W912P6-16-B-0008_Elkhart_Ave_Force_Main_Replacement_Plans.pdf

PDF 6 MB Posted Aug 12, 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

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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
Lake_Station_Forcemain_AMD_0004_Plans.pdf	PDF	Sep 8, 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_Amendment_Elkhart_Avenue_Force_Main_Replacement.pdf	PDF	Aug 12, 2016
W912P6-16-B-0008_Elkhart_Ave_Force_Main_Replacement_Plans.pdf	PDF	Aug 10, 2016
W912P6-16-B-0008_Elkhart_Ave_Force_Main_Replacement_Specs.pdf	PDF	Aug 10, 2016

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7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

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US Army Corps of Engineers

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LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

Solicitation: WP912P6-16-B-0008

Submittal - Solicitation Set

Contract: -----

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CITY OF LAKE STATION PUBLIC WORKS

PLANS FOR

ELKHART AVENUE FORCE MAIN REPLACEMENT

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INDIANAPOLIS

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LOUISVILLE. KY

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EVANSVILLE

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TERRE HAUTE

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FORT WAYNE

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SOUTH BEND

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BLOOMINGTON

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PRINT DATE: 7/12/167/12/16

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LAKE STATION

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PROJECT LOCATION

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PROJECT LOCATION

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US Army Corps of Engineers

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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.

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INDEX AND GENERAL INFORMATION

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REAL ESTATE AND CONTROL POINT DATA

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C-100 TO C-105

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PLAN AND PROFILE - FORCE MAIN - LINE "F2"

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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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PROPOSED:

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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EX. 72" RCP

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HATCHES:

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FORCE MAIN

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ex. 30' sanitary

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ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

CP #303

AutoCAD SHX Text

TBM #32

AutoCAD SHX Text B-1

AutoCAD SHX Text B-2

AutoCAD SHX Text B-1A

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

CP #302

AutoCAD SHX Text

TBM #31

AutoCAD SHX Text B-3

AutoCAD SHX Text B-4

AutoCAD SHX Text

CP #301

AutoCAD SHX Text

TBM #30

AutoCAD SHX Text

CP #300

AutoCAD SHX Text B-5

AutoCAD SHX Text B-6

AutoCAD SHX Text

SCALE: 1"=

AutoCAD SHX Text 0'

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

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SHEET OF

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PRINT DATE: 7/12/167/12/16

AutoCAD SHX Text

AutoCAD SHX Text No.

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STATE OF

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PE60860328

AutoCAD SHX Text BENCH INFORMATION (88 DATUM) BM L666 BRONZE DISK ON TOP OF BRIDGE BARRIER RAIL ON SOUTHWEST CORNER OF S.B. BRIDGE OVER LITTLE CALUMET RIVER. ELEV=603.21 TBM 1 RAILROAD SPIKE SOUTH SIDE OF COMBINATION POLE AT THE NORTHEAST CORNER OF 23rd COURT AND DECALB. ELEV=593.97 TBM 30 RAILROAD SPIKE IN THE WEST SIDE OF A COMBINATION POLE ON THE EAST SIDE OF A GRAVEL DRIVE ±75' SOUTH OF 15th AVENUE.ELEV=598.88 TBM 31 RAILROAD SPIKE IN THE WEST SIDE OF A COMBINATION POLE ON THE EAST SIDE OF A GRAVEL DRIVE ±1500' SOUTH OF 15th AVENUE.ELEV=595.12 TBM 32 RAILROAD SPIKE IN THE NORTH SIDE OF COMBINATION POLE ±50' WEST OFGRAVEL DRIVE AT THE SOUTH END OF PROJECT LIMIT. ELEV=593.06 TBM 50 TEMPORARY HUB SET ON THE NORTH BANK OF CREEK ±900' SOUTH OFSOUTH END OF PROJECT. ELEV=593.59

AutoCAD SHX Text

MATCHLINE

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MATCHLINE

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MATCHLINE

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MATCHLINE

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E. 15TH AVE.

