Upload
others
View
2
Download
0
Embed Size (px)
Citation preview
0+
00
1+
00
2+
00
3+
00
4+
00
5+
00
6+
00
7+
00
8+
00
9+
00
10
+0
0
10
+8
5
PROPOSED 20" PIPELINE
EXISTING SUNOCO PIPELINE
EXISTING SUNOCO PIPELINE
LE
WIS
BE
RR
Y R
D.
GASGASGASGAS
GASGAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GASGAS
GASGAS
GAS
GA
S
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS
GASGAS
GAS GAS GASGAS GAS GAS GAS
HDD ENTRY/EXIT
N40.192213
W076.893375
HDD EXIT/ENTRY
N40.192235
W076.889491
GEOTECH SB-01
GEOTECH SB-02
GEOTECH SB-03
400
500
600
400
500
600
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50
HD
D E
NT
RY
/E
XIT
0+
00
EL.519'
LE
WIS
BE
RR
Y R
D
8+
85
HD
D E
XIT
/E
NT
RY
10+
85
EL.562'
STA. 0+27
EL. 515'
STA. 7+53
EL. 515'
8°
27'
335'
STA. 3+05
EL. 495'
STA. 4+74
EL. 495'
24'
169'
GRADE
DR
IV
EW
AY
6+
60
DR
IV
EW
AY
9+
54
OV
ER
HE
AD
E
LE
CT
RIC
9+
00
23'
14'
R=2000'
L=278'
S=279'
R=2000'
L=278'
S=279'
8°
GE
OT
EC
H S
B-02
5+
57, 62' LT
GE
OT
EC
H S
B-03
9+
86, 39' R
T
GE
OT
EC
H S
B-01
1+
96, 79' R
T
APPROXIMATE BEDROCK
APPROXIMATE BEDROCK
PA-YO-0019.0000
0
FEET
50 50 100
PA-YO-0020.0001
PA-YO-0018.0000
PA-YO-0020.0000
PA-YO-0019.0000-ABTS
PA-YO-0016.0000
PA-YO-0015.0000-ABTE2
PA-YO-0015.0001
PULLBACK ALONG ROW
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
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=):
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.
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
03/25/15
09/30/16
03/15/16
05/09/16
LEWISBERRY ROAD
1"=100'
PA-YO-0016.0000-RD
YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP
S2-0260
A ISSUED FOR REVIEWJAM RMB AAW03/25/15
09/17/15
03/25/15
EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16 MRS RMB AAW09/30/16
07/31/15
09/30/16
EP1 REVISED PER PADEP COMMENTSMRS RMB AAW05/09/16
ES-4.04
05/09/16
EP JTW RMB AAW03/15/16
SHEET 3
03/15/16
C ADDED GEOTECH INFO MRS RMB AAW09/17/15
ES-4.04
09/17/15
B ISSUED FOR BIDMRS RMB AAW07/31/15
SHEET 3
07/31/15
1085'
1089'
SEE E&S PLAN FOR
WETLAND AND STREAM
TRAVEL LANE CROSSINGS
SUNOCO EASEMENT LIMITS - NOT LOD
PROPOSED 16" PIPELINE
-TOPSOIL (0' - 0.3')
-SM (11.5' - 19.7')
GEOTECH SB-01
-NG EL. 523'
-COMPLETION
DEPTH EL. 503'
-ML (0.3' - 11.5')
-SANDSTONE (19.7' - 20.0')
-GROUNDWATER (14.2')
-TOPSOIL (0' - 0.5')
-SM (0.5' - 25.0')
GEOTECH SB-02
-NG EL. 535'
-COMPLETION
DEPTH EL. 502'
-SANDSTONE (25.0' - 33.0')
-GROUNDWATER (14.0')
-TOPSOIL (0' - 0.7')
-SM (11.5' - 18.5')
GEOTECH SB-03
-NG EL. 557'
-COMPLETION
DEPTH EL. 541'
-GROUNDWATER (15.5')
-SM (0.7' - 8.5')
NOTE: REFER TO TEST BORING LOG S2-0260
FOR COMPLETE SOIL MATERIAL DESCRIPTION
-AUGER REFUSAL (19.7')
-AUGER REFUSAL (25.0')
-AUGER REFUSAL (18.5')