Lake_Station_Forcemain_AMD_0004_Plans.pdf

PDF 3 MB Posted Sep 8, 2016

Attached to: Elkhart Avenue Force Main Replacement Federal contract opportunity
Solicitation number: W912P6-16-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

This file contains the Revised Drawing Sheets/Plans as modified via Amendment Number 0004

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Other files for this federal contract opportunity

Other files attached to Elkhart Avenue Force Main Replacement, newest first.
File	Type	Posted
ABSTRACT_OF_BIDS_Lake_Station_Force_Main_219_W912P616B0008KO_SIGNED.pdf	PDF	Sep 21, 2016
AMENDMENT_0004_W912P616B0008_LAKE_STATION_ELKHART.pdf	PDF	Sep 8, 2016
AMENDMENT_0003.pdf	PDF	Sep 7, 2016
W912P6-16-B-0008_Amendment_0002_Elkhart_Avenue_Forcemain_Replacement.pdf	PDF	Sep 1, 2016
W912P6-16-B-0008_Elkhart_Ave_Force_Main_Replacement_Plans.pdf	PDF	Aug 12, 2016
W912P6-16-B-0008_Amendment_Elkhart_Avenue_Force_Main_Replacement.pdf	PDF	Aug 12, 2016
W912P6-16-B-0008_Elkhart_Ave_Force_Main_Replacement_Specs.pdf	PDF	Aug 10, 2016
W912P6-16-B-0008_Elkhart_Ave_Force_Main_Replacement_Plans.pdf	PDF	Aug 10, 2016

