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PROPOSED 20" PIPELINE
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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')