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COORDINATE TABLE

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DESCRIPTION

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NORTHING

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EASTING

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ELEVATION

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TBM #30

AutoCAD SHX Text 10841.649

AutoCAD SHX Text 10028.042

AutoCAD SHX Text 597.725

AutoCAD SHX Text

TBM #31

AutoCAD SHX Text 9513.804

AutoCAD SHX Text 10011.992

AutoCAD SHX Text 593.943

AutoCAD SHX Text

TBM #32

AutoCAD SHX Text 8188.541

AutoCAD SHX Text 10187.424

AutoCAD SHX Text 591.415

AutoCAD SHX Text

CP #300

AutoCAD SHX Text 10887.838

AutoCAD SHX Text 10000.000

AutoCAD SHX Text 598.650

AutoCAD SHX Text

CP #301

AutoCAD SHX Text 10000.000

AutoCAD SHX Text 10000.00

AutoCAD SHX Text 594.130

AutoCAD SHX Text

CP #302

AutoCAD SHX Text 9110.745

AutoCAD SHX Text 10003.341

AutoCAD SHX Text 593.510

AutoCAD SHX Text

CP #303

AutoCAD SHX Text 8394.770

AutoCAD SHX Text 10162.697

AutoCAD SHX Text 592.560

AutoCAD SHX Text

EX. 30' SANITARY

AutoCAD SHX Text

EX. 30' SANITARY

AutoCAD SHX Text

CITY OF GARY DEED BOOK 419, PAGE 183

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NORTHERN INDIANA PUBLIC SERVICE CO.

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FRANK WARK

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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NORTHERN INDIANA PUBLIC SERVICE CO.

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NORTHERN INDIANA PUBLIC SERVICE CO.

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LAKE ERIE LAND COMPANY

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ROBERT BARTLETT'S EAST GARY SMALL FARMS

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PERMANENT EASEMENT

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PERMANENT EASEMENT

AutoCAD SHX Text

PERMANENT EASEMENT 0.53 ACRES

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CONSTR. LIMITS

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CONSTR. LIMITS

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CONSTR. LIMITS

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CONSTR. LIMITS

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CONSTR. LIMITS

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CONSTR. LIMITS

AutoCAD SHX Text

CONSTR. LIMITS

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CONSTR. LIMITS

AutoCAD SHX Text

SOIL BORING (SEE SPECIFICATIONS)

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TEMPORARY WORK/LAYDOWN AREA 0.26 ACRES

AutoCAD SHX Text (gravel road)

EXISTING SANITARY EASEMENT 1.88 ACRES

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STATE OF

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E. 15TH AVE.

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CITY OF GARY

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NORTHERN INDIANA PUBLIC SERVICE CO.

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FRANK WARK

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LAKE ERIE LAND COMPANY

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ROBERT BARTLETT'S EAST GARY SMALL FARMS

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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NORTHERN INDIANA PUBLIC SERVICE CO.

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NORTHERN INDIANA PUBLIC SERVICE CO.

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E. 15TH AVE.

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WETLAND

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WETLAND

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WETLAND

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WETLAND

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WETLAND

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WETLAND

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WETLAND

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WETLAND

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WETLAND

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WETLAND

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PRINT DATE: 7/12/167/12/16

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STATE OF

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PE60860328

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E. 15TH AVE.

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CITY OF GARY

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NORTHERN INDIANA PUBLIC SERVICE CO.

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FRANK WARK

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LAKE ERIE LAND COMPANY

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ROBERT BARTLETT'S EAST GARY SMALL FARMS

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

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NORTHERN INDIANA PUBLIC SERVICE CO.

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NORTHERN INDIANA PUBLIC SERVICE CO.

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E. 15TH AVE.

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CONSTRUCTION LIMITS

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CONSTRUCTION LIMITS

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CONSTRUCTION LIMITS

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CONSTRUCTION LIMITS

WORK AREA INCLUDES SANITARY EASEMENTS AND THE GRAVEL ACCESS ROAD

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PRINT DATE: 7/12/167/12/16

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AutoCAD SHX Text No.

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STATE OF

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PE60860328

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E. 15TH AVE.

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PROPOSED BYPASS

AutoCAD SHX Text

PROPOSED 18" FORCE MAIN

AutoCAD SHX Text

ex. 72" rcp

AutoCAD SHX Text

ex. 18" force main

AutoCAD SHX Text

ex. 18" force main

AutoCAD SHX Text

PROPOSED 18" FORCE MAIN

AutoCAD SHX Text

ex. 72" rcp

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PROPOSED BYPASS

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ACCESS RD.