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US Army Corps of Engineers

Chicago District

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SHEET OF

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PRINT DATE: 8/31/168/31/16

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STATE OF

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PE60860328

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1. EXISTING 10", 12", AND 18" FORCE MAINS AND STRUCTURE INDICATED TO REMAIN IN SEVICE AND TEMPORARY EXISTING 10", 12", AND 18" FORCE MAINS AND STRUCTURE INDICATED TO REMAIN IN SEVICE AND TEMPORARY 18" FORCE MAIN SHALL BE PROTECTED. EXISTING 72" RCP SEWER IS A CSO OVERFLOW PIPE THAT DISCHARGES COMBINED SEWAGE TO THE SOUTH; IT SHALL BE PROTECTED. THE AS-BUILT DRAWING INDICATES THE FORCE MAIN IS APPROXIMATELY 5 FEET APART. CONTRACTOR SHALL PROTECT AND SUPPORT EXISTING FACILITIES TO REMAIN IN SERVICE. 2. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO THE ENTIRE SET OF PLANS AND ARE NOT SHOWN ON THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO THE ENTIRE SET OF PLANS AND ARE NOT SHOWN ON EACH INDIVIDUAL SHEET. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING THESE NOTES THROUGHOUT THE ENTIRE PROJECT. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR THIS PROJECT. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR THIS PROJECT. ADDITIONS, DELETIONS, AND/OR REVISIONS TO THE PROPOSED FACILITIES SHALL NOT BE MADE WITHOUT PRIOR WRITTEN AGREEMENT OBTAINED FROM THE GOVERNMENT. THE CONTRACTOR SHALL KEEP AND MAINTAIN IN GOOD CONDITION A COMPLETE SET OF THE PROJECT PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 4. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, ORDINANCES, RULES, CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, ORDINANCES, RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS OF MUNICIPAL AUTHORITIES WHICH BEAR ON THE PERFORMANCE OF THE WORK. 5. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE CONSTRUCTION PLANS OR A IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE CONSTRUCTION PLANS OR A POTENTIAL UTILITY CONFLICT, HE SHALL CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION OF THE PORTION IN QUESTION. 6. CONSTRUCTION SHALL NOT COMMENCE UNTIL ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND ALL CONSTRUCTION SHALL NOT COMMENCE UNTIL ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND ALL PRE-CONSTRUCTION SUBMITTALS AS REQUIRED BY THE SPECIFICATION'S SUBMITTAL REGISTER HAVE BEEN APPROVED BY THE GOVERNMENT. 7. ALL RIGHT-OF-WAY AND PROPERTY LINES SHOWN ON THE PLANS ARE APPARENT AND WERE DETERMINED ALL RIGHT-OF-WAY AND PROPERTY LINES SHOWN ON THE PLANS ARE APPARENT AND WERE DETERMINED BASED UPON AVAILABLE INFORMATION AND CONSTRUCTION PLANS FROM OTHER SOURCES. 8. CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS, ACCORDING TO THE BEST EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS, ACCORDING TO THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ANY UTILITY WHICH MAY CONFLICT OR BE IMPACTED BY CONSTRUCTION PRIOR TO EXCAVATION. ANY UTILITY RELOCATION WHICH MAY BE REQUIRED SHALL BE THE RESPONSIBILITY OF THE AFFECTED UTILITY. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE; INDIANA UNDERGROUND LOCATION 1-800-382-5544. SEE SPECIFICATION SECTION 01 35 26 SUB PARAGRAPH UNDER 3.8 EXCAVATION FOR ADDITIONAL EXISTING UTILITY LOCATION REQUIREMENTS. 10. ALL EXISTING UTILITIES SHOWN IN PROFILE ARE SHOWN AT THEIR ASSUMED ELEVATIONS. CONTRACTOR SHALL ALL EXISTING UTILITIES SHOWN IN PROFILE ARE SHOWN AT THEIR ASSUMED ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL PROTECT POWER POLES AND/OR OTHER UTILITIES FROM DAMAGE IN A MANNER THE CONTRACTOR SHALL PROTECT POWER POLES AND/OR OTHER UTILITIES FROM DAMAGE IN A MANNER APPROVED BY THE UTILITY COMPANIES. 12. THE CONTRACTOR SHALL PROVIDE, AT HIS EXPENSE, ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL THE CONTRACTOR SHALL PROVIDE, AT HIS EXPENSE, ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY, OR LOCAL AGENCIES. THE AMOUNT, LOCATION, AND SIZE SHALL BE AS REQUIRED BY THE AGENCY. 13. PROPOSED WATER MAIN CROSSING ANY AND ALL SANITARY SEWERS AND FORCE MAINS SHALL HAVE A PROPOSED WATER MAIN CROSSING ANY AND ALL SANITARY SEWERS AND FORCE MAINS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SANITARY SEWER AS POSSIBLE AS SPECIFIED IN 327 IAC 3-6-9. 14. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT SHALL INCLUDE ALL AGGREGATE BASE AND REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT SHALL INCLUDE ALL AGGREGATE BASE AND SUB-GRADE MATERIALS. SAW-CUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT, AND TRUE TO LINE. ALL CONCRETE AND ASPHALT PAVEMENT MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. 