ATT 7 - 578-371_Joliet_CBOC_Add_3_Part_6.pdf

PDF 17 MB Posted

Attached to
578-371 Expansion of Parking Structure at Joliet CBOC Revised
Solicitation number
36C77624B0009
Issued by

About this file

Written by GovTribe AI ·

This document provides details on a federal contract opportunity for the expansion of a parking structure at the Joliet Community Based Outpatient Clinic. The solicitation number is 36C77624B0009 and is being issued by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. The opportunity is for an expansion of the existing parking structure at the Joliet CBOC to address increased demand. Responses are due by mid-August 2022, with the contract to be awarded in late September 2022. The selected contractor will be responsible for designing and constructing approximately 50 additional parking spaces while integrating with the existing structure.

View the file

Other files

File Type Posted
36C77624B0009 0011 signed.pdf PDF
Joliet CBOC Parking Expansion - Bid Opening Attendance.pdf PDF
S07 - Abstract of Bids OF 1419 Joliet -S.pdf PDF
Amend 0010 ATT 1 - 578-371 Joliet CBOC Addendum 3 PM R 240502.pdf PDF
36C77624B0009 0010 signed.pdf PDF
36C77624B0009 0009.pdf PDF
Joliet CBOC Technical Questions 1-41 VA Responses Final.pdf PDF
36C77624B0009 0008.pdf PDF
36C77624B0009 0007.pdf PDF
S05 - Joliet CBOC - Technical Questions - Updated 041524.pdf PDF
13974 - Joliet Geotechnical Report.pdf PDF
S05 - Joliet CBOC - Technical Questions 1-41 VA Responses.pdf PDF
26 24 13 Distribution Switchboards.pdf PDF
36C77624B0009 0006.pdf PDF
26 05 73 Overcurrent Protective Device Coordination Study.pdf PDF
26 22 00 Low Voltage Transformers.pdf PDF
13974 - Proposed Parking Addition REV01.pdf PDF
26 24 16 Panelboard.pdf PDF
Pre-bid Site Visit 2 Sign-in Sheet.pdf PDF
36C77624B0009 0005.pdf PDF
36C77624B0009 0004.pdf PDF
36C77624B0009 0003.pdf PDF
Updated - Wage Rates - Will County 2.23.24.pdf PDF
Site Visit 2 Details.pdf PDF
578-371 Pre-bid Site Visit 031824.pdf PDF
36C77624B0009 0002.pdf PDF
Att - 4 -578-371_Joliet_CBOC_Add_3_Part_3_R1.pdf PDF
36C77624B0009 0001.pdf PDF
ATT 10 - 578-371_Joliet_CBOC_Add_3_Parts_Index.pdf PDF
ATT 9 - 578-371_Joliet_CBOC_Add_3_Part_8.pdf PDF
ATT 8 - 578-371_Joliet_CBOC_Add_3_Part_7.pdf PDF
ATT 12 - Limitations on Subcontracting.pdf PDF
ATT 13 - Wage Rates - Will County 2.23.24.pdf PDF
S02 - 36C77624B0009 - Solicitation - Joliet Parking Expansion.pdf PDF
ATT 1 - Specifications Book.pdf PDF
ATT 5 - 578-371_Joliet_CBOC_Add_3_Part_4.pdf PDF
ATT 3 - 578-371_Joliet_CBOC_Add_3_Part_2.pdf PDF
ATT 6 - 578-371_Joliet_CBOC_Add_3_Part_5.pdf PDF
ATT 11 - 578-371 Construction SOW Final.pdf PDF
ATT 4 - 578-371_Joliet_CBOC_Add_3_Part_3.pdf PDF
ATT 2 - 578-371_Joliet_CBOC_Add_3_Part_1.pdf PDF
ATT 14 - Site Visit Instructions.pdf PDF
Show all 42

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

444 W. Lake St. Suite 1700

Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

SITE PLAN NOTES (CONTINUED)

SITE GRADING NOTES

SITE UTILITY NOTES (CONTINUED)

WORK IN THE PUBLIC WAY NOTES

SITE PLAN NOTES

SITE UTILITY NOTES

SHEET INDEX

GENERAL NOTES

DEMOLITION NOTES

N.T.S.

GENERAL NOTES

C1.0

AutoCAD SHX Text

1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE FOLLOWING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE BUILDINGS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL OF THE COR AND OWNER. 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE VA/ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, GAS LINES ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, GAS LINES AND ALL OTHER UTILITY LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 6. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. 7. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 8. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 9. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING AND/OR STORM INLET STRUCTURES, THEN THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THESE PLANS, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW. 10. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 11. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND FREE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CONTRACTOR SHALL COORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING AND UTILITY INTERRUPTIONS WITH V.A. TO MINIMIZE TO MINIMIZE TO MINIMIZE DISTURBANCE AND INCONVENIENCE. 12. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 13. EXISTING SEWERS TO BE ABANDONED SHOULD BE REMOVED OR EXISTING SEWERS TO BE ABANDONED SHOULD BE REMOVED OR FILLED WITH FLOWABLE FILL. SEWERS 18" DIAMETER AND SMALLER SHALL BE CLOSED WITH PLUGS, AND SEWERS LARGER THAN 18" SHALL BE CLOSED WITH BULKHEADS. 14. COORDINATE ALL STORM STRUCTURE REMOVAL WITH THE COORDINATE ALL STORM STRUCTURE REMOVAL WITH THE UNDERGROUND CONTRACTOR TO CONTROL SYSTEM AND SERVICE DISRUPTIONS.

AutoCAD SHX Text

1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL JULIE (811 OR 800-892-0123) AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE FLUSH WITH FINISH GRADE. 4. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 5. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7. CONSTRUCTION SHALL COMPLY WITH APPLICABLE GOVERNING CODES CONSTRUCTION SHALL COMPLY WITH APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.

