NO. DATE REVISION
PROJECT NO.
F.B.83 Chestnut Road, P.O . Box 447, P aoli, PA 19301
Chester ValleyENG INE ERS, INC.
PENNSYLVANIA ONE CALL SYSTEM, INC.
TELEPHONE NUMBER.
.
.
.
.
M, . .
AutoCAD SHX Text
UTILITY NOTES 1. ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST WITH PENNDOT SPECIFICATIONS, FORM 408, AS LAST PENNDOT SPECIFICATIONS, FORM 408, AS LAST PENNDOT SPECIFICATIONS, FORM 408, AS LAST SPECIFICATIONS, FORM 408, AS LAST SPECIFICATIONS, FORM 408, AS LAST FORM 408, AS LAST FORM 408, AS LAST 408, AS LAST 408, AS LAST AS LAST AS LAST LAST LAST REVISED, AND WITH THE PENNDOT ROADWAY CONSTRUCTION (RC) STANDARDS. 2. ALL ROADWAY MATERIALS MUST BE OBTAINED FROM A PENNDOT APPROVED SOURCE. ALL ROADWAY MATERIALS MUST BE OBTAINED FROM A PENNDOT APPROVED SOURCE. 3. ALL STORM SEWERS ARE MEASURED CENTERLINE TO CENTERLINE OF THE STORM SEWER STRUCTURES. ALL STORM SEWERS ARE MEASURED CENTERLINE TO CENTERLINE OF THE STORM SEWER STRUCTURES. 4. STORM DRAIN AND SANITARY SEWER PIPE MATERIAL IS INDICATED ON THE PROFILES. STORM DRAIN AND SANITARY SEWER PIPE MATERIAL IS INDICATED ON THE PROFILES. 5. ALL RCP SHALL CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) ALL RCP SHALL CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) RCP SHALL CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) RCP SHALL CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) SHALL CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) SHALL CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) CONFORM TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) TO BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) BD-636M, PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) PENNDOT DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) DM4, APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) APPENDIX H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) H, AND PA INSTALLATION DIRECT DESIGN (PAIDD) AND PA INSTALLATION DIRECT DESIGN (PAIDD) AND PA INSTALLATION DIRECT DESIGN (PAIDD) PA INSTALLATION DIRECT DESIGN (PAIDD) PA INSTALLATION DIRECT DESIGN (PAIDD) INSTALLATION DIRECT DESIGN (PAIDD) INSTALLATION DIRECT DESIGN (PAIDD) DIRECT DESIGN (PAIDD) DIRECT DESIGN (PAIDD) DESIGN (PAIDD) DESIGN (PAIDD) (PAIDD) (PAIDD) COMPUTER PROGRAM, IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND PROGRAM, IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND PROGRAM, IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND ACCORDANCE WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND WITH PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND PENNDOT SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND SPECIFICATIONS, FORM 408, SECTION 601. MANUFACTURE AND FORM 408, SECTION 601. MANUFACTURE AND FORM 408, SECTION 601. MANUFACTURE AND 408, SECTION 601. MANUFACTURE AND 408, SECTION 601. MANUFACTURE AND SECTION 601. MANUFACTURE AND SECTION 601. MANUFACTURE AND 601. MANUFACTURE AND 601. MANUFACTURE AND MANUFACTURE AND MANUFACTURE AND AND AND TEST IN ACCORDANCE WITH PENNDOT PUBLICATION 280. 6. ALL STORM SEWER INLETS SHALL BE PRECAST AND BUILT IN ACCORDANCE WITH PENNDOT STANDARD RC-34. ALL STORM SEWER INLETS SHALL BE PRECAST AND BUILT IN ACCORDANCE WITH PENNDOT STANDARD RC-34. 7. ALL PVC STORM PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. ALL PVC STORM PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. PVC STORM PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. PVC STORM PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. STORM PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. STORM PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. PIPE SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. SHALL BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. BE SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. SDR 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. 35 AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. AND MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. MEET THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. THE REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. REQUIREMENTS OF ASTM D3034 SPECIFICATIONS. OF ASTM D3034 SPECIFICATIONS. OF ASTM D3034 SPECIFICATIONS. ASTM D3034 SPECIFICATIONS. ASTM D3034 SPECIFICATIONS. D3034 SPECIFICATIONS. D3034 SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL HIGH DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE ALL HIGH DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE HIGH DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE HIGH DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE POLYETHYLENE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE (HDPE) PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE PIPE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE SHALL BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE BE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE CORRUGATED EXTERIOR / SMOOTH INTERIOR (DOUBLE EXTERIOR / SMOOTH INTERIOR (DOUBLE EXTERIOR / SMOOTH INTERIOR (DOUBLE / SMOOTH INTERIOR (DOUBLE / SMOOTH INTERIOR (DOUBLE SMOOTH INTERIOR (DOUBLE SMOOTH INTERIOR (DOUBLE INTERIOR (DOUBLE INTERIOR (DOUBLE (DOUBLE (DOUBLE WALLED) PIPE CONFORMING TO ASTM F-2648. 