15. ALL NON-PAVED AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING, ALL NON-PAVED AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING, AS REQUIRED ON EROSION CONTROL PLAN. 16. ALL DISTURBED AREAS INCLUDING, BUT NOT LIMITED TO, STREETS, DRIVES, WALKS, LAWNS, ETC. SHALL BE ALL DISTURBED AREAS INCLUDING, BUT NOT LIMITED TO, STREETS, DRIVES, WALKS, LAWNS, ETC. SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. ALL CULVERTS, STORM PIPES, AND APPURTENANCES SHALL BE REPLACED AS SPECIFIED BY THE CONTRACT DOCUMENTS OR IF DAMAGED DURING CONSTRUCTION WITH SAME MATERIAL AND SIZE AS EXISTING. CULVERT SIZE SHALL NOT BE SMALLER THAN 12 INCHES. SWALES, DITCHES, ETC. SHALL BE REGRADED TO PROVIDE POSITIVE DRAINAGE. 17. DISTURBED AREAS IN THE GRAVEL DRIVE SHALL BE RESTORED WITH STONE AS SHOWN IN DETAILS. DISTURBED AREAS IN THE GRAVEL DRIVE SHALL BE RESTORED WITH STONE AS SHOWN IN DETAILS. 18. CONTRACTOR SHALL CONDUCT A "WALK THROUGH" MEETING WITH OWNER AND ENGINEER WHEN THE CONTRACTOR SHALL CONDUCT A "WALK THROUGH" MEETING WITH OWNER AND ENGINEER WHEN THE CONTRACTOR BELIEVES THE FINAL RESTORATION IS COMPLETE TO ENSURE THE RESTORATION MEETS THE EXPECTATIONS OF THE OWNERS. 19. ALL EXISTING FLOWS THROUGH SANITARY SYSTEM SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. ALL EXISTING FLOWS THROUGH SANITARY SYSTEM SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 20. FITTINGS SHALL BE DUCTILE IRON, CLASS 250 RESTRAINED AND POLYWRAPPED; IF 200 PSI PVC FITTINGS WITH FITTINGS SHALL BE DUCTILE IRON, CLASS 250 RESTRAINED AND POLYWRAPPED; IF 200 PSI PVC FITTINGS WITH RESTRAINT JOINTS MATCHING PIPE ARE AVAILABLE, THEY MAY BE USED. 21. TEMPORARY BYPASS PIPE SHALL BE HDPE, DR 26, 18", 12" OR 10" DIAMETER AS SHOWN. TEMPORARY BYPASS PIPE SHALL BE HDPE, DR 26, 18", 12" OR 10" DIAMETER AS SHOWN. 22. FITTINGS ARE SHOWN IN THE TEMPORARY FORCE MAIN, BUT PIPE MAY BE RADIUSES IN LIEU OF ELBOWS. FITTINGS ARE SHOWN IN THE TEMPORARY FORCE MAIN, BUT PIPE MAY BE RADIUSES IN LIEU OF ELBOWS. INTENT IS FOR TEMPORARY FORCE MAIN TO BE LAID ON THE GROUND. 23. PROPOSED FORCE MAIN TO BE INSTALLED IN SAME ALIGNMENT AS EXISTING WHERE SHOWN. TEMPORARY 10", PROPOSED FORCE MAIN TO BE INSTALLED IN SAME ALIGNMENT AS EXISTING WHERE SHOWN. TEMPORARY 10", 12", AND 18" FORCE MAIN TO BE INSTALLED AS SHOWN. PROTECT EXISTING FORCE MAIN AND STRUCTURES TO REMAIN. 24. PROVIDE ACCESS TO CITY OF GARY SANITARY DISTRICT, LAKE STATION DISTRICT, AND LAKE ERIE LAND TRUST PROVIDE ACCESS TO CITY OF GARY SANITARY DISTRICT, LAKE STATION DISTRICT, AND LAKE ERIE LAND TRUST IF NEEDED TO CHECK ON FACILITIES. 25. DEFLECTIONS REQUIRED FOR PROPOSED FORCE MAIN SHALL BE MADE AT JOINTS. DO NOT EXCEED DEFLECTIONS REQUIRED FOR PROPOSED FORCE MAIN SHALL BE MADE AT JOINTS. DO NOT EXCEED MANUFACTURER'S ALLOWABLE DEFLECTION. 26. INSTALL TRACER WIRE ON ALL FORCE MAIN, BRING UP IN SIGNAL BOX EVERY 500 FEET. INSTALL TRACER WIRE ON ALL FORCE MAIN, BRING UP IN SIGNAL BOX EVERY 500 FEET. 27. THE CITY FOUND SOME INFREQUENT BITS OF DEBRIS SUCH AS 8"x4"x10" CONCRETE WHEN THE TEST HOLES THE CITY FOUND SOME INFREQUENT BITS OF DEBRIS SUCH AS 8"x4"x10" CONCRETE WHEN THE TEST HOLES WERE DUG. IF THIS TYPE OF DEBRIS IS FOUND IN THE TRENCH, DISPOSE OF IT OFF-SITE. 28. CONTRACTOR SHALL LOCK GATE WHEN HE/SHE IS NOT WORKING. CONTRACTOR SHALL PROVIDE THE REQUIRED CONTRACTOR SHALL LOCK GATE WHEN HE/SHE IS NOT WORKING. CONTRACTOR SHALL PROVIDE THE REQUIRED LOCK. CONTRACTOR SHALL PROVIDE KEY TO "USCOE". 29. CONTRACTOR SHALL FLUSH EXISTING FORCE MAIN AND CAP IT WHERE CUT. THIS IS INCIDENTAL TO THE WORK. CONTRACTOR SHALL FLUSH EXISTING FORCE MAIN AND CAP IT WHERE CUT. THIS IS INCIDENTAL TO THE WORK. 30. CONTRACTOR SHALL REMOVE TREES AS NEEDED. CONTRACTOR SHALL REMOVE TREES AS NEEDED. 31. CONTRACTOR SHALL NOT PLACE FILL IN WETLANDS OR THE FLOODWAY. ANY WETLAND AREAS IMPACTED BY CONTRACTOR SHALL NOT PLACE FILL IN WETLANDS OR THE FLOODWAY. ANY WETLAND AREAS IMPACTED BY CONSTRUCTION SHALL BE RETURNED TO ORIGINAL GRADE AND BE RE-SEEDED. 32. CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS FROM THE JOB SITE AND DISPOSE OF IN A LEGAL CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS FROM THE JOB SITE AND DISPOSE OF IN A LEGAL MANNER. 33. ANY DE-WATERING OPERATIONS SHALL DISCHARGE THROUGH A SEDIMENT FILTER AND BE DIRECTED TO THE ANY DE-WATERING OPERATIONS SHALL DISCHARGE THROUGH A SEDIMENT FILTER AND BE DIRECTED TO THE DITCH ALONG E. 15th AVE. 34. BOTH OPEN CUT 18" PVC AND HDD 24" HDPE PIPE ARE ACCEPTABLE PER THE CONTRACT BID SCHEDULE. BOTH OPEN CUT 18" PVC AND HDD 24" HDPE PIPE ARE ACCEPTABLE PER THE CONTRACT BID SCHEDULE. DETAILS FOR THE 18" PVC PIPE ARE SHOWN ON THE PLAN SHEETS BUT CAN BE REPLACED WITH THE 24" HDPE OPTION DEPENDING ON THE CONTRACTOR'S BIDDING PREFERENCE. EACH METHOD MUST FOLLOW ALL RELEVANT PRODUCT AND INSTALLATION REQUIREMENTS DETAILED IN THE TECHNICAL SPECIFICATION SECTIONS. IF HDD IS USED TO INSTALL THE FORCE MAIN, GRANULAR BACKFILL IS NOT REQUIRED UNLESS AN EXCAVATION IS MADE IN THE GRAVEL ROAD. IN THAT CASE, THE EXCAVATION SHALL BE BACKFILLED WITH GRANULAR MATERIAL.