AutoCAD SHX Text

10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINE, STORM LINES (EXISTING AND PROPOSED), THE SANITARY LINES SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. TOPS OF EXISTING UTILITY STRUCTURES SHALL BE ADJUSTED AS TOPS OF EXISTING UTILITY STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS. STRUCTURES SHOULD ALWAYS BE FLUSH WITH FINISH GROUND ELEVATION. 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES JOLIET TOWNSHIP WITH REGARD TO MATERIALS AND INSTALLATION OF THE SEWER LINES. 15. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 16. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 17. ALL SEWER WORK SHALL BE COORDINATED WITH THE COR TO ALL SEWER WORK SHALL BE COORDINATED WITH THE COR TO CONTROL SYSTEM AND SERVICE DISRUPTIONS. 18. ALL PERFORATED PVC PIPE SHALL HAVE A 4" LAYER OF CA-7 ALL PERFORATED PVC PIPE SHALL HAVE A 4" LAYER OF CA-7 AROUND THE PIPE, FOLLOWED BY A LAYER OF FABRIC WRAPPED AROUND THE SYSTEM.

AutoCAD SHX Text

1. THE ILLINOIS DEPARTMENT OF TRANSPORTATION "STANDARD THE ILLINOIS DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST EDITION, AND ALL ADDENDA THERETO, SHALL GOVERN THE EARTHWORK AND PAVING WORK UNDER THIS CONTRACT. 2. THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS," LATEST EDITION, SHALL GOVERN THE UNDERGROUND WORK UNDER THIS CONTRACT. 3. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH O.S.H.A. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS AND JOLIET TOWNSHIP SHALL CONFORM IN ALL RESPECTS TO ALL STATE AND FEDERAL LAWS AND REGULATIONS. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELD THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF THEIR FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF THESE FACILITIES. ANY UTILITY LOCATIONS SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE FOR GENERAL DIRECTION ONLY. ALL UTILITY LOCATIONS SHOWN MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 5. ALL UTILITY TRENCHES UNDER AND WITHIN TWO FEET OF PAVEMENT, ALL UTILITY TRENCHES UNDER AND WITHIN TWO FEET OF PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. SHALL BE BACKFILLED WITH CA-6 CRUSHED STONE (GRADE 8 OR 9), COMPACTED IN 9" LIFTS TO 95% OF MODIFIED PROCTOR. 6. UTILITY CONNECTIONS WITHIN THE STREET RIGHT-OF-WAY SHALL BE UTILITY CONNECTIONS WITHIN THE STREET RIGHT-OF-WAY SHALL BE ACCOMPLISHED BY SAW CUTTING AND REMOVING THE EXISTING PAVEMENT. BACKFILL AND RESTORATION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEPARTMENT OF TRANSPORTATION. 7. PRIOR TO UNDERTAKING ANY WORK IN THE PUBLIC WAY CONTACT: PRIOR TO UNDERTAKING ANY WORK IN THE PUBLIC WAY CONTACT: GREG RUDDY, DEPARTMENT OF PUBLIC WORKS, 815-724-4200 RELATIVE TO ENGINEERING WORK ALLISON SWISHER, DEPARTMENT OF PUBLIC UTILITIES, 815-724-4320 RELATIVE TO UTILITIES 8. ALL WORK IN THE PUBLIC WAY REQUIRES A PERMIT FROM JOLIET ALL WORK IN THE PUBLIC WAY REQUIRES A PERMIT FROM JOLIET TOWNSHIP.

AutoCAD SHX Text

1. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 2. STORM AND SANITARY PIPE SHALL BE INSTALLED IN ACCORDANCE STORM AND SANITARY PIPE SHALL BE INSTALLED IN ACCORDANCE WITH JOLIET TOWNSHIP. 3. CONTRACTOR MUST DEMONSTRATE TO THE OWNER THAT THE STORM CONTRACTOR MUST DEMONSTRATE TO THE OWNER THAT THE STORM AND SANITARY PIPES ARE PROPERLY TESTED AND CLEANED PRIOR TO TURNOVER. USE OF A TELEVISING CAMERA UPON COMPLETION OF CONSTRUCTION AND/OR ACTIVE PREVENTION DURING CONSTRUCTION SHALL BE ACCEPTABLE. 4. WATER MAINS SHALL BE INSTALLED, TESTED AND CLEANED IN WATER MAINS SHALL BE INSTALLED, TESTED AND CLEANED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS. 5. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER AT NO COST TO THE OWNER. 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 7. ALL STORM SEWER MANHOLE LIDS SHALL BE LABELED "STORM ALL STORM SEWER MANHOLE LIDS SHALL BE LABELED "STORM SEWER." 8. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. 9. ALL WATER AND STORM UTILITIES SHOULD BE TEN FEET (10') APART ALL WATER AND STORM UTILITIES SHOULD BE TEN FEET (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).

AutoCAD SHX Text BENCHMARKS ON SITE BM HYDRANT ±40' NORTH OF PARCEL D,EAST SIDE OF WALNUT STREET. ELEV=589.45 (NAVD 88) ON SITE BM HYDRANT ±125' NORTH OF PARCEL,EAST SIDE OF WALNUT STREET. ELEV=612.67 (NAVD 88)

AutoCAD SHX Text C1.0 GENERAL NOTES GENERAL NOTES C1.1 TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY C2.0 DEMOLITION PLAN DEMOLITION PLAN C3.0 SITE PLAN SITE PLAN C4.0 GRADING PLAN GRADING PLAN C4.1 DRIVEWAY GRADING PLAN & STORMWATER EXCAVATION DRIVEWAY GRADING PLAN & STORMWATER EXCAVATION C5.0 UTILITY PLAN UTILITY PLAN C5.1 STORMTRAP DETAILS STORMTRAP DETAILS C5.2 STORMTRAP DETAILS STORMTRAP DETAILS C5.3 STORMTRAP DETAILS STORMTRAP DETAILS C6.0 EROSION CONTROL/SWPPP PLAN EROSION CONTROL/SWPPP PLAN C6.1 EROSION CONTROL/SWPPP DETAILS EROSION CONTROL/SWPPP DETAILS C6.2 EROSION CONTROL/SWPPP NOTES EROSION CONTROL/SWPPP NOTES C6.3 EROSION CONTROL/SWPPP NOTES EROSION CONTROL/SWPPP NOTES C7.0 DETAILS DETAILS C7.1 DETAILS DETAILS C7.2 DETAILS DETAILS C8.0 TRAFFIC CONTROL DETAILSTRAFFIC CONTROL DETAILS

