Scranton_Retaining_Wall_Replacement_-_PLANS_06-14-2024.pdf

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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CITY OF SCRANTON

AutoCAD SHX Text ELM ST RETAINING WALL REPAIR ALONG LACKAWANNA RIVER CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

AutoCAD SHX Text 06/12/24

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SHEET

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WALL PLAN

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WALL PROFILE

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EROSION AND SEDIMENT CONTROLS PLAN

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EROSION AND SEDIMENT CONTROLS DETAILS

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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CITY OF SCRANTON

AutoCAD SHX Text ELM ST RETAINING WALL REPAIR ALONG LACKAWANNA RIVER CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

AutoCAD SHX Text 06/12/24

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JRS

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MAM

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TRJ

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AS NOTED

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AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR.

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GENERAL NOTES

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FOUNDATION NOTES

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1. PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS, PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS, PUBLICATION 408/2020, AND CONTRACT SPECIAL PROVISIONS. 2. VERIFY ALL DIMENSIONS AND GEOMETRY OF EXISTING STRUCTURE IN THE FIELD AS VERIFY ALL DIMENSIONS AND GEOMETRY OF EXISTING STRUCTURE IN THE FIELD AS NECESSARY FOR PROPER FIT OF PROPOSED CONSTRUCTION. 3. BIDDERS ARE ADVISED TO FIELD VERIFY INFORMATION PRESENTED. THE DATA SHOWN BIDDERS ARE ADVISED TO FIELD VERIFY INFORMATION PRESENTED. THE DATA SHOWN HEREIN IS NOT PART OF THE PLANS, PROPOSAL, OR CONTRACT, AND IS NOT TO BE CONSIDERED AS A BASIS FOR COMPUTATION FOR ANY PURPOSE. 4. NO IN-CHANNEL EXCAVATIONS ARE INTENDED ON THIS PROJECT. NO IN-CHANNEL EXCAVATIONS ARE INTENDED ON THIS PROJECT. 5. ALL EXCAVATED MATERIALS THAT WILL NOT BE USED ON SITE SHALL BE IMMEDIATELY ALL EXCAVATED MATERIALS THAT WILL NOT BE USED ON SITE SHALL BE IMMEDIATELY REMOVED TO A DISPOSAL SITE HAVING AN APPROVED E&S PLAN. 6. ANY WATER PUMPED FROM EXCAVATED AREAS MUST BE FILTERED PRIOR TO ANY WATER PUMPED FROM EXCAVATED AREAS MUST BE FILTERED PRIOR TO DISCHARGING INTO SURFACE WATERS. 7. SUITABLE PROTECTION MUST BE PROVIDED FOR THE STREAM CHANNEL FROM ANY SUITABLE PROTECTION MUST BE PROVIDED FOR THE STREAM CHANNEL FROM ANY DISTURBED AREAS THAT HAVE NOT YET ACHIEVED STABILIZATION. 8. WORK DONE UNDER THIS CONTRACT WILL UTILIZE A PENNSYLVANIA DEP EMERGENCY WORK DONE UNDER THIS CONTRACT WILL UTILIZE A PENNSYLVANIA DEP EMERGENCY PERMIT WITH THE CITY OF SCRANTON. 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA SAFETY STANDARDS, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA SAFETY STANDARDS, STATE AND LOCAL BUILDING CODES, AND MANUFACTURER'S REQUIREMENTS. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED SLOPES AND THE DESIGN OF ANY TEMPORARY SHORING AND BRACING THAT MAY BE USED. PERFORM ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS. 11. USE CLASS A CEMENT CONCRETE (F'C = 3000 PSI). A HIGHER CLASS CONCRETE MAY USE CLASS A CEMENT CONCRETE (F'C = 3000 PSI). A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE AT NO ADDITIONAL COST TO THE CITY IF APPROVED BY THE DESIGN ENGINEER. 12. PROVIDE 2” CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED. PROVIDE 2” CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED. CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED. 13. PROVIDE EPOXY COATED GRADE 60 REINFORCING STEEL BARS THAT MEET THE PROVIDE EPOXY COATED GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM A 615. DO NOT WELD GRADE 60 REINFORCING STEEL BARS UNLESS SPECIFIED. 14. USE STAINLESS STEEL DOWEL BARS PER PUBLICATION 408/2020 SECTION 709.1 (F). USE STAINLESS STEEL DOWEL BARS PER PUBLICATION 408/2020 SECTION 709.1 (F). 15. GALVANIZED REINFORCEMENT BARS MAY BE SUBSTITUTED FOR EPOXY COATED GALVANIZED REINFORCEMENT BARS MAY BE SUBSTITUTED FOR EPOXY COATED REINFORCEMENT BARS AT NO ADDITIONAL COST TO THE CITY. 16. RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED. RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED. 17. VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURE IN THE FIELD AS VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURE IN THE FIELD AS NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION. 18. CHAMFER EXPOSED CONCRETE EDGES 3/4 IN. BY 3/4 IN., EXCEPT AS NOTED. CHAMFER EXPOSED CONCRETE EDGES 3/4 IN. BY 3/4 IN., EXCEPT AS NOTED. 19. SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION OR SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION OR OF ANY DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION. 20. PROVIDE MINIMUM EMBEDMENT AND SPLICE LENGTHS IN ACCORDANCE WITH STANDARD PROVIDE MINIMUM EMBEDMENT AND SPLICE LENGTHS IN ACCORDANCE WITH STANDARD DRAWING BC-736M, UNLESS OTHERWISE INDICATED. 21. DIRECT ALL SURFACE RUNOFF AWAY FROM EXCAVATIONS. DIRECT ALL SURFACE RUNOFF AWAY FROM EXCAVATIONS. 22. DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE SUPPLIED ON THE DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE SUPPLIED ON THE DESIGN DRAWINGS OR MADE AVAILABLE TO YOU BY THE CITY OR ITS AUTHORIZED AGENTS AS POSITIVE REPRESENTATIONS OF THE CONDITIONS YOU WILL ENCOUNTER IN THE FIELD. 23. WORK INCLUDES CONSTRUCTION OF A CONCRETE CANTILEVER RETAINING WALL TO THE WORK INCLUDES CONSTRUCTION OF A CONCRETE CANTILEVER RETAINING WALL TO THE LINES, GRADES, DESIGN, AND DIMENSIONS SHOWN ON THE PLANS AND AS SPECIFIED HEREIN. 24. THE HORIZONTAL CONTROL IS BASED ON PENNSYLVANIA STATE PLANE COORDINATE THE HORIZONTAL CONTROL IS BASED ON PENNSYLVANIA STATE PLANE COORDINATE SYSTEM. 25. THE VERTICAL CONTROL FOR THIS PROJECT IS BASED ON NAVD 88. THE VERTICAL CONTROL FOR THIS PROJECT IS BASED ON NAVD 88. 26. THE OWNER DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS FOR THE THE OWNER DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS FOR THE EXISTING SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS NOR DOES THE OWNER GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. 27. ALL DISTURBED EARTH AREAS ARE TO BE RESTORED IN KIND. GRASS AREAS SHALL BE ALL DISTURBED EARTH AREAS ARE TO BE RESTORED IN KIND. GRASS AREAS SHALL BE SEEDED WITH FORMULA "B" SEED MIXTURE. 28. CONTRACTOR SHALL INSPECT MATERIALS UPON DELIVERY TO ENSURE THAT PROPER CONTRACTOR SHALL INSPECT MATERIALS UPON DELIVERY TO ENSURE THAT PROPER MATERIALS HAVE BEEN DELIVERED. 29. CONTRACTOR SHALL STORE AND HANDLE ALL MATERIALS TO PROTECT THEM FROM CONTRACTOR SHALL STORE AND HANDLE ALL MATERIALS TO PROTECT THEM FROM DETERIORATION AND DAMAGE. DAMAGED MATERIAL SHALL NOT BE INCORPORATED INTO THE PROJECT. 30. DRAINAGE AGGREGATE OR BACKFILL MATERIAL SHALL NOT BE PILED OVER UNSTABLE DRAINAGE AGGREGATE OR BACKFILL MATERIAL SHALL NOT BE PILED OVER UNSTABLE UNSTABLE SLOPES OR AREAS OF THE PROJECT SITE WITH BURIED UTILITIES. DRAINAGE DRAINAGE AGGREGATE MATERIAL SHALL NOT BE STAGED WHERE IT MAY BECOME MIXED WITH OR CONTAMINATED BY POOR DRAINING FINE-GRAINED SOILS SUCH AS CLAY OR SILT. SOILS SUCH AS CLAY OR SILT. 31. THE CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF THE CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF E&S BMP'S AS REQUIRED TO MINIMIZE THE POTENTIAL FOR ACCELERATED EROSION AND SEDIMENTATION.

