Site_Plans,_Addendum_No_3.pdf
PDF 5 MB Posted
- Solicitation number
- FY2025-ITB-099
- Issued by
- Champaign County, Illinois
About this file
These site plans are for the U.S.D. #116 Adult Education Center Site located at 131, 205 & 211 N. Race Street in Urbana, Champaign County, Illinois, prepared by a professional engineer for the City of Urbana. The documents include six sheets covering a comprehensive site survey including vicinity mapping, boundary survey, topographic site survey, utilities site survey, demolition site plan, and restoration site plan. The project involves demolishing an existing approximately 22,500 square foot building (ground floor and basement) and preparing the site for future mixed-use development, with specific attention to managing known asbestos and soil contamination.
The demolition and site restoration plans detail precise methodologies for safely removing structures, managing utilities, and restoring the site. The plans include specific areas for demolition (22,205 sq ft ground floor, 6,387 sq ft basement), with careful provisions for utility protection, erosion control, and site restoration. The restoration plan indicates the site will be returned to a mixed surface of asphalt and grass, with specific attention to maintaining site integrity, managing potential environmental hazards, and ensuring proper utility disconnection and site preparation. The documents are sealed by a professional engineer and appear to be part of a carefully planned municipal infrastructure redevelopment project.
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U.S.D. #116 - ADULT EDUCATION CENTER SITE
131, 205 & 211 N. RACE STREET, URBANA, ILLINOIS 61801
ILLINOIS PROFESSIONAL ENGINEER
NO. 062-065759
Exp. Date 11/30/2025
JOHN C. ZEMAN
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CITY OF URBANA PUBLIC WORKS ENGINEERING DIVISION
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DATED:
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DESIGNED BY: DAR
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131, 205 & 211 N. RACE ST., URBANA, IL 61801
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USD #116 ADULT EDUCATION CENTER SITE
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AutoCAD SHX Text PART OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 19 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN CITY OF URBANA, CHAMPAIGN COUNTY, ILLINOIS
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VICINITY MAP (NOT TO SCALE)
AutoCAD SHX Text SHEET INDEX 1.) COVER SHEET 2.) BOUNDARY SURVEY 3.) TOPOGRAPHIC SITE SURVEY 4.) UTILITIES SITE SURVEY 5.) DEMOLITION SITE PLAN 6.) RESTORATION SITE PLAN
AutoCAD SHX Text SURVEYOR NOTES: ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF, UNLESS NOTED OTHERWISE. BASIS OF BEARINGS AND COORDINATES: ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, - NAD 83 (2011). BASIS OF ELEVATIONS: NAVD-1988 (AS DERIVED BY GPS FROM THE UIUC CORS). ALL SURFACE AND/ OR SUBSURFACE BUILDING IMPROVEMENTS AND UTILITY SERVICE LINES ON AND ADJACENT TO THE SURVEYED SITE ARE NOT NECESSARILY SHOWN. THE PROPERTY COVERED BY THIS SURVEY IS CURRENTLY ZONED: B-4 (CENTRAL BUSINES DISTRICT) MINIMUMM LOT SIZE - 2,000 SQUARE FEET MINIMUM LOT WIDTH - 20 FEET MAXIMUM BUILDING HEIGHT - NONE MAXIMUM FLOOR AREA RATIO - 9.00 MINIMUM OPEN SPACE RATIO - NONE FRONT YARD SETBACK - NONE SIDE YARD SETBACK - NONE REAR YARD SETBACK - NONE THE PROPERTY COVERED BY THIS SURVEY IS PARTIALLY LOCATED WITHIN THE FLOOD HAZARD AREA X (AREAS DETERMINED TO BE OUTSIDE THE 0.2 % ANNUAL CHANCE FLOODPLAIN), AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, PANEL NO. 17019C0427D WITH AN EFFECTIVE DATE OF OCTOBER 2, 2013. "EDGE OF BONEYARD STREAM (CREEK)" WAS MEASURED AT INSIDE EDGE OF STEEL PILING CAP. ALL SURVEY MONUMENTS SET AND/ OR FOUND PER THIS SURVEY ARE SHOWN. FIELD WORK FOR THIS SURVEY WAS COMPLETED ON AUGUST 31, 2023.
AutoCAD SHX Text VERTICAL BENCHMARKS (NAVD-1988) BM-1 ELEVATION: 714.30' UPPER NORTHEASTERLY FLANGE BOLT ON FIRE HYDRANT AT THE NORTHWEST CORNER OF N. RACE STREET AND GRIGGS STREET. BM-2 (CP-8) ELEVATION: 708.79' SET DRILL HOLE AND CUT "X" ON CONCRETE SIDEWALK AREA, 23 FEET NORTH OF THE CENTERLINE OF GRIGGS STREET AND 170 FEET WEST OF THE CENTERLINE OF N. RACE STREET, 1.25 FEET NORTH OF BACK OF CURB AND 4.35 FEET EAST OF THE BONEYARD CREEK BRIDGE DECK. BM-3 ELEVATION: 713.86' TOP NORTHWEST SIDE OF CONCRETE STREETLIGHT BASE, 20 FEET EAST OF THE CENTERLINE OF N. RACE STREET AND 175 FEET SOUTH OF THE CENTERLINE (EXTENDED) OF GRIGGS STREET. BM-4 ELEVATION: 713.10' FOUND BRASS TABLET STAMPED "USC&GS BENCHMARK A173-RESET 2013" IN TOP OF STONE WALL, 38 FEET WEST OF THE CENTERLINE OF N. RACE STREET AND 26 FEET NORTH OF THE CENTERLINE OF GRIGGS STREET.
AutoCAD SHX Text HORIZONTAL CONTROL POINTS (NAD 83 (2011)) CP-7 NORTHING: 1,255,581.98' EASTING: 1,019,040.84' ELEVATION: 711.64' FOUND CUT "+" ON CONCRETE WALK AT CENTERLINE (EXTENDED) OF GRIGGS STREET AND 18 FEET EAST OF THE CENTERLINE OF N. RACE STREET. CP-8 (BM-2) NORTHING: 1,255,615.37' EASTING: 1,018,854.05' ELEVATION: 708.79' SET DRILL HOLE AND CUT "X" ON CONCRETE SIDEWALK AREA 23 FEET NORTH OF THE CENTERLINE OF GRIGGS STREET AND 170 FEET WEST OF THE CENTERLINE OF N. RACE STREET, 1.25 FEET NORTH OF BACK OF CURB AND 4.35 FEET EAST OF THE BONEYARD CREEK BRIDGE DECK. CP-9 NORTHING: 1,255,512.26' EASTING: 1,018,884.58' ELEVATION: 709.47' SET MAGNETIC NAIL SURVEY MONUMENT IN ASPHALT 78 FEET SOUTH OF THE CENTERLINE OF GRIGGS STREET IN DRIVEWAY TO ADULT EDUCATION CENTER PARKING AREA, 9 FEET SOUTHWEST OF A SOUTHWEST BUILDING CORNER, 14 FEET EASTERLY OF A SANITARY MANHOLE. CP-10 NORTHING: 1,255,340.27' EASTING: 1,019,003.03' ELEVATION: 715.44' SET MAGNETIC NAIL SURVEY MONUMENT IN ASPHALT PARKING LOT, 28 FEET WEST OF THE CENTERLINE OF N. RACE STREET AND 48 FEET SOUTH OF THE SOUTHEAST BUILDING CORNER OF THE ADULT EDUCATION CENTER. CP-11 NORTHING: 1,255,341.96' EASTING: 1,018,869.38' ELEVATION: 713.12' SET MAGNETIC NAIL SURVEY MONUMENT IN ASPHALT PARKING LOT, 160 FEET WEST OF THE CENTERLINE OF N. RACE STREET AND 43 FEET SOUTH OF THE SOUTH FACE OF THE ADULT EDUCATION CENTER BUILDING, 19 FEET NORTHWESTERLY OF A SANITARY MANHOLE. CP-12 NORTHING: 1,255,402.18' EASTING: 1,018,838.23' ELEVATION: 707.32' SET MAGNETIC SPIKE NAIL SURVEY MONUMENT IN AREA BETWEEN THE ADULT EDUCATION CENTER BUILDING AND THE BONEYARD CREEK, 22 FEET NORTH AND 14 FEET WEST OF THE SOUTHWEST BUILDING CORNER. CP-13 NORTHING: 1,255,522.89' EASTING: 1,018,837.74' ELEVATION: 707.13' SET MAGNETIC SPIKE NAIL SURVEY MONUMENT IN AREA BETWEEN THE ADULT EDUCATION CENTER BUILDING AND THE BONEYARD CREEK, 70 FEET SOUTH OF THE CENTERLINE OF GRIGGS STREET, 23 FEET SOUTH AND 11.5 FEET WEST OF A NORTHWESTERLY BUILDING CORNER.