AutoCAD SHX Text

4. ALL DIMENSIONS AND RADII ARE TO THE NEAREST FACE OF CURB, ALL DIMENSIONS AND RADII ARE TO THE NEAREST FACE OF CURB, UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION PROVIDED BY RUETTIGER, TONELLI & ASSOCIATES, INC., UPDATED 1/18/2019. 7. NO WETLANDS WERE PRESENT ON THIS SITE AS THE ENTIRE SITE NO WETLANDS WERE PRESENT ON THIS SITE AS THE ENTIRE SITE WAS PREVIOUSLY DEVELOPED. 8. THE CONTRACTOR WILL BE PROVIDED WITH ELECTRONIC FILES OF THE THE CONTRACTOR WILL BE PROVIDED WITH ELECTRONIC FILES OF THE PLANS IN AUTOCAD (RELEASE 2013) FORMAT FOR USE IN LAYING OUT THE WORK. POINTS REQUIRED TO LAYOUT THE WORK SHALL BE CALCULATED BY THE CONTRACTOR AS REQUIRED AT HIS EXPENSE. THE CONTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES WITH THE INFORMATION PROVIDED HEREON PRIOR TO CONSTRUCTION OF THE IMPROVEMENTS.

AutoCAD SHX Text

1. ALL WORK AND MATERIALS SHALL COMPLY WITH V.A. AND O.S.H.A. ALL WORK AND MATERIALS SHALL COMPLY WITH V.A. AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL ITEMS CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL ITEMS CONTAINED WITHIN THE CONTRACT DOCUMENTS INCLUDING ITEMS DEPICTED GRAPHICALLY, IDENTIFIED BY NOTE, OR BOTH. ONLY ITEMS SPECIFICALLY EXCLUDED BY NOTE SHALL BE OMITTED FROM THE PROJECT. CONTRACTOR IS RESPONSIBLE TO SUBMIT QUESTIONS TO THE COR AS NEEDED TO CLARIFY SCOPE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC., AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.

sevans Stamp

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

N.T.S.

TOPOGRAPHIC SURVEY

C1.1

FOR REFERENCE ONLY

W A

L N

U T

W A

L N

U T

ST

R

E E

T

EAGLE STREET

W

W

W

W

W

W

W

444 W. Lake St. Suite 1700

Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

1" = 20'

DEMOLITION PLAN

C2.0

AutoCAD SHX Text

REMOVE DEMOLISHED BUILDING TO DEPTH SPECIFIED BY DETAILS

AutoCAD SHX Text

REMOVE 331 LF OF CONSTRUCTION FENCE

AutoCAD SHX Text

REMOVE CONCRETE SIDEWALK (FULL DEPTH)

AutoCAD SHX Text

CLEAR AND GRUB

AutoCAD SHX Text

REMOVE 24 LF OF WALL

AutoCAD SHX Text

REMOVE CONCRETE SIDEWALK (FULL DEPTH)

AutoCAD SHX Text

LIGHTING CONDUIT TO REMAIN AND BE PROTECTED

AutoCAD SHX Text

PARTIALLY DEMOLISHED BUILDING

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

HWS & HWR BUILDING

AutoCAD SHX Text

NATURAL GAS PROPOSED BY OTHERS

AutoCAD SHX Text

SEE SHEET C2.1

AutoCAD SHX Text

LEGEND: DEMOLITION

AutoCAD SHX Text

DEMOLISHED BUILDING REMOVAL REF: ARCH AND STRUCT PLANS

AutoCAD SHX Text

CONCRETE PAVEMENT REMOVAL (FULL DEPTH)

AutoCAD SHX Text

CLEAR AND GRUB

AutoCAD SHX Text

SAW CUT PAVEMENT/CURB (FULL DEPTH)

AutoCAD SHX Text

REMOVE EXISTING FENCING

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ALL DRAWINGS SHALL BE CHECKED FOR PROPER SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text NOTES: 1. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY THE AOR OF ANY THE CONTRACTOR IS RESPONSIBLE TO NOTIFY THE AOR OF ANY UTILITY RELOCATIONS. REFERENCE SITE PLAN NOTES, NOTE 3, ON SHEET C1.0 FOR ADDITIONAL INFORMATION. 2. PRIOR TO THE START OF CONSTRUCTION, GENERAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, GENERAL CONTRACTOR TO PROVIDE A COMPREHENSIVE SITE UTILIZATION PLAN TO OWNER AND V.A. FOR REVIEW AND APPROVAL. 3. REFERENCE SHEETS C4.0 AND C4.1 FOR FINISHED GRADING REFERENCE SHEETS C4.0 AND C4.1 FOR FINISHED GRADING DEPTHS. 4. WALNUT ST. CONCRETE PAVEMENT TO REMAIN AND BE WALNUT ST. CONCRETE PAVEMENT TO REMAIN AND BE PROTECTED, UNLESS OTHERWISE NOTED. IF DAMAGED, CONTRACTOR TO REPLACE, FULL DEPTH, WHILE FOLLOWING ALL IDOT STANDARDS AND SPECIFICATIONS, AT NO ADDITIONAL COST TO THE V.A. 5. CONTRACTOR TO CAREFULLY REMOVE DEMOLISHED BUILDING CONTRACTOR TO CAREFULLY REMOVE DEMOLISHED BUILDING ALONG THE MAIN BUILDING TO AVOID CRACKING OR BREAKING OF BUILDING WALL AND/OR FOUNDATION. ANY REPAIR OF DAMAGES WILL BE AT NO COST TO THE OWNER. 6. "FULL DEPTH" REMOVAL INCLUDES SUBBASE, WITH SUBGRADE "FULL DEPTH" REMOVAL INCLUDES SUBBASE, WITH SUBGRADE COMPACTED TO 95% PROCTOR PRIOR TO FINAL IMPROVEMENTS. 7. CONTRACTOR TO REMOVE ANY EXISTING CONCRETE RUBBLE CONTRACTOR TO REMOVE ANY EXISTING CONCRETE RUBBLE REQUIRED FOR INSTALLATION OF THE NEW UNDERGROUND DETENTION SYSTEM. REF: UTILITY PLAN