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INDEX AND GENERAL INFORMATION

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REAL ESTATE AND CONTROL POINT DATA

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WORK AREA PLAN

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C-100 TO C-105

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C-500 TO C-502

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EROSION CONTROL PLAN

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DEMOLITION PLAN

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UTILITIES

AutoCAD SHX Text TELEPHONE: : AT&T 302 SOUTH EAST ST FLOOR 1 CROWN POINT, INDIANA 46307 PHONE: (219) 662-4418 GAS & ELECTRIC: : NIPSCO 801 E 86th AVE MERRILLVILLE, IN 46410 PHONE: (319) 647-4299 SANITARY: : GARY SANITARY DISTRICT 3600 W. 3rd AVE GARY, IN 46406 PHONE: (219) 944-1211 SANITARY: LAKE STATION UTILITY DEPT. 1969 CENTRAL AVE. LAKE STATION, IN 46405 PHONE: (219) 962-8511

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LEGEND:

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EXISTING:

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AutoCAD SHX Text THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.

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GENERAL NOTES

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NEW INTERMEDIATE VALVE STRUCTURE

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UTILITY REMOVAL / ABANDONMENT

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HATCHES:

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FORCE MAIN

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ADDENDUM 1

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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OR 439 LF OF 24" DR11 HDPE DIRECTIONAL DRILLED

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PRINT DATE: 8/30/168/30/16

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FORCE MAIN - LINE "F1"

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SCALE: 1"=20'

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SCALE: 1"=20' (HORIZ) 1"=20' (HORIZ) (HORIZ) 1"=5' (VERT)(VERT)

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18" PVC C905 SDR 18 FORCE MAIN

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APP. SECTION LINE

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CITY OF GARY

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CITY OF GARY

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LINE "F1"

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LINE "F1"

