WITH

LIGHT POLE AS REQUIRED.

RE-INSTALL EXISTING

REMOVE, STORE AND

WITH ROAD CLOSED SIGNAGETEMPORARY TRAFFIC BARRIER

WITH ROAD CLOSED SIGNAGETEMPORARY TRAFFIC BARRIER

TRAFFIC CONTROL GUIDELINES.

SIGNS PER PENNDOT PUBLICATION 213 - TEMPORARY

SECTION 01570. PROVIDE TEMPORARY TRAFFIC CONTROL

AND PEDESTRIANS TO BE PROVIDED PER SPECIFICATION

MAINTENANCE AND PROTECTION OF VEHICLES, PASSENGERS,5.

02300 FOR PROPERTIES.

CONTRACTOR TO INSTALL 48" STEEL SLEEVE. SEE SECTION4.

WALLS, AND LIGHT POLES.

INCLUDING BUT NOT LIMITED TO STORM PIPES, RETAINING

NEAR EXCAVATION FOR JACKING AND BORING OPERATION

CONTRACTOR TO PROTECT EXISTING FEATURES3.

TRACK WITHOUT THE APPROVAL OF THE SEPTA PM.

WITHIN A MINIMUM OF 25 FEET FROM CENTERLINE OF

RECEIVING AND JACKING PITS MUST NOT ENCROACH 2.

LOCATIONS OF LAUNCHING AND RECEIVING PITS.

CONTRACTOR TO DETERMINE FINAL SIZE AND1.

NOTES:

ON T-WALL

MONTORING PLATE

INSTALL TILTMETER

ON CONCRETE WALL

MONITORING PLATE

INSTALL TILTMETER

PERPENDICULAR TO THE ALIGNMENT

EACH TRACK IN BOTH DIRECTIONS

SECTION 02221 EVERY 10' ON

PRISMS IN ACCORDANCE WITH

INSTALL SURVEY MONTORINGRECEIVING PITS

LAUNCHING AND

LOCATION OF

SIZE AND

DETERMINE FINAL

CONTRACTOR TO

NEW SERVICE CONDUCTORS

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ENGINEER

PE079050

CHRISTOPHER DEATS

95

98

99

100

100

105105

108

MH

CONC CHANNEL

CONC CHANNEL

SWL

TMHRIM 109.89'

AREA

WO

ODED


60"R

CP

S

CO

CO

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

P

P

P

P

PP

P

P

W

WW

W

W

S

D

E

E

S

E


DOC

K

CO

NC

BOOTH

PODTR

AILER

CURB

CONC

CONC CURB

CONC CURB

CONC WALK

CONC WALK

WALK

BRICK

CONC WALK

GRASS

GRASS

GRASS

GRASS

CONC

BIT

CONC WALK

SEPTA TR

AC

KS

RA

MP

CO

NC

PECO 60916

PECO 27253

PECO 80168

ELEC

W/UG

NO#

ELEC

NO#W/UG

RIM 110.65'

RIM 113.55'

MH

PECO

RIM 96.67'

BUS STOP SHELTER

SUBSTA

TION

GRASS

CONC

7"PINE8"DECIDUOUS

PIN

E

12"

PEAR

15"

PEAR

15"

PEAR

15"

10" PEAR

PEAR

18"

PEAR

15"

PEAR

15"

18"PEAR

15"PEAR

18"PEAR

5"MAPLE

AREA

LAN

DSC

APED

CONC

TMH

RIM 116.76'

PECO MH

EMH

WALK

CONC

CONC RAMP

CONC RAMP

RAMP

BIT

CO

NC

WA

LK

SHRUB

CO

NC C

URB

BUILDING FACE

ATTACHED TO

EQUIPMENT

TMH

RIM 102.90'

TMH

RIM 110.22'

CH

AT

HA

M

RD

METER (TYP)

PARKING

NO#

METER (TYP)

PARKING

DY

L

CAP(S)

FUEL FILL

COMPACTOR

TRASH

WV

WVCONC WALK

BRICK WALK

BUILDING(S)

MULTI STORY

CONC WALK

CURB

DEPRESSED

BIT

DYL

SWL

SWL

SWL

BWL

SWL

BWL

SWL

TMH(S)

RIM 112.99'RIM 113.27'

TMH(S)

RIM 113.74'

BWL

DYL

CURB

CONC

CURB

CONC

CURB

CONC

CURB

CONC

WV

WV

WV

CURB

CONC

METER (TYP)

PARKING

WALK

CONC

W/BUS SHELTER

CONC PAD

WALK

CONC

METER (TYP)

PARKING

WALK

CONC

DEPRESSED CURB

WV

METAL COLUMN

GV

METAL COLUMN

BIT

BIT

BIT

BIT

GRASS

BLOCK BUILDING

1 STORY CONC

BRICK WALK

GRASS

GRASS

CURB

DEPRESSED

RAMP

CONC RAMP

CONC CONC RAMP

CONC RAMP

BIT

BIT

WALK

CONC

NO#

(TYP)

LP

(TYP)

LP

(TYP)

LP

LP (TYP)

5"DECIDUOUS

DECIDUOUS

6"

SYL

5"DECIDUOUS(S)*

MH

MW

MW

RIM 95.8

0'

CO

NC

MH C

AP

FILL

FUEL

MW

MW

MH

BOLTE

D SH

UT

RIM 95.8

3'

BIT

BIT

CO

NC C

URB

CO

NC C

URB

META

L P

OST

GR

ASS

CO

NC C

URB

STE

EL

PLA

TFOR

M

CO

NC P

AD

W/R

AIS

ED

CO

NC P

AD

W/LP #2

MH

RAILROAD TRACK

BRIC

K B

UILD

ING

AREA

WOODED

CONC CHANNEL

GG

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

THIRD RAIL

THIRD RAIL

THIRD RAIL

THIRD RAIL

THIRD RAIL 85

85

90

90

90

90

90

90

95

95

95

95

95

95

95

G

100

100

100

100

100

100

100

105

105

105

105

105

105

110

110

110

115

115

10+00

11+00

12+00

13+00

14+00

15+00

AHR

CMD

AS NOTED

DE

LA

WA

RE C

OU

NT

Y,

PE

NN

SY

LV

ANIA

69T

H S

TR

EE

T T

RA

NS

PO

RT

ATIO

N C

EN

TE

R

E&

S N

OT

ES

1 3

PH

AS

E 1 C

ON

ST

RU

CTIO

N

ES-100

7

SU

BS

TA

TIO

N

CIV

IL

22

7/15/2016

SHEET NUMBER

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COMPUTER FILE NO.:

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PROFESSIONAL

ENGINEER

PE079050

CHRISTOPHER DEATS

COUNTY CONSERVATION DISTRICT

°

CONTACT: EDWARD M. MAGARGEE

PHONE: 610-892-9484

1521 N. PROVIDENCE ROAD MEDIA, PA 19063

DELAWARE COUNTY CONSERVATION DISTRICT °

°

°

°

°

°

°

°

°

°

°

°

°

°

OF FILL" DOCUMENT # 258-2182-773.

DEPARTMENT OF ENVIRONMENTAL PROTECTION'S POLICY "MANAGEMENT

ALL FILL MATERIAL MUST BE USED IN ACCORDANCE WITH THE

THE DELAWARE CONSERVATION DISTRICT.

THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM

AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN,

SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY

BEFORE INITIATING ANY REVISIONS TO THE APPROVED EROSION AND

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE

SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES

DISCHARGING OVER NON-DISTURBED AREAS.

SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG

ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A

DESCRIBED IN EACH STAGE.

CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS

SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED.

ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION. EACH STAGE

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN

IMPLEMENTED.

SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY

THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND

BMP'S.

DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE

BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE

EROSION AND SEDIMENT BMP'S (BEST MANAGEMENT PRACTICES) MUST

RESOURCES, CHAPTER 102, EROSION CONTROL.

C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER

25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART

APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE

THE OPERATOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF

MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN

ANY EARTH DISTURBANCE.

LIMITS OF DISTURBANCE MUST BE MARKED IN THE FIELD PRIOR TO

THE CHAPTER 93 CLASSIFICATION IS WARMWATER FISHERY (WWF).

THE PROJECT'S RECEIVING WATERCOURSE IS COBB'S CREEK, AND

FOR BURIED UTILITIES LOCATIONS.

PENNSYLVANIA ONE CALL SYSTEM INCORPORATED AT 1-800-242-1776

CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE

BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL

DISTRICT TO AN ON-SITE MEETING. ALSO, AT LEAST 3 DAYS

CONTROL PLAN PREPARER, AND THE DELAWARE CONSERVATION

APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT

INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL

ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS

AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE

°

°

°

°

°

°

°

or Chewings Fescue

6.00.15859830Creeping Red Fescue

arundinacea var. Kentucky 31)

15.0 0.15859870Tall Fescue (Festuca

21.0 TotalFormula D

SEED

LB/1000 YD2WEED WEIGHT PURITY GERMINATION

SEEDING RATEMAX % MINIMUM %% BY

SEEDING TABLE

FILTER SOCK REPLACEMENT DUE TO WEATHERING.

MANUFACTURER'S RECOMMENDATIONS RELATIVE TO REQUIRED COMPOST

SOCK. REPLACE ALL UNDERCUTTING OR ERODED AREAS. FOLLOW

REACHES HALF THE ABOVE GROUND HEIGHT OF THE COMPOST FILTER

FILTER SOCK. REMOVE DEPOSITS WHEN SEDIMENT ACCUMULATION

AS NECESSARY TO MAINTAIN FUNCTIONALITY OF THE COMPOST

COMPOST DIVERSION FILTER SOCK: REMOVE ACCUMULATED SEDIMENT

PROMPTLY IN ACCORDANCE WITH CURRENT RECOMMENDATIONS.