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FLOOR ELEVATION: 704.81'
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BASEMENT FLOOR ELEVATION: 704.66'
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6' CHAIN-LINK GATE
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CONCRETE PATCH
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BUILDING OVERHANG
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BONEYARD CREEK BED ELEV = 696.5'
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URBANA
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CITY OF URBANA PUBLIC WORKS ENGINEERING DIVISION
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DATED:
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SHEET NO.
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131, 205 & 211 N. RACE ST., URBANA, IL 61801
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USD #116 ADULT EDUCATION CENTER SITE
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BONEYARD STREAM (CREEK)
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ASPHALT
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AutoCAD SHX Text LEGEND HORIZONTAL CONTROL POINT VERTICAL BENCHMARK FINISH FLOOR ELEVATION UCSD SANITARY SEWER MANHOLE STORM SEWER OPEN-GRATE MANHOLE STORM SEWER CURB INLET BUILDING DOWNSPOUT SEWER CLEANOUT WATER VALVE GAS METER GAS REGULATOR MONITORING WELL SOIL BORING STREETLIGHT POWER POLE WITH TRANSFORMER UTILITY POLE LIGHT POLE GUY ANCHOR ELECTRIC BOX BOLLARD OR FENCE/GATE POST EXISTING BUILDING FACE EXISTING BASEMENT AREA DECIDUOUS TREE CONIFEROUS TREE
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CONCRETE RETAINING WALL
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FLOOR ELEVATION: 704.81'
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BASEMENT FLOOR ELEVATION: 704.66'
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2" IRON PIPE UNDERGROUND
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(3) CONDUITS UNDERGROUND EAST
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(2) CONDUITS AND ELECTRIC PANEL
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GRIGGS STREET
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NORTH RACE STREET
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(1) CONDUIT AND ELECTRIC BOX
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(1) ELECTRIC CONDUIT
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FIRE HYDRANT
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CITY OF URBANA PUBLIC WORKS ENGINEERING DIVISION
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DATED:
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SHEET NO.
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BONEYARD STREAM (CREEK)
AutoCAD SHX Text MANHOLE STRUCTURES MH-1 OPEN-GRATE STORM MANHOLE RIM: 708.58' INVERT 12" PVC W: 703.78' MANHOLE FLOOR: 700.50' MH-2 UCSD SANITARY MANHOLE RIM: 709.66' INVERT 36" CONC NE: 699.48' INVERT 36" CONC S: 699.69' MH-3 OPEN-GRATE STORM MANHOLE RIM: 709.92' INVERT 12" PVC NNW: 702.93' INVERT 6" PVC E: 705.42' INVERT 6" PVC SE: 707.07' MH-4 OPEN-GRATE STORM MANHOLE RIM: 710.76' INVERT 6" PVC NW: 708.48' INVERT 6" PVC SE: 708.67' MH-5 CURB INLET STORM MANHOLE FLOWLINE: 707.98' INVERT 12" CLAY W: 703.93' MH-6 CURB INLET STORM MANHOLE FLOWLINE: 710.75' INVERT 10" CONC E: 707.10' INVERT 6" PVC W: 708.73' MH-7 UCSD SANITARY MANHOLE RIM: 713.80' INVERT 36" CONC N/S: 699.88' MH-8 UCSD SANITARY MANHOLE RIM: 712.62' INVERT 36" NE/SW: 699.66'
AutoCAD SHX Text LEGEND HORIZONTAL CONTROL POINT VERTICAL BENCHMARK UCSD SANITARY SEWER MANHOLE STORM SEWER OPEN-GRATE MANHOLE STORM SEWER CURB INLET BUILDING DOWNSPOUT SEWER CLEANOUT WATER VALVE GAS METER GAS REGULATOR MONITORING WELL SOIL BORING STREETLIGHT POWER POLE WITH TRANSFORMER UTILITY POLE LIGHT POLE GUY ANCHOR ELECTRIC BOX EXISTING BUILDING FACE UNDERGROUND LIGHTING LINE WATER LINE GAS LINE STORM SEWER LINE SANITARY SEWER LINE UCSD SANITARY SEWER LINE
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OVERHEAD ELECTRIC LINE
