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4-21-2020 Staff Report_Final15024 S. Des Plaines St. FIR 5/8"FCCFIR 1/4"FIR 1/4"FIP3/4FIP 3/4"FIR 5/8"FIP 1"FIR 5/8"FCCFMN101SMN102SCC103SCC104SCC105SCC612.3 36"6 1 2 . 3 0 1005SMG6 1 2 . 0 6 6 1 1 . 6 3 6 1 1 . 8 5 6 1 1 . 7 8 6 1 1 . 4 5 6 1 1 . 8 8 612.07 6 1 1 . 5 9 6 1 2 . 1 2 6 1 2 . 1 2 6 1 1 . 6 1 6 1 1 . 6 9 6 1 1 . 7 9 6 1 2 . 1 1 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 8"6 1 1 . 8 2 6 1 1 . 8 1 6 1 1 . 2 1 6 1 1 . 1 6 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 8"6 1 2 . 1 4 6 1 2 . 7 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 0 6 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 6 4 6 1 1 . 4 5 6 1 1 . 4 0 6 1 1 . 5 2 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 8 1 6 1 1 . 8 3 6 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 3 2 6 1 1 . 2 6 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 2 7 6 1 1 . 1 5 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 0 . 9 2 6 1 1 . 4 5 6 1 1 . 5 2 6 1 0 . 9 6 6 1 1 . 4 8 6 1 1 . 6 1 6 1 0 . 8 7 6 1 2 . 3 4 8"6 1 2 . 4 6 1 1 . 9 6 1 1 . 9 8"6 1 2 . 0 6 1 1 . 7 6 1 1 . 9 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 E 6 1 2 . 4 1612.51FFE612.34FFE6 1 2 . 3 6 1 2 . 2 9 6 1 1 . 9 6 1 2 . 0 6 1 1 . 7 6 1 1 . 1 6 1 1 . 4 6 1 1 . 3 6 1 0 . 9 6 1 1 . 2 6 1 0 . 98"24"6 1 0 . 6 6 1 1 . 2 6 1 1 . 3 7 6 1 1 . 7 8"6 1 2 . 4 4 6 1 2 . 4 1 6 1 2 . 3 8 6 1 2 . 5 2 6 1 2 . 4 6 6 1 2 . 4 4 6 1 2 . 3 6 6 1 3 . 0 6 6 1 3 . 0 9 6 1 2 . 9 0 6 1 2 . 6 6 6 1 2 . 5 8 6 1 2 . 5 0 6 1 2 . 5 6 6 1 2 . 7 1 6 1 1 . 7 9 6 1 1 . 7 2 6 1 1 . 2 1 6 1 1 . 7 8 6 1 1 . 6 8 6 1 1 . 2 3 6 1 1 . 6 8 6 1 1 . 3 3 614.496 1 1 . 9 4 6 1 1 . 5 3 6 1 1 . 8 9 6 1 1 . 5 1 6 1 2 . 1 5 6 1 2 . 9 2 6 1 2 . 9 0 6 1 2 . 7 1 6 1 2 . 5 9 6 1 2 . 4 9 6 1 2 . 6 7 6 1 2 . 7 1 6 1 2 . 1 0 6 1 1 . 6 4 6 1 1 . 8 1 6 1 1 . 9 5 6 1 2 . 5 1 6 1 2 . 7 1 6 1 2 . 3 0 6 1 3 . 0 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 1 6 1 2 . 8 1 6 1 1 . 8 8 6 1 1 . 7 9 6 1 1 . 9 3 6 1 2 . 0 2 6 1 2 . 1 9 6 1 2 . 1 0 6 1 2 . 4 5 6 1 2 . 5 3 6 1 2 . 4 0 6 1 2 . 0 2 6 1 2 . 0 4 6 1 2 . 1 0 6 1 2 . 6 6 6 1 2 . 8 2 6 1 2 . 2 6 6 1 2 . 6 0 6 1 3 . 0 6 6 1 2 . 6 5 6 1 2 . 6 2 6 1 2 . 7 5 6 1 2 . 6 6 6 1 2 . 8 236"6 1 0 . 5 6 1 1 . 2 6 0 9 . 5 3 6 0 8 . 9 9 6 0 8 . 8 6 6 0 8 . 6 5 6 0 8 . 4 7 6 0 9 . 0 5 6 0 9 . 5 5 6 0 9 . 7 8 6 1 0 . 0 6 0 9 . 916" x 26 0 9 . 4 6 6 0 9 . 1 3 6 0 9 . 4 6 6 0 9 . 5 8 6 0 9 . 6 4 6 0 9 . 5 2 6 0 9 . 4 6 6 0 8 . 9 5 6 0 9 . 0 2 6 0 8 . 6 2 6 0 8 . 5 6 6 0 8 . 9 3 608.91 608.63 608.82 608.93609.06609.53609.04 609.26 609.22609.13609.15 609.41609.12609.20 6 0 9 . 2 1 6 0 9 . 2 2 6 0 9 . 2 6 6 0 9 . 3 5 608.87 608.88 6 1 1 . 7 6 6 1 2 . 0 6 6 1 1 . 6 7 6 1 0 . 9 6 6 1 1 . 3 0 6 1 1 . 1 0 6 1 0 . 1 7 6 0 9 . 6 7 6 0 9 . 7 9 6 0 9 . 6 4 6 0 9 . 6 7 6 1 0 . 3 4 6 1 0 . 0 2 6 0 9 . 5 6 0 9 . 4 8 6 0 9 . 5 6 0 9 . 4 5 6 0 9 . 3 6 6 0 9 . 4 6 608.96608.69608.80 6 0 9 . 7 4 6 1 1 . 6 6 1 2 . 0 2 6 1 2 . 2 612.35FFE6 1 2 . 3 4 6 1 1 . 9 2 6 1 1 . 9 2 6 1 1 . 9 9 6 1 1 . 7 6 6 1 1 . 7 2 6 1 1 . 5 6 1 1 . 6 6 1 2 . 3 2 6 1 1 . 5 12"6 1 1 . 3 6 1 1 . 2 6 1 0 . 8 5 6 1 0 . 8 1FCC6 0 9 . 5 4 6 0 9 . 5 3 6 0 8 . 4 8 6 0 8 . 4 7 6 0 8 . 4 5 6 0 8 . 7 2 6 0 8 . 5 8 608.83609.53610.08610.26609.82609.87610.43 609.88609.91610.38609.99610.22610.41 6 1 0 . 7 4 6 0 9 . 6 4 6 0 9 . 0 9 6 0 9 . 5 1610.126 1 0 . 6 3 610.676 1 0 . 2 6610.35609.87609.946 1 0 . 1 6 6 1 0 . 4 0 6 1 0 . 9 7 6 1 0 . 4 7 6 1 0 . 8 4 6 0 9 . 6 6 6 0 9 . 4 6 6 1 1 . 5 2 6 1 0 . 7 7 6 1 1 . 0 3 6 1 1 . 5 1 6 1 1 . 5 6 6 1 2 . 4 0EG 6 1 2 . 4 8 6 3 9 . 9 2 6 2 6 . 9 3 6 1 2 . 2 6 1 2 . 1 6 1 1 . 7 6 1 1 . 8 6 1 1 . 9 6 612.44FFE6 1 2 . 2 0 6 1 2 . 2 1 6 1 2 . 2 1 6 1 2 . 1 4 6 1 2 . 1 3 6 1 3 . 5 5 6 1 3 . 5 7 6 1 3 . 5 1 6 1 2 . 2 7 6 1 2 . 2 8 6 1 2 . 3 5 6 1 3 . 3 1 6 1 2 . 4 0 612.44FFE6 1 2 . 3 8 612.176"6 1 2 . 5 6 1 2 . 4 1 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6G6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2612.426 1 3 . 5 4 6 1 3 . 5 8 6 1 3 . 0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.186 1 2 . 1 6 1 2 . 5 3 6 1 2 . 2 1.24'20.12'16.16'42.13'23.43'26.47'12.96'35.86'1.74'29.45'29.46' 0.65' 3. 5 5 '3.58'3.57''0.70'16.82'3.93'#150242 STORYFRAME RESIDENCEFRAME SHED12.29'18.30'12.26'18.26'COVERED PORCHCONC. PATIOCONC.PATIOCONC. DRIVEBITUMINOUS PAVEMENTBITUMINOUS PAVEMENT BITUMINOUS PAVEMENTGRAVELT /W T /W T /WSBM #2SBM #1T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /WBUSHEST /W T /W 609 610 6116 1 1 610 610 609 609 611 6 1 1 611 612 612612612612612 612 612 612 612612 613611612#150281 STORYBRICK BUILDING# 1141INLETRIM=610.87IE 6"DIP SW=607.92IE 12"RCP E=607.92# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1047INLETRIM=611.16IE 10"DIP NE=608.76# 1232STORM MHRIM=610.87IE 15"DIP N,E=607.60# 1302WVVRIM=612.82T/P 8"DIP=607.22# 1279STORM MHRIM=612.53IE 15"RCP N,S=607.73# 1375INLETRIM=609.67IE 12"RCP SW=603.22# 1359INLETRIM=608.88(BOLTED SHUT)# 1388INLETRIM=609.69IE 12"RCP NE,SW=602.74# 1316INLETRIM=608.47IE 6"CPP NW,SW=604.52IE 12"CPP E=604.52# 1316INLETRIM=608.65IE 12"CPP W,S,N=604.40# 1432INLETRIM=608.45IE 6"CPP NW,SW=604.75IE 12"CPP E=604.75# 1431INLETRIM=608.47IE 12"CPP W,S,N=604.67DES PLAINES STREETLOT 15LOT 16LOT 142.91' N3.05' N71.25'71.14'0.87' S1.06' S20.28'20.61'28.90'SOUTH LINE OF LOT 15NORTH LINE OF THE SOUTH 15.12 FEET OF LOT 15FENCECORNER0.2' S &3.8' EFENCECORNER0.2' S &3.8' E@ CORNER1.08' S &ON LINE0.54' W &ON LINE@ CORNER0.08' E &ON LINELOT 3LOT 4(33')(77.88')(15.12')(79.26') (117.81') (117.81') (106')(230.34')(157.02')(157')O A K S T N01°45'19"W 95.23'N89°03'16"E 157.02'S01°45'19"E 93.15'S88°17'35"W 157.00'18.19' 18.05' WEST LINE OF THE EAST 157 FEET OF LOT 16 6 1 2 . 0 8 # 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43VICINITY MAPNOT TO SCALEBASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 41-49-31.08533 NLONGITUDE 88-01-27.20112 WELLIPSOIDAL HEIGHT: 624.054 SFTGROUND SCALE FACTOR 1.0000466675ALL MEASUREMENTS ARE ON THE GROUND.0GRAPHIC SCALE1" =2010 20408020'STATE PLANE MERIDIANSITEREVISIONSDATENO.DESCRIPTIONNO. DATEDESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517PLAINFIELD, IL 6058524801 WINTERBERRY LANE815-254-1423SCHMIDT ARCHITECTS, LLCAJS1120'PLAINFIELD HOTEL, PLAINFIELD, ILLINOISBOUNDARY AND TOPOGRAPHIC SURVEYMLPAJSPLAINFIELD HOTELPLAINFIELD, ILLINOISBOUNDARY AND TOPOGRAPHIC SURVEYOF1955111-21-1912-03-19VP01.1STATE OF INDIANA )) SSCOUNTY OF LAKE )I, ANTHONY J. STRICKLAND, AN ILLINOIS PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT IHAVE SURVEYED THE ABOVE DESCRIBED PROPERTY AND THAT THIS PLAT IS A TRUE AND CORRECTREPRESENTATION THEREOF. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF,CORRECTED TO A TEMPERATURE OF 68 DEGREES FAHRENHEIT.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FORBOUNDARY AND TOPOGRAPHIC SURVEYS.FIELD WORK COMPLETED ON NOVEMBER 21, 2019.DATED THIS 3RD DAY OF DECEMBER , A.D., 2019 ._________________________________________________________ANTHONY J. STRICKLANDILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3437MY LICENSE EXPIRES ON NOVEMBER 30, 2020.V3 COMPANIES OF ILLINOIS, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.tstrickland @v3co.comSURVEYOR'S CERTIFICATE1. COMPARE ALL POINTS IN FIELD PRIOR TO ANY CONSTRUCTION AND REPORT ANYDISCREPANCIES TO SURVEYOR AT ONCE.2. ALL BUILDING DIMMENSIONS SHOWN HEREON ARE MEASURED TO EXTERIORFOUNDATION UNLESS OTHERWISE NOTED.3. FOR BUILDING RESTRICTIONS AS ESTABLISHED BY LOCAL ORDINANCES NOT SHOWNHEREON, CONSULT YOUR LOCAL MUNICIPAL AUTHORITIES.4. DO NOT SCALE DIMENSIONS FROM THIS MAP.5. CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF ALL UNDERGROUNDUTILITIES PRIOR TO ANY DIGGING OR CONSTRUCTION.6. UTILITIES AND IMPROVEMENTS SHOWN HEREON BASED ON VISIBLE FIELD VERIFIEDSTRUCTURES.7. THE OWNER SHOULD COMPARE THE DESCRIPTION ON THIS MAP, IF ANY EXISTS,WITH HIS, OR HER DEED ABSTRACT, OR TITLE POLICY AND NOTIFY SURVEYOR OFANY DIFFERENCES.8. UNDERGROUND UTILITY LINES SHOWN HEREON ARE BASED ON FIELD LOCATEDSTRUCTURES IN COORDINATION WITH ATLAS INFORMATION PROVIDED BY UTILITYCOMPANIES THROUGH J.U.L.I.E.'S DESIGN STAGE PROCESS. SEE "UTILITY ATLASNOTES" HEREON FOR SPECIFICS.GENERAL NOTES14,788 SQ. FT.AREA0.3395 ACRESBENCHMARKSOURCE: BENCHMARKS ESTABLISH VIA TRIMBLE VRS NETWORK. DATUM IS NAVD88.SITE:STATION DESIGNATION: SBM #1ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 614.49 (MEASURED)DATUM: NAVD88DESCRIPTION: EAST ARROW BOLT ON FIRE HYDRANT AT NORTHEASTCORNER OF DES PLAINES STREET AND OAK STREET.STATION DESIGNATION: SBM #2ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 609.41 (MEASURED)DATUM: NAVD8DESCRIPTION: SQUARE CUT ON LIGHT BASE NEAR NORTHEAST CORNEROF LOT 15THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIMETHEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACYTHEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE ORMIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKEDBETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDINGUTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOROR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE ORCOMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK.PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELYWITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.FLOOD HAZARD NOTETHIS PROPERTY IS DETERMINED TO BE IN AREA OF MINIMALFLOOD HAZARD (ZONE X) AS DEFINED BY THE FEDERALEMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATEMAP OF WILL COUNTY, ILLINOIS & INCORPORATED AREAS(COMMUNITY PANEL NO. 17197C0127G) EFFECTIVE DATE 2/15/2019.UTILITY ATLAS NOTES:CONTACTSRESPONSEATT/DISTRIBUTIONPLAINFIELD VILLAGE/CITY OFCOMEDNICOR GASJ.U.L.I.E. DESIGN STAGE REQUEST DIG NUMBER X3121238 RECEIVED11/08/19 .CONTACTS PROVIDED BY J.U.L.I.E. & LISTED BELOW WERECONTACTED BY V3 VIA FAX, REQUESTING UTILITY ATLASINFORMATION ON 11/08/19.USIC LOCATING SERVICES RESPONDED WITH COMED ATLASNO RESPONSENO RESPONSECOMCASTNO RESPONSENO RESPONSENO RESPONSEMETRO FIBERNET, LLCNO RESPONSEASPHALT PAVING OR WATER (LABELED)EXISTING CONTOUR LINEEXISTING FENCELINE (CHAIN LINK)EXISTING FENCELINE (WOOD)EXISTING FENCELINE (WIRE)UNDERGROUND CABLE TVUNDERGROUND ELECTRICUNDERGROUND TELEPHONECURBEXISTING BUILDINGMARSH AREAWETLANDSDEPRESSED CURBUNPAVED ROADCONCRETEWATER MAINEDGE OF WATEROVERHEAD WIRESSANITARY SEWERSTORM SEWERRAILROAD TRACKSGAS MAINGUARDRAILEXISTING SPOT ELEVATIONCMP CORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEFES FLARED END SECTIONEXISTING FLOW LINE ELEVATIONEXISTING TOP OF CURB ELEVATIONCONC. CONCRETEDUCTILE IRON PIPESTORM DRAINSANITARY SEWERSANDIPSDINV INVERTBW BOTTOM OF WALLBIT. BITUMINOUSMH MANHOLECW CONCRETE WALKTW TOP OF WALLTP TOP OF PIPEBW BACK OF WALK7 8 2 . 6 2 782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKABBREVIATIONSLEGENDCB CHORD BEARINGN NORTHS SOUTHE EASTW WESTR RADIUSA ARC LENGTHP.U.E. PUBLIC UTILITY EASEMENTU.E. UTILITY EASEMENTD.E. DRAINAGE EASEMENTPT POINT OF TANGENCYPC POINT OF CURVATUREPRC POINT OF REVERSE CURVATUREPCC POINT OF COMPOUND CURVATUREINFORMATION TAKEN FROM DEEDEXCEPTION TO BLANKET EASEMENTM.U.E. MUNICIPAL UTILITY EASEMENTI.E. INGRESS & EGRESS EASEMENT<DEED>[CALC]CALCULATED DATUMMEASURED DATUM(REC)RECORD DATUMMEAS.ETBEPROPOSED EASEMENT LINEEXISTING EASEMENT LINELOT LINECENTERLINEDIVISIONAL SECTION LINEBUILDING SETBACK LINEPROPOSED RIGHT-OF-WAY LINEEXISTING RIGHT-OF-WAY LINEGUY POLETELEPHONE POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERSET CONCRETE MONUMENTHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLEELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTPAINTED TELEPHONE LINEPAINTED ELECTRIC LINETRAFFIC CONTROL BOXELECTRIC PEDESTALELECTRIC VAULTELECTRICAL JUNCTION BOXELECTRIC SERVICE OUTLET BOXHANDHOLEPOWER POLEANCHORBASKETBALL HOOPW/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKERPAINTED GAS LINEGAS VALVE VAULTNON-DECIDUOUS TREE GAS VALVEGAS METERWATER VALVEWATER VALVE VAULTPAINTED WATER LINESPRINKLER HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERFOUND IRON RODFOUND PK NAILFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKEFOUND IRON BARFOUND BRASS MONUMENTFOUND IRON PIPEFOUND CROSS NOTCHSET MONUMENTSET PK NAILSET IRON PIPESET TRAVERSE POINTSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADBUSHSOIL BORING HOLE W/ NUMBERPROPERTY LINESECTION LINEUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER SERVICE (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)LIGHT STANDARDGFETCF TOP OF FOUNDATIONFFE FINISHED FLOORGARAGE FINISHED FLOORDETECTABLE WARNING PADWATER MAIN (ATLAS INFO.)W.S.LEGAL DESCRIPTIONTHE SOUTH 15.12 FEET OF THE EAST 157.02 FEET OF LOT 15 AND THE EAST 157 FEET OF LOT16, IN ASSESSORS SUB OF BLOCK 4 IN ARNOLDS ADDITION TO PLAINFIELD, ACCORDING TOTHE PLAT THEREOF RECORDED AUGUST 24, 1867, IN BOOK 102, PAGE 222, AS DOCUMENTNO. 57290, ALL IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 9,EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. ILLINOIS LICENSED DESIGN FIRM NO. 184-000902I, RYAN M. WAGNER, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFYTHAT THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF OF Brian and Michelle SmithBSPI BY V3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSIONIS INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THE PROJECTSPECIFICATIONS AND CONTRACT DOCUMENTS.DATED THIS DAY OF , A.D., 2020.ILLINOIS LICENSED PROFESSIONAL ENGINEER 062-062713MY LICENSE EXPIRES ON NOVEMBER 30, 2021NO SCALEPROJECT TEAMENGINEEROWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan Wagner, P.E., LEED APrwagner@v3co.comProject Engineer: Garrett Tierneygtierney@v3co.comPLAINFIELD, ILLINOISTITLE SHEETGENERAL NOTES , LEGEND, AND ABBREVIATIONSDEMOLITION PLANLAYOUT PLANGRADING PLANDETAIL GRADING PLANEROSION CONTROL PLANUTILITY PLANCONSTRUCTION DETAILSCONSTRUCTION DETAILSC0.0C1.0C2.0C3.0C4.0C4.1C4.2C5.0C6.0C6.1FINAL ENGINEERING PLANSARCHITECTBSPI24837 W. Pine Cone LanePlainfield, IL 60586815 739 0315Contact: Brian SmithBSPI1989@aol.comContact: Michelle Smithsoc97ml@gmail.comSchmidt Architects, LLC24801 Winterberry LanePlainfield, IL 60585815 254 1423Contact: David Schmidt, AIA, LEED APCIVIL ENGINEERING PLANSPLAINFIELD HOTELNO SCALEINDEXALTA AND TOPOGRAPHIC SURVEYPHOTOMETRIC / ELECTRIC PLANPRELIM. ADS STORMTECH UNDERGROUNDDETENTION SYSTEM DRAWINGS1 of 2P1.0SUPPORTING DOCUMENTSDRAWING NO.C0.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht 19551.dwg3/6/2020DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:19551 03-10-20 GT BD RW PLAINFIELD ILLINOIS TITLESHEET PLAINFIELD HOTEL DESCRIPTIONDATENO.7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com BENCHMARKSLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION SOURCE: BENCHMARKS ESTABLISH VIA TRIMBLE VRS NETWORK. DATUM IS NAVD88.SITE:STATION DESIGNATION: SBM #1ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 614.49 (MEASURED)DATUM: NAVD88DESCRIPTION: EAST ARROW BOLT ON FIRE HYDRANT AT NORTHEASTCORNER OF DES PLAINES STREET AND OAK STREET.STATION DESIGNATION: SBM #2ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 609.41 (MEASURED)DATUM: NAVD8DESCRIPTION: SQUARE CUT ON LIGHT BASE NEAR NORTHEAST CORNEROF LOT 15THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIMETHEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACYTHEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE ORMIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKEDBETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDINGUTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOROR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE ORCOMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK.PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELYWITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.PROJECTLOCATIONPROJECTLOCATIONJointUtilityLocatingInformationforExcavatorsCall48 hours before you dig1 of 1 DRAWING NO.C1.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS GENERAL NOTES, LEGEND AND ABBREVIAITONS PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GENERAL NOTES1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY ANDHORIZONTAL CONTROL SHOWN ON THE DRAWINGS WEREOBTAINED FROM A SURVEY PREPARED BY:V3 COMPANIES, LTD.7325 JANES AVENUEWOODRIDGE, IL 60517COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THESURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TOFAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESEDRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYSAND RECORDS. THEREFORE, THEIR LOCATIONS ANDELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICHARE NOT PRESENTLY KNOWN.3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES ANDFACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ORDERING MATERIAL AND STARTING WORK.4. ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLICAGENCY PERMITS PRIOR TO STARTING WORK. THECONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THEMUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THEOWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIESFROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,DAMAGES, AND THE COST OF DEFENSE ARISING OUT OFCONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBEDHEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THEOWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES ANDAGENTS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR CONSTRUCTION ALONG ORACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTORSHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALLROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTORSHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETSOR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALLMAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THEOWNER OF THE ROADWAY.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASES OFCONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BEPROVIDED IN ACCORDANCE WITH THE IDOT STANDARDSPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BEDONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES."8. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCEWITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBYMADE A PART HEREOF:a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS," LATEST EDITION.c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGEWORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.d. THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE VILLAGE OF PLAINFIELD.e. THE NATIONAL ELECTRIC CODE.f. THE ILLINOIS ACCESSIBILITY CODE.g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OFSOILS BEING EXPORTED FROM THE SITE AND APPROPRIATEDISPOSAL SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARDTO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.9. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCINGANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRINGINSPECTION.10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER IDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINEDTHROUGHOUT THE CONSTRUCTION PERIOD. ALL TREESIDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGEINCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OFTREES UNLESS OTHERWISE INDICATED.11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATIONOF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OFEACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THECONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HASBEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHEREHIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES ANDADJACENT PROPERTY IN ACCORDANCE WITH THE VILLAGE OFPLAINFEILD MUNICIPAL CODE AND IDOT REQUIREMENTS.13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ONTHE DAY PRECEDING A HOLIDAY OR A WEEKEND.14. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVALBEFORE COMMENCEMENT OF PAVEMENT REMOVAL.15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR ASPART OF THE BASE CONTRACT.16. NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT THE JOINT UTILITY LOCATION INFORMATIONFOR EXCAVATORS, "DIGGER" AT 1-312-744-7000. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITYLOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION.18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTINGUTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCHUTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BECOORDINATED AND PERFORMED BY THE CONTRACTOR INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OFTHE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN INSERVICE ARE UNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISIONDATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION ANDSEDIMENTATION CONTROL AS DETAILED IN THE STORM WATERPOLLUTION PREVENTION PLAN.21. ALL CURB RADII REFER TO BACK OF CURB.22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTIONSHALL BE RESTORED IN CONFORMANCE WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTIONAND SHALL BE INCIDENTAL TO THE CONTRACT.23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTEDFROM DAMAGE AND IF DAMAGED, SHALL BE REPLACEDPROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY ORIDOT STANDARD SPECIFICATIONS IN MATERIALS ANDWORKMANSHIP.24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FORROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OFPROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) ORTOPSOIL AS INDICATED ON DRAWINGS.25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPONREQUEST.26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON ASPERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURINGAND UNDERCUTTING BY STORM WATER RUNOFF.27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENTABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BECONSTRUCTED BY MILLING AND SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE BITUMINOUS SURFACECOURSE.28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE END OFTHE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH ANDLOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDEUNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS ANDMANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIRCOST.31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENTARE TO BE ADJUSTED OR RECONSTRUCTED BY THECONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ONTHE PLANS SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS ANDTO THE SATISFACTION OF THE UTILITY OWNER.33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACEDAND COMPACTED PER THE MUNICIPALITY AND IDOTSPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDEREDINCIDENTAL TO THE UTILITY WORK.34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANEDAND INSPECTED TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION. THE COST OF THIS WORK SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT.36. THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,GAS AND IRRIGATION SERVICES. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FORTHESE UTILITIES AND SHALL COORDINATE AND PROVIDECONDUIT CROSSINGS AS REQUIRED. THIS COORDINATIONSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANYCONFLICTS IN UTILITIES SHALL BE CORRECTED BY THEGENERAL CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TOJOIN PIPES OF DISSIMILAR MATERIAL.38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALLCONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL ANDCLIENT REQUIREMENTS FOR USE IN PREPARING RECORDDRAWINGS.39. THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICELINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THEVILLAGE STANDARDS.40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BEINCIDENTAL TO THE CONTRACT.41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINEDFROM THE OWNER. ANY BRACING, SHEETING OR SPECIALCONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALLTHE PROPOSED IMPROVEMENTS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONALSOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'SOPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE ATTHE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLOBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESSTHE SITE TO CONDUCT A SUPPLEMENTAL SOILSINVESTIGATION.42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSEDDRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIREDWITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THEORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONALCONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILEFOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BYTHE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACTAND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESOR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS ORFOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTIONOF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND SPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWM DUCTILE IRON WATER MAINDIAMETERF/G FINISHED GRADEF-F FACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPLLEFTMH MANHOLENWL NORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/P TOP OF PIPETYP TYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & G FRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/P EDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDW HEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCP REINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VV BUTTERFLY VALVE IN VALVE VAULTBLDG BUILDINGINCLDIP DUCTILE IRON PIPEEX.PGL PROFILE GRADE LINEPVT POINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCP HANDICAPON CENTERUPUTILITY POLEMWMONITORING WELLT/W TOP OF WALLMATCH EXISTINGF & OLF & CL FRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/P BOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCP VITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONS DRAWING NO.C1.1N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS SPECIFICAITONS PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. SPECIFICATIONSEARTHWORK1. THE GRADING OPERATIONS ARE TO BE INSPECTED BY ATHIRD PARTY SOILS ENGINEER. THE CONTRACTOR'SREPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANYUNSUITABLE SOIL REMOVAL AND MUST APPROVE, INWRITING, ANY REMEDIATION. BOTH THE CONTRACTORAND SOILS ENGINEER MUST BE PRESENT DURINGREMEDIATION.2. THE PROPOSED GRADING ELEVATIONS SHOWN ON THEPLANS ARE FINISH GRADE. A MINIMUM OF 6 INCHES OFTOPSOIL IS TO BE PLACED BEFORE FINISH GRADEELEVATIONS ARE ACHIEVED, UNLESS OTHERWISE NOTED.AREAS IN DETENTION FACILITIES NOTED TO BEESTABLISHED WITH NATIVE VEGETATION SHALL REQUIREA MINIMUM OF 12 INCHES OF TOPSOIL. REFER TOPLANTING PLANS TO VERIFY TOPSOIL THICKNESSREQUIREMENTS.3. THE SURFACE VEGETATION, TOPSOIL, TRANSITIONALMATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOILSHALL BE STRIPPED FROM ALL AREAS TO RECEIVESTRUCTURAL FILL. IF THE UNDERLYING SUBGRADE ISFOUND TO BE UNSUITABLE FOR PROPER COMPACTION,CONTRACTOR TO CONSULT WITH SOILS ENGINEER PRIORTO REMEDIATION.4. EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY,BUILDING AND OTHER STRUCTURAL CLAY FILL AREASSHALL BE COMPACTED TO A MINIMUM OF 95% OFMAXIMUM DENSITY IN ACCORDANCE WITH ASTMSPECIFICATION D1557 (MODIFIED PROCTOR METHOD), ORTO SUCH OTHER DENSITY AS MAY BE DETERMINEDAPPROPRIATE BY THE SOILS ENGINEER, THE AUTHORITYHAVING JURISDICTION, AND THE CONTRACTOR.5. ALL PAVEMENT SUBGRADE SHALL MEET THEREQUIREMENTS DETERMINED BY THE SOILS ENGINEERAND DOCUMENTED IN THE GEOTECHNICAL REPORT. IFAREAS OF PAVEMENT SUBGRADE ARE ENCOUNTEREDWHICH DO NOT MEET THESE REQUIREMENTS, SUBGRADEREPLACEMENT OR PAVEMENT DESIGN REVISIONS SHALLBE PROVIDED WHICH ARE ADEQUATE TO OBTAINEQUIVALENT PAVEMENT STRENGTH AS DETERMINED BYTHE ENGINEER, SOILS ENGINEER, AND THE AUTHORITYHAVING JURISDICTION.6. COMPLETED GRADING (FINISHED FINE GRADE) FORPROPOSED PAVEMENT SUBGRADE AREAS, BUILDINGPADS, AND OPEN SPACE AREAS SHALL BE WITHIN A 0.1'TOLERANCE OF DESIGN SUBGRADE.7. THE SUBGRADE FOR PROPOSED STREET AND PAVEMENTAREAS SHALL BE PROOF-ROLLED BY THESUBCONTRACTOR IN THE PRESENCE OF THEJURISDICTIONAL INSPECTOR, CONTRACTOR, AND SOILSENGINEER.8. BORROW PIT LOCATION(S) SHALL BE APPROVED BY THEOWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.SANITARY SEWER1. SANITARY SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D2241 WITH AN SDROF 26 WITH ELASTOMETRIC GASKET JOINTSCONFORMING TO ASTM D3139.B. DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSIA21.51 (AWWA C151) WITH JOINTS CONFORMING TOANSI 21-11 (AWWA C-111).2. MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES,WITH APPROPRIATE FRAME AND LIDS (SEECONSTRUCTION DETAIL SHEETS). LIDS SHALL BEIMPRINTED “SEWER”.3. ALL SANITARY SEWER SHALL BE TESTED FORLEAKAGE AND DEFLECTION IN ACCORDANCE WITHSECTION 31-1.12 AND 31-1.13 OF THE STANDARDSPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS.4. ALL SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSMC1244.5. CONTRACTOR SHALL VERIFY THAT THE TESTINGMETHODS DESIGNATED HEREIN ARE ACCEPTABLE TOLOCAL AUTHORITIES HAVING JURISDICTION OVER THISPROJECT. IF THE LOCAL JURISDICTION HAS MORESTRINGENT TESTING REQUIREMENTS THE CONTRACTORSHALL ADHERE TO THE MORE STRINGENTREQUIREMENTS. THE COST SHALL BE INCIDENTAL TO THECONTRACT.WATERMAIN DISTRIBUTION SYSTEM1. WATER MAIN SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIAL AS SPECIFIED ON THE PLANS:A.DUCTILE IRON PIPE, CLASS 52 CONFORMING TO ANSIA21.51, AWWA C-151 WITH CEMENT LININGCONFORMING TO ANSI A21.4, AWWA C-104 ANDPUSH-ON JOINTS CONFORMING TO ANSI A21.11,AWWA C-111. FITTINGS SHALL COMPLY WITH ANSIA21.10, AWWA C110. ALL DUCTILE IRON PIPE SHALLBE WRAPPED IN POLYETHYLENE IN ACCORDANCEWITH AWWA C105.B. POLYVINYL CHLORIDE PIPE, PVC CONFORMING TOASTM C-900, WITH ELASTOMETRIC GASKET JOINTSCONFORMING TO ASTM D3139.C. WATER SERVICE LINES SHALL BE CONSTRUCTED OFCLASS K COPPER.2. MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6”FROM FINISHED GRADE TO TOP OF PIPE.3. VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONSWHERE WATER MAIN IS 8” DIAMETER OR LARGER.VAULTS SHALL BE PRECAST CONCRETE STRUCTURES,WITH APPROPRIATE FRAME AND LIDS (SEECONSTRUCTION DETAIL SHEETS). LIDS SHALL BEIMPRINTED “WATER”.4. THRUST BLOCKING OR RESTRAINED JOINTS SHALL BEINSTALLED ON WATER MAINS AT ALL BENDS, TEES,ELBOWS, ETC. AS REQUIRED BY THE AUTHORITY HAVINGJURISDICTION. COST OF SAME SHALL BE INCIDENTAL TOTHE UNIT PRICE FOR PIPE INSTALLED.5. WATER MAIN FITTINGS (BENDS, ELBOWS, TEES,INCREASES, REDUCERS, ETC.) MAY OR MAY NOT BESPECIFICALLY REFERENCED ON THE CONSTRUCTIONPLANS. THEY ARE TO BE CONSIDERED AS INCIDENTALAND INCLUDED IN THE LINEAL FOOTAGE COST OF THEWATER MAIN.6. ALL WATER LINES ARE TO BE PRESSURE TESTED ANDCHLORINATED PER THE REQUIREMENTS OF THEMUNICIPALITY AND THE ILLINOIS ENVIRONMENTALPROTECTION AGENCY.STORM SEWER1. STORM SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.REINFORCED CONCRETE PIPE ( RCP) INCONFORMANCE WITH IDOT STANDARDSPECIFICATIONS DETERMINATION FOR PIPE CLASS,AND CONFORMING TO ASTM C76. ALL STORM SEWERSHALL HAVE GASKETED JOINTS CONFORMING TOASTM C-361, UNLESS OTHERWISE NOTED.B. POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D3034 WITH ELASTOMERICGASKETED JOINTS CONFORMING TO ASTM D3212.C.HIGH DENSITY POLYETHYLENE PIPE, HDPE,CONFORMING TO ASTM D3350 WITH ELASTOMERICJOINTS CONFORMING TO ASTM D3212.D.DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSIA21.51 (AWWA C151) WITH JOINTS CONFORMING TOANSI 21-11 (AWWA C-111).2. STORM SEWER STRUCTURES SHALL BE PRECAST OF THETYPE AND DIAMETER AS SPECIFIED IN THE PLANS WITHAPPROPRIATE FRAME AND LIDS (SEE CONSTRUCTIONDETAIL). LIDS SHALL BE IMPRINTED “STORM”.IEPA CROSSING REQUIREMENTS1.HORIZONTAL SEPARATION:A. WATERMAINS SHALL BE LAID AT LEAST TEN FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSEDDRAIN, STORM SEWER, SANITARY SEWER OR SEWERSERVICE CONNECTION.B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEETTO A SEWER LINE WHEN: I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET;II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVETHE CROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATETRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONESIDE OF THE SEWER.I. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICALJOINT CAST OR DUCTILE IRON PIPE, PRESTRESSEDCONCRETE PIPE, OR PVC PIPE MEETING THEREQUIREMENTS OF SECTION 653.111 WHEN IT ISIMPOSSIBLE TO MEET (A) OR (B) ABOVE. THE DRAINOR SEWER SHALL BE PRESSURE TESTED TO THEMAXIMUM EXPECTED SURCHARGE HEAD BEFOREBACKFILLING.2.VERTICAL SEPARATION:A. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS18 INCHES ABOVE THE CROWN OF THE DRAIN ORSEWER WHENEVER WATERMAINS CROSS STORMSEWERS, SANITARY SEWERS OR SEWER SERVICECONNECTIONS. THE VERTICAL SEPARATION SHALLBE MAINTAINED FOR THAT PORTION OF THEWATERMAIN LOCATED WITHIN TEN FEETHORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.A LENGTH OF WATERMAIN PIPE SHALL BE CENTEREDOVER THE SEWER TO BE CROSSED WITH JOINTSEQUIDISTANT FROM THE SEWER OR DRAIN.B. BOTH THE WATERMAIN AND SEWER SHALL BECONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSEDCONCRETE PIPE, OR PVC PIPE MEETINGREQUIREMENTS OF SECTION 653.111 WHEN:I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE; ORII. THE WATERMAIN PASSES UNDER A SEWER DRAIN.C. A VERTICAL SEPARATION OF 18 INCHES BETWEENTHE INVERT OF THE SEWER OR DRAIN AND THECROWN OF THE WATERMAIN SHALL BE MAINTAINEDWHERE A WATERMAIN CROSSES UNDER A SEWER.SUPPORT THE SEWER OR DRAIN LINES TO PREVENTSETTLING AND BREAKING THE WATERMAIN.D.CONSTRUCTION SHALL EXTEND ON EACH SIDE OFTHE CROSSING UNTIL THE NORMAL DISTANCE FROMTHE WATERMAIN TO THE SEWER OR DRAIN LINE IS ATLEAST TEN FEET.PAVING1. BASE COURSE SHALL BE AGGREGATE BASE COURSE,CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEEPLANS FOR THICKNESS).2. SURFACE COURSE AND BINDER COURSE SHALL BEHOT-MIX ASPHALT (HMA) CONFORMING TO IDOTSTANDARD SPECIFICATIONS (SEE PLANS FORTHICKNESS).3. CURB & GUTTER AND SIDEWALK SHALL BE CLASS SIPORTLAND CEMENT CONCRETE CONFORMING TO IDOTSTANDARD SPECIFICATIONS.4. SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OFDESIGN SUBGRADE ELEVATIONS BY THE EARTHWORKCONTRACTOR. FINE GRADING FOR PAVEMENTS ANDSIDEWALKS SHALL BE THE RESPONSIBILITY OF THEPAVING CONTRACTOR.5. AGGREGATE BASE COURSES SHALL BE PRIMED AT THERATE OF 0.25 TO 0.50 GALLONS PER SQUARE YARD ANDBRICK, CONCRETE, OR HMA BASES SHALL BE PRIMED ATTHE RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARDWITH LIQUID ASPHALT CONFORMING TO THE IDOTSTANDARD SPECIFICATIONS AND APPROPRIATE FORPREVAILING WEATHER AND SITE CONDITIONS. PRIMECOAT AND CLEANING THE EXISTING SURFACE SHALL BECONSIDERED AS INCIDENTAL TO THE CONTRACT.6. PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLYCOMPACTED SUBGRADE MEETING THE REQUIREMENTSOF THE STANDARD SPECIFICATIONS ANDRECOMMENDATIONS OF THE GEOTECHNICALCONSULTANT. PRIOR TO PLACEMENT OF THE NEWPAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLEDWITH A FULLY LOADED TANDEM AXLE DUMP TRUCK(MINIMUM 20 TONS). PROOF ROLLING SHALL BEWITNESSED BY THE GEOTECHNICAL CONSULTANT.7. SIDEWALKS SHALL BE OF THE THICKNESS ANDDIMENSIONS AS SHOWN IN THE CONSTRUCTION PLANS.CONTRACTION JOINTS SHALL BE SET AT 5' CENTERS AND½ INCH PREMOLDED FIBER EXPANSION JOINTS SHALL BESET AT 50' CENTERS AND WHERE THE SIDEWALK MEETSTHE CURB, A BUILDING, OR AT THE END OF EACH POUR.ALL SIDEWALKS CONSIDERED TO BE ACCESSIBLE ROUTESAS DEFINED BY THE AMERICANS WITH DISABILITIES ACT(ADA) SHALL BE SUBJECT TO ILLINOIS ACCESSIBILITYCODE (IAC) REQUIREMENTS, UNLESS OTHERWISE NOTED.8. TESTING OF THE SUBBASE, BASE COURSE, BINDERCOURSE, SURFACE COURSE, AND CONCRETE WORKSHALL BE REQUIRED IN ACCORDANCE WITH IDOTSTANDARD SPECIFICATIONS AND IN ACCORDANCE WITHTHE SPECIFIC REQUIREMENTS OF THE AUTHORITYHAVING JURISDICTION. A QUALIFIED TESTING FIRM SHALLBE EMPLOYED TO PERFORM THE REQUIRED TESTS.9. ASPHALT JOINTS FOR BINDER AND SURFACE COURSESARE TO BE STAGGERED. 101SMN102SCC103SCC104SCC105SCC106SCC36"1005SMG8"8"8"8"8"24"8"614.4936"16" x 2609.4112"G6"G1.24'20.12'16.16'42.13'23.43'26.47'12.96'35.86'1.74'29.45'29.46' 0.65' 3. 5 5 '3.58'3.57''0.70'16.82'3.93'#150242 STORYFRAME RESIDENCEFRAME SHED12.29'18.30'12.26'18.26'COVERED PORCHCONC. PATIOCONC.PATIOCONC. DRIVEBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTGRAVELSBM #2SBM #1BUSHES#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 141.80'2.14'EEG G# 1141INLETRIM=610.87IE 6"DIP SW=607.92IE 12"RCP E=607.92# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1047INLETRIM=611.16IE 10"DIP NE=608.76# 1232STORM MHRIM=610.87IE 15"DIP N,E=607.60# 1302WVVRIM=612.82T/P 8"DIP=607.22# 1279STORM MHRIM=612.53IE 15"RCP N,S=607.73# 1375INLETRIM=609.67IE 12"RCP SW=603.22# 1359INLETRIM=608.88(BOLTED SHUT)# 1388INLETRIM=609.69IE 12"RCP NE,SW=602.74# 1316INLETRIM=608.47IE 6"CPP NW,SW=604.52IE 12"CPP E=604.52# 1316INLETRIM=608.65IE 12"CPP W,S,N=604.40# 1432INLETRIM=608.45IE 6"CPP NW,SW=604.75IE 12"CPP E=604.75# 1431INLETRIM=608.47IE 12"CPP W,S,N=604.67EXISTING STORMTRAP UNDERGROUNDDETENTIONBOTTOM OF TOP SLAB = 605.50SYSTEM INVERT = 599.83PROVIDED DETENTION = 0.49 AC-FTSTORMTRAP ACCESS MANHOLESLIGHT POLE ANDFOUNDATION TOBE RELOCATEDSAWCUT LINE (TYP.) INLET TO REMAIN & BEPROTECTED.6" SW PIPE OPENING TOBE CAPPED.LIGHT POLE TO REMAIN &BE PROTECTEDTREE TO BEREMOVED(TYP.)TRANSFORMERPADS TO REMAIN& BE PROTECTEDEXISTING PLAYHOUSETO BE RELOCATED.COORDINATE W/OWNER FOR DETAILS.REMOVE/RELOCATEPEDESTAL. (TO BECOORDINATED W/ PR.UTILITY COMPANY).UTILITIES TO REMAINAND BE PROTECTED.INLET TOREMAIN AND BEPROTECTEDCLOSED LID INLETTO BE REPLACEDWITH OPEN LIDWALKWAY TO BEREMOVEDFENCE TO BEREMOVEDCURB TO BEREMOVEDADA SIGNS TO BERELOCATEDCURB AND GUTTERTO BE REMOVED(TYP.)DRAWING NO.C2.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C2.0 Demo 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS DEMOLITION PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALEDEMOLITION LEGENDASPHALT PAVEMENT REMOVAL(FULL DEPTH)CONCRETE PAVEMENT OR SIDEWALKREMOVAL (FULL-DEPTH)CONC. CURB/GUTTER OR UTILITY LINETO BE REMOVEDUTILITY TO BE ABANDONEDSTRUCTURE/TREE TO BE REMOVEDGRAVEL TO BE REMOVEDDEMOLITION PLAN1. THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THE CONSTRUCTION DOCUMENTS. SPECIFICDEMOLITION PROCESSES OR PROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARE THERESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OFTHE FOLLOWING ITEMS:·SIDEWALK AND ON-SITE PAVEMENT·BUILDINGS, FOUNDATIONS, AND SUPPORTING WALLS AND SLABS·UTILITIES·CONSTRUCTION DEBRIS2. ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BE SAWCUT FULL DEPTH ATTHE EDGES PRIOR TO REMOVAL TO OBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.3. CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOTECHNICAL ENGINEER FOR THE MATERIALTYPE AND USE IF CONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL.4. STRUCTURES TO BE DEMOLISHED SHALL BE VACATED AND DISCONTINUED FROM USE PRIOR TO START OF WORK.OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. CONDITIONSEXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER IN SO FAR ASPRACTICABLE. HOWEVER, VARIATIONS WITHIN THE STRUCTURES MAY OCCUR BY OWNER'S REMOVAL AND SALVAGEOPERATIONS PRIOR TO START OF DEMOLITION WORK.5. ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED AS WORK PROGRESSES AND AS APPROVED BYTHE OWNER. SALVAGED ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE ORSALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.6. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH A MANNER TO ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS, PAVEMENTS AND UTILITIES TO REMAINFROM ANY DAMAGE AND SHALL BE RESPONSIBLE FOR REPAIRING THE SAME.8. EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEING DEMOLISHED, ARE TO BE KEPT IN SERVICEAND PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGE FORSHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR TURNINGOFF, DISCONNECTING, AND SEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.9. EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDS AND FILLED WITH FA-1 OR APPROVEDEQUAL. ALL UNDERGROUND UTILITIES TO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITHENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER, TO 95% OFMODIFIED PROCTOR DENSITY.10. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS) SHALL BE REMOVED AND RELOCATED PERTHE UTILITY OWNER AND THE LOCAL MUNICIPALITY'S REQUIREMENTS.11. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND AND OVERHEAD UTILITIES DURINGCONSTRUCTION. UTILITY PROTECTION SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THEGOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BE REPLACED IMMEDIATELY. ALL EXISTINGSTRUCTURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGEDSTRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COST SHALL BE CONSIDERED INCIDENTAL TOTHE CONTRACT.12. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BE COMPLETED AS GENERALLY DEPICTEDON THESE PLANS. CONTRACTOR TO COORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALLMINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNER TO MAINTAIN AN ACCEPTABLE LEVEL OFSERVICE.13. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO MINIMIZE DUST AND DIRTFROM RISING AND SCATTERING IN THE AIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TOENVIRONMENTAL PROTECTION.14. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.15. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION TO THE FINAL LINES ANDGRADES SHOWN ON THE CONTRACT DOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE(CA-6) OR APPROVED EQUAL.16. SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREE PROTECTION, PRESERVATION, AND REMOVAL.17. EXISTING MONITORING WELLS ARE TO BE REMOVED AS NECESSARY AND SEALED BY STATE LICENSED WELL DRILLERPER ILLINOIS DEPARTMENT OF PUBLIC HEALTH REQUIREMENTS AND/OR LOCAL/COUNTY REQUIREMENTS. COOKCOUNTY ONLY: CONTRACTOR TO COORDINATE WITH THE COOK COUNTY HEALTH DEPARTMENT (708-492-2000) FORDIRECTION AND REQUIRED SEALING REPORT DOCUMENTATION.18. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUND STORAGE TANKS. SHOULD UNDERGROUNDSTORAGE TANKS BE ENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TO DETERMINERESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION OR REMOVAL WORK AS NECESSARY. ANY REMOVAL OFUNDERGROUND STORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATE STANDARDS.BUILDING TO BE REMOVEDSAWCUT LINE 101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 143 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSE12.2'6.4'18.5'26.5'36'24'18'9'TYP.172914882525.5'9'TYP.291R3'R19.5'R15'R15'R3'R3'R3'20'6'6'5'6'6'R3'TRASH ENCLOSURE(BY OTHERS)4'HARDSCAPE (BY OTHERS)PERMEABLE PAVER AREA(SEE LANDSCAPE PLANS)ADA STRIPING TOBE PAINTEDYELLOW (TYP.)5'11'9'25'4" WHITE STRIPE (TYP.)REVERSE PITCHCURB AND GUTTERDEPRESSED CURBAND GUTTERRELOCATE ADAPARKING SIGNS (TYP.)B6.12 CURB AND GUTTER (TYP)57.5'DRAWING NO.C3.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C3.0 Lay19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS LAYOUT PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED WHITE UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.STANDARD STALLS = 61ACCESSIBLE STALLS = 4TOTAL PARKING PROVIDED = 65EXISTING STALLS PARKING SUMMARY9'9'HEAVY DUTY CONCRETE PAVEMENTREGULAR HMA PAVEMENTHEAVY DUTY HMA PAVEMENT1.5" HMA SURFACE COURSE, MIX D N502.5 HMA BINDER COURSE, IL90, N5010" AGGREGATE BASE COURSE - CA68" P.C. CONCRETE PAVEMENT WITH (6X6/W2.9=W2.9) W.W.F.4" AGGREGATE BASE COURSE - CA65" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE - CA6CONCRETE SIDEWALKPAVING LEGEND2" HMA SURFACE COURSE, MIX D N502.5 HMA BINDER COURSE, IL9-, N50PRIME COAT, MC-30 AT 0.30 GAL/SY12" AGGREGATE BASE COURSE - CA6STANDARD STALLS = 114ACCESSIBLE STALLS = 7TOTAL PARKING PROVIDED = 121PROPOSED STALLS NET PARKING COUNT = +56 612.3 6 1 2 . 3 0 6 1 2 . 0 6 6 1 1 . 6 3 6 1 1 . 8 5 6 1 1 . 7 8 6 1 1 . 4 5 6 1 1 . 8 8 612.07 6 1 1 . 5 9 6 1 2 . 1 2 6 1 2 . 1 2 6 1 1 . 6 1 6 1 1 . 6 9 6 1 1 . 7 9 6 1 2 . 1 1 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 6 1 1 . 8 2 6 1 1 . 8 1 6 1 1 . 2 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 6 1 2 . 1 4 6 1 2 . 6 9 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 6 4 6 1 1 . 4 5 6 1 1 . 4 0 6 1 1 . 5 2 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 8 1 6 1 1 . 8 3 6 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 3 2 6 1 1 . 2 6 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 2 7 6 1 1 . 1 5 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 0 . 9 2 6 1 1 . 5 2 6 1 0 . 9 6 6 1 1 . 4 8 6 1 1 . 6 1 6 1 2 . 0 6 1 1 . 7 6 1 1 . 9 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 0 6 1 2 . 4 1612.51FFE612.34FFE6 1 2 . 2 9 6 1 2 . 2 9 6 1 1 . 9 6 1 2 . 0 6 1 1 . 7 611.1 6 1 1 . 4 6 1 1 . 3 6 1 0 . 9 6 1 0 . 6 6 1 1 . 2 6 1 2 . 4 4 6 1 2 . 4 1 6 1 2 . 3 8 6 1 2 . 5 2 6 1 2 . 4 6 6 1 2 . 4 4 6 1 2 . 3 6 6 1 3 . 0 6 6 1 3 . 0 9 6 1 2 . 9 0 6 1 2 . 6 6 6 1 2 . 5 8 6 1 2 . 5 0 6 1 2 . 5 6 6 1 2 . 7 1 6 1 1 . 7 9 6 1 1 . 7 2 6 1 1 . 2 1 6 1 1 . 7 8 6 1 1 . 6 8 6 1 1 . 2 3 6 1 1 . 6 8 6 1 1 . 9 4 6 1 1 . 5 3 6 1 1 . 8 9 6 1 1 . 5 1 6 1 2 . 9 2 6 1 2 . 9 0 6 1 2 . 7 1 6 1 2 . 5 9 6 1 2 . 4 9 6 1 2 . 6 7 6 1 2 . 7 1 6 1 2 . 1 0 6 1 1 . 6 4 6 1 1 . 8 1 6 1 1 . 9 5 6 1 2 . 5 1 6 1 2 . 7 1 6 1 2 . 3 0 6 1 3 . 0 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 1 6 1 2 . 8 1 6 1 1 . 8 8 6 1 1 . 7 9 6 1 2 . 0 2 6 1 2 . 1 9 6 1 2 . 1 0 6 1 2 . 4 5 6 1 2 . 4 0 6 1 2 . 0 2 6 1 2 . 0 4 6 1 2 . 1 0 6 1 2 . 6 6 6 1 2 . 8 2 6 1 2 . 2 6 6 1 2 . 6 0 6 1 3 . 0 6 6 1 2 . 6 5 6 1 2 . 6 2 6 1 2 . 7 5 6 1 2 . 6 6 610.5611.2609.53608.99608.86 609.05609.55 610.0 609.9609.46609.13609.46609.58609.64609.52 608.95609.02608.62608.56608.93608.91 608.63 608.82 608.93609.06609.53609.04 609.26 609.22609.13609.15 609.12609.20609.21 609.22 609.26609.35608.87 6 1 1 . 7 6 6 1 2 . 0 6 6 1 1 . 6 7 6 1 0 . 9 6 6 1 1 . 3 0 6 1 1 . 1 0 610.17 609.79609.64609.67610.34610.02609.5 609.48609.5 609.45 609.36 609.46608.96608.80609.74611.6612.02612.20612.35FFE612.34611.92 611.99 611.76611.72611.5611.6612.32611.5 611.3 611.2 610.85610.81609.54609.53608.48 608.72608.58 608.83609.53610.08610.26609.82609.87610.43 609.88609.91610.38609.99610.22610.41610.74 609.64 609.09609.51610.12610.63 610.67610.26610.35609.87609.94610.16610.40610.97610.47 610.84611.52610.77611.03 6 1 1 . 5 1 6 1 1 . 5 6 6 1 2 . 4 0 6 1 2 . 4 8 6 3 9 . 9 2 6 2 6 . 9 3 6 1 2 . 2 6 1 2 . 1 6 1 1 . 7 6 1 1 . 8 6 1 1 . 9 6 612.44FFE6 1 2 . 2 0 6 1 2 . 2 1 6 1 2 . 2 1 6 1 2 . 1 4 6 1 2 . 1 3 6 1 3 . 5 5 6 1 3 . 5 7 6 1 3 . 5 1 6 1 2 . 2 7 6 1 2 . 2 8 6 1 2 . 3 5 6 1 3 . 3 1 6 1 2 . 4 0 612.44FFE6 1 2 . 3 8 612.176 1 2 . 5 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6 6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2612.426 1 3 . 5 4 6 1 3 . 5 8 6 1 3 . 0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.186 1 2 . 1 6 1 2 . 5 3 6 1 2 . 2 T/WT/W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W 609 610 6116 1 1 610610609609611611611 612 6126 1 2 612612612 612 612 612 612612 613611612 101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 143 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEG# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1302WVVRIM=612.82T/P 8"DIP=607.22608.77± M.E.608.95± M.E.609.22± M.E.609.26± M.E.609.74611.33611.15611.20611.45611.20611.15611.06612.05611.24611.20611.02611.09± M.E.611.27± M.E.611.30± M.E.612.00± M.E.T/C 611.58T/C 611.21± M.E.611.60± M.E.611.50± M.E.T/C 611.45611.58611.16611.37611.13611.21609.95609.65608.90± M.E.R 608.65611.05610.80611.24611.54R 610.80R 609.10R 610.80610.95610.95609.70609.25610.00609.50610.80610.18609.93609.30609.50609.80609.65610.00FF 612.15609.67 ± M.E.610.97 ± M.E.612.16 ± M.E.T/W 611.52 ± M.E.T/W 612.32 ± M.E.T/W 612.53 ± M.E.T/W 612.50 ± M.E.612.16 ± M.E.612.28 ± M.E.R 610.50R 611.05R 611.71R 611.526 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 3 2 6 1 1 . 2 6 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 2 7 6 1 1 . 1 5 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 0 . 9 2 6 1 0 . 9 6 6 1 1 . 4 8 6 1 1 . 6 1612 611611.20611.30± M.E.611.16611.37611.05611.00612.15611.00DRAWING NO.C4.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 Grad 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS GRADING PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALENOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS ANDRIM ELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHEDGRADE UNLESS OTHERWISE NOTED.SUBTRACT TOPSOIL THICKNESS OR PAVEMENTSECTION TO ESTABLISH SUBGRADEELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THATTHE ILLINOIS ACCESSIBILITY CODE REQUIRESA MAXIMUM CONSTRUCTED CROSS SLOPE OF2.00% AND LONGITUDINAL SLOPE OF 5.00%.RAMP DETAILSCALE:1" = 10' 612.3 6 1 1 . 4 5 6 1 1 . 8 8 612.07 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 6 1 1 . 8 2 6 1 1 . 8 1 6 1 1 . 2 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6 614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 6 1 2 . 1 4 6 1 2 . 6 9 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 0 6 1 2 . 4 1612.51FFE612.34FFE6 1 2 . 2 9 6 1 2 . 2 9 6 1 1 . 9 6 1 2 . 0 611.2609.53608.99611.6612.02612.20612.35FFE612.34611.92 611.99 611.76 611.72611.5611.6612.32611.5 611.3 611.2 610.85 610.81609.54609.53609.09609.51610.12610.63 610.67610.26610.97610.47 610.84611.52610.77611.56 6 1 2 . 4 0 6 3 9 . 9 2 6 2 6 . 9 3 612.2612.1611.7 6 1 1 . 8 611.9 6 612.44FFE6 1 2 . 2 0 6 1 2 . 2 1 6 1 2 . 2 1 6 1 2 . 1 4 6 1 2 . 1 3 6 1 3 . 5 5 6 1 3 . 5 7 6 1 3 . 5 1 6 1 2 . 2 7 6 1 2 . 2 8 6 1 2 . 3 5 6 1 3 . 3 1 6 1 2 . 4 0 612.44FFE6 1 2 . 3 8 612.176 1 2 . 5 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6 6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2 612.426 1 3 . 5 4 6 1 3 . 5 8 6 1 3 . 0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.186 1 2 . 1 6 1 2 . 5 3 6 1 2 . 2 T/WT/W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W T /W 610 609611611612 6 1 2 612 613612 1005SMGG#150281 STORYBRICK BUILDINGLOT 163 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEG612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.156 1 2 . 1 5 612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15611.50611.55611.55611.35611.28610.15609.85T/W 611.52 ± M.E.T/W 612.32 ± M.E.T/W 612.53 ± M.E.T/W 612.50 ± M.E.612.16 ± M.E.612.28 ± M.E.R 612.00R 612.00611.90611.80611.80612.10612.10612.00612.00612.00612.00611.95612.00612.10612.20611.80611.80611.80612.10612.15612.05612.05612.15612.00611.95612.00612.10612.20611.80611.80612.00612.10612.00612.10612.10612.10612.00612.10612.00612.00611.80612.10612.10612.00612.15612.20612.05612.05612.15612.10612.1561 2 . 0 5 61 1 . 9 5 612.10612.20612.10612.15612.15612.20612.20612.15612.20612.10612.20612.20612.20612.10612.15612.20612.10612.15612.10612.15612.15612.05612.05612.0561 2 . 0 2 612.00611.9061 1 . 4 5 61 1 . 3 8 611. 8 0 611.70611.65611.69611.60611.55611.40611.19611.10611.05NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS ANDRIM ELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHEDGRADE UNLESS OTHERWISE NOTED.SUBTRACT TOPSOIL THICKNESS OR PAVEMENTSECTION TO ESTABLISH SUBGRADEELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THATTHE ILLINOIS ACCESSIBILITY CODE REQUIRESA MAXIMUM CONSTRUCTED CROSS SLOPE OF2.00% AND LONGITUDINAL SLOPE OF 5.00%.DRAWING NO.C4.1N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 Grad 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS DETAIL GRADING PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALE 612.3 6 1 2 . 3 0 6 1 2 . 0 6 6 1 1 . 8 5 6 1 1 . 7 8 6 1 1 . 8 8 612.07 6 1 2 . 1 2 6 1 2 . 1 2 6 1 1 . 6 9 6 1 1 . 7 9 6 1 2 . 1 1 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 6 1 1 . 8 2 6 1 1 . 8 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 6 1 2 . 1 4 6 1 2 . 6 9 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 6 4 6 1 1 . 4 5 6 1 1 . 5 2 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 8 1 6 1 1 . 8 3 6 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 1 . 5 2 6 1 1 . 4 8 6 1 1 . 6 1 6 1 2 . 0 6 1 1 . 7 6 1 1 . 9 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 0 6 1 2 . 4 1612.51FFE612.34FFE612.29612.29 611.9 6 1 2 . 0 6 1 1 . 7 611.1 611.4 611.3 610.9 610.6 6 1 1 . 2 6 1 2 . 4 4 6 1 2 . 4 1 6 1 2 . 3 8 6 1 2 . 5 2 6 1 2 . 4 6 6 1 2 . 4 4 6 1 2 . 3 6 6 1 3 . 0 6 6 1 3 . 0 9 6 1 2 . 9 0 6 1 2 . 6 6 6 1 2 . 5 8 6 1 2 . 5 0 6 1 2 . 5 6 6 1 2 . 7 1 6 1 1 . 7 9 6 1 1 . 7 2 6 1 1 . 7 8 6 1 1 . 6 8 6 1 1 . 6 8 6 1 1 . 9 4 6 1 1 . 8 9 6 1 2 . 9 2 6 1 2 . 9 0 6 1 2 . 7 1 6 1 2 . 5 9 6 1 2 . 4 9 6 1 2 . 6 7 6 1 2 . 1 0 6 1 1 . 8 1 6 1 1 . 9 5 6 1 2 . 5 1 6 1 2 . 7 1 6 1 2 . 3 0 6 1 3 . 0 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 1 6 1 2 . 8 1 6 1 1 . 8 8 6 1 2 . 4 5 6 1 2 . 4 0 6 1 2 . 0 4 6 1 2 . 1 0 6 1 2 . 6 6 6 1 2 . 8 2 6 1 2 . 2 6 6 1 2 . 6 0 6 1 3 . 0 6 6 1 2 . 6 5 6 1 2 . 6 2 6 1 2 . 7 5 6 1 2 . 6 6 610.5611.2609.53 609.55 610.0 609.9609.46609.46609.58609.64609.52 609.02609.06609.53 609.26 609.22609.13609.15 609.5 609.48609.5611.6612.02612.20612.35FFE612.34611.92 611.99 611.76611.72611.5611.6612.32611.5 611.3 611.2 610.85610.81609.54609.53610.08610.26610.43 609.88609.91610.38 609.51610.63 610.67610.26610.35610.40610.97 610.84611.52 6 1 2 . 4 8 6 3 9 . 9 2 626.93612.2612.1611.7611.8 611.96612.44FFE612.20 6 1 2 . 2 1 612.21612.14612.13 613.55613.57 613.51612.27 612.28612.35613.31 612.40 612.44FFE612.38 612.176 1 2 . 5 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6 6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2612.426 1 3 . 5 4 6 1 3 . 5 8 613.0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.186 1 2 . 1 6 1 2 . 5 3 6 1 2 . 2 T/WT/W T /W T/W T /W T /W T /W T /W T /W T /W T /W T/WT/W T /W T /W T/W T /W T /W T /W 609 610611611610610609609611611611612612612 612612612 612 612 612 612612 613611612 608.77± M.E.608.95± M.E.609.22± M.E.609.26± M.E.609.74611.33611.15611.20611.45611.20611.15611.06612.05611.24611.20611.02611.09± M.E.611.27± M.E.611.30± M.E.612.00± M.E.T/C 611.58T/C 611.21± M.E.611.60± M.E.611.50± M.E.T/C 611.45612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15 612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15R 612.00611.50611.55611.55611.58611.16611.37611.13611.21611.35611.28610.15609.95609.85609.65608.90± M.E.R 608.65611.05610.80611.24611.54R 610.80R 609.10R 610.80610.95610.95609.70609.25610.00609.50610.80610.18609.93609.30609.50609.80609.65610.00FF 612.15609.67 ± M.E.610.97 ± M.E.612.16 ± M.E.T/W 611.52 ± M.E.T/W 612.32 ± M.E.T/W 612.53 ± M.E.T/W 612.50 ± M.E.612.16 ± M.E.612.28 ± M.E.R 612.00R 612.00R 611.90611.90R 611.95R 610.50611.80611.80612.10612.10612.00612.00612.00612.00611.95612.00612.10612.20611.80611.80611.80612.10612.15612.05612.05612.15612.00611.95612.00612.10612.20611.80611.80612.00612.10612.00612.10612.10612.10612.00612.10612.00612.00611.80612.10612.10612.00612.15612.20612.05612.05612.15612.10612.15612. 0 5 611.95 612.10612.20612.10612.15612.15612.20612.20612.15612.20612.10612.20612.20612.20612.10612.15612.20612.10612.15612.10612.15612.15612.05612.05612.05612.02612.00611.90611.45611.38611.80611.70611.65611.69611.60611.55611.40611.19611.10611.05R 611.05611.05611.00612.15611.00R 611.71R 611.523 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEG# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1302WVVRIM=612.82T/P 8"DIP=607.220+000+47INLET FILTER BASKET (TYP.)SILT FENCE101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 14DRAWING NO.C4.2N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C4.2 Ero 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS EROSION CONTROL PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALEEROSION CONTROL PLAN1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE PRIOR TOCOMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TO COMMENCEMENT OF ANYEARTHWORK. CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWN AND INSTALLADDITIONAL SILT FENCE WHEREVER NECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALL OPEN LID STRUCTURES.SEE INLET PROTECTION DETAIL THIS SHEET.4. ALL SEDIMENT AND EROSION CONTROL MEASURES IN AND AROUND THEPROPOSED IMPROVEMENTS ARE TO REMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THE PROPOSEDIMPROVEMENTS ARE COMPLETED AND THE SITE ADEQUATELY STABILIZED.SILT FENCEINLET FILTER BASKETSFEROSION CONTROL LEGENDSTABILIZED CONSTRUCTION ENTRANCEAASIDE ELEVATIONBBPLAN VIEWNOTES:1. Filter fabric shall meet the requirements of material specification592GEOTEXTILE, Table I or 2, Class, I II or IV and shall be placed over thecleared area prior to the placing of rock.2. Rock or reclaimed concrete shall meet one of the following IDOT coarseaggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according toconstruction specification 25 ROCKFILL using placement Method 1 and ClassIII compaction.3. Any drainage facilities required because of washing shall be constructedaccording to manufacturers specifications.4. If wash racks are used they shall be installed according to the manufacturer'sspecifications.Filter FabricExisting GroundExistingPavement*Must Extend Full WidthOf Ingress And EgressOperation.Coarse AggregatePositive Drainage To SedimentTrapping Device.Wash Rack(Optional)6"STABILIZED CONSTRUCTION ENTRANCE PLANExisting Ground10'10'10'ExistingPavementL =L =14' PR. UNDERGROUND PIPE STORAGEVOLUME PROVIDED = 0.207 AC-FT6 1 1 . 5 2 6 1 1 . 9 5 610.25 EG# 1141INLETRIM=610.87IE 6"DIP SW=607.92IE 12"RCP E=607.92# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1047INLETRIM=611.16IE 10"DIP NE=608.76# 1232STORM MHRIM=610.87IE 15"DIP N,E=607.60# 1302WVVRIM=612.82T/P 8"DIP=607.22# 1279STORM MHRIM=612.53IE 15"RCP N,S=607.73# 1375INLETRIM=609.67IE 12"RCP SW=603.22# 1359INLETRIM=608.88(BOLTED SHUT)# 1388INLETRIM=609.69IE 12"RCP NE,SW=602.74# 1316INLETRIM=608.47IE 6"CPP NW,SW=604.52IE 12"CPP E=604.52# 1316INLETRIM=608.65IE 12"CPP W,S,N=604.40# 1432INLETRIM=608.45IE 6"CPP NW,SW=604.75IE 12"CPP E=604.75# 1431INLETRIM=608.47IE 12"CPP W,S,N=604.67EXISTING STORMTRAP UNDERGROUNDDETENTIONBOTTOM OF TOP SLAB = 605.50SYSTEM INVERT = 599.83PROVIDED DETENTION = 0.49 AC-FTSTORMTRAP ACCESS MANHOLES101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 14SMH 1VV 13 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSE6" PRESSURECONNECTIONTO EX. 8" WM6" DIP WATER SERVICE6" SANITARY SERVICEPR. IE = 606.10ST 1-11ST 1-10ST 1-9ST 1-8ST 1-6ST 1-7ST 1-3ST 1-2ST 1-4ST 1-5ST 1-1CO 154 LF - 15" RCP@ 0.14%10 LF - 12" RCP@ 0.00%53 LF - 8" HDPE@ 1.08%12 LF - 8" HDPE@ 1.00%31 LF - 12" RCP@ 0.61%52 LF - 8" HDPE@ 1.00%26 LF - 8" HDPE@ 1.00%12 LF - 8" PHDPE UNDERDRAIN@ 1.00%52 LF - 8" HDPE@ 0.91%34 LF - 8" PHDPE UNDERDRAIN@ 1.00%28 LF - 8" HDPE@ 0.90%29 LF - 8" HDPE@ 0.90%31 LF - 8" HDPE@ 0.90%CO 2ST 1-1225 LF - 8" HDPE@ 1.00%612.6 611.60+000+4732 LF - PR. 6" PVC@ 1.00%SMH 14' SANITARY DROP MHRIM: 611.718" PR. IE: 605.78 (W)12" EX. IE: 602.74 ± (N,S)6" SAN. STUBPR. IE = 606.10EX. 12" SANAPPROX. IE = 602.74STORM STRUCTURE TABLESTRUCTURECO 1CO2ST 1-1ST 1-2ST 1-3ST 1-4ST 1-5ST 1-6ST 1-7ST 1-8ST 1-9ST 1-10ST 1-11ST 1-12DESCRIPTION8" UNDERDRAIN CLEANOUT8" UNDERDRAIN CLEANOUTEX 4' MH (REPLACE W/OL)2' Inlet4' RESTRICTOR MH STRUCTURE2' Inlet4' MH (Open) ACCESS RISER2' Inlet10" NYLOPLAST DRAIN BASIN W/ STD. 10" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE4' MH (Open)RIMRIM: 611.80RIM: 611.80RIM: 608.65RIM: 609.10RIM: 610.50RIM: 610.80RIM: 610.80RIM: 611.90RIM: 611.90RIM: 611.95RIM: 612.00RIM: 612.00RIM: 612.00RIM: 611.05INVERT IN609.96 (8" S)604.40 (15" E)604.50 (12" E)607.72 (6" W)607.99 (6" S)609.84 (8" SW)608.47 (6" E)608.73 (8" E)609.00 (8" E)INVERT OUT610.30 (8" N)609.96 (8" NE)606.38 (8" S)604.50 (15" W)607.98 (8" S)607.72 (8" N)607.99 (6" E)608.47 (6" N)608.73 (6" W)609.00 (8" W)609.28 (8" W)608.18 (8" S)WATER STRUCTURE TABLESTRUCTURE NAMEVV 1STRUCTURE DESCRIPTION6" PRESSURE CONNECTION IN 5' DIA. VAULTFINISHED GRADEFG=611.52DRAWING NO.C5.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C5.0 Utl 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS UTILITY PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALENOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OFALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS ORBEGINNING UTILITY WORK. CONTRACTOR TO NOTIFY ENGINEEROF ANY DISCREPANCIES IMMEDIATELY.2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORMSTRUCTURES IN PAVEMENT SHALL BE NEENAH R-2504 PER DETAILWITH TYPE D LID OR APPROVED EQUAL, ALL FRAME AND GRATESSHALL CONFORM TO LOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURES LOCATED WITHINAN ACCESSIBLE ROUTE SHALL BE “NEENAH R-1772 WITH TYPE CLID (OR EQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1”DIAMETER LIFT HOLE INSTEAD OF A STANDARD PICK HOLE.”3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATIONPURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEEPLANS BY V3 COMPANIES FOR SITE LIGHTING INFORMATION.4. SEE SUPPORTIUNG DOCUMENTS FOR PRELIMINARYUNDERGROUND DETENTION SYSTEM DRAWINGS.5. SEE PERMEABLE PAVER DETAIL ON SHEET C6.0 FOR UNDERDRAININSTALLATION DEPTH AND CONFIGURATIONGRAPHIC SCALE DRAWING NO.C6.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C6.0 Det 19551.dwg3/6/2020DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:19551 03-10-20 GT BD RW PLAINFIELD ILLINOIS CONSTRUCITON DETAILS PLAINFIELD HOTEL DESCRIPTIONDATENO.7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com 10"2"6"DRAINAGE VOIDSURFACE WATER FLOW1% (MIN)UNILOCK ECO-PROMENADE PAVERNOTES:1. COMPACTION OF SOILS UNDERLYING THE PERMEABLE PAVEMENT SYSTEM MUST BEAVOIDED DURING CONSTRUCTION.2. MAINTAIN MINIMUM SUBGRADE SLOPE OF 1.0%, OTHERWISE MATCH SURFACE SLOPE.GEOTEXTILE AROUNDENTIRE PERIMETEROF AGGREGATE BASE.NON-PERMEABLE PAVERS(SEE LANDSCAPE PLANSFOR PAVER AND SECTIONDETAILS)2" CRUSHED COMPACTEDGRAVEL (CA-16)10" CRUSHED COMPACTEDGRAVEL (CA-7)8" PERFORATED HDPEPIPE W/FILTERFABRIC SOCKPERMEABLE PAVER DETAILSURFACESLOPESIDEWALKVAN ACCESSIBLE HANDICAPPED PARKING SIGNTYPICAL HYDRANT INSTALLATIONWATERMAIN TRENCHSTORM SEWER TRENCHVALVE BOX INSTALLATIONTHRUST BLOCK INSTALLATIONSMANHOLE FRAME AND OPEN LIDINLET - TYPE AGEOTEXTILEAROUND ENTIREPERIMETER OFAGGREGATEBASE1% (MIN)CURB RAMPS FOR SIDEWALKS6" DRAWING NO.C6.1N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C6.0 Det 19551.dwg3/6/2020DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:19551 03-10-20 GT BD RW PLAINFIELD ILLINOIS CONSTRUCTION DETAILS PLAINFIELD HOTEL DESCRIPTIONDATENO.7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com INLET - TYPE BSANITARY SEWER TRENCHSANITARY MANHOLE TYPE ASANITARY MANHOLE FRAME AND LIDACCESSIBLE PARKING STALL ACCESSIBLE PARKING SIGN WITH $250FINE SIGN MOUNTED FIVE FEET (5')FROM FINISHED GRADE TO BOTTOM OFSIGN. SIGN TO BE PLACED A MAXIMUMOF 6' BEHIND BACK OF CURB, OR ATEDGE OF PAVEMENT AS ALTERNATE.4" PAINTEDYELLOWSTRIPE @ 3'-0"CTRSYELLOW SYMBOLCENTERED IN STALL4" YELLOWPAINTEDEDGE LINE8'8'18'2'BDA & CA & C(PLAN VIEW)EXIST. C & GA SAW CUT EXISTING PAVEMENTB REMOVE EXISTING CURB AND GUTTERC ADD EXPANSION JOINT AND DOWEL BARD CONSTRUCT NEW CURB TO MATCH EXISTING ELEVATIONS.CURB AND GUTTER REMOVAL AND REPLACEMENTFULL DEPTH PATCHA SAW CUT TO A DEPTH OF 3" OR GREATERREMOVE EXISTING PAVEMENT AND REPLACE WITH;B 1.5" BITUMINOUS SURFACE COURSEC 4.5" BITUMINOUS BINDER COURSECBAAEXISTINGPAVEMENT(PROFILE VIEW)PROPOSED WATERMAINPLUMB LINE TO OPERATE NUTMUST NOT BE CLOSER THAN 6"FROM EDGE OF FRAMENOTES:1. CONCRETE TO BE MINIMUM 4500 PSI AT 28DAYS.2. VAULTS TO BE MANUFACTURED WITHWELDED WIRE STEEL FABRICCONFORMING TO ASTM A-185.3. VAULTS TO BE MANUFACTURED TOCOMPLY WITH ASTM DESIGNATION C-478AND IDOT STANDARDS.4. PRECAST SECTIONS TO BE JOINED WITHTONGUE AND GROOVE JOINTS SEALEDWITH RUBBER GASKET O-RINGS PER ASTMC443.5. SEE PLANS FOR FRAME AND GRATEINFORMATION.6. CAST IRON STEPS TO BE PROVIDED AT 16"C-C WHEN REQUIRED.FINISHED GRADERIM ELEVATION ON PLANS6" CA-6 AGGREGATE BASEUNDISTURED EARTHPRESSURE CONNECTIONCONCRETE SUPPORTSTAPPING SLEEVEEXISTING WATERMAINCONCRETE SUPPORTSMASONRY THRUSTBLOCK FOR FULLWIDTH OF SLEEVETAPPINGVALVECONTINUOUS LAYER OFNON-HARDENING,PREFORMED, BITUMINOUS,MASTIC MATERIAL (RAM-NEKOR APPROVED EQUAL)6"2'-0"6"5'-0"5' 6" MIN.xxxxxxxxxxxxxxxLONGITUDINAL CENTER JOINTTRANSVERSE CONTRACTION JOINTCONCRETE PAVEMENT JOINTS1/8" WIDE SAWEDJOINT FILLEDW/JOINT FILLERNo.5 TIE BAR 30"LONG AT 30" C/CWELDED WIRE FABRIC6 x 6W2.9-W2.91/8" WIDE SAWED JOINTFILLED W/JOINT FILLERWELDED WIRE FABRIC6 x 6W2.9-W2.9SMOOTH DOWEL GREASE FULLLENGTH 1 1/4"x18", 30" C/C2"TIE BAR SUPPORTCOMPACTED SUBGRADEAGGREGATE BASE COURSE (CA-6)COMPACTED SUBGRADEAGGREGATE BASE COURSE (CA-6)DOWEL SUPPORT CAGE2"15"15"9"9"XXXXXXX6 x 6W2.9-W2.9EXPANSION JOINT1/2" PREMOLDED CORK EXPANSION JOINTFILLER. FILL TOP 1/2" W/JOINT SEALER (SEESPECS.) TOOL EDGE W 1/8" MAX. RADIUSWELDED WIRE FABRICCOMPACTED SUBGRADEAGGREGATE BASE COURSE (CA-6)EDGE OF BUILDING OR RETAINING WALL4"8" CONCRETE PAVEMENT 4"8"CONC. PVMT.2"3"4"8"CONC. PVMT.2"3"MINIMUM 55 HOLESSPACED 1" O.C.1"LENGTH AS SPECIFIEDAA 3.1/16"1.7/16"XX1.1/4"SECTION A-A18"4'-0"3'-6"3'-0"9"12"6" DIA. STEEL PIPEFILLED WITH CONC.GROUND SURFACEPOST MOUNTING2' BACK OF CURB$250 FINE SIGN(SEE DETAIL)ACCESSIBLE PARKINGSIGN (SEE DETAIL)SIGN POST DETAILNOTES:1. EXPANSION JOINTS AT 50' ON CENTER AND CONTRACTION JOINTS AT 25' ON CENTERS.2. CONCRETE SHALL BE CLASS "SI" WITH 6 BAG MIX.3. THE MINIMUM LONGITUDINAL CURB SLOPE SHALL BE 0.3%.BACKOF CURBFACEOF CURBEDGE OFPAVEMENT3500 P.S.I.CONCRETEB6.12 CURB AND GUTTERDEPRESSED CURB WHERE SHOWNON PLAN. FOR SPECIAL DEPRESSEDCURB AT ALL ACCESSIBLE RAMPSSEE CURB RAMP DETAIL.18" NO. 6 SMOOTHBARS W/EXPANSION CAPPLACED IN 1/2"PREMOLDEDJOINTS 0.5' O.C.3/4"PITCH4"8"6 3 4"5 14"6"7"6"1 12"6"1'-0"6"1'-7" DES PLAINES STREET3 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEX-1EX-1EX-1EX-1EX-1EX-1EX-2EX-2SL-2SL-1RL-1RL-1PROPERTY LINE (TYP.)0.10.2 0.3 0.4 0.6 0.7 1.0 1.2 1.4 1.7 1.7 1.40.1 0.2 0.3 0.5 0.6 0.8 1.1 1.4 1.7 2.0 2.0 1.70.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.5 0.7 1.0 1.2 1.5 1.8 2.1 2.1 1.80.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.5 0.8 1.0 1.4 1.6 1.8 2.0 2.2 1.70.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.6 0.8 1.1 1.4 1.7 1.8 1.9 1.7 1.80.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.9 1.2 1.4 1.7 2.0 1.7 1.7 1.70.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.8 1.1 1.4 1.7 1.8 2.1 2.0 1.70.1 0.1 0.1 0.1 0.0 0.00.1 0.2 0.4 0.5 0.7 1.0 1.4 1.5 1.9 2.2 2.1 1.80.2 0.2 0.2 0.1 0.1 0.10.1 0.2 0.4 0.5 0.7 1.0 1.2 1.5 1.9 2.2 2.1 1.9 1.3 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.3 0.2 0.20.1 0.2 0.3 0.5 0.7 0.8 1.1 1.4 1.6 2.0 2.1 1.7 1.6 1.2 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.6 0.6 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.5 0.3 0.20.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.4 1.6 1.5 1.7 1.6 1.6 1.2 1.0 0.9 0.9 0.8 0.7 0.6 0.7 0.8 1.0 1.2 1.3 1.2 1.2 1.1 0.9 0.6 0.4 0.30.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.1 1.3 1.5 1.6 1.6 1.6 1.3 1.1 1.0 0.9 0.7 0.7 0.8 0.9 1.1 1.3 1.6 1.7 1.5 1.2 1.0 0.6 0.4 0.30.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.7 1.0 1.1 1.4 1.5 1.7 1.8 1.8 1.5 1.1 0.9 0.8 0.7 0.8 0.8 1.0 1.2 1.5 1.7 1.5 1.2 0.9 0.6 0.4 0.30.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.2 1.4 1.5 1.7 1.8 1.6 1.2 0.9 0.7 0.6 0.6 0.6 0.8 1.0 1.1 1.2 1.1 1.0 0.8 0.5 0.3 0.20.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.7 1.4 1.2 0.9 0.7 0.6 0.6 0.6 0.5 0.5 0.6 0.7 0.6 0.4 0.2 0.2 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.4 1.6 1.7 1.8 1.5 1.2 1.0 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.7 0.5 0.3 0.2 0.1 0.10.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.6 0.8 1.3 1.6 1.8 2.1 2.0 1.7 1.3 1.1 1.0 0.9 1.1 1.2 1.2 1.1 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.10.6 0.4 0.3 0.2 0.3 0.5 0.7 0.7 0.6 0.6 0.8 1.4 1.7 1.8 1.9 1.8 1.5 1.3 1.1 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.2 1.0 0.6 0.5 0.3 0.2 0.11.7 1.6 1.6 1.6 1.6 1.7 1.8 1.6 1.5 1.3 1.3 1.9 2.1 2.0 1.8 1.6 1.3 1.1 1.0 1.0 1.0 1.3 1.5 1.9 2.1 1.9 1.4 1.0 0.7 0.5 0.3 0.1 0.12.2 2.1 1.9 1.9 1.9 2.2 2.3 2.1 1.7 1.5 1.5 2.1 2.2 2.1 1.7 1.5 1.1 0.9 0.9 0.8 0.9 1.2 1.4 1.7 1.9 1.6 1.2 0.9 0.6 0.4 0.2 0.1 0.01.8 1.9 1.8 1.9 1.9 1.9 1.9 1.8 1.6 1.5 1.7 2.3 2.5 2.0 1.6 1.2 0.8 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.7 1.4 1.0 0.6 0.3 0.2 0.1 0.1 0.01.7 1.8 1.9 1.9 2.0 1.9 1.9 1.7 1.7 1.6 1.8 2.5 2.6 1.9 1.5 1.1 0.7 0.5 0.6 0.7 0.8 1.1 1.4 1.8 1.9 1.6 1.2 0.9 0.6 0.4 0.2 0.1 0.01.6 1.8 2.0 2.1 2.0 1.9 1.9 1.8 1.7 1.7 1.9 2.5 2.4 1.9 1.4 0.9 0.5 0.4 0.5 0.6 0.8 1.1 1.3 1.6 1.8 1.6 1.3 1.0 0.6 0.4 0.3 0.1 0.11.6 1.6 1.8 1.9 1.7 1.6 1.7 1.7 1.6 1.6 1.8 2.2 2.1 1.7 1.3 0.9 0.5 0.3 0.4 0.5 0.7 0.9 1.2 1.3 1.3 1.3 1.1 0.9 0.6 0.4 0.3 0.1 0.11.6 1.6 1.7 1.6 1.5 1.4 1.6 1.7 1.7 1.6 1.7 2.0 1.8 1.5 1.2 0.9 0.5 0.3 0.3 0.4 0.6 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.5 0.4 0.2 0.1 0.11.9 2.0 1.8 1.5 1.4 1.4 1.5 1.7 2.1 2.0 1.8 1.7 1.5 1.2 0.9 0.7 0.4 0.3 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.11.5 1.6 1.4 1.3 1.2 1.1 1.3 1.4 1.5 1.5 1.4 1.4 1.2 0.9 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.00.5 0.6 0.4 0.2 0.1 0.1 0.2 0.3 0.5 0.6 0.4 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.2 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 0.9 1.0 1.1 1.2 1.2 1.1 1.2 1.1 1.0 0.9 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.4 1.5 1.5 1.4 1.4 1.4 1.5 1.4 1.3 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 0.9 1.2 1.5 1.7 1.8 1.7 1.6 1.6 1.6 1.7 1.7 1.6 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.1 1.5 1.8 1.8 1.6 1.5 1.5 1.6 1.8 1.9 1.8 1.3 1.0 0.7 0.4 0.3 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.9 1.0 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.0 0.8 0.5 0.4 0.2 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0PROPOSED PAVEMENTLIMIT (TYP.)PROPERTY LINE (TYP.)PROPOSEDHOTELDRAWING NO.P1.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\P1.0 Photo 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 MGS MGS RW PLAINFIELD ILLINOIS PHOTOMETRIC PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALETHE LIGHT POLE LOCATIONS ON THIS PLAN SHOW THE RECOMMENDED PLACEMENT. ADJUSTMENTSTO THESE LOCATIONS MAY BE REQUIRED TO ACCOMMODATE SITE CONDITIONS.PAVEMENT CALCULATION AREAS ARE TAKEN WITHIN THE LIMITS OF PROPOSED PAVEMENT ONPRIVATE PROPERTY SHOWN ON THIS PLAN.THE PHOTOMETRIC PLAN WAS PREPARED USING THE EXISTING, RELOCATED, AND PROPOSEDFIXTURES IN THE SCHEDULES ON THIS SHEET.NOTES:1.2.3.CALCULATED LIGHTING LEVELS (FOOT CANDLES)AVERAGEAVG/MINMAXMINMAX/MIN2.80.41.223.057.00PARKING LOTSITE LIGHTING FIXTURE SCHEDULEDESCRIPTIONQUANTITYLLFSYMBOL0.90CATALOG NO. & NOTESDSX1LED-40C-700-40K-T4M-MVOLT-MA-HS-DBLXDCOLOR4000KCONFIG.2 FIXTURES@ 180°MOUNTING1LITHONIA LIGHTING, D-SERIES SIZE 1 MAST ARMMOUNT LED AREA LIGHT WITH HOUSE-SIDE SHIELD,40 LEDs, 700 mA DRIVE CURRENT, TYPE 4 MEDIUMDISTRIBUTION, 22'-0" MOUNTING HEIGHTVALMONT ROUNDTAPERED ALUMINUM4' DOUBLE DAVIT ARMASSEMBLY, BLACK FINISH,0'-3" EXP. CONC. FOUND.SL-1SL-20.904000K1LITHONIA LIGHTING, D-SERIES SIZE 1 MAST ARMMOUNT LED AREA LIGHT WITH HOUSE-SIDE SHIELD,40 LEDs, 700 mA DRIVE CURRENT, TYPE 4 MEDIUMDISTRIBUTION, 24'-9" MOUNTING HEIGHTVALMONT ROUNDTAPERED ALUMINUM4' DOUBLE DAVIT ARMASSEMBLY, BLACK FINISH,3'-0" EXP. CONC. FOUND.DSX1LED-40C-700-40K-T4M-MVOLT-MA-HS-DBLXDRELOCATED SITE LIGHTING FIXTURE SCHEDULEDESCRIPTIONQUANTITYLLFSYMBOL0.90COLOR4000KCONFIG.1 FIXTUREMOUNTING2EXISTING LITHONIA LIGHTING, D-SERIES SIZE 1 MASTARM MOUNT LED AREA LIGHT WITH HOUSE-SIDESHIELD, 40 LEDs, 700 mA DRIVE CURRENT, TYPE 4MEDIUM DISTRIBUTION, 22'-0" MOUNTING HEIGHTEXISTING CUSTOMVALMONT ROUNDTAPERED ALUMINUM4' DAVIT ARM ASSEMBLY,0'-3" EXP. CONC. FOUND.RL-12 FIXTURES@ 180°RELOCATED SITE LIGHTING FIXTURE SCHEDULEDESCRIPTIONQUANTITYLLFSYMBOL0.90COLOR4000KCONFIG.1 FIXTUREMOUNTINGN/AEXISTING LITHONIA LIGHTING, D-SERIES SIZE 1 MASTARM MOUNT LED AREA LIGHT WITH HOUSE-SIDESHIELD, 40 LEDs, 700 mA DRIVE CURRENT, TYPE 4MEDIUM DISTRIBUTION, 22'-0" MOUNTING HEIGHTEXISTING CUSTOMVALMONT ROUNDTAPERED ALUMINUM4' DOUBLE DAVIT ARMASSEMBLYEX-1EX-22 FIXTURES@ 90°EXISTING SQUARE POLE0.904000KN/AEXISTING SHOE BOX FIXTURE*30'-0" MOUNTING HEIGHT*EXISTING FIXTURE EX-2 IS UNKNOWN. THE EX-1 FIXTURE WITH THE EX-2 CONFIGURATION WAS USED FOR THIS ANALYSIS. SPRINKLER ROOM ELECTRICAL ROOM ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 ST-1 STAIR 2 ST-2 010009 002 ST2A010002009RESTAURANT BREAKROOM 005 UNEXCAVATED ·5" CONCRETE SLAB W/ 6x6 #10 WIRE MESH ·4" COMPACTED CRUSHED STONE ·6 MIL POLY VAPOR BARRIER HALLWAY 003 008 008 ELEVATOR EQUIPMENT STORAGE SERVERROOM 011 FUTURE KITCHEN 011A011B STAIR 1 F.D. WOMEN'S 007 MEN'S 006 007006LAUNDRY/ UTILITY ROOM 004 W WDD 004005 001B 001A EJECTOR PIT (V.I.F.) SUMP PIT (V.I.F.) RIM OF SUMP PIT MIN. 2" A.F.F. DRAIN TILE CONNECTION TOPERIMETER, TYP. DRAIN TILE: 4" DIA. PIPE WITH A FILTER FABRIC COVER (SOCK), 3 4" CRUSHED STONE (NO FINES), 6" MIN. PIPECOVER. LOCATE 4" DIA. DRAIN TILE CONNECTION PIPE THROUGH BASE OF FOOTING WITHIN 5' OF EVERY CORNER AND EVERY 15' MAX. ALONG LENGTH OF WALL SEGMENT WITH MIN. 1 PER WALLSEGMENT.PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMPPERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMPPERIMETER DRAIN SLOPE 1 4" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 1 4" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 1 4" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMPPERIMETER DRAIN SLOPE 1 4" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMP001 CORRIDOR 012 CORRIDOR 013 ST1A1 A410 2 A410 3 A410 4 A410 UP TO 1ST FL UP TO 1ST FL 5 A800 6 A800 1 A800 1 A700 A710 1 A-100 BASEMENT PLAN SCALE: 1/4" = 1'-0" BASEMENT PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A100 1. SEE A-701 FOR DOOR SCHEDULE 2. SEE A-501 FOR EXTERIOR METAL STAIR INFO. 3. SEE A-135, A-136 & A-137 FOR WALL TYPES & DIMENSION PLANS. GENERAL NOTES KEYNOTES STORAGE ROOM MECH. ROOM LOUNGE LOBBY 101 103 102C 102 CONCIERGE 103 ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 J.C. 104 STAIR 1 ST-1 STAIR 2 ST-2 ALL GENDER R.R. 106OFFICE 107 HALLWAY 105 MEN'S 109WOMEN'S 108 (FUTURE RESTAURANT) 110 116 115 104106107110A ST2B 109108110K 116115A 102AEVENT ALLEY 116 110FST1C112 111A 105 ST2C110B 110C 110D 110E110G110H110I110J WOMEN'S 113 MEN'S 114 113 114 115BLOBBY 117 117102B102D FUTURE KITCHEN 111 111BHALLWAY 112 ST1BDN TO BSMT UP TO2ND FL EVENT SPACE DN TO BSMT UP TO 2ND FL 22 7 1 A410 2 A410 3 A410 4 A410 22 22 FEC-1 FEC-1FEC-11 A801 2 A801 2 A800 2 A700 4 A700 5 A700 3 A700 1 A400 1 A401 1 A402 1 A403 CHANNEL GLASS, BASIS OF DESIGN: BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'CROSSROADS BROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEM WITH OPERABLE LOUVERS, INTEGRAL GUTTERS AND LED LIGHTING, BASIS OF DESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER, CONCEALED HOSE CONNECTION ANDINTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, 'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETY POLE24 22 RECESSED FIRE EXTINGUISHER CABINET (FEC-1) STONE FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'VIVACE USA COBBLESTONE' COMPOSITE WOOD PANEL VENEER, BASIS-OF-OF DESIGN: PRODEMA, DARK BROWN EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE, BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN: RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"T BARN DOORS, TWO-PANEL, STAIN GLAZE FINISH, WEATHERED TEXTURE, PREASSEMBLED WITH DOOR HARDWARE, FRONT HANDLE, BACK HANDLE & 'HEAVY DUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAIL AND ATTACHED HANDRAIL WITH LED SPOT LIGHTING, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING WITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL , BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING: SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING: SOLDIER COURSE BRICK BETWEEN ROWLOCK BRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST AND INTAKE LOUVERS A-101 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A101 SUITE 2 BEDROOM SUITE 1 SITTING BUTLER'SPANTRY 201B 202B ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 STAIR 1 ST-1 STAIR 2 ST-2 210 HALLWAY 212 J.C. 211 HALLWAY 213 201A1201F 201A2202A 20 2 C 202D210211 207A 207D 206C 206D 206A 207C207E 208E 208A 208C208D 203A 204A 204D 204C203C203D 205A 205E205F2 QUEEN BEDS 355 S.F. 1 KING BEDROOM 331 S.F. 1 KING BED300 S.F. BRIDAL SUITE 598 S.F. 1 KING BED287 S.F. 1 KING BED278 S.F. BRIDAL SUITE545 S.F. 205H 206E ROOF BELOW SUITE 1ENTRY 201A SUITE 1KIT'ETTE 201C SUITE 1CLO 201D SUITE 1BATH 201F SUITE 1 BEDROOM 201E ST2DSUITE 2 ENTRY 202A SUITE 2 CLO 202D SUITE 2BATH 202C SUITE 3BEDROOM 203B SUITE 3BATH 203C SUITE 3ENTRY 203A SUITE 3CLO 203D SUITE 4ENTRY 204ASUITE 4CLO 204D SUITE 4BEDROOM 204B SUITE 4 BATH 204C SUITE 5SITTING 205B SUITE 5ENTRY 205A SUITE 5KIT'ETTE 205C SUITE 5 CLO 205D SUITE 5 BATH 205F SUITE 5 BEDROOM 205E 205D SUITE 5CLO 205G205G SUITE 6 BEDROOM 206B SUITE 6 ENTRY 206A SUITE 6 CLO 206D SUITE 6BATH 206C 1 KING BED 313 S.F. SUITE 7 BEDROOM 207B SUITE 7 BATH 207C SUITE 7 ENTRY 207A SUITE 8 CLO 208D SUITE 7 CLO 207D SUITE 8 BEDROOM 208B SUITE 8ENTRY 208A SUITE 8BATH 208C SUITE 8BALCONY 208E SUITE 7BALCONY 207E SUITE 6 BALCONY 206E SUITE 5 BALCONY 205H SITTINGAREA 209 201D201EST1DDN TO1ST FL UP TO 3RD FL DN TO 1ST FL UP TO 3RD FL 1 A410 2 A410 3 A410 4 A410 1 A400 3 A801 4 A801 3 A800 1 A700 2 A700 3 A700 4 A700 8 A700 7 A700 6 A700 5 A700 1 A401 1 A402 1 A403 A900 1 A900 1 A900 1 A900 1 A900 1 A900 1 GUEST ROOM WITH MOBILITY FEATURES (1 REQ'D) GUEST ROOM WITH COMMUNICATIONFEATURES (2 REQ'D) 603.3 MIRRORS 806.3.2 NOTIFICATION DEVICES VISIBLE DEVICES SHALL BE PROVIDED TO ALERT ROOMOCCUPANT OF INCOMING TELE CALLS AND A DOOR KNOCKOR BELL. TELE SHALL HAVE VOLUME CONTROLS AND SERVED BY AN ELECT OUTLET LOCATED WITHIN 48" OF THE TELE FORUSE OF A TTY A-102 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A102 GENERAL NOTES KEYNOTES SRD PRD (4" LEADER) SRD PRD (4" LEADER) F.D. OUTDOOR SEATINGNORTH OUTDOOR SEATINGSOUTH ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 STAIR 1 ST-1 STAIR 2 ST-2 J.C. 305 ALL-GENDER 306 WOMEN'S 307 MEN'S 308 HALLWAY 309 MECHANICAL PENTHOUSE 1 314 MECHANICALPENTHOUSE 2 313 FUTURE WARMING KITCHEN 312 ROOFTOP LOUNGE 311 315 316 HALLWAY 304 LOBBY 301 STORAGE 302 LOBBY 303 LOBBY 310 ROOF BELOW EMEREXIT ST2D305306303307308301311 316 313 314312HALLWAY 317 302ST1EDN TO 2ND FL DN TO 2ND FL 13 24 1 A410 2 A410 3 A410 4 A410 22 FEC-1 5 A801 6 A801 4 A800 9 A700 1 A510 1 A400 1 A401 1 A402 1 A403 A710 1 A900 1 A-103 THIRD FLOOR PLAN SCALE: 1/4" = 1'-0" THIRD FLOOR PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A103 PRELIMINARY NOT FOR CONSTRUCTION GENERAL NOTES KEYNOTES SRD PRD (4" LEADER) SRD PRD (4" LEADER) ELEVATOROVERRUN ROOF BELOW TRELLIS 12'-0"64'-2"24 3 1 A410 2 A410 3 A410 4 A410 1 1 2 7 1 A400 1 A401 1 A402 1 A403 DRWGS. PLANTER WALL7 A-104 ROOF PLAN SCALE: 1/4" = 1'-0" ROOF PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A104 ROOFTOP EL.: 26'-0" BASEMENT EL.: (-)12'-0" T/ BUILDING EL.: 42'-6" 2nd LEVEL EL.: 14'-0" 1 2 F19F19F19F19F19F19F19 F19 F19 F19 7 5 15 F19 6 TYP. UNO 7 77 15 3 17 17 17 17 10 10 10 10 11 11 21 18 19 1 A410 2 A410 ADJACENT EXISTING BUILDINGNOT IN CONTRACT - SHOWNFOR REFERENCE ONLY. CHANNEL GLASS, BASIS OF DESIGN: BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'CROSSROADS BROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEM WITH OPERABLE LOUVERS, INTEGRAL GUTTERS AND LED LIGHTING, BASIS OF DESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER, CONCEALED HOSE CONNECTION ANDINTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, 'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETY POLE24 22 RECESSED FIRE EXTINGUISHER CABINET (FEC-1) STONE FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'VIVACE USA COBBLESTONE' COMPOSITE WOOD PANEL VENEER, BASIS-OF-OF DESIGN: PRODEMA, DARK BROWN EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE, BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN: RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"T BARN DOORS, TWO-PANEL, STAIN GLAZE FINISH, WEATHERED TEXTURE, PREASSEMBLED WITH DOOR HARDWARE, FRONT HANDLE, BACK HANDLE & 'HEAVY DUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAIL AND ATTACHED HANDRAIL WITH LED SPOT LIGHTING, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING WITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL , BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING: SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING: SOLDIER COURSE BRICK BETWEEN ROWLOCK BRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST AND INTAKE LOUVERS A-400 EAST ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A400 GRADE EL.: 0'-0" T/ RAILING EL.: 29'-6" T/ PARAPET EL.: 40'-0" BASEMENT EL.: (-)12'-0" ROOFTOP EL.: 26'-0" 2nd LEVEL EL.: 14'-0" 1 18 19 6 1 17 4'-0"14'-0"5 15 4 3 2 6TYP. UNO TYP. UNO 7 F19 F19 F19 F19 F19 F19 F19 F19 F19 F19 9 2 F19 21 3 A410 4 A410 T/ BUILDING EL.: 42'-6" CHANNEL GLASS, BASIS OF DESIGN:BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'CROSSROADSBROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEM WITH OPERABLE LOUVERS, INTEGRALGUTTERS AND LED LIGHTING, BASIS OFDESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER,CONCEALED HOSE CONNECTION AND INTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, 'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETY POLE24 22 RECESSED FIRE EXTINGUISHER CABINET (FEC-1) STONE FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'VIVACE USACOBBLESTONE' COMPOSITE WOOD PANEL VENEER,BASIS-OF-OF DESIGN: PRODEMA, DARK BROWN EXTERIOR GASLIGHT SCONCE FIXTURE, BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE, BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN: RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"T BARN DOORS, TWO-PANEL, STAIN GLAZE FINISH, WEATHERED TEXTURE,PREASSEMBLED WITH DOOR HARDWARE, FRONT HANDLE, BACK HANDLE & 'HEAVY DUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAIL AND ATTACHED HANDRAIL WITH LED SPOT LIGHTING, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING WITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL , BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING:SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING: SOLDIER COURSE BRICK BETWEEN ROWLOCK BRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST AND INTAKE LOUVERS A-401 SOUTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A401 GRADE EL.: 0'-0" 2nd LEVEL EL.: 14'-0" T/ PARAPET EL.: 40'-0" BASEMENT EL.: (-)12'-0" ROOFTOP EL.: 26'-0" 8 1'-4"CENTER ALIGNF19 F19 7 7 3 F19 F19 F19 F19 6 TYP.UNO F19 F19 2 F19 F19 F19 F19 23 1 A410 2 A410 T/ BUILDING EL.: 42'-6" CHANNEL GLASS, BASIS OF DESIGN: BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'CROSSROADS BROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEM WITH OPERABLE LOUVERS, INTEGRAL GUTTERS AND LED LIGHTING, BASIS OF DESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER, CONCEALED HOSE CONNECTION AND INTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320 POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN:WAGNER ARCHITECTURAL SYSTEMS, 'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETY POLE24 22 RECESSED FIRE EXTINGUISHER CABINET (FEC-1) STONE FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'VIVACE USA COBBLESTONE' COMPOSITE WOOD PANEL VENEER, BASIS-OF-OF DESIGN: PRODEMA, DARK BROWN EXTERIOR GASLIGHT SCONCE FIXTURE, BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE, BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN: RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"T BARN DOORS, TWO-PANEL, STAIN GLAZE FINISH, WEATHERED TEXTURE, PREASSEMBLED WITH DOOR HARDWARE, FRONT HANDLE, BACK HANDLE & 'HEAVY DUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAILAND ATTACHED HANDRAIL WITH LED SPOT LIGHTING, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING WITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL , BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING: SOLDIER COURSE BRICK OVER ROWLOCK BRICK COURSE18 DECORATIVE MASONRY MID-BANDING: SOLDIER COURSE BRICK BETWEEN ROWLOCK BRICK COURSES ABOVE & BELOW SOLDIER COURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICE SYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST AND INTAKE LOUVERS A-402 WEST ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A402 1st FLOOR EL.: 0'-0" T/ LOW PARAPET EL.: 40'-0" BASEMENT EL.: (-)12'-0" 3rd FLOOR EL.: 26'-0" T/ BUILDING EL.: 42'-6" 1 18 19 6 1 20 17 4'-0"14'-0"2nd FLOOR EL.: 14'-0" 5 15 4 3 2 6 F19 F19 F19 F19 F19 F19 F19 F19 F19 F19 TYP. UNO TYP.UNO 21 3 A410 4 A410 CHANNEL GLASS, BASIS OF DESIGN: BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'CROSSROADS BROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEM WITH OPERABLE LOUVERS, INTEGRAL GUTTERS AND LED LIGHTING, BASIS OF DESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER, CONCEALED HOSE CONNECTION AND INTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320 POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOT LIGHTING AT TOP RAIL, BASIS-OF-DESIGN:WAGNER ARCHITECTURAL SYSTEMS,'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETY POLE24 22 RECESSED FIRE EXTINGUISHER CABINET (FEC-1) STONE FACADE, BASIS-OF-OF DESIGN: BRAMPTON BRICK 'VIVACE USA COBBLESTONE' COMPOSITE WOOD PANEL VENEER, BASIS-OF-OF DESIGN: PRODEMA, DARK BROWN EXTERIOR GASLIGHT SCONCE FIXTURE, BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING, 'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN: RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"T BARN DOORS, TWO-PANEL, STAIN GLAZE FINISH, WEATHERED TEXTURE, PREASSEMBLED WITH DOOR HARDWARE, FRONT HANDLE, BACK HANDLE & 'HEAVY DUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAILAND ATTACHED HANDRAIL WITH LED SPOTLIGHTING, BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING WITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL ,BASIS-OF-DESIGN: WAGNER ARCHITECTURAL SYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING: SOLDIER COURSE BRICK OVER ROWLOCK BRICK COURSE18 DECORATIVE MASONRY MID-BANDING: SOLDIER COURSE BRICK BETWEEN ROWLOCK BRICK COURSES ABOVE & BELOW SOLDIER COURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICE SYSTEM, BASIS-OF-DESIGN: STONELITE 23 BUILDING MECHANICAL EXHAUST AND INTAKE LOUVERS A-403 NORTH ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURAL ENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A403