W912P619B0009_478038_East_Chicago_INDY_Blvd_Water_Main_Improvements_Ph2_RTA_PLANS.pdf

PDF 11 MB Posted Jul 29, 2019

Attached to: Water Main Replacement Phase 2, at Indianapolis Boulevard, East Chicago, Indiana
Solicitation number: W912P619B0009
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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File	Type	Posted
PreBid_Attendance_Roster_-_East_Chgo_Phase_2.pdf	PDF	Aug 27, 2019
AMENDMENT_NO._0002_W912P619B0009_EAST_CHICAGO_IL_SECTION_219_PROJECT_USACECHICAGOrgb.pdf	PDF	Aug 26, 2019
AMENDMENT_NO._0001_W912P619B0009_EAST_CHICAGO_IL_SECTION_219_PROJECT_USACECHICAGO.pdf	PDF	Aug 24, 2019
W912P619B0009_EastChicago_INDY_Blvd_Water_Main_Improvements_Ph2_RTA_SPECS_(29-JuL-19)_RGB.pdf	PDF	Jul 29, 2019

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W W W W W W W W W W W W W W W W

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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 and/or Engineer prior to construction so that clarification or redesign may occur.

3. In the event the USACE 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. Field work and corrections shall only be approved or rejected by the

USACE.

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 and/or Engineer the name and emergency telephone number(s) of an authorized representative(s) of the Contractor and the USACE.

Said representative(s) shall be available 24 hours, seven days a week in the event an after hour emergency arises on the project site. Only the USACE has the authority to direct the Contractor in an emergency situation. Upon receiving direction from the USACE, the Contractor's representative(s) shall coordinate and mobilize corrective procedures.

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 sunrise and sunset, Monday through Friday, unless otherwise authorized or indicated by the Owner.

2. Unless authorized by the Owner, work shall not be performed on: Saturdays, 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 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 AND

SOIL SURFACE EROSION CONTROL) 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 all apparent right-of-way boundaries and construction limit lines as indicated on the plan and profile drawings.

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

4 - 5

WATER MAIN PLAN & PROFILE

9 - 10

CONSTRUCTION DETAILS

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RESTORATION PLANS

EROSION CONTROL PLANS

EROSION CONTROL DETAILS

SHEET

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6 - 8

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TBM "I"

CONTROL POINT #13

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CONTROL POINT #14

CONTROL POINT #12

UTILITY CONTACT INFORMATION

EAST CHICAGO WATER

Rosendo "Rocky" Marquez

(219) 391-8469 (Office)

(219) 512-3158 (Mobile) rmarquez@eastchicago.com

EAST CHICAGO SEWER

Joe Wright

(219) 391-8466 (Office)

(219) 805-5469 (Mobile) jwright@eastchicago.com

INDOT TRAFFIC SIGNALS

Adam Banks

(219) 325-7581 (Office)

(219) 363-6345 (Mobile) abanks1@indot.in.gov

NIPSCO GAS

Tony Garcia

(531) 215-2735

NIPSCO HIGH PRESSURE GAS

Mitchell McClean

(531) 215-2225

EXPLORER PIPELINE

Brian Cunningham

(219) 201-8002

NITCO FIBER

Justin Hawn

(219) 671-5937

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INDIANAPOLIS BOULEVARD

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149TH ST

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148TH ST

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GPS Control Point

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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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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.

Benchmark 'H' Elev. = 586.14' NAVD88

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

corner of Indianapolis Blvd. & 148th St.

Benchmark 'I' Elev. = 589.20' NAVD88

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

corner of Indianapolis Blvd. & 149th St.

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INLET PROTECTION

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C-UG(D)

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FO(D)

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FO(D)

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SAW CUT

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CONCRETE CURB, REMOVE AND REPLACE

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FULL-DEPTH COMPOSITE PAVEMENT, REMOVE.

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Indianapolis Blvd.

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Type III-B Barricade

W/ R9-11(R)

Type III-B Barricade

W/ R9-11(L)

Type III-B Barricade

W/ R9-11(R)

Type III-B Barricade

W/ R9-11(R)

Type III-B Barricade

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Type III-B Barricade

W/ R9-11(L)

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MAGOUN AVE.

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RAILROAD AVE.

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TOD AVE.

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W 151ST ST

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W CHICAGO AV

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EXCHANGE AV

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LEWIS PL

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W 145TH ST

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W 143RD ST

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W COLUMBUS DR

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INDIANAPOLIS BLVD.

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INDIANAPOLIS BLVD.