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DEMOLITION SITE PLAN
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GRIGGS STREET
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NORTH RACE STREET
AutoCAD SHX Text LEGEND BUILDING (GROUND FLOOR) DEMOLITION AREA (22,205 SQ FT) BUILDING (BASEMENT) DEMOLITION AREA (6,387 SQ FT) AREA OVER EXISTING 36" SANITARY SEWER - USE CAUTION DURING DEMOLITION CONCRETE AREA TO BE REMOVED ASPHALT AREA TO BE REMOVED ASPHALT AREA TO REMAIN - CRACK FILL AND SEAL PERIMETER CONSTRUCTION FENCE PERIMETER EROSION CONTROL
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BONEYARD STREAM (CREEK)
AutoCAD SHX Text CAUTION - NOTICE TO CONTRACTORS REGARDING EXISTING UTILITIES THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE PERFORMING ANY CONSTRUCTION ACTIVITIES TO REQUEST FIELD LOCATIONS OF THEIR UTILITIES. THE CONTRACTOR MUST BE AWARE THAT SOME EXISTING UTILITIES MAY NOT BE ACCURATELY SHOWN, KNOWN TO EXIST, AND/ OR LOCATED BY LOCAL OR STATE UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE NECESSARY ACCOMODATIONS TO ACCURATELY LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF WORK. ALL EXISTING UTILITIES ON THIS PROJECT SITE AND ON ADJACENT DEVELOPMENTS SHALL REMAIN IN PLACE AND OPERATIONAL AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR MUST COORDINATE ANY RELOCATIONS OR MODIFICATIONS TO THE EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, THE OWNER, AND THE CITY OF URBANA.
AutoCAD SHX Text DEMOLITION PLAN NOTES: 1.) THE EXISTING BUILDING CONTAINS ASBESTOS. ASBESTOS ABATEMENT SHALL COMPLY WITH THE ASBESTOS ABATEMENT SCOPE OF WORK AND ATTACHMENTS. 2.) THE SITE IS ENROLLED IN THE ILLINOIS E.P.A. SITE REMEDIATION PROGRAM. SITE DEMOLITION AND RESTORATION SHALL COMPLY WITH HTE SITE REMEDIATION SCOPE OF WORK AND ATTACHMENTS. 3.) THE CONTRACTOR SHALL ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED UTILITIES AND SUBSURFACE OBSTRUCTIONS THAT WILL REMAIN AFTER DEMOLITION. 4.) THE CONTRACTOR SHALL PROTECT AND MAINTAIN IN A SAFE AND OPERABLE CONDITION UTILITIES THAT ARE TO REMAIN. THE CONTRACTOR SHALL PREVENT INTERRUPTION OF EXISTING UTILITY SERVICE TO OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER. 5.) THE CONTRACTOR SHALL NOTIFY ADJACENT OWNERS OF WORK THAT MAY AFFECT THEIR PROPERTY, POTENTIAL NOISE, UTILITY OUTAGES OR DISRUPTIONS. 6.) ALL ITEMS NOTED "TO REMAIN AND/ OR TO BE ADJUSTED" SHALL BE RAISED OR LOWERED TO MATCH THE NEW GRADE INDICATED OR FLUSH WITH THE SURROUNDING PAVEMENT. (I.E. - MANHOLE RIMS, VALVE COVERS, GRATES, ETC.) 7.) UNLESS NOTED OTHERWISE, UTILITIES DESIGNATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY. TRENCHES SHALL THEN BE BACKFILLED AND COMPACTED. 8.) SHOULD UNEXPECTED HAZARDOUS MATERIALS BE FOUND DURING DEMOLITION OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ALL GOVERNING AGENCIES, IF NECESSARY, AND CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES. 9.) ALL SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED LAND SURVEYOR, LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED. 10.) THE EDGES OF ALL PAVEMENT AND CURB SECTIONS TO BE REMOVED SHALL BE SAW CUT. REMAINING PAVEMENT AND CURB SECTIONS SHALL HAVE SMOOTH, CLEAN EDGES. THIS MEANS ADDITIONAL SAWCUTS MAY BE NECESSARY DEPENDING ON CONTRACTOR'S MEANS AND METHODS. 11.) REMOVE ALL STUMPS, BUSHES, TREES, WEEDS AND OTHER SURFACE OBSTRUCTIONS FROM REMOVE ALL STUMPS, BUSHES, TREES, WEEDS AND OTHER SURFACE OBSTRUCTIONS FROM THE SITE THAT ARE WITHIN THE PROPOSED CONSTRUCTION AREA AND THAT ARE NOT OTHERWISE NOTED TO REMAIN. CONTRACTOR TO STRIP ALL TOPSOIL FROM ENTIRE AREA TO BE GRADED. THIS MAY BE DONE IN PHASES. 12.) THE CONTRACTOR SHALL MAINTAIN THE SITE IN A WELL-DRAINED MANNER IN ORDER TO ASSURE THE SHORTEST POSSIBLE DRYING TIME AFTER EACH RAINFALL. THIS WILL MEAN THAT PUMPING OF STANDING WATER IN THE LOW AREAS ON THE SITE MAY BE REQUIRED DURING CONSTRUCTION. 13.) THE BASE BID FOR CLEARING AND TREE REMOVAL TO INCLUDE THE EAST BANK OF THE BONEYARD CREEK ONLY ADJACENT TO SITE PROPERTY.