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TEMPORARY 18" BYPASS

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PROPOSED BYPASS

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CONSTR. LIMITS

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PERMANENT EASEMENT

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MATCHLINE

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MATCHLINE

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EX. 18" FORCE MAIN TO BE ABANDONED

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ex. str. 209 check valve tr:591.86 inv(w):584.41 inv(e):584.44

AutoCAD SHX Text NOTES: : 1. ALL FITTINGS SHALL BE ALL FITTINGS SHALL BE RESTRAINED, MECHANICAL JOINT, AND POLYWRAPPED. 2. CONTRACTOR SHALL FIELD CONTRACTOR SHALL FIELD VERIFY PRIOR TO INSTALLATION. 3. ABANDON EX. 18" FORCE MAIN. ABANDON EX. 18" FORCE MAIN. 4. SEE DEMOLITION PLAN FOR SEE DEMOLITION PLAN FOR PIPE AND STRUCTURE REMOVAL/ABANDONMENT. 5. 24" DR11 HDPE INSTALLED BY 24" DR11 HDPE INSTALLED BY DIRECTIONAL DRILLING IS ACCEPTABLE ALTERNATE. 6. HARVEY ADAPTOR WITH WATER HARVEY ADAPTOR WITH WATER STOPS REQUIRED AT EVERY DI CONNECTION TO HDPE. 7. BENDS SHOWN MAY BE MADE BENDS SHOWN MAY BE MADE BY CURVING HDPE PIPE.

AutoCAD SHX Text

MATCHLINE 15+00

AutoCAD SHX Text

TEMP. LINESTOP

AutoCAD SHX Text

REMOVE CHECK VALVE & INSTALL PLUG VALVE

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LINE "F1"

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TEMPORARY 12" BYPASS

AutoCAD SHX Text STRUCTURE NOTES: : 1. INSTALL 12" TAPPING SLEEVE AND VALVE FOR USE W/ BYPASS INSTALL 12" TAPPING SLEEVE AND VALVE FOR USE W/ BYPASS PIPING AND PERMANENT USE. INSTALL IN STRUCTURE #1. PROVIDE 2" AIR RELEASE VALVE DURING BYPASS OPERATION. 2. INSTALL 10" TAPPING SLEEVE AND VALVE FOR USE W/ BYPASS INSTALL 10" TAPPING SLEEVE AND VALVE FOR USE W/ BYPASS PIPING AND PERMANENT USE. INSTALL IN STRUCTURE #2. PROVIDE 2" AIR RELEASE VALVE DURING BYPASS OPERATION.

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text 08/30/16

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

AutoCAD SHX Text (stone)

AutoCAD SHX Text force main

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ex. san. mh tr:593.84 inv(n):582.46 inv(s):582.37

AutoCAD SHX Text

ex. san. mh tr:593.36 inv(n):582.41 inv(se):582.36

AutoCAD SHX Text 72" rcp

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text existing ground

AutoCAD SHX Text

OR 500 LF OF 24" DR11 HDPE DIRECTIONAL DRILLED

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SHEET OF

AutoCAD SHX Text

PRINT DATE: 8/30/168/30/16

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AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

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PE60860328

AutoCAD SHX Text

FORCE MAIN - LINE "F1"

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text 15+00

AutoCAD SHX Text

SCALE: 1"=20' (HORIZ) 1"=20' (HORIZ) (HORIZ) 1"=5' (VERT)(VERT)

AutoCAD SHX Text

18" PVC C905 SDR 18 FORCE MAIN

AutoCAD SHX Text 16+00

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text 19+00

AutoCAD SHX Text 20+00

AutoCAD SHX Text

LINE "F1"

AutoCAD SHX Text

TEMPORARY 18" BYPASS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

EX. 18" FORCE MAIN TO BE ABANDONED

AutoCAD SHX Text

MATCHLINE 15+00

AutoCAD SHX Text

MATCHLINE 20+00

AutoCAD SHX Text

BRACE POLE AS REQ'D.

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text 08/30/16

AutoCAD SHX Text

NOTES: : 1. ALL FITTINGS SHALL BE RESTRAINED, ALL FITTINGS SHALL BE RESTRAINED, MECHANICAL JOINT, AND POLYWRAPPED. 2. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONTRACTOR SHALL FIELD VERIFY PRIOR TO INSTALLATION. 3. ABANDON EX. 18" FORCE MAIN. ABANDON EX. 18" FORCE MAIN. 4. 24" DR11 HDPE INSTALLED BY DIRECTIONAL 24" DR11 HDPE INSTALLED BY DIRECTIONAL DRILLING IS ACCEPTABLE ALTERNATE. 5. HARVEY ADAPTOR WITH WATER STOPS REQUIRED HARVEY ADAPTOR WITH WATER STOPS REQUIRED AT EVERY DI CONNECTION TO HDPE.

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

AutoCAD SHX Text (stone)

AutoCAD SHX Text force main

AutoCAD SHX Text

ex. san. mh tr:594.48 inv(n):582.86 inv(s):582.71

AutoCAD SHX Text 72" rcp

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text existing ground

AutoCAD SHX Text

OR 500 LF OF 24" DR11 HDPE DIRECTIONAL DRILLED

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

PRINT DATE: 8/30/168/30/16

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE60860328

AutoCAD SHX Text

FORCE MAIN - LINE "F1"

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text 20+00

AutoCAD SHX Text

SCALE: 1"=20' (HORIZ) 1"=20' (HORIZ) (HORIZ) 1"=5' (VERT)(VERT)

AutoCAD SHX Text

18" PVC C905 SDR 18 FORCE MAIN

AutoCAD SHX Text 21+00

AutoCAD SHX Text 22+00

AutoCAD SHX Text 23+00

AutoCAD SHX Text 24+00

AutoCAD SHX Text 25+00

AutoCAD SHX Text

LINE "F1"

AutoCAD SHX Text

TEMPORARY 18" BYPASS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

EX. 18" FORCE MAIN TO BE ABANDONED

AutoCAD SHX Text

MATCHLINE 20+00

AutoCAD SHX Text

MATCHLINE 25+00

AutoCAD SHX Text NOTES: : 1. ALL FITTINGS SHALL BE RESTRAINED, ALL FITTINGS SHALL BE RESTRAINED, MECHANICAL JOINT, AND POLYWRAPPED. 2. CONTRACTOR SHALL FIELD VERIFY PRIOR CONTRACTOR SHALL FIELD VERIFY PRIOR TO INSTALLATION. 3. ABANDON EX. 18" FORCE MAIN. ABANDON EX. 18" FORCE MAIN. 4. 24" DR18 INSTALLED BY DIRECTIONAL 24" DR18 INSTALLED BY DIRECTIONAL DRILLING IS ACCEPTABLE ALTERNATE. 5. HARVEY ADAPTOR WITH WATER STOPS HARVEY ADAPTOR WITH WATER STOPS REQUIRED AT EVERY DI CONNECTION.

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text 08/30/16

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

AutoCAD SHX Text tbm 31

AutoCAD SHX Text (stone)

AutoCAD SHX Text force main

AutoCAD SHX Text

ex. san. mh tr:594.86 inv(n):582.96 inv(s):582.73

AutoCAD SHX Text

ex. san. mh tr:594.69 inv(n):582.83 inv(s):582.74

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text existing ground

AutoCAD SHX Text

OR 500 LF OF 24" DR11 HDPE DIRECTIONAL DRILLED

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

PRINT DATE: 8/30/168/30/16

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE60860328

AutoCAD SHX Text

FORCE MAIN - LINE "F1"

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text 25+00

AutoCAD SHX Text

SCALE: 1"=20' (HORIZ) 1"=20' (HORIZ) (HORIZ) 1"=5' (VERT)(VERT)

AutoCAD SHX Text

18" PVC C905 SDR 18 FORCE MAIN

AutoCAD SHX Text 26+00

AutoCAD SHX Text 27+00

AutoCAD SHX Text 28+00

AutoCAD SHX Text 29+00

AutoCAD SHX Text 30+00

AutoCAD SHX Text

LINE "F1"