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ACCESS RD.

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LAKE ERIE LAND COMPANY

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LAKE ERIE LAND COMPANY

AutoCAD SHX Text force main

AutoCAD SHX Text (brush)

AutoCAD SHX Text (stone)

AutoCAD SHX Text force main

AutoCAD SHX Text

ex. san. mh tr:593.09 inv(nw):582.48 inv(s):582.38

AutoCAD SHX Text 72" rcp

AutoCAD SHX Text 10" steel

AutoCAD SHX Text direction only

AutoCAD SHX Text (brush & small trees)

AutoCAD SHX Text tbm 32

AutoCAD SHX Text 12" d.i.

AutoCAD SHX Text 18" c.i. fm

AutoCAD SHX Text 18" c.i.

AutoCAD SHX Text 10" d.i. fm

AutoCAD SHX Text 10" fm

AutoCAD SHX Text (approx. loc.)

AutoCAD SHX Text 12" d.i.

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

ex. 30' sanitary

AutoCAD SHX Text

LAKE ERIE LAND COMPANY

AutoCAD SHX Text (stone)

AutoCAD SHX Text force main

AutoCAD SHX Text 72" rcp

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text existing ground

AutoCAD SHX Text

RESTRAINED JOINT

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SHEET OF

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PRINT DATE: 7/12/167/12/16

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AutoCAD SHX Text No.

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STATE OF

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PE60860328

AutoCAD SHX Text 10+00

AutoCAD SHX Text

FORCE MAIN - LINE "F1"

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AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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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

AutoCAD SHX Text

APP. SECTION LINE

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CITY OF GARY

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CITY OF GARY

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

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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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CONSTR. LIMITS

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CONSTR. LIMITS

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CONSTR. LIMITS

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CONSTR. LIMITS

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PERMANENT EASEMENT

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PERMANENT EASEMENT

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PERMANENT EASEMENT

AutoCAD SHX Text

MATCHLINE

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MATCHLINE

AutoCAD SHX Text

EX. 18" FORCE MAIN TO BE ABANDONED

AutoCAD SHX Text

ex. str. 204 shut off valve tr:592.16 inv(sw):584.63 inv(ne):584.63

AutoCAD SHX Text

ex. str. 203 shut off valve tr:592.24 inv(n):584.63

AutoCAD SHX Text

ex. str. 202 valve tr:592.04 inv(n):584.17 inv(s):847.17

AutoCAD SHX Text

ex. str. 205 check valve tr:591.04 inv(se):584.86 inv(nw):584.68

AutoCAD SHX Text

ex. str. 206 valve tr:591.09 inv(sw):583.26 inv(ne):583.11

AutoCAD SHX Text

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 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. SEE DEMOLITION PLAN FOR PIPE AND SEE DEMOLITION PLAN FOR PIPE AND STRUCTURE REMOVAL/ABANDONMENT.

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

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.

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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: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

SHEET OF

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PRINT DATE: 7/12/167/12/16

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AutoCAD SHX Text No.

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STATE OF

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PE60860328

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FORCE MAIN - LINE "F1"

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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)

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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

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LINE "F1"

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TEMPORARY 18" BYPASS

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CONSTR. LIMITS

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CONSTR. LIMITS

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EX. 18" FORCE MAIN TO BE ABANDONED

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MATCHLINE 15+00

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MATCHLINE 20+00

BRACE POLE AS REQ'D.

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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

SHEET OF

AutoCAD SHX Text

PRINT DATE: 7/12/167/12/16

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

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CONSTR. LIMITS

AutoCAD SHX Text

EX. 18" FORCE MAIN TO BE ABANDONED

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MATCHLINE 20+00

AutoCAD SHX Text

MATCHLINE 25+00

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.

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LAKE ERIE LAND COMPANY

AutoCAD SHX Text

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

SHEET OF

AutoCAD SHX Text

PRINT DATE: 7/12/167/12/16

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

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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

SHEET OF

AutoCAD SHX Text

PRINT DATE: 7/12/167/12/16

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

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AT&T

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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

SHEET OF

AutoCAD SHX Text

PRINT DATE: 7/12/167/12/16

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 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. REMOVE EX. FLAT TOP LID AND FRAME. REMOVE EX. FLAT TOP LID AND FRAME. DELIVER TO LAKE STATION. SEE DETAIL ON SHEET C-502. 5. SEED WITH WETLAND SEED MIXTURE SEED WITH WETLAND SEED MIXTURE FROM STA. 34+85 TO STA. 35+90.