AutoCAD SHX Text

EXISTING BUILDING

L N

U T

W A

L N

U T

ST

R

E E

T

EAGLE STREET

W

W

W

W

W

W

W

444 W. Lake St. Suite 1700

Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

1" = 20'

SITE PLAN

C3.0

AutoCAD SHX Text

HWS & HWR BUILDING

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

"DO NOT ENTER" SIGN

AutoCAD SHX Text

5" CONCRETE SIDEWALK (TYP.)

AutoCAD SHX Text

BOLLARD (7)

AutoCAD SHX Text

FLAG POLE (2)

AutoCAD SHX Text

2'X10' CROSSWALK WHITE STRIPING (TYP.)

AutoCAD SHX Text

8'X18' STANDARD ADA STALL STRIPING W/WHEEL STOP & ADA SIGNAGE (TYP.)

AutoCAD SHX Text

11'X18' VAN ADA STALL STRIPING W/WHEEL STOP & ADA VAN SIGNAGE (TYP.)

AutoCAD SHX Text

TURF SEED REF: LANDSCAPE PLANS

AutoCAD SHX Text

HMA PAVEMENT (ROW)

AutoCAD SHX Text

RETAINING WALL REF: STRUCTURAL PLANS

AutoCAD SHX Text

RETAINING WALL WITH GUARDRAIL REF: STRUCTURAL PLANS

AutoCAD SHX Text

5" CONCRETE SIDEWALK (ROW) SAW CUT AT EXISTING JOINTS (TYP.)

AutoCAD SHX Text

HMA PAVEMENT

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

DEPRESSED CURB (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

8" CONCRETE DRIVEWAY (ROW)

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

RETAINING WALL WITH GUARDRAIL REF: STRUCTURAL PLANS

AutoCAD SHX Text

5" CONCRETE LIP W/FLARED CURB

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

TIERED RETAINING WALLS REF: LANDSCAPE PLANS REF: STRUCTURAL PLANS

AutoCAD SHX Text

RETAINING WALLS REF: LANDSCAPE PLANS REF: STRUCTURAL PLANS

AutoCAD SHX Text

BRICK PAVERS REF: LANDSCAPE PLANS

AutoCAD SHX Text

RETAINING WALL REF: STRUCTURAL PLANS

AutoCAD SHX Text

12"X18" BARRIER CURB REF: LANDSCAPE DET 2, LS103

AutoCAD SHX Text

CONCRETE RAMP WITH HANDRAIL REF: LANDSCAPE PLANS

AutoCAD SHX Text

5" CONCRETE SIDEWALK (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

BRICK PAVERS REF: LANDSCAPE PLANS

AutoCAD SHX Text

"STAFF ONLY PARKING" SIGN

AutoCAD SHX Text

SEE SHEET C3.1

AutoCAD SHX Text

AutoCAD SHX Text C7.2

AutoCAD SHX Text

PLANTING AREA REF: LANDSCAPE PLANS

AutoCAD SHX Text

TURF SEED REF: LANDSCAPE PLANS (TYP.)

AutoCAD SHX Text

ADA DETECTABLE WARNING STRIP

AutoCAD SHX Text

ADA DETECTABLE WARNING STRIP

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ALL DRAWINGS SHALL BE CHECKED FOR PROPER SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

5" CONCRETE SIDEWALK

AutoCAD SHX Text

5" CONCRETE SIDEWALK (ROW)

AutoCAD SHX Text

TURF SEED / PLANTING AREA REF: LANDSCAPING

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text

LEGEND: GEOMETRIC

AutoCAD SHX Text

RAMP HANDRAIL

AutoCAD SHX Text

HMA PAVEMENT

AutoCAD SHX Text

R.O.W. PAVEMENT

AutoCAD SHX Text

SIGN POST

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

8" CONCRETE DRIVEWAY (ROW)

AutoCAD SHX Text

TYPE B CURB & GUTTER

AutoCAD SHX Text

DEPRESSED CURB & GUTTER

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PROVIDE CONTROL/EXPANSION JOINT PLAN TO CONTRACTOR TO PROVIDE CONTROL/EXPANSION JOINT PLAN TO THE AOR FOR REVIEW AND APPROVAL. 2. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION REFERENCE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION REGARDING ALL ON SITE ELEMENTS AND PLANTINGS.

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

BRICK PAVERS REF: LANDSCAPE

AutoCAD SHX Text

LIGHTING REF: LIGHTING PLAN

L N

U T

W A

L N

U T

ST

R

E E

T

EAGLE STREET

444 W. Lake St. Suite 1700

Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

1" = 20'

GRADING PLAN

C4.0

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text 601.49

AutoCAD SHX Text (617.90)

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 2.00%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 10.05%

AutoCAD SHX Text 0.95%

AutoCAD SHX Text 0.95%

AutoCAD SHX Text 605.53

AutoCAD SHX Text 2.95%

AutoCAD SHX Text 1.39%

AutoCAD SHX Text 1.74%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 2.00%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 601.71

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.39%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 601.43

AutoCAD SHX Text 601.15

AutoCAD SHX Text 601.49

AutoCAD SHX Text 601.25

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 2.95%

AutoCAD SHX Text 2.95%

AutoCAD SHX Text 10.05%

AutoCAD SHX Text (590.00)

AutoCAD SHX Text 0.52%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 600.90