9. TOP OF UNIT ELEVATION = TOP OF GRATE OR RIM ELEVATION. TOP OF UNIT ELEVATION = TOP OF GRATE OR RIM ELEVATION. 10. ALL STORM DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND ALL STORM DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND STORM DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND STORM DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND CONSTRUCTED IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND ACCORDANCE WITH CURRENT PENNDOT STANDARDS, DETAILS AND WITH CURRENT PENNDOT STANDARDS, DETAILS AND WITH CURRENT PENNDOT STANDARDS, DETAILS AND CURRENT PENNDOT STANDARDS, DETAILS AND CURRENT PENNDOT STANDARDS, DETAILS AND PENNDOT STANDARDS, DETAILS AND PENNDOT STANDARDS, DETAILS AND STANDARDS, DETAILS AND STANDARDS, DETAILS AND DETAILS AND DETAILS AND AND AND SPECIFICATIONS. 11. WATERTIGHT PIPE CONNECTIONS ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE WATERTIGHT PIPE CONNECTIONS ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE PIPE CONNECTIONS ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE PIPE CONNECTIONS ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE CONNECTIONS ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE CONNECTIONS ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE ARE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE REQUIRED FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE FOR ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE ALL SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE SOLID/NON-PERFORATED STORM DRAINAGE PIPING. SOIL TIGHT PIPE STORM DRAINAGE PIPING. SOIL TIGHT PIPE STORM DRAINAGE PIPING. SOIL TIGHT PIPE DRAINAGE PIPING. SOIL TIGHT PIPE DRAINAGE PIPING. SOIL TIGHT PIPE PIPING. SOIL TIGHT PIPE PIPING. SOIL TIGHT PIPE SOIL TIGHT PIPE SOIL TIGHT PIPE SOIL TIGHT PIPE TIGHT PIPE TIGHT PIPE PIPE PIPE CONNECTIONS ARE REQUIRED FOR ALL PERFORATED DRAINAGE PIPING. 12. USE WATERTIGHT HDPE FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL USE WATERTIGHT HDPE FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL WATERTIGHT HDPE FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL WATERTIGHT HDPE FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL HDPE FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL HDPE FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL FITTINGS WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL WHERE ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL ROOF DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL DRAINS CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL CHANGE DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL DIRECTION. CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL CONNECT VERTICAL CLEANOUT RISER PIPES TO LATERAL VERTICAL CLEANOUT RISER PIPES TO LATERAL VERTICAL CLEANOUT RISER PIPES TO LATERAL CLEANOUT RISER PIPES TO LATERAL CLEANOUT RISER PIPES TO LATERAL RISER PIPES TO LATERAL RISER PIPES TO LATERAL PIPES TO LATERAL PIPES TO LATERAL TO LATERAL TO LATERAL LATERAL LATERAL HDPE PIPES USING INSERTA TEE BY INSERTA FITTINGS CO. 13. THE SITE CONTRACTOR SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, THE SITE CONTRACTOR SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, SITE CONTRACTOR SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, SITE CONTRACTOR SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, CONTRACTOR SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, CONTRACTOR SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, SHALL FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, FIELD VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, VERIFY ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, ALL DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, DRAINAGE STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, STRUCTURE INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, INVERTS, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, PRIOR TO ORDERING ANY DRAINAGE STRUCTURES, TO ORDERING ANY DRAINAGE STRUCTURES, TO ORDERING ANY DRAINAGE STRUCTURES, ORDERING ANY DRAINAGE STRUCTURES, ORDERING ANY DRAINAGE STRUCTURES, ANY DRAINAGE STRUCTURES, ANY DRAINAGE STRUCTURES, DRAINAGE STRUCTURES, DRAINAGE STRUCTURES, STRUCTURES, STRUCTURES, OR PIPES. NOTIFY DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED PIPES. NOTIFY DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED PIPES. NOTIFY DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED NOTIFY DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED NOTIFY DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED ENGINEER IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED IMMEDIATELY UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED UPON DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED DISCOVERY OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED OF DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED DISCREPANCY BETWEEN THESE PLANS AND FIELD VERIFIED BETWEEN THESE PLANS AND FIELD VERIFIED BETWEEN THESE PLANS AND FIELD VERIFIED THESE PLANS AND FIELD VERIFIED THESE PLANS AND FIELD VERIFIED PLANS AND FIELD VERIFIED PLANS AND FIELD VERIFIED AND FIELD VERIFIED AND FIELD VERIFIED FIELD VERIFIED FIELD VERIFIED VERIFIED VERIFIED INVERT ELEVATION. 