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1. HAVE A QUALIFIED REPRESENTATIVE AT THE SITE UNDER THE DIRECT SUPERVISION OF THE HAVE A QUALIFIED REPRESENTATIVE AT THE SITE UNDER THE DIRECT SUPERVISION OF THE ENGINEER TO MONITOR THE WALL CONSTRUCTION TO ENSURE THE PLACEMENT OF MATERIALS AND MATERIALS PROPERTIES PER THE PENNDOT PUBLICATION 408. 2. UTILIZE A FROST DEPTH OF 4 FEET FOR THE SITE. UTILIZE A FROST DEPTH OF 4 FEET FOR THE SITE. 3. THE SITE SOILS ARE CONSIDERED SITE CLASS D FOR SEISMIC DESIGN OF THE PROPOSED THE SITE SOILS ARE CONSIDERED SITE CLASS D FOR SEISMIC DESIGN OF THE PROPOSED STRUCTURE. 4. DUE TO THE MINING AND INTACT COAL AT THE SITE, UTILIZE CORROSION PROTECTION. DUE TO THE MINING AND INTACT COAL AT THE SITE, UTILIZE CORROSION PROTECTION. 5. SCOUR OF THE PROPOSED RETAINING WALL STRUCTURE IS ASSUMED TO BE NEGLIGIBLE SCOUR OF THE PROPOSED RETAINING WALL STRUCTURE IS ASSUMED TO BE NEGLIGIBLE DUE TO THE ADJACENT CONCRETE APRON IN FRONT OF THE WALL. 6. THE RETAINING WALL HAS BEEN DESIGNED ASSUMING A NORMAL POOL ELEVATION OF 658 THE RETAINING WALL HAS BEEN DESIGNED ASSUMING A NORMAL POOL ELEVATION OF 658 FEET FOR THE LACKAWANNA RIVER ADJACENT TO THE RETAINING WALL AND A 100-YEAR FLOOD ELEVATION OF 674.5 FEET. 7. THE BORINGS PERFORMED AT THE SITE DID NOT ENCOUNTER THE FLOOR SLAB FROM A THE BORINGS PERFORMED AT THE SITE DID NOT ENCOUNTER THE FLOOR SLAB FROM A PREVIOUS STRUCTURE LOCATED BEHIND THE WALL. IT IS NOT EXPECTED THAT THE FLOOR SLAB OR OTHER FOUNDATIONS WILL BE ENCOUNTERED DURING CONSTRUCTION, BUT IN THE CASE THAT IT IS, EXCAVATE AND REMOVE ANY PART OF THE EXISTING STRUCTURE UNDER THE PROPOSED RETAINING WALL AND BACKFILL WITH AASHTO NO. 1 COARSE AGGREGATE. 8. THE PROPOSED BOTTOM OF FOOTING ELEVATION IS SET AT AN ELEVATION OF 656.70 FEET THE PROPOSED BOTTOM OF FOOTING ELEVATION IS SET AT AN ELEVATION OF 656.70 FEET AND THE BEARING CAPACITY HAS BEEN CALCULATED BASED ON A FOOTING WIDTH OF 22'-11”. IF THE PROPOSED FOOTING ELEVATION OR FOOTING WIDTH IS CHANGED THE . IF THE PROPOSED FOOTING ELEVATION OR FOOTING WIDTH IS CHANGED THE GEOTECHNICAL ENGINEER AND DESIGN ENGINEER SHOULD BE CONTACTED IMMEDIATELY. 9. STRUCTURE BACKFILL SHOULD BE CONSTRUCTED UTILIZING PENNDOT STANDARDS FOR STRUCTURE BACKFILL SHOULD BE CONSTRUCTED UTILIZING PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION RC-12M, BACKFILL AT STRUCTURES. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT DEWATERING SO THAT THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT DEWATERING SO THAT EXCAVATIONS ARE DRY ENOUGH TO BE INSPECTED BY THE ENGINEER. 11. THE BOTTOM OF FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY A THE BOTTOM OF FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY A QUALIFIED PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF PENNSYLVANIA OR THEIR REPRESENTATIVE. 12. BEARING MATERIAL SHALL CONSIST OF EQUIVALENT SOILS AS IDENTIFIED WITHIN THE BEARING MATERIAL SHALL CONSIST OF EQUIVALENT SOILS AS IDENTIFIED WITHIN THE STRUCTURE BORING SHEETS. UNDOCUMENTED OR UNCONTROLLED FILL MAY BE ENCOUNTERED WITHIN THE SITE EXCAVATIONS AND BELOW BEARING GRADE. IT IS THE RESPONSIBILITY OF THE ENGINEER OR THEIR REPRESENTATIVE TO IDENTIFY UNDOCUMENTED OR UNCONTROLLED FILL BELOW THE FOOTING BEARING GRADE THAT IS INCONSISTENT WITH THE STRUCTURE BORING SHEET LOGS AND MAY IMPACT THE PERFORMANCE OF THE PROPOSED FOUNDATION. 