![Storylining Suspense: An Authoring Environment for ...wscg.zcu.cz/wscg2003/Papers_2003/I53.pdf · the Russian formalist Vladimir Propp [Propp58]. He defined a story as a set of morphological](https://static.fdocuments.us/doc/165x107/5f10cf547e708231d44aec84/storylining-suspense-an-authoring-environment-for-wscgzcuczwscg2003papers2003i53pdf.jpg)
SPRING ROAD / SR 34 6+00 5+00 4+00 3+00 2+00 1+00 …files.dep.state.pa.us/ProgramIntegration/PA...
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GAS GAS GAS GAS GAS GAS GAS GEOTECH SB-02 SPRING RD / SR 34 N40.240006 W77.180054 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 GEOTECH SB-01 GEOTECH SB-03 HDD ENTRY / EXIT N40.240473 W77.181060 HDD ENTRY / EXIT N40.237014 W77.173584 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 25+50 EDGE OF CONODOGUINET CREEK BANK S-I53 14+48 EDGE OF CONODOGUINET CREEK BANK S-I53 12+70 HDD ENTRY / EXIT 24+38 EL.402' HDD ENTRY / EXIT 0+00 EL.416' 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 CONODOGUINET CREEK S-I53 13+50 36' 14° SPRING RD / SR 34 21+10 CL STREAM S-I54 19+62 STRUCTURE EDGE REED BEDS 9+00 UTILITY SANITARY SEWER 10+20 UTILITY WATER 10+03 UTILITY SANITARY SEWER 18+39 UTILITY TELEPHONE 21+73 UTILITY WATER 21+59 OVERHEAD ELECTRIC 20+83 R=1600' L=387' S=391' R=1600' L=278' S=279' APPROXIMATE BEDROCK GEOTECH SB-02 14+74, 265' LT GEOTECH SB-01 21+73, 73' LT CL STREAM S-K45 4+47 DRIVEWAY 9+87 STRUCTURE EDGE REED BEDS 7+06 UTILITY SANITARY SEWER 3+42 UTILITY SANITARY SEWER 1+76 UTILITY WATER 18+62 UTILITY WATER 7+03 EDGE OF ROAD 20+97 UTILITY WATER 21+57 EDGE OF ROAD 21+23 DRIVEWAY 10+62 CULVERT 10+54 STRUCTURE 10+30 UTILITY WATER 9+02 UTILITY WATER 9+42 OVERHEAD ELECTRIC 9+57 OVERHEAD ELECTRIC 9+86 59' UTILITY WATER 12+18 STRUCTURE 10+21 GEOTECH SB-03 5+08, 118' RT APPROXIMATE BEDROCK EDGE OF WETLAND K44 EDGE OF WETLAND K44 EDGE OF WETLAND I36 EDGE OF WETLAND I36 EDGE OF WETLAND J10 EDGE OF WETLAND J9 EDGE OF WETLAND J9 56' 61' PULLBACK ALONG ROW PA-CU-0130.0001 PA-CU-0127.0000 SPRING ROAD / SR 34 CONODOGUINET CREEK 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 DATE BY CHK DATE REVISIONS DATE APP NOTES Sunoco Logistics Partners 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 AAW 08/31/15 03/15/16 08/31/15 09/06/15 EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16 MRS RMB AAW 10/07/16 ES-4.51 10/07/16 EP1 REVISED PER PADEP COMMENTS MRS RMB AAW 05/20/16 SHEET 32 05/20/16 EP JTW RMB AAW 03/15/16 ES-4.52 03/15/16 B ADDED GEOTECH INFO MRS RMB AAW 09/06/15 SHEET 32 09/06/15 2438' 2448'
Transcript of SPRING ROAD / SR 34 6+00 5+00 4+00 3+00 2+00 1+00 …files.dep.state.pa.us/ProgramIntegration/PA...
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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'
AutoCAD SHX Text
S-K45S-K45
AutoCAD SHX Text
S-K42S-K42
AutoCAD SHX Text
S-K43S-K43
AutoCAD SHX Text
S-I54S-I54
AutoCAD SHX Text
S-I53S-I53
AutoCAD SHX Text
W-BB139W-BB139
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W-I36W-I36
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W-K39W-K39
AutoCAD SHX Text
W-K38W-K38
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W-K44W-K44
AutoCAD SHX Text
W-K44W-K44
AutoCAD SHX Text
W-J9W-J9
AutoCAD SHX Text
W-K44W-K44
AutoCAD SHX Text
W-K37W-K37
AutoCAD SHX Text
W-K39W-K39
AutoCAD SHX Text
W-K38W-K38
AutoCAD SHX Text
W-I36W-I36
AutoCAD SHX Text
W-I36W-I36
AutoCAD SHX Text
(303) 792-5911