AutoCAD SHX Text 600.98

AutoCAD SHX Text R598.00

AutoCAD SHX Text R598.80

AutoCAD SHX Text R599.55

AutoCAD SHX Text R600.33

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 601.49

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 2.00%

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 600.78

AutoCAD SHX Text R599.70

AutoCAD SHX Text 612.34

AutoCAD SHX Text 607.13

AutoCAD SHX Text 1.74%

AutoCAD SHX Text 600.80

AutoCAD SHX Text 601.00

AutoCAD SHX Text 601.09

AutoCAD SHX Text 601.23

AutoCAD SHX Text 601.33

AutoCAD SHX Text 601.53

AutoCAD SHX Text 601.50

AutoCAD SHX Text (610.00)

AutoCAD SHX Text 605.21

AutoCAD SHX Text 12.50%

AutoCAD SHX Text 6.50%

AutoCAD SHX Text R603.00

AutoCAD SHX Text 20.0%

AutoCAD SHX Text 601.50

AutoCAD SHX Text 20.0%

AutoCAD SHX Text 601.50

AutoCAD SHX Text 601.10

AutoCAD SHX Text 600.32

AutoCAD SHX Text 599.57

AutoCAD SHX Text R601.12

AutoCAD SHX Text R601.00

AutoCAD SHX Text 604.22

AutoCAD SHX Text 605.00

AutoCAD SHX Text 4.50%

AutoCAD SHX Text 605.23

AutoCAD SHX Text 602.74

AutoCAD SHX Text 602.65

AutoCAD SHX Text 602.93

AutoCAD SHX Text 601.64

AutoCAD SHX Text 602.50

AutoCAD SHX Text 1.00%

AutoCAD SHX Text 616.00

AutoCAD SHX Text 616.14

AutoCAD SHX Text 604.00

AutoCAD SHX Text 4.22%

AutoCAD SHX Text (615.90)

AutoCAD SHX Text R602.00

AutoCAD SHX Text 603.38

AutoCAD SHX Text 603.38

AutoCAD SHX Text 31.98'

AutoCAD SHX Text 115.00'

AutoCAD SHX Text N 02°06'45" W

AutoCAD SHX Text

CURB EDGE IS 1.0' W.

AutoCAD SHX Text

CURB EDGE IS 1.0' W.

AutoCAD SHX Text

CURB EDGE IS 1.0' W.

AutoCAD SHX Text

HWS & HWR BUILDING

AutoCAD SHX Text

INSTALL 10'(W), 9"(H) OVERFLOW WEIR IN CURB LINE

AutoCAD SHX Text

REF: DETAIL 1/SHEET C4.1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ALL DRAWINGS SHALL BE CHECKED FOR PROPER SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

LEGEND: GRADING

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

SLOPE DIRECTION

AutoCAD SHX Text

RIDGELINE

AutoCAD SHX Text

TOP/BOTTOM ELEVATION

AutoCAD SHX Text

FLOW DIRECTION (SCALE AS NECESSARY)

AutoCAD SHX Text

X.XX%

AutoCAD SHX Text 15.30

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO MEET EXISTING ELEVATIONS UNLESS CONTRACTOR TO MEET EXISTING ELEVATIONS UNLESS OTHERWISE NOTED AND MUST PROVIDE POSITIVE DRAINAGE IN ALL DIRECTIONS. ASPHALT AND CONCRETE FINISHED SURFACES ARE TO BE INSTALLED AT MINIMUM 1.0% SLOPES; LOW SPOTS, I.E., PONDING, BIRD BATHS, ETC., AREAS WILL NOT BE ACCEPTED. AOR MUST BE NOTIFIED IMMEDIATELY OF ANY IDENTIFIED DISCREPANCIES.

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

AS SHOWN

DRIVEWAY GRADING PLAN &

STORMWATER EXCAVATION

C4.1

AutoCAD SHX Text (601.20)

AutoCAD SHX Text (601.88)

AutoCAD SHX Text (601.88)

AutoCAD SHX Text 601.50

AutoCAD SHX Text 2.00%

AutoCAD SHX Text 6.00%

AutoCAD SHX Text 589.58

AutoCAD SHX Text 589.58

AutoCAD SHX Text 589.58

AutoCAD SHX Text 589.58

AutoCAD SHX Text 589.58

AutoCAD SHX Text 589.58

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ALL DRAWINGS SHALL BE CHECKED FOR PROPER SCALE

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 1 inch = 5 ft.

AutoCAD SHX Text

LEGEND: GRADING

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

SLOPE DIRECTION

AutoCAD SHX Text

RIDGELINE

AutoCAD SHX Text

TOP/BOTTOM ELEVATION

AutoCAD SHX Text

EXISTING/INTERPOLATED SPOT ELEVATION

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

AutoCAD SHX Text

FLOW DIRECTION (SCALE AS NECESSARY)

AutoCAD SHX Text (15.30)

AutoCAD SHX Text

X.XX%

AutoCAD SHX Text 15.30

AutoCAD SHX Text

%%USTORMWATER EXCAVATION

AutoCAD SHX Text

SCALE: 1"=10'

AutoCAD SHX Text

AutoCAD SHX Text C4.1

AutoCAD SHX Text

%%UDRIVEWAY GRADING

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

AutoCAD SHX Text C4.1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ALL DRAWINGS SHALL BE CHECKED FOR PROPER SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1 inch = 10 ft.

U G

E

U G

E

U

G

E

U

G

E

W

W

W

W

W

W A

L N

U T

W A

L N

U T

ST

R

E E

T

EAGLE STREET

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

C

A

T

V

C

A

T

V

C

A

T

V

C

A

T

V

G

G

G

G

G

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U G

E

U G

E

G

G

W

W

W

W

W

W

W

444 W. Lake St. Suite 1700

Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

1" = 20'

UTILITY PLAN

C5.0

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

71 LF 8" PVC @ 0.54%

AutoCAD SHX Text

71 LF 8" PVC @ 0.54%

AutoCAD SHX Text

CB-1 4' DIA. C.B. W/OPEN LID RIM=601.60 INV=597.60

AutoCAD SHX Text

CB-2 4' DIA. C.B. W/OPEN LID RIM=599.47 INV=597.22

AutoCAD SHX Text

CB-3 4' DIA. C.B. W/OPEN LID RIM=598.80 INV=596.83

AutoCAD SHX Text

71 LF 8" PVC @ 0.54%

AutoCAD SHX Text

CURB EDGE IS 1.0' W.