13. OVEREXCAVATE ANY SOFT/LOOSE SOILS BELOW THE BOTTOM OF THE FOOTING AND OVEREXCAVATE ANY SOFT/LOOSE SOILS BELOW THE BOTTOM OF THE FOOTING AND BACKFILL WITH AASHTO NO. 1 TO THE BFE AS DIRECTED BY THE ENGINEER. 14. NOTIFY THE GEOTECHNICAL ENGINEER IF SUBSURFACE CONDITIONS EXIST AT THE SITE THAT NOTIFY THE GEOTECHNICAL ENGINEER IF SUBSURFACE CONDITIONS EXIST AT THE SITE THAT DIFFER FROM THE SUBSURFACE CONDITIONS OUTLINED BY THE STRUCTURE BORING SHEET LOGS TO DETERMINE IF THE RECOMMENDATIONS PROVIDED HEREIN APPLY TO THE PROPOSED CONSTRUCTION. 15. DISTURBANCE OF THE EXISTING WALL OUTSIDE OF THE CONSTRUCTION AREA SHOULD BE DISTURBANCE OF THE EXISTING WALL OUTSIDE OF THE CONSTRUCTION AREA SHOULD BE MINIMIZED. AVOID STOCKPILING EXCAVATED MATERIAL TEMPORARILY ON THE CONSTRUCTION AREA. HAND OPERATED COMPACTION EQUIPMENT SHALL BE UTILIZED FOR SOILS WITHIN ONE (1) FOOT OF THE FACE OF THE RETAINING WALL. 16. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED SLOPES. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED SLOPES. DIRECT SURFACE RUNOFF AWAY FROM THE EXCAVATIONS. PERFORM ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS. 17. CONSTRUCTION SHALL BE PERFORMED TO LIMIT DISTURBANCE TO THE ADJACENT LEVEL. CONSTRUCTION SHALL BE PERFORMED TO LIMIT DISTURBANCE TO THE ADJACENT LEVEL. AVOID STOCKPILING OF SOIL AND TRACKING OF EQUIPMENT OVER EXISTING LEVEE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE ARMY CORP OF ENGINEER'S AND/OR OTHER JURISDICTIONAL ENTITIES. 18. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING TEMPORARY SHORING TO LIMIT THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING TEMPORARY SHORING TO LIMIT DISTURBANCE TO THE ADJACENT LEVEE AND WALL SECTIONS. PROVIDE SHORING PERPENDICULAR TO THE WALL REPLACEMENT SECTIONS TO PREVENT SLOUGHING OF BACKFILL MATERIAL FROM ADJACENT WALL SECTIONS. 19. EXCAVATE TO THE LINES AND GRADES REQUIRED FOR CONSTRUCTION OF THE CAST EXCAVATE TO THE LINES AND GRADES REQUIRED FOR CONSTRUCTION OF THE CAST IN PLACE CONCRETE RETAINING WALL AS SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL MINIMIZE OVER-EXCAVATION. EXCAVATION SUPPORT, IF REQUIRED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OVER-EXCAVATED SOIL SHALL BE REPLACED WITH COMPACTED FILL AS DIRECTED BY GEOTECHNICAL ENGINEER. 20. SUBGRADE PREPARATIONS SHOULD INCLUDE REMOVAL OF ALL TOPSOILS, DEBRIS, SUBGRADE PREPARATIONS SHOULD INCLUDE REMOVAL OF ALL TOPSOILS, DEBRIS, ORGANICS, AND EXISTING FILL MATERIALS TO NATURAL SOIL SUBGRADE SUITABLE FOR THE ALLOWABLE BEARING PRESSURE SPECIFIED. 21. SUBGRADE PREPARATION SHALL BE INSPECTED AND TESTED BY GEOTECHNICAL SUBGRADE PREPARATION SHALL BE INSPECTED AND TESTED BY GEOTECHNICAL ENGINEER. 22. EXPOSED SUBGRADE BELOW FOOTING SHALL BE EVALUATED BY GEOTECHNICAL EXPOSED SUBGRADE BELOW FOOTING SHALL BE EVALUATED BY GEOTECHNICAL ENGINEER TO CONFIRM THAT THE BEARING SOILS ARE SIMILAR TO DESIGN CONDITIONS AND ASSUMPTIONS. OVER-EXCAVATE UNSUITABLE SOILS AND REPLACE WITH COMPACTED FILL WHERE NECESSARY AS DIRECTED BY GEOTECHNICAL ENGINEER TO ACHIEVE REQUIRED ALLOWABLE BEARING PRESSURE. 23. BACKFILL WITH AASHTO NO. 57 COARSE AGGREGATE OR EQUIVALENT COMPACTED IN BACKFILL WITH AASHTO NO. 57 COARSE AGGREGATE OR EQUIVALENT COMPACTED IN AASHTO NO. 57 COARSE AGGREGATE OR EQUIVALENT COMPACTED IN OR EQUIVALENT COMPACTED IN 9 INCH LIFTS, COMPACTED TO A MINIMUM OF 97% OF THE STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY. BACKFILL PLACEMENT SHALL BE INSPECTED AND TESTED BY GEOTECHNICAL ENGINEER.