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.

CLOSE VALVE AND REMOVE VALVE BOX

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AutoCAD SHX Text (stone)

AutoCAD SHX Text 72" rcp

AutoCAD SHX Text 10" steel

AutoCAD SHX Text direction only

AutoCAD SHX Text (brush & small trees)

AutoCAD SHX Text tbm 32

AutoCAD SHX Text 12" d.i.

AutoCAD SHX Text 18" c.i. fm

AutoCAD SHX Text 18" c.i.

AutoCAD SHX Text 10" d.i. fm

AutoCAD SHX Text 12" d.i.

AutoCAD SHX Text (de-energized)

AutoCAD SHX Text

RESTRAINED JOINT

AutoCAD SHX Text existing ground

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

PRINT DATE: 7/12/167/12/16

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE60860328

AutoCAD SHX Text

FORCE MAIN - LINE "F2"

AutoCAD SHX Text

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

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

AutoCAD SHX Text

12" PVC C905 SDR 18 FORCE MAIN

AutoCAD SHX Text

APP. SECTION LINE

AutoCAD SHX Text 10+00

AutoCAD SHX Text

CITY OF GARY

AutoCAD SHX Text

CITY OF GARY

AutoCAD SHX Text

LINE "F1"

AutoCAD SHX Text

TEMPORARY 12" BYPASS

AutoCAD SHX Text

TEMPORARY 18" BYPASS

AutoCAD SHX Text

CONSTR. LIMITS

AutoCAD SHX Text

PERMANENT EASEMENT

AutoCAD SHX Text

PERMANENT EASEMENT

AutoCAD SHX Text

PERMANENT EASEMENT

AutoCAD SHX Text

ex. str. 204 shut off valve tr:592.16 inv(sw):584.63 inv(ne):584.63

AutoCAD SHX Text

ex. str. 203 shut off valve tr:592.24 inv(n):584.63

AutoCAD SHX Text

ex. str. 205 check valve tr:591.04 inv(se):584.86 inv(nw):584.68

AutoCAD SHX Text

ex. str. 206 valve tr:591.09 inv(sw):583.26 inv(ne):583.11

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. SEE DEMOLITION PLAN FOR PIPE AND SEE DEMOLITION PLAN FOR PIPE AND STRUCTURE REMOVAL/ABANDONMENT. 4. SEE SHEETS C-100 TO C-105 FOR LINE SEE SHEETS C-100 TO C-105 FOR LINE "F1".

AutoCAD SHX Text

LINE "F2"

AutoCAD SHX Text

10" PVC C905 SDR 18 FORCE MAIN

AutoCAD SHX Text

10" TEMPORARY LINE STOP

10" TAPPING SLEEVE & VALVE

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SHEET OF

AutoCAD SHX Text

PRINT DATE: 7/12/167/12/16

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE60860328

AutoCAD SHX Text

TYPE I PIPE SUPPORT NOT TO SCALE

AutoCAD SHX Text

(2) SST 5/8" WEDGETYPE ANCHOR BOLTS WITH MIN. 3" EMBED

AutoCAD SHX Text

FRICTION PAD

AutoCAD SHX Text 38"X5"X9"

AutoCAD SHX Text

ADJUSTER

AutoCAD SHX Text

PIPE SADDLE

AutoCAD SHX Text

SEE PLANS

AutoCAD SHX Text

FOR SIZE, EL. AND PIPE

AutoCAD SHX Text

U - BOLT

AutoCAD SHX Text

PIPE PENETRATION DETAIL NOT TO SCALE

AutoCAD SHX Text

DIAMETER OF CORE DRILLED OR FORMED HOLE AS RECOMMENDED BY SEAL MANUFACTURER

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

HYDROSTATIC SEAL EQUAL TO "LINK SEAL" BY THUNDERLINE MANUFACTURING

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1/4

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text

BASE ELBOW/TEE SUPPORT DETAIL NOT TO SCALE

AutoCAD SHX Text

ANCHOR BOLTS AS SPECIFIED BY ELBOW MANUFACTURER

AutoCAD SHX Text

AS REQUIRED BY FITTING BASE (12" SQUARE MINIMUM)

AutoCAD SHX Text

POURED CONCRETE SUPPORT PEDESTAL HEIGHT AS REQUIRED

AutoCAD SHX Text

BASE ELBOW OR BASE TEE

AutoCAD SHX Text

1" MINIMUM NON-SHRINK GROUT

AutoCAD SHX Text

34" CHAMFER

AutoCAD SHX Text

SEAL ENDS WITH CAULK

AutoCAD SHX Text

SEAL ENDS WITH CAULK

AutoCAD SHX Text

PVC BEDDING DETAIL NOT TO SCALE

AutoCAD SHX Text

COMBINATION SEWAGE AIR RELEASE VALVE ASSEMBLY (OPTION 1) NOT TO SCALE

AutoCAD SHX Text NOTES: : 1. LOCATE TEST BOX OVER CENTERLINE OF FORCE MAIN. LOCATE TEST BOX OVER CENTERLINE OF FORCE MAIN. 2. PROVIDE TEST BOX AT 500' INTERVALS AND AT BENDS. PROVIDE TEST BOX AT 500' INTERVALS AND AT BENDS. 3. PROVIDE 12" WIRE LOOP INSIDE VALVE BOX, TYP. PROVIDE 12" WIRE LOOP INSIDE VALVE BOX, TYP. 4. INLINE CONNECTORS ON WIRE ARE NOT ALLOWED.INLINE CONNECTORS ON WIRE ARE NOT ALLOWED.

AutoCAD SHX Text

FORCE MAIN TRACER WIRE LOCATE STATION NOT TO SCALE

AutoCAD SHX Text

12" MIN. OF #8 COMPACTED CRUSHED STONE

AutoCAD SHX Text 4"x8"x16" SOLID CONCRETE BLOCK, LOCATE RADIALLY AROUND MANHOLE BASE. (MIN. 6 BLOCKS REQUIRED.)

AutoCAD SHX Text

TRACER WIRE (SEE SPECIFICATIONS)

AutoCAD SHX Text

2" STAINLESS STEEL BALL VALVE

AutoCAD SHX Text 48" PRECAST CONCRETE MANHOLEBARREL SECTIONS, BASE, TOP, JOINTS, ADJUSTING RINGS, ETC. SHALL CONFORM TO LAKE STATION REQUIREMENTS FOR A LAKE STATION REQUIREMENTS FOR A REQUIREMENTS FOR A TYPICAL PRECAST CONCRETE MANHOLE

AutoCAD SHX Text

MATCH EX. GRADE EL.

AutoCAD SHX Text

SEE MANHOLE FRAME AND COVER DETAIL

AutoCAD SHX Text

AIR VACUUM RELEASE VALVE

AutoCAD SHX Text

2" THREADED STAINLESS STEEL NIPPLE

AutoCAD SHX Text

CONNECTION PER MFG. RECOMMENDATION

AutoCAD SHX Text

FORCE MAIN (TYP.)

AutoCAD SHX Text

STAINLESS STEEL TAPPING SLEEVE

AutoCAD SHX Text

3" PVC, 3' LONG

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

SLACK LOOPS (TYP.)

AutoCAD SHX Text CONTINUOUS 12 GA. SOLID CORE COPPER WIRE, THHN INSULATION (TYP.) TAPED TO TOP OF PIPE. DO NOT WRAP AROUND PIPE.

AutoCAD SHX Text

CONTINUOUS NON-DETECTABLE GREEN WARNING TAPE INSTALLED 24" BELOW GRADE

AutoCAD SHX Text

ASPHALT CONCRETE COLLAR

AutoCAD SHX Text

6" DIA. VALVE BOX W/ HS-20 COVER MARKED "SEWER"

AutoCAD SHX Text

LOOP WIRE 6 FT. OF SLACK

AutoCAD SHX Text

60" FRP SEWER MARKER POST

AutoCAD SHX Text

PERMEABLE GEOTEXTILE FABRIC

AutoCAD SHX Text

SURFACE RESTORATION

AutoCAD SHX Text

EX. SURFACE

FINAL BACKFILL PER SPECIFICATIONS

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