AutoCAD SHX Text

TEMPORARY 18" BYPASS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

EX. 18" FORCE MAIN TO BE ABANDONED

AutoCAD SHX Text

MATCHLINE 25+00

AutoCAD SHX Text

MATCHLINE 30+00

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text 08/30/16

AutoCAD SHX Text NOTES: : 1. ALL FITTINGS SHALL BE RESTRAINED, ALL FITTINGS SHALL BE RESTRAINED, MECHANICAL JOINT, AND POLYWRAPPED. 2. CONTRACTOR SHALL FIELD VERIFY PRIOR CONTRACTOR SHALL FIELD VERIFY PRIOR TO INSTALLATION. 3. ABANDON EX. 18" FORCE MAIN. ABANDON EX. 18" FORCE MAIN. 4. 24" DR11 HDPE INSTALLED BY 24" DR11 HDPE INSTALLED BY DIRECTIONAL DRILLING IS ACCEPTABLE ALTERNATE. 5. HARVEY ADAPTOR WITH WATER STOPS HARVEY ADAPTOR WITH WATER STOPS REQUIRED AT EVERY DI CONNECTION TO HDPE.

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NORTHERN INDIANA PUBLIC SERVICE CO.

AutoCAD SHX Text

NORTHERN INDIANA PUBLIC SERVICE CO.

AutoCAD SHX Text force main

AutoCAD SHX Text (stone)

AutoCAD SHX Text

ex. san. mh tr:595.25 inv(n):583.32 inv(s):583.20

AutoCAD SHX Text 72" rcp

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text (energized)

AutoCAD SHX Text existing ground

AutoCAD SHX Text

OR 500 LF OF 24" DR11 HDPE DIRECTIONAL DRILLED

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

PRINT DATE: 8/30/168/30/16

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE60860328

AutoCAD SHX Text

FORCE MAIN - LINE "F1"

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text 30+00

AutoCAD SHX Text

SCALE: 1"=20' (HORIZ) 1"=20' (HORIZ) (HORIZ) 1"=5' (VERT)(VERT)

AutoCAD SHX Text

18" PVC C905 SDR 18 FORCE MAIN

AutoCAD SHX Text

APP.

AutoCAD SHX Text

APP.

AutoCAD SHX Text 31+00

AutoCAD SHX Text 32+00

AutoCAD SHX Text 33+00

AutoCAD SHX Text 34+00

AutoCAD SHX Text 35+00

AutoCAD SHX Text

APP.

AutoCAD SHX Text

LINE "F1"

AutoCAD SHX Text

TEMPORARY 18" BYPASS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

EX. 18" FORCE MAIN TO BE ABANDONED

AutoCAD SHX Text

MATCHLINE 30+00

AutoCAD SHX Text

MATCHLINE 35+00

AutoCAD SHX Text NOTES: : 1. ALL FITTINGS SHALL BE RESTRAINED, MECHANICAL JOINT, AND ALL FITTINGS SHALL BE RESTRAINED, MECHANICAL JOINT, AND POLYWRAPPED. 2. CONTRACTOR SHALL FIELD VERIFY PRIOR TO INSTALLATION. CONTRACTOR SHALL FIELD VERIFY PRIOR TO INSTALLATION. 3. ABANDON EX. 18" FORCE MAIN. ABANDON EX. 18" FORCE MAIN. 4. SEED WITH WETLAND SEED MIXTURE FROM STA. 34+85 TO STA. SEED WITH WETLAND SEED MIXTURE FROM STA. 34+85 TO STA. 35+90. 5. 24" DR11 HDPE INSTALLED BY DIRECTIONAL DRILLING IS 24" DR11 HDPE INSTALLED BY DIRECTIONAL DRILLING IS ACCEPTABLE ALTERNATE. 6. HARVEY ADAPTOR WITH WATER STOPS REQUIRED AT EVERY DI HARVEY ADAPTOR WITH WATER STOPS REQUIRED AT EVERY DI CONNECTION TO HDPE. 7. BENDS SHOWN MAY BE MADE BY CURVING HDPE PIPE.BENDS SHOWN MAY BE MADE BY CURVING HDPE PIPE.

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text 08/30/16

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AT&T

AutoCAD SHX Text

NORTHERN INDIANA PUBLIC SERVICE CO.

AutoCAD SHX Text 8' chain link fence

AutoCAD SHX Text gate

AutoCAD SHX Text safety fence

AutoCAD SHX Text steel gate

AutoCAD SHX Text (3" gas line)

AutoCAD SHX Text tbm 30

AutoCAD SHX Text (stone)

AutoCAD SHX Text (asphalt)

AutoCAD SHX Text with barbed wire

AutoCAD SHX Text (stone)

AutoCAD SHX Text force main

AutoCAD SHX Text (woods)

AutoCAD SHX Text (control panel)

AutoCAD SHX Text (steps)

AutoCAD SHX Text (conc)

AutoCAD SHX Text (gate crank)

AutoCAD SHX Text 18"

AutoCAD SHX Text

ex. san. mh tr:596.30 inv(s):583.22 inv(n):583.32

AutoCAD SHX Text direction only

AutoCAD SHX Text 72" rcp

AutoCAD SHX Text

ex. weir inv. 585.50 16.15 drop

AutoCAD SHX Text (asphalt)

AutoCAD SHX Text (3" gas line)

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text (energized)

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text 597.4±

AutoCAD SHX Text existing ground

AutoCAD SHX Text

OR 222 LF OF 24" DR11 HDPE DIRECTIONAL DRILLED

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

PRINT DATE: 8/30/168/30/16

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE60860328

AutoCAD SHX Text

FORCE MAIN - LINE "F1"

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text 35+00

AutoCAD SHX Text

SCALE: 1"=20' (HORIZ) 1"=20' (HORIZ) (HORIZ) 1"=5' (VERT)(VERT)

AutoCAD SHX Text

18" PVC C905 SDR 18 FORCE MAIN

AutoCAD SHX Text

FRANK WARK

AutoCAD SHX Text

FRANK WARK

AutoCAD SHX Text 36+00

AutoCAD SHX Text

NORTHERN INDIANA PUBLIC SERVICE CO.

AutoCAD SHX Text

APP.

AutoCAD SHX Text

LINE "F1"

AutoCAD SHX Text

TEMPORARY 18" BYPASS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

ex. sanitary sewer easement

AutoCAD SHX Text

ex. sanitary sewer easement

AutoCAD SHX Text

BYPASS CONNECTION SEE DETAIL, SHEET C501

AutoCAD SHX Text E. 15th AVE

AutoCAD SHX Text E. 15th AVE.

AutoCAD SHX Text

MATCHLINE 35+00

AutoCAD SHX Text NOTES: : 1. ALL FITTINGS SHALL BE ALL FITTINGS SHALL BE RESTRAINED, MECHANICAL JOINT, AND POLYWRAPPED. 2. CONTRACTOR SHALL FIELD CONTRACTOR SHALL FIELD VERIFY PRIOR TO INSTALLATION. 3. ABANDON EX. 18" FORCE MAIN. ABANDON EX. 18" FORCE MAIN. 4. REMOVE EX. FLAT TOP LID AND REMOVE EX. FLAT TOP LID AND FRAME. DELIVER TO LAKE STATION. SEE DETAIL ON SHEET C-502. 5. SEED WITH WETLAND SEED SEED WITH WETLAND SEED MIXTURE FROM STA. 34+85 TO STA. 35+90.24" 6. 24" DR11 HDPE INSTALLED BY 24" DR11 HDPE INSTALLED BY DIRECTIONAL DRILLING IS ACCEPTABLE ALTERNATE. 7. HARVEY ADAPTOR WITH WATER HARVEY ADAPTOR WITH WATER STOPS REQUIRED AT EVERY DI CONNECTION TO HDPE. 8. BENDS SHOWN MAY BE MADE BENDS SHOWN MAY BE MADE BY CURVING HDPE PIPE.

AutoCAD SHX Text

SEE NOTE 4, PROVIDE 2" AIR RELEASE VALVE DURING BYPASS OPERATION

AutoCAD SHX Text

ACCESS RD.

AutoCAD SHX Text

REMOVE TREES AS REQ'D.

AutoCAD SHX Text

CLOSE VALVE AND REMOVE VALVE BOX

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text 08/30/16

File details come from the government source that posted it. Updated Nov 14, 2017.