W912P618B0013_East_Chicago-Indianapolis_Blvd_RTA_PLANS.pdf

PDF 17 MB Posted Aug 24, 2018

Attached to: WATER MAIN REPLACEMENT SECTION 219 PROJECT, EAST CHICAGO, LAKE COUNTY, INDIANA
Solicitation number: W912P618B0013
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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W912P6-18-B-0013 SOLICITATION PLAN SHEETS

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File	Type	Posted
Amendment_0002_W912P618B0013_-_Water_Main_Replacement_Section_219_project,_East_Chicago.pdf	PDF	Sep 20, 2018
Amendment_0001_W912P618B0013_-_Water_Main_Replacement_Section_219_project,_East_Chicago.pdf	PDF	Sep 13, 2018
FINAL_RELEASED_W912P618B0013_East_Chicago-Indianapolis_Blvd_RTA_SPECS_(24-Aug-18).pdf	PDF	Aug 24, 2018

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IDENTIFICATION

US Army Corps of Engineers

Chicago District

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GENERAL CONSTRUCTION NOTES

DEFINITIONS

1. Within these general notes,

a. The "Owner" shall mean City of East Chicago.

b. The "Municipality" shall mean the City of East

Chicago.

c. The "Contractor" shall mean the prime contractor and all of its subcontractors responsible for the completion of this project.

d. The "Engineer" shall mean DLZ Indiana, LLC or the

Owner's authorized representative.

e. The "Utility" shall mean any private or public company providing gas, electric, water, sanitary sewer, storm sewer, combined sewer, telephone, cable television, and/or fiber optic or communication services.

f. ADA shall mean Americans with Disabilities Act.

g. INDOT shall mean Indiana Department of

Transportation.

h. IDEM shall mean Indiana Department of

Environmental Management.

i. USACE shall mean U.S. Army Corps of Engineers.

j. IDNR shall mean Indiana Department of Natural

Resources.

k. NRCS shall mean Natural Resources Conservation

Service.

l. OSHA shall mean Occupational Safety and Health

Administration.

m. HMA shall mean hot mix asphalt pavement.

GENERAL

1. All work described in these general notes shall be considered incidental to other work and shall not be paid for separately, unless identified on the bid form.

2. Should any errors become apparent on the plans, they shall be brought to the attention of the USACE and the

Owner, Municipality, and/or Engineer's attention prior to construction so that clarification or redesign may occur.

3. In the event the USACE, the Owner, Municipality, and/or

Engineer finds the materials or the finished product in which the materials are used or the work performed are not in reasonably close conformance with the plans and specifications, and have resulted in an inferior or unsatisfactory product, the work or materials shall be removed and replaced or otherwise corrected at the

Contractor's expense. Corrections shall be approved by

USACE and the Owner.

4. The Contractor shall have available at all times and on the work site when work is in progress, as his agent, a competent superintendent capable of reading and understanding the plans and specifications and experienced in the type of work being performed. The superintendent shall be furnished irrespective of the amount of work sublet.

5. Provide Owner, Municipality, and/or Engineer the name and emergency telephone number(s) of an authorized representative(s) of the Contractor. Said representative(s) shall be available 24 hours, seven days a week in the event an after hour emergency arises on the project site. Said person shall have the authority to coordinate and mobilize corrective procedures immediately upon notification of said emergency.

6. The Contractor shall obtain all local permits required for the completion of the project, unless otherwise noted.

7. Comply with all local, state, and federal permit requirements.

8. All work shall be in accordance with EM 385-1-1, 'Safety and Health Requirements Manual', Revised 1996; U.S.

Army Corps of Engineers.

WORKING TIMES

1. Standard work hours shall be between 7:00 am to 7:00 pm Monday through Saturday, unless authorized or indicated by the Owner.

2. Unless authorized by the Owner, work shall not be performed on: Sundays, New Year's Day, Martin Luther

King Day, Good Friday, Primary Election Day, Memorial

Day, Independence Day, Labor Day, Election Day, Thanksgiving Day, Friday after Thanksgiving Day, and

Christmas Day.