AutoCAD SHX Text

CURB EDGE IS 1.0' W.

AutoCAD SHX Text

CURB EDGE IS 1.0' W.

AutoCAD SHX Text

HWS & HWR BUILDING

AutoCAD SHX Text

NATURAL GAS PROPOSED BY OTHERS

AutoCAD SHX Text

CB-5 4' DIA. C.B. W/OPEN LID RIM=599.70 INV=591.00

AutoCAD SHX Text CB-4 6' DIA. RESTRICTOR C.B. W/WEIR WALL & TWO ACCESS FRAMES RIM=598.00 INV=592.75 W/1.85" DIA RESTRICTOR INV=590.50 W/1.45" DIA RESTRICTOR

AutoCAD SHX Text STORMTRAP VAULT 5'-8" SINGLETRAP MAX. SURFACE=601.00 MIN. SURFACE=598.00 T/VAULT=597.00 HWL=596.50 INV=590.83 B/CA-7=589.58 7,110 SF FOOTPRINT 0.91 ACRE-FT STORAGE

AutoCAD SHX Text

28 LF 8" PVC @ 0.61%

AutoCAD SHX Text

26 LF 8" PVC @ 1.25%

AutoCAD SHX Text

72 LF 12" RCP @ 0.34%

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

CONNECTION INV. 590.83

AutoCAD SHX Text

CONNECTION INV. 590.83

AutoCAD SHX Text

12" FES OUTLET INV=590.25 W/RIP-RAP

AutoCAD SHX Text

CB-7 4' DIA. C.B. W/OPEN LID RIM=603.30 INV=591.44

AutoCAD SHX Text

CB-6 4' DIA. C.B. W/OPEN LID RIM=601.12 INV=591.15

AutoCAD SHX Text

CO-1 RIM=601.00 INV=590.89

AutoCAD SHX Text

11 LF 8" PVC @ 0.54%

AutoCAD SHX Text

48 LF 8" PVC @ 0.54%

AutoCAD SHX Text

53 LF 8" PVC @ 0.54%

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.2

AutoCAD SHX Text

LIGHTING FIXTURE REF: LIGHTING PLAN

AutoCAD SHX Text

LIGHTING FIXTURE (2) REF: LIGHTING PLAN

AutoCAD SHX Text

LIGHTING FIXTURE REF: LIGHTING PLAN

AutoCAD SHX Text

LIGHTING FIXTURE (2) REF: LIGHTING PLAN

AutoCAD SHX Text

CALL BOX REF: LIGHTING PLAN

AutoCAD SHX Text

135 LF 4" SDR-26 @ 0.54%

AutoCAD SHX Text

87 LF 4" SDR-26 @ 0.54%

AutoCAD SHX Text

102 LF 4" SDR-26 @ 0.54%

AutoCAD SHX Text

64 LF 8" PVC @ 0.54%

AutoCAD SHX Text

120 LF 8" PVC @ 0.54%

AutoCAD SHX Text

CO-2 RIM=602.00 INV=591.80

AutoCAD SHX Text

AutoCAD SHX Text C7.2

AutoCAD SHX Text UPPER LEVEL DRAINS TO EMPTY TO INFILTRATION STONE AT LOWER LEVEL WALL REF: LANDSCAPE WALL SECTION

AutoCAD SHX Text

DRAIN TO TIE INTO PVC SEWER INV=601.69

AutoCAD SHX Text

56 LF 8" PVC @ 0.54%

AutoCAD SHX Text

60 LF 4" SDR-26 @ 0.54%

AutoCAD SHX Text

117 LF 4" SDR-26 @ 0.54%

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ALL DRAWINGS SHALL BE CHECKED FOR PROPER SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

LEGEND: UTILITY

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text C

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

PERFORATED PVC SDR-26

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

LIGHTING REF: LIGHTING PLAN

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

NTS

STORMTRAP DETAILS

C5.1

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

NTS

STORMTRAP DETAILS

C5.2

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

NTS

STORMTRAP DETAILS

C5.3

L N

U T

W A

L N

U T

ST

R

E E

T

EAGLE STREET

C

A

T

V

C

A

T

V

C

A

T

V

C

A

T

V

444 W. Lake St. Suite 1700

Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

1" = 20'

EROSION CONTROL /

SWPPP PLAN

C6.0

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

SILT FENCE (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

INLET PROTECTION (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

CONSTRUCTION ENTRANCE WITH WASHOUT (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

TREE PROTECTION (TYP.)

AutoCAD SHX Text

CONSTRUCTION STOCKPILING

AutoCAD SHX Text

HWS & HWR BUILDING

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

FILTER SOCK (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ALL DRAWINGS SHALL BE CHECKED FOR PROPER SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

LEGEND: EROSION

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

TREE PROTECTION

AutoCAD SHX Text

CONSTRUCTION ENTRANCE

AutoCAD SHX Text

CONSTRUCTION STOCKPILING

AutoCAD SHX Text

FILTER SOCK

312.583.7023 www.virtualenergysolutions.com

CBOC

VA Hospital

1201 Eagle Street

Joliet, IL 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

1201 EAGLE STREET

JOLIET, ILLINOIS 60432

578-371

36C25219D0020

© 2020 Virtual Energy Solutions, INC.

PARKING EXPANSION AT

JOLIET CBOC

04/21/23

SE

PDPD

Revisions Date

90% SUBMITTAL 02/10/2023

333 S. Des Plaines St. Suite 200

Chicago, IL 60661

312.884.5100 www.davidmason.com

100% SUBMITTAL 03/07/2023

ISSUE FOR BID 03/24/2023

ISSUE FOR BID ADDENDUM 1 04/21/2023

ISSUE FOR BID ADDENDUM 3 10/11/2023

N.T.S.

