0+

00

1+

00

2+

00

3+

00

4+

00

5+

00

6+

00

7+

00

8+

00

9+

00

10

+0

0

11

+0

0

12

+0

0

13

+0

0

14

+0

0

15

+0

0

16

+0

0

17

+0

0

18

+0

0

19

+0

0

20

+0

0

21

+0

0

22

+0

0

23

+0

0

24

+0

0

25

+0

0

25

+4

1

HDD ENTRY/EXIT

N40.082832

W75.717335

HDD EXIT/ENTRY

N40.079035

W75.709717

GEOTECH SB-01

GEOTECH SB-02

GEOTECH SB-03

200

300

400

500

600

200

300

400

500

600

-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 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

DR

IV

EW

AY

5+

19

DR

IV

EW

AY

7+

10

DR

IV

EW

AY

5+

19

HD

D E

XIT

/E

NT

RY

25+

41

EL.398'

1576'

202'

331'

10°

STA. 22+15

EL. 341'

STA. 19+37

EL. 316'

STA. 15+68

EL. 325'

114'

40'

GRADE

MILF

OR

D R

D

2+

31

HIG

HV

IE

W R

D

16+

99

6°

28'

STA. 17+35

EL. 316'

R=1600'

L=278'

S=279'

ED

GE

O

F R

D

17+

17

SA

NIT

AR

Y

17+

16

FIB

ER

O

PT

IC

16+

30

TE

LE

PH

ON

E

16+

75

ED

GE

O

F R

D

16+

83

WA

TE

R

16+

86

8" S

UN

OC

O P

IP

ELIN

E

17+

07

36'

DR

IV

EW

AY

8+

48

OV

ER

HE

AD

P

OW

ER

1+

99

OV

ER

HE

AD

P

OW

ER

2+

10

ED

GE

O

F R

D

2+

10

OV

ER

HE

AD

P

OW

ER

3+

51

ED

GE

O

F R

D

3+

31

LIT

TLE

C

ON

ES

TO

GA

R

D

2+

89

WA

TE

R

2+

72

APPROXIMATE BEDROCK

GE

OT

EC

H S

B-02

12+

36, 34' R

T

GE

OT

EC

H S

B-03

23+

38, 40' LT

HD

D E

NT

RY

/E

XIT

0+

00

EL.490'

GE

OT

EC

H S

B-01

1+

88, 61' LT

ED

GE

O

F W

ET

LA

ND

H

17

CL S

TR

EA

M S

-H

10

23+

25

ED

GE

O

F W

ET

LA

ND

H

17

CL S

TR

EA

M S

-H

11

22+

80

36'

OV

ER

HE

AD

P

OW

ER

7+

43

OV

ER

HE

AD

P

OW

ER

5+

33

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

-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=):

16" x 0.438" W.T., X-70, 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.

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

16

08/31/15

05/10/16

LITTLE CONESTOGA ROAD

1"=250'

PA-CH-0100.0000-RD-16

CHESTER COUNTY, PA - UWCHLAN TOWNSHIP

S3-0290-16

A ISSUED FOR BIDMRS RMB AWW08/31/15

03/15/16

08/31/15

09/25/15

ES-6.27

EP1 REVISED PER PADEP COMMENTSJTW RMB AAW05/10/16

SHEET 17

05/10/16

EP MRS RMB AAW03/15/16

ES-6.29

03/15/16

B ADDED GEOTECH INFOMRS RMB AAW09/25/15

SHEET 16

09/25/15

2541'

2557'

0

FEET

125 125 250

PA-CH-0110.0000

PA-CH-0099.0000

20" PROPOSED PIPELINE

8" SUNOCO PIPELINE

H

I

G

H

V

I

E

W

R

D

L

I

T

T

L

E

C

O

N

E

S

T

O

G

A

R

D

MILF

OR

D R

D

16" PROPOSED PIPELINE

PA-CH-0109.0000-TAR

PA-CH-0108.0001

PA-CH-0108.0000

PA-CH-0106.0000-ABTE

PA-CH-0107.0000

PA-CH-0106.0000

PA-CH-0105.0000

PA-CH-0104.0000

PA-CH-0103.0000

PA-CH-0102.0000

PA-CH-0100.0000

PA-CH-0101.0000

PA-CH-0100.0100

PA-CH-0099.0000-ABTS

PA-CH-0101.0000-ABTE

PA-CH-0101.0000-ABTE2

PA-CH-0101.0000-ABTE3

NOTE: REFER TO TEST BORING LOG S3-0290

FOR COMPLETE SOIL MATERIAL DESCRIPTION

-NG EL. 499'

GEOTECH SB-01

-TOPSOIL (0' - 0.3')

-SM (0.3' - 30.0')

-COMPLETION

DEPTH EL. 469'

-CL (1.0' - 6.5')

-NG EL. 390'

GEOTECH SB-03

-TOPSOIL (0' - 1.0')

-SM (6.5' - 30.0')

-COMPLETION

DEPTH EL. 360'

-GROUNDWATER (16.0')

-NG EL. 460'

GEOTECH SB-02

-TOPSOIL (0' - 0.7)

-SM (0.7' - 7.0')

-COMPLETION

DEPTH EL. 448'

-GNEISS (7.0' - 12.0')