SLOPES: PROPERLY REPAIR SLIDES, SLUMPS, AND ERODED AREAS

STORAGE AREAS: ALL WASTE MATERIAL TO BE REMOVED OFFSITE.

CONSTRUCTION SITE.

PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE

END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON

TO MAINTAIN A STOCKPILE OFFSITE FOR THIS PURPOSE. AT THE

DIMENSIONS BY ADDING ROCK. THE CONTRACTOR IS RESPONSIBLE

THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED

ROCK CONSTRUCTION ENTRANCE: ROCK CONSTRUCTION ENTRANCE

ACCORDANCE WITH CURRENT RECOMMENDATIONS.

THE SOIL SURFACE, LIME, FERTILIZE, AND OVERSEED IN

IF VEGETATION COVER IS MORE THAN 40% BUT LESS THAN 70% OF

ACCORDANCE WITH CURRENT RECOMMENDATION FOR NEW SEEDINGS.

THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND SEED IN

REPLANTING AND OVERSEEDING: IF VEGETATION COVER IS LESS

INFILTRATION.

CLOGGED FILTER STONE. RAKE PERIODICALLY TO INCREASE

SEDIMENT IMMEDIATELY FROM TRAVELED ROADWAYS. REPLACE

AND DISPOSE OF SEDIMENT IN AN APPROVED MANNER. REMOVE

REACHES ONE HALF THE HEIGHT OF THE FILTER OR BLOCKS. REMOVE

AFTER EACH RUNOFF EVENT. REMOVE SEDIMENT WHEN MATERIAL

INLET SEDIMENT FILTERS: INSPECT AND REPAIR INLET FILTERS

FOR.

REPLACE, REINSTALL AND/OR CLEAN ALL E&SPC DEVICES CALLED

(E&SPCP). THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN,

THE APPROVED EROSION & SEDIMENT POLLUTION CONTROL PLAN

RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS OUTLINED WITHIN

DURING THE LIFE OF THE CONTRACT, THE CONTRACTOR WILL BE

OR PLACED IN TOPSOIL STOCKPILES.

FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED,

LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS,

SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN

BE REQUIRED.

REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE INSTALLED WILL

SEDIMENT CONTROL BMP'S FAIL TO PERFORM AS EXPECTED,

RENETTING, MUST BE PERFORMED IMMEDIATELY, IF EROSION AND

REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND

AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR,

EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE

INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMP'S AFTER

BMP'S MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT

EROSION AND SEDIMENT POLLUTION CONTROL MAINTENANCE PROGRAM

DAMAGED DURING CONSTRUCTION.

IMMEDIATELY REPLACE OR REPAIR ANY SECTIONS WHICH ARE

NECESSARY TO MAINTAIN GUTTER FLOW ALONG THE CURB.

TEMPORARY BITUMINOUS CURB: REMOVE ACCUMULATED SEDIMENT AS

ORIGINAL TREATMENT, UNLESS DIRECTED OTHERWISE.

AREAS AND REINSTALL PROTECTION MATERIAL AS SPECIFIED FOR

OCCURS AFTER INSTALLATION OF WORK, REDRESS AFFECTED SOIL

A PROTECTED SLOPE, SWALE, OR OTHER SOIL SURFACE FAILURE

EROSION CONTROL SYSTEM UNTIL ENTIRE PROJECT IS ACCEPTED. IF

EROSION CONTROL MATTING: PROPERLY MAINTAIN DESIGNATED

PURPOSE. DISPOSE OF ALL SEDIMENT IN AN APPROVED MANNER.

EXTRA FILTER BAGS MUST BE MAINTAINED ONSITE FOR THIS

REACHES ½MAXIMUM CAPACITY, OR IF BAG IS RIPPED OR TORN.

SEDIMENT FILTER BAGS: REPLACE FILTER BAG ONCE SEDIMENT

VIOLATION.

$25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH

UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO

LAW PROVIDES FOR UP TO $100,000 PER DAY IN CIVIL PENALTIES,

THE CLEAN STREAMS LAW OF PENNSYLVANIA. THE CLEAN STREAMS

OF ENVIRONMENTAL PROTECTION AS DEFINED IN SECTION 602 OF

PENALTIES BEING INSTITUTED BY THE PENNSYLVANIA DEPARTMENT

MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL

IMMEDIATELY RESOLVE FAILURES OF SEDIMENT CONTROL FACILITIES

CONSTRUCTION SITE OR FAILURE TO TAKE CORRECTIVE ACTIONS TO

FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING THE

FAILURE TO CORRECTLY INSTALL SEDIMENT CONTROL FACILITIES OR

BE STABILIZED IMMEDIATELY.

E&SPCP. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST

POLLUTION CONTROLS MUST BE REMOVED IN ACCORDANCE WITH THE

CONSERVATION DISTRICT, TEMPORARY EROSION AND SEDIMENT

OF THE STABILIZED AREA. UPON APPROVAL BY THE COUNTY

THE DELAWARE COUNTY CONSERVATION DISTRICT FOR AN INSPECTION

AFTER PERMANENT STABILIZATION HAS BEEN ACHIEVED, CONTACT

SLIDING AND OTHER MOVEMENTS.

EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST

WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE

VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER

STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL

AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL

BE PERFORMED IMMEDIATELY.

REPAIR, REPLACEMENT, REGRADING, AND RESTABILIZATION SHALL

INSPECTIONS. ALL MAINTENANCE WORK, INCLUDING CLEANING,

DISTRICT COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE

MAINTAIN AND MAKE AVAILABLE TO THE DELAWARE CONSERVATION

BEST MANAGEMENT PRACTICE FACILITIES. THE OPERATOR SHALL

COMPLETELY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL

IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND

SHALL ASSURE THAT THE BEST MANAGEMENT PRACTICES ARE

UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE OPERATOR

02900 AND 02950.

1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH SPECIFICATIONS

NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN

APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE

ACTIVITIES. DURING NON-GERMINATING PERIODS, MULCH MUST BE

OPERATOR SHALL STABILIZE ANY AREAS DISTURBED BY THE

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE

MUST BE 2:1 OR FLATTER.

STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES

REGARDLESS OF THEIR LOCATIONS.

MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS,

CONSERVATION DISTRICT, AND IS BEING IMPLEMENTED AND

CONTROL PLAN HAS BEEN PREPARED, APPROVED BY THE DELAWARE

THE OPERATOR SHALL ASSURE THAT AN EROSION AND SEDIMENT

RESPONSIBILITY OF THE CONTRACTOR.

PERMITS AND/OR FEES ASSOCIATED WITH THIS ACTIVITY ARE THE

OF WASTE MATERIAL TO AN APPROVED OFF SITE LOCATION. ANY

THE CONTRACTOR IS RESPONSIBLE TO LEGALLY REMOVE AND DISPOSE

ANY BUILDING MATERIAL OR WASTES AT THE SITE.

THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE

25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ.

WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT

DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE

THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR

°

REQUIRED.

SQUARE FEET. THEREFORE, AN NPDES AND/OR E&S PERMIT IS NOT

THE LIMIT OF DISTURBANCE FOR THIS PROJECT IS LESS THAN 5000

OR FINELY BROKEN.

STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED

BLANKETS MUST BE INSTALLED ON ALL SLOPES 3:1 AND STEEPER.

MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL

HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE.

AHR

CMD

AS NOTED

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ENGINEER

PE079050

CHRISTOPHER DEATS

RUBBER BLOCKS

14" NYLON ROPE

23.5"

49"

18"

GEOTEXTILE BAG

24"TYP.

6"

OUT STRAPS

2 EACH CLEAN

14" NYLON ROPE

36"

~

A

A

ROCK CONSTRUCTION ENTRANCE

TYP.

6"

RUBBER BLOCKS

2" X 2" X 3/4"

SIDE VIEW

FRONT VIEW

LONGER NEEDED.

PROPERLY DISPOSE OF INLET SEDIMENT BAG WHEN NO

3. REPLACE SEDIMENT BAG IF RIPPED OR TORN. REMOVE AND

PUBLICATION 408.

DISPOSE OF SEDIMENT IN ACCORDANCE WITH

REACHES ONE HALF MAXIMUM CAPACITY. REMOVE AND

2. EMPTY BAG WHEN ACCUMULATED DEBRIS/ SEDIMENT

TO ENSURE THE BAG IS FUNCTIONING PROPOERLY.

1. INSPECT INLET SEDIMENT BAG AFTER EACH RAINFALL EVENT

NOTES

INLET FILTER BAG DETAIL

N.T.S.

WIRE MESH

11 GA. GALVANIZED

BLOCKS, AS REQUIRED

PRECAST CONCRETE

PRECAST CONCRETE BLOCKS

AGGREGATE TO TOP OF

AASHTO NO. 57 COARSE

INLET WITH GRATE

TYPE M

D

D6" MIN.

PLAN

N.T.S.

PRIOR TO PLACING AASHTO NO. 57 COARSE AGGREGATE.

GRATE AREA FOR TYPE C INLETS ONLY. PLACE WIRE MESH

7. PLACE 11 GA. GALVANIZED WIRE MESH OVER EXPOSED

GALVANIZED WIRE MESH UPON ENGINEER APPROVAL.

6. 1/4" MAX. PLASTIC MESH MAY BE SUBSTITUTED FOR

WITH ALTERNATING JOINTS FOR STABILIZATION.

IN ACCORDANCE WITH PUBLICATION 408. STACK THE BLOCKS

5. PLACE PRECAST CONCRETE BLOCKS AROUND INLET PERIMETER

OF CONCRETE BLOCKS TO PREVENT MOVEMENT OF GRAVEL.

4. PLACE 11 GA. GALVANIZED WIRE MESH AROUND PERIMETER

INCREASE INFILTRATION.

3. REPLACE CLOGGED FILTER STONE. RAKE PERIODICALLY TO

2. REMOVE SEDIMENT IMMEDIATELY FROM TRAVELED ROADWAYS.

DISPOSE OF SEDIMENT IN AN APPROVED MANNER.

HALF THE HEIGHT OF THE FILTER OR BLOCKS. REMOVE AND

EVENT. REMOVE SEDIMENT WHEN MATERIAL REACHES ONE

1. INSPECT AND REPAIR INLET FILTERS AFTER EACH RUNOFF

NOTES

N.T.S.

SECTION D-D

INLET

TYPE M

RUNOFF

FILTERED

RUNOFF

OVERFLOWPLACED 2 HIGH

PRECAST CONCRETE BLOCKS,

AS REQUIRED

HEIGHT,

LINE

EXISTING GROUND

WIRE MESH

11 GA. GALVANIZED

50'-0" MIN.

SEE NOTE 4

DRAINAGE AS REQUIRED

PROVIDE ACCEPTABLE

PA

VE

D

RO

AD

WA

Y

SU

RF

AC

E

OF

RO

AD

WA

Y

TO

TA

L

WDIT

H

20'-

0"

MIN.

(TYP.) R= 15'-0"

TO ALLOW FOR TURNING MOVEMENTS

FLAIR INTERSECTION AREA

CLASS 4, TYPE A

GEOTEXTILE,

8" MIN.COARSE AGGREGATE

AASHTO NO. 1

SECTION A-A

N.T.S.

DISTANCE IS AVAILABLE.

CONSTRUCTED ON A SKEW IF ADEQUATE PULL OUT SITE

OR EASEMENT AREAS. ENTRANCE PLACEMENT MAY BE

6. CONSTRUCT ENTRANCE TO REMAIN WITHIN THE RIGHT-OF-WAY

ALL INTERFACE AREAS WITH GROUND CONTACT.

ACCORDANCE WITH SECTION 212. PROVIDE GEOTEXTILE ALONG

OF PUBLICATION 408, SECTION 735. FURNISH AND INSTALL IN

5. PROVIDE GEOTEXTILE MATERIAL MEETING THE REQUIREMENTS

PUBLICATION 408.

FOR BORROW OR WASTE AREAS IN SECTION 105.14 OF

MATERIALS. GRADE AND RESTORE THE AREA AS SPECIFIED

REQUIRED, SATISFACTORILY REMOVE AND DISPOSE OF

4. WHEN ROCK CONSTRUCTION ENTRANCE IS NO LONGER

3. MAINTAIN STOCKPILE OF AASHTO NO.1 COARSE AGGREGATE.

CONSTRUCTION ENTRANCE.

2. MAINTAIN THE SPECIFIED THICKNESS OF ROCK

THE ROADWAY WILL NOT BE PERMITTED.

AND RETURNED TO THE CONSTRUCTION SITE. WASHING OF

DEPOSITED ON THE PUBLIC ROADWAYS WILL BE REMOVED

1. AT THE END OF THE CONSTRUCTION DAY, ALL SEDIMENT

NOTES:

N.T.S.

COMPOST FILTER SOCK

SECTION VIEW

FLOW

PLAN VIEW

FL

OW F

LO

W

102

101

100

NOTED. U.S. CUSTOMARY UNITS ARE IN ( ) PARENTHESIS.

5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE

PHOTODEGRADABLE AFTER 12 MONTHS.

4. REPLACE BIODEGRADABLE FILTER SOCK AFTER 6 MONTHS;

MAIN ALIGNMENT.

AT LEAST 2400 (8'-0") UPSLOPE AT 45 DEGREES TO THE

EXTEND BOTH ENDS OF THE COMPOST FILTER SOCK/BERM

3. PLACE COMPOST FILTER SOCK/BERM ON LEVEL GRADE.

FILTER SOCK.

FILTER BERM OR ONE HALF OF THE EXPOSED COMPOST

IS ONE THIRD THE HEIGHT OF THE EXPOSED COMPOST

2. REMOVE DEPOSITS WHEN SEDIMENT ACCUMULATION

LOCATIONS, ON DOWNSLOPE SIDE OF DISTURBED AREA.

1. PLACE FILTER SOCK AT ALL PROPOSED AND EXISTING POLE

NOTES

GRAVEL FILTER FOR INLET AREA (TYPE M OR S)

GRAVEL FILTER FOR INLET AREA (TYPE M OR S)

COMPOST FILTER SOCK

12", 18" OR 24"WOOD STAKE2" X 2"

3"

12"

COMPOST

LOOSE

AREA

UNDISTURBEDAREA

DISTURBED

SOCK

FILTER

COMPOST

CENTERS MAX STAKE ON 10'-0"

AREA

UNDISTURBED

AREA

EARTH DISTURBANCE

COMPOST FILTER SOCK (FS)

18"FS2

18"FS1

FILTER SOCK SIZES

N


AHR

CMD

AS NOTED

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ES-102

9

7. REMOVE E&S CONTROLS.

6. REMOVE EXISTING ELECTRIC POLES FROM TAXI ISLAND.

5. REMOVE EXISTING SUBSTATION AND UNDERGROUND TANK.

4. INSTALL NEW SUBSTATION AND GENERATOR.

3. INSTALL NEW PAD, FENCE AND UTILITY CONDUITS.

2. DEMOLISH EXISTING PAVEMENT AND CURB.

OF EARTH MOVING ACTIVITIES.

SEDIMENTATION CONTROL PRIOR TO THE COMMENCEMENT

1. INSTALL INLET FILTERS AND ALL OTHER EROSION AND

REFER TO ELECTRICAL DRAWINGS.

FOR DETAILED SUBSTATION CONSTRUCTION SEQUENCE,

CONSTRUCTION SEQUENCE

E&

S P

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CONC CHANNEL

CONC CHANNEL

SWL

TMHRIM 109.89'

AREA

WO

ODED


60"R

CP

S

CO

CO

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

P

P

P

P

PP

P

P

W

WW

W

W

S

D

E

E

S

E


DOC

K

CO

NC

BOOTH

PODTR

AILER

CURB

CONC

CONC CURB

CONC CURB

CONC WALK

CONC WALK

WALK

BRICK

CONC WALK

GRASS

GRASS

GRASS

GRASS

CONC

BIT

CONC WALK

SEPTA TR

AC

KS

RA

MP

CO

NC

PECO 60916

PECO 27253

PECO 80168

ELEC

W/UG

NO#

ELEC

NO#W/UG

RIM 110.65'

RIM 113.55'

MH

PECO

RIM 96.67'

BUS STOP SHELTER

SUBSTA

TION

GRASS

CONC

7"PINE8"DECIDUOUS

PIN

E

12"

PEAR

15"

PEAR

15"

PEAR

15"

10" PEAR

PEAR

18"

PEAR

15"

PEAR

15"

18"PEAR

15"PEAR

18"PEAR

5"MAPLE

AREA

LAN

DSC

APED

CONC

TMH

RIM 116.76'

PECO MH

EMH

WALK

CONC

CONC RAMP

CONC RAMP

RAMP

BIT

CO

NC

WA

LK

SHRUB

CO

NC C

URB

BUILDING FACE

ATTACHED TO

EQUIPMENT

TMH

RIM 102.90'

TMH

RIM 110.22'

CH

AT

HA

M

RD

METER (TYP)

PARKING

NO#

METER (TYP)

PARKING

DY

L

CAP(S)

FUEL FILL

COMPACTOR

TRASH

WV

WVCONC WALK

BRICK WALK

BUILDING(S)

MULTI STORY

CONC WALK

CURB

DEPRESSED

BIT

DYL

SWL

SWL

SWL

BWL

SWL

BWL

SWL

TMH(S)

RIM 112.99'RIM 113.27'

TMH(S)

RIM 113.74'

BWL

DYL

CURB

CONC

CURB

CONC

CURB

CONC

CURB

CONC

WV

WV

WV

CURB

CONC

METER (TYP)

PARKING

WALK

CONC

W/BUS SHELTER

CONC PAD

WALK

CONC

METER (TYP)

PARKING

WALK

CONC

DEPRESSED CURB

WV

METAL COLUMN

GV

METAL COLUMN

BIT

BIT

BIT

BIT

GRASS

BLOCK BUILDING

1 STORY CONC

BRICK WALK

GRASS

GRASS

CURB

DEPRESSED

RAMP

CONC RAMP

CONC CONC RAMP

CONC RAMP

BIT

BIT

WALK

CONC

NO#

(TYP)

LP

(TYP)

LP

(TYP)

LP

LP (TYP)

5"DECIDUOUS

DECIDUOUS

6"

SYL

5"DECIDUOUS(S)*

MH

MW

MW

RIM 95.8

0'

CO

NC

MH C

AP

FILL

FUEL

MW

MW

MH

BOLTE

D SH

UT

RIM 95.8

3'

BIT

BIT

CO

NC C

URB

CO

NC C

URB

META

L P

OST

GR

ASS

CO

NC C

URB

STE

EL

PLA

TFOR

M

CO

NC P

AD

W/R

AIS

ED

CO

NC P

AD

W/LP #2

MH

RAILROAD TRACK

BRIC

K B

UILD

ING

AREA

WOODED

CONC CHANNEL

GG

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

THIRD RAIL

THIRD RAIL

THIRD RAIL

THIRD RAIL

THIRD RAIL 85

85

90

90

90

90

90

90

95

95

95

95

95

95

95

G

100

100

100

100

100

100

100

105

105

105

105

105

105

110

110

110

115

115

95

98

99

100

100

105105

108

MH

TEMPORARY PAVING

ENTRANCE

ROCK CONSTRUCTION

INLET PROTECTION

Xx SOIL TYPE

BMP DRAINAGE AREA

FILTER SOCK

EARTH DISTURBANCE

LEGEND

LOD

SCHIST AND GNEISS MATERIALSMe - USDA GROUP B RATING - MADE LAND,

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LO

D

LOD

FS2

FS1

S-001

CMD

1 2

GENERAL NOTES

CONSTRUCTION NOTES

UTILITIES

ST

RU

CT

UR

ES

AHR

AS NOTED

DE

LA

WA

RE C

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CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" x 3/4".24.

THE VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) 88.23.

SYSTEM (SOUTH ZONE), NORTH AMERICAN DATUM (NAD) 83.

THE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE 22.

PERSONNEL WORKING NEAR THE TRACK.

CONSENT FROM SEPTA AND PARTICIPATION IN SEPTA TRACK SAFETY CLASS BY ALL

THE CONTRACTOR IS PROHIBITED FROM THE TRACK AREA WITHOUT PRIOR WRITTEN 21.

REQUIREMENTS.

LINES, AND NOTIFY AND COMPLY WITH THE APPLICABLE UTILITY COMPANY'S CLEARANCE

ACT 121 ENACTED OCTOBER 2008. THE CONTRACTOR SHALL ALSO IDENTIFY ALL OVERHEAD

CALL #1-800-242-1776) AND COMPLY WITH THE PROVISIONS OF ACT 287 AS AMENDED BY

UNDERGROUND UTILITIES, THE CONTRACTOR MUST CONTACT THE PA "ONE CALL SYSTEM" (ONE

THREE WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION WORK IN THE VICINITY OF 5.

AGAINST DAMAGE.

PROTECTION AND SUPPORT FOR ALL UTILITIES EXPOSED DURING THE WORK TO INSURE

INTERRUPTION AT NO ADDITIONAL COST. THE CONTRACTOR SHALL PROVIDE ADEQUATE

UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ANY UTILITY LINE

AS REQUIRED, THE CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES FOR EXISTING UTILITIES 4.

WITH SEPTA DIVISION 1 SPECIFICATIONS.

LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE

OF THE WORK AND INCLUDE THEIR IMPACT ON THE PROJECT AND BID PRICE. COORDINATE,

PRIOR TO BIDDING, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN THE VICINITY 3.

SHALL TAKE ALL PRECAUTIONS TO FULLY PROTECT THE UTILITY AND SERVICE.

INFORMATION IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY THE INFORMATION AND

ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CORRECTNESS OF THE

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AND 2.

GUARANTEE THAT ALL ABOVE, AND UNDERGROUND STRUCTURES ARE SHOWN.

GROUND AND SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS, NOR DOES SEPTA

SEPTA DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS OF THE EXISTING ABOVE 1.

SU

BS

TA

TIO

N

2210

ALL WORK.

RESPONSIBILITY OF CONFORMING TO THE CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS FOR

SITE OBSERVATIONS OF WORK BY SEPTA DO NOT RELIEVE THE CONTRACTOR FROM THE

ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND CONTRACT DRAWINGS. INSPECTIONS OR

REQUEST CORRECTION TO SEPTA'S SATISFACTION FOR ALL WORK NOT COMPLETED IN

SEPTA. SEPTA RESERVES THE RIGHT TO INSPECT ANY AND ALL PORTIONS OF THE WORK AND

CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS WILL BE PERFORMED BY AN AGENT OF

PROFESSIONAL INSPECTION AND ACCEPTANCE OF CONSTRUCTION CONFORMANCE WITH THE 20.

DAYS PRIOR TO START OF OPERATIONS.

SCHEDULE OF WORK TO BE PERFORMED AND LABOR AND EQUIPMENT TO BE USED 28 CALENDAR

THE CONTRACTOR SHALL SUBMIT TO SEPTA, FOR APPROVAL, SSWP DETAILING PROGRESSIVE 19.

AGENTS, EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.

RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, ANY SUBCONTRACTORS,

THE CONTRACT DOCUMENTS. FURTHER, NEITHER SEPTA NOR THE ENGINEER OF RECORD WILL BE

RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH

CONTRACTOR EMPLOYEE SAFETY PROGRAMS IN CONNECTION WITH THE WORK. SEPTA WILL NOT BE

TECHNIQUES, SEQUENCES, OR PROCEDURES. SEPTA SHALL NOT BE RESPONSIBLE FOR

SHALL NOT HAVE CONTROL OR CHARGE OF SAFETY CONSTRUCTION MEANS AND METHODS,

SEPTA BEFORE PROCEEDING WITH THE WORK. SEPTA SHALL NOT BE RESPONSIBLE FOR AND

DETAILS ALL PROJECT SPECIFIC SAFETY REQUIREMENTS AND WILL BE SUBJECT TO APPROVAL BY

FACILITIES. THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SAFETY WORK PLAN (SSSWP) THAT

NECESSARY, TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND

AND GOOD PRACTICE AND ERECT TEMPORARY BARRICADES AND OTHER PROTECTION, AS

THE CONTRACTOR SHALL GIVE DUE CONSIDERATION TO ALL SAFETY RULES DICTATED BY CODE 18.

ADJUSTMENTS ON THE SUBMITTED DRAWINGS.

CONDITIONS AND DIMENSIONS IN THE SHOP AND ERECTION PLANS AND INDICATE CHANGES AND

RECOMMENDED CORRECTIVE ACTION. THE CONTRACTOR SHALL INCORPORATE ACTUAL FIELD

SEPTA AND THE ENGINEER OF RECORD SHALL REVIEW THE CONDITIONS AND THE CONTRACTOR'S

DONE IN THE FORM OF A REQUEST FOR INFORMATION (RFI). SHOULD ANY DEVIATIONS BE FOUND,

POTENTIAL INTERFERENCE PROMPTLY TO SEPTA AND THE ENGINEER OF RECORD. THIS SHALL BE

SHALL REPORT VARIANCES FROM THE CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS AND

THE ACTUAL CONDITIONS FROM THOSE DEPICTED ON THE CONTRACT DRAWINGS. THE CONTRACTOR

THE CONTRACTOR SHALL REPORT TO SEPTA AND THE ENGINEER OF RECORD ANY DEVIATIONS OF 17.

ENCOUNTERED.

SHOWN ON THE CONTRACT DRAWINGS. PERFORM THE WORK TO MEET THE FIELD CONDITIONS

MODIFICATIONS TO THE CONSTRUCTION DETAILS, MATERIAL QUANTITIES, AND EXTENT OF THE WORK

PRIOR TO THE COMMENCEMENT OF THE WORK. ACTUAL FIELD CONDITIONS MAY REQUIRE

THE EXACT EXTENT OF CONSTRUCTION CANNOT BE NECESSARILY OR ACCURATELY DETERMINED 16.

THE WORK.

CONDUCT A CAREFUL EXAMINATION OF THE EXISTING CONDITIONS AT THE SITES APPLICABLE TO

ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO BIDDING, THE CONTRACTOR SHALL

APPROXIMATE, LIMITED TO THOSE AREAS FOR WHICH THE WORK IS REQUIRED, AND ARE PROVIDED

CERTAIN DESIGN DRAWINGS FROM ORIGINAL CONSTRUCTION, AND ARE INTENDED TO BE GENERAL,

FOR THE EXISTING STRUCTURES ARE BASED ON SURVEY DATA, LIMITED FIELD INSPECTIONS, AND

ALL DIMENSIONS, ELEVATIONS, AND PHYSICAL CONDITIONS SHOWN ON THE CONTRACT DRAWINGS 15.

ALL WORK SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND CONTRACT DRAWINGS.14.

PROVIDE STRUCTURAL STEEL CONFORMING TO ASTM A709 GRADE 50.13.

STEEL BARS AT NO ADDITIONAL COST TO SEPTA.

GALVANIZED REINFORCING STEEL BARS MAY BE SUBSTITUTED FOR EPOXY-COATED REINFORCING 12.

COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE AS SHOWN ON THE DRAWINGS.

USE CEMENT CONCRETE IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATION. THE 28 DAY 11.

A1064.

PROVIDE GALVANIZED WELDED WIRE REINFORCEMENT IN FLAT SHEETS CONFORMING TO ASTM 10.

A706. DO NOT WELD GRADE 60 REINFORCING BARS UNLESS SPECIFIED.

PROVIDE GRADE 60 REINFORCING BARS THAT MEET THE REQUIREMENTS OF ASTM A615 AND 9.

ADDITIONAL COST TO SEPTA.

A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER COST CONCRETE AT NO 8.

PROVIDE CLASS AAA CEMENT CONCRETE IN ALL CAST-IN-PLACE CONCRETE.7.

PERMANENTLY EXPOSED TO EARTH.

PROVIDE 3" MINIMUM CONCRETE COVER ON REINFORCEMENT FOR CONCRETE CAST AGAINST AND 6.

PROVIDE 2" CONCRETE COVER ON REINFORCEMENT EXCEPT AS NOTED.5.

HAVING JURISDICTION OVER THE WORK.

DEPARTMENT OF ENVIRONMENTAL PROTECTION, OSHA, AND OTHER GOVERNMENTAL AGENCIES

PROVIDE MATERIAL AND PERFORM WORK IN ACCORDANCE WITH SEPTA SPECIFICATIONS, PA 4.

COOPER E80 + IMPACT

LIVE LOAD: CONSTRUCTION LOADS AND SURCHARGE LOADS SPECIFIED IN PENNDOT DM-4,

DEAD LOAD: EXISTING SOIL EARTH PRESSURE, ANTICIPATED FUTURE SLOPE EARTH PRESSURE.

DESIGN LOADS:3.

4-STRUCTURES, MAY 2012 EDITION.

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 15M-DESIGN MANUAL, PART B.

2006.

DESIGN IN ACCORDANCE WITH SEPTA STRUCTURAL DESIGN CRITERIA AND GUIDELINES, AUGUST A.

DESIGN SPECIFICATIONS:2.

INCHES.

STATIONS, OFFSETS AND ELEVATIONS ARE IN FEET; ALL OTHER DIMENSIONS ARE IN FEET AND 1.