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OLCOTT AVE.

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BARING AVE.

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SHEET OF

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XW20-3 "ROAD CLOSED AHEAD" SIGN

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PROPOSED DETOUR ROUTE

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PROPOSED ROAD CONSTRUCTION

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LEGEND

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SCALE: 1"=500'

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149TH ST AND 148TH ST DETOUR PLAN

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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. CONTRACTOR SHALL COORDINATE WITH CONTRACTOR OF PHASE 1 AND OR OTHER PROJECTS FOR MAINTENANCE OF CONTRACTOR SHALL COORDINATE WITH CONTRACTOR OF PHASE 1 AND OR OTHER PROJECTS FOR MAINTENANCE OF TRAFFIC IF PROJECTS OCCUR SIMULTANEOUSLY. 3. 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. 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 3, C0.3, FOR CONSTRUCTION OF WATER MAIN ALONG INDIANAPOLIS CONTRACTOR SHALL UTILIZE CLOSURE IN DETAIL 3, C0.3, FOR CONSTRUCTION OF WATER MAIN ALONG INDIANAPOLIS BLVD. 6. CONTRACTOR SHALL UTILIZE CLOSURE IN DETAILS 1 AND 2, C0.4, WHEN CONSTRUCTION OF WATER MAIN IS IN THE CONTRACTOR SHALL UTILIZE CLOSURE IN DETAILS 1 AND 2, C0.4, WHEN CONSTRUCTION OF WATER MAIN IS IN THE CENTER OR EAST SIDE OF INDIANAPOLIS BLVD. 7. 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. 8. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND PRIVATE PROPERTIES DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND PRIVATE PROPERTIES DURING CONSTRUCTION. 9. 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. 10. 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. 11. 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. 12. CONTRACTOR SHALL UTILIZE MOT DETAILS SHOWN ON THIS SHEET AND SHEET C0.4 WHERE SPECIFIED AND ALL OTHER CONTRACTOR SHALL UTILIZE MOT DETAILS SHOWN ON THIS SHEET AND SHEET C0.4 WHERE SPECIFIED AND ALL OTHER APPLICABLE AREAS. 13. SPACING OF CHANNELIZING DEVICES ON TANGENTS SHALL BE 70' UNLESS OTHERWISE NOTED. SPACING OF CHANNELIZING DEVICES ON TANGENTS SHALL BE 70' UNLESS OTHERWISE NOTED. 14. SPACING OF CHANNELIZING DEVICES ON TAPERS SHALL BE 35' UNLESS OTHERWISE NOTED. SPACING OF CHANNELIZING DEVICES ON TAPERS SHALL BE 35' UNLESS OTHERWISE NOTED. 15. CONTRACTOR SHALL SECURE THE SITE AT THE END OF EACH WORK DAY. CONTRACTOR SHALL SECURE THE SITE AT THE END OF EACH WORK DAY. 16. 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. 17. CONTRACTOR SHALL PROVIDE FOR LEFT TURNS AT 149TH AND 148TH ST WHERE POSSIBLE. CONTRACTOR SHALL PROVIDE FOR LEFT TURNS AT 149TH AND 148TH ST WHERE POSSIBLE. 18. 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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NOTE

AutoCAD SHX Text PLACE TYPE III BARRICADES AT 148TH OR 149TH ST WHEN NECESSARY. ONLY ONE SIDE STREET MAY BE CLOSED AT A TIME.

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SCALE: N.T.S.

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TYPICAL SIDEWALK CLOSURE CONFIGURATION

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SIGN LEGEND

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SCALE: N.T.S

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SOUTHBOUND LANE SHIFT

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DRUM

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CLASS I BARRICADE

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ENERGY ABSORBING TERMINAL, CZ, TL-2

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REMOVE AND REPLACE EXISTING PAVEMENT MARKING

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INDIANAPOLIS BLVD

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149TH STREET

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TYPE 'B' CONSTRUCTION WARNING LIGHT

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PAVEMENT MESSAGE MARKING, TEMPORARY, LANE INDICATION ARROW

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PAVEMENT MARKING LINE, TEMPORARY, 4 INCH, YELLOW

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148TH STREET

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PAVEMENT MARKING LINE, TEMPORARY, 4 INCH, WHITE

AutoCAD SHX Text R3-2(36X36)

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SHEET OF

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INDIANAPOLIS BLVD

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149TH STREET

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INDIANAPOLIS BLVD

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LEGEND

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TYPE III BARRICADE

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PROPOSED ROAD CONSTRUCTION

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DRUM

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CLASS I BARRICADE

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ENERGY ABSORBING TERMINAL, CZ, TL-2

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PAVEMENT MARKING LINE, TEMPORARY, 4 INCH, YELLOW

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PAVEMENT MARKING LINE, TEMPORARY, 4 INCH, WHITE

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INDIANAPOLIS BOULEVARD

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AutoCAD SHX Text 4833-4835

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AutoCAD SHX Text 10386 SANITARY MANHOLE Rim: 585.70 (N) 12" VCP 578.65 (NE) 8" VCP 576.45 (S) 15" VCP 574.85 (N) 15" VCP 574.95 (W) ?" UNK 576.45

AutoCAD SHX Text 10387 SANITARY MANHOLE Rim: 585.28 (E) 8" VCP 581.42 (W) 8" VCP 580.78 (S) 12" VCP 579.98

AutoCAD SHX Text 10396 UNKNOWN MANHOLE Rim: 585.12 (N) 15" VCP 574.97 (S) 6" UNKNOWN 581.77 (S) 15" VCP 575.07

AutoCAD SHX Text 10424 CATCH BASIN Rim: 584.81 (W) 8" VCP 582.3

AutoCAD SHX Text 10398 CATCH BASIN Rim: 584.48 (E) 10" VCP 581.6

AutoCAD SHX Text 10395 CATCH BASIN Rim: 584.40 (N) 6" UNKNOWN 582.7

AutoCAD SHX Text 10394 CATCH BASIN Rim: 584.78 (S) 6" PVC 582.7

AutoCAD SHX Text 10393 CATCH BASIN Rim: 584.58 (N) 6" PVC 582.5 (E) 6" PVC* (S) 6" PVC 582.5

AutoCAD SHX Text 10392 CATCH BASIN Rim: 584.74 (N) 6" PVC 581.6 (E) 8" VCP 581.6

AutoCAD SHX Text 10391 CATCH BASIN Rim: 584.41 (W) 8" VCP 581.5

AutoCAD SHX Text 10423 STORM MANHOLE Rim: 584.95 (E) 8" VCP 581.7 (SW) 8" VCP 579.4 (W) 10" VCP 579.2

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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. HYDRANT

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RETIRE EX. 8" WATER MAIN

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6" ST

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6" ST

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10" ST

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15" SAN

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15" SAN

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15" SAN

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15" SAN

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6" ST

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INSTALL 51' OF 4" WATER MAIN

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RETIRE EX. 4" 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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APP. R/W, CONSTRUCTION LIMITS/WORK LIMITS

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APP. R/W, CONSTRUCTION LIMITS/WORK LIMITS

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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. 10" STORM SEWER

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APPROX. LOCATION OF EX. 6" STORM SEWER

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MAINTAIN 18" MIN. VERT. SEPARATION, TYP.

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INSTALL 500' OF 12" WATER MAIN

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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 Scale: 1" = 20'

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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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RETIRE WATER SERVICE.

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INDIANAPOLIS BOULEVARD

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148TH STREET

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AutoCAD SHX Text 4809-4811

AutoCAD SHX Text 4805-4807

AutoCAD SHX Text 4801-4803

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AutoCAD SHX Text 4732-4746

AutoCAD SHX Text 4731-4737

AutoCAD SHX Text SANITARY MANHOLE 10422 Rim: 585.37

AutoCAD SHX Text 10418 UNKNOWN MANHOLE Rim: 585.74 (N) 12" VCP 575.79 (S) 15" VCP 575.79

AutoCAD SHX Text 10419 SANITARY MANHOLE Rim: 585.75 (SW) 8" VCP 580.25 (W) 8" VCP 580.05 (SE) 8" VCP 580.95 (NE) 8" VCP 581.10 (W) 12 " UNKNOWN*

AutoCAD SHX Text 10408 SANITARY MANHOLE Rim: 585.14 (E) 8" PVC 578.94 (SW) 8" PVC 577.44

AutoCAD SHX Text 10413 SANITARY MANHOLE Rim: 585.81 (E) 10" PVC 582.38 (N) 12" UNKNOWN 576.06 (S) 12" VCP 576.31 (E) 12" VCP 577.31

AutoCAD SHX Text 10407 CATCH BASIN Rim: 585.29 (W) 12" PVC 576.4 (N) 12" RCP 581.0 (E) 6" PVC 581.1

AutoCAD SHX Text 10402 CURB INLET Rim: 584.74 (E) 8" VCP 581.8

AutoCAD SHX Text 10405 CURB INLET Rim: 585.00

AutoCAD SHX Text 10404 CURB INLET Rim: 584.76 (S) 12" CPP 582.0

AutoCAD SHX Text 10417 CURB INLET Rim: 584.76 (NW) 8" VCP 582.5

AutoCAD SHX Text 10401 CURB INLET Rim: 585.01 (NE) 8" VCP 583.0

AutoCAD SHX Text 10412 CATCH BASIN Rim: 585.28 (W) 10" PVC 582.4

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INSTALL 200' OF 12" WATER MAIN

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RETIRE EX. 8" WATER MAIN

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EX. 8" WATER MAIN (RETIRED BY OTHERS)

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8" ST

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8" ST

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8" ST

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12" ST

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12" ST

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12" ST

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12" SAN

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12" SAN

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15" SAN

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APP. R/W

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12" SAN

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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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12" WATER MAIN CONSTRUCTED BY OTHERS AS PART OF PHASE 1

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CONSTRUCTED BY OTHERS AS PART OF PHASE 1

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EXISTING GROUND

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12" WATER MAIN CONSTRUCTED BY OTHERS AS PART OF PHASE 1

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INSTALL 200' OF 12" WATER MAIN

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MAINTAIN 18" MIN. VERT. SEPARATION, TYP.

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NOT IN CONTRACT. BY OTHERS.

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NOT IN CONTRACT. BY OTHERS.

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SHEET OF

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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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END WORK BASE BID

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END WORK BASE BID

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149TH STREET

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INDIANAPOLIS BOULEVARD

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AutoCAD SHX Text 4926-4940

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3 SYD

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3 SYD

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3 SYD

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121 SYD

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67 SYD

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AutoCAD SHX Text 4833-4835

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INDIANAPOLIS BOULEVARD

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4 SYD

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4 LFT

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1 SYD

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9 LFT

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365 SYD

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OPTION #1

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BEGIN WORK BASE BID

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NOT IN CONTRACT. BY OTHERS.

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SHEET OF

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SEE MATCHLINE - SHEET C2.1C2.1

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MATCHLINE - SEE ABOVE

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SAW CUT

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CONCRETE CURB, REMOVE AND REPLACE

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CONCRETE CURB AND GUTTER, REMOVE AND REPLACE

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HANDICAP RAMP REPLACEMENT

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GRASS/LANDSCAPING REMOVE AND REPLACE

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RESTORATION LEGEND

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FULL-DEPTH COMPOSITE PAVEMENT, REMOVE

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CONCRETE SIDEWALK, REMOVE AND REPLACE

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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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LIMITS FOR COMPOSITE PAVEMENT REMOVAL AND ASPHALT REPLACEMENT

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US Army Corps of Engineers

Chicago District

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149TH STREET

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INDIANAPOLIS BOULEVARD

AutoCAD SHX Text 10351 UNKNOWN MANHOLE Rim: 586.24 (N) 15" VCP 575.54 (E) 8" VCP 576.84 (W) 8" VCP 576.84 (S) 15" VCP 575.74

AutoCAD SHX Text 10378 UNKNOWN MANHOLE Rim: 586.43 (E) 24" PIPE 573.83 (W) 30" PIPE 573.83

AutoCAD SHX Text 10354 CATCH BASIN Rim: 585.68 (E) 8 inch pipe 582.6

AutoCAD SHX Text 10353 CATCH BASIN Rim: 585.64 (W) 6" PVC 583.8

AutoCAD SHX Text 10384 CURB INLET Rim: 585.75 (SE) 8" VCP 583.4

AutoCAD SHX Text 10381 CURB INLET Rim: 585.78 (NE) 8" VCP 582.7

AutoCAD SHX Text 10371 CURB INLET Rim: 585.87 (NW) 8" VCP 583.1

AutoCAD SHX Text 10376 CURB INLET Rim: 585.85 (SW) 8" VCP 583.4

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AutoCAD SHX Text 4926-4940

AutoCAD SHX Text 648 COMBINATION MANHOLE Rim: 583.69 (NE) 8" PVC 582.0 (SE) 8" PVC 582.0 (SW) 8" PVC 582.0 (NW) 8" PVC 582.0 (E) 36" RCP 572.44 (S) 15" RCP 574.0 (W) 36" RCP 572.42 (N) 15" RCP 574.35

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AutoCAD SHX Text 4833-4835

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AutoCAD SHX Text 10386 SANITARY MANHOLE Rim: 585.70 (N) 12" VCP 578.65 (NE) 8" VCP 576.45 (S) 15" VCP 574.85 (N) 15" VCP 574.95 (W) ?" UNK 576.45

AutoCAD SHX Text 10387 SANITARY MANHOLE Rim: 585.28 (E) 8" VCP 581.42 (W) 8" VCP 580.78 (S) 12" VCP 579.98

AutoCAD SHX Text 10396 UNKNOWN MANHOLE Rim: 585.12 (N) 15" VCP 574.97 (S) 6" UNKNOWN 581.77 (S) 15" VCP 575.07

AutoCAD SHX Text 10424 CATCH BASIN Rim: 584.81 (W) 8" VCP 582.3

AutoCAD SHX Text 10398 CATCH BASIN Rim: 584.48 (E) 10" VCP 581.6

AutoCAD SHX Text 10395 CATCH BASIN Rim: 584.40 (N) 6" UNKNOWN 582.7

AutoCAD SHX Text 10394 CATCH BASIN Rim: 584.78 (S) 6" PVC 582.7

AutoCAD SHX Text 10393 CATCH BASIN Rim: 584.58 (N) 6" PVC 582.5 (E) 6.0 PVC Pipe 582.5 (S) 6" PVC 582.5

AutoCAD SHX Text 10392 CATCH BASIN Rim: 584.74 (N) 6" PVC 581.6 (E) 8" VCP 581.6

AutoCAD SHX Text 10391 CATCH BASIN Rim: 584.41 (W) 8" VCP 581.5

AutoCAD SHX Text 10423 STORM MANHOLE Rim: 584.95 (E) 8" VCP 581.7 (SW) 8" VCP 579.4 (W) 10" VCP 579.2

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INDIANAPOLIS BOULEVARD

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SHEET OF

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SEE MATCHLINE - SHEET C3.1

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MATCHLINE - SEE ABOVE

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MATCHLINE - SEE BELOW

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INLET PROTECTION

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LEGEND

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OPTION #1

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NOT IN CONTRACT BY OTHERS

BEGIN WORK BASE BID

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Chicago District

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AutoCAD SHX Text 10405 CURB INLET Rim: 585.00

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INDIANAPOLIS BOULEVARD

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AutoCAD SHX Text 4809-4811

AutoCAD SHX Text 4805-4807

AutoCAD SHX Text 4801-4803

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AutoCAD SHX Text 4732-4746

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AutoCAD SHX Text SANITARY MANHOLE 10422 Rim = 585.37

AutoCAD SHX Text 10418 UNKNOWN MANHOLE Rim: 585.74 (N) 12" VCP 575.79 (S) 15" VCP 575.79

AutoCAD SHX Text 10419 SANITARY MANHOLE Rim: 585.75 (SW) 8" VCP 580.25 (W) 8" VCP 580.05 (SE) 8" VCP 580.95 (NE) 8" VCP 581.10 (W) 12 inch Pipe 580.55

AutoCAD SHX Text 10408 SANITARY MANHOLE Rim: 585.14 (E) 8" PVC 578.94 (SW) 8" PVC 577.44

AutoCAD SHX Text 10413 SANITARY MANHOLE Rim: 585.81 (E) 10" PVC 582.38 (N) 12" UNKNOWN 576.06 (S) 12" VCP 576.31 (E) 12" VCP 577.31

AutoCAD SHX Text 10407 CATCH BASIN Rim: 585.29 (W) 12" PVC 576.4 (N) 12" RCP 581.0 (E) 6" PVC 581.1

AutoCAD SHX Text 10402 CURB INLET Rim: 584.74 (E) 8" VCP 581.8

AutoCAD SHX Text 10405 CURB INLET Rim: 585.00

AutoCAD SHX Text 10404 CURB INLET Rim: 584.76 (S) 12" CPP 582.0

AutoCAD SHX Text 10417 CURB INLET Rim: 584.76 (NW) 8" VCP 582.5

AutoCAD SHX Text 10401 CURB INLET Rim: 585.01 (NE) 8" VCP 583.0

AutoCAD SHX Text 10412 CATCH BASIN Rim: 585.28 (W) 10" PVC 582.4

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148TH STREET

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12" WATER MAIN CONSTRUCTED BY OTHERS AS PART OF PHASE 1

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NOT IN CONTRACT. BY OTHERS.

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SHEET OF

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INLET PROTECTION

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LEGEND

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END WORK BIASE BID

MATCHLINE - SEE SHEET C3.0

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