NOTIFICATIONS

1. Provide notification to the Owner, Municipality, Engineer, all emergency services (police, fire, ambulance, etc.), schools, and other affected public service agencies at least 48 hours in advance of all roadway closures, disruptions to utility services, and/or connections to existing utilities.

2. Notify the Owner, Municipality, or applicable Utility a minimum of 48-hours prior to installing new sewer, water, or other utility connections.

HOUSEKEEPING & SAFETY

1. Comply with applicable USACE and OSHA regulations and safety requirements of any other agency having jurisdiction.

2. Provide safe access to USACE, the Owner, Municipality, and/or Engineer for complete observation and/or inspection at the project site.

3. No open trenches will be allowed in the evening after daily construction operations have finished, except in the area of the trenching box.

4. Sheet and brace trenches as necessary to protect workmen, adjacent structures, and the public.

5. Provide Class I Perimeter Protection around excavations per USACE publication EM 385-1-1.

EXISTING UTILITIES

1. Utilities shown on plans are approximate in location, are for informational purposes only, and may not be all inclusive.

2. All labels that contain the designation "EX." are intended to refer to an existing utility or other existing condition.

3. Contact all utility companies with facilities in the project limits and cause to have all utilities located prior to the initial start of construction and throughout construction as necessary.

4. Should a potential conflict exist between the existing utility, lateral, and/or service, and the proposed improvements, immediately notify USACE, Owner, Municipality and/or Engineer for further direction.

5. Maintain service to all existing utilities throughout the duration of the project.

6. Support, brace, and/or shore existing utilities when excavating adjacent to, above, or below existing utilities.

7. Brace all utility poles adjacent to, within, or influenced by the construction in accordance with the Utility's requirements.

EXISTING CONDITIONS

1. The presence of underground storage tanks (USTs) is possible within the limits of this project. Refer to specification section 31 00 00 (EARTHWORK) if encountered during construction.

SURVEY & LAYOUT

1. Verify all plan manhole locations and depths prior to the start of construction. Report all discrepancies to

USACE, Owner or Municipality, and/or Engineer prior to the start of construction.

2. Reset all damaged permanent monuments (e.g. section corners, quarter section monuments, property corners).

Work shall be performed by a Land Surveyor registered in the state where the work is performed.

3. Existing utilities or other obstacles may affect the horizontal and vertical alignment of the proposed infrastructure. Utilities, contour changes, or other obstacles may increase or decrease the depth of any proposed facilities accordingly. Grade changes to any proposed improvements shall be approved by the

Owner or Municipality having jurisdiction.

CONSTRUCTION LIMITS

1. The work limits shall be the trench limits.

2. Saw Cut all Pavement, Sidewalk and Curb.

3. Restore all areas and/or items disturbed within and outside of the construction limits to a condition equal to or better than original condition.

4. No additional payment shall be made for items disturbed or damaged within or outside the construction limits.

DEWATERING

1. Provide all dewatering required for the completion of the project.

CLEARING, GRUBBING, AND PROTECTION

1. Protect all trees, bushes, shrubs, and other landscaping within and outside of the contract work limits.

2. Branches which need to be removed, or are damaged, shall be neatly trimmed. Scars shall be covered with tree paint.

3. To minimize stress to trees in the area of construction, trenches shall be open for a minimum amount of time and the roots on the trench side of the tree shall be severed in a clean cut manner.

4. Protect and/or replace all culverts, mailboxes, and other items not shown on the drawings should they be disturbed by the proposed construction.

RESTORATION

1. All affected site conditions shall be restored to their original condition or better upon completion of the work.

Any temporary fence removal required to complete the work shall be coordinated by the Contractor with the property owner.

PLAN INDEX

SHEET # SUBJECT

TITLE SHEET1

LEGEND & SURVEY CONTROL INFORMATION

GENERAL NOTES & PLAN INDEX

INDEX SHEET4

WATER MAIN PLAN & PROFILE

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CONSTRUCTION DETAILS

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RESTORATION PLANS

EROSION CONTROL PLANS

EROSION CONTROL DETAILS

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MAINTENANCE OF TRAFFIC

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Benchmark 'A' Elev. = 586.40' NAVD88

Chiseled "Square" on back of curb corner at SW.

corner of Centier Bank parking lot at NE. corner of

Indianapolis Blvd. & 145th St.

Benchmark 'B' Elev. = 587.65' NAVD88

Chiseled "Cross" on N. flange bolt on fire hydrant at NE. corner of Indianapolis Blvd.

& 144th St.

Benchmark 'C' Elev. = 585.32' NAVD88

Chiseled "Square" on SE. corner of concrete pad for traffic signal pole at NW. corner of Indianapolis

Blvd. & 143rd St.

Benchmark 'D' Elev. = 587.30' NAVD88

Cut "X" on NNW. flange bolt on fire hydrate at SE.

corner of Indianapolis Blvd. & 142nd St.

Benchmark 'E' Elev. = 585.89' NAVD88

Chiseled "Square" near NE. corner of concrete light pole base at NW. corner of Indianapolis Blvd.

& Columbus Dr.

Benchmark 'G' Elev. = 589.52' NAVD88

Cut "X" on W. flange bolt on fire hydrant at SE.

corner of Indianapolis Blvd. & Chicago Ave.

Benchmark 'H' Elev. = 586.14' NAVD88

Cut "X" on NW. bolt of traffic signal pole at NE.

corner of Indianapolis Blvd. & 148th St.

GPS Control Point

RB-0

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Control Point (Mag Nail)

Control Point (Cut X)

Control Point (PK Nail)

Control Point (Rebar Found)

Control Point (Iron Pipe Found)

Traffic Signal Strain Pole

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Control Point (Mag Nail)

Control Point (Cut X)

Control Point (Iron Pipe Found)

Survey Benchmark

Traffic Signal Manhole

Traffic Signal Loop Detector

Handhole

Signal Loop Detector Box

Traffic Signal No Mast Arm

Traffic Controller Cabinet

Railroad Signal

Railroad Sign

PPST

CC-T

CC-E

FOM

GMW

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Flag Pole

Post

Sign (Single Post)

Sign (Double Post)

Bush

Tree Stump

Tree (Deciduous)

Tree (Coniferous)

Private Lamp Post

Light Pole

Telegraph Pole

Light on Power Pole

Power Pole

Guy Pole or Stub

Guy Anchor

Electric Manhole

Electric Meter

Electric Controller Cabinet

Telephone Manhole

Telephone Pedestal

Telephone Controller Cabinet

Fiber Optic Marker

Water Manhole

Water Meter

Water Shutoff Valve

Valve Box

Fire Hydrant

Gas Meter

Gas Monitoring Well

Gas Vent Pipe

Gas Shutoff Valve

Gas Pipeline Marker

Manhole (Could Not Open)

Sanitary Manhole

Storm (Drainage) Manhole

Catch Basin

Storm (Drainage) Inlet

Sanitary Cleanout

PWS PWS

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Proposed Tee/Tap Saddle

Proposed Cross

Proposed Water Shutoff Valve

Proposed 90° Bend

Proposed 45° Bend

Proposed 22.5° Bend

Proposed 11.25° Bend

Proposed Vertical Bend

Proposed Reducer

Proposed Cut & Cap

Proposed short side service tap

& connection to existing service.

Proposed medium length service tap

& connection to existing service

(where main is down center of road).

Proposed Water Main

Proposed Water Service

Existing Water Main To Be Abandoned

Existing Water Main (Per Maps or Atlas)

Existing Telephone (Per Maps or Atlas)

Existing Water Main

Existing Gas Main

Existing Underground Electric

Existing Overhead Electric

Existing Underground Telephone

Existing Underground Fiber Optic (Per Maps or Atlas)

Fence (Chain Link)

Fence (Barbed)

Brush Line

BENCHMARK INFORMATION CONTROL POINT INFORMATION

LEGEND

Street Address Label

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Existing Right-of-Way

Existing Property Line

Proposed long side service tap & connection to existing service.

Note: Utilities are marked with the Federal

Highway Associations 'Quality Level' designation.

(a) Indicates Quality Level 'A' - Precise plan and profile information obtained through borings or other subsurface utility engineering services.

(b) Indicates Quality Level 'B' - Application of appropriate surface geophysical methods to determine utility locations. This is usually done through Ground Penetrating Radar or a utility locating service.

(c) Indicates Quality Level 'C' - Involves surveying visible utility facilities and correlating this information with existing utility records.

(d) Indicates Quality Level 'D' - Comes solely from existing utility records or verbal recollections. Highly limited in terms of accuracy.

**If a Utilities Quality Level is not shown on this plan, it can be assumed the Quality Level is 'B.'

RESTORATION LEGEND

EROSION CONTROL LEGEND

Existing Underground Cable (Per Maps or Atlas)

Existing Overhead Cable (Per Maps or Atlas)

UTILITY QUALITY LEVEL LEGEND

Retire Water Service

Contractor to Identify Location of Sewer

Crossing Prior to Commencing Any Excavation

On This Project . Contractor to Deflect to

Achieve 18" Vertical Separation, if Necessary.

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AutoCAD SHX Text W. Face of Power Pole

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AutoCAD SHX Text Railroad Tracks

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AutoCAD SHX Text 15 Min. Business Parking Sign Post

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AutoCAD SHX Text 41.6'

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AutoCAD SHX Text 15 Min. Business Parking Sign Post

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AutoCAD SHX Text 62.9'

AutoCAD SHX Text 27.6'

AutoCAD SHX Text 39.6'

AutoCAD SHX Text E. Face Light Pole

AutoCAD SHX Text Exchange Ave.

AutoCAD SHX Text Walgreen Asph. Parking Lot

AutoCAD SHX Text N. Fence Post Corner

AutoCAD SHX Text X

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AutoCAD SHX Text 80.2'

AutoCAD SHX Text 65.4'

AutoCAD SHX Text 94.1'

AutoCAD SHX Text Indianapolis Blvd.

AutoCAD SHX Text N. Face Light Pole

AutoCAD SHX Text PNC Bank Asph. Parking Lot

AutoCAD SHX Text S. Face of Power Pole

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AutoCAD SHX Text 63.9'

AutoCAD SHX Text 37.3'

AutoCAD SHX Text SE. Face of Traffic Road Sign Mast Pole

AutoCAD SHX Text 78.5'

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INLET PROTECTION

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HANDICAP RAMP REPLACEMENT

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FULL-DEPTH COMPOSITE PAVEMENT, REMOVE.

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AutoCAD SHX Text 165#/SYS HMA SURFACE, TYPE C ON 275#/SYS HMA INTERMEDIATE, TYPE C ON 660#/SYS HMA BASE, TYPE C ON SUBGRADE TREATMENT, TYPE 1C

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PROPOSED WATER MAIN ALIGNMENT

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143RD ST, 144TH ST, 145TH ST,

AutoCAD SHX Text GENERAL NOTES: 1. ALL SIGNS, BARRICADES, AND PAVEMENT MARKINGS SHALL CONFORM TO THE INDIANA MANUAL ON TRAFFIC CONTROL ALL SIGNS, BARRICADES, AND PAVEMENT MARKINGS SHALL CONFORM TO THE INDIANA MANUAL ON TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2011 AND ANY CURRENT SUPPLEMENTS THERETO. 2. AT LEAST 2 DAYS BEFORE THE ROAD IS TO BE CLOSED TO TRAFFIC, NOTIFICATION SHALL BE GIVEN OF SUCH AT LEAST 2 DAYS BEFORE THE ROAD IS TO BE CLOSED TO TRAFFIC, NOTIFICATION SHALL BE GIVEN OF SUCH INTENTION TO THE EAST CHICAGO POLICE DEPARTMENT, LAKE COUNTY SHERIFF, EAST CHICAGO FIRE DEPARTMENT, EAST CHICAGO EMT, EAST CHICAGO TRANSIT, GARY PUBLIC TRANSPORTATION CORPORATION, AND EAST CHICAGO COMMUNITY SCHOOL CORPORATION. 3. CONTRACTOR SHALL COORDINATE WITH CITY'S OTHER WATER MAIN CONTRACTOR FOR MAINTENANCE OF TRAFFIC STAGING. CONTRACTOR SHALL COORDINATE WITH CITY'S OTHER WATER MAIN CONTRACTOR FOR MAINTENANCE OF TRAFFIC STAGING. 4. CONTRACTOR SHALL MAINTAIN DETOUR FOR DURATION OF CONSTRUCTION AS SHOWN IN DETAIL 1, THIS SHEET. CONTRACTOR SHALL MAINTAIN DETOUR FOR DURATION OF CONSTRUCTION AS SHOWN IN DETAIL 1, THIS SHEET. 5. CONTRACTOR SHALL UTILIZE CLOSURE IN DETAIL 1, C0.5, FOR CONSTRUCTION OF WATER MAIN ALONG INDIANAPOLIS CONTRACTOR SHALL UTILIZE CLOSURE IN DETAIL 1, C0.5, FOR CONSTRUCTION OF WATER MAIN ALONG INDIANAPOLIS BLVD. 6. CONTRACTOR SHALL UTILIZE CLOSURE IN DETAIL 2, C0.5, FOR NORTHBOUND TRAFFIC DURING CONSTRUCTION OF CONTRACTOR SHALL UTILIZE CLOSURE IN DETAIL 2, C0.5, FOR NORTHBOUND TRAFFIC DURING CONSTRUCTION OF WATER MAIN EAST OF INDIANAPOLIS BLVD WATER MAIN CONSTRUCTION. 7. CONTRACTOR SHALL UTILIZE CLOSURE IN DETAIL 3, THIS SHEET, FOR SOUTHBOUND TRAFFIC DURING CONSTRUCTION OF CONTRACTOR SHALL UTILIZE CLOSURE IN DETAIL 3, THIS SHEET, FOR SOUTHBOUND TRAFFIC DURING CONSTRUCTION OF WATER MAIN WEST OF INDIANAPOLIS BLVD WATER MAIN CONSTRUCTION. 8. CONTRACTOR SHALL UTILIZE TYPICAL SIDEWALK CLOSURE IN DETAIL 2, THIS SHEET, FOR PEDESTRIAN DETOUR IN WORK CONTRACTOR SHALL UTILIZE TYPICAL SIDEWALK CLOSURE IN DETAIL 2, THIS SHEET, FOR PEDESTRIAN DETOUR IN WORK ZONE. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND PRIVATE PROPERTIES DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND PRIVATE PROPERTIES DURING CONSTRUCTION. 10. A MINIMUM OF 10' LANES WITH 2' OFFSET TO CLASS I BARRIER SHALL BE MAINTAINED AT ALL TIMES UNLESS A MINIMUM OF 10' LANES WITH 2' OFFSET TO CLASS I BARRIER SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED. 11. REMOVAL AND REPLACEMENT OF EXISTING PAVEMENT MARKINGS AS REQUIRED WITHIN THE MAINTENANCE OF TRAFFIC REMOVAL AND REPLACEMENT OF EXISTING PAVEMENT MARKINGS AS REQUIRED WITHIN THE MAINTENANCE OF TRAFFIC INFLUENCE AREA DURING ALL STAGES OF CONSTRUCTION. 12. PAVEMENT AND SHOULDERS HAVING AN EDGE DROP OF MORE THAN 3 INCHES SHALL BE MARKED WITH DELINEATOR PAVEMENT AND SHOULDERS HAVING AN EDGE DROP OF MORE THAN 3 INCHES SHALL BE MARKED WITH DELINEATOR DEVICES. 13. CONTRACTOR SHALL UTILIZE MOT DETAILS SHOWN ON THIS SHEET AND SHEETS 6 WHERE SPECIFIED AND ALL OTHER CONTRACTOR SHALL UTILIZE MOT DETAILS SHOWN ON THIS SHEET AND SHEETS 6 WHERE SPECIFIED AND ALL OTHER APPLICABLE AREAS. 14. SPACING OF CHANNELIZING DEVICES ON TANGENTS SHALL BE 70' UNLESS OTHERWISE NOTED. SPACING OF CHANNELIZING DEVICES ON TANGENTS SHALL BE 70' UNLESS OTHERWISE NOTED. 15. SPACING OF CHANNELIZING DEVICES ON TAPERS SHALL BE 35' UNLESS OTHERWISE NOTED. SPACING OF CHANNELIZING DEVICES ON TAPERS SHALL BE 35' UNLESS OTHERWISE NOTED. 16. CONTRACTOR SHALL SECURE THE SITE AT THE END OF EACH WORK DAY. CONTRACTOR SHALL SECURE THE SITE AT THE END OF EACH WORK DAY. 17. CONTRACTOR SHALL PLACE 2 R8-3 (30X30) NO PARKING SYMBOL, FOR EACH SIDE OF INDIANAPOLIS BLVD. FOR EACH CONTRACTOR SHALL PLACE 2 R8-3 (30X30) NO PARKING SYMBOL, FOR EACH SIDE OF INDIANAPOLIS BLVD. FOR EACH BLOCK IN THE WORK ZONE. 18. CONTRACTOR SHALL PROVIDE FOR LEFT TURNS AT CHICAGO AVENUE AND COLUMBUS DRIVE AT ALL TIMES. CONTRACTOR SHALL PROVIDE FOR LEFT TURNS AT CHICAGO AVENUE AND COLUMBUS DRIVE AT ALL TIMES. 19. REMOVE/REPLACE EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH MAINTENANCE OF TRAFFIC PLAN.REMOVE/REPLACE EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH MAINTENANCE OF TRAFFIC PLAN.

AutoCAD SHX Text R9-11 "SIDEWALK CLOSED AHEAD, CROSS HERE" SIGN (24" X 18") "SIDEWALK CLOSED AHEAD, CROSS HERE" SIGN (24" X 18")

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INDIANAPOLIS BLVD

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INDIANAPOLIS BOULEVARD

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AutoCAD SHX Text SANITARY MANHOLE 10422 Rim: 585.37

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INSTALL 500' OF 12" WATER MAIN

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RETIRE EX. 8" WATER MAIN

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AutoCAD SHX Text NOTE: PRIOR TO THE START OF THE DEWATERING : PRIOR TO THE START OF THE DEWATERING OPERATIONS ALONG OR ADJACENT TO THE PROPERTY LOCATED AT 4804 INDIANAPOLIS BLVD, A GROUNDWATER SAMPLE SHALL BE COLLECTED AND ANALYZED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN SPECIFICATION SECTION "31 00 00".

AutoCAD SHX Text NOTE: PRIOR TO THE START OF THE DEWATERING : PRIOR TO THE START OF THE DEWATERING OPERATIONS ALONG OR ADJACENT TO THE PROPERTY LOCATED AT 4801 INDIANAPOLIS BLVD, A GROUNDWATER SAMPLE SHALL BE COLLECTED AND ANALYZED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN SPECIFICATION SECTION "31 00 00".

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ABANDONED EX. 4" SERVICE

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EXISTING GROUND

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MAINTAIN 18" MIN. VERT. SEPARATION, TYP.

AutoCAD SHX Text PROFILE NOTES: : 1) MAINLINE SANITARY SEWER NOT SHOWN IN PROFILE. CONTRACTOR TO PLAN ALL EXCAVATIONS MAINLINE SANITARY SEWER NOT SHOWN IN PROFILE. CONTRACTOR TO PLAN ALL EXCAVATIONS AROUND SEWER. SANITARY LATERALS NOT SHOWN AND ARE EXPECTED AT EVERY STRUCTURE/BUILDING. CONTRACTOR TO IDENTIFY LATERALS IN ADVANCE BY POTHOLING OR OTHER INVESTIGATIONS AND DEFLECT PROPOSED WATER MAIN IN ADVANCE TO ELIMINATE NEED FOR FITTINGS. JOINT DEFLECTION TO BE LIMITED TO ONE-HALF THE ALLOWABLE AWWA DEFLECTION. 2) RESTRAINED JOINT LENGTHS FOR MAINLINE PIPING CAN BE FOUND IN THE RESTRAINED JOINT TABLE RESTRAINED JOINT LENGTHS FOR MAINLINE PIPING CAN BE FOUND IN THE RESTRAINED JOINT TABLE IN THE CONSTRUCTION DETAILS.

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APPROX. LOCATION OF EX. 8" STORM SEWER

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APPROX. LOCATION OF EX. 8" STORM SEWER

AutoCAD SHX Text APPROX. LOCATION OF EX. 12" SAN. SEWER. CONTRACTOR TO FIELD VERIFY VERTICAL LOCATION AND MAINTAIN 18" OF VERTICAL SEPARATION.

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AutoCAD SHX Text NOTE: : 1) RESTRAINED JOINTS ARE REQUIRED FOR ALL SIDE STREET PIPING TIE-INS IN ADDITION TO RESTRAINED JOINT LENGTHS SHOWN RESTRAINED JOINTS ARE REQUIRED FOR ALL SIDE STREET PIPING TIE-INS IN ADDITION TO RESTRAINED JOINT LENGTHS SHOWN FOR MAIN LINE PIPING ON INDIANAPOLIS BOULEVARD. FOR RESTRAINED JOINT LENGTHS SEE THE RESTRAINED JOINT TABLE LOCATED IN THE CONSTRUCTION DETAILS. 2) CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING METER PITS. WHEREVER METER PITS ARE LOCATED BEYOND THE CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING METER PITS. WHEREVER METER PITS ARE LOCATED BEYOND THE RIGHT-OF-WAY, CONTRACTOR SHALL CONNECT TO EXISTING SERVICE AT THE RIGHT-OF-WAY WITHOUT INSTALLATION OF NEW METER PIT. 3) ALL WATER SERVICE REPLACEMENTS ARE ASSUMED TO BE 1-INCH UNLESS OTHERWISE NOTED ON THE PLANS.ALL WATER SERVICE REPLACEMENTS ARE ASSUMED TO BE 1-INCH UNLESS OTHERWISE NOTED ON THE PLANS.

AutoCAD SHX Text CONTRACTOR TO IDENTIFY LOCATION OF SEWER CROSSING PRIOR TO COMMENCING ANY EXCAVATION ON THIS PROJECT. CONTRACTOR TO DEFLECT TO ACHIEVE 18" VERTICAL SEPARATION, IF NECESSARY.

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BEGIN WORK OPTION #2

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NOT IN CONTRACT. BY OTHERS.

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IN SERVICE EX. 10" WATER MAIN

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INDIANAPOLIS BOULEVARD

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CHICAGO AVENUE

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AutoCAD SHX Text 4728-4730

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AutoCAD SHX Text 10435 UNKNOWN MANHOLE Rim: 586.42 (N) 8" UNKNOWN 580.92

AutoCAD SHX Text 10433 SANITARY MANHOLE Rim: 586.92 (NE) 8" VCP 582.12 (E) 6" PVC 583.27 (S) 12" UNKNOWN 576.72

AutoCAD SHX Text 1957 SANITARY MANHOLE Rim: 587.63 (E) 24" UNKNOWN 574.93 (N) 12" VCP 576.03 (W) 24" UNKNOWN 574.78 (SE) UNKNOWN*

AutoCAD SHX Text 1974 SANITARY MANHOLE Rim: 587.69 (NW) 10" UNKNOWN* (SW) 10" VCP* (N) 12" VCP 575.84 (W) 24" UNKNOWN 574.24 (E) 24" UNKNOWN 574.29

AutoCAD SHX Text 1966 CATCH BASIN Rim: 586.22 (N) 6" STEEL 583.8 (S) 8" STEEL 583.8 (W) UNKNOWN*

AutoCAD SHX Text 1958 CATCH BASIN Rim: 586.86 (NW) UNKNOWN* (E) UNKNOWN*

AutoCAD SHX Text 1991 CATCH BASIN Rim: 586.43 (S) 8" STEEL 584.5

AutoCAD SHX Text 1971 CATCH BASIN Rim: 586.63 (N) 10" VCP 582.7 (S) 8" VCP 582.8

AutoCAD SHX Text 10434 CURB INLET Rim: 586.14 (S) 8" UNKNOWN 583.3

AutoCAD SHX Text 10429 CURB INLET Rim: 586.42 (N) 8" VCP 583.6

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INSTALL 500' OF 12" WATER MAIN

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RETIRE EX. 8" WATER MAIN

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RETIRE EX. 8" WATER MAIN

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RETIRE EX. HYDRANT

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ABANDONED EX. 4" SERVICE PER CITY

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CONC. PATCH AREA

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RETIRE EX. 8" VALVE

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IN SERVICE EX. 10" WATER MAIN

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10" ST

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8" ST

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6" ST

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6" ST

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8" ST

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6" ST

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8" ST

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8" ST

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8" ST

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8" ST

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12" SAN

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24" SAN

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24" SAN

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24" SAN

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8" SAN

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6" SAN

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12" SAN

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12" SAN

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12" SAN

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INSTALL 58' OF 10" WATER MAIN

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INSTALL 73' OF 10" WATER MAIN

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6" ST

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CONC. PATCH AREA

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CONC. PATCH AREA

AutoCAD SHX Text NOTE: PRIOR TO THE START OF THE DEWATERING : PRIOR TO THE START OF THE DEWATERING OPERATIONS ALONG OR ADJACENT TO THE PROPERTY LOCATED AT 4708 INDIANAPOLIS BLVD, A GROUNDWATER SAMPLE SHALL BE COLLECTED AND ANALYZED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN SPECIFICATION SECTION "31 00 00".

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RETIRE EX. 8" VALVE

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APP. R/W, CONSTRUCTION LIMITS/WORK LIMITS

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APP. R/W, CONSTRUCTION LIMITS/WORK LIMITS

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APP. R/W, CONSTRUCTION LIMITS/WORK LIMITS

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APP. R/W, CONSTRUCTION LIMITS/WORK LIMITS

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CONSTRUCTION LIMITS/WORK LIMITS

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CONSTRUCTION LIMITS/WORK LIMITS

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EXISTING GROUND

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APPROX. LOCATION OF EX. 10" WATER MAIN

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APPROX. LOCATION OF EX. BURIED GAS

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APPROX. LOCATION OF EX. 24" SAN. SEWER

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SHEET OF

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MATCHLINE - SEE SHEET C1.2C1.2

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MATCHLINE - SEE SHEET C1.0C1.0

AutoCAD SHX Text 1956 CATCH BASIN Rim: 586.35 (N) 8" VCP 582.4 (SW) 8" VCP 581.7 (E) UNKNOWN*

AutoCAD SHX Text 1955 CATCH BASIN Rim: 586.29 (S) 6" STEEL 584.3 (W) UNKNOWN*

AutoCAD SHX Text 1976 CATCH BASIN Rim: 586.92 (N) 8" UNKNOWN 583.6 (SW) 10" UNKNOWN*

AutoCAD SHX Text 1973 CATCH BASIN Rim: 586.27 (S) 6" STEEL 583.7 (N) 6" UNKNOWN*

AutoCAD SHX Text 1972 CATCH BASIN Rim: 586.28

AutoCAD SHX Text Scale: 1" = 20'

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AutoCAD SHX Text CONTRACTOR TO IDENTIFY LOCATION OF SEWER CROSSING PRIOR TO COMMENCING ANY EXCAVATION ON THIS PROJECT. CONTRACTOR TO DEFLECT TO ACHIEVE 18" VERTICAL SEPARATION, IF NECESSARY.

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RETIRE WATER SERVICE.

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BEGIN WORK OPTION #1

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END WORK OPTION #2

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BEGIN WORK OPTION #1

END WORK OPTION #2

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IDENTIFICATION

US Army Corps of Engineers

Chicago District

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INDIANAPOLIS BOULEVARD

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CSX RAILROAD

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EXCHANGE AVENUE

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AutoCAD SHX Text 800-802

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AutoCAD SHX Text 4614-4646

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AutoCAD SHX Text 1002-14

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AutoCAD SHX Text 4610-4612

AutoCAD SHX Text 4601-4603

AutoCAD SHX Text 4606-4608

AutoCAD SHX Text 100-726

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INSTALL 331' OF 12" WATER MAIN

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CSX RAILROAD

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RETIRE EX. 8" WATER MAIN

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REMOVE AND RE-INSTALL EX. HYDRANT WITH NEW 6" AUXILIARY VALVE.

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RETIRE EX. 8" VALVE

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IN SERVICE EX. 8" WATER MAIN

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RETIRE EX. 6" VALVE

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RETIRE EX. 6" WATER MAIN

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RETIRE EX. HYDRANT

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EX. 2" WATER SERVICE

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