AutoCAD SHX Text THREE (3) WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION ON THIS SITE, THE CONTRACTOR SHALL CONTACT J.U.L.I.E. (1-800-892-0123) FOR UTILITY LOCATION INFORMATION.
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CONCRETE RAMP
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ASPHALT
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PROVIDE INLET PROTECTION
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EXISTING CONCRETE RETAINING WALL TO REMAIN
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REMOVE PRIVATE STORM SEWER LINES AND STRUCTURES
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REMOVE PRIVATE STORM SEWER LINES AND STRUCTURES
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ASPHALT
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PROTECT WING WALL AND BOX STRUCTURE
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REMOVE AND REPLACE PATCH
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REMOVE PRIVATE STORM SEWER LINES AND STRUCTURES
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CONCRETE
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6' OFFSET LINES FROM CENTERLINE OF 36" UCSD SANITARY SEWER
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APPROXIMATE OUTSIDE LIMIT OF 36" CONCRETE SEWER PIPE
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CITY OF URBANA PUBLIC WORKS ENGINEERING DIVISION
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DATED:
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131, 205 & 211 N. RACE ST., URBANA, IL 61801
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USD #116 ADULT EDUCATION CENTER SITE
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SECTION 23-00670-00-BD
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RECONSTRUCT SIDEWALK AND CURB AND GUTTER
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RECONSTRUCT SIDEWALK/ BRICK STREETSCAPE AND CURB AND GUTTER
AutoCAD SHX Text RESTORATION PLAN NOTES: 1.) THE SITE IS ENROLLED IN THE ILLINOIS E.P.A. SITE REMEDIATION PROGRAM. SITE DEMOLITION AND RESTORATION SHALL COMPLY WITH HTE SITE REMEDIATION SCOPE OF WORK AND ATTACHMENTS. 2.) CONSTRUCTION IN PUBLIC RIGHT-OF-WAY OF GRIGGS STREET AND N. RACE STREET SHALL BE ACCORDING TO THE URBANA UTILITY AND RIGHT-OF-WAY PERMIT STANDARDS AND THE URBANA STREETSCAPE DETAILS, WHERE EXISTING STREETSCAPE FEATURES ARE DISTURBED.
AutoCAD SHX Text
= ADDENDUM #3 02/04/25
(EXPANDED TO INCLUDE CLOSED DRIVE)
| Adult Education Center - SHEET 1 (Title) 010325 |
| Sheets and Views |
| SHEET 1 |
| Adult Education Center - SHEET 2 (Boundary) 010325 - signed |
| Adult Education Center - SHEET 3 (Topo) 010325 |
| Sheets and Views |
| SHEET 3 |
| Adult Education Center - SHEET 4 (Utility) 010325 |
| Sheets and Views |
| SHEET 4 |
| Site Plans Sheets 5-6 Add No 3 |
| Adult Education Center - SHEET 5 (Demo) revised 020425 |
| Sheets and Views |
| SHEET 5 |
| Adult Education Center - SHEET 6 (Restoration) revised 020425 |
| Sheets and Views |
| SHEET 6 |
| Adult Education Center - SHEET 7 (ALTERNATE BID) revised 020425 |
| Sheets and Views |
| SHEET 5 |
| 2025-02-06T15:02:41-0600 | |
| City Engineer | |
| John C. Zeman |
File details come from the government source that posted it. Updated .