AutoCAD SHX Text A. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (8TH EDITION 2017, AND AS SUPPLEMENTED AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (8TH EDITION 2017, AND AS SUPPLEMENTED BY DESIGN MANUAL PART 4, DECEMBER 2019 B. ACI CODE 318-14 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI CODE 318-14 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE C. REQUIRED MINIMUM ALLOWABLE FOUNDATION BEARING PRESSURE : 3.0 KSF (3000 PSF). REQUIRED MINIMUM ALLOWABLE FOUNDATION BEARING PRESSURE : 3.0 KSF (3000 PSF). D. DESIGN INTERNAL ANGLE OF FRICTION FOR BACKFILL SOIL : 28 DESIGN INTERNAL ANGLE OF FRICTION FOR BACKFILL SOIL : 28°E. DESIGN UNIT WEIGHT FOR BACKFILL SOIL : 115 PCF, 120 PCF SATURATED DESIGN UNIT WEIGHT FOR BACKFILL SOIL : 115 PCF, 120 PCF SATURATED F. THIS RETAINING WALL DESIGN WAS BASED ON THE FOLLOWING MINIMUM FACTORS OF THIS RETAINING WALL DESIGN WAS BASED ON THE FOLLOWING MINIMUM FACTORS OF SAFETY: - F.S. FOR SLIDING 1.5 F.S. FOR SLIDING 1.5 1.5 - F.S. FOR OVERTURNING 2.0 F.S. FOR OVERTURNING 2.0 2.0 - F.S. FOR BEARING CAPACITY 2.0 F.S. FOR BEARING CAPACITY 2.0 2.0 LIVE LOAD: 3' EQUIVALENT HEIGHT OF SOIL 3' EQUIVALENT HEIGHT OF SOIL G. DESIGN CRITERIA TO BE FIELD VERIFIED DURING CONSTRUCTION BY GEOTECHNICAL ENGINEER.DESIGN CRITERIA TO BE FIELD VERIFIED DURING CONSTRUCTION BY GEOTECHNICAL ENGINEER.

DESIGN SPECIFICATIONS

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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CITY OF SCRANTON

AutoCAD SHX Text ELM ST RETAINING WALL REPAIR ALONG LACKAWANNA RIVER CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

AutoCAD SHX Text 06/12/24

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JRS

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SUMMARY OF PROJECT COORDINATES

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AutoCAD SHX Text A. COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408, SECTIONS 105.06 AND 107.12. B. THE CONTRACTOR SHALL CONDUCT OPERATIONS TO ENSURE THAT THE EXISTING UTILITIES WILL NOT THE CONTRACTOR SHALL CONDUCT OPERATIONS TO ENSURE THAT THE EXISTING UTILITIES WILL NOT BE ENDANGERED OR DAMAGED. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITIES DURING CONSTRUCTION. C. THE ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR REIMBURSEMENT, PARTICIPATION, IN THE ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR REIMBURSEMENT, PARTICIPATION, IN DESIGN AND/OR REVISIONS, OR LIABILITY FOR THE ACCURACY OF TYPE, SIZE, AND LOCATION OF ANY UTILITY. ALL LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE AND FOR REFERENCE ONLY. D. COORDINATE THE REQUIREMENTS FOR PROTECTION/AND OR RELOCATION OF UTILITIES WITH THE COORDINATE THE REQUIREMENTS FOR PROTECTION/AND OR RELOCATION OF UTILITIES WITH THE UTILITY OWNER PRIOR TO THE START OF WORK. E. ANY INCIDENTAL COST TO SHORE OR PROTECT THE EXISTING UTILITIES SHALL BE INCLUDED IN THE ANY INCIDENTAL COST TO SHORE OR PROTECT THE EXISTING UTILITIES SHALL BE INCLUDED IN THE BID. F. ANY NEW UTILITIES PROPOSED FOR INSTALLATION IN THE VICINITY OF THE RETAINING WALL, SHALL ANY NEW UTILITIES PROPOSED FOR INSTALLATION IN THE VICINITY OF THE RETAINING WALL, SHALL BE INSTALLED CONCURRENT WITH RETAINING WALL CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE WORK OF THE OWNER AFFECTED BY THIS REQUIREMENT.

AutoCAD SHX Text THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC, PHONE 1-800-242-1776, SERIAL NO 20240682917 FOR CITY OF SCRANTON20240682917 FOR CITY OF SCRANTON FOR CITY OF SCRANTON

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LIST OF PUBLIC UTILITIES

AutoCAD SHX Text PPL ELECTRIC UTILITIES CORPORATION 2 NORTH NINTH ST/GENTW19 ALLENTOWN, PA 18101 PHONE: 610-774-6287 ATTN: MS. CHARLOTTE KRUPA EMAIL: CAKRUPA@PPLWEB.COM PHONE: 610-774-6287

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UTILITY NOTES

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TRAV-SPIKE

TRAV-SPIKE

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

AutoCAD SHX Text 130'-0"

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20'± DAMAGED SECTION

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20'± DAMAGED SECTION

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CITY OF SCRANTON

AutoCAD SHX Text ELM ST RETAINING WALL REPAIR ALONG LACKAWANNA RIVER CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

AutoCAD SHX Text 06/12/24

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RETAINING WALL PROFILE

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FEET

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HORIZONTAL

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PROFILE

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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2'-6" LAP

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2'-6" LAP

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UNKNOWN

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UNKNOWN

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CITY OF SCRANTON

AutoCAD SHX Text ELM ST RETAINING WALL REPAIR ALONG LACKAWANNA RIVER CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

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DETAILS

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STA 0+00 TO STA 0+10 & STA 1+41 TO STA 1+50

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SECTION A-A SCALE: " = 1'-0"12" = 1'-0"

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STA 0+10 TO STA 1+41

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SECTION B-B SCALE: " = 1'-0"12" = 1'-0"

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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4" CLR

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4" CLR

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2'-9" LAP

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2'-9" LAP

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2" CLR

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2" CLR

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4" FORMEDWEEPHOLE

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GEOTEXTILE, CLASS 1

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12 CY OF NO 57 COARSE AGGREGATE ENCASED IN GEOTEXTILE, CLASS 1

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EXISTING

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STA 0+10 TO STA 1+41

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SECTION C-C SCALE: " = 1'-0"12" = 1'-0"

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WEEPHOLE REINFORCEMENT DETAIL NOT TO SCALE

AutoCAD SHX Text NOTES: SEE SHEET 4 FOR SECTION LOCATIONS. SEE BC-735M, SHT 1 FOR CONSTRUCTION JOINT DETAILS.

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WEEPHOLE DRAINAGE DETAIL NOT TO SCALE

DOWEL DETAIL NOT TO SCALE

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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CONCRETE JOINT DETAILS NTS

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WATERSIDE

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WATERSIDE

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WATERSIDE

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PC CONCRETE

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CONTRACTION

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EXPANSION

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TYPE OF JOINT

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BETWEEN CAST-IN-PLACE CONCRETE