TO INSTALLATION

TEMPORARY SHEETING AND SHORING AND SUBMITTED TO SEPTA FOR APPROVAL PRIOR

DESIGNED PER SEPTA ROW DESIGN AND CONSTRUCTION STANDARDS, SECTION 1

IF CONTRACTOR CHOOSES TO USE TEMPORARY SHEETING AND SHORING, IT MUST BE 2.

THE DURATION OF THIS WORK.

SHALL MAINTAIN OSHA AND SEPTA REGULATED DISTANCES TO ALL UTILITIES DURING

THE PROJECT SITE IS LOCATED ADJACENT TO OVERHEAD WIRES. THE CONTRACTOR 1.

ST

RU

CT

UR

ES G

EN

ER

AL N

OT

ES

SHEET NUMBER

DWG. NO.:

OF

OF

SHT. NO.:

REV. NO.:

AUTHORITY

TRANSPORTATION

PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

TE

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VD

ES

CRIP

TIO

NB

YA

P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

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D:8/23/2016

P

NY V

A

IA

O

N W AT

O

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N

S L

N

C

M

MO

EL

H

F

REGISTERED

PROFESSIONAL

ENGINEER

PE079050

CHRISTOPHER DEATS

SHEET NUMBER

DWG. NO.:

OF

OF

SHT. NO.:

REV. NO.:

AUTHORITY

TRANSPORTATION

PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

TE

RE

VD

ES

CRIP

TIO

NB

YA

P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

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D:8/23/2016

P

NY V

A

IA

O

N W AT

O

E

N

S L

N

C

M

MO

EL

H

F

REGISTERED

PROFESSIONAL

ENGINEER

PE079050

CHRISTOPHER DEATS

ATS

500KVA

GENERATOR

N

S-102

CMD

2

ST

RU

CT

UR

ES

2

AHR

PROPOSED CONCRETE PAD


A

S-102

840

SCALE IN FEET

10'-

7"

4'-0"

1

S-102

ELECTRICAL EQUIPMENT PADSCALE: 1/4" = 1'-0"

A

S-102

NOT TO SCALE

TYPICAL SECTION - EXTERIOR PAD

17'-7"

5'-

10"

2'-

7"

60"

RCP

PROPOSED 8'-0" HIGH CHAIN LINK FENCE

*

*

*

*

NOTES:

EQUIPMENT INSTALLATION PROCEDURES AND SHOP DRAWINGS.

FINAL SLAB DIMENSIONS WITH THE APPROVED FINAL ELECTRICAL

* DENOTES THE CONTRACTOR SHALL COORDINATE THE REQUIRED 1.

*

*

2"

CL

R.

3"

CL

R.

3'-

0" (F

OR

FR

OS

T

PR

OTE

CTIO

N)

6"

FINISHED GRADE

CLR.

3"

1

2

12"


12"

8"

(T

YP)

#4@12" GALVANIZED (TYP)

COMPACTED SOIL

UNDISTURBED OR

COMPACTED GRAVEL

SU

BS

TA

TIO

N

22

EQ

UIP

ME

NT P

AD

11

40'-2"

A

S-102

A

S-102

AS NOTED

DE

LA

WA

RE C

OU

NT

Y, P

EN

NS

YL

VA

NIA

69T

H S

TR

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T T

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PO

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ATIO

N C

EN

TE

R

PH

AS

E 1 C

ON

ST

RU

CTIO

N

7/15/2016

1


N

49990-E

02.dgn

0

RS

AC

AS NOTED

DE

LA

WA

RE C

OU

NT

Y,

PE

NN

SY

LV

ANIA

69T

H S

TR

EE

T T

RA

NS

PO

RT

ATIO

N C

EN

TE

R

2

7/15/2016

PH

AS

E 1 C

ON

ST

RU

CTIO

N

NOTES

SU

BS

TA

TIO

N SIT

E P

LA

N

1:25

22

E-002

RE

TAIN

ING W

AL

L & S

UB

ST

ATIO

N

EL

EC

TRIC

AL

6

13

BOARD.

SERVICE TERMINAL BOARD AS WELL AS THE TRIPLEX METER

RESPONSIBLE TO TERMINATE CABLE IN THE TELEPHONE

CABLING IN THE FIELD. CONTRACTOR SHALL BE

FOLLOW THE PATH OF EXISTING 25-PAIR OVERHEAD

GROUND TO SECOND POLE AND THEN TO THE BUILDING.

FIRST NEW POLE, AND SHALL THEN BE STRUNG ABOVE

RUN UNDERGROUND IN DUCT BANK FROM SUBSTATION TO

BOARD IN BOILER ROOM OF THE STATION. CABLE SHALL BE

FROM TRIPLEX METER BOARD TO TELEPHONE TERMINAL

PROVIDE OUTDOOR-RATED 25-PAIR TELEPHONE CABLE 9.

SEQUENCE OF CONSTRUCTION

THIS DRAWING.

REFER TO DRAWING E-006 FOR SECTIONS AND DUCT BANK DETAILS SHOWN ON 4.

REFER TO DRAWING E-001 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.3.

THE NEW OUTDOOR SUBSTATION IS FULLY TESTED AND COMMISSIONED.

THE EXISTING SEPTA OUTDOOR SUBSTATION SHALL REMAIN IN OPERATION UNTIL 2.

PECO AND SEPTA FOR CONTINUITY OF SERVICE TO STATION.

THE AREA OF WORK. ALL REQUIRED OUTAGES MUST BE COORDINATED WITH

AVAILABLE FOR SERVICE. SEPTA OWNS THE POLES AND MV CABLES WITHIN

CONDUCTORS SHALL COMMENCE AFTER NEW SUBSTATION IS ENERGIZED ANDAND

MV CABLES FROM POLES TO NEW SEPTA SUBSTATION. DEMOLITION OF POLES

FOR STABILITY. CONTRACTOR SHALL INSTALL RISER CONDUIT AND INSTALL 15KV

SHALL BE 45' LONG AND SHALL BE BURIED TO A MINIMUM DEPTH OF 6'-6"

TREATMENT SHALL BE CHROMATED COPPER ARSENATE (AWPA-C-4). POLES

SOUTHERN YELLOW PINE WITH FULL HEIGHT TREATMENT. PRESERVATIVE FOR

ARRESTORS AND AIR BREAK SWITCH. NEW POLES SHALL BE MADE FROM #2

WILL BE NEW DEAD END POLES WITH CROSS ARM, GUYING INSULATORS, LIGHTING

AND TWO IN LINE POLES. REMOVE WIRES BACK TO NEW POLES SHOWN WHICH

CONTRACTOR SHALL DEMOLISH FOUR EXISTING POLES, TWO DEAD END POLES 1.

AND/OR REPLACEMENT OF DAMAGED FACILITIES/UTILITIES.

CONSTRUCTION. NO REIMBURSEMENT WILL BE ALLOWED FOR REPAIR

REPAIRS TO EXISTING UTILITIES AND/OR FACILITIES DAMAGED DURING THE

DRAWINGS OR NOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

EXISTING UTILITIES IN THE CONSTRUCTION AREA, WHETHER INDICATED ON

CONTRACTOR SHALL BE RESPONSIBLE TO FIELD LOCATE AND IDENTIFY ALL 8.

SEPTA PM.

STABILITY AND SEPTA OPERATIONS AND HAVE LOCATIONS APPROVED BY

CONTRACTOR MUST COORDINATE PIT EXCAVATION WITH RETAINING WALL 7.

LOCATIONS PER SPECIFICATION 02300.

CONTRACTOR SHALL DETERMINE LAUNCHING PIT AND RECEIVING PIT 6.

FOR REVIEW AND APPROVAL. MANHOLE SHALL BE MINIMUM 6'X6'X7' DEEP.

BY A PENNSYLVANIA PROFESSIONAL ENGINEER AND SUBMITTED TO SEPTA

DESIGN FOR THE HS-20 LOADING CONCRETE MANHOLE MUST BE SIGNED

IN ACCORDANCE WITH THE NESC AND A HS-20 LOADING. THE CONTRACTOR

THE CONTRACTOR SHALL SUPPLY AND INSTALL A CONCRETE MANHOLE 5.

SHEET C-100.

REMOVE EXISTING SUBSTATION PER DEMOLITION PLAN. SEE G.

TEST AND COMMISSION NEW SUBSTATION.F.

DURING THIS PERIOD.

INTERRUPTIONS TO SEPTA STATION FACILITIES ARE MINIMIZED

MANHOLE NEAR EXISTING SUBSTATION. ENSURE THAT

TIME, SPLICE THE DOWNSTREAM FEEDERS IN THE EXISTING

SWITCH THE OTHER 13.2 KV FEEDER OVER. AT THE SAME E.

ALLOW FOR A 5-DAY PERIOD BETWEEN CUTOVERS.D.

DURING THIS PERIOD.

INTERRUPTIONS TO SEPTA STATION FACILITIES ARE MINIMIZED

MANHOLE NEAR EXISTING SUBSTATION. ENSURE THAT

SPLICE THE ASSOCIATED DOWNSTREAM FEEDERS IN EXISTING

EXISTING SUBSTATION TO NEW AND, AT THE SAME TIME,

SWITCH ONE OF THE TWO 13.2 KV FEEDERS OVER FROM C.

IN WORKING ORDER.

TEST SUBSTATION AND FEEDERS TO ENSURE EVERYTHING IS B.

EXISTING SUBSTATION TO THE NEW SUBSTATION.

PREPARATION FOR THE GRADUAL CUT OVER FROM THE

INSTALL NEW SUBSTATION, DUCT BANKS, AND FEEDERS IN A.

SEE GENERAL SEQUENCE, SHEET C-002.

