Post on 22-May-2018
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GEOTECH SB-02
SPRING RD / SR 34
N40.240006
W77.180054
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GEOTECH SB-01
GEOTECH SB-03
HDD ENTRY / EXIT
N40.240473
W77.181060
HDD ENTRY / EXIT
N40.237014
W77.173584
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-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+50
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-I5
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+4
8
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.4
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'
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.4
16
'
47'
59'
1503'
93'
STA. 19+80
EL. 346'
STA. 4+77
EL. 346'
STA. 0+90
EL. 394'
182'
STA. 22+58
EL. 370'
10°
CL
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-I5
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36'
14°
SP
RIN
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D / S
R 3
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CL
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TR
EA
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-I5
4
19
+6
2
ST
RU
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UR
E E
DG
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UT
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Y S
AN
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AR
Y S
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+2
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UT
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+0
3
UT
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Y T
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UT
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9
OV
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HE
AD
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LE
CT
RIC
20
+8
3
R=1600'
L=387'
S=391'
R=1600'
L=278'
S=279'
APPROXIMATE
BEDROCK
GE
OT
EC
H S
B-0
2
14
+7
4, 2
65
' L
T
GE
OT
EC
H S
B-0
1
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+7
3, 7
3' L
T
CL
S
TR
EA
M S
-K
45
4+
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DR
IV
EW
AY
9+
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ST
RU
CT
UR
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7+
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UT
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Y S
AN
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AR
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3+
42
UT
IL
IT
Y S
AN
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AR
Y S
EW
ER
1+
76
UT
IL
IT
Y W
AT
ER
18
+6
2
UT
IL
IT
Y W
AT
ER
7+
03
ED
GE
O
F R
OA
D
20
+9
7
UT
IL
IT
Y W
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+5
7
ED
GE
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F R
OA
D
21
+2
3
DR
IV
EW
AY
10
+6
2
CU
LV
ER
T
10
+5
4
ST
RU
CT
UR
E
10
+3
0
UT
IL
IT
Y W
AT
ER
9+
02
UT
IL
IT
Y W
AT
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9+
42
OV
ER
HE
AD
E
LE
CT
RIC
9+
57
OV
ER
HE
AD
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LE
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RIC
9+
86
59'
UT
IL
IT
Y W
AT
ER
12
+1
8
ST
RU
CT
UR
E
10
+2
1
GE
OT
EC
H S
B-0
3
5+
08
, 1
18
' R
T
APPROXIMATE
BEDROCK
ED
GE
O
F W
ET
LA
ND
K
44
ED
GE
O
F W
ET
LA
ND
K
44
ED
GE
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I3
6
ED
GE
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F W
ET
LA
ND
I3
6
ED
GE
O
F W
ET
LA
ND
J1
0
ED
GE
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F W
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LA
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J9
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GE
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F W
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LA
ND
J9
56'
61'
P
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B
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PA-CU-0130.0001
PA-CU-0127.0000
S
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D
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S
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3
4
C
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K
0
FEET
100 100 200
PROPOSED 16" PIPELINE
PROPOSED 20" PIPELINE
GRADE
REED BEDS
NOTE: REFER TO TEST BORING LOG S2-0190
FOR COMPLETE SOIL MATERIAL DESCRIPTION
GEOTECH SB-01
-NG EL. 402'
-CL (2.0' - 8.5')
-TOPSOIL (0' - 2.0')
-SM (8.5' - 13.5')
-SHALE (13.5' - 18.8')
-COMPLETION
DEPTH EL. 383.2'
GEOTECH SB-02
-NG EL. 410'
-CL (0.5' - 9.0')
-TOPSOIL (0' - 0.5')
-SM (9.0' - 25.0')
-SHALE (25.0' - 28.2')
-COMPLETION
DEPTH EL. 381.8'
-GROUNDWATER (11.0')
-GROUNDWATER (17.0')
-AUGER REFUSAL (18.8')
GEOTECH SB-03
-NG EL. 407'
-TOPSOIL (0' - 0.6')
-SM (0.6' - 14.0')
-GRAY CALCEROUS
SHALE (20.0' - 30.0')
-COMPLETION
DEPTH EL. 377'
-AUGER REFUSAL (14.0')
SUNOCO EASEMENT
LIMITS - NOT LOD
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
05/20/16
10/07/16
CONODOGUINET CREEK
1"=200'
PA-CU-0128.0000-WX-16
CUMBERLAND COUNTY, PA - NORTH MIDDLETON TOWNSHIP
S2-0190-16
A ISSUED FOR BID MRS RMB AAW08/31/15
03/15/16
08/31/15
09/06/15
EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16MRS RMB AAW10/07/16
ES-4.51
10/07/16
EP1 REVISED PER PADEP COMMENTS MRS RMB AAW05/20/16
SHEET 32
05/20/16
EPJTW RMB AAW03/15/16
ES-4.52
03/15/16
B ADDED GEOTECH INFOMRS RMB AAW09/06/15
SHEET 32
09/06/15
2438'
2448'