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BETWEEN CAST-IN-PLACE AND PRECAST CONCRETE

AutoCAD SHX Text 1 #6, 2'-0" SMOOTH DOWELS @ 12". COAT WITH BITUMINOUS PAINT ON ONE SIDE (EXPANSION CAP END AT EXPANSION JOINT) ONLY. STOP 3' FROM TOP OF WALLS. #6, 2'-0" SMOOTH DOWELS @ 12". COAT WITH BITUMINOUS PAINT ON ONE SIDE (EXPANSION CAP END AT EXPANSION JOINT) ONLY. STOP 3' FROM TOP OF WALLS. 2 " CHAMFER IN WALLS. ROUND WITH CONCRETE EDGER IN SLABS. 34" CHAMFER IN WALLS. ROUND WITH CONCRETE EDGER IN SLABS. 3 " CHAMFER IN EXPOSED PORTION OF WALLS. 34" CHAMFER IN EXPOSED PORTION OF WALLS. 4 4" THREADED INSERTS FOR #6 DOWELS @ 12". TO BE PROVIDED BY CULVERT MANUFACTURER. 4" THREADED INSERTS FOR #6 DOWELS @ 12". TO BE PROVIDED BY CULVERT MANUFACTURER. 5 #6 DOWELS @ 12". 12" SMOOTH, COATED WITH BITUMINOUS PAINT AND SHORTER END THREADED TO BE RECIEVED BY INSERT. #6 DOWELS @ 12". 12" SMOOTH, COATED WITH BITUMINOUS PAINT AND SHORTER END THREADED TO BE RECIEVED BY INSERT. 6 EXPANSION CAP (ALLOW 1" FREE EXPANSION). EXPANSION CAP (ALLOW 1" FREE EXPANSION). 7 " PREFORMED JOINT FILLER. 34" PREFORMED JOINT FILLER. 8 COAT WITH BITUMINOUS PAINT. COAT WITH BITUMINOUS PAINT. 9 JOINT SEAL MATERIAL OVER WALL EXPANSION JOINT MATERIAL THAT WILL BE VISIBLE AFTER BACKFILLING IS COMPLETE. SEE DETAILS THIS DRAWING.JOINT SEAL MATERIAL OVER WALL EXPANSION JOINT MATERIAL THAT WILL BE VISIBLE AFTER BACKFILLING IS COMPLETE. SEE DETAILS THIS DRAWING.

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APRON JOINT

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WALL JOINT

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DETAIL AT EXPANSION JOINT NTS

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CITY OF SCRANTON

AutoCAD SHX Text ELM ST RETAINING WALL REPAIR ALONG LACKAWANNA RIVER CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

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DETAILS

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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TEMPORARY ACCESS PLAN SCALE: 1" = 60'-0"

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AutoCAD SHX Text EXISTING EDGE OF STREAM EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING OH UTILITIES (ELECTRICAL)

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LEGEND

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TEMPORARY ACCESS PLAN

AutoCAD SHX Text NOTES: 1. THERE SHALL BE NO EXCAVATION ALONG LEVEE BERM. 2. ACCESS ROAD TO CONSIST OF A ROCK MATERIAL SUCH AS PENNDOT 2A, 2B, 2RC, ETC. 3. GEOTEXTILE SHALL BE PLACED BELOW ACCESS ROAD. UPON COMPLETION OF WORK, REMOVE ACCESS ROAD AND GEOTEXTILE. GRASS BERMS SHALL BE RESEEDED AND ROCK ARMOR BERMS SHALL BE INSPECTED TO INSURE NO DAMAGE WAS CAUSE TO THE EXISTING ROCK ARMOR. ANY DAMAGE TO BERM SHALL BE IMMEDIATELY RESTORED TO EXISTING CONDITION.

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2 MAX

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LEVEE BERM

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8" MIN. DEPTH

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NON-WOVEN GEOTEXTILE

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ACCESS ROAD

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WATERWAY

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TEMPORARY ACCESS ROAD ALONG LEVEE BERM NOT TO SCALE

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NORMAL STREAM FLOW

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AS REQ'D

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EXISTING ROADWAY

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GEOTEXTILE

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MIN 8" AASHTO #1

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16' MAX.

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PROFILE

AutoCAD SHX Text NOTES: EXTEND ROCK OVER FULL WIDTH OF ENTRANCE. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

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8' MIN.

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PLAN VIEW

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ROCK CONSTRUCTION ENTRANCE & TEMPORARY ACCESS ROAD DETAIL NOT TO SCALE

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8' MIN.

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TEMPORARY ACCESS ROAD

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SITE ACCESS

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LACKAWANNA RIVER

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OH POWER LINES

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TEMPORARY EXCAVATION SUPPORT & PROTECTION SYSTEM (TYP)

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W. ELM ST

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(PROTECT)

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RETAINING WALL (TYP)

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CFS

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E. ELM ST

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BOTT WIRE EL. 723.70

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BOTT WIRE EL. 718.70

BOTT WIRE EL. 717.89

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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CITY OF SCRANTON

AutoCAD SHX Text ELM ST RETAINING WALL REPAIR ALONG LACKAWANNA RIVER CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

AutoCAD SHX Text 06/12/24

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TEMPORARY ACCESS PROFILE

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FEET

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PROFILE

NOTES: SEE SHEET 9 FOR TEMPORARY ACCESS ROAD DETAILS.

W fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

W

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12" CFS

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12" CFS

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12" CFS

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TEMPORARY ACCESS ROAD

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SITE ACCESS

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12" SILT SOCK

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TEMPORARY STOCKPILE (TOPSOIL)

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PUMPED WATER FILTER BAG LOCATION

LIMIT OF DISTURBANCE

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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EROSION AND SEDIMENT CONTROL NOTES

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CALL 1-800-242-1776

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BEFORE YOU DIG ANYWHERE IN PENNSYLVANIA

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CALL BEFORE YOU DIG!