SHEET NUMBER

DWG. NO.:

OF

OF

SHT. NO.:

REV. NO.:

AUTHORITY

TRANSPORTATION

PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

TE

RE

VD

ES

CRIP

TIO

NB

YA

P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

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TE

D:8/23/2016

OF

HM

O

AI

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NOMAWE

TL

C

P

ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

GENERATORPROPOSED 500KVA

PROPOSED ATS

D-D

E-E

FENCEPROPOSED CHAIN LINK

C-C

C-C

BOARDTRIPLEX METER

SEPTA TRACKS

MANHOLEEXISTING

(SEE NOTE #2)

TO BE DEMOLISHEDEXISTING SUBSTATION

MH

MH

SUBSTATIONPROPOSED 1500KVA

B-

B

A-

A

(SEE NOTE #5)

PROPOSED MANHOLE

LINES TO BE REMOVEDEXISTING OVERHEAD

LINES TO BE REMOVEDEXISTING OVERHEAD

LINES OVERHEAD EXISTING

(SEE NOTE #1) EXISTING WOOD POLE

(SEE NOTE #9)OUTDOOR RATED CAT6 CABLE

(SEE NOTE #1) PROPOSED WOOD POLE AND GUY WIRE (SEE NOTE #1)

PROPOSED WOOD POLE AND GUY WIRE

(SEE NOTE #1)POLES TO BE REMOVEDEXISTING DEAD END

EXISTING MANHOLECONNECT TO

SEE SHEET E-006

SEE SHEET E-006

SEE SHEET E-006

SEE SHEET E-006

TO BE REMOVEDEXISTING POLES

INV 84.95'

TG 89.53'

INV 81.99'

TG 90.44'

18"R

CP

DIR

APPROX

18"RCP

DIR

APPROX

18"RCP

TIMBER

WALL

TIMBER WALL

INV 89.61'APPROX DIR

8"STEEL

WALL

CONC

CONC WALL

CONC WALL

PIPE

8"STEEL

INV 74.60'

INV 79.22'

INV 74.67'

DIRA

PP

RO

X

24"TCP

DIRA

PP

RO

X

24"TCP

AREA

WOODED

60"R

CP

CO

P

P

P

P

P

P

P

P

P

P

P

P

P

PPP

P

P

PWW

BOX 90.59'

INV BOTTOM OF

TG 99.07'

INV 105.68'

TG 107.94'

RETAINI

NG WALL

RETAINING WALL

FULL OF DEBRIS

BOX 95.80'

TOP OF CONC

DIR

15"RCP APPROX

INV 92.61'

TG 96.72'

INV W 91.01'

INV S 90.83'

TG 96.23'

INV S 90.59'

INV N 90.61'

TG 97.87'

DIR

APPROX

18"RCP

DRAIN

ROOF

METER (TYP)

PARKING

WV

MH

RIM 113.48'

METER (TYP)

PARKING

RCP

18"

RC

P18"

MH

MW

MW

GRASSLINK

CHAIN

HIGH

W/11'

WALL

CONC

MH

TO OPEN

BROKEN UNABLE

METAL COLLAR

RIM 102.29'WALL

GABION

WALLS

TONE

STONE WALL

MANHOLE

ELEVATED BRICK AREA

WOODED

GG

MH

MH

INV 82.03'

TG 87.57'

DIR

APPROX

18"RCP

OVERHANG ROOF

BUS TERMINAL W/

GRASS

CONC WALL

CONC WALL

85

85

90

90

90

90

90

90

95

95

95

95

95

95

G

100

100

100

100

100

100

105

105

105

110

110

115

500KVA

GENERATOR

UNIT SUBSTATION

ATS

49990-E

03.dgn

0

RS

AC

NTSAS NOTED

DE

LA

WA

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OU

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Y,

PE

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SY

LV

ANIA

69T

H S

TR

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T T

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ATIO

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3

7/15/2016

PH

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ST

RU

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N

SIN

GLE LIN

E DIA

GR

AM

22

E-003

RE

TAIN

ING W

AL

L & S

UB

ST

ATIO

N

EL

EC

TRIC

AL

6

14

SHEET NUMBER

DWG. NO.:

OF

OF

SHT. NO.:

REV. NO.:

AUTHORITY

TRANSPORTATION

PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

TE

RE

VD

ES

CRIP

TIO

NB

YA

P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:8/23/2016

OF

HM

O

AI

VAN

SY

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NOMAWE

TL

C

P

ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

1500KVA

3200 A 3PH 4W + G 480/277V

M

1500KVA

13.2KV

ATS

G

800 AT

800 AF

480/277V 3PH 4 W+G

500KVA

800 AT

800 AF

600 AT

800 AF

1600 AT

1600 AF

600 AT

800 AF1600 AT

1600 AF

2500 AT

3200 AF

100E

2500 AT

3200 AF

SPLICE (TYP)

100E INTERRUPTER SWITCH

600 A 15KV FUSED LOAD

MH

NEW

MH

EXISTING

800A

ATS

SEPTA TRACKS

#1/0 600V G, 4"C

2 SETS: 4 EA 500 KCMIL,

, #1/0 G, 4"C

2 SETS: 4 EA 500 KCMIL

CHAIN LINK FENCE

3PH,4W

480/277V

15KV SHIELDED, #8 G, 4"C PVC

UG CABLE/CONDUIT 3#2 AWG

N.T.S.

OUTDOOR UNIT SUBSTATION NON-WALK IN-SINGLE LINE DIAGRAM

C16

C15

C4

C3

C2

C1

C19

C10

C9

C18

C17

C8

C7

C6

C5

C20

C12

C11

C14

C21

C22

C13

(TYP.)

STEEL SLEEVE

(TYP.)

STEEL SLEEVE

(TYP.)

STEEL SLEEVE

(TYP.)

STEEL SLEEVE

NOTES

15KV SHIELDED, #8 G, 4"C PVC

UG CABLE/CONDUIT 3#2 AWG

M

EQUIPMENT

METERING EQUIPMENT

METERING

(SEE NOTE 4)

TRIPLEX METER BOARD

SEPTA 13.2KV OVERHEAD LINES SEPTA 13.2KV OVERHEAD LINES

SWITCH

LOAD INTERRUPTER

600 A 15KV FUSED

NEW DEAD END POLENEW DEAD END POLE

CONDUITS CONDUITS

WITH TWO SPARES

KCMIL, #4/0 G, 4"C ,

4 SETS: 4 EA 500

WITH TWO SPARES

KCMIL, #4/0 G, 4"C,

4 SETS: 4 EA 500

2-4" C

#1/0 G, 4"C


#1/0 600V G, 4"C


CTS AND INSTALL THE METERS.

PTS AND CTS. PECO WILL MAKE SECONDARY TERMINATIONS ON PTS AND

THE TRIPLEX METER BOARD, AS WELL AS THE PRIMARY TERMINATIONS ON

RUNNING 1 1/2" RGS FROM EACH SUBSTATION METERING COMPARTMENT TO

METER BOARD AND METERS. THE CONTRACTOR IS RESPONSIBLE FOR

METERING: PECO WILL PROVIDE PTS, CTS, METERING CONDUCTORS, TRIPLEX 4.

PREVENT PARALLELING OF SOURCES.

BE ELECTRICALLY INTERLOCKED BY HARD-WIRED CIRCUITS TO

THE MAIN CIRCUIT BREAKERS AND TIE CIRCUIT BREAKER SHALL D.

WILL BE PROVIDED WITH POWER.

THE AUTOMATIC TRANSFER SWITCH, AND ALL LIFE SAFETY LOADS

THE EMERGENCY GENERATOR WILL ENGAGE, VIA CONTROLS FROM

IN THE EVENT OF LOSS OF POWER TO BOTH BUS 1 AND BUS 2, C.

SHALL BE A LOCAL MANUAL OPERATION.

BY LOCAL CONTROL SWITCH. RESET OF THE LOCKOUT RELAY

TO ITS NORMAL CONFIGURATION SHALL BE A MANUAL OPERATION

RECLOSING OF THE CIRCUIT BREAKER. RESTORATION OF THE BUS

FAULTED BUS. A LOCK-OUT RELAY SHALL ENGAGE TO PREVENT

PREVENT THE CLOSING OF THE BUS TIE CIRCUIT BREAKER ON A

CONTACT FROM THE DEAD BUS MAIN CIRCUIT BREAKER SHALL

BE OPENED AND THE BUS TIE CIRCUIT BREAKER CLOSED. A

MINIMUM), THE MAIN CIRCUIT BREAKER FOR THE DEAD BUS SHALL

RESTORED WITHIN THE TIME DELAY PERIOD (FIVE SECONDS

UPSTREAM DEVICES TO RESTORE POWER. IF POWER IS NOT

AN ADJUSTABLE TIME DELAY SHALL BE INITIATED TO ALLOW

IN THE EVENT OF LOSS OF POWER TO EITHER BUS 1 OR BUS 2, B.

CIRCUIT BREAKERS CLOSED.

WITH THE BUS TIE CIRCUIT BREAKER OPENED AND BOTH MAIN

NORMALLY THE LOW-VOLTAGE SWITCHGEAR WILL BE OPERATED A.

AUTOMATIC TIE BREAKER SEQUENCE OF OPERATIONS:3.

DRAWING E-006.

ON THIS DRAWING ARE CONDUIT NUMBERS WHICH ARE REFERENCED ON

REFER TO DRAWING E-006 FOR DUCT BANK DETAILS. "CXX" DESIGNATIONS 2.

LEGEND.

REFER TO DRAWING E-001 FOR GENERAL NOTES, ABBREVIATIONS AND 1.

13.2KV

OUTDOOR UNIT SUBSTATION NON-WALK IN

MAIN ELECTRIC ROOM

SEPTA 69TH ST. TERMINAL

3PH,4W

480/277V

1600 AT

1600 AF

TRANSFER

AUTO

3-4" C

3-4" C

49990-E

04.dgn

0

RS

AC

1:1AS NOTED

DE

LA

WA

RE C

OU

NT

Y,

PE

NN

SY

LV

ANIA

69T

H S

TR

EE

T T

RA

NS

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15

POURED.

PERFORM FINAL RESISTANCE TESTING AFTER CONCRETE HAS BEEN

THE GROUND GRID MAINTAINS CONTINUITY DURING CONCRETE POURS.

INSTALL GROUND GRID BEFORE POURING CONCRETE PADS. ENSURE 3.

REFER TO DRAWING FN-005 FOR FENCING GROUNDING DETAILS.2.

ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.

EQUIPMENT GROUNDING POINTS SHALL BE IN 1.

SHEET NUMBER

DWG. NO.:

OF

OF

SHT. NO.:

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SOUTHEASTERN

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ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

TEST PIT

GROUND ROD (TYP)

3/4" X 10' COPPER CLAD

GROUND ROD (TYP)

3/4" X 10' COPPER

CONCRETE PAD

SEE NOTE 1(TYP.)

TRIPLEX METER BOARD

N.T.S.

SUBSTATION GROUNDING PLAN

N.T.S.

#4/0 BARE COPPER GRID

#4/0 BARE COPPER GRID

CONCRETE PAD

LINK FENCE

PROPOSED CHAIN

LINK FENCE

PROPOSED CHAIN

CONCRETE PAD

3.5'

3.5'

3.5'

SEE NOTE 1 (TYP.)

SEE NOTE 1 (TYP.)

3'

10'

3.5'

10'-0"

10'-

0"

3.5'

10'

500KVA

GENERATOR

10'

UNIT SUBSTATION

GRAVEL

GRAVELATS

49990-E

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ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

N.T.S.

N.T.S.

OUTDOOR UNIT SUBSTATION NON-WALK IN-PLAN VIEW

OUTDOOR UNIT SUBSTATION NON-WALK IN-ELEVATION VIEW

42" 20" 58" 20" 22" 22" 22" 20" 58" 20" 42"

SWITCH GEAR

115"

115"

62"

88"

96"

90"

90" 96"

3,200 LB

WEIGHT 11,000 LB

WEIGHT

13,900 LB

WEIGHT

11,000 LB

WEIGHT

3,200 LB

WEIGHT

TRANSFORMER COMPARTMENT

TRANSITION TRANSFORMER

COMPARTMENT

TRANSITION

COMPARTMENT

TRANSITION

110"

INTERRUPTER SWITCH

MV FUSED LOAD

INTERRUPTER SWITCH

MV FUSED LOAD

EQUIPMENT

METERING

EQUIPMENT

METERING

62"

60"60"

COMPARTMENT

TRANSITION

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THIRD RAIL

SHEET NUMBER

DWG. NO.:

OF

OF

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ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

CLTRACKMARKER

CABLE

MARKER

CABLE

7.5"

C1 C2 C3 C4 C5 C6 C7 C8

C9C13 C14 C10 C11 C12

7.5"

7.5

"

4" PVC SHC 40 CONDUIT (TYP)

4" PVC SHC 40 SPARE CONDUIT (TYP)



4" SPARE PVC SHC 40 CONDUIT (TYP)

N.T.S.

CLEARANCE REQUIREMENTS FOR CABLE UNDER TRACKS

CONCRETE 4000PSI

48" STEEL SLEEVE

C15 C16

C17 C18 C19 C20 C21 C22

48" STEEL SLEEVE (TYP)

7.5"


7.5"

REBAR #5 @ 12 (TYP)

REBAR #5 @ 12 (TYP)

REBAR #5 @ 12 (TYP)

REBAR #5 @ 12 (TYP)

C13C8C7C6

C1 C2 C3 C4 C5

3'-10"

2'-

7"

8"

1'-

7"

3" (TYP)

8" (TYP)

LAP (T

YP)

"

217

2'-

7"

1'-

7"

LAP (T

YP)

3"(TYP)

8"

"21

3'-2

1'-

10"

"43

6

1'-

0"

CONCRETE 4000PSI

8"(T

YP)

3"(TYP)

8"

1'-

0"

1'-

10"

"21

6

3" (TYP)

20C


19C

18C

13C

22C

21C

9C

17C

15C

16C

14C

10C12

C11C2

C (7 REQUIRED PER HALF)

CONTOURED FLOW HOLES

WALLS OF BORE SPACER TOGETHER.

FASTENERS TO SECURE THE TWO

FLOW AREAS

IS SCALLOPED FOR MAXIMUM GROUT

THE PERIMETER OF BORE SPACER

STRENGTH: 2700 TO 3600 PSI

4600 PSI, ELONGATION 900%, COMPRESSIVE

STRESS RELIEVED SHEETS, TENSILE STRENGTH:

.750 HIGH DENSITY POLYETHYLENE (HDPE)

FLOW HOLE.

FOR GROUT INJECTION PIPE OR AS A

5.716 DIA HOLE THAT CAN BE USED

FLOW AND EASE OF ASSEMBLY

OPEN TO PROVIDE IMPROVED GROUT

THIS AREA OF BORE SPACER IS

OF BORE SPACER

LARGE GROUT OVERFLOW AREA AT THE TOP

WALL TO ENHANCE SLIDING ACTION.

.094X45° ON BOTH SIDES OF EACH BORE SPACER

THE GROUTING OPERATION. SLOT IS CHAMFERED

ANGULAR POSITION DURING INSTALLATION AND

SPACERS AND CONDUITS IN THE CORRECT

THIS SLOT & "L" ANGLE HOLD THE BORE

POLYOLEFIN, WHEEL ASSEMBLY

FACTORY INSTALLED 3" DIAMETER

"L" ANGLE TO CASING ID.

IN THE CASING AS SHOWN. TACK WELD

SMOOTH FORMING A CONTINUOUS RAIL

FIELD WELDED TOGETHER AND GROUND

LENGTHS OF "L" ANGLE SHOULD BE

3X3X.25 THICK STEEL "L" ANGLE.

BANK FLOATS TO THE TOP

HIT INSIDE OF CASING EVEN IF DUCT

BELLED END OF CONDUIT WILL NOT

AS THEY ARE PULLED THROUGH THE CASING.

HAVE LESS OF A TENDENCY TO "CORKSCREW"

NOTE: DOUBLE WALL BORE SPACERS

FLOAT STOP (2 REQ'D PER HALF)

WITHDRAWAL OF GROUT INJECTION PIPE.

SIDE OF BORE SPACER TO AID IN THE

CORNER IS BROKEN .312X22.5° ON ONE

STRENGTH, 7% MAS. STRETCH AND STEEL SEALS.

B. 3/4" WIDE POLYPROPYLENE STRAPPING HAVING A 1400 LB BREAKING

BUCKLES HAVING A MIN. BREAKING STRENGTH OF 1875 LBS.

A. 5/8" WIDE X .030 THICK 201 STAINLESS STEEL BANDS AND

AS SHOWN BY THE PHANTOM LINES:

OF THE FOLLOWING ON EACH SIDE OF EACH BORE SPACER

SECURE CONDUITS TO BORE SPACERS BY INSTALLING ONE

D

D

UNDISTURBED SOIL

2" PVC SHC 40 CONDUIT2" PVC SHC 40 CONDUIT

FILL PIPE WITH FLOWABLE GROUT PER SPEC 02300

SECTION E-E (SHEET E-002)

SECTION C-C (SHEET E-002)

SECTION B-B (SHEET E-002)SECTION A-A (SHEET E-002)

SECTION D-D (UNDER TRACKS)

BALLAST

CONCRETE 4000 PSI

FROM RECEIVING PIT TO JACKING PIT

APPROXIMATE LENGTH OF THE CASING,

REFER TO THE CIVIL PLANS FOR THE

APPROX. 12"

APPROX. 12"

SUBBALLAST

4' MIN.

6' MIN.

PROPERTIES

SECTION 02300 FOR

48" STEEL SLEEVE SEE

NOTES

1C 4

C5C

6C

8C

3C

7C

SPACER(SEE NOTE 1)

COMPLEMENT BORE

DOUBLE WALL, FULL

AS SHOWN IN SECTION C-C, UNTIL DUCTS ENTER STEEL UNDERTRACK CASING.

CONFIGURATION SHOWN IN SECTION D-D. DUCTS SHALL BE ENCASED IN CONCRETE WITH REBAR,

SHALL FLARE INWARDS TO TRANSITION FROM THE CONFIGURATION SHOWN IN SECTION C-C TO THE

WHERE DUCTS TRANSITION FROM CONCRETE DUCT BANK TO STEEL UNDERTRACK CASING, DUCTS 13.

CONTRACTOR TO INSTALL BORE SPACERS, CONDUIT, CABLE AND GROUT.12.

CONTRACTOR TO INSTALL 48" STEEL SLEEVE UNDER TRACKS.11.

ACTUAL QUANTITY OF GROUT USED SHOULD BE MEASURED AND RECORDED.10.

BANK WILL FLOAT TO THE TOP OF THE CASING.

DEPENDING ON THE GROUT SPECIFIC GRAVITY AND GROUT FLOW, IT IS POSSIBLE THAT THE DUCT9.

TO EXCEED THE HYDRAULIC COLLAPSE PRESSURE OF THE CONDUITS.

WHEN FILLING THE AREA BETWEEN THE CONDUITS AND CASING WITH GROUT, TAKE CARE NOT 8.

LOAD ON EACH BORE SPACER.

BORE SPACERS ARE MORE OR LESS FILLED SEQUENTIALLY, PLACING A TEMPORARY THRUST

AS THE GROUT IS PUMPED INTO THE CASING, THE COMPARTMENTS FORMED BETWEEN THE

IT IS ESSENTIAL THAT THE BORE SPACERS ARE HELD IN PLACE RELATIVE TO THE CONDUIT. 7.

INJECTION PIPE" OR "STATIONARY SACRIFICIAL INJECTION PIPE" METHODS OF GROUT FILLING.

THE BORE SPACER WILL ACCOMMODATE THE "SINGLE-END", "FLUSH COUPLED EXTRACTABLE6.

CASING UNLESS AN "OFF CENTER WEIGHT TECHNIQUE" OR "L" ANGLE AND SLOT IS USED.

IT IS POSSIBLE THAT THE DUCT BANK WILL ROTATE (CORKSCREW) AS IT IS PULLED THRU THE5.

THIS BORE SPACER IS DESIGNED FOR A CASING THAT IS STRAIGHT AND TRUE. 4.

ARE ASSEMBLED AND PULLED INTO THE CASING.

END OF THE CASING TO SUPPORT SECTIONS OF DUCT BANK AS THEY

A TROUGH OR FEEDER BRIDGE SHOULD BE CONSTRUCTED AT THE LEADING3.

PROJECTIONS AND SEAMS THAT MIGHT IMPEDE THE ROLLING OF WHEELS.

THE CASTING ID MUST BE SMOOTH AND FREE FROM RIDGES, 2.

FOR EVERY 5 FEET OF DUCT BANK.

USE ONE BORE SPACER SUPPLIED BY UNDERGROUND DEVICES,INC. (OR APPROVED EQUAL)1.

49990-F

N01.dgn

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FN-0015

18

SHEET NUMBER

DWG. NO.:

OF

OF

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TRANSPORTATION

PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

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YA

P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

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ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

FENCING GENERAL NOTES

NEC 2008 AND SPECIFICATIONS.

INDUSTRY STANDARDS, CODES, PLANS, ACCORDANCE WITH

ALL GROUNDING MATERIALS AND WORKMANSHIP SHALL BE IN 17.

FN-005 FOR GROUNDING DETAILS.

SUBSTATION FENCES SHALL BE GROUNDED. REFER TO SHEET 16.

IN 3" LIFTS TO ACHIEVE PROFILE.

FILLED WITH NO. 57 STONE AND MECHANICALLY COMPACTED

REQUIRE GRADING TO MATCH THE FENCE PROFILE SHALL BE

AREAS AROUND EXISTING AND PROPOSED FENCING THAT 15.

AASHTO NO. 57 STONE.

ALL NON-CONCRETE AREAS WITHIN THE FENCED AREA WILL BE COVERED WITH 6" OF14.

OR DEEPER IF REQUIRED BY THE FENCE MANUFACTURERS SPECIFICATIONS.

ALL FOOTINGS SHALL BE INSTALLED TO A DEPTH BELOW THE FROST LINE 13.

BACKFILL TRENCHES WITH EXCAVATED MATERIAL AND COMPACT THE MATERIAL PER SPECIFICATION 02220.12.

FENCE/GATES SHALL BE PROVIDED WITH FACILITY FOR SEPTA LOCKS.11.

BE RETURNED TO SEPTA.

STANDARDS. ALL SIGNING REMOVED AND NOT REINSTALLED SHALL

WARNING SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH SEPTA10.

PROVIDE ADDITIONAL SECURITY AND PREVENT UNAUTHORIZED ACCESS.

ALL FENCE TERMINATIONS SHALL CONFORM TO THE FENCING DETAILS TO 9.

THE DETAILS OR IN SPECIFICATION 02821.

SPECIFIED PERFORMANCE, FEATURES OR FUNCTION SHOWN IN

MANUFACTURER'S SPECIFICATIONS DO NOT MEET THE

SHALL CONSULT WITH THE DESIGN ENGINEER IF ANY OF THE

MANUFACTURER'S INSTALLATION SPECIFICATIONS. INSTALLER

FENCE, GATES AND ACCESSORIES SHALL CONFORM TO THE

PERFORMANCE, FEATURES AND FUNCTION. INSTALLATION OF

CONFIGURATIONS ARE PROVIDED TO SPECIFY REQUIRED

DETAILS SHOWING FENCING MATERIALS AND INSTALLATION 8.

DIGGING.

ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS BEFORE

CONTRACTOR SHALL LOCATE AND CONFIRM THE LOCATION OF 7.

AND EQUIPMENT THROUGHOUT CONSTRUCTION.

ALL ELECTRICAL CLEARANCES ARE MAINTAINED BETWEEN FENCE

CONTRACTOR SHALL ENSURE AT SUBSTATION FACILITIES THAT 6.

STRENGTH OF 4000 P.S.I. AT 28 DAYS.

ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5.

LINES PRIOR TO BEGINNING ANY WORK.

INSTALLER SHALL CONFIRM THE LOCATION OF ALL PROPERTY 4.

ALL WORK SHALL BE COMPLETED INSIDE SEPTA PROPERTY.3.

SPECIFICATION 02821.

ENSURE THAT FENCE POSTS AND MATERIAL CONFORM TO THE 2.

FN-004) FOR DETAILS ON ALL FENCE COMPONENTS.

REFER TO TYPICAL FENCING DETAIL DRAWINGS (FN-003, 1.

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FN-0025

19AS SHOWN ON E-004

AND ALL CLEARANCE REQUIREMENTS FOR THE ELECTRICAL EQUIPMENT

INSTALL FENCE IN ACCORDANCE WITH SPECIFICATION 028212.

INSTALLATION PROCEDURES AND SHOP DRAWINGS.

FENCE DIMENSIONS WITH THE APPROVED FINAL ELECTRICAL EQUIPMENT

* DENOTES THE CONTRACTOR SHALL COORDINATE THE REQUIRED FINAL1.

NOTES:

**

*

*

*

*

*

21'-5"

19'-

9"

20'-0"

12'-

3"

79'-3"

32'-

0"

27'-1"

ATS

500KVA

GENERATOR

OF

HM

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ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

SHEET NUMBER

DWG. NO.:

OF

OF

SHT. NO.:

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AUTHORITY

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PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

TE

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CRIP

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P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

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N.T.S.

FENCING PLAN

LINK FENCE

PROPOSED CHAIN

FN03

1

FN04

1

FN03

3

49990-F

N03.dgn

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FN-003

22

5

20

SHEET NUMBER

DWG. NO.:

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CK'D

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P'D

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DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

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ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

INSIDE OUTSIDE

CHAIN LINK

1" - 9GA.

8'

12"

STANDARD POST

DIAMETER 3"

REGULAR 1" MESH

GRADE

STONE 6"

TENSION WIRE

CHAIN LINK

1" - 9GA.

TENSION WIRE

8'

CHAIN LINK-TYPICAL FENCE PANEL CHAIN LINK-TYPICAL FENCE CORNERSECTION

STANDARD POST

DIAMETER 3"

GRADE

3'-

0"

MIN.

(TYP.)STONE 6"

(TYP.)CONCRETE

(TYP.)CONCRETE (TYP.)

CONCRETE

(TYP.)STONE 6"

6' (TYP.)

PER SPECIFICATIONCOMPACTED STONEFABRIC ANDINSTALL FILTER

TENSION WIRE

1

SCALE: NTS

2

SCALE: NTS

3

SCALE: NTS

FN03

2

DIAMETER 6 5/8"

CORNER POST

EVEN WITH GRADE

FENCE TO BE

FN003FN003FN003

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FN-0044 5

SHEET NUMBER

DWG. NO.:

OF

OF

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PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

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P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

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P

ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

INSIDEOUTSIDE

REGULAR 1" MESHPOST 6 5/8"

2" MAX GAP (TYP.)

STONE 6" STONE 6"

2' MAX. GAP

2" MAX. GAP

HINGE ASSEMBLYHINGE ASSEMBLY

CHAIN & PADLOCK

658"

STONE 6"

1 5/8" GATE

FRAME (TYP.)

HINGE

ASSEMPLY (TYP.)

658"

TENSION WIRE

10' SWING GATE SECTION

10' SWING GATE SECTION

SEPTA PM AND PECO.

AN 1103 PADLOCK. COORDINATE WITH

DEVICE THAT WILL ALLOW THE USE OF

GATE SHALL BE CONSTRUCTED WITH A

CONCRETE

ELEVATION

PLAN

1

SCALE: NTS

2

2

SCALE: NTSFN004

FN004

FN004

49990-F

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FN-005

FE

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S

5 5

SHEET NUMBER

DWG. NO.:

OF

OF

SHT. NO.:

REV. NO.:

AUTHORITY

TRANSPORTATION

PENNSYLVANIA

SOUTHEASTERN

CK'D

DA

TE

RE

VD

ES

CRIP

TIO

NB

YA

P'D

SCALE:

DRAWN BY:DATE:

WORK ORDER NO.:

SCALE FACTOR:

CHECKED BY:

ARCHIVE NO.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:8/23/2016

OF

HM

O

AI

VAN

SY

E

NN

L

NOMAWE

TL

C

P

ENGINEER

PROFESSIONAL

REGISTERED

ALFRED M. TROTTA

PE045620

TENSION WIRE

DIAMETER 3"

STANDARD POST

REGULAR 1" MESH

CADWELD TYPE TA

OF FENCE TYPICAL)

GROUND WIRE (3 FEET OUTSIDE

N.T.S.

FENCE GROUNDING, LINE & CORNER POST

OF FENCE TYPICAL)

GROUND WIRE (3 FEET OUTSIDE

N.T.S.

REGULAR 1" MESH

GATE AND GATE POST GROUNDING

#4/0 CU

#4/0 CU

#2 AWG

BOLT CONNECTOR

TINNED SPLIT

CADWELD TYPE VB

CADWELD TYPE VB

CADWELD TYPE TA

#4/0

FLEX JUMPER

CADWELD FJCADWELD TYPE VB

GATE POST

GATE FRAME

POST 6 5/8"FRAME (TYP.)

1 5/8" GATE

CHIEF ENGINEER - EM&C Transportation Authority SINGLE LINE DIAGRAM E-002 SUBSTATION SITE PLAN E-001...

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Transcript of CHIEF ENGINEER - EM&C Transportation Authority SINGLE LINE DIAGRAM E-002 SUBSTATION SITE PLAN E-001...