EROSION CONTROL /

SWPPP DETAILS

C6.1

AutoCAD SHX Text NOTE: INLET FILTERS ARE SLIGHTLY SMALLER THAN THE INLET GRATE SIZES. WHEN IDENTIFYING OR SPECIFYING FILTERS/CASTINGS PLEASE REFER TO THE DIAMETER "D" OR WIDTH "W" AND HEIGHT "H" OR FILTER FRAMES OR CASTING GRATES. YOU MAY ALSO REFER TO OUR CASTING CROSS REFERENCE GUIDE FOR IDOT STANDARDS.

AutoCAD SHX Text NOTE: ROUND AND SQUARE/RECTANGULAR INLET FILTERS AVAILABLE FOR MOST NEENAH AND EAST JORDON BEEHIVE. ROLL CURB AND CURB BOX FRAME TYPES.

AutoCAD SHX Text

TYPE 1 ROUND INLET FILTER DEPICTED

AutoCAD SHX Text ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROPECTION, INC 1635 TONNE RD ELK GROVE, IL WWW.INLETFILTERS.COM (847) 722-0690 PH (847) 364-5262 FX SALES@INLETFILTERS.COM

AutoCAD SHX Text

GALVANIZED STEEL FRAME

AutoCAD SHX Text

LIFT HANDLES

AutoCAD SHX Text

OVERFLOW FEATURE

AutoCAD SHX Text

GEOTIXTILE FILTER BAG WITH REINFORCED POLYESTER OUTER MESH

AutoCAD SHX Text

STAINLESS STEEL LOCKING BAND

AutoCAD SHX Text **CERTIFICATION: ALL IPP INLET FILTERS CONFORM TO IDOT SPECIFICATIONS AS OUTLINED IN ARTICLE 1081.15 OF IDOT'S STANDARD SPECIFICATIONS GUIDE

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text W

AutoCAD SHX Text

STANDARD DWG. NO.

AutoCAD SHX Text

SHEET 1 OF 2

AutoCAD SHX Text

DATE 8-18-94

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text

IL-630

AutoCAD SHX Text

STABILIZED CONSTRUCTION ENTRANCE PLAN

AutoCAD SHX Text Filter fabric shall meet the requirements of material specification

AutoCAD SHX Text 592 GEOTEXTILE, Table I or 2, Class I, II, or IV and shall be placed

AutoCAD SHX Text over the cleared area prior to the placing of rock.

AutoCAD SHX Text Rock or reclaimed concrete shall meet one of the following IDOT coarse

AutoCAD SHX Text aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according

AutoCAD SHX Text to construction specification 25 ROCKFILL using placement Method 1

AutoCAD SHX Text and Class compaction.

AutoCAD SHX Text Any drainage facilities required because of washing shall be

AutoCAD SHX Text constructed according to manufacturers specifications.

AutoCAD SHX Text If wash racks are used they shall be installed according to the

AutoCAD SHX Text manufacturer's specifications.

AutoCAD SHX Text 6" Min

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

SIDE ELEVATION

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text 3'

AutoCAD SHX Text Existing

AutoCAD SHX Text pavement

AutoCAD SHX Text Mountable Berm

AutoCAD SHX Text (Optional)

AutoCAD SHX Text L =

AutoCAD SHX Text 5:1 Slope

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text Wash Rack

AutoCAD SHX Text (Optional)

AutoCAD SHX Text 10' Min

AutoCAD SHX Text 10' Min

AutoCAD SHX Text L =

AutoCAD SHX Text 14'

AutoCAD SHX Text Existing

AutoCAD SHX Text Pavement

AutoCAD SHX Text Coarse Aggregate

AutoCAD SHX Text Min*

AutoCAD SHX Text

* Must Extend Full Width

AutoCAD SHX Text Of Ingress And Egress

AutoCAD SHX Text Positive Drainage

AutoCAD SHX Text To Sediment

AutoCAD SHX Text Trapping Device.

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text 10' Min

AutoCAD SHX Text

III

AutoCAD SHX Text Natural Resources Conservation Service

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

STANDARD DWG. NO.

AutoCAD SHX Text

SHEET 2 OF 2

AutoCAD SHX Text

DATE 8-18-94

AutoCAD SHX Text Project

AutoCAD SHX Text Designed

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text

IL-630

AutoCAD SHX Text

STABILIZED CONSTRUCTION ENTRANCE PLAN

AutoCAD SHX Text 3" Min

AutoCAD SHX Text 3" Min

AutoCAD SHX Text 14' Min

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 6'- 7"

AutoCAD SHX Text Reinforced Concrete

AutoCAD SHX Text Drain Space

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text Natural Resources Conservation Service

AutoCAD SHX Text

%%UCONSTRUCTION ENTRANCE

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

THIS IS A IPP STANDARD EROSION CONTROL PRODUCT DETAIL OR APPROVED EQUAL

AutoCAD SHX Text

%%USILT FENCE WITH WIRE SUPPORT PLAN

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

STANDARD DWG. NO.

AutoCAD SHX Text

SHEET 1 OF 2

AutoCAD SHX Text

DATE 3-3-95

AutoCAD SHX Text Project

AutoCAD SHX Text Designed

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text

IL-620W

AutoCAD SHX Text

SILT FENCE WITH WIRE SUPPORT PLAN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text Wires of mesh support shall be min. gage no. 12.

AutoCAD SHX Text 2.

AutoCAD SHX Text Temporary sediment fence shall be installed prior to any grading work

AutoCAD SHX Text in the area to be protected. They shall be maintained throughout the

AutoCAD SHX Text construction period and removed in conjunction with the final grading

AutoCAD SHX Text 3.