14. ALL PIPE SHALL BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING ALL PIPE SHALL BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING PIPE SHALL BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING PIPE SHALL BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING SHALL BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING SHALL BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING BE BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING BROUGHT INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING INTO A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING A STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING STRUCTURE AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING AT A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING A STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING STRUCTURE FACE, WITH OUTSIDE PIPE WALLS CLEARING FACE, WITH OUTSIDE PIPE WALLS CLEARING FACE, WITH OUTSIDE PIPE WALLS CLEARING WITH OUTSIDE PIPE WALLS CLEARING WITH OUTSIDE PIPE WALLS CLEARING OUTSIDE PIPE WALLS CLEARING OUTSIDE PIPE WALLS CLEARING PIPE WALLS CLEARING PIPE WALLS CLEARING WALLS CLEARING WALLS CLEARING CLEARING CLEARING INSIDE STRUCTURE WALLS. PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED STRUCTURE WALLS. PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED STRUCTURE WALLS. PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED WALLS. PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED WALLS. PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED PIPE PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED PENETRATIONS AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED AT CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED CORNERS OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED OF STRUCTURES ARE PROHIBITED, UNLESS DESIGNED STRUCTURES ARE PROHIBITED, UNLESS DESIGNED STRUCTURES ARE PROHIBITED, UNLESS DESIGNED ARE PROHIBITED, UNLESS DESIGNED ARE PROHIBITED, UNLESS DESIGNED PROHIBITED, UNLESS DESIGNED PROHIBITED, UNLESS DESIGNED UNLESS DESIGNED UNLESS DESIGNED DESIGNED DESIGNED AND FABRICATED FOR SUCH PENETRATION(S). 15. EXTEND PENETRATING PIPE TO, AND CUT FLUSH WITH, THE INTERIOR (EXPOSED) FACE OF STRUCTURE WALL. EXTEND PENETRATING PIPE TO, AND CUT FLUSH WITH, THE INTERIOR (EXPOSED) FACE OF STRUCTURE WALL. 16. PROVIDE EXPANDED INLET BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS PROVIDE EXPANDED INLET BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS EXPANDED INLET BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS EXPANDED INLET BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS INLET BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS INLET BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS BOXES WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS WHERE STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS STORM DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS DRAIN DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS DIAMETER/ORIENTATION IS SUCH THAT OUTSIDE PIPE WALLS IS SUCH THAT OUTSIDE PIPE WALLS IS SUCH THAT OUTSIDE PIPE WALLS SUCH THAT OUTSIDE PIPE WALLS SUCH THAT OUTSIDE PIPE WALLS THAT OUTSIDE PIPE WALLS THAT OUTSIDE PIPE WALLS OUTSIDE PIPE WALLS OUTSIDE PIPE WALLS PIPE WALLS PIPE WALLS WALLS WALLS DO NOT CLEAR INSIDE FACES OF STANDARD INLET BOX. 17. ALL INLETS SHALL BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION ALL INLETS SHALL BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION INLETS SHALL BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION INLETS SHALL BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION SHALL BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION SHALL BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION BE FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION FURNISHED WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION WITH PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION PENNDOT "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION "STRUCTURAL STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION STEEL GRATE, BICYCLE SAFE", PENNDOT PUBLICATION GRATE, BICYCLE SAFE", PENNDOT PUBLICATION GRATE, BICYCLE SAFE", PENNDOT PUBLICATION BICYCLE SAFE", PENNDOT PUBLICATION BICYCLE SAFE", PENNDOT PUBLICATION SAFE", PENNDOT PUBLICATION SAFE", PENNDOT PUBLICATION PENNDOT PUBLICATION PENNDOT PUBLICATION PUBLICATION PUBLICATION 72, RC-45. 18. WHERE '±' IS INDICATED FOR A TOP OF STRUCTURE, ADJUST TOP OF STRUCTURE FOR ACTUAL FIELD CONDITIONS. WHERE '±' IS INDICATED FOR A TOP OF STRUCTURE, ADJUST TOP OF STRUCTURE FOR ACTUAL FIELD CONDITIONS. 19. WHERE THE PLANS INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF WHERE THE PLANS INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF THE PLANS INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF THE PLANS INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF PLANS INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF PLANS INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF INDICATE A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF A STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF STORMWATER STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF STRUCTURE IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF IS TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF TO BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF BE CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF CONSTRUCTED WITH MANHOLE ACCESS INSTEAD OF WITH MANHOLE ACCESS INSTEAD OF WITH MANHOLE ACCESS INSTEAD OF MANHOLE ACCESS INSTEAD OF MANHOLE ACCESS INSTEAD OF ACCESS INSTEAD OF ACCESS INSTEAD OF INSTEAD OF INSTEAD OF OF OF A TOP UNIT, ADJUST THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE TOP UNIT, ADJUST THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE TOP UNIT, ADJUST THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE UNIT, ADJUST THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE UNIT, ADJUST THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE ADJUST THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE ADJUST THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE INLET BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE BOX HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE HEIGHT AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE AND COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE COVER ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE ADJUSTMENT SLAB AS NECESSARY TO ACCOMMODATE THE SLAB AS NECESSARY TO ACCOMMODATE THE SLAB AS NECESSARY TO ACCOMMODATE THE AS NECESSARY TO ACCOMMODATE THE AS NECESSARY TO ACCOMMODATE THE NECESSARY TO ACCOMMODATE THE NECESSARY TO ACCOMMODATE THE TO ACCOMMODATE THE TO ACCOMMODATE THE ACCOMMODATE THE ACCOMMODATE THE THE THE TOP SLAB. 20. ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS ARE TO BE RELOCATED. ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS ARE TO BE RELOCATED. 21. PROVIDE STEPS W/ IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, PROVIDE STEPS W/ IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, STEPS W/ IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, STEPS W/ IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, W/ IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, W/ IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, IN STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, STORM AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, AND SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, SANITARY STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, STRUCTURES IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, IN ACCORDANCE WITH CURRENT PENNDOT STANDARDS, ACCORDANCE WITH CURRENT PENNDOT STANDARDS, ACCORDANCE WITH CURRENT PENNDOT STANDARDS, WITH CURRENT PENNDOT STANDARDS, WITH CURRENT PENNDOT STANDARDS, CURRENT PENNDOT STANDARDS, CURRENT PENNDOT STANDARDS, PENNDOT STANDARDS, PENNDOT STANDARDS, STANDARDS, STANDARDS, DETAILS AND SPECIFICATIONS. 22. PUBLIC WATER SUPPLY PUBLIC WATER SUPPLY A. ALL WATER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE ALL WATER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE WATER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE WATER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE OF AND BE INSTALLED IN ACCORDANCE WITH THE OF AND BE INSTALLED IN ACCORDANCE WITH THE AND BE INSTALLED IN ACCORDANCE WITH THE AND BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE SPECIFICATIONS, STANDARDS AND DETAILS OF THE WATER COMPANY THAT WILL OWN THE FACILITIES. B. ALL WATER SERVICES, INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE ALL WATER SERVICES, INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE WATER SERVICES, INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE WATER SERVICES, INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE SERVICES, INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE SERVICES, INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE INCLUDING DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE DOMESTIC AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE AND FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE FIRE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE PROTECTION, SHALL MEET THE REQUIREMENTS OF AND BE SHALL MEET THE REQUIREMENTS OF AND BE SHALL MEET THE REQUIREMENTS OF AND BE MEET THE REQUIREMENTS OF AND BE MEET THE REQUIREMENTS OF AND BE THE REQUIREMENTS OF AND BE THE REQUIREMENTS OF AND BE REQUIREMENTS OF AND BE REQUIREMENTS OF AND BE OF AND BE OF AND BE AND BE AND BE BE BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP. AND DETAILS OF WEST WHITELAND TOWNSHIP. AND DETAILS OF WEST WHITELAND TOWNSHIP. DETAILS OF WEST WHITELAND TOWNSHIP. DETAILS OF WEST WHITELAND TOWNSHIP. OF WEST WHITELAND TOWNSHIP. OF WEST WHITELAND TOWNSHIP. WEST WHITELAND TOWNSHIP. WEST WHITELAND TOWNSHIP. WHITELAND TOWNSHIP. WHITELAND TOWNSHIP. TOWNSHIP. TOWNSHIP. SHOP DRAWINGS AND/OR CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST DRAWINGS AND/OR CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST DRAWINGS AND/OR CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST AND/OR CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST AND/OR CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST MATERIALS SHALL BE SUBMITTED TO WEST MATERIALS SHALL BE SUBMITTED TO WEST SHALL BE SUBMITTED TO WEST SHALL BE SUBMITTED TO WEST BE SUBMITTED TO WEST BE SUBMITTED TO WEST SUBMITTED TO WEST SUBMITTED TO WEST TO WEST TO WEST WEST WEST WHITELAND TOWNSHIP AS PART OF THE APPLICATION FOR A PLUMBING PERMIT. 23. SANITARY SEWERAGE SANITARY SEWERAGE A. ALL SANITARY SEWER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE ALL SANITARY SEWER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SANITARY SEWER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SANITARY SEWER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SEWER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SEWER MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MAINS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE OF AND BE INSTALLED IN ACCORDANCE WITH THE OF AND BE INSTALLED IN ACCORDANCE WITH THE AND BE INSTALLED IN ACCORDANCE WITH THE AND BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE SPECIFICATIONS, STANDARDS AND DETAILS OF THE WEST WHITELAND TOWNSHIP. B. ALL SEWER LATERALS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE ALL SEWER LATERALS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SEWER LATERALS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SEWER LATERALS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE LATERALS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE LATERALS SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE SHALL MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE MEET THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AND BE INSTALLED IN ACCORDANCE WITH THE OF AND BE INSTALLED IN ACCORDANCE WITH THE OF AND BE INSTALLED IN ACCORDANCE WITH THE AND BE INSTALLED IN ACCORDANCE WITH THE AND BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG STANDARDS AND DETAILS OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG AND DETAILS OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG AND DETAILS OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG DETAILS OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG DETAILS OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG OF WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG WEST WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG WHITELAND TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG TOWNSHIP.SHOP DRAWINGS AND/OR CATALOG DRAWINGS AND/OR CATALOG DRAWINGS AND/OR CATALOG AND/OR CATALOG AND/OR CATALOG CATALOG CATALOG CUTS FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE FOR ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE ALL PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE PROPOSED MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE MATERIALS SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE SHALL BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE BE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE SUBMITTED TO WEST WHTIELAND TOWNSHIP AS PART OF THE TO WEST WHTIELAND TOWNSHIP AS PART OF THE TO WEST WHTIELAND TOWNSHIP AS PART OF THE WEST WHTIELAND TOWNSHIP AS PART OF THE WEST WHTIELAND TOWNSHIP AS PART OF THE WHTIELAND TOWNSHIP AS PART OF THE WHTIELAND TOWNSHIP AS PART OF THE TOWNSHIP AS PART OF THE TOWNSHIP AS PART OF THE AS PART OF THE AS PART OF THE PART OF THE PART OF THE OF THE OF THE THE THE APPLICATION FOR A PLUMBING PERMIT. 24. OTHER UTILITIES OTHER UTILITIES A. ALL OTHER UTILITIES (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE ALL OTHER UTILITIES (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE OTHER UTILITIES (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE OTHER UTILITIES (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITIES (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITIES (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE (ELECTRIC, COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE COMMUNICATIONS, GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE GAS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE SHALL BE INSTALLED IN ACCORDANCE WITH THE SHALL BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE BE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE INSTALLED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE UTILITY COMPANY'S REQUIREMENTS AND SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, COMPANY'S REQUIREMENTS AND SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, COMPANY'S REQUIREMENTS AND SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, REQUIREMENTS AND SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, REQUIREMENTS AND SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, AND SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, AND SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, BE INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, INSTALLED SO AS TO NOT CONFLICT WITH THE WATER, SO AS TO NOT CONFLICT WITH THE WATER, SO AS TO NOT CONFLICT WITH THE WATER, AS TO NOT CONFLICT WITH THE WATER, AS TO NOT CONFLICT WITH THE WATER, TO NOT CONFLICT WITH THE WATER, TO NOT CONFLICT WITH THE WATER, NOT CONFLICT WITH THE WATER, NOT CONFLICT WITH THE WATER, CONFLICT WITH THE WATER, CONFLICT WITH THE WATER, WITH THE WATER, WITH THE WATER, THE WATER, THE WATER, WATER, WATER, SANITARY SEWER AND/OR STORM SEWER FACILITIES PROPOSED AS PART OF THESE PLANS. B. BACKFILL OF ALL UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP BACKFILL OF ALL UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP OF ALL UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP OF ALL UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP ALL UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP ALL UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP UTILITY TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP TRENCHES WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP WITHIN EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP EXISTING AND/OR PROPOSED WEST WHITELAND TOWNSHIP AND/OR PROPOSED WEST WHITELAND TOWNSHIP AND/OR PROPOSED WEST WHITELAND TOWNSHIP PROPOSED WEST WHITELAND TOWNSHIP PROPOSED WEST WHITELAND TOWNSHIP WEST WHITELAND TOWNSHIP WEST WHITELAND TOWNSHIP WHITELAND TOWNSHIP WHITELAND TOWNSHIP TOWNSHIP TOWNSHIP RIGHTS-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST DONE IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST DONE IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST IN ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST ACCORDANCE WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST WITH THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST THE SPECIFICATIONS, STANDARDS AND DETAILS OF WEST SPECIFICATIONS, STANDARDS AND DETAILS OF WEST SPECIFICATIONS, STANDARDS AND DETAILS OF WEST STANDARDS AND DETAILS OF WEST STANDARDS AND DETAILS OF WEST AND DETAILS OF WEST AND DETAILS OF WEST DETAILS OF WEST DETAILS OF WEST OF WEST OF WEST WEST WEST WHITELAND TOWNSHIP AND SHALL BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR TOWNSHIP AND SHALL BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR TOWNSHIP AND SHALL BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR AND SHALL BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR AND SHALL BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR SHALL BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR SHALL BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR BE SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR SUBJECT TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR TO THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR THE APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR APPROVAL OF WEST WHITELAND TOWNSHIP OR THEIR OF WEST WHITELAND TOWNSHIP OR THEIR OF WEST WHITELAND TOWNSHIP OR THEIR WEST WHITELAND TOWNSHIP OR THEIR WEST WHITELAND TOWNSHIP OR THEIR WHITELAND TOWNSHIP OR THEIR WHITELAND TOWNSHIP OR THEIR TOWNSHIP OR THEIR TOWNSHIP OR THEIR OR THEIR OR THEIR THEIR THEIR DESIGNEE. C. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE SHALL BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE SHALL BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE BE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE RESPONSIBLE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE FOR TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE TRENCHING, EXCAVATION, AND BACKFILL ASSOCIATED WITH THE EXCAVATION, AND BACKFILL ASSOCIATED WITH THE EXCAVATION, AND BACKFILL ASSOCIATED WITH THE AND BACKFILL ASSOCIATED WITH THE AND BACKFILL ASSOCIATED WITH THE BACKFILL ASSOCIATED WITH THE BACKFILL ASSOCIATED WITH THE ASSOCIATED WITH THE ASSOCIATED WITH THE WITH THE WITH THE THE THE UTILITY RELOCATIONS ALONG OAKLANDS BLVD. AND FOR THE NEW UTILITY SERVICES.
