PROPOSED 20" PIPELINE

10+

00

11+

00

12+

00

13+

00

14+

00

15+

00

16+

00

17+

00

18+

00

19+

00

20+

00

21+

00

22+

00

23+

00

24+

00

25+

00

26+

00

27+

00

28+

00

29+

00

30+

00

31+

00

32+

00

33+

00

33+

38

HDD ENTRY/EXIT

N39.893592

W75.431051

SE PENNSYLVANIA RR

N39.897363

W75.434522

GLEN RIDDLE ROAD

N39.895916

W75.433190

SUNOCO EASEMENT

LIMITS - NOT LOD

PROPOSED 16" PIPELINE

GEOTECH SB-03

GEOTECH SB-04

-100

0

100

200

300

-100

0

100

200

300

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00

1247'

STA. 29+47

EL. 31'

HD

D E

NT

RY

/E

XIT

33+

38

EL.69'

10°'

60'

43'

R=2000'

L=347'

S=349'

EX

IS

TIN

G T

ELE

PH

ON

E

19+

86

GLE

N R

ID

DLE

R

OA

D

23+

00

EX

IS

TIN

G S

EW

ER

LIN

E

26+

42

UN

DE

RG

RO

UN

D E

LE

CT

RIC

AL

26+

90

EX

IS

TIN

G W

AT

ER

LIN

E

26+

34

UN

DE

RG

RO

UN

D E

LE

CT

RIC

AL

23+

56

EX

IS

TIN

G W

AT

ER

LIN

E

23+

24

EX

IS

TIN

G S

EW

ER

LIN

E

23+

08

EX

IS

TIN

G G

AS

LIN

E

22+

76

EX

IS

TIN

G W

AT

ER

LIN

E

21+

90

OV

ER

HE

AD

E

LE

CT

RIC

22+

81

ED

GE

O

F W

ET

LA

ND

I1

CL S

TR

EA

M S

-I2

32+

36

ED

GE

O

F W

ET

LA

ND

I1

14'

STA. 32+95

EL. 62'

APPROXIMATE

BEDROCK

GE

OT

EC

H S

B-03

18+

62, 57' R

T

GE

OT

EC

H S

B-04

29+

68, 112' R

T

APPROXIMATE

BEDROCK

-INCH HORIZONTAL DIRECTIONAL DRILL

REF. DRAWING

EROSION & SEDIMENT PLAN

AERIAL SITE PLAN

PLAN VIEW

PROFILE VIEW

NO. DESCRIPTION DATEBY CHK DATE

REVISIONS

DATEAPP

NOTES Sunoco LogisticsPartners L.P.

SUNOCO PIPELINE, L.P.

1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83

2. STATIONING IS BASED ON HORIZONTAL DISTANCES.

3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION

OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS

FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,

LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO

DIGGING.

5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.

PENNSYLVANIA PIPELINE PROJECT

DESIGN AND CONSTRUCTION:

1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON

THIS DRAWING.

2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS

THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED

PIPELINE.

3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4

4. CROSSING PIPE SPECIFICATION:

HDD HORZ. LENGTH (L=):

HDD PIPE LENGTH (S=):

20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW

COATING: 14-16 MILS FBE WITH 30-35 MIL ARO (POWERCRETE R95)

5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50).

6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).

7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND

STREAM CROSSINGS.

8. CARRIER PIPE NOT ENCASED.

9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR

WRITTEN APPROVAL FROM THE ENGINEER.

10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.

11. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.

LEGEND

PERMANENT ROW

TEMPORARY CONSTRUCTION ROW

TEMPORARY WORKSPACE

TEMPORARY ACCESS ROAD

PERMANENT ACCESS ROAD

SPOIL SPACE ONLY

PROPOSED HDD

PROPOSED 20" PIPELINE

PROPOSED 16" PIPELINE

HDD ENTRY-EXIT

PEM WETLANDS

PSS WETLANDS

PFO WETLANDS

12. SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN

WILL BE IMPLEMENTED AT ALL TIMES.

13. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL

TIMES.

TO

TO

DWG NO DWG NO DESCRIPTION

20

03/27/15

09/30/16

02/26/16

05/10/16

GLEN RIDDLE RD, SOUTHEASTERN PENNSYLVANIA RR

1"=200'

PA-DE-0100.0000-RRb

DELAWARE COUNTY, PENNSYLVANIA - UPPER CHICHESTER TOWNSHIP

S3-0620

A ISSUED FOR REVIEWJAM RMB AAW03/27/15

08/31/15

03/27/15

EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16 DLM RMB AAW09/30/16

07/31/15

09/30/16

EP1 REVISED PER PADEP COMMENTSMRS RMB AAW05/10/16

ES-6.18

05/10/16

EP MRS RMB AAW02/26/16

SHEET 13

02/26/16

C ISSUED FOR BID / DESIGN CHANGE MRS RMB AAW08/31/15

ES-6.20

08/31/15

B ISSUED FOR BIDDLM RMB AAW07/31/15

SHEET 12

07/31/15

3338'

3373'

0

FEET

100 100 200

STA 17+00

GRADE

PU

LLB

AC

K A

LO

NG

RO

W

EXISTING SUNOCO PIPELINES

PA-DE-0103.0001

GLE

N R

ID

DLE

R

D

SEE PA-DE-0100.0000-RRa

NOTE: REFER TO TEST BORING LOG S3-0620

FOR COMPLETE SOIL MATERIAL DESCRIPTION

-NG EL. 127'

GEOTECH SB-03

-TOPSOIL (0' - 0.5')

-COMPLETION

DEPTH EL. 86'

-GROUNDWATER (28.0')

-SM (0.5' - 31.0')

-WEATHERED GNEISS

(28.0' - 41.0')

-SC (0.1' - 4.0')

-NG EL. 72'

GEOTECH SB-04

-TOPSOIL (0' - 0.1')

-CL (4.0' - 6.5')

-COMPLETION

DEPTH EL. 60'

-WEATHERED GNEISS

(12.0' - 12.3')

-GROUNDWATER (4.0')

-SM (6.5' - 12.0')