AutoCAD SHX Text Filter fabric shall meet the requirements of material specification

AutoCAD SHX Text 592 Geotextile Table 1 or 2, Class with equivalent opening size of

AutoCAD SHX Text at least 30 for nonwoven and 50 for woven.

AutoCAD SHX Text 4.

AutoCAD SHX Text Fence posts shall be either standard steel post or wood post with a

AutoCAD SHX Text minimum cross-sectional area of 3.0 sq. in.

AutoCAD SHX Text 8' Max

AutoCAD SHX Text 2' Min

AutoCAD SHX Text (Typ)

AutoCAD SHX Text 18"Min

AutoCAD SHX Text (Typ)

AutoCAD SHX Text Fastener - Min. No. 10 Gage. Wire

AutoCAD SHX Text 4 Per Post Required. (Typ.)

AutoCAD SHX Text Mesh Support 6" Square (Max.)

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text 6"

AutoCAD SHX Text Min

AutoCAD SHX Text Direction Of Flow

AutoCAD SHX Text Undisturbed Ground Line

AutoCAD SHX Text Compacted Backfill

AutoCAD SHX Text 6"

AutoCAD SHX Text Min

AutoCAD SHX Text

FABRIC ANCHOR DETAIL

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text I

AutoCAD SHX Text Natural Resources Conservation Service

AutoCAD SHX Text 3" Min Wire Mesh In Trench

AutoCAD SHX Text and site stabilization.

AutoCAD SHX Text

%%UINLET PROTECTION

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

TREE PROTECTION - FENCING

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text The fence shall be located a minimum of 1 foot outside the drip line

AutoCAD SHX Text trunk of any tree.

AutoCAD SHX Text 2.

AutoCAD SHX Text Fence posts shall be either standard steel posts or wood posts with

AutoCAD SHX Text a minumum cross sectional area of 3.0 sq. in.

AutoCAD SHX Text 3.

AutoCAD SHX Text The fence may be either 40" high snow fence, 40" plastic web fencing

AutoCAD SHX Text or any other material as approved by the engineer/inspector.

AutoCAD SHX Text 6' Max

AutoCAD SHX Text 40" Min

AutoCAD SHX Text 18"

AutoCAD SHX Text Min

AutoCAD SHX Text Ground Surface

AutoCAD SHX Text Fence

AutoCAD SHX Text Drip Line

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

POST AND FENCE DETAIL

AutoCAD SHX Text Post

AutoCAD SHX Text of the tree to be saved and in no case closer than 5 feet to the

AutoCAD SHX Text 1' Min

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

STANDARD DWG. NO.

AutoCAD SHX Text

SHEET 1 OF 1

AutoCAD SHX Text

DATE 4-7-94

AutoCAD SHX Text Project

AutoCAD SHX Text Designed

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text

IL-690

AutoCAD SHX Text Natural Resources Conservation Service

AutoCAD SHX Text

%%UTREE PROTECTION

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

ATTACHING TWO SILT FENCES

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text Posts

AutoCAD SHX Text Step 1

AutoCAD SHX Text Step 2

AutoCAD SHX Text Step 3

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text Project

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text

STANDARD DWG. NO.

AutoCAD SHX Text

SHEET 2 OF 2

AutoCAD SHX Text

DATE 1-29-99

AutoCAD SHX Text

IL-620(W)

AutoCAD SHX Text Place the end post of the second fence inside the end post of the first fence. Rotate both posts at least 180 degrees in a clockwise direction to create a tight seal with the fabric material. Drive both posts a minimum of 18 inches into the ground and bury the flap.

AutoCAD SHX Text

NOTES: 1. 2. 3.

AutoCAD SHX Text Natural Resources Conservation Service

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PROVIDE THE CONSTRUCTION ENTRANCE CONTRACTOR TO PROVIDE THE CONSTRUCTION ENTRANCE ON THE SITE UTILIZATION PLAN, TO BE REVIEWED AND APPROVED BY VA.

AutoCAD SHX Text

%%UUNSTAKED FILTER SOCK

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C6.1

AutoCAD SHX Text

PERIMETER CONTROL & OVERLAPPING

AutoCAD SHX Text

1-2' OVERLAP RECOMMENDED ON SLOPES

AutoCAD SHX Text

CURL UPHILL WHEN FLOW IS LESS THAN 45°

AutoCAD SHX Text

OVERLAP BASED ON FLOW DIRECTION

AutoCAD SHX Text

TEMPORARY CONCRETE

AutoCAD SHX Text

WASHOUT FACILITY - STRAW BALE

AutoCAD SHX Text NOTES: 1. Maintaining temporary concrete washout facilities shall include removing and disposing of hardend concrete and/or slurry and returning the faciliities to a functional condition. 2. Facility shall be cleaned or reconstructed in a new area once washout becomes two-thirds full. 3. Each straw bale is to be staked in place using (2) 2"x2"x4' wooden stakes.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text File No.

AutoCAD SHX Text Drawn

AutoCAD SHX Text Designed

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Sheet 1 of 3

AutoCAD SHX Text

B. JOHNSON

AutoCAD SHX Text

IUM-654SB

AutoCAD SHX Text 6/08

AutoCAD SHX Text

CONCRETE WASHOUT AREA

AutoCAD SHX Text Plywood or Aluminum 48" X 24" Min.

AutoCAD SHX Text Letters 6" Min. Height

AutoCAD SHX Text

%%USIGN DETAIL

AutoCAD SHX Text

%%USTRAW BALE ANCHOR SECTIONS

AutoCAD SHX Text %%ULiner Anchor

AutoCAD SHX Text 6" Wire Staple or Sandbag

AutoCAD SHX Text

30-MIL POLYETHYLENE

AutoCAD SHX Text

STRAW BALE

AutoCAD SHX Text Straw Bale

AutoCAD SHX Text 3' Min

AutoCAD SHX Text 10' Min

AutoCAD SHX Text 10' Min

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text Native Soil

AutoCAD SHX Text 2' Max

AutoCAD SHX Text 3.5' Min.

AutoCAD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .