HomeMy Public PortalAbout05-21-19 ZBA & Plan Commission Agenda PacketZoning Board of Appeals & Plan Commission
Tuesday, May 21, 2019
7:00 PM
Village Boardroom
24401 W. Lockport Street
Plainfield, IL 60544
Agenda
ZONING BOARD OF APPEALS
A.CALL TO ORDER, PLEDGE TO THE FLAG, ROLL CALL
B.APPROVAL OF MINUTES
Approval of the Minutes of the Zoning Board of Appeals held on August 7, 2018.
08-07-2018 ZBA Minutes.pdf
C.PUBLIC COMMENTS
D.DEVELOPMENT REPORT
E.OLD BUSINESS
F.NEW BUSINESS
CASE NUMBER: 1835-041019.VAR.SPR
REQUEST: Variance (Public Hearing)
LOCATION: 15809 S. Route 59
APPLICANT: Vequity, LLC
15809 S. Route 59 Staff Report and Graphics.pdf
G.DISCUSSION
H.ADJOURN
PLAN COMMISSION
A.CALL TO ORDER, ROLL CALL
B.APPROVAL OF MINUTES
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Zoning Board of Appeals & Plan Commission Page - 2
Approval of the Minutes of the Plan Commission held on April 2, 2019.
04-02-2019 Plan Commission Minutes.pdf
C.PUBLIC COMMENTS
D.OLD BUSINESS
E.NEW BUSINESS
CASE NUMBER: 1835-041019.VAR.SPR
REQUEST: Site Plan Review
LOCATION: 15809 S. Route 59
APPLICANT: Vequity, LLC
15809 S. Route 59 Staff Report and Graphics.pdf
CASE NUMBER:1839-050319.SPR
REQUEST: Site Plan Review
LOCATION: 13521 S. Route 59
APPLICANT: Meijer (Dennis McClain, representative)
Meijer Staff Report and Site Plan.pdf
CASE NUMBER: 1838-050119.SU
REQUEST: Special Use (Public Hearing)
LOCATION: 13717 S. Route 30, Units 105 & 107
APPLICANT: Tracy Musick
Axe Factor Throwing Staff Report and Graphics.pdf
F.DISCUSSION
G.REMINDERS -
May 27th - Village Offices Closed for Memorial Day
June 3rd - Village Board at 7:00 p.m.
June 4th - Plan Commission at 7:00 p.m.
H.ADJOURN
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Zoning Board of Appeals Record of Minutes
Date: August 7, 2018 Location: Village Hall
CALL TO ORDER, PLEDGE & ROLL CALL Chairman Kiefer called the Zoning Board of Appeals and Plan Commission meeting to order at 7:00 p.m.
and led the Pledge.
ROLL CALL: Commissioners Green, Heinen, Renzi, Seggebruch, and Chairman Kiefer were present.
Commissioners Minnis and Womack were absent. Plainfield Fire Protection District, Plainfield Township Park District, Plainfield Public Library District and Plainfield Community Consolidated School
District 202 were absent.
OTHERS PRESENT: Jake Melrose, Economic Development Manager; Kendra Kuehlem, Associate
Planner; Yuchen Ding, Associate Planner; and Tracey Erickson, Recording Secretary
APPROVAL OF MINUTES
The minutes of the Zoning Board of Appeals dated June 19, 2018 were approved.
PUBLIC COMMENTS
No Comment. DEVELOPMENT REPORT
Mr. Melrose provided an update on the following cases: GP Transportation, US Route 30 Truck Parking Terminal, US Route 30 TIF District, and Northpointe.
OLD BUSINESS
NEW BUSINESS Case No. 1809-071818.VAR 15016 S. Center St. Terry D’Arcy
This is a public hearing, the notice and mailings were posted and published in accordance with state statute and local ordinance.
Ms. Kuehlem stated the applicant is seeking a variance to allow an encroachment of a porch into the front yard setback. The standard front yard setback for R-1 Low-Density Single-Family districts is 30 feet. The
proposed front porch/front door entrance would encroach approximately five-feet, and the proposed pergola covered front porch would encroach approximately six-feet.
Ms. Kuehlem reviewed the finding of facts in the staff report dated August 1, 2018. Ms. Kuehlem stated based on the foregoing analysis, prior to public hearing and discussion from the Zoning Board of Appeals, staff recommends approval.
Chairman Kiefer swore in Mike Buhr, Architect for applicant.
Chairman Kiefer asked for public comment and there was no response.
Commissioner Heinen asked if there any properties on Center Street that currently have a variance. Ms. Kuehlem stated she does not believe there are any properties on Center Street with a variance.
Commissioner Heinen asked staff in their opinion if having this house set closer to the street fit in with
the character of the neighborhood. Ms. Kuehlem feels the house will still fit in with the character of the neighborhood. Commissioner Heinen asked staff if they knew what house on Center Street sits closest to
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Zoning Board of Appeals & Plan Commission Minutes August 7, 2018
Page 2 of 2
the street. Ms. Kuehlem indicated she did not have that information. Commissioner Heinen asked if all
the other house within 100 feet of the subject property are at the 30-foot setback. Ms. Kuehlem
confirmed.
Commissioner Seggebruch asked if the subject property is in the Bartlett Historic District. Ms. Kuehlem
stated it is not. Commissioner Seggebruch asked the approximate age of the home. Mr. Buhr indicated it is about 100 years old. Ms. Kuehlem could not confirm. Commissioner Seggebruch asked if there were other homes on the street that had side entrances. Ms. Kuehlem confirmed. Commissioner Seggebruch
asked the applicant to explain how the proposed elevation fits into the neighborhood. Mr. Buhr stated they are trying to keep bungalow style. Commissioner Seggebruch asked what will be replaced on the
exterior of the home. Mr. Buhr stated all new windows and hardy board siding.
Commissioner Renzi asked how the residents park now. Mr. Buhr explained the driveway condition and how the residents use it. Mr. Buhr stated a new driveway would have to comply with the current code.
Commissioner Renzi asked how the removal of the porch will allow for a driveway. Mr. Buhr stated
removing the current side door/stair would give them the room for the driveway. Commissioner Renzi explained how the proposed changes to the structure/property can minimize precedent.
Commissioner Seggebruch made a motion to adopt the findings of fact of staff as the findings of fact of
the Zoning Board of Appeals and recommend approval of a variance to permit a front yard encroachment of up to six feet into the front yard setback, for the property located at 15016 S. Center Street.
Seconded by Commissioner Green. Vote by roll call: Heinen, yes; Renzi, yes; Green, yes; Seggebruch, yes; Kiefer, yes. Motion carried 5-0.
DISCUSSION No Discussion.
ADJOURN Zoning Board of Appeals meeting Adjourned at 7:17 p.m.
Respectfully submitted by
Tracey Erickson
Recording Secretary
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608
.
2
8
6
08
.7
9
608.30608
.2608.
22
6
0
8
.46608.40608.43608.40FIR 5/8FIR CAPFIR 5/8FIR 5/8FIP 3/4FIR 3/4 BENTONLYONLY
1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'RENWICK ROADW. NORMAN AVENUEILLINOIS 59 (DIVISION STREET)1 STORYSTONEBUILDING(GAS STATION)31.32'
31.59'44.79'44.78'SIGNGAS PUMP(TYPICAL)~ASPHALT~~ASPHALT~~CONCRETE~~CONCRETE~~CONCRETE~~CONCRETE~60860
8608608
6
0
8
608P.E. R2010-056128
N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'607606606607608608608
607609
6
0
860860772.72'32.43'32.43'73.28'22.10'22.13'FENCE END7.63' N. & 3.43' W.FENCE END6.64' N. & 1.03' W.FENCE CORNER0.25' W.FENCE END4.45' N. & 2.87' W.FENCE CORNER2.00' W.0.74' W. &0.29' N.FENCE CORNER1.55' W.FENCE
4.74' W.
FENCE
3.29' W.0.25' N. &ON LINE0.05' N. &ON LINE2.79' S. &14.62' E.0.37' S. &8.02' E.608
60960860
9
606
608
60
7
608 608
610
66.00'0.29' N.0.01' N.#2238WATER VALVE VAULTRIM=607.65T/P 12" DIP E/W=599.65#2167SANITARY MANHOLERIM=607.66IE 8" PVC S=599.362 VERTICAL PVC PIPES#1196STORM SEWERRIM=608.55IE 24" RCP N=601.15IE 12" RCP E=603.00IE 12" RCP S=601.15#1142INLETRIM=606.82IE 12" RCP N=605.47#1130CURB INLETRIM=607.14IE 12" RCP S=604.44#1141CURB INLETRIM=607.15IE 12" RCP N=603.73IE 12" RCP S=603.75IE 12" RCP W=603.62#1473CURB INLETRIM=608.47IE 12" RCP N=COULD NOT ACCESSIE 12" RCP E=COULD NOT ACCESSIE 4" CPP N=COULD NOT ACCESS#1542INLETRIM=607.25IE 12" RCP N/S/W=602.90#1577CURB INLETRIM=607.68IE 12" RCP S=604.08#1438CURB INLETRIM=607.21IE 12" RCP N=604.23#1400CURB INLETRIM=608.00IE 12" RCP W=602.00#1910CURB INLETRIM=606.10IE 12" RCP S=602.30#2014CURB INLETRIM=605.45IE 12" RCP S=602.09#2391SANITARY MANHOLERIM=606.68IE 18" PVC E/W=591.37PLAINFIELD ACRESSUBDIVISIONUNIT NO. 1(181.5')(181.5')(181.5')(181.5')(120.0')
(120.0')
(120.0')
(120.0')SOUTH LINE OF SECTION 15-36-9WEST LINE OF SECTION 15-36-9
EAST LINE OF SECTION 16-36-9
48.70'50.00'10.00'10' UTILITY EASEMENT
REC. JULY 16, 1992
DOC. NO. R92-5513830' BUILDING LINEDOC. 69411230' BUILDING LINE
DOC.694112
30' BUILDING LINEDOC.694112OVERHANG5' PUBLIC UTILITY EASEMENT DOC. 69411210' BUILDING LINEDOC. 69411210.00'10.00'LOT 1LOT 2PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERMANENT EASEMENT
REC. JUNE 4, 2010
DOC. NO. R2010-056128
TRANS.SBM#1SBM#2LOT 3LOT 410' BUILDING LINEDOC.69411215' SETBACK
PER ZONING REPORT
43.33'
43.13'OWNER:MIGUEL SANDOVALOWNER:TED D. MAYSURVEYOR CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF DUPAGE )TO:VEQUITY LLC, A DELAWARE SERIES LIMITED LIABILITY COMPANYCHICAGO TITLE INSURANCECOMPANYTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WEREMADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FORALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 6(b), 7(a), 7(b1), 8, 9, 11, 13, 16, 17 AND 20 OF TABLE ATHEREOF.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDSFOR BOUNDARY SURVEYS.THE FIELD WORK WAS COMPLETED ON APRIL 10, 2019.DATED THIS 22ND DAY OF APRIL, A.D., 2019.___________________________________________CHRISTOPHER D. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3189MY LICENSE EXPIRES ON NOVEMBER 30, 2020.V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.CDBARTOSZ@V3CO.COMGRAPHIC SCALEPART OF THE WEST 1/2 OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 36NORTH, RANGE 9 EAST OF THE THIRD PRINCPAL MERIDIAN IN WILL COUNTY, ILLINOISASPHALT 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 EDGE OF PAVEMENT 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 WALK782.62782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKA.P. ACCESSIBLE PARKINGT.F. TOP OF FOUNDATIONF.F. FINISHED FLOORABBREVIATIONSLEGENDCB 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.ETBEGUY POLEUTILITY POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLELIGHT STANDARDELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTTRANSFORMER PADPAINTED 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 LINEIRRIGATION HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADSB#BUSHSOIL BORING HOLE W/ NUMBERUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER MAIN (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)FOUND IRON RODFOUND PK NAILSET TRAVERSE POINTFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKESET PK NAILSET IRON PIPEFOUND IRON BARFOUND BRASS DISCSET CONCRETE MONUMENT WITH BRASS DISCFOUND IRON PIPEFIPSIPSBMFIBSPKFBDFIRFPKFRSTPSET CONCRETE MONUMENT WITH IRON PIPESCMFOUND CUT CROSSFCCFOUND MAG NAILFMGSET MAG NAILSMGPROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINESECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEEXISTING RIGHT-OF-WAY LINEPROPOSED RIGHT-OF-WAY LINEIRRIGATION CONTROL VALVEVICINITY MAPNOT TO SCALESITEBASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 41°35'40.72237"NLONGITUDE: 88°12'03.18243"WELLIPSOIDAL HEIGHT: 495.865 SFTGROUND SCALE FACTOR: 1.0000471627ALL MEASUREMENTS ARE ON THE GROUND.STATE PLANE MERIDIAN43557 SQ. FT.AREA1.000 ACRESBENCHMARKSOURCE:STATION DESIGNATION: #5472ESTABLISHED BY: PATRICK ENGINEERING INC.DATE: NOVEMBER 20, 2013ELEVATION: 607.27 (PUBLISHED AND HELD)DATUM: NAVD88DESCRIPTION: (NE CORNER OF RENWICK ROAD AND HOWARD STREET) -STEEL ROD LOCATED 40 FEET WEST OF THE EDGE OF PAVEMENT OFHOWARD STREET AND 10 FEET SOUTH OF A PRIVATE FENCE AND 5 FEETNORTH OF THE NORTH EDGE OF A SIDEWALKSITE:STATION DESIGNATION: #1ESTABLISHED BY: V3 COMPANIESDATE: APRIL 9, 2019ELEVATION: 611.06 (MEASURED)DATUM: NAVD88DESCRIPTION: NORTHWEST ARROW ON FIRE HYDRANT LOCATED AT THENORTHEAST CORNER OF ILLINOIS 59 AND WEST NORMAN AVENUE.STATION DESIGNATION: #2ESTABLISHED BY: V3 COMPANIESDATE: APRIL 9, 2019ELEVATION: 608.16 (MEASURED)DATUM: NAVD88DESCRIPTION: CUT CROSS ON THE SOUTHWEST CORNER OF CONCRETEPAD FOR TRAFFIC CONTROL BOX LOCATED AT THE NORTHEASTCORNER OF ILLINOIS 59 AND RENWICK ROAD.THE 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 USEOR COMMENCEMENT 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.THIS PROPERTY IS IN AN AREA OF MINIMAL FLOODING (ZONE X) ASDEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'SFLOOD INSURANCE RATE MAP OF WILL COUNTY, ILLINOIS(COMMUNITY PANEL NO. 17197C0127G) EFFECTIVE DATE FEBRUARY15, 2019.FLOOD HAZARD NOTEPER CHICAGO TITLE INSURANCE COMPANY FILE NO. 19NW1701755WFEFFECTIVE DATE: FEBRUARY 7, 2019 PROVIDED BY THE CLIENT.NOTES FROM SCHEDULE BEXCEPTIONSPLOTTEDHEREONYESJ.K.M.L.BUILDING LINE & 5' PUBLIC UTILITY EASEMENT; DOC. 694112PERPETUAL EASEMENTS; DOC. R2008-037886 & R2010-056128PERMANENT EASEMENT; DOC. R2008-037886 & R2010-056128ALL OTHER SCHEDULE B ITEMS ARE NON-POTTABLECLARIFICATION STATEMENTSa.the location cannot be determined from the record document;b.there was no observed evidence at the time of the fieldwork;c.blanket easement;d.it is not on, or does not touch, the surveyed property;e.limits access to an otherwise abutting right of way;f.the documents are illegible;g.indications that it may have been released or otherwise terminated.TERMS, CONDITIONS AND LIMITATIONS; DOC. R2007-142489(a)UTILITY ATLAS NOTES:CONTACTSRESPONSECOMCASTA. T. & T. DISTRIBUTIONCOM EDPLAINFIELD, VILLAGE OFMCI/WORLDCOMNICOR GASMETRO FIBERNET, LLCNO RESPONSENO RESPONSERESPONDED WITH ATLASNO RESPONSENO RESPONSENO RESPONSENO RESPONSEJ.U.L.I.E. DESIGN STAGE REQUEST DIG NUMBER X0930941RECEIVED 04/03/19ALL CONTACTS SUPPLIED BY J.U.L.I.E. WHERE SENT FAX REQUESTSFOR ATLAS INFORMATION BY 04/03/19NO RESPONSEUSIC LOCATION SERVICESLOTS 1 AND 2 IN PLAINFIELD ACRES SUBDIVISION UNIT NO. 1, BEING A SUBDIVISION OF THE SOUTH 2.301FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 15, IN TOWNSHIP 36 NORTH,RANGE 9, EAST OF THE THIRD PRINCIPAL MERDIAN, ACCORDING TO THE PLAT THEREOF RECORDEDJULY 2, 1951, IN PLAT BOOK 27, PAGE 55 AS DOCUMENT NO. 694112, IN WILL COUNTY, ILLINOISADDRESS: 15809 ILLINOIS 59, PLAINFIELD, ILLINOIS, 60544LEGAL DESCRIPTION1.COMPARE THIS PLAT, LEGAL DESCRIPTION AND ALL SURVEY POINTS AND MONUMENTS BEFORE ANYCONSTRUCTION, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SURVEYOR.2.DO NOT SCALE DIMENSIONS FROM THIS PLAT.3.THE LOCATION OF THE PROPERTY LINES SHOWN ON THE FACE OF THIS PLAT ARE BASED UPON THEDESCRIPTION AND INFORMATION FURNISHED BY THE CLIENT, TOGETHER WITH THE TITLECOMMITMENT. THE PARCEL WHICH IS DEFINED MAY NOT REFLECT ACTUAL OWNERSHIP, BUTREFLECTS WHAT WAS SURVEYED. FOR OWNERSHIP, CONSULT YOUR TITLE COMPANY.4.MANHOLES, INLETS AND OTHER UTILITY RIMS OR GRATES SHOWN HEREON ARE FROM FIELDLOCATION OF SUCH, AND ONLY REPRESENT SUCH UTILITY IMPROVEMENTS WHICH ARE VISIBLEFROM ABOVE GROUND AT TIME OF SURVEY, THROUGH A NORMAL SEARCH AND WALK THROUGH OFTHE SITE. THE LABELING OF THESE MANHOLES (SANITARY, WATER, ETC.) IS BASED SOLELY ON THE"STAMPED" MARKINGS OF THE RIM. NO UNDERGROUND OBSERVATIONS HAVE BEEN MADE TOVERIFY THE ACTUAL USE OR EXISTENCE OF UNDERGROUND UTILITIES. UNDERGROUND UTILITYLINES SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATED STRUCTURES IN COORDINATIONWITH ATLAS INFORMATION PROVIDED BY UTILITY COMPANIES THROUGH J.U.L.I.E.'S DESIGN STAGEPROCESS. SEE "UTILITY ATLAS NOTES" HEREON FOR SPECIFICS.5.NO UNDERGROUND UTILITIES, OR DRAIN TILES, IF ANY EXIST, SHOWN HEREON.6.THIS SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS IF SUCH ITEMS ARE HIDDEN BYLANDSCAPING OR ARE COVERED BY SUCH ITEMS AS DUMPSTERS, TRAILERS, CARS, DIRT, PAVINGOR SNOW. AT THE TIME OF THIS SURVEY, SNOW DID NOT COVER THE SITE. LAWN SPRINKLERSYSTEMS, IF ANY, ARE NOT SHOWN ON THIS SURVEY.7.OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENTREGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY SERVICE.8.CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANYDIGGING OR CONSTRUCTION.9.PUBLIC AND/OR PRIVATE RECORDS HAVE NOT BEEN SEARCHED TO PROVIDE ADDITIONALINFORMATION. OVERHEAD WIRES AND POLES (IF ANY EXIST) ARE SHOWN HEREON, HOWEVER THEIRFUNCTION AND DIMENSIONS HAVE NOT BEEN SHOWN.10.THERE WAS NO EVIDENCE OF ANY PARKING STALLS AT THE TIME OF SURVEY.11.IF NOT STATED OTHERWISE, ALL EASEMENTS AND SETBACK LINES SEE PER DOCUMENT NO. 694112.12.PROFESSIONAL LIABILITY INSURANCE POLICY OBTAINED BY THE SURVEYOR IN THE MINIMUMAMOUNT OF $1,000,000 TO BE IN EFFECT THROUGHOUT THE CONTRACT TERM.13.THERE ARE NO PROPOSED CHANGES IN STREET RIGHT OF WAY OR EVIDENCE OF RECENT STREETOR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THEFIELDWORK, THAT THE SURVEYOR IS AWARE.14.THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDINGADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.GENERAL NOTESREVISIONS
DATENO.DESCRIPTION
of1" =SCALE:
PROJECT MANAGER:DRAFTING COMPLETED:
CHECKED BY:FIELD WORK COMPLETED:
DRAWN BY:SHEET NO.
Project No:
Group No:
7325 Janes Avenue, Suite 100Engineers
Scientists
Surveyors
v3co.com
630.724.0384 fax
630.724.9200 voice
Woodridge, IL 60517
PREPARED FOR:
CDB
1120'
FUEL STORE, PLAINFIELD, IL 60544 (IL59)
ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY
KAR
CDB FUEL STOREPLAINFIELD, IL 60544 (IL59)ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEYOF19113.003
04-10-2019
04-22-2019
VP01.1
Vequity
400 N. State Street, Suite 400
Chicago, Illinois, 60654
312-985-0987YESYESVERIZONRESPONDED WITH "ALL CLEAR" CHR
I
S
TOPHER D. BARTOSZWOODRIDGE, I
LL
I
NO I S #3189PROFESSIONALLANDSURVEYORSTATEOFILLINOIS1.4-22-19 ADDRESSED CLIENT'S COMMENTSYESIEASEMENT DOC. NO. R92-55138N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\SVY\VP01.1\ALTTOP19113.003_20190410.dwg, 4/25/2019 10:29:04 AM, DWG To PDF.pc3
11
7- Eleven15809 RT 59PLAINFIELD, IL 60544OWNERVEQUITY LLC400 N. STATE ST.SUITE 400CHICAGO, IL 60654P. 312-985-0987SCALE:NORTH2PROJECT KEY PLANNTSSCALE:NORTH1VICINITY AERIAL MAPNTSPROJECT STATEMENTSTHESE DOCUMENTS WERE PREPARED UNDERMY SUPERVISION AND, TO THE BEST OF MYKNOWLEDGE, COMPLY WITH ALL LOCALBUILDING CODES.ALPHONSE A. ILEKISLICENSE EXPIRES 11/30/2020ENERGY STATEMENTI CERTIFY THAT I AM A REGISTERED ENERGY PROFESSIONAL (REP). I ALSO CERTIFY THAT TO THE BESTOF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT THE PLANS FORADDRESS: 15809 S Rt 59 PLAINFIELD, ILFULL COMPLY WITH THE REQUIREMENTS OF CHAPTER 18-13. ENERGY CONSERVATION OF THEMUNICIPAL CODE OF PLAINFIELD AS WELL AS THE STATE OF ILLINOIS ENERGY CONSERVATION ASREQUIRED BY STATE LEGISLATIONDATE: 04/26/19 ILLINOIS LICENSE # 01-8612ALPHONSE A. ILEKIS (ARCHITECT)LICENSE EXPIRES 11/30/20CODE SUMMARY·SEE AS1.01 FOR ALL REVIEW AND SUMMARIES.DIGGING NOTICECONTRACTOR TO VERIFY ALL LOCAL REQUIREMENTS IFDIGGING IS REQUIRED.ARCHITECT OF RECORDILEKIS ASSOCIATES223 WEST JACKSON BLVD.SUITE 1000CHICAGO, IL 60606P. 312-419-0009SCALE:3PERSPECTIVE VIEWNTS FOR REFERENCE ONLY±240' PROPERTY LINE ±172' -3" PROPERTY LINEIL-59RENWICK RDPROPOSED3,500 SF71'-5" X 49'-0"ONLYONLY
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWCOVER SHEET,DRAWING INDEX& PROJECT INFOG0.0012
±240' PROPERTY LINE±172' -3" PROPERTY LINE
IL-59RENWICK RD
PROPOSED
3,500 SF
71'-5" X 49'-0"ONLYONLY610+106
+105
+103
+101
TREE PRESERVATION AREA
TREES TO BE REMOVED
BARRIER FENCING (TYP.)
BARRIER FENCING (TYP.)
L.1
1.CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS AND PERMISSIONS TO PRUNE, REMOVE, AND/OR
TRANSPLANT ANY TREES ON SITE.
2.DEAD AND DYING MATERIAL ON THE SITE SHALL BE REMOVED OR PRUNED. MATERIALS NOT LABELED ON THE PROTECTION PLAN
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR REMEDIATION.
3.DURING CONSTRUCTION EXISTING TREES OVER FOUR INCHES IN CALIPER SHALL BE PROTECTED WITH BARRIER FENCING.
4.BARRIER FENCING SHALL BE OF A RIGID MATERIAL SUCH AS WOODEN SNOW FENCING, BRIGHTLY COLORED PLASTIC
CONSTRUCTION FENCING, CHAINLINK FENCING, AND SHALL BE INSTALLED AT THE PERIPHERY OF THE DRIP LINE OF THE TREE OR
AT A DISTANCE OF ONE FOOT (1') FOR EVERY CALIPER INCH AS MEASURED AT TWELVE INCHES (12") ABOVE THE ESTABLISHED
GROUND LEVEL, WHICHEVER IS GREATER. SUCH FENCING SHALL BE SECURELY FASTENED TO METAL FENCE POSTS SPACED A
MAXIMUM OF EIGHT FEET (8') APART.
5.BARRIER FENCING SHOWN ON THE PLAN IS APPROXIMATE. CONTRACTOR SHALL ADJUST LOCATION OF BARRIER TO POSITION
OUTLINED IN COMMENT 4.
6.NO EXCESS SOIL OR ADDITIONAL FILL, BUILDING MATERIALS OR DEBRIS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER.
7.NO VEHICLES OR HEAVY MACHINERY SHALL BE ALLOWED TO WORK WITHIN THE BARRIER AREA.
8.NO ATTACHMENTS OR WIRES, OTHER THAN PROTECTIVE GUY WIRES, SHALL BE ATTACHED TO ANY OF THE TREES WHICH ARE
WITHIN PROTECTIVE BARRIER.
9.TREES MARKED FOR PRUNING SHALL HAVE OVERGROWTH AND UP TO 30% MAX. OF SECONDARY AND TERTIARY LIMBS REMOVED
BY A CERTIFIED ARBORIST, FOR LONG TERM TREE HEALTH, PROPER GROWTH, AND HABIT.
10.STUMPS OR TREE REMAINS NOT TO BE FULLY EXCAVATED SHALL BE REMOVED. A STUMP GRINDER SHALL BE USED TO REMOVE
ALL REMAINING ROOTS AND WOODY MATERIAL. WITHIN A 24" RADIUS OF THE TREE TRUNK TO MIN. 6" BELOW GRADE. DISTURBED
AREA SHALL BE BACKFILLED WITH COMPACTED TOPSOIL TO MEET SURROUNDING GRADES.
11.IF EXCAVATION ON SITE WILL IMPACT MORE THAN 25% OF THE ROOT SYSTEM OF AN EXISTING TREE, A CERTIFIED ARBORIST
SHALL CONDUCT ROOT PRUNING OF THE IMPACTED TREE TO PROMOTE A HEALTHY ROOT SYSTEM.
TREE PROTECTION &
REMOVAL NOTES
TREE PROTECTION &
REMOVAL LEGEND
EXISTING TREE TO REMAIN
1 TREE REMOVAL &
PROTECTION PLAN
S H E E T S C A L E 1"=30'
0'30'60'90'N
BARRIER FENCING TO BE INSTALLED
EXISTING TREE TO BE REMOVED
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIA
c
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I S
a r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
LG
Workshop
Landscape Architecture
Site Planning
Illustration
2324 W. Armitage Avenue
Chicago, IL 60647
ph.773.697.4388
www.LGWLA.com
,LLC
SURVEY OF EXISTING TREES
103
TREE #SCIENTIFIC NAME LOCATION COND/FORM
104
101
102
SIZE COMMON NAME COMMENTS
4"ACER RUBRUM NORTH PARKWAY 4/4RED MAPLE
6"2/1
6"
4"/4"/3"2/2
SOUTH PARKWAY
BEST 5/5
CELTIS OCCIDENTALIS 4/4COMMON HACKBERRY
PROTECDT
SOUTH PARKWAY PROTECT
REMOVE FOR DEVELOPMENTSOUTHEAST
REMOVE FOR DISEASECELTIS OCCIDENTALIS COMMON HACKBERRY
BETULA NIGRA RIVER BIRCH
TREE PRESERVATION PLAN
105
106
8"
5"5/4
TILIA CORDATA 5/4LITTLELEAF LINDEN SOUTHEAST PROTECT
PROTECTSOUTHEAST PARKWAYQUERCUS ROBUR VAR.ENGLISH OAK
13
±240' PROPERTY LINE±172' -3" PROPERTY LINE
IL-59RENWICK RD
PROPOSED
3,500 SF
71'-5" X 49'-0"ONLYONLY610SNOW STORAGE AREA
SNOW STORAGE AREA
16 HEM
3 CAA
4 FOS3 TMT
3 VTC
5 ACH
5 CAA
24 ALS
5 ACH
4 FOS
3 TMT
3 CAA
16 HEM
16 HEM
3 CAA
3 TMT
7 FOS
3 CAA
5 ACH
11 VTC
3 TMT
12 LAV
7 POB
7 FOS
68 HEM
12 LAV
MONUMENT SIGN
28 ALS
3 TMT
5 FOS
3 TMT
3 CAA
16 HEM
5 ACG
1 CEO
6
L-3
4 CSI
3 TMT
16 HEM
240 L.F. 6' PRIVACY FENCE
3'-0" OFF PROPERTY LINE
7 CSI
9 LAV13 VTC13 ACH
19 HYA
6 FVB
15 ALS
3 CAA
13 ACH
5 CAA
7 FVB
20 ALS
17 ACH
21 ACH
5 CSI
5 CAA
11 LAV
18 ALS
3 TMT
3 LAV
11 CAA
16 HEM
5 LAV
7 CSI
TRANSFORMER
SOD
SOD
SOD
1 LANDSCAPE PLANEXISTING TREE
LANDSCAPE LEGEND
PROPOSED SHADE TREE
PROPOSED ORNAMENTAL TREE
PROPOSED LARGE SHRUB (36" AT PLANTING)
PROPOSED EVERGREEN SHRUB
PROPOSED LOW SHRUB
PROPOSED ORNAMENTAL GRASS
PROPOSED PERENNIAL PLANTING S H E E T S C A L E 1"=20'
0'20'40'60'10'N
SODDED LAWN
PROPOSED DECIDUOUS SHRUB (24" AT PLANTING)
SYM SIZE QTY BOTANICAL NAME COMMON NAME COMMENT
CEO 3.0" CAL.1 CELTIS OCCIDENTALIS ' COMMON HACKBERRY B&B
DECIDUOUS SHADE TREES
DECIDUOUS SHRUBS
CSI 24" HT.23 CORNUS SERICEA ' ISANTI ISANTI DOGWOOD B&B
FOS 24" HT.17 FORSYTHIA OVATA 'SUNRISE'SUNRISE FORSYTHIA B&B
FVB 18" W.13 FORSYTHIA VIRID. 'BRONXENSIS'BRONX GREENSTEM FORSYTHIA B&B
HYA 24" HT.19 HYDRANGEA ARBOR. 'ANNABELLE'ANNABELLE HYDRANGEA B&B
POB 24" HT.7 PYHSOCARPUS OPUL. 'DIABOLO'DIABOLO NINEBARK B&B
VTC 24" HT.36 VIBURNUM TRILOBUM 'ALFREDO'ALFREDO AMER.CRANBERRY BUSH B&B
EVERGREEN SHRUBS
TMT 24" HT.24 TAXUS X MEDIA 'TAUNTON' TAUNTON YEW B&B
GROUNDCOVER / PERENNIALS
ACH #1 CONT.79 ACHILLEA MILLE. 'PAPRIKA'PAPRIKA YARROW 18" O.C.
ALS #1 CONT.105 ALLUM TANGUT. 'SUMMER BEAUTY'SUMMER BEAUTY WILD ONION 18" O.C.
CAA #1 CONT.49 CALAMAGROSTIS ACUT. 'STRICTUS' STRICTUS FEATHER REED GRASS
HEM #1 CONT.164 HEMEROCALLIS 'STELLA DE ORO'STELLA DE ORO DAYLILY 15" O.C.
LAV #1 CONT.52 LAVENDULA 'MUNSTEAD STRAIN'MUNSTEAD ENGLISH LAVENDAR 24" O.C.
SOD SQ. YD.70 SODDED LAWN
PLANT LIST
ORNAMENTAL TREES
ACG 2.0" CAL.5 ACER GRISEUM PAPERBARK MAPLE B&B / STD.
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIA
c
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I S
a r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
LG
Workshop
Landscape Architecture
Site Planning
Illustration
2324 W. Armitage Avenue
Chicago, IL 60647
ph.773.697.4388
www.LGWLA.com
,LLC
L.2
LANDSCAPE PLAN
14
LANDSCAPE NOTES
1.CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL PERMITS AND PERMISSIONS TO INSTALL THE
PROPOSED IMPROVEMENTS
2.ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL LANDSCAPING CODES AND
ZONING ORDINANCES.
3.PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL HAVE J.U.L.I.E (811) LOCATE AND MARK ALL
UNDERGROUND UTILITY FACILITIES AND LINES.
4.ALL PLANT MATERIALS (EXCEPT FOR GROUNDCOVER, ANNUALS, AND PERENNIALS) SHALL BE BALLED AND
BURLAPPED STOCK AND MEET CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S
STANDARD FOR NURSERY STOCK (ANSI 260.1-1986) OR EQUAL. PLANT MATERIALS MUST BE SUPPLIED
WITHIN A 150 MILE RADIUS OF PROJECT SITE WITHIN NORTHEAST ILLINOIS. CONTRACTOR MAY SUBSTITUTE
CONTAINER STOCK FOR SHRUBS IF SIZES ARE EQUAL TO SPECIFIED B&B STOCK, WITH THE APPROVAL OF
THE LANDSCAPE ARCHITECT.
5.IF SPECIFIED PLANTS ARE NOT AVAILABLE AT THE TIME OF ORDERING, PLANTS WITH SIMILAR WHOLESALE
VALUE AND LANDSCAPE CHARACTERISTICS MAY BE SUBSTITUTED UPON THE APPROVAL OF THE
LANDSCAPE ARCHITECT AND VILLAGE STAFF.
6.SOIL IN GROUNDCOVER AND PERENNIAL BEDS SHALL BE AMENDED USING 2 INCHES OF MUSHROOM
COMPOST INCORPORATED INTO THE TOP 4 INCHES OF SOIL.
7.DISTURBED AREAS TO RECEIVE SOD SHALL BE TILLED TO 6" DEPTH AND FINE GRADED TO PROVIDE SMOOTH
BASE SURFACE. IF EXISTING SOIL IS A MAJORITY OF CLAY OR UNSUITABLE, 2" OF FINE GRADED TOPSOIL
SHALL BE ADDED PRIOR TO TILLING. EXISTING SOD AREAS SHALL HAVE TURF REMOVED WITH AUTOMATED
SODCUTTER OR HAND SPACE TO REMOVE ALL BLADES AND ROOTS. 1" OF FIND GRADED TOPSOIL SHALL BE
TILLED AND GRADED.
8.TREE AND SHRUB BACKFILL MIXTURE SHALL BE 2 PARTS EXIST. NATIVE TOPSOIL AND 1 PART SPHAGNUM
PEAT MOSS W/ DECOMPOSED MANURE.
9.ALL SHRUB BEDS AND INDIVIDUAL TREE PLANTINGS, UNLESS OTHERWISE NOTED, SHALL RECEIVE A 3 INCH
LAYER OF SHREDDED HARDWOOD MULCH. ALL GROUNDCOVER, ANNUAL AND PERENNIAL BEDS SHALL
RECEIVE A 2 INCH LAYER OF THE SAME MULCH MATERIAL. COSTS FOR MULCH SHALL BE CONSIDERED
INCIDENTAL AND SHALL BE INCLUDED IN THE COST OF PLANTINGS.
10.NURSERY TAGS (SPECIES, SIZE) FOR ALL SHADE TREES SHALL REMAIN ATTACHED TO TREES UNTIL FINAL
APPROVAL FROM VILLAGE.
11.THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER A BONDED WRITTEN ONE-YEAR WARRANTY
AGREEMENT (BEGINNING ON THE OWNER'S POSSESSION DATE). THIS AGREEMENT SHALL COVER
MAINTENANCE, REPAIR, AND REPLACEMENT OF ALL DEAD OR DAMAGED LANDSCAPING TO PRESERVE THE
SAME QUANTITY AND QUALITY AS INITIALLY APPROVED.
12.CONTRACTOR SHALL PROVIDE A SEPARATE ESTIMATE FOR AN AUTOMATIC UNDERGROUND IRRIGATION
SYSTEM FOR COMPLETE EFFECTIVE COVERAGE OF ALL LAWN AREAS AND SHRUB BEDS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL AND APPLY FOR ALL NECESSARY PERMITS PRIOR TO
COMMENCING WORK. IRRIGATION PLANS SHALL INCLUDE HUNTER PRO-C CONTROLLER W/WIRELESS
SOLAR SYNC STATION AND HUNTER SPRAYHEADS AND NOZZLES, AND AN RPZ BACKFLOW PREVENTER.
IRRIGATION WORK SHALL BE WARRANTY ALL LABOR AND MATERIALS FOR 1 FULL YEAR AFTER INSTALLATION
AND TESTING.
13.TREES AND LARGE SHRUBS SHALL NOT BE LOCATED CLOSER THAN TEN (10) FEET TO FIRE HYDRANTS,
LIGHT AND TELEPHONE POLES, TRANSFORMERS OR OTHER ABOVE GROUND UTILITIES. ANY DISCREPANCY
ON THE PLAN RELATED TO THESE PROXIMATE UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT FOR RESOLUTION.
CROWN OF ROOTBALL FLUSH
WITH EXISTING GRADE
REMOVE BURLAP FROM TOP 1/2
OF BALL OR ENTIRE CONTAINER
3" HARDWOOD MULCH
PLANTING SOIL BACKFILL
EXISTING SUBGRADE
X"
X"X"
PLAN
SECTION
(TYP.)
1 SHADE TREE
PLANTING DETAIL
NOT TO SCALE
2 ORNAMENTAL TREE
PLANTING DETAIL
NOT TO SCALE
3 SHRUB
PLANTING DETAIL
NOT TO SCALE
4 PERENNIAL / ANNUAL
PLANTING DETAIL
NOT TO SCALE
CROWN OF ROOTBALL FLUSH WITH EXISTING
GRADE LEAVING TRUNK FLARE VISIBLE AT THE
TOP OF THE ROOTBALL
SHADE TREE WITH STRONG
CENTRAL LEADER
REMOVE ALL TWINE, ROPE, WIRE AND BURLAP
FROM TOP HALF OF ROOT BALL
4" HIGH SOIL SAUCER BEYOND EDGE OF
ROOT BALL
3" HARDWOOD MULCH LAYER IN 6'-0" DIAMETER RING
(DO NOT PLACE IN CONTACT WITH TREE TRUNK)
PLANTING SOIL BACKFILL
TAMPED SOIL AROUND BASE
ROOT BALL ON UNEXCAVATED OR TAMPED SOIL
(TYP.)
VARIES
NEVER CUT LEADERS TREE
SHALL BEAR SAME RELATION TO
FINISHED GRADE AS IT BORE TO
PREVIOUS GRADE.
NOTES:
REMOVE BURLAP FROM
TOP 1/3 OF BALL
3" HARDWOOD MULCH
UNDISTURBED SUBGRADE
PLANTING SOIL
ROOT BALL ON UNEXCAVATED
OR TAMPED SOIL
2" HARDWOOD MULCH
FINISHED GRADE
PLANTING BED RAISED FOR
ADEQUATE DRAINAGE
EXISTING SUBGRADE
VARIES
* DIMENSION OF ON-CENTER
PLANT SPACING IS INDICATED ON
MASTER PLANT LIST
5 TREE PRESERVATION
FENCING DETAIL
NOT TO SCALE
43,557 SFTOTAL SITE
3,500 SFPROPOSED BUILDING
PROPOSED OPEN SPACE 7,215 SF
LANDSCAPE DATA / CALCULATIONS
PARKWAY AND PARKWAY TREES
SPECIES REQUIRED
Sec. 9-129
3
FRONT AND CORNER SIDE YARDSSec. 9-133.3(a)
4 SHADE TREES AND 26 SHRUBS
2 EXIST. 1 PROPOSED
A MINIMUM OF ONE (1) OVERSTORY/SHADE,
ORNAMENTAL OR EVERGREEN TREES AND FIFTEEN
(15) SHRUBS FOR EVERY THIRTY (30) FEET OF
FRONTAGE SHALL BE PROVIDED
SOUTH 110 L.F.
5 SHADE TREES AND 30 SHRUBS
WEST 165 L.F.
1 SHADE TREES AND 11 SHRUBS
NORTH 89 L.F.
1 SHADE TREES AND 40 SHRUBS
EAST 248 L.F.
BARRIER FENCING AT
DRIPLINE OF CANOPY
48"MIN.8' MAX.FENCE POSTS 8' O.C. MAX.
BARRIER FENCING AT
DRIPLINE OF CANOPY
FENCE POSTS 8' O.C. MAX.
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIA
c
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I S
a r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
LG
Workshop
Landscape Architecture
Site Planning
Illustration
2324 W. Armitage Avenue
Chicago, IL 60647
ph.773.697.4388
www.LGWLA.com
,LLC
6 6' HEIGHT SCREEN
FENCE DETAIL
NOT TO SCALE
7" TOP RAIL
7" BOTTOM RAIL
COMPACTED CA6/ GRADE 8 GRAVEL
IN 6" LAYERS
7/8" X 6" T&G PICKET
4'-0"8'-0" O.C. OR LESS
6'-0"2" TYP.5" SQ. POST
LEGEND VINYL - SOLID PRIVACY 8'
WIDE - INTERNAL CAP - BY MASTER
HALCO OR SIMILAR.
COLOR: FINAL COLOR TBD BY
OWNER
VERIFY ALL PROPERTY LINES W/
SURVEYOR PRIOR TO INSTALLATION
L.3
LANDSCAPE DETAILS /
NOTES
15
GENERAL NOTES:
NEW CONCRETE
SIGNAGE
FIRE DEPARTMENT CONNECTION
SCALE:NORTH 1 SITE PLAN
1/16"=1'-0"
A.SEE CIVIL FOR GRADING PLAN. SEE CIVIL DRAWING FOR SITE DEMOLITION, NEW
PAVEMENT, SITE UTILITIES, SIGNAGE AND FINAL SITE DIMENSIONS.
B.SEE AS1.02 FOR ADDITIONAL SITE DETAILS.
C.VERIFY THE EXISTENCE OF AND PROTECT ALL EXISTING UTILITY LINES. EXCAVATE WITH
CARE.
D.INSTALL ADDRESS ON BUILDING AS REQUIRED BY LOCAL CODE.
E.PROVIDE KNOX BOX , PER FIRE DEPARTMENT REQUIREMENTS.
F.SEE CIVIL DRAWINGS FOR ADDITIONAL SITE SIGNAGE REQUIREMENTS.
G.CLEAN LOT AFTER SITE WORK AND AFTER CONSTRUCTION COMPLETION.
H. PROTECT ADJACENT PROPERTY. ANY DAMAGE IS TO BE REPAIRED AT CONTRACTOR
EXPENSE WITH PERMISSION OF ADJACENT BUILDING OWNER. FOR EXAMPLE, IF SOD IS
DAMAGED IT WILL BE REPLACED AND WATERED REGULARLY UNTIL ESTABLISHED.
I.PROVIDE EXPANSION JOINTS IN CONCRETE PAVING AND CURBS AS REQUIRED BY MFGR
SPECS, OR 30FT SPACING WHICHEVER IS LESS. REFER TO CIVIL DRAWINGS FOR MORE
INFORMATION AND DETAILS.
±240' PROPERTY LINE±172' -3" PROPERTY LINE
PROPOSED
3,500 SF
71'-5" X 49'-0"ONLYONLYBAKERYCASEFEM - CHIPS
10' HIGHWALL C
IG.DISPLAY WORK-TOPREFRIGERATORFOR DCCCUSTOMERTRASHSELF-SERVE HFDABOVE WITH DCCHOT HOLD BELOWCLERK-SERVE HFDABOVE W
ITHSTORAGE BELOWDBL-SIDEDTRASHTURBO AIRGRAB-N-GOCASESTORAGEPOSPOSTRASHIN-COUNTERLOTTODISPLAYBANANARACK
LOTTOMOMSAFESTORAGECIGSOTPCIGSOTP4' CANDY RACKFLOO
R
SPINN
ER
:
SUNG
LA
S
SE
S
GLOV
ESUMBRE
L
LA
S CHIL
I, CHEESE,NACHOS, & M/WsROLLERGRILLSDUMPSINKBUN D
R
AW
ER
WASTECONDIMENTS
WOMEN'S
5'-4"MEN'S106105BEVERAGEBARCO₂N₂N₂7'-2"7'-2"7'-0
"6'-10"
4'-0"
3'-9"3'-9"3'-9"9'-5"
4'-6"7'-8"6'-10"6'-10"7'-6"7'-6"4'-1"3'-11
"
6'-10"
4'-10"MERCHANDISE101ELECTRICAL107 SALES102BACKROOM104OFFICE103 8'-11"3'-9"
47'-3"CDC /TOTESREPLENISHMENTCART COOLER108ICE109108FREEZERFIRE RISERROOM3'-1"4'-3
"ATM1.ADA PARKING SIGN MOUNTED ON POST. SEE CIVIL FOR DETAILS.
2.ADA SIDEWALK RAMP TYP. SEE CIVIL.
3.EXISTING CONCRETE CURB AND GUTTER TO REMAIN.
4.NEW CONCRETE PAVEMENT TYP. SEE CIVIL.
5.PROVIDE ASPHALT PAVEMENT. SEE CIVIL PLANS FOR PAVING AND
GRADING DETAILS.
6.EXISTING CONCRETE SIDEWALK TO REMAIN.
7.1/2" ISOLATION JOINT ALONG PROFILE OF BUILDING AND WHERE
INDICATED, USE BITUMINOUS FILLER AND SEALANT ALONG EDGE.
8.CONCEALED LOCKABLE HOSE BIB.
9.FD CONNECTION, SEE CIVIL
10.PROVIDE TRASH ENCLOSURE. REFER TO AS1.02 FOR DETAILS.
11.AIR / VAC REFER TO CIVIL SHEETS FOR LOCATION.
12.MAIN DOOR
13.EXIT DOOR
14.PROPOSED FUEL CANOPY. REFER TO CIVIL.
15.PROPOSED UNDERGROUND FUEL TANKS. REFER TO CIVIL.
16.CO2 TANK/ CAGE INSTALLED / ANCHOR PER MANUFACTURER SPECS
BY GC.
17.EXISTING FIRE HYDRANT.
18.NEW BIKE RACK WITH 2 SPACES.
19.NEW PYLON SIGN
20.NEW LIGHT POLES REFER TO PHOTOMETRIC SHEET
21.NEW CONCRETE CURB REFER TO CIVIL SHEETS.
22.PROPOSED VENT STACK REFER TO CIVIL.
23.N2 TANK/ CAGE INSTALLED / ANCHOR PER MANUFACTURER SPECS BY
GC.
KEY NOTES:RT 59PROPOSED
3,500 SF
71'-5" X 49'-0"
RENWICK RD30' FRONT YARD SETBACK30' FRONT YARD SETBACKTHESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
SITE PLAN
AS1.01 16
9
A1.4
A1.4
A1.04
8 1/4" PER FOOT SLOPE TO DRAIN10
A1.4
7
S.S. HANDLE
A1.04
4
20 GA. DARK BRONZE CAP
FLASHING, GC SUPPLIED
N-1
20 GA. DARK BRONZE CAP
FLASHING, GC SUPPLIED
6 DUMPSTER ENCL. FOUNDATION SECTION
3/8" = 1'-0"
DUMPSTER
ENCL. SLAB
REF. CIVIL
DUMPSTER ENCL. SLAB
REF. CIVIL
10 SIDE DUMPSTER ENCL. ELEVATION
3/8" = 1'-0"
1 DUMPSTER ENCLOSURE PLAN
3/8" = 1'-0"
8 FRONT DUMPSTER ENCL. ELEVATION
3/8" = 1'-0"9 REAR DUMPSTER ENCL. ELEVATION
3/8" = 1'-0"
T.O. ENCLOSURE FRAMING
7'-4"
T.O. ENCLOSURE
FRAMING
7'-4"
REF. A6.1 FOR EXT.
FINISH SCHEDULE
DUMPSTER
ENCL. SLAB
REF. CIVIL
T.O. ENCLOSURE
FRAMING
7'-4"
PROVIDE PVC
SLEEVES
IN CONCRETE. TYP.7'-6"PROVIDE 3/4"PVC
SLEEVES IN
CONCRETE. TYP.
8 C.Y. DUMPSTER
PROVIDED BY
OTHERS
PROVIDE CONCRETE PAD IN FRONT OF
DUMPSTER ENCLOSURE ENTRANCE AND SHALL
BE CAPABLE OF WITHSTANDING A 20 TON
STATIONARY LOAD; REFERENCE CIVIL
1'-8"9'-4" HOLD 1'-8" HOLD
7"1'-0"1'-1"9'-11" HOLD 1'-1"11"11"
13'-10"10'-0"3'-4"3'-0"3'-0"3'-4"
MUELLER COR-6
ENCLOSURE DOOR
EDGE OF SLAB
6" PIPE BOLLARD FILLED
WITH CONCRETE, REF
DETAIL 5/A1.4
TYP OF (11)
12'-8"12'-8"MUELLER URETHANE
GATES PER MATERIAL
SCHEDULE, SHEET
A6.1 - PAINTED P-3
PROVIDE 3/4" PVC
SLEEVES IN
CONCRETE. TYP.
5/8" X 24" S.S. CANE
BOLT AT EACH GATE.
(ALTERNATE
SIDES OF PANEL)
REF. A6.1 FOR EXT.
FINISH SCHEDULE
REF. A6.1 FOR EXT.
FINISH SCHEDULE
2
A1.4
_____________________________________________________________
6
A1.4
_____________________________________________________________1'-8"12'-0"
N-1
6" MIN.
COMPACTED
FILL TYP.
1
2" PREMODLDED EXPANSION
JOINT FILLER TYP.
8" CONCRETE SLAB-WITH #5
REINF BARS
24" O.C. EA. WAY
1 DUMPSTER ENCL. WALL SECTION
3/8" = 1'-0"
SEE FNDN DETAIL BELOW
12'-8"3'-6"N-2 N-2
N-3 N-3
20 GA. DARK BRONZE CAP
FLASHING GC SUPPLIED
8X8 CMU
1
2" PREMOLDED
EXPANSION JOINT
FILLER
A1.4
#6 BARS @ 12" O.C. E. W.
CENTERED.5'-0" min.T.O. ENCLOSURE SLAB
REF CIVIL
N-1
T.O. ENCLOSURE FRAMING
7'-4"
3
7'-4"20 GA. DARK BRONZE CAP
FLASHING GC SUPPLIED
1'-3"4'-0"
(4)#6 BARS TOP AND
BOTTOM
#6 BARS @ 12" O.C. TOP
AND BOTTOM
#6 DOWELS 7'-0" LONG TO
MATCH CMU REINF.
8"
#6 VER BARS AT 24" O.C. IN
SOLID GROUTED CELLS.
5 TYPICAL BOLLARD SECTION
1/2" = 1'-0"
1'-0"6"3'-0"3'-6"MINIMUM1'-6"
DIAMETER
CONC. (MIN. 3000
PSI @ 28 DAYS)
6" STEEL PIPE FILLED
W/ CONC. - SMOOTH
TROWEL CROWN TOP
CROWN
FOOTING
REINF'G TOP,
BOT. & MIDDLE
1" STL. BOTTOM
1/2" x 14" REBAR
ANCHORS THRU
PIPE BOTH WAYS
6" STEEL PIPE
PAINTED PER
PAINT SCHEDULE1'-0"18" DIAMETER
CONCRETE
FOOTING
PLAN
UNOUNO 6'-0"GC SUPPLIED
UPPER ALUM. BRACKET
LOWER ALUM. BRACKET
6" RD. STEEL SCHEDULE 40
GALV. PIPE SHOWN DASHED
SET IN 18" CONC. FOOTING;
CONC. FOOTING 48" DEEP.
TOP OF STEEL PIPE CONCRETE
FILL TO BE STRIKED OFF FLAT
POST AND FOOTING. REF
STRUCTURAL SHEETS
4 GATE BOLLARD DETAIL
1/2" = 1'-0"1'-4"5'-8"6'-0"GATE OPENPOSITIONGATE CLOSED
POSITION
7 DETAIL - GATE
1 1/2" = 1'-0"
MUELLER
ENCLOSURE GATE
NICHIHA FIBER
CEMENT PANELS
8" BRICK AND CMU
WALL CONSTRUCTION
ALIGNED
6" STEEL JAMB POST.
CONCRETE FILLED.
PAINTED (P-3)
PIPE BOLLARD REF 5/A1.4
3"3 DETAIL - COPING
3" = 1'-0"
FINISH AS SCHEDULED
20 GA. DARK BRONZE CAP
FLASHING, GC SUPPLIED
1/2" APA RATED PLYWOOD
T.O. ENCLOSURE FRAMING
REF ELEVATIONS
SHIM
8" CMU
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
SITE DETAILS
AS1.02 17
AIR/VACUUM BY AIR-SERV GROUP, LLCELECTRICAL STUB-UP WITHELECTRICAL WEATHERPROOF BOXFRONT1. ELECTRICAL NEEDS ARE #10 WIRE (30 AMP) WITH GROUNDNOTE:MAXIMUM 2 PERCENT GRADE SLOPE EACH WAYREQUIRED FOR AMERICANS WITH DISABILITIES ACTFRONTPLAN3'-0"CONC CURB - REF CIVIL DRAWINGSMAX.2%SLOPEGC TO PROVIDE CONCRETE SLABAND UTILITIES. AIR SERV TO PROVIDEEQUIPMENT AND MAKE FINALCONNECTIONS.1'-6"6"5 1/2"MIN AA56'-0"3'-1" CENTER OF CARD READER3'-2" CENTER OF COIN SLOTCONCRETE PAVEMENT3'-0"6"3'-0"TOP OF GRADECONCRETE FOOTINGPER SPECS - 12" DIASONOTUBE X 36" LONG12"DIA6"4'-1"2H011PAINT VENT PIPES "EXTRA WHITE" SW7006.2PAINT VENT RACK, BOLLARDS AND ALL OTHEREXPOSED METALS "SEAL SKIN" SW7675.DUP2" SCHED 40 BLACK IRONELBOW BY GCPLANFRONTSIDE3'-6"1'-4"1'-6"24"
8"MINIMUM 4000 PSI CONCRETE FOUNDATI0NPER MANUFACTURER'S SPECIFICATIONS.SEE SPECIFICATIONS FOR SLUMP TEST.4'-0"VENT CAPS TO BE12' ABOVE GRADE1'-9"10"TYP2" VENT RISER PIPINGSIDEFRONTAIR VENT STACKWILL BE PERMITTEDUNDER SEPARATECANOPY SUBMITTAL22112' -0"2" BLACK IRONVENT RISER PIPING4'-1"THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWSITE DETAILSAS1.0318
KEYED NOTES
A.FIRE SAFE ALL PENETRATIONS THRU PARTITIONS.
B.PROVIDE ACCESSIBLE THRESHOLD AT EACH EXTERIOR DOOR-SEE DOOR SCHEDULE
C.PRIME INTERIOR WALLS, COLUMNS TRIM AND DOOR FRAMES
D.SEE STRUCTURAL FOR CONTROL AND ISOLATION JOINTS AT CONCRETE SLAB AND
AROUND COLUMNS
E.CONTACT OWNER REGARDING HOW THEY WANT TO REKEY THE LOCK FOR THE MAIN
ENTRY VS THE SERVICE DOOR, LANDLORD ROOM TO HAVE ELECTRONIC KEY PAD
KEY LOCK.
F.ARABIC NUMERALS AT LEAST FOUR INCHES HIGH WITH A MINIMUM STROKE WIDTH
OF 0.5 INCHES SHOWING THE ADDRESS OF THE BUILDING SHALL CONTRAST WITH
THE BACKGROUND, SHALL BE CONSTRUCTED OF DURABLE MATERIALS, BE
PERMANENTLY INSTALLED AND BE READILY VISIBLE. SCRIPT OR WRITTEN NUMBERS
ARE NOT PERMITTED. ADDITIONAL NUMBERS SHALL ALSO BE PLACED ON THE SIDE
OF THE BUILDINGS STREET ADDRESS.
G.AT SERVICE DOORS USED AS EXIT/ACCESS FOR FIRE FIGHTING, ARABIC NUMERALS
A MINIMUM OF FOUR INCHES IN HEIGHT WITH A MINIMUM STROKE OF 0.5 INCH SHALL
BE APPLIED TO THE ADDITIONAL DOOR TO INDICATE THE ADDRESS. THE ADDRESS
SHALL BE VISIBLE FROM THE PARKING LOT OR FIRE APPARATUS ACCESS.
H.THIS IS A SPRINKLERED BUILDING PER REQUIREMENT OF VILLAGE OF PLAINFIELD
SEE FP DRAWINGS FOR LAYOUT.
I.SEE STRUCTURAL FOR CONTROL JOINTS AND EXPANSION JOINTS.
J.ALL JOINT SYSTEMS IN RATED WALL ASSEMBLIES SHALL COMPLY WITH UL 2079.
K.ANY PENETRATIONS THROUGH RATED ASSEMBLIES SHALL COMPLY WITH UL 263.
L.PROVIDE A KNOX BOX TO ENABLE THE FIRE DISTRICT TO HAVE ACCESS TO THE
BUILDING AND THE BUILDING'S FIRE PROTECTION FEATURES.
M.G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITHIN THE BUILDING. THE TYPE,
SIZE, AND SPACING MUST MATCH THE SPECIFIC HAZARD THEY ARE TO PROTECT.
CONTACT THE FIRE DISTRICT FOR APPROVAL OF THE TYPES AND LOCATIONS OF
PORTABLE FIRE EXTINGUISHERS TO BE USED PRIOR TO FINAL OCCUPANCY.
1.METAL LADDER WITH ROOF HATCH.
2.ELECTRICAL PANEL.
3.SIAMESE CONNECTION.
WALL LEGEND
NEW SIP WALL SYSTEM
PROPOSED WORK NOTE
GENERAL NOTES
SCALE:NORTH 1 FLOOR PLAN
1/4"=1'-0"FEM - CHIPSCIGSOTPCIGSOTPBUN DRAWERWASTE
WOMEN'SMEN'S
106 105
MERCHANDISE
101
ELECTRICAL
107
SALES
102
BACKROOM
104
OFFICE
103
COOLER
108
ICE
109
108
FREEZER
FIRE RISER
ROOM
NEW MTL. STUD WALL
A3.01
1
A3.01
2
A3.01
4
A3.01
3
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
FLOOR PLAN
A1.01 19
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWEXTERIORELEVATIONS ANDSCHEDULEA3.0120
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWEXTERIOR COLORELEVATIONS ANDSCHEDULEA3.0221
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWFUEL CANOPYELEVATIONSA3.0322
SCALE:NORTH 1 PHOTOMETRIC PLAN
1/16"=1'-0"
NOTE: PHOTOMETRIC PLAN COMPLETED BY GE
SCALE:2 TYPICAL LIGHT POLE DETAIL
1/16"=1'-0"
NOTE: REFER TO PLAN FOR LIGHT POLE MOUNTING HEIGHTS.20'-0"EM
MH: 9
EM
MH: 9
8ft Batten
MH: 10
8ft Batten
MH: 10
8ft Batten
MH: 10
8ft Batten
MH: 10
4ft batten
MH: 10
EWS3 A7
MH: 12
EWS3 A7
MH: 12
EWS3 A7
MH: 12
EWS3 A7
MH: 12
EWS3 A7
MH: 12
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
SG3D1
MH: 20
SG3D1
MH: 20
SG3D1
MH: 20
SC3D1
MH: 20
EWS3 D3
MH: 12
SC3D1
MH: 20
D3G3D1
MH: 20
SG3D1
MH: 20
D3G3D1
MH: 20
SC3D1
MH: 20
SC3D1
MH: 20
SC3D1
MH: 20
14.8
6.3
12.1 12.3
9.9 7.1
0.5 0.4 0.5 0.9 2.0 5.6 12.3 12.8
13.9
14.0
10.3
8.7
7.4
13.3 13.3 8.6 4.8
33.6 45.2 45.6 34.4
27.4 37.1 37.3 27.8
33.5 45.5 45.5 33.5
22.9 30.9 30.9 22.9
13.9 18.5 18.5 13.9
27.7 37.2 37.2 27.5
32.0 42.6 42.6 31.8
28.4 37.2 37.1 28.1
34.8 45.1 44.6 33.3
5.8 3.6 2.2 1.7 1.8 5.5 10.3 11.7 7.1 5.0 6.9 5.4
5.4 4.4 3.0 1.9 2.1 4.5 7.2 9.3 6.5 5.7 10.3 8.2
3.5 2.8 2.6 2.6 2.2 1.8 1.7 2.2 4.5 7.1 7.8 6.0 6.0
3.4 4.5 2.6 1.6 1.5 1.3 1.3 1.6 3.1 6.8 8.1 8.9 5.8 5.7
5.6 5.7 3.1 2.2 2.0 1.9 2.0 3.0 4.2
4.3 6.0 5.1 5.3 5.5 5.2 4.8 6.4 11.3
3.4 7.0 12.9 18.6 20.0 17.2 10.6 8.5 10.8
3.3 8.6 17.4 9.1 10.3
2.7 8.3 15.5 6.7
2.4 8.2 16.0 5.4
2.2 6.7 12.6 4.5
2.2 5.4 8.6 4.1
3.0 7.6 13.2 5.1
7.2 10.3 16.9 7.3
7.3 11.1 16.3 10.3
9.9 12.8 17.8 8.8
13.0 12.2 16.6 21.8 22.1 18.2 9.8 6.8 11.3
10.2 7.5 7.4 6.8 6.2 5.0 3.4 2.9 3.4 10.5
9.7 5.6 3.8 2.8 2.2 1.7 1.3 1.2 2.0 4.5 5.5 6.7 4.9 4.2 3.8 2.5
2.7 3.6 2.8 2.1 1.4 0.9 0.6 0.7 1.0 2.3 3.4 3.9 4.3 4.3 3.9 2.4
2.0 3.0 4.7 3.2 1.8 0.9 0.5 0.5 0.6 1.2 1.8 2.8 4.4 6.4 4.8
4.6 4.8 3.0 1.4 0.7 0.5 0.4 0.7 1.1 2.1 4.8 9.2 6.5
3.0 2.7 1.7 0.9 0.5 0.4 0.5 0.9 1.9 5.1 11.7 10.9
16.8 20.1
15.1 18.6
7.0 10.6
3.9 7.2
3.4 7.1
3.3 7.1
3.9 7.5
6.1 9.6
12.7 16.8
15.0 20.4
20.2 11.7 9.0 11.8
14.2 7.4 6.1 6.8
13.0 8.3 5.0
20.5 10.9 6.3
0.3 0.4 0.8 3.0 1.8 1.4 0.9 0.6 0.4 0.4 0.6 1.3 3.7 10.1 10.1 13.0 1.5 0.5
0.3
0.3
0.3
0.4
0.5
0.8
1.9
2.7
1.6
0.2
0.1
0.0
0.0
0.0
0.1
0.9
1.4
1.2
1.3
1.3
1.2
1.4
1.3
0.7
1.12.33.33.65.311.610.512.91.70.90.81.31.71.91.41.00.6
0.9
1.3
1.8
2.0
3.3
3.3
2.2
1.4
1.0
0.9
0.8
0.8
1.2
3.7
6.3
8.1
11.0
11.2
13.0
2.3
1.3
0.6
0.3
0.3
General Approach
Entrance 1
Entrance 2
Entrance 3
Gas Canopy
Parking 1
Parking 2
Parking 3
Dumpster
Air Pump
BC6
5
1
.
1
1
IL-59RENWICK RD
F
F F
ONLYONLYTHESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
PHOTOMETRIC PLAN
PH 1.01 23
SOURCE:STATION DESIGNATION: #5472ESTABLISHED BY: PATRICK ENGINEERING INC.DATE:NOVEMBER 20, 2013ELEVATION: 607.27 (PUBLISHED AND HELD)DATUM: NAVD88DESCRIPTION: (NE CORNER OF RENWICK ROAD AND HOWARDSTREET) - STEEL ROD LOCATED 40 FEET WEST OF THE EDGEOF PAVEMENT OF HOWARD STREET AND 10 FEET SOUTH OF APRIVATE FENCE AND 5 FEET NORTH OF THE NORTH EDGE OFA SIDEWALKSITE:STATION DESIGNATION: #1ESTABLISHED BY: V3 COMPANIESDATE:APRIL 9, 2019ELEVATION: 611.06 (MEASURED)DATUM: NAVD88DESCRIPTION: NORTHWEST ARROW ON FIRE HYDRANTLOCATED AT THE NORTHEAST CORNER OF ILLINOIS 59 ANDWEST NORMAN AVENUE.STATION DESIGNATION: #2ESTABLISHED BY: V3 COMPANIESDATE:APRIL 9, 2019ELEVATION: 608.16 (MEASURED)DATUM: NAVD88DESCRIPTION: CUT CROSS ON THE SOUTHWEST CORNER OFCONCRETE PAD FOR TRAFFIC CONTROL BOX LOCATED ATTHE NORTHEAST CORNER OF ILLINOIS 59 AND RENWICK ROAD.NO SCALEPROJECT TEAMENGINEEROWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Brad Prischmanbprischman@v3co.comProject Engineer: Dan Freedfree@v3co.comPLAINFIELD, ILLINOISTITLE SHEETPRELIMINARY SITE PLANPRELIMINARY GRADING PLANPRELIMINARY UTILITY PLANC0.0C1.0C2.0C3.0PRELIMINARY ENGINEERING PLANSARCHITECTVequity400 North State Street, Suite 400Chicago, Illinois 60654312 985 0987Contact: Kim WardIlekis Associates223 West Jackson Blvd, Suite 1000Chicago, IL 60606312 419 0009Contact: Artur UchanskiCIVIL ENGINEERING PLANS7 ELEVENNO SCALEPROJECTLOCATIONINDEXDRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C0 Tsht19113.003.dwg4/26/2019PROJECTLOCATIONDESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com BENCHMARKSLOCATION MAPVICINITY MAP
C019113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
TITLE SHEET
7 ELEVEN
24
SCCSCCSCCSCCSCCSCC
608.54SCC
605.5930"5"25"608.95FFE
608
.55608.87608.98608.94608.38
608
.
4
6
6
08
.6
7 609.2060
8
.97
6
0
8
.67608
.4460
8
.76
6
09
.
1
0611.39610.
396"10"19"24"6"6"10"36"3"3"7"2"6
0
5
.29
6
06
.060
6
.0606.04"8"6"608.54FFE608.57FFE608.57FFE607.85607.84608.28609.50607.67608.20607.69608.16608.95FFE6
0
5
.9
6
0
6
.0606.
5
606
.
8606.
7606
.7607
.1
E
608.17608.30608.29608
.27608.3060
8
.30FIR 5/8FIR CAPFIR 5/8FIR 5/8FIP 3/4FIR 3/4 BENTONLYONLY
1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'RENWICK ROADW. NORMAN AVENUEILLINOIS 59 (DIVISION STREET)1 STORYSTONEBUILDING(GAS STATION)31.32'31.59'44.79'44.78'SIGNGAS PUMP(TYPICAL)~ASPHALT~~ASPHALT~~CONCRETE~~CONCRETE~~CONCRETE~~CONCRETE~P.E. R2010-056128 N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'
72.72'32.43'32.43'73.28'22.10'22.13'FENCE END7.63' N. & 3.43' W.FENCE END6.64' N. & 1.03' W.FENCE CORNER0.25' W.FENCE END4.45' N. & 2.87' W.FENCE CORNER2.00' W.0.74' W. &0.29' N.FENCE CORNER1.55' W.FENCE
4.74' W.
FENCE
3.29' W.0.25' N. &ON LINE0.05' N. &ON LINE2.79' S. &1.08' W.0.37' S. &0.39' E.66.00'0.29' N.0.01' N.PLAINFIELD ACRESSUBDIVISIONUNIT NO. 1(181.5')(181.5')(181.5')(181.5')(120.0')(120.0')
(120.0')
(120.0')SOUTH LINE OF SECTION 15-36-9WEST LINE OF SECTION 15-36-9EAST LINE OF SECTION 16-36-9
48.70'50.00'10.00'10' UTILITY EASEMENT
REC. JULY 16, 1992
DOC. NO. R92-5513830' BUILDING LINEDOC. 69411230' BUILDING LINEDOC.694112 30' BUILDING LINEDOC.694112OVERHANG5' PUBLIC UTILITY EASEMENT DOC. 69411210' BUILDING LINEDOC. 69411215' SETBACKPER ZONING REPORT10.00'10.00'LOT 1LOT 2PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERMANENT EASEMENTREC. JUNE 4, 2010DOC. NO. R2010-056128
TRANS.SBM#1SBM#2LOT 3LOT 410' BUILDING LINEDOC.69411215' SETBACKPER ZONING REPORT30' SETBACK
PER ZONING REPORT
15.00'15.00'
43.33'
43.13'OWNER:MIGUEL SANDOVALOWNER:TED D. MAYPROPOSEDBUILDING3,500 SF71'-5" X 49'-0"9'(TYP)5'11'18'8'TURN DOWN CURB &SIDEWALK (TYP)6.18 CURB &GUTTER (TYP)TRASHENCLOSURE18.1'8'8.8'18'PROPOSED MONUMENT SIGN41'37.2'17.8'36.7'8'6'31'R10'R5'R10'R2'R18'R5'R25'R5'R10'R5'R10'R50'R10'R10'R5'R18'R2'R3'R5'R5'IL-59(IDOT JURISDICTION)RENWICK ROAD(VILLAGE OF PLAINFIELD JURISDICTION)W. NORMAN AVENUE(VILLAGE OF PLAINFIELD JURISDICTION)12.7'84.7'119.8'83.5'915352.2'36.2'5'5'5'5'AIR VACR3.5'R3'R3'R3'R3'6' PRIVACY FENCE LOCATED3' FROM THE PROPERTYLINE. SEE LANDSCAPEPLANS FOR DETAILS.ADA PARKING STALLAND SIGNAGEDRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C1 Site19113.003.dwg4/26/2019PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
GRAPHIC SCALEC119113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
PRELIMINARY SITE PLAN
7 ELEVEN CONCRETE PAVEMENTHEAVY DUTY HMA PAVEMENT8" P.C. CONCRETE PAVEMENT WITH (6X6/W2.9=W2.9) W.W.F.4" AGGREGATE BASE COURSE - CA6GEOTEXTILE FABRIC5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE - CA6PAVING LEGEND1.5" HMA SURFACE COURSE, MIX C N503.0" HMA BINDER COURSE, IL 19.010" AGGREGATE BASE COURSE - CA6GEOTEXTILE FABRICCONCRETE SIDEWALKREGULAR HMA PAVEMENT1.5" HMA SURFACE COURSE, MIX C N502.5" HMA BINDER COURSE, IL 19.08" AGGREGATE BASE COURSE - CA6GEOTEXTILE FABRICNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW 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.CURB LEGENDB6.18 REGULAR PITCH CURB AND GUTTERB6.18 REVERSE PITCH CURB AND GUTTERB6.18 DEPRESSED CURB AND GUTTERSITE SUMMARYSTANDARD STALLS = 17ACCESSIBLE STALLS = 1TOTAL PARKNG PROVIDED = 18PROVIDED STALLS 1 SPACE PER 300 SF = 12 SPACESREQUIRED STALLS B-3 HIGHWAY BUSINESS DISTRICTZONING LOT AREA 43,557 SF ( 0.99 AC)PROPOSED BUILDING 3,500 SFPARKING SUMMARYSTORMWATER SUMMARYPER VILLAGE OF PLAINFIELD ORDINANCE, 1747PROPERTIES THAT ARE LESS THAN AN ACRE INAREA REQUIRE BEST MANAGEMENTPRACTICES (BMPS) AND NO STORMWATERRELEASE OR STORAGE STRUCTURES.25
607
.930"5"25"6
0
8
.2
8608.
2
6608
.27608.
8
0 608.82608.83609.14608.72608.70608
.23608.
55
608
.
6
860
8
.89608.8260
8
.59608.9608.8608.8
6
08
.5
460
8
.16
608
.
1
4608.59608.63608.12608.13608.12608
.
4
6 608
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.40
1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'RENWICK ROADW. NORMAN AVENUEILLINOIS 59 (DIVISION STREET)1 STORYSTONEBUILDING(GAS STATION)31.32'31.59'44.79'44.78'608608608608
6
0
8
608N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'607606606607608608608607 609
6
0
8608607608
60960860
9
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608 608 610
PLAINFIELD ACRESSUBDIVISIONUNIT NO. 1(181.5')(181.5')(181.5')(181.5')(120.0')(120.0')
(120.0')
(120.0')SOUTH LINE OF SECTION 15-36-9WEST LINE OF SECTION 15-36-9EAST LINE OF SECTION 16-36-9
48.70'50.00'30' BUILDING LINEDOC. 69411230' BUILDING LINEDOC.694112 30' BUILDING LINEDOC.69411210' BUILDING LINEDOC. 69411215' SETBACKPER ZONING REPORT10.00'10.00'LOT 1LOT 2LOT 3LOT 410' BUILDING LINEDOC.69411215' SETBACKPER ZONING REPORT30' SETBACK
PER ZONING REPORT
15.00'15.00'
43.33'
43.13'OWNER:MIGUEL SANDOVALOWNER:TED D. MAYPROPOSEDBUILDING3,500 SF71'-5" X 49'-0"607.50± M.E.608.20± M.E.E/P 606.58± M.E.6
0
6
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±
M
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/
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±
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.
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.T/C 606.65± M.E.606.05± M.E.606.00± M.E.607.00± M.E.608.00± M.E.609.00± M.E.609.00± M.E.608.38± M.E.607.85± M.E.607.90± M.E.607.95± M.E.608.00± M.E.608.49± M.E.E/P 608.75± M.E.T/C 609.12± M.E.608.95± M.E.608.75± M.E.E/P 608.44± M.E.T/C 608.82± M.E.608.00± M.E.608.00± M.E.607.80± M.E.608.02± M.E.608.17± M.E.609.35609.20609.00608.75608.90FFE = 609.50608.35609.10609.35609.10609.35609.50609.35R 607.85R 607.80609.50609.50609.35609.50609.50609.35609.10609.10608.50606.90608.35± M.E.608.45± M.E.IL-59(IDOT JURISDICTION)RENWICK ROAD(VILLAGE OF PLAINFIELD JURISDICTION)W. NORMAN AVENUE(VILLAGE OF PLAINFIELD JURISDICTION)DRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C2 Grd19113.003.dwg4/26/2019PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
GRAPHIC SCALEC219113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
PRELIMINARY GRADING PLAN
7 ELEVEN NOTES:1.ALL PAVEMENT SPOT GRADE ELEVATIONSAND RIM ELEVATIONS WITHIN OR ALONGCURB AND GUTTER REFER TO EDGE OFPAVEMENT ELEVATIONS UNLESS OTHERWISENOTED.2.ALL ELEVATIONS SHOWN DEPICT FINISHEDGRADE UNLESS OTHERWISE NOTED.SUBTRACT TOPSOIL THICKNESS ORPAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.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%.STORMWATER SUMMARYSITE AREA0.9999 ACPER VILLAGE OF PLAINFIELD ORDINANCE, 1747PROPERTIES THAT ARE LESS THAN AN ACRE INAREA REQUIRE BEST MANAGEMENT PRACTICES(BMPS) AND NO STORMWATER RELEASE ORSTORAGE STRUCTURES.BMPS WILL INCLUDE A HYDRODYNAMICSEPARATOR TO IMPROVE WATER QUALITYBEFORE STORMWATER IS RELEASED TO THEEXISTING STORMWATER MANAGEMENT SYSTEMUNDERNEATH IL-59.EXISTINGPROPOSEDDESCRIPTIONUTILITY STRUCTURE WITH CLOSED LIDCURB INLETDRAINAGE STRUCTURE WITH OPEN LIDFIRE HYDRANTVALVE IN VALVE BOXGATE VALVE IN VALVE VAULTFLARED END SECTION (F.E.S.)710706.0CONTOURSPOT ELEVATIONSTORMWATER FLOW DIRECTIONSTORMWATER OVERFLOW ROUTELEGEND26
607.14607.15606.82608.00607.21 608.47 607.25 607.68608.95FFE
608.55608.87608.98608.94608.
38
6
08
.4
6
6
0
8
.67609.20608
.97608
.67608.44608.76
6
0
9
.10611.39
610
.
3
9
G606.10605.45
605
.29
G 608.54FFE608.57FFE608.57FFE607.85607.84608.28609.50607.67608.20607.69608.16 608.95FFEE
608.17608.30608.29608.27608.3060
8
.30
1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'1 STORYSTONEBUILDING(GAS STATION)31.32'31.59'44.79'44.78'P.E. R2010-056128 N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'#2238WATER VALVE VAULTRIM=607.65T/P 12" DIP E/W=599.65#2167SANITARY MANHOLERIM=607.66IE 8" PVC S=599.362 VERTICAL PVC PIPES#1196STORM SEWERRIM=608.55IE 24" RCP N=601.15IE 12" RCP E=603.00IE 12" RCP S=601.15#1142INLETRIM=606.82IE 12" RCP N=605.47#1130CURB INLETRIM=607.14IE 12" RCP S=604.44#1141CURB INLETRIM=607.15IE 12" RCP N=603.73IE 12" RCP S=603.75IE 12" RCP W=603.62#1473CURB INLETRIM=608.47IE 12" RCP N=COULD NOT ACCESSIE 12" RCP E=COULD NOT ACCESSIE 4" CPP N=COULD NOT ACCESS#1542INLETRIM=607.25IE 12" RCP N/S/W=602.90#1577CURB INLETRIM=607.68IE 12" RCP S=604.08#1438CURB INLETRIM=607.21IE 12" RCP N=604.23#1400CURB INLETRIM=608.00IE 12" RCP W=602.00#1910CURB INLETRIM=606.10IE 12" RCP S=602.30#2014CURB INLETRIM=605.45IE 12" RCP S=602.0910.00'10' UTILITY EASEMENT
REC. JULY 16, 1992
DOC. NO. R92-55138
5' PUBLIC UTILITY EASEMENT DOC. 694112 PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERMANENT EASEMENTREC. JUNE 4, 2010DOC. NO. R2010-056128
PROPOSEDBUILDING3,500 SF71'-5" X 49'-0"IL-59(IDOT JURISDICTION)RENWICK ROAD(VILLAGE OF PLAINFIELD JURISDICTION)W. NORMAN AVENUE(VILLAGE OF PLAINFIELD JURISDICTION)6" CANOPY DRAIN CONNECTION6" ROOF DRAINCONNECTION6" SANITARY SEWER STUB6" FIRE/DOMESTICWATER SERVICE STUBCONNECT TO EXISTINGSANITARY MANHOLEIE: 599.36REPLACE INLET WITHHYDRODYNAMIC SEPARATOR(WATER QUALITY STRUCTURE)AND CONNECT TO EXISTING12" STORM SEWERIE: 602.906" PRESSURE CONNECTION TO EX. 12" WATERMAINLIGHT POLE (TYP)WYE CONNECT 6" ROOF DRAIN TO 12" PIPE6" PVCSTORM12" RCPSTORM12" RCP STORMEXISTING12" STORMSEWER TOREMAINFF = 609.5PROPOSED LIGHT POLE.SEE ARCHITECTURALPLANS FOR DETAILSEX. 6" SANITARYTO REMAIN6" DIPWATERMAIN6" PVCSTORMDRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C3 Util19113.003.dwg4/26/2019PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
GRAPHIC SCALEC319113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
PRELIMINARY UTILITY PLAN
7 ELEVEN NOTES:1.CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OF ALLEXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANYDISCREPANCIES IMMEDIATELY.2.UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORMSTRUCTURES IN PAVEMENT SHALL BE NEENAH R-2502 WITH TYPE D LIDOR APPROVED EQUAL, AND FRAME AND CLOSED LID STORMSTRUCTURES IN PAVEMENT SHALL BE NEENAH R-1772 OR APPROVEDEQUAL. FRAME AND OPEN LID STORM STRUCTURES IN OPEN SPACESHALL BE R-4340-B OR APPROVED EQUAL. ALL FRAME AND GRATESSHALL CONFORM TO LOCAL MUNICIPALITY REQUIREMENTS.3.LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSESONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.SANITARY SEWERSANITARY FORCE MAINSTORM SEWERWATER MAINUTILITY STRUCTURE WITH CLOSED LIDCURB INLETDRAINAGE STRUCTURE WITH OPEN LIDFIRE HYDRANTVALVE IN VALVE BOX GATE VALVE IN VALVE VAULTFLARED END SECTION (F.E.S.)LIGHT STANDARDEXISTINGPROPOSEDDESCRIPTIONCOMBINED SEWEROVERHEAD ELECTRICOVERHEAD TELEPHONEOVERHEAD WIREUNDERGROUND ELECTRICUNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICOVERHEAD UTILITY POLELEGEND27
Plan Commission Record of Minutes
Date: April 2, 2019 Location: Village Hall CALL TO ORDER, PLEDGE, & ROLL CALL
Chairman Kiefer called the Plan Commission meeting to order at 7:00 p.m. and led the pledge to the flag. ROLL CALL: Commissioners Heinen, Renzi, Ruane, Seggebruch, Womack and Chairman Kiefer were
present. Commissioner Womack was absent. Plainfield Fire Protection District was present. Plainfield Public Library District, Plainfield Township Park District and Plainfield Community Consolidated School
District 202 were absent.
OTHERS PRESENT: Jonathan Proulx, Director of Planning; and Yuchen Ding, Associate Planner.
APPROVAL OF MINUTES
PUBLIC COMMENTS
Chairman Kiefer asked for public comment and there was no response.
DEVELOPMENT REPORT No Report.
OLD BUSINESS Case No. 1814-081318.AA.SU.PP East side of Steiner Rd. between 143rd St. & Rte. 126 Edward Mattox
Commissioner Ruane made a motion to continue the case and public hearing to the April 16, 2019 Plan Commission meeting.
Seconded by Commissioner Minnis. Vote by roll call: Seggebruch, yes; Ruane, yes; Womack, yes; Renzi, yes; Heinen, yes; Minnis, yes; Kiefer, yes. Motion carried 6-0.
NEW BUSINESS Case No. 1830-021619.AA 16417 S. Forest Edge Dr. Angela Krueger
Mr. Ding stated the applicant is seeking to annex the subject parcel in unincorporated Will County, east of South Forest Edge drive and west of DuPage River, into the Village of Plainfield. The parcel is currently
improved for residential use with a one (1)-story/ranch with three (3) separate apartments, paved parking lot, and a septic tank. Mr. Ding added the subject site at 16417 South Forest Edge Drive is approximately
1.77 acres (71,101.2 square feet). The parcel is improved with a multi-unit residential building of
approximately 3,113 square feet, a paved parking lot, and a one thousand-gallon septic tank at the back of the house. The subject parcel is contiguous to the Village of Plainfield’s municipal boundary via the existing Village boundary south of the parcel.
Mr. Ding reviewed the staff report dated March 29, 2019. Mr. Ding concluded staff believes the
proposed annexation is a logical extension of the Village’s boundaries. Prior to any public comment and
discussion by the Plan Commission, staff recommends approval.
Chairman Kiefer swore in John Argoudelis, attorney; and Angela Krueger, applicant. Mr. Argoudelis
stated Ms. Krueger was informed by Will County the multi-tenant use is non-conforming. Mr. Argoudelis indicated the multi-tenant use has been this way for a long time and the applicant would like
to continue using the property that way. Chairman Kiefer asked for public comment and there was no response. 28
Plan Commission Minutes April 2, 2019
Page 2 of 3
2
Commissioner Renzi asked what engineering issues the property has. Ms. Krueger stated she is not aware of any engineering issues. Mr. Ding indicated currently there are no clear engineering issues.
Commissioner Renzi asked staff if the non-conforming use would terminate if the applicant sold the
property. Mr. Proulx stated the Village code states the use stays with the property but stated if the structure is demolished the owner may not be able to build a multi-tenant structure. Mr. Proulx stated
staff is comfortable with this situation since the parcel has been used this way for decades and because of
the size of the parcel.
Commissioner Ruane asked for clarification on the size of the property, since 2 acres would be subject to
additional improvements. Mr. Ding stated the survey includes the right-of-way. Ms. Krueger indicated the survey includes the right-of-way and a portion on the river. Commissioner Ruane stated he would
agree the property is under 2 acres.
Commissioner Seggebruch asked the applicant how long she owned the property. Ms. Krueger stated she
purchased it in October of 2007. Commissioner Seggebruch asked if the structure was already divided into 3-units. Ms. Krueger confirmed. Commissioner Seggebruch asked the applicant to explain the layout of the structure. Ms. Krueger proceed to described how the structure is divided into the 3-units.
Commissioner Seggebruch asked if the structure has a basement. Ms. Krueger stated the basement is under the unit that she occupies. Commissioner Seggebruch asked if all the units are occupied. Ms.
Krueger indicated that there is one vacant unit. Commissioner Seggebruch expressed his issues which
include; coming to the Village to avoid problems with the County, if all three units were to ever become rentals, and that the non-conformity does not end if property is sold. Commissioner Seggebruch believes
that the owner currently living in one of the units and amount of open space on the property is a plus.
Commissioner Ruane made a motion to recommend approval of the annexation of the parcels commonly
known as 16417 South Forest Edge Drive (Parcel Identification Number 06-03-20-400-008-0000), as a logical extension of the Village of Plainfield.
Seconded by Commissioner Minnis. Vote by roll call: Heinen, no; Renzi, yes; Seggebruch, yes; Minnis,
yes; Ruane, yes, Kiefer, yes. Motion carried 5-1.
Case No. Will County Case 12019 S. Spaulding School Dr. Peironi Motors, Inc.
Mr. Ding stated the petitioner is seeking approval from Will County for a special use permit to allow for light equipment sales in order to establish an internet-based used car dealership. According to the Will County Zoning Code, a light equipment sales/rental business under the Vehicle and Equipment Sales and
Service category in I-1 Limited Industrial zoning district would require a special permit. Mr. Ding added the subject property consists of a three (3)-unit building for light industrial businesses and a paved
parking lot on approximately 0.8 acre, located on the east side of South Spaulding School Drive in the
northern part of the Wolf Creek Industrial Park.
Mr. Ding reviewed the staff report dated March 29, 2019. Mr. Ding concluded staff submits that the
proposed special use for 12019 South Spaulding School Drive will not adversely affect the character of nor the development in the industrial park. The location of the subject property is also in keeping with the
Village’s Comprehensive Plan, which has designated this area as light industrial/business park. Therefore, staff does not recommend objecting to this case.
Chairman Kiefer swore in the applicants, James Peironi and Angela Monday. Mr. Peironi explained that they currently sell auto accessories but need a special use to get a dealer’s license from the State.
Chairman Kiefer asked for public comment and there was no response.
29
Plan Commission Minutes April 2, 2019
Page 3 of 3
3
Commissioner Minnis asked the applicant if they occupy only one unit in the building. Mr. Peironi confirmed. Commissioner Minnis asked if there will be auto repairs. Mr. Peironi stated no.
Commissioner Renzi asked for clarification if the commission will need to take action. Chairman Kiefer explained that the County will be taking the action and the Village is providing feedback at this time.
Chairman Kiefer indicated that the commission can take action with a motion of support or of objection.
Mr. Proulx stated legally since this use special is within a mile and a half of our Village we can object to the application if we do not support it. Mr. Proulx further explained that if the Plan Commission objects,
a motion can be made asking the Village Board to object to the application. Commissioner Renzi
suggested making a motion either way. Chairman Kiefer agreed.
Commissioner Seggebruch asked if there are any adjacent properties in the Village next to this parcel.
Mr. Proulx stated he does not believe so.
Commissioner Ruane made a motion that the Plan Commission does not object to the special use request. Seconded by Commissioner Heinen. Vote by roll call: Minnis, yes; Renzi, yes; Seggebruch, yes; Heinen,
yes; Ruane, yes, Kiefer, yes. Motion carried 6-0.
DISCUSSION
No Discussion.
Chairman Kiefer read the reminders. ADJOURN
Plan Commission meeting adjourned at 7:31 p.m.
Respectfully submitted by
Tracey Erickson
Tracey Erickson
Recording Secretary
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1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'RENWICK ROADW. NORMAN AVENUEILLINOIS 59 (DIVISION STREET)1 STORYSTONEBUILDING(GAS STATION)31.32'
31.59'44.79'44.78'SIGNGAS PUMP(TYPICAL)~ASPHALT~~ASPHALT~~CONCRETE~~CONCRETE~~CONCRETE~~CONCRETE~60860
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8
608P.E. R2010-056128
N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'607606606607608608608
607609
6
0
860860772.72'32.43'32.43'73.28'22.10'22.13'FENCE END7.63' N. & 3.43' W.FENCE END6.64' N. & 1.03' W.FENCE CORNER0.25' W.FENCE END4.45' N. & 2.87' W.FENCE CORNER2.00' W.0.74' W. &0.29' N.FENCE CORNER1.55' W.FENCE
4.74' W.
FENCE
3.29' W.0.25' N. &ON LINE0.05' N. &ON LINE2.79' S. &14.62' E.0.37' S. &8.02' E.608
60960860
9
606
608
60
7
608 608
610
66.00'0.29' N.0.01' N.#2238WATER VALVE VAULTRIM=607.65T/P 12" DIP E/W=599.65#2167SANITARY MANHOLERIM=607.66IE 8" PVC S=599.362 VERTICAL PVC PIPES#1196STORM SEWERRIM=608.55IE 24" RCP N=601.15IE 12" RCP E=603.00IE 12" RCP S=601.15#1142INLETRIM=606.82IE 12" RCP N=605.47#1130CURB INLETRIM=607.14IE 12" RCP S=604.44#1141CURB INLETRIM=607.15IE 12" RCP N=603.73IE 12" RCP S=603.75IE 12" RCP W=603.62#1473CURB INLETRIM=608.47IE 12" RCP N=COULD NOT ACCESSIE 12" RCP E=COULD NOT ACCESSIE 4" CPP N=COULD NOT ACCESS#1542INLETRIM=607.25IE 12" RCP N/S/W=602.90#1577CURB INLETRIM=607.68IE 12" RCP S=604.08#1438CURB INLETRIM=607.21IE 12" RCP N=604.23#1400CURB INLETRIM=608.00IE 12" RCP W=602.00#1910CURB INLETRIM=606.10IE 12" RCP S=602.30#2014CURB INLETRIM=605.45IE 12" RCP S=602.09#2391SANITARY MANHOLERIM=606.68IE 18" PVC E/W=591.37PLAINFIELD ACRESSUBDIVISIONUNIT NO. 1(181.5')(181.5')(181.5')(181.5')(120.0')
(120.0')
(120.0')
(120.0')SOUTH LINE OF SECTION 15-36-9WEST LINE OF SECTION 15-36-9
EAST LINE OF SECTION 16-36-9
48.70'50.00'10.00'10' UTILITY EASEMENT
REC. JULY 16, 1992
DOC. NO. R92-5513830' BUILDING LINEDOC. 69411230' BUILDING LINE
DOC.694112
30' BUILDING LINEDOC.694112OVERHANG5' PUBLIC UTILITY EASEMENT DOC. 69411210' BUILDING LINEDOC. 69411210.00'10.00'LOT 1LOT 2PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERMANENT EASEMENT
REC. JUNE 4, 2010
DOC. NO. R2010-056128
TRANS.SBM#1SBM#2LOT 3LOT 410' BUILDING LINEDOC.69411215' SETBACK
PER ZONING REPORT
43.33'
43.13'OWNER:MIGUEL SANDOVALOWNER:TED D. MAYSURVEYOR CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF DUPAGE )TO:VEQUITY LLC, A DELAWARE SERIES LIMITED LIABILITY COMPANYCHICAGO TITLE INSURANCECOMPANYTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WEREMADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FORALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 6(b), 7(a), 7(b1), 8, 9, 11, 13, 16, 17 AND 20 OF TABLE ATHEREOF.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDSFOR BOUNDARY SURVEYS.THE FIELD WORK WAS COMPLETED ON APRIL 10, 2019.DATED THIS 22ND DAY OF APRIL, A.D., 2019.___________________________________________CHRISTOPHER D. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3189MY LICENSE EXPIRES ON NOVEMBER 30, 2020.V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.CDBARTOSZ@V3CO.COMGRAPHIC SCALEPART OF THE WEST 1/2 OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 36NORTH, RANGE 9 EAST OF THE THIRD PRINCPAL MERIDIAN IN WILL COUNTY, ILLINOISASPHALT 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 EDGE OF PAVEMENT 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 WALK782.62782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKA.P. ACCESSIBLE PARKINGT.F. TOP OF FOUNDATIONF.F. FINISHED FLOORABBREVIATIONSLEGENDCB 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.ETBEGUY POLEUTILITY POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLELIGHT STANDARDELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTTRANSFORMER PADPAINTED 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 LINEIRRIGATION HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADSB#BUSHSOIL BORING HOLE W/ NUMBERUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER MAIN (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)FOUND IRON RODFOUND PK NAILSET TRAVERSE POINTFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKESET PK NAILSET IRON PIPEFOUND IRON BARFOUND BRASS DISCSET CONCRETE MONUMENT WITH BRASS DISCFOUND IRON PIPEFIPSIPSBMFIBSPKFBDFIRFPKFRSTPSET CONCRETE MONUMENT WITH IRON PIPESCMFOUND CUT CROSSFCCFOUND MAG NAILFMGSET MAG NAILSMGPROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINESECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEEXISTING RIGHT-OF-WAY LINEPROPOSED RIGHT-OF-WAY LINEIRRIGATION CONTROL VALVEVICINITY MAPNOT TO SCALESITEBASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 41°35'40.72237"NLONGITUDE: 88°12'03.18243"WELLIPSOIDAL HEIGHT: 495.865 SFTGROUND SCALE FACTOR: 1.0000471627ALL MEASUREMENTS ARE ON THE GROUND.STATE PLANE MERIDIAN43557 SQ. FT.AREA1.000 ACRESBENCHMARKSOURCE:STATION DESIGNATION: #5472ESTABLISHED BY: PATRICK ENGINEERING INC.DATE: NOVEMBER 20, 2013ELEVATION: 607.27 (PUBLISHED AND HELD)DATUM: NAVD88DESCRIPTION: (NE CORNER OF RENWICK ROAD AND HOWARD STREET) -STEEL ROD LOCATED 40 FEET WEST OF THE EDGE OF PAVEMENT OFHOWARD STREET AND 10 FEET SOUTH OF A PRIVATE FENCE AND 5 FEETNORTH OF THE NORTH EDGE OF A SIDEWALKSITE:STATION DESIGNATION: #1ESTABLISHED BY: V3 COMPANIESDATE: APRIL 9, 2019ELEVATION: 611.06 (MEASURED)DATUM: NAVD88DESCRIPTION: NORTHWEST ARROW ON FIRE HYDRANT LOCATED AT THENORTHEAST CORNER OF ILLINOIS 59 AND WEST NORMAN AVENUE.STATION DESIGNATION: #2ESTABLISHED BY: V3 COMPANIESDATE: APRIL 9, 2019ELEVATION: 608.16 (MEASURED)DATUM: NAVD88DESCRIPTION: CUT CROSS ON THE SOUTHWEST CORNER OF CONCRETEPAD FOR TRAFFIC CONTROL BOX LOCATED AT THE NORTHEASTCORNER OF ILLINOIS 59 AND RENWICK ROAD.THE 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 USEOR COMMENCEMENT 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.THIS PROPERTY IS IN AN AREA OF MINIMAL FLOODING (ZONE X) ASDEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'SFLOOD INSURANCE RATE MAP OF WILL COUNTY, ILLINOIS(COMMUNITY PANEL NO. 17197C0127G) EFFECTIVE DATE FEBRUARY15, 2019.FLOOD HAZARD NOTEPER CHICAGO TITLE INSURANCE COMPANY FILE NO. 19NW1701755WFEFFECTIVE DATE: FEBRUARY 7, 2019 PROVIDED BY THE CLIENT.NOTES FROM SCHEDULE BEXCEPTIONSPLOTTEDHEREONYESJ.K.M.L.BUILDING LINE & 5' PUBLIC UTILITY EASEMENT; DOC. 694112PERPETUAL EASEMENTS; DOC. R2008-037886 & R2010-056128PERMANENT EASEMENT; DOC. R2008-037886 & R2010-056128ALL OTHER SCHEDULE B ITEMS ARE NON-POTTABLECLARIFICATION STATEMENTSa.the location cannot be determined from the record document;b.there was no observed evidence at the time of the fieldwork;c.blanket easement;d.it is not on, or does not touch, the surveyed property;e.limits access to an otherwise abutting right of way;f.the documents are illegible;g.indications that it may have been released or otherwise terminated.TERMS, CONDITIONS AND LIMITATIONS; DOC. R2007-142489(a)UTILITY ATLAS NOTES:CONTACTSRESPONSECOMCASTA. T. & T. DISTRIBUTIONCOM EDPLAINFIELD, VILLAGE OFMCI/WORLDCOMNICOR GASMETRO FIBERNET, LLCNO RESPONSENO RESPONSERESPONDED WITH ATLASNO RESPONSENO RESPONSENO RESPONSENO RESPONSEJ.U.L.I.E. DESIGN STAGE REQUEST DIG NUMBER X0930941RECEIVED 04/03/19ALL CONTACTS SUPPLIED BY J.U.L.I.E. WHERE SENT FAX REQUESTSFOR ATLAS INFORMATION BY 04/03/19NO RESPONSEUSIC LOCATION SERVICESLOTS 1 AND 2 IN PLAINFIELD ACRES SUBDIVISION UNIT NO. 1, BEING A SUBDIVISION OF THE SOUTH 2.301FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 15, IN TOWNSHIP 36 NORTH,RANGE 9, EAST OF THE THIRD PRINCIPAL MERDIAN, ACCORDING TO THE PLAT THEREOF RECORDEDJULY 2, 1951, IN PLAT BOOK 27, PAGE 55 AS DOCUMENT NO. 694112, IN WILL COUNTY, ILLINOISADDRESS: 15809 ILLINOIS 59, PLAINFIELD, ILLINOIS, 60544LEGAL DESCRIPTION1.COMPARE THIS PLAT, LEGAL DESCRIPTION AND ALL SURVEY POINTS AND MONUMENTS BEFORE ANYCONSTRUCTION, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SURVEYOR.2.DO NOT SCALE DIMENSIONS FROM THIS PLAT.3.THE LOCATION OF THE PROPERTY LINES SHOWN ON THE FACE OF THIS PLAT ARE BASED UPON THEDESCRIPTION AND INFORMATION FURNISHED BY THE CLIENT, TOGETHER WITH THE TITLECOMMITMENT. THE PARCEL WHICH IS DEFINED MAY NOT REFLECT ACTUAL OWNERSHIP, BUTREFLECTS WHAT WAS SURVEYED. FOR OWNERSHIP, CONSULT YOUR TITLE COMPANY.4.MANHOLES, INLETS AND OTHER UTILITY RIMS OR GRATES SHOWN HEREON ARE FROM FIELDLOCATION OF SUCH, AND ONLY REPRESENT SUCH UTILITY IMPROVEMENTS WHICH ARE VISIBLEFROM ABOVE GROUND AT TIME OF SURVEY, THROUGH A NORMAL SEARCH AND WALK THROUGH OFTHE SITE. THE LABELING OF THESE MANHOLES (SANITARY, WATER, ETC.) IS BASED SOLELY ON THE"STAMPED" MARKINGS OF THE RIM. NO UNDERGROUND OBSERVATIONS HAVE BEEN MADE TOVERIFY THE ACTUAL USE OR EXISTENCE OF UNDERGROUND UTILITIES. UNDERGROUND UTILITYLINES SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATED STRUCTURES IN COORDINATIONWITH ATLAS INFORMATION PROVIDED BY UTILITY COMPANIES THROUGH J.U.L.I.E.'S DESIGN STAGEPROCESS. SEE "UTILITY ATLAS NOTES" HEREON FOR SPECIFICS.5.NO UNDERGROUND UTILITIES, OR DRAIN TILES, IF ANY EXIST, SHOWN HEREON.6.THIS SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS IF SUCH ITEMS ARE HIDDEN BYLANDSCAPING OR ARE COVERED BY SUCH ITEMS AS DUMPSTERS, TRAILERS, CARS, DIRT, PAVINGOR SNOW. AT THE TIME OF THIS SURVEY, SNOW DID NOT COVER THE SITE. LAWN SPRINKLERSYSTEMS, IF ANY, ARE NOT SHOWN ON THIS SURVEY.7.OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENTREGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY SERVICE.8.CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANYDIGGING OR CONSTRUCTION.9.PUBLIC AND/OR PRIVATE RECORDS HAVE NOT BEEN SEARCHED TO PROVIDE ADDITIONALINFORMATION. OVERHEAD WIRES AND POLES (IF ANY EXIST) ARE SHOWN HEREON, HOWEVER THEIRFUNCTION AND DIMENSIONS HAVE NOT BEEN SHOWN.10.THERE WAS NO EVIDENCE OF ANY PARKING STALLS AT THE TIME OF SURVEY.11.IF NOT STATED OTHERWISE, ALL EASEMENTS AND SETBACK LINES SEE PER DOCUMENT NO. 694112.12.PROFESSIONAL LIABILITY INSURANCE POLICY OBTAINED BY THE SURVEYOR IN THE MINIMUMAMOUNT OF $1,000,000 TO BE IN EFFECT THROUGHOUT THE CONTRACT TERM.13.THERE ARE NO PROPOSED CHANGES IN STREET RIGHT OF WAY OR EVIDENCE OF RECENT STREETOR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THEFIELDWORK, THAT THE SURVEYOR IS AWARE.14.THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDINGADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.GENERAL NOTESREVISIONS
DATENO.DESCRIPTION
of1" =SCALE:
PROJECT MANAGER:DRAFTING COMPLETED:
CHECKED BY:FIELD WORK COMPLETED:
DRAWN BY:SHEET NO.
Project No:
Group No:
7325 Janes Avenue, Suite 100Engineers
Scientists
Surveyors
v3co.com
630.724.0384 fax
630.724.9200 voice
Woodridge, IL 60517
PREPARED FOR:
CDB
1120'
FUEL STORE, PLAINFIELD, IL 60544 (IL59)
ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY
KAR
CDB FUEL STOREPLAINFIELD, IL 60544 (IL59)ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEYOF19113.003
04-10-2019
04-22-2019
VP01.1
Vequity
400 N. State Street, Suite 400
Chicago, Illinois, 60654
312-985-0987YESYESVERIZONRESPONDED WITH "ALL CLEAR" CHR
I
S
TOPHER D. BARTOSZWOODRIDGE, I
LL
I
NO I S #3189PROFESSIONALLANDSURVEYORSTATEOFILLINOIS1.4-22-19 ADDRESSED CLIENT'S COMMENTSYESIEASEMENT DOC. NO. R92-55138N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\SVY\VP01.1\ALTTOP19113.003_20190410.dwg, 4/25/2019 10:29:04 AM, DWG To PDF.pc3
37
7- Eleven15809 RT 59PLAINFIELD, IL 60544OWNERVEQUITY LLC400 N. STATE ST.SUITE 400CHICAGO, IL 60654P. 312-985-0987SCALE:NORTH2PROJECT KEY PLANNTSSCALE:NORTH1VICINITY AERIAL MAPNTSPROJECT STATEMENTSTHESE DOCUMENTS WERE PREPARED UNDERMY SUPERVISION AND, TO THE BEST OF MYKNOWLEDGE, COMPLY WITH ALL LOCALBUILDING CODES.ALPHONSE A. ILEKISLICENSE EXPIRES 11/30/2020ENERGY STATEMENTI CERTIFY THAT I AM A REGISTERED ENERGY PROFESSIONAL (REP). I ALSO CERTIFY THAT TO THE BESTOF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT THE PLANS FORADDRESS: 15809 S Rt 59 PLAINFIELD, ILFULL COMPLY WITH THE REQUIREMENTS OF CHAPTER 18-13. ENERGY CONSERVATION OF THEMUNICIPAL CODE OF PLAINFIELD AS WELL AS THE STATE OF ILLINOIS ENERGY CONSERVATION ASREQUIRED BY STATE LEGISLATIONDATE: 04/26/19 ILLINOIS LICENSE # 01-8612ALPHONSE A. ILEKIS (ARCHITECT)LICENSE EXPIRES 11/30/20CODE SUMMARY·SEE AS1.01 FOR ALL REVIEW AND SUMMARIES.DIGGING NOTICECONTRACTOR TO VERIFY ALL LOCAL REQUIREMENTS IFDIGGING IS REQUIRED.ARCHITECT OF RECORDILEKIS ASSOCIATES223 WEST JACKSON BLVD.SUITE 1000CHICAGO, IL 60606P. 312-419-0009SCALE:3PERSPECTIVE VIEWNTS FOR REFERENCE ONLY±240' PROPERTY LINE ±172' -3" PROPERTY LINEIL-59RENWICK RDPROPOSED3,500 SF71'-5" X 49'-0"ONLYONLY
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWCOVER SHEET,DRAWING INDEX& PROJECT INFOG0.0038
±240' PROPERTY LINE±172' -3" PROPERTY LINE
IL-59RENWICK RD
PROPOSED
3,500 SF
71'-5" X 49'-0"ONLYONLY610+106
+105
+103
+101
TREE PRESERVATION AREA
TREES TO BE REMOVED
BARRIER FENCING (TYP.)
BARRIER FENCING (TYP.)
L.1
1.CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS AND PERMISSIONS TO PRUNE, REMOVE, AND/OR
TRANSPLANT ANY TREES ON SITE.
2.DEAD AND DYING MATERIAL ON THE SITE SHALL BE REMOVED OR PRUNED. MATERIALS NOT LABELED ON THE PROTECTION PLAN
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR REMEDIATION.
3.DURING CONSTRUCTION EXISTING TREES OVER FOUR INCHES IN CALIPER SHALL BE PROTECTED WITH BARRIER FENCING.
4.BARRIER FENCING SHALL BE OF A RIGID MATERIAL SUCH AS WOODEN SNOW FENCING, BRIGHTLY COLORED PLASTIC
CONSTRUCTION FENCING, CHAINLINK FENCING, AND SHALL BE INSTALLED AT THE PERIPHERY OF THE DRIP LINE OF THE TREE OR
AT A DISTANCE OF ONE FOOT (1') FOR EVERY CALIPER INCH AS MEASURED AT TWELVE INCHES (12") ABOVE THE ESTABLISHED
GROUND LEVEL, WHICHEVER IS GREATER. SUCH FENCING SHALL BE SECURELY FASTENED TO METAL FENCE POSTS SPACED A
MAXIMUM OF EIGHT FEET (8') APART.
5.BARRIER FENCING SHOWN ON THE PLAN IS APPROXIMATE. CONTRACTOR SHALL ADJUST LOCATION OF BARRIER TO POSITION
OUTLINED IN COMMENT 4.
6.NO EXCESS SOIL OR ADDITIONAL FILL, BUILDING MATERIALS OR DEBRIS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER.
7.NO VEHICLES OR HEAVY MACHINERY SHALL BE ALLOWED TO WORK WITHIN THE BARRIER AREA.
8.NO ATTACHMENTS OR WIRES, OTHER THAN PROTECTIVE GUY WIRES, SHALL BE ATTACHED TO ANY OF THE TREES WHICH ARE
WITHIN PROTECTIVE BARRIER.
9.TREES MARKED FOR PRUNING SHALL HAVE OVERGROWTH AND UP TO 30% MAX. OF SECONDARY AND TERTIARY LIMBS REMOVED
BY A CERTIFIED ARBORIST, FOR LONG TERM TREE HEALTH, PROPER GROWTH, AND HABIT.
10.STUMPS OR TREE REMAINS NOT TO BE FULLY EXCAVATED SHALL BE REMOVED. A STUMP GRINDER SHALL BE USED TO REMOVE
ALL REMAINING ROOTS AND WOODY MATERIAL. WITHIN A 24" RADIUS OF THE TREE TRUNK TO MIN. 6" BELOW GRADE. DISTURBED
AREA SHALL BE BACKFILLED WITH COMPACTED TOPSOIL TO MEET SURROUNDING GRADES.
11.IF EXCAVATION ON SITE WILL IMPACT MORE THAN 25% OF THE ROOT SYSTEM OF AN EXISTING TREE, A CERTIFIED ARBORIST
SHALL CONDUCT ROOT PRUNING OF THE IMPACTED TREE TO PROMOTE A HEALTHY ROOT SYSTEM.
TREE PROTECTION &
REMOVAL NOTES
TREE PROTECTION &
REMOVAL LEGEND
EXISTING TREE TO REMAIN
1 TREE REMOVAL &
PROTECTION PLAN
S H E E T S C A L E 1"=30'
0'30'60'90'N
BARRIER FENCING TO BE INSTALLED
EXISTING TREE TO BE REMOVED
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIA
c
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I S
a r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
LG
Workshop
Landscape Architecture
Site Planning
Illustration
2324 W. Armitage Avenue
Chicago, IL 60647
ph.773.697.4388
www.LGWLA.com
,LLC
SURVEY OF EXISTING TREES
103
TREE #SCIENTIFIC NAME LOCATION COND/FORM
104
101
102
SIZE COMMON NAME COMMENTS
4"ACER RUBRUM NORTH PARKWAY 4/4RED MAPLE
6"2/1
6"
4"/4"/3"2/2
SOUTH PARKWAY
BEST 5/5
CELTIS OCCIDENTALIS 4/4COMMON HACKBERRY
PROTECDT
SOUTH PARKWAY PROTECT
REMOVE FOR DEVELOPMENTSOUTHEAST
REMOVE FOR DISEASECELTIS OCCIDENTALIS COMMON HACKBERRY
BETULA NIGRA RIVER BIRCH
TREE PRESERVATION PLAN
105
106
8"
5"5/4
TILIA CORDATA 5/4LITTLELEAF LINDEN SOUTHEAST PROTECT
PROTECTSOUTHEAST PARKWAYQUERCUS ROBUR VAR.ENGLISH OAK
39
±240' PROPERTY LINE±172' -3" PROPERTY LINE
IL-59RENWICK RD
PROPOSED
3,500 SF
71'-5" X 49'-0"ONLYONLY610SNOW STORAGE AREA
SNOW STORAGE AREA
16 HEM
3 CAA
4 FOS3 TMT
3 VTC
5 ACH
5 CAA
24 ALS
5 ACH
4 FOS
3 TMT
3 CAA
16 HEM
16 HEM
3 CAA
3 TMT
7 FOS
3 CAA
5 ACH
11 VTC
3 TMT
12 LAV
7 POB
7 FOS
68 HEM
12 LAV
MONUMENT SIGN
28 ALS
3 TMT
5 FOS
3 TMT
3 CAA
16 HEM
5 ACG
1 CEO
6
L-3
4 CSI
3 TMT
16 HEM
240 L.F. 6' PRIVACY FENCE
3'-0" OFF PROPERTY LINE
7 CSI
9 LAV13 VTC13 ACH
19 HYA
6 FVB
15 ALS
3 CAA
13 ACH
5 CAA
7 FVB
20 ALS
17 ACH
21 ACH
5 CSI
5 CAA
11 LAV
18 ALS
3 TMT
3 LAV
11 CAA
16 HEM
5 LAV
7 CSI
TRANSFORMER
SOD
SOD
SOD
1 LANDSCAPE PLANEXISTING TREE
LANDSCAPE LEGEND
PROPOSED SHADE TREE
PROPOSED ORNAMENTAL TREE
PROPOSED LARGE SHRUB (36" AT PLANTING)
PROPOSED EVERGREEN SHRUB
PROPOSED LOW SHRUB
PROPOSED ORNAMENTAL GRASS
PROPOSED PERENNIAL PLANTING S H E E T S C A L E 1"=20'
0'20'40'60'10'N
SODDED LAWN
PROPOSED DECIDUOUS SHRUB (24" AT PLANTING)
SYM SIZE QTY BOTANICAL NAME COMMON NAME COMMENT
CEO 3.0" CAL.1 CELTIS OCCIDENTALIS ' COMMON HACKBERRY B&B
DECIDUOUS SHADE TREES
DECIDUOUS SHRUBS
CSI 24" HT.23 CORNUS SERICEA ' ISANTI ISANTI DOGWOOD B&B
FOS 24" HT.17 FORSYTHIA OVATA 'SUNRISE'SUNRISE FORSYTHIA B&B
FVB 18" W.13 FORSYTHIA VIRID. 'BRONXENSIS'BRONX GREENSTEM FORSYTHIA B&B
HYA 24" HT.19 HYDRANGEA ARBOR. 'ANNABELLE'ANNABELLE HYDRANGEA B&B
POB 24" HT.7 PYHSOCARPUS OPUL. 'DIABOLO'DIABOLO NINEBARK B&B
VTC 24" HT.36 VIBURNUM TRILOBUM 'ALFREDO'ALFREDO AMER.CRANBERRY BUSH B&B
EVERGREEN SHRUBS
TMT 24" HT.24 TAXUS X MEDIA 'TAUNTON' TAUNTON YEW B&B
GROUNDCOVER / PERENNIALS
ACH #1 CONT.79 ACHILLEA MILLE. 'PAPRIKA'PAPRIKA YARROW 18" O.C.
ALS #1 CONT.105 ALLUM TANGUT. 'SUMMER BEAUTY'SUMMER BEAUTY WILD ONION 18" O.C.
CAA #1 CONT.49 CALAMAGROSTIS ACUT. 'STRICTUS' STRICTUS FEATHER REED GRASS
HEM #1 CONT.164 HEMEROCALLIS 'STELLA DE ORO'STELLA DE ORO DAYLILY 15" O.C.
LAV #1 CONT.52 LAVENDULA 'MUNSTEAD STRAIN'MUNSTEAD ENGLISH LAVENDAR 24" O.C.
SOD SQ. YD.70 SODDED LAWN
PLANT LIST
ORNAMENTAL TREES
ACG 2.0" CAL.5 ACER GRISEUM PAPERBARK MAPLE B&B / STD.
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIA
c
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I S
a r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
LG
Workshop
Landscape Architecture
Site Planning
Illustration
2324 W. Armitage Avenue
Chicago, IL 60647
ph.773.697.4388
www.LGWLA.com
,LLC
L.2
LANDSCAPE PLAN
40
LANDSCAPE NOTES
1.CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL PERMITS AND PERMISSIONS TO INSTALL THE
PROPOSED IMPROVEMENTS
2.ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL LANDSCAPING CODES AND
ZONING ORDINANCES.
3.PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL HAVE J.U.L.I.E (811) LOCATE AND MARK ALL
UNDERGROUND UTILITY FACILITIES AND LINES.
4.ALL PLANT MATERIALS (EXCEPT FOR GROUNDCOVER, ANNUALS, AND PERENNIALS) SHALL BE BALLED AND
BURLAPPED STOCK AND MEET CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S
STANDARD FOR NURSERY STOCK (ANSI 260.1-1986) OR EQUAL. PLANT MATERIALS MUST BE SUPPLIED
WITHIN A 150 MILE RADIUS OF PROJECT SITE WITHIN NORTHEAST ILLINOIS. CONTRACTOR MAY SUBSTITUTE
CONTAINER STOCK FOR SHRUBS IF SIZES ARE EQUAL TO SPECIFIED B&B STOCK, WITH THE APPROVAL OF
THE LANDSCAPE ARCHITECT.
5.IF SPECIFIED PLANTS ARE NOT AVAILABLE AT THE TIME OF ORDERING, PLANTS WITH SIMILAR WHOLESALE
VALUE AND LANDSCAPE CHARACTERISTICS MAY BE SUBSTITUTED UPON THE APPROVAL OF THE
LANDSCAPE ARCHITECT AND VILLAGE STAFF.
6.SOIL IN GROUNDCOVER AND PERENNIAL BEDS SHALL BE AMENDED USING 2 INCHES OF MUSHROOM
COMPOST INCORPORATED INTO THE TOP 4 INCHES OF SOIL.
7.DISTURBED AREAS TO RECEIVE SOD SHALL BE TILLED TO 6" DEPTH AND FINE GRADED TO PROVIDE SMOOTH
BASE SURFACE. IF EXISTING SOIL IS A MAJORITY OF CLAY OR UNSUITABLE, 2" OF FINE GRADED TOPSOIL
SHALL BE ADDED PRIOR TO TILLING. EXISTING SOD AREAS SHALL HAVE TURF REMOVED WITH AUTOMATED
SODCUTTER OR HAND SPACE TO REMOVE ALL BLADES AND ROOTS. 1" OF FIND GRADED TOPSOIL SHALL BE
TILLED AND GRADED.
8.TREE AND SHRUB BACKFILL MIXTURE SHALL BE 2 PARTS EXIST. NATIVE TOPSOIL AND 1 PART SPHAGNUM
PEAT MOSS W/ DECOMPOSED MANURE.
9.ALL SHRUB BEDS AND INDIVIDUAL TREE PLANTINGS, UNLESS OTHERWISE NOTED, SHALL RECEIVE A 3 INCH
LAYER OF SHREDDED HARDWOOD MULCH. ALL GROUNDCOVER, ANNUAL AND PERENNIAL BEDS SHALL
RECEIVE A 2 INCH LAYER OF THE SAME MULCH MATERIAL. COSTS FOR MULCH SHALL BE CONSIDERED
INCIDENTAL AND SHALL BE INCLUDED IN THE COST OF PLANTINGS.
10.NURSERY TAGS (SPECIES, SIZE) FOR ALL SHADE TREES SHALL REMAIN ATTACHED TO TREES UNTIL FINAL
APPROVAL FROM VILLAGE.
11.THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER A BONDED WRITTEN ONE-YEAR WARRANTY
AGREEMENT (BEGINNING ON THE OWNER'S POSSESSION DATE). THIS AGREEMENT SHALL COVER
MAINTENANCE, REPAIR, AND REPLACEMENT OF ALL DEAD OR DAMAGED LANDSCAPING TO PRESERVE THE
SAME QUANTITY AND QUALITY AS INITIALLY APPROVED.
12.CONTRACTOR SHALL PROVIDE A SEPARATE ESTIMATE FOR AN AUTOMATIC UNDERGROUND IRRIGATION
SYSTEM FOR COMPLETE EFFECTIVE COVERAGE OF ALL LAWN AREAS AND SHRUB BEDS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL AND APPLY FOR ALL NECESSARY PERMITS PRIOR TO
COMMENCING WORK. IRRIGATION PLANS SHALL INCLUDE HUNTER PRO-C CONTROLLER W/WIRELESS
SOLAR SYNC STATION AND HUNTER SPRAYHEADS AND NOZZLES, AND AN RPZ BACKFLOW PREVENTER.
IRRIGATION WORK SHALL BE WARRANTY ALL LABOR AND MATERIALS FOR 1 FULL YEAR AFTER INSTALLATION
AND TESTING.
13.TREES AND LARGE SHRUBS SHALL NOT BE LOCATED CLOSER THAN TEN (10) FEET TO FIRE HYDRANTS,
LIGHT AND TELEPHONE POLES, TRANSFORMERS OR OTHER ABOVE GROUND UTILITIES. ANY DISCREPANCY
ON THE PLAN RELATED TO THESE PROXIMATE UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT FOR RESOLUTION.
CROWN OF ROOTBALL FLUSH
WITH EXISTING GRADE
REMOVE BURLAP FROM TOP 1/2
OF BALL OR ENTIRE CONTAINER
3" HARDWOOD MULCH
PLANTING SOIL BACKFILL
EXISTING SUBGRADE
X"
X"X"
PLAN
SECTION
(TYP.)
1 SHADE TREE
PLANTING DETAIL
NOT TO SCALE
2 ORNAMENTAL TREE
PLANTING DETAIL
NOT TO SCALE
3 SHRUB
PLANTING DETAIL
NOT TO SCALE
4 PERENNIAL / ANNUAL
PLANTING DETAIL
NOT TO SCALE
CROWN OF ROOTBALL FLUSH WITH EXISTING
GRADE LEAVING TRUNK FLARE VISIBLE AT THE
TOP OF THE ROOTBALL
SHADE TREE WITH STRONG
CENTRAL LEADER
REMOVE ALL TWINE, ROPE, WIRE AND BURLAP
FROM TOP HALF OF ROOT BALL
4" HIGH SOIL SAUCER BEYOND EDGE OF
ROOT BALL
3" HARDWOOD MULCH LAYER IN 6'-0" DIAMETER RING
(DO NOT PLACE IN CONTACT WITH TREE TRUNK)
PLANTING SOIL BACKFILL
TAMPED SOIL AROUND BASE
ROOT BALL ON UNEXCAVATED OR TAMPED SOIL
(TYP.)
VARIES
NEVER CUT LEADERS TREE
SHALL BEAR SAME RELATION TO
FINISHED GRADE AS IT BORE TO
PREVIOUS GRADE.
NOTES:
REMOVE BURLAP FROM
TOP 1/3 OF BALL
3" HARDWOOD MULCH
UNDISTURBED SUBGRADE
PLANTING SOIL
ROOT BALL ON UNEXCAVATED
OR TAMPED SOIL
2" HARDWOOD MULCH
FINISHED GRADE
PLANTING BED RAISED FOR
ADEQUATE DRAINAGE
EXISTING SUBGRADE
VARIES
* DIMENSION OF ON-CENTER
PLANT SPACING IS INDICATED ON
MASTER PLANT LIST
5 TREE PRESERVATION
FENCING DETAIL
NOT TO SCALE
43,557 SFTOTAL SITE
3,500 SFPROPOSED BUILDING
PROPOSED OPEN SPACE 7,215 SF
LANDSCAPE DATA / CALCULATIONS
PARKWAY AND PARKWAY TREES
SPECIES REQUIRED
Sec. 9-129
3
FRONT AND CORNER SIDE YARDSSec. 9-133.3(a)
4 SHADE TREES AND 26 SHRUBS
2 EXIST. 1 PROPOSED
A MINIMUM OF ONE (1) OVERSTORY/SHADE,
ORNAMENTAL OR EVERGREEN TREES AND FIFTEEN
(15) SHRUBS FOR EVERY THIRTY (30) FEET OF
FRONTAGE SHALL BE PROVIDED
SOUTH 110 L.F.
5 SHADE TREES AND 30 SHRUBS
WEST 165 L.F.
1 SHADE TREES AND 11 SHRUBS
NORTH 89 L.F.
1 SHADE TREES AND 40 SHRUBS
EAST 248 L.F.
BARRIER FENCING AT
DRIPLINE OF CANOPY
48"MIN.8' MAX.FENCE POSTS 8' O.C. MAX.
BARRIER FENCING AT
DRIPLINE OF CANOPY
FENCE POSTS 8' O.C. MAX.
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIA
c
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I S
a r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
LG
Workshop
Landscape Architecture
Site Planning
Illustration
2324 W. Armitage Avenue
Chicago, IL 60647
ph.773.697.4388
www.LGWLA.com
,LLC
6 6' HEIGHT SCREEN
FENCE DETAIL
NOT TO SCALE
7" TOP RAIL
7" BOTTOM RAIL
COMPACTED CA6/ GRADE 8 GRAVEL
IN 6" LAYERS
7/8" X 6" T&G PICKET
4'-0"8'-0" O.C. OR LESS
6'-0"2" TYP.5" SQ. POST
LEGEND VINYL - SOLID PRIVACY 8'
WIDE - INTERNAL CAP - BY MASTER
HALCO OR SIMILAR.
COLOR: FINAL COLOR TBD BY
OWNER
VERIFY ALL PROPERTY LINES W/
SURVEYOR PRIOR TO INSTALLATION
L.3
LANDSCAPE DETAILS /
NOTES
41
GENERAL NOTES:
NEW CONCRETE
SIGNAGE
FIRE DEPARTMENT CONNECTION
SCALE:NORTH 1 SITE PLAN
1/16"=1'-0"
A.SEE CIVIL FOR GRADING PLAN. SEE CIVIL DRAWING FOR SITE DEMOLITION, NEW
PAVEMENT, SITE UTILITIES, SIGNAGE AND FINAL SITE DIMENSIONS.
B.SEE AS1.02 FOR ADDITIONAL SITE DETAILS.
C.VERIFY THE EXISTENCE OF AND PROTECT ALL EXISTING UTILITY LINES. EXCAVATE WITH
CARE.
D.INSTALL ADDRESS ON BUILDING AS REQUIRED BY LOCAL CODE.
E.PROVIDE KNOX BOX , PER FIRE DEPARTMENT REQUIREMENTS.
F.SEE CIVIL DRAWINGS FOR ADDITIONAL SITE SIGNAGE REQUIREMENTS.
G.CLEAN LOT AFTER SITE WORK AND AFTER CONSTRUCTION COMPLETION.
H. PROTECT ADJACENT PROPERTY. ANY DAMAGE IS TO BE REPAIRED AT CONTRACTOR
EXPENSE WITH PERMISSION OF ADJACENT BUILDING OWNER. FOR EXAMPLE, IF SOD IS
DAMAGED IT WILL BE REPLACED AND WATERED REGULARLY UNTIL ESTABLISHED.
I.PROVIDE EXPANSION JOINTS IN CONCRETE PAVING AND CURBS AS REQUIRED BY MFGR
SPECS, OR 30FT SPACING WHICHEVER IS LESS. REFER TO CIVIL DRAWINGS FOR MORE
INFORMATION AND DETAILS.
±240' PROPERTY LINE±172' -3" PROPERTY LINE
PROPOSED
3,500 SF
71'-5" X 49'-0"ONLYONLYBAKERYCASEFEM - CHIPS
10' HIGHWALL C
IG.DISPLAY WORK-TOPREFRIGERATORFOR DCCCUSTOMERTRASHSELF-SERVE HFDABOVE WITH DCCHOT HOLD BELOWCLERK-SERVE HFDABOVE W
ITHSTORAGE BELOWDBL-SIDEDTRASHTURBO AIRGRAB-N-GOCASESTORAGEPOSPOSTRASHIN-COUNTERLOTTODISPLAYBANANARACK
LOTTOMOMSAFESTORAGECIGSOTPCIGSOTP4' CANDY RACKFLOO
R
SPINN
ER
:
SUNG
LA
S
SE
S
GLOV
ESUMBRE
L
LA
S CHIL
I, CHEESE,NACHOS, & M/WsROLLERGRILLSDUMPSINKBUN D
R
AW
ER
WASTECONDIMENTS
WOMEN'S
5'-4"MEN'S106105BEVERAGEBARCO₂N₂N₂7'-2"7'-2"7'-0
"6'-10"
4'-0"
3'-9"3'-9"3'-9"9'-5"
4'-6"7'-8"6'-10"6'-10"7'-6"7'-6"4'-1"3'-11
"
6'-10"
4'-10"MERCHANDISE101ELECTRICAL107 SALES102BACKROOM104OFFICE103 8'-11"3'-9"
47'-3"CDC /TOTESREPLENISHMENTCART COOLER108ICE109108FREEZERFIRE RISERROOM3'-1"4'-3
"ATM1.ADA PARKING SIGN MOUNTED ON POST. SEE CIVIL FOR DETAILS.
2.ADA SIDEWALK RAMP TYP. SEE CIVIL.
3.EXISTING CONCRETE CURB AND GUTTER TO REMAIN.
4.NEW CONCRETE PAVEMENT TYP. SEE CIVIL.
5.PROVIDE ASPHALT PAVEMENT. SEE CIVIL PLANS FOR PAVING AND
GRADING DETAILS.
6.EXISTING CONCRETE SIDEWALK TO REMAIN.
7.1/2" ISOLATION JOINT ALONG PROFILE OF BUILDING AND WHERE
INDICATED, USE BITUMINOUS FILLER AND SEALANT ALONG EDGE.
8.CONCEALED LOCKABLE HOSE BIB.
9.FD CONNECTION, SEE CIVIL
10.PROVIDE TRASH ENCLOSURE. REFER TO AS1.02 FOR DETAILS.
11.AIR / VAC REFER TO CIVIL SHEETS FOR LOCATION.
12.MAIN DOOR
13.EXIT DOOR
14.PROPOSED FUEL CANOPY. REFER TO CIVIL.
15.PROPOSED UNDERGROUND FUEL TANKS. REFER TO CIVIL.
16.CO2 TANK/ CAGE INSTALLED / ANCHOR PER MANUFACTURER SPECS
BY GC.
17.EXISTING FIRE HYDRANT.
18.NEW BIKE RACK WITH 2 SPACES.
19.NEW PYLON SIGN
20.NEW LIGHT POLES REFER TO PHOTOMETRIC SHEET
21.NEW CONCRETE CURB REFER TO CIVIL SHEETS.
22.PROPOSED VENT STACK REFER TO CIVIL.
23.N2 TANK/ CAGE INSTALLED / ANCHOR PER MANUFACTURER SPECS BY
GC.
KEY NOTES:RT 59PROPOSED
3,500 SF
71'-5" X 49'-0"
RENWICK RD30' FRONT YARD SETBACK30' FRONT YARD SETBACKTHESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
SITE PLAN
AS1.01 42
9
A1.4
A1.4
A1.04
8 1/4" PER FOOT SLOPE TO DRAIN10
A1.4
7
S.S. HANDLE
A1.04
4
20 GA. DARK BRONZE CAP
FLASHING, GC SUPPLIED
N-1
20 GA. DARK BRONZE CAP
FLASHING, GC SUPPLIED
6 DUMPSTER ENCL. FOUNDATION SECTION
3/8" = 1'-0"
DUMPSTER
ENCL. SLAB
REF. CIVIL
DUMPSTER ENCL. SLAB
REF. CIVIL
10 SIDE DUMPSTER ENCL. ELEVATION
3/8" = 1'-0"
1 DUMPSTER ENCLOSURE PLAN
3/8" = 1'-0"
8 FRONT DUMPSTER ENCL. ELEVATION
3/8" = 1'-0"9 REAR DUMPSTER ENCL. ELEVATION
3/8" = 1'-0"
T.O. ENCLOSURE FRAMING
7'-4"
T.O. ENCLOSURE
FRAMING
7'-4"
REF. A6.1 FOR EXT.
FINISH SCHEDULE
DUMPSTER
ENCL. SLAB
REF. CIVIL
T.O. ENCLOSURE
FRAMING
7'-4"
PROVIDE PVC
SLEEVES
IN CONCRETE. TYP.7'-6"PROVIDE 3/4"PVC
SLEEVES IN
CONCRETE. TYP.
8 C.Y. DUMPSTER
PROVIDED BY
OTHERS
PROVIDE CONCRETE PAD IN FRONT OF
DUMPSTER ENCLOSURE ENTRANCE AND SHALL
BE CAPABLE OF WITHSTANDING A 20 TON
STATIONARY LOAD; REFERENCE CIVIL
1'-8"9'-4" HOLD 1'-8" HOLD
7"1'-0"1'-1"9'-11" HOLD 1'-1"11"11"
13'-10"10'-0"3'-4"3'-0"3'-0"3'-4"
MUELLER COR-6
ENCLOSURE DOOR
EDGE OF SLAB
6" PIPE BOLLARD FILLED
WITH CONCRETE, REF
DETAIL 5/A1.4
TYP OF (11)
12'-8"12'-8"MUELLER URETHANE
GATES PER MATERIAL
SCHEDULE, SHEET
A6.1 - PAINTED P-3
PROVIDE 3/4" PVC
SLEEVES IN
CONCRETE. TYP.
5/8" X 24" S.S. CANE
BOLT AT EACH GATE.
(ALTERNATE
SIDES OF PANEL)
REF. A6.1 FOR EXT.
FINISH SCHEDULE
REF. A6.1 FOR EXT.
FINISH SCHEDULE
2
A1.4
_____________________________________________________________
6
A1.4
_____________________________________________________________1'-8"12'-0"
N-1
6" MIN.
COMPACTED
FILL TYP.
1
2" PREMODLDED EXPANSION
JOINT FILLER TYP.
8" CONCRETE SLAB-WITH #5
REINF BARS
24" O.C. EA. WAY
1 DUMPSTER ENCL. WALL SECTION
3/8" = 1'-0"
SEE FNDN DETAIL BELOW
12'-8"3'-6"N-2 N-2
N-3 N-3
20 GA. DARK BRONZE CAP
FLASHING GC SUPPLIED
8X8 CMU
1
2" PREMOLDED
EXPANSION JOINT
FILLER
A1.4
#6 BARS @ 12" O.C. E. W.
CENTERED.5'-0" min.T.O. ENCLOSURE SLAB
REF CIVIL
N-1
T.O. ENCLOSURE FRAMING
7'-4"
3
7'-4"20 GA. DARK BRONZE CAP
FLASHING GC SUPPLIED
1'-3"4'-0"
(4)#6 BARS TOP AND
BOTTOM
#6 BARS @ 12" O.C. TOP
AND BOTTOM
#6 DOWELS 7'-0" LONG TO
MATCH CMU REINF.
8"
#6 VER BARS AT 24" O.C. IN
SOLID GROUTED CELLS.
5 TYPICAL BOLLARD SECTION
1/2" = 1'-0"
1'-0"6"3'-0"3'-6"MINIMUM1'-6"
DIAMETER
CONC. (MIN. 3000
PSI @ 28 DAYS)
6" STEEL PIPE FILLED
W/ CONC. - SMOOTH
TROWEL CROWN TOP
CROWN
FOOTING
REINF'G TOP,
BOT. & MIDDLE
1" STL. BOTTOM
1/2" x 14" REBAR
ANCHORS THRU
PIPE BOTH WAYS
6" STEEL PIPE
PAINTED PER
PAINT SCHEDULE1'-0"18" DIAMETER
CONCRETE
FOOTING
PLAN
UNOUNO 6'-0"GC SUPPLIED
UPPER ALUM. BRACKET
LOWER ALUM. BRACKET
6" RD. STEEL SCHEDULE 40
GALV. PIPE SHOWN DASHED
SET IN 18" CONC. FOOTING;
CONC. FOOTING 48" DEEP.
TOP OF STEEL PIPE CONCRETE
FILL TO BE STRIKED OFF FLAT
POST AND FOOTING. REF
STRUCTURAL SHEETS
4 GATE BOLLARD DETAIL
1/2" = 1'-0"1'-4"5'-8"6'-0"GATE OPENPOSITIONGATE CLOSED
POSITION
7 DETAIL - GATE
1 1/2" = 1'-0"
MUELLER
ENCLOSURE GATE
NICHIHA FIBER
CEMENT PANELS
8" BRICK AND CMU
WALL CONSTRUCTION
ALIGNED
6" STEEL JAMB POST.
CONCRETE FILLED.
PAINTED (P-3)
PIPE BOLLARD REF 5/A1.4
3"3 DETAIL - COPING
3" = 1'-0"
FINISH AS SCHEDULED
20 GA. DARK BRONZE CAP
FLASHING, GC SUPPLIED
1/2" APA RATED PLYWOOD
T.O. ENCLOSURE FRAMING
REF ELEVATIONS
SHIM
8" CMU
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
SITE DETAILS
AS1.02 43
AIR/VACUUM BY AIR-SERV GROUP, LLCELECTRICAL STUB-UP WITHELECTRICAL WEATHERPROOF BOXFRONT1. ELECTRICAL NEEDS ARE #10 WIRE (30 AMP) WITH GROUNDNOTE:MAXIMUM 2 PERCENT GRADE SLOPE EACH WAYREQUIRED FOR AMERICANS WITH DISABILITIES ACTFRONTPLAN3'-0"CONC CURB - REF CIVIL DRAWINGSMAX.2%SLOPEGC TO PROVIDE CONCRETE SLABAND UTILITIES. AIR SERV TO PROVIDEEQUIPMENT AND MAKE FINALCONNECTIONS.1'-6"6"5 1/2"MIN AA56'-0"3'-1" CENTER OF CARD READER3'-2" CENTER OF COIN SLOTCONCRETE PAVEMENT3'-0"6"3'-0"TOP OF GRADECONCRETE FOOTINGPER SPECS - 12" DIASONOTUBE X 36" LONG12"DIA6"4'-1"2H011PAINT VENT PIPES "EXTRA WHITE" SW7006.2PAINT VENT RACK, BOLLARDS AND ALL OTHEREXPOSED METALS "SEAL SKIN" SW7675.DUP2" SCHED 40 BLACK IRONELBOW BY GCPLANFRONTSIDE3'-6"1'-4"1'-6"24"
8"MINIMUM 4000 PSI CONCRETE FOUNDATI0NPER MANUFACTURER'S SPECIFICATIONS.SEE SPECIFICATIONS FOR SLUMP TEST.4'-0"VENT CAPS TO BE12' ABOVE GRADE1'-9"10"TYP2" VENT RISER PIPINGSIDEFRONTAIR VENT STACKWILL BE PERMITTEDUNDER SEPARATECANOPY SUBMITTAL22112' -0"2" BLACK IRONVENT RISER PIPING4'-1"THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWSITE DETAILSAS1.0344
KEYED NOTES
A.FIRE SAFE ALL PENETRATIONS THRU PARTITIONS.
B.PROVIDE ACCESSIBLE THRESHOLD AT EACH EXTERIOR DOOR-SEE DOOR SCHEDULE
C.PRIME INTERIOR WALLS, COLUMNS TRIM AND DOOR FRAMES
D.SEE STRUCTURAL FOR CONTROL AND ISOLATION JOINTS AT CONCRETE SLAB AND
AROUND COLUMNS
E.CONTACT OWNER REGARDING HOW THEY WANT TO REKEY THE LOCK FOR THE MAIN
ENTRY VS THE SERVICE DOOR, LANDLORD ROOM TO HAVE ELECTRONIC KEY PAD
KEY LOCK.
F.ARABIC NUMERALS AT LEAST FOUR INCHES HIGH WITH A MINIMUM STROKE WIDTH
OF 0.5 INCHES SHOWING THE ADDRESS OF THE BUILDING SHALL CONTRAST WITH
THE BACKGROUND, SHALL BE CONSTRUCTED OF DURABLE MATERIALS, BE
PERMANENTLY INSTALLED AND BE READILY VISIBLE. SCRIPT OR WRITTEN NUMBERS
ARE NOT PERMITTED. ADDITIONAL NUMBERS SHALL ALSO BE PLACED ON THE SIDE
OF THE BUILDINGS STREET ADDRESS.
G.AT SERVICE DOORS USED AS EXIT/ACCESS FOR FIRE FIGHTING, ARABIC NUMERALS
A MINIMUM OF FOUR INCHES IN HEIGHT WITH A MINIMUM STROKE OF 0.5 INCH SHALL
BE APPLIED TO THE ADDITIONAL DOOR TO INDICATE THE ADDRESS. THE ADDRESS
SHALL BE VISIBLE FROM THE PARKING LOT OR FIRE APPARATUS ACCESS.
H.THIS IS A SPRINKLERED BUILDING PER REQUIREMENT OF VILLAGE OF PLAINFIELD
SEE FP DRAWINGS FOR LAYOUT.
I.SEE STRUCTURAL FOR CONTROL JOINTS AND EXPANSION JOINTS.
J.ALL JOINT SYSTEMS IN RATED WALL ASSEMBLIES SHALL COMPLY WITH UL 2079.
K.ANY PENETRATIONS THROUGH RATED ASSEMBLIES SHALL COMPLY WITH UL 263.
L.PROVIDE A KNOX BOX TO ENABLE THE FIRE DISTRICT TO HAVE ACCESS TO THE
BUILDING AND THE BUILDING'S FIRE PROTECTION FEATURES.
M.G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITHIN THE BUILDING. THE TYPE,
SIZE, AND SPACING MUST MATCH THE SPECIFIC HAZARD THEY ARE TO PROTECT.
CONTACT THE FIRE DISTRICT FOR APPROVAL OF THE TYPES AND LOCATIONS OF
PORTABLE FIRE EXTINGUISHERS TO BE USED PRIOR TO FINAL OCCUPANCY.
1.METAL LADDER WITH ROOF HATCH.
2.ELECTRICAL PANEL.
3.SIAMESE CONNECTION.
WALL LEGEND
NEW SIP WALL SYSTEM
PROPOSED WORK NOTE
GENERAL NOTES
SCALE:NORTH 1 FLOOR PLAN
1/4"=1'-0"FEM - CHIPSCIGSOTPCIGSOTPBUN DRAWERWASTE
WOMEN'SMEN'S
106 105
MERCHANDISE
101
ELECTRICAL
107
SALES
102
BACKROOM
104
OFFICE
103
COOLER
108
ICE
109
108
FREEZER
FIRE RISER
ROOM
NEW MTL. STUD WALL
A3.01
1
A3.01
2
A3.01
4
A3.01
3
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
FLOOR PLAN
A1.01 45
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWEXTERIORELEVATIONS ANDSCHEDULEA3.0146
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWEXTERIOR COLORELEVATIONS ANDSCHEDULEA3.0247
THESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BESTOF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVEDVequity400 N. StateSuite 400Chicago, IL 60654312-985-0987Email info@vequity.comwww.vequity.comCOPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVEDTHESE DOCUMENTS WERE PREPARED UNDER MYSUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,COMPLY WITH THE APPLICABLE CODES AND BUILDINGREGULATIONS.ALPHONSE A. ILEKIS, AIAcILEKIS ASSOCIATES223 W. JACKSON BLVD.SUITE 1000CHICAGO, IL 60606312-419-0009www.ILEKIS.com L E K I Sa r c h i t e c t s + p l a n n e r s04/26/19ISSUED FOR CITY REVIEWFUEL CANOPYELEVATIONSA3.0348
SCALE:NORTH 1 PHOTOMETRIC PLAN
1/16"=1'-0"
NOTE: PHOTOMETRIC PLAN COMPLETED BY GE
SCALE:2 TYPICAL LIGHT POLE DETAIL
1/16"=1'-0"
NOTE: REFER TO PLAN FOR LIGHT POLE MOUNTING HEIGHTS.20'-0"EM
MH: 9
EM
MH: 9
8ft Batten
MH: 10
8ft Batten
MH: 10
8ft Batten
MH: 10
8ft Batten
MH: 10
4ft batten
MH: 10
EWS3 A7
MH: 12
EWS3 A7
MH: 12
EWS3 A7
MH: 12
EWS3 A7
MH: 12
EWS3 A7
MH: 12
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
ECBBC
MH: 14.5
SG3D1
MH: 20
SG3D1
MH: 20
SG3D1
MH: 20
SC3D1
MH: 20
EWS3 D3
MH: 12
SC3D1
MH: 20
D3G3D1
MH: 20
SG3D1
MH: 20
D3G3D1
MH: 20
SC3D1
MH: 20
SC3D1
MH: 20
SC3D1
MH: 20
14.8
6.3
12.1 12.3
9.9 7.1
0.5 0.4 0.5 0.9 2.0 5.6 12.3 12.8
13.9
14.0
10.3
8.7
7.4
13.3 13.3 8.6 4.8
33.6 45.2 45.6 34.4
27.4 37.1 37.3 27.8
33.5 45.5 45.5 33.5
22.9 30.9 30.9 22.9
13.9 18.5 18.5 13.9
27.7 37.2 37.2 27.5
32.0 42.6 42.6 31.8
28.4 37.2 37.1 28.1
34.8 45.1 44.6 33.3
5.8 3.6 2.2 1.7 1.8 5.5 10.3 11.7 7.1 5.0 6.9 5.4
5.4 4.4 3.0 1.9 2.1 4.5 7.2 9.3 6.5 5.7 10.3 8.2
3.5 2.8 2.6 2.6 2.2 1.8 1.7 2.2 4.5 7.1 7.8 6.0 6.0
3.4 4.5 2.6 1.6 1.5 1.3 1.3 1.6 3.1 6.8 8.1 8.9 5.8 5.7
5.6 5.7 3.1 2.2 2.0 1.9 2.0 3.0 4.2
4.3 6.0 5.1 5.3 5.5 5.2 4.8 6.4 11.3
3.4 7.0 12.9 18.6 20.0 17.2 10.6 8.5 10.8
3.3 8.6 17.4 9.1 10.3
2.7 8.3 15.5 6.7
2.4 8.2 16.0 5.4
2.2 6.7 12.6 4.5
2.2 5.4 8.6 4.1
3.0 7.6 13.2 5.1
7.2 10.3 16.9 7.3
7.3 11.1 16.3 10.3
9.9 12.8 17.8 8.8
13.0 12.2 16.6 21.8 22.1 18.2 9.8 6.8 11.3
10.2 7.5 7.4 6.8 6.2 5.0 3.4 2.9 3.4 10.5
9.7 5.6 3.8 2.8 2.2 1.7 1.3 1.2 2.0 4.5 5.5 6.7 4.9 4.2 3.8 2.5
2.7 3.6 2.8 2.1 1.4 0.9 0.6 0.7 1.0 2.3 3.4 3.9 4.3 4.3 3.9 2.4
2.0 3.0 4.7 3.2 1.8 0.9 0.5 0.5 0.6 1.2 1.8 2.8 4.4 6.4 4.8
4.6 4.8 3.0 1.4 0.7 0.5 0.4 0.7 1.1 2.1 4.8 9.2 6.5
3.0 2.7 1.7 0.9 0.5 0.4 0.5 0.9 1.9 5.1 11.7 10.9
16.8 20.1
15.1 18.6
7.0 10.6
3.9 7.2
3.4 7.1
3.3 7.1
3.9 7.5
6.1 9.6
12.7 16.8
15.0 20.4
20.2 11.7 9.0 11.8
14.2 7.4 6.1 6.8
13.0 8.3 5.0
20.5 10.9 6.3
0.3 0.4 0.8 3.0 1.8 1.4 0.9 0.6 0.4 0.4 0.6 1.3 3.7 10.1 10.1 13.0 1.5 0.5
0.3
0.3
0.3
0.4
0.5
0.8
1.9
2.7
1.6
0.2
0.1
0.0
0.0
0.0
0.1
0.9
1.4
1.2
1.3
1.3
1.2
1.4
1.3
0.7
1.12.33.33.65.311.610.512.91.70.90.81.31.71.91.41.00.6
0.9
1.3
1.8
2.0
3.3
3.3
2.2
1.4
1.0
0.9
0.8
0.8
1.2
3.7
6.3
8.1
11.0
11.2
13.0
2.3
1.3
0.6
0.3
0.3
General Approach
Entrance 1
Entrance 2
Entrance 3
Gas Canopy
Parking 1
Parking 2
Parking 3
Dumpster
Air Pump
BC6
5
1
.
1
1
IL-59RENWICK RD
F
F F
ONLYONLYTHESE DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND, TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH THE ALL APPLICABLE CODES.
COPYRIGHT 2017 ILEKIS ASSOCIATES, ALL RIGHTS RESERVED
Vequity
400 N. State
Suite 400
Chicago, IL 60654
312-985-0987
Email info@vequity.com
www.vequity.com
COPYRIGHT 2017 ILEKIS ASSOCIATES-ALL RIGHTS RESERVED
THESE DOCUMENTS WERE PREPARED UNDER MY
SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,
COMPLY WITH THE APPLICABLE CODES AND BUILDING
REGULATIONS.
ALPHONSE A. ILEKIS, AIAc
ILEKIS ASSOCIATES
223 W. JACKSON BLVD.
SUITE 1000
CHICAGO, IL 60606
312-419-0009 www.ILEKIS.com
L E K I Sa r c h i t e c t s + p l a n n e r s
04/26/19 ISSUED FOR CITY REVIEW
PHOTOMETRIC PLAN
PH 1.01 49
SOURCE:STATION DESIGNATION: #5472ESTABLISHED BY: PATRICK ENGINEERING INC.DATE:NOVEMBER 20, 2013ELEVATION: 607.27 (PUBLISHED AND HELD)DATUM: NAVD88DESCRIPTION: (NE CORNER OF RENWICK ROAD AND HOWARDSTREET) - STEEL ROD LOCATED 40 FEET WEST OF THE EDGEOF PAVEMENT OF HOWARD STREET AND 10 FEET SOUTH OF APRIVATE FENCE AND 5 FEET NORTH OF THE NORTH EDGE OFA SIDEWALKSITE:STATION DESIGNATION: #1ESTABLISHED BY: V3 COMPANIESDATE:APRIL 9, 2019ELEVATION: 611.06 (MEASURED)DATUM: NAVD88DESCRIPTION: NORTHWEST ARROW ON FIRE HYDRANTLOCATED AT THE NORTHEAST CORNER OF ILLINOIS 59 ANDWEST NORMAN AVENUE.STATION DESIGNATION: #2ESTABLISHED BY: V3 COMPANIESDATE:APRIL 9, 2019ELEVATION: 608.16 (MEASURED)DATUM: NAVD88DESCRIPTION: CUT CROSS ON THE SOUTHWEST CORNER OFCONCRETE PAD FOR TRAFFIC CONTROL BOX LOCATED ATTHE NORTHEAST CORNER OF ILLINOIS 59 AND RENWICK ROAD.NO SCALEPROJECT TEAMENGINEEROWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Brad Prischmanbprischman@v3co.comProject Engineer: Dan Freedfree@v3co.comPLAINFIELD, ILLINOISTITLE SHEETPRELIMINARY SITE PLANPRELIMINARY GRADING PLANPRELIMINARY UTILITY PLANC0.0C1.0C2.0C3.0PRELIMINARY ENGINEERING PLANSARCHITECTVequity400 North State Street, Suite 400Chicago, Illinois 60654312 985 0987Contact: Kim WardIlekis Associates223 West Jackson Blvd, Suite 1000Chicago, IL 60606312 419 0009Contact: Artur UchanskiCIVIL ENGINEERING PLANS7 ELEVENNO SCALEPROJECTLOCATIONINDEXDRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C0 Tsht19113.003.dwg4/26/2019PROJECTLOCATIONDESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com BENCHMARKSLOCATION MAPVICINITY MAP
C019113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
TITLE SHEET
7 ELEVEN
50
SCCSCCSCCSCCSCCSCC
608.54SCC
605.5930"5"25"608.95FFE
608
.55608.87608.98608.94608.38
608
.
4
6
6
08
.6
7 609.2060
8
.97
6
0
8
.67608
.4460
8
.76
6
09
.
1
0611.39610.
396"10"19"24"6"6"10"36"3"3"7"2"6
0
5
.29
6
06
.060
6
.0606.04"8"6"608.54FFE608.57FFE608.57FFE607.85607.84608.28609.50607.67608.20607.69608.16608.95FFE6
0
5
.9
6
0
6
.0606.
5
606
.
8606.
7606
.7607
.1
E
608.17608.30608.29608
.27608.3060
8
.30FIR 5/8FIR CAPFIR 5/8FIR 5/8FIP 3/4FIR 3/4 BENTONLYONLY
1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'RENWICK ROADW. NORMAN AVENUEILLINOIS 59 (DIVISION STREET)1 STORYSTONEBUILDING(GAS STATION)31.32'31.59'44.79'44.78'SIGNGAS PUMP(TYPICAL)~ASPHALT~~ASPHALT~~CONCRETE~~CONCRETE~~CONCRETE~~CONCRETE~P.E. R2010-056128 N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'
72.72'32.43'32.43'73.28'22.10'22.13'FENCE END7.63' N. & 3.43' W.FENCE END6.64' N. & 1.03' W.FENCE CORNER0.25' W.FENCE END4.45' N. & 2.87' W.FENCE CORNER2.00' W.0.74' W. &0.29' N.FENCE CORNER1.55' W.FENCE
4.74' W.
FENCE
3.29' W.0.25' N. &ON LINE0.05' N. &ON LINE2.79' S. &1.08' W.0.37' S. &0.39' E.66.00'0.29' N.0.01' N.PLAINFIELD ACRESSUBDIVISIONUNIT NO. 1(181.5')(181.5')(181.5')(181.5')(120.0')(120.0')
(120.0')
(120.0')SOUTH LINE OF SECTION 15-36-9WEST LINE OF SECTION 15-36-9EAST LINE OF SECTION 16-36-9
48.70'50.00'10.00'10' UTILITY EASEMENT
REC. JULY 16, 1992
DOC. NO. R92-5513830' BUILDING LINEDOC. 69411230' BUILDING LINEDOC.694112 30' BUILDING LINEDOC.694112OVERHANG5' PUBLIC UTILITY EASEMENT DOC. 69411210' BUILDING LINEDOC. 69411215' SETBACKPER ZONING REPORT10.00'10.00'LOT 1LOT 2PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERMANENT EASEMENTREC. JUNE 4, 2010DOC. NO. R2010-056128
TRANS.SBM#1SBM#2LOT 3LOT 410' BUILDING LINEDOC.69411215' SETBACKPER ZONING REPORT30' SETBACK
PER ZONING REPORT
15.00'15.00'
43.33'
43.13'OWNER:MIGUEL SANDOVALOWNER:TED D. MAYPROPOSEDBUILDING3,500 SF71'-5" X 49'-0"9'(TYP)5'11'18'8'TURN DOWN CURB &SIDEWALK (TYP)6.18 CURB &GUTTER (TYP)TRASHENCLOSURE18.1'8'8.8'18'PROPOSED MONUMENT SIGN41'37.2'17.8'36.7'8'6'31'R10'R5'R10'R2'R18'R5'R25'R5'R10'R5'R10'R50'R10'R10'R5'R18'R2'R3'R5'R5'IL-59(IDOT JURISDICTION)RENWICK ROAD(VILLAGE OF PLAINFIELD JURISDICTION)W. NORMAN AVENUE(VILLAGE OF PLAINFIELD JURISDICTION)12.7'84.7'119.8'83.5'915352.2'36.2'5'5'5'5'AIR VACR3.5'R3'R3'R3'R3'6' PRIVACY FENCE LOCATED3' FROM THE PROPERTYLINE. SEE LANDSCAPEPLANS FOR DETAILS.ADA PARKING STALLAND SIGNAGEDRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C1 Site19113.003.dwg4/26/2019PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
GRAPHIC SCALEC119113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
PRELIMINARY SITE PLAN
7 ELEVEN CONCRETE PAVEMENTHEAVY DUTY HMA PAVEMENT8" P.C. CONCRETE PAVEMENT WITH (6X6/W2.9=W2.9) W.W.F.4" AGGREGATE BASE COURSE - CA6GEOTEXTILE FABRIC5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE - CA6PAVING LEGEND1.5" HMA SURFACE COURSE, MIX C N503.0" HMA BINDER COURSE, IL 19.010" AGGREGATE BASE COURSE - CA6GEOTEXTILE FABRICCONCRETE SIDEWALKREGULAR HMA PAVEMENT1.5" HMA SURFACE COURSE, MIX C N502.5" HMA BINDER COURSE, IL 19.08" AGGREGATE BASE COURSE - CA6GEOTEXTILE FABRICNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW 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.CURB LEGENDB6.18 REGULAR PITCH CURB AND GUTTERB6.18 REVERSE PITCH CURB AND GUTTERB6.18 DEPRESSED CURB AND GUTTERSITE SUMMARYSTANDARD STALLS = 17ACCESSIBLE STALLS = 1TOTAL PARKNG PROVIDED = 18PROVIDED STALLS 1 SPACE PER 300 SF = 12 SPACESREQUIRED STALLS B-3 HIGHWAY BUSINESS DISTRICTZONING LOT AREA 43,557 SF ( 0.99 AC)PROPOSED BUILDING 3,500 SFPARKING SUMMARYSTORMWATER SUMMARYPER VILLAGE OF PLAINFIELD ORDINANCE, 1747PROPERTIES THAT ARE LESS THAN AN ACRE INAREA REQUIRE BEST MANAGEMENTPRACTICES (BMPS) AND NO STORMWATERRELEASE OR STORAGE STRUCTURES.51
607
.930"5"25"6
0
8
.2
8608.
2
6608
.27608.
8
0 608.82608.83609.14608.72608.70608
.23608.
55
608
.
6
860
8
.89608.8260
8
.59608.9608.8608.8
6
08
.5
460
8
.16
608
.
1
4608.59608.63608.12608.13608.12608
.
4
6 608
.27
6
0
8
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.40
1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'RENWICK ROADW. NORMAN AVENUEILLINOIS 59 (DIVISION STREET)1 STORYSTONEBUILDING(GAS STATION)31.32'31.59'44.79'44.78'608608608608
6
0
8
608N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'607606606607608608608607 609
6
0
8608607608
60960860
9
606
608
607
608 608 610
PLAINFIELD ACRESSUBDIVISIONUNIT NO. 1(181.5')(181.5')(181.5')(181.5')(120.0')(120.0')
(120.0')
(120.0')SOUTH LINE OF SECTION 15-36-9WEST LINE OF SECTION 15-36-9EAST LINE OF SECTION 16-36-9
48.70'50.00'30' BUILDING LINEDOC. 69411230' BUILDING LINEDOC.694112 30' BUILDING LINEDOC.69411210' BUILDING LINEDOC. 69411215' SETBACKPER ZONING REPORT10.00'10.00'LOT 1LOT 2LOT 3LOT 410' BUILDING LINEDOC.69411215' SETBACKPER ZONING REPORT30' SETBACK
PER ZONING REPORT
15.00'15.00'
43.33'
43.13'OWNER:MIGUEL SANDOVALOWNER:TED D. MAYPROPOSEDBUILDING3,500 SF71'-5" X 49'-0"607.50± M.E.608.20± M.E.E/P 606.58± M.E.6
0
6
.
6
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±
M
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.T/C 606.65± M.E.E
/
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6
0
6
.
5
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±
M
.
E
.T/C 606.65± M.E.606.05± M.E.606.00± M.E.607.00± M.E.608.00± M.E.609.00± M.E.609.00± M.E.608.38± M.E.607.85± M.E.607.90± M.E.607.95± M.E.608.00± M.E.608.49± M.E.E/P 608.75± M.E.T/C 609.12± M.E.608.95± M.E.608.75± M.E.E/P 608.44± M.E.T/C 608.82± M.E.608.00± M.E.608.00± M.E.607.80± M.E.608.02± M.E.608.17± M.E.609.35609.20609.00608.75608.90FFE = 609.50608.35609.10609.35609.10609.35609.50609.35R 607.85R 607.80609.50609.50609.35609.50609.50609.35609.10609.10608.50606.90608.35± M.E.608.45± M.E.IL-59(IDOT JURISDICTION)RENWICK ROAD(VILLAGE OF PLAINFIELD JURISDICTION)W. NORMAN AVENUE(VILLAGE OF PLAINFIELD JURISDICTION)DRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C2 Grd19113.003.dwg4/26/2019PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
GRAPHIC SCALEC219113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
PRELIMINARY GRADING PLAN
7 ELEVEN NOTES:1.ALL PAVEMENT SPOT GRADE ELEVATIONSAND RIM ELEVATIONS WITHIN OR ALONGCURB AND GUTTER REFER TO EDGE OFPAVEMENT ELEVATIONS UNLESS OTHERWISENOTED.2.ALL ELEVATIONS SHOWN DEPICT FINISHEDGRADE UNLESS OTHERWISE NOTED.SUBTRACT TOPSOIL THICKNESS ORPAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.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%.STORMWATER SUMMARYSITE AREA0.9999 ACPER VILLAGE OF PLAINFIELD ORDINANCE, 1747PROPERTIES THAT ARE LESS THAN AN ACRE INAREA REQUIRE BEST MANAGEMENT PRACTICES(BMPS) AND NO STORMWATER RELEASE ORSTORAGE STRUCTURES.BMPS WILL INCLUDE A HYDRODYNAMICSEPARATOR TO IMPROVE WATER QUALITYBEFORE STORMWATER IS RELEASED TO THEEXISTING STORMWATER MANAGEMENT SYSTEMUNDERNEATH IL-59.EXISTINGPROPOSEDDESCRIPTIONUTILITY STRUCTURE WITH CLOSED LIDCURB INLETDRAINAGE STRUCTURE WITH OPEN LIDFIRE HYDRANTVALVE IN VALVE BOXGATE VALVE IN VALVE VAULTFLARED END SECTION (F.E.S.)710706.0CONTOURSPOT ELEVATIONSTORMWATER FLOW DIRECTIONSTORMWATER OVERFLOW ROUTELEGEND52
607.14607.15606.82608.00607.21 608.47 607.25 607.68608.95FFE
608.55608.87608.98608.94608.
38
6
08
.4
6
6
0
8
.67609.20608
.97608
.67608.44608.76
6
0
9
.10611.39
610
.
3
9
G606.10605.45
605
.29
G 608.54FFE608.57FFE608.57FFE607.85607.84608.28609.50607.67608.20607.69608.16 608.95FFEE
608.17608.30608.29608.27608.3060
8
.30
1 STORY
STONE
BUILDING
(CAR WASH)
47.07'
47.22'24.52'24.55'1 STORYSTONEBUILDING(GAS STATION)31.32'31.59'44.79'44.78'P.E. R2010-056128 N88° 42' 23"E 181.50'N01° 56' 33"W 240.00'S88° 42' 23"W 181.50'S01° 56' 31"E 240.00'#2238WATER VALVE VAULTRIM=607.65T/P 12" DIP E/W=599.65#2167SANITARY MANHOLERIM=607.66IE 8" PVC S=599.362 VERTICAL PVC PIPES#1196STORM SEWERRIM=608.55IE 24" RCP N=601.15IE 12" RCP E=603.00IE 12" RCP S=601.15#1142INLETRIM=606.82IE 12" RCP N=605.47#1130CURB INLETRIM=607.14IE 12" RCP S=604.44#1141CURB INLETRIM=607.15IE 12" RCP N=603.73IE 12" RCP S=603.75IE 12" RCP W=603.62#1473CURB INLETRIM=608.47IE 12" RCP N=COULD NOT ACCESSIE 12" RCP E=COULD NOT ACCESSIE 4" CPP N=COULD NOT ACCESS#1542INLETRIM=607.25IE 12" RCP N/S/W=602.90#1577CURB INLETRIM=607.68IE 12" RCP S=604.08#1438CURB INLETRIM=607.21IE 12" RCP N=604.23#1400CURB INLETRIM=608.00IE 12" RCP W=602.00#1910CURB INLETRIM=606.10IE 12" RCP S=602.30#2014CURB INLETRIM=605.45IE 12" RCP S=602.0910.00'10' UTILITY EASEMENT
REC. JULY 16, 1992
DOC. NO. R92-55138
5' PUBLIC UTILITY EASEMENT DOC. 694112 PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERPETUAL EASEMENTTAKEN FOR I.D.O.T. PURPOSESRECORDED JUNE 4, 2010DOC. NO. R2010-056128PERMANENT EASEMENTREC. JUNE 4, 2010DOC. NO. R2010-056128
PROPOSEDBUILDING3,500 SF71'-5" X 49'-0"IL-59(IDOT JURISDICTION)RENWICK ROAD(VILLAGE OF PLAINFIELD JURISDICTION)W. NORMAN AVENUE(VILLAGE OF PLAINFIELD JURISDICTION)6" CANOPY DRAIN CONNECTION6" ROOF DRAINCONNECTION6" SANITARY SEWER STUB6" FIRE/DOMESTICWATER SERVICE STUBCONNECT TO EXISTINGSANITARY MANHOLEIE: 599.36REPLACE INLET WITHHYDRODYNAMIC SEPARATOR(WATER QUALITY STRUCTURE)AND CONNECT TO EXISTING12" STORM SEWERIE: 602.906" PRESSURE CONNECTION TO EX. 12" WATERMAINLIGHT POLE (TYP)WYE CONNECT 6" ROOF DRAIN TO 12" PIPE6" PVCSTORM12" RCPSTORM12" RCP STORMEXISTING12" STORMSEWER TOREMAINFF = 609.5PROPOSED LIGHT POLE.SEE ARCHITECTURALPLANS FOR DETAILSEX. 6" SANITARYTO REMAIN6" DIPWATERMAIN6" PVCSTORMDRAWING NO.N:\2019\19113\19113.003 Plainfield\Drawings\ACAD\LD\S03\Sheet Drawings\C3 Util19113.003.dwg4/26/2019PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
1 04-26-19
ISSUED FOR SITE PLAN REVIEW
ORIGINAL ISSUE DATE:
DESCRIPTIONDATENO.
GRAPHIC SCALEC319113.003 APRIL 26, 2019
DEF
REI
BRP
S03PLAINFIELD ILLINOIS
PRELIMINARY UTILITY PLAN
7 ELEVEN NOTES:1.CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OF ALLEXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANYDISCREPANCIES IMMEDIATELY.2.UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORMSTRUCTURES IN PAVEMENT SHALL BE NEENAH R-2502 WITH TYPE D LIDOR APPROVED EQUAL, AND FRAME AND CLOSED LID STORMSTRUCTURES IN PAVEMENT SHALL BE NEENAH R-1772 OR APPROVEDEQUAL. FRAME AND OPEN LID STORM STRUCTURES IN OPEN SPACESHALL BE R-4340-B OR APPROVED EQUAL. ALL FRAME AND GRATESSHALL CONFORM TO LOCAL MUNICIPALITY REQUIREMENTS.3.LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSESONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.SANITARY SEWERSANITARY FORCE MAINSTORM SEWERWATER MAINUTILITY STRUCTURE WITH CLOSED LIDCURB INLETDRAINAGE STRUCTURE WITH OPEN LIDFIRE HYDRANTVALVE IN VALVE BOX GATE VALVE IN VALVE VAULTFLARED END SECTION (F.E.S.)LIGHT STANDARDEXISTINGPROPOSEDDESCRIPTIONCOMBINED SEWEROVERHEAD ELECTRICOVERHEAD TELEPHONEOVERHEAD WIREUNDERGROUND ELECTRICUNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICOVERHEAD UTILITY POLELEGEND53
54
55
EXTERIOR COLOR IDEATION | SUPER CENTER 04.08.2019
STORE 214 | PAINTED BRICK
STORE 214 | EXISTING BRICK
pharmacydrive up
SW 7640 SW 7046SW 7641 SW 7640 SW 7640SW 7046 SW 7046SW 7641 SW 7641
pharmacydrive up
SW 7640 SW 7046SW 7641 SW 7640 SW 7640SW 7046 SW 7046SW 7641 SW 7641
pharmacy drive up
bottle returnwelcomewelcome
PROTOTYPE
SW 7046 SW 7640 SW 7641 PAC CLADINTERSTATE BLUE
CANOPY COLOR
SW 6510
56
TO: FROM: DATE: SUBJECT:
REQUEST:
LOCATION:
APPLICANT:
PLAN COMMISSION JONATHAN PROULX, AICP, DIRECTOR OF PLANNING@ MAY17,2019 REPORT TO THE PLAN COMMISSION AXE FACTOR SPECIAL USE CASE NUMBER 1838-050119.SU
CURRENT ZONING:
Special Use for Private Recreation (Public Hearing)
13717 S. Route 30, Units 105 and 107
Tracy Musick
Office, Research, and Light Industrial District (I-1) PUD
Light Industrial I Business Park COMP. PLAN:
DISCUSSION Michael P. Collins PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Margie Bonuchi Kevin M. Calkins Cally Larson Larry D. Newton Brian Wojowski The applicant is requesting approval of a special use for private recreation to permit an axethrowing recreation business in Units 105 and 107 of the Plainfield Small Business Park. The size is zoned I-1 with a planned development that also allows a variety of B-3-type uses in the
large, multi-tenant building fronting Route 30. The Village's Zoning Code requires that private recreation uses in the I-1 zoning district be approved through the special use application process.
Existing Conditions/Site Context The subject prope1iy is located on the east side of a 58,000-square-foot multi-tenant building on a 4.71-acre lot having one (1) shared parking lot with 284 stalls. The adjacent land-uses, zoning
and functional street classifications are identified as follow:
Nmih: Vacant (I-1)
East: Vacant (I-1), Dukane Precast Plainfield plant (I-1) South: American Built Systems (I-1) West: U.S. Route 30 (Major Arterial), Harvest Glen residential subdivision (R-1) 24401 W. Lockport Street Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 Web wwwplainfield-il.org 57
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13717 S. Route 30, Unit 143 & 145
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