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PA ACT 287 OF 1974 REQUIRES THREE

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WORKING DAYS NOTICE TO UTILITIES

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BEFORE YOU EXCAVATE, DRILL OR BLAST

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PENNSYLVANIA ONE CALL SYSTEM INC,

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PA ONE CALL SYSTEM SERIAL NUMBER: 2023128288020231282880

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IN-STREAM RESTRICTIONS: OCTOBER 1 THROUGH APRIL 1

AutoCAD SHX Text GENERAL NOTES: A. GENERAL SITE RESPONSIBILITY GENERAL SITE RESPONSIBILITY 1. IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE COMMONWEALTH OF IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE COMMONWEALTH OF PENNSYLVANIA TO CONTROL EROSION, IT IS REQUIRED THAT THE CONTRACTOR FOR THIS PROJECT CONFORM WITH THE FOLLOWING GUIDELINES AS THEY ARE APPLICABLE AND IN ACCORDANCE WITH THE INSTRUCTIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (PADEP). 2. KEEP A COPY OF THE APPROVED PLAN DRAWINGS STAMPED, SIGNED AND DATED BY THE REVIEWING KEEP A COPY OF THE APPROVED PLAN DRAWINGS STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY AT THE PROJECT SITE AT ALL TIMES. 3. FAILURE TO CORRECTLY INSTALL BMPS, FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM FAILURE TO CORRECTLY INSTALL BMPS, FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY PADEP AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION. B. CONSTRUCTION WASTES CONSTRUCTION WASTES CONSTRUCTION WASTES ARE ANTICIPATED TO INCLUDE CLEARED VEGETATION, EXCESS FILL MATERIAL WASTES ARE ANTICIPATED TO INCLUDE CLEARED VEGETATION, EXCESS FILL MATERIAL NOT NEEDED FOR SITE GRADING OR NOT SUITABLE FOR USE AT THE SITE AS FILL OR TOPSOIL, AND ANY FILTER STONES CLOGGED WITH FINES, EXCESS DIRT, WEEDS, OR OTHER MATERIALS THAT IS COLLECTED IN THE E&S BMP'S. REMAINING MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH PADEP REQUIREMENTS. EXCESS MATERIAL NOT UTILIZED FOR SITE CONSTRUCTION WILL BE STOCKPILED ON-SITE AND, IF REQUIRED, DISPOSED OF AT A PERMITTED SITE AND IN ACCORDANCE WITH PADEP REQUIREMENTS. C. WASTE DISPOSAL WASTE DISPOSAL THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS, DEMOLISHED MATERIALS, AND OTHER WASTES IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE. THE CONTRACTOR SHALL, PRIOR TO HAULING MATERIALS TO A DISPOSAL SITE, DEVELOP AND SUBMIT AN EROSION AND SEDIMENTATION CONTROL PLAN TO THE LOCAL CONSERVATION DISTRICT HAVING JURISDICTION, FOR THE DISPOSAL AREA. ANY SEDIMENT REMOVED DURING MAINTENANCE AND REMOVAL OF EROSION AND SEDIMENT CONTROL BMPS SHALL BE REPLACED ON THE SITE AS PART OF THE EARTHWORK OPERATIONS AND STABILIZED AS DETAILED IN THE PLAN AND SEQUENCE. D. CONSTRUCTION INSPECTION CONSTRUCTION INSPECTION 1. INSPECT ALL BMPS ACCORDING TO THE SCHEDULES OUTLINED IN THIS PLAN. PERFORM ALL INSPECT ALL BMPS ACCORDING TO THE SCHEDULES OUTLINED IN THIS PLAN. PERFORM ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK IMMEDIATELY, INCLUDING CLEAN-OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, RE-MULCHING, AND RE-NETTING. 2. MAINTAIN A LOG ON SITE SHOWING DATES THAT BMPS WERE INSPECTED AS WELL AS ANY MAINTAIN A LOG ON SITE SHOWING DATES THAT BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED. E. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE COUNTY CONSERVATION DISTRICT OR PADEP. ALSO, IMMEDIATELY NOTIFY PROJECT ENGINEER. F. CONSTRUCTION POLLUTION POTENTIAL CONSTRUCTION POLLUTION POTENTIAL BASED ON AVAILABLE MAPPING, THERE ARE NO NATURALLY OCCURRING GEOLOGIC FORMATION OR SOIL CONDITIONS THAT MAY HAVE THE POTENTIAL TO CAUSE POLLUTION DURING EARTH DISTURBANCE ACTIVITIES. G. MISCELLANEOUS NOTES MISCELLANEOUS NOTES 1. All WORK SHALL BE PERFORMED DURING DRY WEATHER PERIODS. All WORK SHALL BE PERFORMED DURING DRY WEATHER PERIODS. 2. PUMP WATER FROM WORK AREA(S) TO UNDISTURBED VEGETATED AREAS AND ACCORDING TO THE PUMP WATER FROM WORK AREA(S) TO UNDISTURBED VEGETATED AREAS AND ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN. 3. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 4. RETURN SEDIMENT THAT IS TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK TO THE RETURN SEDIMENT THAT IS TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK TO THE CONSTRUCTION SITE BY THE END OF EACH WORKDAY AND DISPOSE OF PROPERLY. DO NOT WASH, SHOVEL, OR SWEEP THE SEDIMENT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER. 5. SPRINKLE OR APPLY DUST SUPPRESSOR OR KEEP DUST WITHIN TOLERABLE LIMITS AT THE SITE. SPRINKLE OR APPLY DUST SUPPRESSOR OR KEEP DUST WITHIN TOLERABLE LIMITS AT THE SITE. H. ADDITIONAL NOTES ADDITIONAL NOTES TIONAL NOTES 1. HANDLE CONCRETE WASH WATER IN THE MANNER DESCRIBED IN THE PLAN. IN NO CASE SHALL IT BE HANDLE CONCRETE WASH WATER IN THE MANNER DESCRIBED IN THE PLAN. IN NO CASE SHALL IT BE ALLOWED TO ENTER SURFACE WATERS OR GROUNDWATER SYSTEMS. 2. KEEP ALL CHANNELS FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, KEEP ALL CHANNELS FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES. I. STABILIZATION STABILIZATION 1. PLACE TOPSOIL AS INDICATED ON THE PLAN AND IN ACCORDANCE WITH PUBLICATION 408- PLACE TOPSOIL AS INDICATED ON THE PLAN AND IN ACCORDANCE WITH PUBLICATION 408- SPECIFICATIONS. 2. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY UPON REACHING FINISHED GRADE. CUT PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. 3. USE THE SPECIFIED ROLLED EROSION CONTROL PRODUCT(S) ON ALL SEEDED AREAS WITHIN 50 FT OF USE THE SPECIFIED ROLLED EROSION CONTROL PRODUCT(S) ON ALL SEEDED AREAS WITHIN 50 FT OF NON-SPECIAL PROTECTION SURFACE WATERS, WITHIN 100 FT OF SPECIAL PROTECTION SURFACE WATERS, AND WITH SLOPES 3H:1V AND STEEPER. 4. STABILIZE ALL DISTURBED AREAS IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY STABILIZE ALL DISTURBED AREAS IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OF THE PROJECT. APPLY MULCH OR PROTECTIVE BLANKETING DURING NON-GERMINATING MONTHS. APPLY TEMPORARY STABILIZATION TO DISTURBED AREAS THAT WILL BE REACTIVATED WITHIN ONE YEAR; IF LONGER THAN ONE YEAR, APPLY PERMANENT STABILIZATION. 5. A DISTURBED AREA IS CONSIDERED PERMANENTLY STABILIZED WHEN IT IS COVERED WITH EITHER (1) A DISTURBED AREA IS CONSIDERED PERMANENTLY STABILIZED WHEN IT IS COVERED WITH EITHER (1) A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION; OR (2) AN ACCEPTABLE BMP WHICH PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION. 6. ENSURE THAT BMPS REMAIN FUNCTIONAL UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY ENSURE THAT BMPS REMAIN FUNCTIONAL UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP. J. FILL PROCEDURES FILL PROCEDURES 1. OBTAIN APPROVAL FOR ALL OFF-SITE WASTE AND BORROW AREAS FROM THE CONSERVATION OBTAIN APPROVAL FOR ALL OFF-SITE WASTE AND BORROW AREAS FROM THE CONSERVATION DISTRICT OR PADEP, AND FULLY IMPLEMENT THE PLAN PRIOR TO ACTIVATING THE SITE. 2. CLEAR, GRUB, AND STRIP TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER CLEAR, GRUB, AND STRIP TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL FROM FILL AREAS. 3. KEEP ALL TOPSOIL STOCKPILED ONSITE IN THE LOCATION (S) SHOWN ON THE PLAN. PROVIDE THE KEEP ALL TOPSOIL STOCKPILED ONSITE IN THE LOCATION (S) SHOWN ON THE PLAN. PROVIDE THE AMOUNT OF TOPSOIL REQUIRED TO COMPLETE THE FINAL GRADING AND TO ESTABLISH VEGETATION. PROTECT STOCKPILE(S) AS SHOWN ON THE PLAN. PLACE STOCKPILES NO GREATER THAN 35 FT IN HEIGHT WITH SLOPES NO STEEPER THAN 2H:1V. 4. COMPACT ALL FILLS TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR OTHER RELATED COMPACT ALL FILLS TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR OTHER RELATED PROBLEMS. COMPACT FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES, CONDUITS, ETC. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. PLACE ALL EARTHEN FILLS IN MAXIMUM 9-INCH THICK COMPACTED LAYERS. 5. DO NOT PLACE FILLS ON SATURATED OR FROZEN SURFACES. FILL MATERIALS SHALL BE FREE OF DO NOT PLACE FILLS ON SATURATED OR FROZEN SURFACES. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH CONSTRUCTION OF SATISFACTORY FILLS. DO NOT INCORPORATE SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS INTO FILLS. 6. ENSURE THAT CUT AND FILL SLOPES ARE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, ENSURE THAT CUT AND FILL SLOPES ARE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS. K. CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE 1. ENSURE THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL, DEFINED AS UNCONTAMINATED, ENSURE THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL, DEFINED AS UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDED SOILS, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT (NOT INCLUDING MILLED OR PROCESSED FOR REUSE), BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. 2. ANY PLACEMENT OF CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A ANY PLACEMENT OF CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL. 3. ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATION TECHNIQUES, INCLUDING BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF PADEP'S MANAGEMENT OF FILL POLICY. PROJECT CONTACTS: PA DEP NORTHEAST REGIONAL OFFICE MAILING ADDRESS: 2 PUBLIC SQUARE 2 PUBLIC SQUARE WILKES-BARRE, PA 18701 PHONE NUMBER: 570-826-2511 570-826-2511 WATERS OF THE COMMONWEALTH: THE RECEIVING SURFACE WATER IS LACKAWANNA RIVER. LACKAWANNA RIVER IS LISTED AS A WILD TROUT STREAM. NO CONSTRUCTION ACTIVITIES ARE ALLOWED WITHIN THE STREAM CHANNEL FROM OCTOBER 1 THROUGH APRIL 1.

AutoCAD SHX Text TOTAL PROPOSED PROJECT EARTH DISTURBANCE = 0.70 ACRES = 0.70 ACRES 0.70 ACRES AREAS WITHIN 100-YR FLOODPLAIN = 0.70 ACRES= 0.70 ACRES0.70 ACRES

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SCALE: 1" = 2000'

PROJECT LOCATION

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA…