===== PDF PAGE 24 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO DEVELOPMENT COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: S.A. Final Development Plan 1 Innovation Drive FILE NUMBER: Norix COMMITTEE AGENDA DATE: Feb. 11, 2019 Resolution No. 19-R-0013 COUNCIL AGENDA DATE: March 4, 2019 STAFF REVIEW: Tom Dabareiner, AICP SIGNATURE. Za APPROVED BY CITY ADMINISTRATOR: Michael Guttman SIGNATURE ITEM SUMMARY: Norix, a leading manufacturer of furniture products for institutional and commercial facilities, is request- ing Final Plan Approval for the construction of their 204,849 square foot global headquarters on 22 acres on the west side of Innovation Drive, west of Technology Boulevard in the North Park Area of the DuPage Business Center (DBC). The new “state of the art” headquarters will consolidate under one roof many of the manufacturing operations currently outsourced outside of Illinois and the United States. Norix hopes to break ground on the project as soon as weather allows. The energy-efficient building features passive sustainable design, a two-story, full-glass, lobby and an upper-level, cantilevered board room. It will contain about 32,000 square feet of office space, 79,000 square feet of manufacturing and 90,000 square feet of warehouse. The warehouse area contains 12 loading docks plus two drive-in doors. Outside will feature a naturalized landscape, pond and bio- filtration rain gardens. The design will allow for a 124,000 square foot future expansion. Norix is seek- ing LEED Certification for the site and building design. In accordance with the Intergovernmental Agreement (IGA) with the DuPage Airport Authority (DAA), both the DAA and City shall approve any development proposal within the DBC which meets require- ments. The DAA Board will consider Norix at their February 25, 2019 meeting, meaning that the City Council will need to consider the matter at its March 4, 2019 meeting, as City approval must occur within 15 days after DAA approval. The attached draft Resolution references specific site plans and building elevations for the proposed development. Currently, final versions of these plans are being prepared based on recent review comments from Public Works (and City Engineers, and will be specifically corrected and listed in the Resolution before it reaches City Council. The most recent set of plans is attached. The terms of the IGA require the City Council to approve the final development plan (and any amend- ments thereto) if it is in conformance with all of the controlling documents (the City’s Airport Zoning District regulations and the DAA’s Minimum Design Standards). City staff acknowledges that the pro- posed development plans will comply, once changes are made. Compliant changes must be made be- fore the Resolution will be released to Council for approval. ===== PDF PAGE 25 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO UPDATE: At its meeting held February 25, 2019, the DuPage Airport Authority approved the Norix plans by Resolution No. 2019-2231. Also, revised and corrected plans were submitted and are reflect- ed in the City’s draft Resolution. ACTION PROPOSED: Consideration of the final development plan for Norix located at 1 Innovation Drive. COMMITTEE RECOMMENDATION: At its February 11, 2019 meeting, the Development Committee recommended unanimously in support of the Final Development Plan for Norix. ===== PDF PAGE 26 ===== [Extraction: OCR (rendered-page OCR)] RESOLUTION NO. 19-R-0013 A RESOLUTION APPROVING THE FINAL DEVELOPMENT PLAN FOR NORIX 1 INNOVATION DRIVE - DUPAGE BUSINESS CENTER WHEREAS, the City Council of the City of West Chicago shall consider proposed development within the DuPage Business Center to determine compliance with the applicable codes and ordinances of the City of West Chicago; and, WHEREAS, the DuPage Airport Authority conditionally approved the final development plan for the Norix Development by Resolution 2019-2231 on February 25, 2019; and, WHEREAS, the City Council of the City of West Chicago has determined that the proposed Final De- velopment Plan for the Norix development does comply with the applicable codes and ordinances of the City of West Chicago. BE IT RESOLVED by the City Council of the City of West Chicago, in regular session assembled as follows: Section 1. That the Final Development Plan for the Norix development is hereby approved in accordance with the following plans, attached hereto as Exhibit “A”: 1. The Site Development Package prepared by Heitman Architects dated 12/5/18 and revised 2/18/19. 2. The Landscape Plans prepared by Conservation Design Forum dated 12/5/18 and revised 2/18/19. 3. The Parking Layout prepared by Heitman Architects dated 2/18/19. 4. Site Improvement Plans prepared by Haeger Engineering dated 8/29/18 and revised 2/18/19. Section 2. Landscaping for the south property line and for the southwest portion of the property where a temporary berm is currently shown shall be reviewed at the time of the Phase 2 building permit application. Section 3. That all resolutions, or parts thereof, in conflict with the provisions of this Resolution are, to the extent of such conflict, expressly repealed. Section 4. That this Resolution shall be in full force and effect from and after its adoption and approval as provided by law. APPROVED this day of 2019. AYES: NAYES: ABSTAIN: ABSENT: Mayor Ruben Pineda Resolution 19-R-0013 Page | of 3 ===== PDF PAGE 27 ===== [Extraction: OCR (rendered-page OCR)] ATTEST: City Clerk Nancy M. Smith Resolution 19-R-0013 Page 2 of 3 ===== PDF PAGE 28 ===== [Extraction: OCR (rendered-page OCR)] Exhibit “A” (insert Site Plan, Landscape Plans, and Building Elevation Plan here) Resolution 19-R-0013 Page 3 of 3 ===== PDF PAGE 29 ===== [Extraction: OCR (rendered-page OCR)] NORIX roll INCORPORAT NEW OFFICE & en ITASCA, ILLINOIS 60143, USA MANUFACTURING omar FACILITY | WEST CHICAGO, ILLINOIS ecman Arhec Inerperated is Proferiel Desig Fem - “Aes CorportedL kemse Na 164000715) ‘© Copyright 2019 by Heznaa Archies ncorporntcd The cuca, preted sev ccavess fra. re arworns of Servis for we sly Web repel 1s (prowct Heme Aches eayecstd rns acne bw, story eed ehct ‘Robt ching copa No eee o ptt rede un ese oun peso pba carp veh he wrioce penaine of Hekmus Achoacs Inecporird. Unschorund npr tune ely Tear roles he ‘copy ews of hc Ul Stas ad wd ite Mamet pal prosestna, GENERAL CONTRACTOR SOLTYS Design: } Build Tesla ofeslaba ale tala \s ie } ~—. Ot HeitmanArchitects Incorporate ¥ SITE DEVELOPMENT SUBMITTAL norix SHEET INDEX - ARCHITECTURAL SITE DEVELOPMENT FURNITURE A0.0a__ [COVER SHEET 78/2019 NEW OFFICE & Ai.0a__|SITE PLAN 2716/2019 ‘Al.ta_ [PARKING PLANS 2/16/2019 MAN! UFACTURING FACILITY Ai.2a__ |SITE SECTIONS 2/18/2019 ‘A2.0a__ [COMPOSITE PLAN - GROUND FLOOR 2/16/2019 WEST CHICAGO, 160189 ‘A2.1a__ [COMPOSITE PLAN- 2nd FLOOR 2/18/2019 ‘A5.0a__ [BUILDING ELEVATIONS 2/18/2019 SHEET INDEX - CIVIL TITLE SHEET 01/24/2019 GENERAL NOTES & SPECIFICATIONS 01/24/2019 |WEST CHICAGO NOTES & SPECIFICATIONS (01/24/2019 EXISTING CONDITIONS / DEMOLITION PLAN (01/24/2019 GEOMETRY AND PAVING PLAN (01/24/2019 ——s UTILITY PLAN (01/24/2019 EXISTING POND "H" CONNECTION 01/24/2019 GRADING PLAN 01/24/2019 TYPICAL DETAILS 01/24/2019 SWPPP TITLE SHEET 01/24/2019 SWPPP GENERAL NOTES, SPECIFICATIONS, & DETAILS [01/24/2019 [STORM WATER POLLUTION PREVENTION PLAN (SWPP) [01/24/2019 FIRE TRUCK ROUTING PLAN (01/24/2019 SHEET INDEX - LANDSCAPING PLANTING PLAN (01/25/2019 PLANTING SCHEDULE AND DETAILS 01/25/2019 ISSUE/DATE 1 42/0§/2018_ SITE DEVELOPMENT SERRE 2 1/24/2019 SITE DEV. RESUBMITTAL. 6 2/18/2019 SITE DEV. RESUBMITTAL II ‘SHEET TITLE COVER SHEET DATE SHEET NUMBER DESIGN DRAWINGS: 12/05/18 NOT FOR CONSTRUCTION} ———— negmamamneatroumeinnemmetccamuce | provectwumaen | A\(),0Q thereuch evaluation of specific existing | comets, srk th ca vte004 "geldetine cutensies omty. Detailed desig docements will be required by att ===== PDF PAGE 30 ===== [Extraction: OCR (rendered-page OCR)] MAXIMUM FAR: EXT. PERSPECTIVE - AERIAL EXT. PERSPECTIVE - NORTH EXT. PERSPECTIVE - SOUTH ZONING ANALYSIS: OBLIGATIONS, THE CONCEPTUAL PLANS ARE IN COMPLIANCE WITH THE BULK AND APPLICABLE ZONING REQUIREMENTS BASED UPON THE INFORMATION CURRENTLY KNOWN RELATING TO APPLICABLE LAWS. A- AIRPORT DISTRICT (LIGHT INDI USTRIAL MAXIMIUM ALLOWABLE HEIGHT: R PLANNED: MINIMUM ZONING LOT AREA: Kes tert SF) ACTUAL: 22 ACRES A MINIMUM ZONING LOT WIDTH: @A actu: MINIMUM FRONT & EXTERIOR SIDE YARD: BUILDING PAVING ALLOWED: 40° 2 ACTUAL: 27 4o MINIMUM INTERIOR SIDE YARD: BUILDING = PAVING ‘ALLOWED: 20° 1S ACTUAL: 182 2 MINIMUM REAR YARD: BUILDING pavets at or ALLOWED: ACTUAL: 2 mower: QA TO THE BEST OF HEITMAN ARCHITECT'S KNOWLEDGE AND BELIEF AND TO THE EXTENF OF CONTRACTUAL SITE AREA: BUILDING AREA: GLAZING CALCULATIONS. NORTH ELEVATION TOTAL: GLAZING: % EAST ELEVATION TOTAL: GLAZING: % SOUTH ELEVATION TOTAL: GLAZING: % WEST ELEVATION TOTAL: GLAZING: % 22.16 ACRES 204,259 SF TOTAL BUILDING 123,740 SF EXPANSION ‘89,398 SF - WAREHOUSE ‘602 SF - SHIPPING OFFICE 60,211 SF - PRODUCTION 21,000 SF - CONVENTIONAL MOLDING 13,212 SF - OFFICE FIRST FLOOR 5.525. SE- ENGINEERING OFFICE 189,958 SF - FIRST FLOOR 13,274 SF - OFFICE MEZZ 1027 SE OC OFFICE ME7Z 14,301 SF - MEZZANINE 16,638 SF 3,263 SF 20% 14,955 SF 4,418 SF 24% 42DOCKS 12'0.C. <)\— EXPANSION 123,740 SF at Sn KREHOD 89,398 SF NORIX PRODUCTION 58,222 SF y. 159-9" ' \. \ aN SCREEN FENCE. £7 HGH, PANT TOMATCH BURDIIG DRIVE-IN DOORS (2) CONCRETE PAD = FUTURE PARKING (162 CARS) \“e » aE te reer 440-0" "204,259 SF \ E ce LILA in LY ran LLLLLL LLL Et Let DeTse le FUTURE PARKING FABIAN PARKWAY ph TWNOISSAY 16,638 SF 3,564 SF 28% 15,878 SF 552 SF 3% (2. SITE PLAN \at.0a/ 1" = 80'-0" DESIGN DRAWINGS: NOT FOR CONSTRUCTION E INCORPOR 555 PIERCE ROAD, SUITE 130 ITASCA, ILLINOIS 60143, USA TEL. 630.773.3551 FAX. 630.773.3599 “Ache CorpormuonL ease Ne 15000715) Unsathord GENERAL CONTRACTOR SOLTYS Design Build norix: FURNITURE NEW OFFICE & ONE INNOVATION DRIVE WEST CHICAGO, IL 60185 1 i ISSUE DATE 1 12/05/2018 SITE DEVELOPMENT PACKAGE 2 1/24/2019 SITE DEV. RESUBMITTAL 6 2/18/2019 SITE DEV. RESUBMITTAL II ‘SHEET TITLE ‘SITE PLAN DATE ‘SHEET NUMBER 12/05/18 PROJECT NUMBER Al : 0 a Ihereezh evalaton of specific eusilag building cwadliines. Empleyee comets, ‘arnerv entries sa product latentaris ae provided prtinisary [iden einai ty Dead design documents wil be required by Ievnsed design proeaenals freer, a project maven eran. 216094 onan Arhaecs lnepeeted ia Profernl Design Fm - © Copyght 2019 by Hamas Archssas ncorporicd Thess documces, in piicd tes corer fara. we horwnes of Servic for we vley wih respect is {posct Heaman Archsors Kewpereed eas ll coma iw. star ad chet es weladng cope No Keene nh to yrcuer or we ese Soret ipmiod or mpd ccs we he wreca pernnore of Hcknaa Aches Deore qroducnon or woe set Frohbaed oles te capi lew of the Uasal Stns aad il pet he wont pal prose, MANUFACTURING FACILITY ===== PDF PAGE 31 ===== [Extraction: OCR (rendered-page OCR)] | | | | PARKING REQUIREMENTS: BUILDING AREA: 89,398 SF - WAREHOUSE. (602 SF - SHIPPING OFFICE 60,211 SF - PRODUCTION 21,000 SF - CONVENTIONAL MOLDING 13,212 SF - OFFICE FIRST FLOOR i ic 189,958 SF - FIRST FLOOR 13,274 SF - OFFICE MEZZ. 14,301 SF - MEZZANINE, PARKING REQUIREMENTS PER ZONING: 4 SPACES PER 1,000 SQ. FT. OF FLOOR AREA (GROSS) 555 PIERCE ROAD, SUITE 130 ITASCA, ILLINOIS 60143, USA TEL. 630.773.3551 FAX. 630.773.3599 i OFFICE: MANUFACTURING / WAREHOUSE: 1 SPACE FOR EACH 1,000 SQ. FT. OF SPACE UP TO 100,000 SQ. FT.; PLUS 1 SPACE FOR EACH 2,000 SQ. FT. IN EXCESS OF 100,000 SQ. FT GAR CALCULATIONS: FUTURE PARSING: (CURRENT PHASE | (162 CARS) OFFICE 28,115/ 1,000 = 29x4= 116 SPACES MAN./WH 176,144 100,000/ 1,000 100 SPACES 76,148/2,000= -39 SPACES Nico Aes opr es Pte Deg Fe TOTAL CURRENT REQUIRED 255 SPACES cles Copernic 4087 TOTAL EXPANSION REQUIRED 62 SPACES capes s0i9 Hema ‘etmemone seis Seater cere eae evo yeah rope ae PLAN TOTALS: : Fp een linseed cacy, yet CURRENT PLAN TOTAL 200 SPACES PHASE | (255 REQUIRED) Sots eceiag prin. Ka emo seh rere ee mes LAND BANKED SPACES. 55 SPACES pErersed Unnceted yess eet ety feat vis be EXPANSION TOTAL 453 SPACES (317 REQUIRED — WILL BE BUILT AS NEEDED) copyright lw of the Uniod Stats and will aibyet the vila to hegal prosscuta, PLAN SHOWS MORE FUTURE PARKING THAN REQUIRED TO SHOW SITE MAXIMIZED. GENERAL CONTRACTOR PHASE Il CONSTRUCTION TO ONLY ADD PARKING AS NEEDED. LAND-BANKED — SOLTYS LANDBANKED PARKING NOTE: LANOBANKED PARKING: WEST CHICAGO ZONING CODE 10.5-7(E)\2) - THE CITY, UPON CONSULTATION WITH THE OWNER OF THE PROPERTY, SHALL HAVE THE RIGHT TO REQUIRE THE OCCUPANT OF THE PROPERTY TO .... INCREASE THE : = NUMBER OF PARKING SPACES PROVIDED TO SERVE SAID ZONING LOT UP TO THE MAXIMUM REQUIRED BY SUBSECTION Design.) Build 1-5-7(F) FOR THE PROPERTY IN QUESTION IF THE REQUIRED PARKING BECOMES NECESSARY TO SERVE THE DEVELOPMENT. i i | J | ' \ ‘aa ) C by C @ ja] ' —— ee FURNITURE F) NEW OFFICE & 3 MANUFACTURING FACILITY == ONE INNOVATION DRIVE fb WEST CHICAGO, IL 60185 fb 5 PARKING jaa ©) (9 CARS) < ) PARKING (191 CARS) (A. PARKING PLAN | | | | | I pe —_—_——_ ISSUE DATE 2 1/24/2019 SITE DEV. RESUBMITTAL 4 02/06/2019 SITE DEV. NOTE (2 PARKING PLAN CIRCLE AND FUTURE LOT atte Ter 6 2/18/2019 SITE DEV. RESUBMITTAL II SHEET TITLE PARKING PLANS DATE ‘SHEET NUMBER DESIGN DRAWINGS: 01/21/19 NOT FOR CONSTRUCTION a eeeeenniaay PROJECT NUMBER Al s 1 a “Th plan bent abe wsed fr cemsraction Pian layents ae for cocept iy, and are sabe te change based om detalles code nnalale 216094 ===== PDF PAGE 32 ===== [Extraction: OCR (rendered-page OCR)] HEITMA ARCHITEC INCORPORAT 555 PIERCE ROAD, SUITE 130 ITASCA, ILLINOIS 60143, USA TEL. 630.773.3551 FAX. 630.773.3599 sma Arches ncerorte i Prferinl Design Fem = (A NORTHWEST VIEW FROM EDGE OF PROPERTY GZ, SOUTHWEST VIEW - EDGE OF PROPERTY scatter tree desea pessoa ay a 1.2 eateries i as [roped Unsaid nyc er boty oben oles Cod levels Uasal Sis sao nip care gd peer GENERAL CONTRACTOR SOLTYS Design Build (3 \ SOUTHEAST VIEW - FABIAN PARKWAY (4 \ NORTHEAST VIEW - ENTRANCE neorix Neal e123, ROOFTOP FURNITURE “4 EQUIPMENT eee =rero NEW OFFICE & Benne —_ MANUFACTURING FACILITY ce] ASHEDLINEISAVERAGEHEIGHT i ——s—“—s F PROPERTY. _-—-——— ONE INNOVATION DRIVE il CANDSCAPE PLAN FOR SPECS site une FROMEDSE —— WEST CHICAGO, IL 60185 eee: TTT | | =] nny en On 4 ee [ect an = — qo ‘TT qn oe qe Teed eb Oe 0 OD i BO en 8 ee i 0 ee BD DD ee De Te (6 \ SITE SECTION 3 ROOFTOP EQUIPMENT ee (5. \NORTHWEST VIEW - FABIAN PARKWAY EDGE OF PAVEMENT z] i a Be z & me S| | Q' i=} a Teo SSS Sr Sr Teen ra To Olle 1 rel ISI TESTES STS ee BSS ie Eerie rit eeeiaaere anaemia! ISSUE DATE 2 1/24/2019 SITE DEV. RESUBMITTAL Gay SECTION 2 6 2/18/2019 SITE DEV. RESUBMITTAL II z x fi 7 og 3| 2 Og z oe a e E * qd . ENT ¥ a * 3 AY —— gece nn dij LANDSCAPE PLAN FOR SPECS: z é | ere une FROM! INGENUITENAL — - | —_—_ ot fale ==s= a a SITE SECTIONS = T 7 ii FEI t lt ite i i bins it hs Li teat aa i : = Te ji 7] TT j =| ill Se ee =i Fall iii Slt F-qllesli--ili ell ETS FSFE l= il =e Elli Fale lf DATE SHEET NUMBER DESIGN DRAWINGS: omnere SITE SECTION 1 NOT FOR CONSTRUCTION _—__ A1.2a) 1" = 40-0" ee see Z| (ReOHetUMees A1.2a 216094 tex oot. Drea wih pretend by P eraned deg profeulenali a record, as profect maven forward. ===== PDF PAGE 33 ===== [Extraction: OCR (rendered-page OCR)] © © © | | 420.0" | t 60-0" J 60'-0" J 12 ae 60-0" + 60-0" t AL lat SHIPPING RECEMING, AL 4 (K) \ I I | Fd Ff 2 | 5 & y | | 1 5 ~ aor en ~ i. ~ ~ ~ a on ni ~ y ~ ~ P ir IG) 1 1 ! 1 | | ig | ! 1 - z sles = J “ - & aos = azells = + eS —s HC) | | | | I ! g g ! 1 1 1 1 ba J - — wee _ - - -4 - -—1- _ L _ -Foe (H) | | I I , 3 ' | ! ! ~p ~~ — 5 - - - - - — - — — - — - (s) | NORIX FOOTPRINT 189,958 SF zl Ei g I 1 1 I [ _ _ p L | \ | | Q = = Ss aes = = = —t = — sl - = bs = + = = + SS CLERESTORY a WINDOW BAY ABOVE L i (STRUCTURE +50" I | 3 WITH STOREFRONT FS = MIINDOW AROUND § - -—+ - - = ae -+ - Sages - + - + = 1 \ 1 1 __t F BH = =|= B.7, 2 —jp2+1+@ = @) | | t Fifa : es = 7 i = = = Tr = SiS" © 60 © (1. \ COMPOSITE PLAN - ist FLOOR © \Q2.03/ 1" = 30'-0" DESIGN DRAWINGS: NOT FOR CONSTRUCTION “Thi plan baa oe one fr coasrection. Plemlyents are far ecept design uty, and re sab ject change based on dealed local cade analysand thereezh esis of pectic eustieg balding ceding. Empleyee cout, oreirare Inventories and pradoct Inteneries are provided at prelims {sideline etimaes ony. Detaled desgs dacemeals wll be required by ensed desi profesanal of record 88 proc mates fread Oy ->r 09 O a 555 PIERCE ROAD, SUITE 130 ITASCA, LLINOIS 60143, USA TEL. 630,779.3551 FAX 730.713.3 599 Henan Archéect Inwpeetel it Pofereal Dei Fem = “ache Carpio ene Na, TEL Q00715) (© Copyrght 2019 by Henan Archies Incorporated. Thess documces, m preted ‘a caesene form, re kurwmens of Service for wesley wih ropect 1 is (Fosct Hemmas Achec coyerued ris comme bw. Sataory sad ect [Rese inching copy No ene eight trepeaduce rue these doses gmc er impo caeoge we he wren perma of Hcsman Anos ‘Unsuchrid aren sy pchied ales he copyright ews ofthe Vesa Sac ad wi ast he nao Lip proses, GENERAL CONTRACTOR SOLTYS Design: ) Build norix: FURNITURE NEW OFFICE & MANUFACTURING FACILITY ONE INNOVATION DRIVE WEST CHICAGO, IL 60185 eo ISSUE DATE 1 12/05/2018 SITE DEVELOPMENT PACKAGE 2 1/24/2019 SITE DEV. RESUBMITTAL 6 2/18/2019 SITE DEV. RESUBMITTAL II pe SHEET TITLE COMPOSITE PLAN - GROUND FLOOR DATE SHEET NUMBER 12/05/18 monn} A2.0a 216094 ===== PDF PAGE 34 ===== [Extraction: OCR (rendered-page OCR)] © @ 420-0" | t 60'-0" _ 60'-0" a 120-0" I 60'-0" + 60'-0" 60'-0" t 1 1 ( 1 1 a Pn — so (K) i} i} i] 1 Ei 1 i} 1 1 2S = =e & = a = T = lle ed i = = ~ +HG) | 1 i ! | 3 3 1 1 1 i i 1 _ - -l- - LL - J - -t_ | _ - - - rt) 1 1 | if | K | | ! i) i] i _ _ = ==}s.= = = : = = a oho 1 _ _ -L tL (4) 1 1 1 1 i} d bd 3 i] ! 1 ! - - -=4- - - - a - oo _ - _ = be (s) ' 1 3] 8 | 7 cell _ 1 _ 7 7 te L 7 _ 7 L @) \ \ i a —e tle women m ——— ach. = i= 7 _ = i). €) ' \ \ I I 3 ee ee ; i} ' T 1 i} =o -AL@ ® @ (A COMPOSITE PLAN - 2nd FLOOR \a2.1a/ 4" = 30°-0" DESIGN DRAWINGS: NOT FOR CONSTRUCTION “Thi plan baat tobe wed for covtractbn. Pl leywat are fr concept dics ‘tp,and aresnbject la change bed on detaed local code sual and ‘neronthevaleaio of spec eing ulding contin Empleyre cova Vernier Inventories sed predact lniewtores are provided #1 prlidnary (Pevine einates ety. Detaled deign decemets wil be regeled by Iernsed design profelonals a ecards prefect eves area. nN Zama HEITMAN ARCHITECTS INCORPORATED 555 PIERCE ROAD, SUITE 130 ITASCA, ILLINOIS. 60143, USA TEL. 630.773.3551 FAX. 630.773.3599 esman Architect 4 Profernceal Design Fern ache Corporation emse No 164000715) [© Copyeght 2019 by Hezman Archi ncarperict Thess docu in prsicd se eeves orm. me Raman of Seve fo unt solely wth respect to is ‘oct Heaman Archacca epoca ein al ewan hw, sans ad ther ‘gan inca copyrgin No Beene o right to eyodce cr een dcerentt Breanat ee mpi caeopt w ah he women formar of cen Archon Incoersted, Unaurand nq oo eset fried oles te coppiht ews ft asad Sens and wil wet he voli ipl prescate. GENERAL CONTRACTOR SOLTYS Design) Build norix FURNITURE NEW OFFICE & MANUFACTURING FACILITY ONE INNOVATION DRIVE WEST CHICAGO, IL 60185 a ISSUE DATE 12/05/2018 SITE DEVELOPMENT PACKAGE 1/24/2019 SITE DEV. RESUBMITTAL 2/18/2019 SITE DEV. RESUBMITTAL II pe SHEET TITLE COMPOSITE PLAN - 2nd FLOOR DATE ‘SHEET NUMBER A2.1a 12/05/18 PROJECT NUMBER 216094 ===== PDF PAGE 35 ===== [Extraction: OCR (rendered-page OCR)] ® TiPRECAST O° T/2ND FL 15-0" | | | | L | I | | CT ? i £ — TSLAB_ | == tt i ) { Uh \ -_ eS L =I INSULATED PRECAST WALL INSULATED PRECAST WALL NORTH EMPLOYEE ENTRANCE PANEL, TYP. PANEL, TYP. VESTIBULE BEYOND: (A EAST ELEVATION \Q5.03/ 4” = 20'-0" ‘VPICAL PRECAST FINISH NOTES: >= + WHITE PANELS — STAIN © © ©© © ® © @ Oe — + CLERESTORY WINDOW BAY ABOVE FINISH WITH COLOR NED F 7 = 7) (STRUCTURE +50" wiTH ‘APPROXIMATE LOCATION OF CONCRETE ct a ee) i i STOREFRONT WINDOW AROUND) ROOF TOP UNITS BEYOND i fa @ era se am = 4 A a ii =I. =e q —— ri | === LI i N T @ TI2ND FL _ 15°- 0° a nN @ T/SLAB. \\ DY 1 bY} | [eo INSULATED GLASS IN CURTAIN INSULATED PRECAST WALL INSULATED GLASS IN CURTAIN, WALL SYSTEM AT EMPLOYEE PANEL, TYP. WALL SYSTEM, TYP. ENTRANCE WITH CANOPY, TYP. (2 \ NORTH ELEVATION \Q5.03/ 4" = 20'-0" «) @) © () © © (©) ©) © (@) ew TTTTTTTI tg o = = — v : i a TEREgAS Ap. MOLix == H | ump dy PUAN _o Kl it Kt Kt f Kt U0) slag INSULATED GLASS IN CURTAIN INSULATED PRECAST WALL / WALL SYSTEM, TYP. PANEL, TYP. ((3.\ SOUTH ELEVATION - SITE DEVELOPMENT \a5.03/ 41" =20'-0" CLERESTORY WINDOW, TYP. INSULATED PRECAST WALL He n PANEL, TYP. L. TPF AST. & L LIT TIT I{T TTT I Ii Tit Tit Tit £ Tit TT T ZL = = A —_ ‘ad ait wl ‘a ry a=) T/2ND FL 4 — 7 = 7 7 7 7 7 7 15-0" 7 ct it = = Cc _T/SLAB im: 0-0 16° WIDE X 16° HIGH 9 WIDE X 10 HIGH 9 WIDE X 10° HIGH DRIVE-IN DOOR, TYP. DOCK DOOR, TYP. DOCK DOOR, TYP. DESIGN DRAWINGS: (4.\WEST ELEVATION oats \a5.03/ 1" = 20'-0" “This plan wat be woe fr coastraction Pom lnyots ae for concept deics ‘tysand are subject change based om dtaied lcs code salle and thereezh alana of spect using bulding cvdiionn:Expleyee cout, "ernirerelnveateris amd prodectlaveatorks are provided 3 preininary [Pelelin eimates nly. Detaled dig dacement Wl be reqeleed Oy eenaed devia profesional of record 8 project eves fread | RCHITECTS NCORPORATED 555 PIERCE ROAD, SUITE 130 ITASCA, ILLINOIS 60143, USA TEL 630,773,9551 FAX. 620.773.3599 Mosman Ares neers it Proferina Dei Fem = “aries Corsi case Na 1620007157 (© Copyright 2019 by Htmas Archives Icorportcd Thess cumcas, m prbtcd tl eecese fora, are ara of Service for newly weh respect to i rosct Hexman Arco lewperacd rans alceaaoe iw. sane nd oct ‘Bett eadng copy No cease or ight voce rue ese Sorat Ripmtad oc aaplal cae wah the wrca penne of Heenan Archon Inreparted. Unsuthrid rpeodacie o we set) peahioeed moles be ‘copyright ew of th asl Stas a wil pet he vnunet gl pret, GENERAL CONTRACTOR SOLTYS Design: } Build norix’ FURNITURE NEW OFFICE & MANUFACTURING FACILITY ONE INNOVATION DRIVE WEST CHICAGO, IL 60185 ——————— ISSUE DATE 1 12/05/2018 SITE DEVELOPMENT PACKAGE 2 1/24/2019 SITE DEV. RESUBMITTAL 6 2/18/2019 SITE DEV. RESUBMITTAL II eT SHEET TITLE BUILDING ELEVATIONS DATE SHEET NUMBER A5.0a PROJECT NUMBER 216094 ===== PDF PAGE 36 ===== [Extraction: OCR (rendered-page OCR)] Know what's below. Call before you dig. ‘Cad a1 athens 6 pour, exchcing ‘wee ana naksna, bor pu CITY OF WEST CHICAGO Department of Public Works. Engineering Division 475 Main Steet West Chicago, IL 60185 Tek 630-293-2255 Fax 630-293.3028 OWNER: Norix Group Ine. 1800 W, Hawthome Lane, Suite N West Chicago, It. 60185, Tok 630.231.1331 Fax: 800.234.4300 DEVELOPER: SOLTYS Design Build P.O. Box S416 Elgin, IL 60121 Tok 630,940,4429 Fax: 630.635.8220 PREPARED BY: Haeger Engineering LLC no's Prof. Design Frm #184-003152 100 East Siate Parkway Schaumburg. IL 60173 ‘Tek: 847-394-5600 Fax: 847-394-6508 ‘worw haegerengineering.com Benchmark Site Benchmark CP 8652 (See Survey) ‘Description: Bo¥'on Hydrant Elevation: 76458 NAVD 88 (Geold 124) DuPAGE BUSINESS PARK SITE IMPROVEMENTS FINAL ENGINEERING PLANS SECTION 7 TOWNSHIP 39 NORTH RANGE 9 EAST 1 INNOVATION DRIVE, WEST CHICAGO, ILLINOIS DuPAGE COUNTY WAIN STREET" LOCATION Mar TNDEX TO SHEETS NO. DESCRIPTION clo 20 en ao ry so cs. 60 79 TM SHEET GENERAL NOTES AND SPECIFICATIONS WEST CHICAGO NOTES AID SPECIFICATIONS Basti COrioMOns / DEMOUTICH PLAN ‘GEOMETRY ALID PAVIG PLANT ‘UTuTY Put BASTING POND “Hr CONNECTION GRADING PLATE TYPICAL DETALS INDEX TO STORM WATER POLLUTION PREVENTION PLAN SHEETS NO. DESCRIPTION EC1O £20 £30 ‘SWPPP TITLE SHEET SWPPP GENERAL NOTES, SPECIFICATIONS, & DETARS. ‘STORM WATER POUUTION PREVENTION PLA (SWPPP) PRINCE CROSSING RO. ® NELTNOR BLVD, } LEGEND Description Storm Sewer Manhole ‘Catch Basin Inet Flared End Section Hoadwall ‘Area Drain ‘Santary Sewer Manhole Clean Ou ‘Storm Sewer ‘Storm Sewer Service Perforated Underdrain Santary Sewer Santary Sewer Service Combined Sewer Force Main Water Main Water Main Service Fire Hydrant Valve Vaut Valve Box BBox Well Head Light Pole Light Pole With Mast Arm Traffic Signal ‘Teatfe Signal With Mast Arm, Hand Hole Fence Guarda Pipe Bollard Sign Gas Valve Gas Line Electric Line Overhead Unity Line Fiber Optic Line Electrical Pedestal Electric Manhole Guy Wee tity Pole Telephone Pedestal Telephone Manhole Telephone Line Cable TV Line Cable TV Pedestal Flagpole Mailbox Handicapped Parking Stall Number of Parking Stalls Curb & Guter Reverse P&ch Curb & Guter Depressed Curb Retaining Wal Curb Elevation and Gutter Paverert Elevation Pavement Elevation ‘Sidewalk Elevation Ground Elevation ‘Top of Wall Elevation Bottom of Wall Elevation (Open Lid Frame & Grate (Closed Lid Frame & Lid Fra Hydrant Grade Ring Elevation ‘Swale Hardseape Flow Softscape Flow Contour Line Wetland Wetland Butter Normal Water Level High Water Level Flood Pin Flood Way Deciduous Tree Coniterous Tree Bush Brushine Soil Boring ‘Over Land Flow Route EXPIRES n 2 ~ © Q (3 HAEGER ENGINEERING consulting engineers TITLE SHEET DuPAGE BUSINESS PARK SITE IMPROVEMENT PLANS INNOVATION DRIVE, WEST CHICAGO, ILLINOIS 11-30-19 P.0, Box 5416 Design:)Bui ig eorataete land surveyors ‘ais Prbeionl Design Fam cera Ho. 184.003182 se haagernginering com 100 fa te Prknoy, Schownbneg 60172. eb 847.394.6400 Fou 847.994.6608 Project Manager: PL Engineer: Project No, CI iv 08.29.2018 17089 0 ey Onvatemene ===== PDF PAGE 37 ===== [Extraction: OCR (rendered-page OCR)] 2 3 10, nn 2 a “ 5 16 ” TY nace Fete PaCIAIMCaR oad penn 720 ann og bby Haeger Engineering, LLC, the Engineer. ‘& “dural Agency” shall mean any local, muncpal, county, township, state of federal entity of (overnment of other entty having jutsdction of some azpect of te project trom whom approval. Derma andlor review and approval was required. The Specifcatons governing tis project are 33 flows. ‘sdbsequent“Supplemertal Specifeations and Recurring Special Provisions” as wel gx any appcable IDOT Highway Standards, Hereafter hese tems shale cobectvely be referred to 38 (be IDOT Standard Specticatons. ‘&, Water Man, Storm Sewer, and Santary Sewer constuction shall conform to the "Standard Specticatons for Water and Sewer Constructon in Minos, atest edton. ‘4. Sel Erosion and Sedimentation Contrl shall conform to he Hino Environmental Protacton ‘Agency (IEPA) “Iino Urban Menvaf (TUM), latest edtton and “Iinoss Procedures and Standards fer Urban Sol Eroson and Sedimentation Conte lstest editon, @. Tratie Control shal corform to the “Manual of Undorm Tratie Control Devices” (MUTCO), latest cedton, as well as he latest ection ofthe “Wino Supplemert tothe MUTCD’, and IDOT “ualey ‘Standard for Work Zone Trafic Cortrol Devices’, test edtion 1. Alhandcap accessibity tems shall conform tothe Iino Accessibilty Code (AC), test edton. 1. General Notes and Specticatons contained heren or elsewhere as a separate document. Wa confict contradcton, or dscrepancy occurs between any of the above Speciicatons the more ‘eengent regurement shall apply, Unless drecied otherwrse by the apebeable Jurmdicoonal Agency. ‘Contract Documents ‘a. The Engneer's Plans and Speciicatons shall be included as part of he Contract Documents, 1. Al(Contractors shall earehily examine the Plans and Spectfeatons, and ether Cortract Documents prepared for te work. They shal vist the ste of ie werk and acquaint emsehves ‘wah al local condtions, codes, and requremerts afecing te contract. awarded the contact, ‘submited to the Engineer for turer explanations and drawings 8s may be necessary to clarty the postin queston porto the contract award. tis the ntenton of the Corract Documents to ‘provide a job complete in every respect. Incidental tems or accessories necessary/to complete {he werk may not be specticaly ncted or shown but tat are necessary to complete the project shallbe considered inckental tothe Cortract. The Contractor is response for te resut and to ‘um over the project in complete operating condition, respective of whether the contract documents cover every indvicual fem in minute detad 14. The Contactor shal review the subsutace explorason and report (aa, sol boring ‘report prepared by Sol and Matersl Consubarts, Ine. dated 0418/2018, to become farstar ‘wah the subsurtace sollcondiuons forte ste. Copies fal such sol boong reports for he Property can be obtained from the Owner. W any additonal sls datas needed to confirm the (Coreractos opinions of the subsutace concitons, tes shall be done atthe Contractor's expense, ‘The Contractor shal ottan the Owner's wrrtenauthortzaton to access the ste to conduct a supplemental sols investigator. The Owner and Engineer make no represertaton or waranty regarding the number, location spacing or depth of borings taken, nor of the accuracy of rebabity the information gwven in the resus therec. Furthermore, the Owner and Engineer aesume no responabily for te possibity that dung consructon, the soll and groundwater conditions may vary between borings or are dtferert than previously indicated, Any bracing, sheetng, dewatering or speval constructon methods deemed necessary by the Contractor in order toinstalthe Proposed improvemerts shall be considered inxrtal tothe Contract and no adctonal Compensation willbe alowed ‘Should any apparent errors, omissions, discrepancies or corflcts be ctscovered on the Plans, ‘Spectcatans, Quantiies or ther Contract Documents by the Contractor, whether prot to of afer the ‘award of the contract, the Engnee’'s azertcn shall be cabled to the same before work is begun thereon, so Dat proper carticaton can be provided or revision mace. W any work is done witout ‘contacang the Engineer, « shallbe considered tat the Contractor has proceeded at ew own risk and expense. Whenever the perfomance of work is inccated on the Plans, and no specie dem is inched in the (Contract for payment, the work shall be considered inoeral to the Contract and no addtional ‘compensaton wl be alowed. The Contracior shal provide all necessary labor, materal equpment, ‘ez necessary to perform al the work requred for construction of the proposed eprovererts. ‘The bese plariérawing for the Engieenng Plans (exsing condtons, ste topography, vtltbes, \ightsc-way, et.) was obtaned from te topograpie suey prepared By” Heeger Engneenng, LLG ‘The Oumer shall tna the necessary approvals trom the folowing Junscictonal Agencies. | Cty of West Chicago ', lincis Environmental Protecton Agency (EPA) Water and Sewer Dwiion Inois Envrcrmertal Protecton Agency (EPA) - Notice of Ireent (NOM) General Perma to ‘Osscharge Storm Winter from Constructon Ste Actvives 4. Minos Department of Natural Resources/Office of Viater Resources ONVOWR) DuPage Stormwater Management Commission (frequred by the Cty of West Chicago) ‘The Contractor, unless ctverwse agreed upon in witng win the Owner prior to the start of CConstructon, shall at hs own expense, obtain al ether approvals including perms, keenses, etc, 28 may be required forthe execution of ths work 98 well as provide al necessary notces, pay al fees ‘required, poxt bonds, tan al necessary insurance, and comply win all Laws, ordinances, ues, and teguatons relaang to te work and to the preservation of pubke heaRN and safety. The Contractor shall also provide all requred insurance andlor bonds as may be requred by the Junscdetional ‘Agencies. In addition, the Coriractor shall meet all of the requrements of any perms as might be {sued for tus work by other Agencies, and shall pay for at er sole expense any surety, nsurance of ‘bends as may be requred by the Junsdczonal Agencies ‘No work shal proceed untl the appropriate perm of permits have been obtained forthe tem or ters tobe constructed, If any work does proceed wehous the appropriate perma or approvals, i beng done wenout Be permission of consent of the Engneet. The Contractor and Party auerang the ‘work to proceed shallbe assumed to be proceeding t ther own risk and the Engineer shall nct be held Sable or response fr any work being performed winout a perm ‘The Conwactor shall indemndy and hold harmless the Owner, Engineer, VilagerCty, and otter Juradesenal Agencies 23 wel as all of Be respectve oficers, empbyees, agents, and Engineers tom and aganst all losses, cams, demands, payments, suts, actons, recoveries, and judgment of ‘every nature and description brought or recovered aganst them, by reason of any act, eror of ‘omation of sad Cortractor, ier agents or employees in he execution ofthe work or inthe guarding ae ‘The construction shall be under he general inspection and cbservaton of the designated inal auhorzed by the VEagetCty of oer applicable Jkrisdctonal Agencies. The VilagerCty, “Jursdicoonal Agencies, Owner, and Engineer shall be notfed atleast two working days prot to Be ‘commencement of work ‘The Keaton of exising underground utltes such as water mains, sewers, gas Ines, electric Enes, ‘able TV kines, fiber opt Ines, etc. ae shown on the Plans, hat been determined from the best _Balatle informason and has been provided for the convenience of the Contractor, However, te ‘Ouner and Engineer do nck assume respensibity inthe event that durng constructon, vibes other ‘ban those ahown may be encourtered and that te actual locaton of those which are shown may be ‘dtfecert fom the loeason a8 shown on the Plane. The Contractors to verty the locaton of all utes ‘prot to the sat of work and is responsible for camage to the same. The Contractor shall contact SULLE or Digger by dalng 811 (Outuce the Cty of Chicago - JULLE: 1-800-292-0123 or wenn ‘the Gity of Chicago - Digger. 312-744-7000) and the ValageiGty Putte Works Department for uty Iecates atleast 48 hours, exchcing weekends and hokdays, before gang. For any vtlty companies ‘which are not members of JUUE of DIGGER, the Contractor shall cortact the Owners of each respectve utlty drecty for vty locates at least 48 hours exclucing weekends and hala, before soar. In tome instances, he exsing utes are shown on the Plans according to fomason obtained from the ualty companies (abs formation) andlor suvveys performed By Others. The Ownec and Engneer do not guarantee the accuracy or comeleteness of ts information. The Contactor shall be ‘aware of potental corficts wih exsing or ther proposed uiltes as indicated on the Plans of Put become apparent as the resut of field cates By Cthers, The Contractor shall make tier oxn lnvestgatans as necessary to determine te exsience, nature, and locaton of all ekty Hes and felated appurtenances win the kmas or adjacent tothe proposed imerovements. The Contractor ‘shall focate all vltes far enough in advance to avo all conficts between exsing vthtes and Proposed improvements and make the Engneer aware of any such covficte. ¥ tie Contraco ‘encounters 8 corfict between the proposed improvements and existng uty at was not located in ‘advance by the Cartractar, then fhe Contact shall at po cost to Owner, relocate the proposed inprovemerts andlor uty to avod the confit. ‘The Contractor wil be requred to cooperate win all uty companies invaved in connecton withthe removal. temporary felocsban, constuction, reconstruction of abandonmert by these companies of ‘any and al services or faces owned or operated by them wahin the kmts or general very of the Proposed improvements. Further, atthe direction of he Owner and Utity Comparves the Contractor ‘hall coordinate the locaton and instal PVC sleeves as necessary under fe proposed pavement, cers, walla, ez. for uty companies torn ther proposed utlty Ines. Before doing any work which wil damage, disturb or leave unsupported or unprotected any udty kes («related appurtenances encourtered, te Contractor shall ntty the especie Owner herec, who Ww make al arangements for relocating. adusing, bracing, or cterwise martining or abandoning ‘erice on Ines thal fol win the kms of the proposed constuction without cost 19 the Coniracto, Inchrdng the removal ofa cables, marie covers and other related appurtenances which the Owner ‘éesres to salvage, ATter such arrangemerts have been made, the Contractor wil proceed wi the ‘work a8 rected by the Engineer, All tity Snes and rested appurtenances which are abandoned shall be removed f necessary and legaly disposed of legaly of-ste by tie Contractor. [No extra compensation wil be alowed by the Contractor for any expense incured for comping wit. ‘al of toese aloremensoned utlty coorsneden and cooperation requremerts, or because of delays, Incenverience o interruptions inthe work resulting trom the fale of any tdty company to remove, tedocate, constuct reconstruct or abanden thes services. The responsblty for prompt and timely removal relzeabon, ecsnstrucson oF abandonment of thes faces by al tlty companies invalved, ‘and the coorsnaten of Der own work wit that of these companies to the end tt work on tis Improvements ct delayed becausa ofthe necessary changes in the exsing utes, puthe or pate, shal rest upon te Contractor. Por to commencing werk. the Contractor is o field check and verty all eral locations, elevations, imaterala, azes, mensona, and conditons aftecing he work, and nctty the Engineer immediatly ¢ ‘here are any suspected ciscrepancies. No work shall be performed unt the suspected dscrepancy hhos been resolved, The Contractor shal slso call 2 the atenton of the Engneer any eons of ‘Gecrepaneies whieh may be suspected inthe ines and grades whch are establched by tie Surveyor, ‘and shall pct proceed wan the work uel any lines ard grades which are to beleved to De in ero have ‘been verted or comected by the Engineer. ‘The Cortactor shall mavtan postve cranage ata bmes during constructon. Consinucton shal not ‘lack o-te drainage and the flow fom any cranage ways fed ties, storm sewers of sma craining cltate properses, Ad on-ste exising feld tes, storm sewers, dranage ways or umlar encourtered ‘or comeged aurng consinucson shall be marianed, reviored fo ther ongnal preconstruction ‘condison or beter, propery reouted, andlor connected to the proposed stormeater crainage system. {Woes cant be accampished then the fied tle shoul be repared or revouted wih new pipe of smiar ‘ameter to Be exigral ine and put back in service. The Contactor shall not the Engineer # any such feld tes are encourtered. Whenever curing any consincton actvibes any loose materal is deposed in the flow ine of puters, dtches, dramage suuctures, ef. such thatthe natal flow of water is obstructed, ths materal shall be removed by the responsible pat. Prot to commencement of construction, on ates that wil Utmatelyresut inthe disturbance of one (1) 2278 ox more, the Cortractor shall be responstle for obtaring a copy of the note of coverage leer and the IEPA Natonal Polktart Discharge Elmination System (NPDES) General Perm& ILR10 from the Owner. The Owner together along wi the Cortraciot andlor oter erties f $0 designated by te ‘Oumer, shal be responstle fr ensurng Dat al the requremerts of the General Permit and the Storm ‘Viater PoB.ton Preverson Plan (SWPPP) inching but nat kmted tothe intalason, mavctenance a8 wel as te inatalaton of any additonal measures necessary that may be requred, and inspectors of Tatnscirctcies Powtiy a7 a. em a the sol erosion and sediment contol measures 2s well as completing al ofthe necessary applicable certicatons, reports logs, ec. Inspections are requed tobe performed atleast once every seven (7) calendar days and witin 24 hours of the end of a storm evert of 0 inches of ran (or equvalet ‘sowtal) or greater, The SWPPP and all the requred paperwork shall be kept on-ate and be ‘organzed and ready fr viewng. No constructon activities, Gsturbance or fil shall cocur wthin the kts of natural resources such as wedands, foodplains, creeks, sreams, ponds, lakes, basins, reservors, etc or thei respecove butlers Unless epeciicaly specfied on the Plans and further tat the work has been permuted. The Contactor shal take sutfoent precautions to protect these natural resources hat are to remain, whether ovate ‘oF on adjacent property, to protect them from sediment fuels os, btumens calcum chore, of other harmful materais that may be a detrmert. The Contractor shall conduct and schedule ther Construction 30 as to avoid staton, or other disturbance or impact to these natural resource areas, ‘The Contractor shall nok dtr or otherwise impact Diese designated natural resource areas, of 2723s that have been designated to be protected of as essential habtat for State or Federal Isted endangered or Dvestened species, Of Pratie or Savannah areas where the Owner has made Ccommamerts for prctecton of these areas, Also, previously undentfed natural resource areas, prames, savannahs, or areas of locatons suspected of cortavring protecied species are kentiied uring consinction, the Contractor shal net dtu them unless wiaten permssion fo do 80 8 ranted by the Owner or appicatle Junscctonal Agency. I the Owner, Engineer, o applcatie Juracictonal ‘Agency determines that adSBonal measures are necessary to prevent of miigate project effects on natural resource areas. pranes, savannahs, protected spaces, of essertal hablat the Contractor shall witout the writen permssicn of each respective Owner. The Cortractor shall be katie fr damage caused to existing or newly insaled improvemerts as well as any damage on adjacert property OF areas outside designated work areas, provided damage us a resut of Corrector acton, oF lack erect. ‘The Contractor is responsible for returning all areas aflected by equipment. matenals andor laborers te pre-constucton condition or etter. All existing vlbes o improvements, ining bu nc kmited to pavements, cubs, dives, tees, and parkuays damaged or removed during constrcton shall be Promptly restoed to ther respecte onginal pre-construction concton or beter. The Contractor ia ‘aso response for protecting al newly constructed work from damage urtl the project has been Completed and has been approved and accepted by the Owner. maiboxes, stom sewers, dran tles, santary sewers, water mans, etc. K shall ako be te responabiity of the Contractor to remove from the ste any and all matenals and detns which resus trom their constructon operasons at no ad2anal expense fo the Owner. ‘Al proposed grades shown on the Plans shall be consered to be feeshed grade surtace elevatons unless neted enw. CConstrucson stakinglayout shall be provided by the Contractor and shall be incuded in the Contract Price unless otherwise agreed upon in wring withthe Owner pit tothe start of Consinxcton. ‘Al Constructon means and methods, techniques, procedures, scheduling, sequencing. and job ste ‘Safe in te soe responsibilty ofthe Contractor. . The Contractor shall observe and comply wth all the Cccupatonal Safety and Heath Adminstration (OSHA) standards, res and regulations as well as any other appécable local, tate and feceral safety Fequrements ‘Ad tenehng, shonng, bracing and consiructon work performed shall be in sccordance wit the (Cecupatonal Saety and Heath Acmunstraton (OSHA) standards, ‘The Cortractr shall take whatever steps necessary to protect the pute trom open trenches, lexcavatons, and oer ste cbstructons or hazards. No tenches, excavations oF hols in the pavement or parenay are tobe let open over a hokday, weekend, or afer 3 pum. on the day receding ‘ahokcay oF weekend. During construction the Contractor and ther Sub-Contactors shall keep the premses clean by removing al rabbsh, debs, waste material and ote accumasons as necessary. The Contractor shall ean the premses tothe aabe'acoon ofthe Vlage/Cay and Owner. ‘The Contractor shall have appropnate equipment and materal inducing set sweepers and end tpaders avalatle on-ste at all ines when equpment or vehicles are usg exsing publ or prvate roads andlor pavement. The Contractor shall immediately remove any sediment or debris nchdng bt ‘ot ited to, mud. clay, xecdent, concrete, gravel sand, stones, prt material refse, 9270926, (Ol, grease, etc. deposited cn any roadway, street, walk, abey or cther pavement by any equpmert vehides or personnel associated win ths project, Thes work shall be considered incerta to the Coneract. ‘The Contractor shalt all mes mavtain proper dust cortrl atthe ste and shal have a watenng tuck readty avatatle during all working hours, The Contractor shall water the entre ste whenever De ste ‘condtions become unhealiny veto Howing sol or dust. The ste shallbe watered ax many mes per day a8 necessary to mantan a heakhy work ete a8 determined by he Owner or Engineer, Water for ‘en-emergency use shall ct be obtained fom any fe hycrark, uess the fe hydrants metered win 12 proper baci-low preverter in accordance wen VilogeICty oF Junsdctonal Agency requremerts, ‘The costo frre dust conta shall be incxertal foe cost of Construction “Trees not marked for removal shall be protected as necessary by the Contractor. In he event that a tee ts damaged by the Contractor during construction, the Contactor shall replace such tree wih a tee oF tees in accordance wen VlaperCty requremerts. ¥ the VispeCty does not have spect liee replacement requremerts, he camaged existng o newly Flaved tee shall be replaced i ‘accordance win the procedures cutined in Secton 201 of the IDOT Standard Specfeatons. The (Contractor shall ensure that they are famdar win the apehcable tee preservaton requrements and ‘Shall be held responsible forthe replacement ofall damaged tees not desgned for removal and any perabes associated win the unapproved removal of tees. ‘change in any form, the conditions of tate flow tat exited pret to the commencement of any ortons ef the work. Roadways shall remain open to a degree satstactor to te Ownet of appicable unscscsonal Agency which at er ccreton may require the Contractor to tunsh tafe control under these of other crcumstances where in ther opinion is necessary foc the protection of Me and Droperty. Emergency vehicle access along wen access to fe hycrarts shal be mairianed at lltmes. Fusther, unless authorized by the Owner, al using access ports shal be marianed at alltmes by the Cortractor. ‘Where noted in the Plan, the Cortractr shall have Shop Drawings and any other requred supporting documentation or calculations prepared and submited for review and approval pro to any fatieaton, lacement or constracton. WT srucural elements such a3 rearing wals are required, fie rawings land any tequred suppertng design calculations must be prepared, and sed and sealed by an linos Scented Sructural Engineer. ‘The Contractor is responsile for having a set of aoproved Plans and Specticatons wth the latest revsgn date one ob ste at al umes durng Bie cansruczon pened. ‘The Cortractor shall marian a dean legble, undamaged set of Felt Marked Constructon Pans. ‘These Felt Marked Consirucson Plans shall show the locason of fe actual intaled eeaton of all underground vtkves inctuding related appurtenances (santary, stom, water, service sibs, g3% telephone, elec, cable TV, iz) giving partcular atenton to cancested elements that woukd be Seer Curb Es W 2 5 ‘S., “el ee a iH 4 s N ee a a) I \ saw (ahaa bei al aha de be a ea a tl I \ R85.00° Porritt tyt ud rit 2 SS I 1 iN} J brrrertyrad rat LA g M1 i I a i I 38.00" — a sll i iI Fase — a oN = “ill tl Ml 65.00" bat 44,00" « y ( FA u I MI 20.00' I--- I--- i = N “| u I Jone --4 a --4I -=Al ul Mm i Ea —_* =f! | irq --4i \ an Wl ool ss wal IJ 4 wall \\, u | vel 1! hoe 1 r= Wt 6000" rc" i! | Ir-- 4% 4 i Future 10.00" | 4 --4) ar ee == =I ae 27 2% | | W U1 Column Line 20.00" soos <4 Ip --4I Wes “UN “e " 1 + Pp — --4! 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Wie egress r—- 734 I} i I > =f 4 Se Irap > Saal Ines eee] hess he -34) 24.50" 5H Rs Wl =|) es Se il \ F == ¢ B) Ss 35,00" Sé ce I 19.0 oC. 61.00" 1 61.00" on “Se G , = 2238 i232 aon I ESO" 24.00" 61.00 —St g2 ae ut i (Typical) 6,00" ds6 ae S82 $a f, Il bet R1051.46" ad sss “oil 3H Ha = R11.00°( & =: Evg aSp Ml i & > gee $35 gee Hl a sce ss I ) 3 R11.00" | “ell a + | == i) i 105146" zs wea-Z W WV u U1 61.00" ““K oe 2 i) == 25.00" (x) cob Ls oO Ys Ay Se il 1 Ih-- —Hi E i Q Ao leaked © 1 I — --Hl Ramp Handicapped Conc. Sidewalk 5 Wide R20.00° 13.81 S00. nf? 1 | i — Prrrrrtrrrrrrrdedrs 28.00" R15.00° 20.00" ‘s = fF zs a So u I my Pret tr rr tr trr)r rd (a) jb 1 ! 1 1 1 Test 312.00" &S Fy 34 8a I U1 I | i i] r7~ i a me boot tto lobrbctetel td | u RI7.50° ot ficap| eas | R20,00', i f) é // e3 a3 33 AS res i Se ee ee ee I 7-77 AEE ks Sign (Typical) Lt; A 08 es sa it Ik—- y FRIAR C CT IARKC rT TTS rT 7 4 Prrrtrtrrttrtrrrted --Hi VA // se |. \ iL W Prerrtrrprrrrervrreed RAS.00" IA oe ea 22 Pa AN sa) U Le Sd a —— ks Poms //. sy vo SITE DATA ag a3 8 b Sa ay R150,00° a8 10:1 Taper gs ce 131 Be ss ==> — s Ae beg oo as 5 Wide LT S77 ‘7 // 7s rg Parking Stalls Handicap Stalls 7 ge ie Dibrrrrrtittrtrritiid prerrrrrrrreurrrarrernrs =ae=5~ RAS.00° % Conc. Sidewalk R359 ae ve Trailer Stalls 16 <2. ja oe et Se ee ee ee ee a Ce ee eg ee ee ee shttjototbttot tht UY Ca 10:1 Taper rs YJ / re 2 Wide cigs / Se Y > R125,08" “ cae 7 Corrugated id Gow PAVING LEGEND aa f 130.12 Bz Median ZZ Neo jo" // HITUMINOUS PAVEMENT - STANDARD Bz poten a Het-Mig Anphalt (HIAA} Binder Course, 19.0, MSO Hot-Aia Aopial (HMA) Surtoce Course, We D7, NSO >=. _ _ _ ibutary to Pond "E™ Y I i Y t 1 1 1 x | Q ms ~ ~ ~ a ee Se ee ' 1 1 ¥ PHASE 1 ' FUTURE PHASE 2 MANUFACTURING | WAREHOUSE 7 - faNurAcrTuRI 1 L WAREHOU e - | BUILDING ' 189,860 S.F, Proposed Watermain 423,740 SF. we By Others (See plans by CH2M) 1 es ' ' ' 1 1 1 ! t < Low i Ces HH b= Y - = {. = = = = “6 ssa ira- peel et le 1 | . € Die | = ' ' ' t 1 10 1 Y La = 3 1 sl _i q : ! rps ~ ~ q ~ ~ ~ Te . Y ' t ' 1 I : t 1 EXISTING DRAINAGE DIVO} H \ (area = 245,299.97 S x : Tributary to Pond’ 2 i ——L-—— } -{—- ~1OH a 4 & ras ' ' 4 ' ' t un i land surveyors A-B -¥-A-N = eis Polesioal Design Fim ceva Ha, 184000152 woe hengurengreetng.com, Foose Wa Fs 3] HAEGER ENGINEERING consulting engineers 1 SSS v “I Prrddiriet 2 essa PEt Storm Sewer to Use O-Ring Joints for gi 10 Feet On Ether Side of Crossing ae °) YE BZ } Install 2" galvanized conduit 30° below z w iT] top of curb for street light cables. Ez\|z Ss 2 g ome EFal2 ae 2 208 | gel ! lace Casting with | sed peereyaneene ge: 500° 02°32"E 300.19" PR 02" 32°E 698.96" fa pao taal ata al > wz | / i feplaced to the next available structure. See ar- : / var F lighting plan prepared by KSA for foundation a 19° unity Ea jes {i light | III ep ly] ti" NOTES: CWA 4. LOCATE FIRE HYDRANT AT A MINIMUM OF FIVE (5) FEET Project Manoger: PLUPSK 1 T } FROM BACK OF CURB. Engineer: PUPS I sis se bas 2. ELECTING LINE ELECOMMUMICATIONS LINE, AND Daw” eansroie Li | / eae ad GASLINEAS SHOWN scHEMATIC.SEERMALPLANS | rocane trae | L we ‘ Sr EACH UTLITY COMPANY FOR ExAGTLAYOUT, =e ; SEE SHEET C5.1 FOR CONTINUATION 5.0, ===== PDF PAGE 42 ===== [Extraction: OCR (rendered-page OCR)] PROJECT NOTES SANITARY SEWER c@) 1 2 3 “4 rs EXIST. SANITARY MANHOLE. ADJUST RIM TO FINAL GRADE AT 765.25, EXIST. INV. 744.96(NW,SE). ‘CONNECT TO EXIST. 8” SAN. SEWER WITH §°x6" WYE. EXIST, INV. 744,90 (TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION). 256 LF. «6° PVC SDR26 @ 4.06%. 48" DIA. MANHOLE, RIM 768.10, INV. 755.30 10LF,-6" PVC SDR26 @ 2.0%. INV. AT BUILDING 765.50. 65LF.-24" RCP. CLIV STORM SEWER @ 0.20%. 45" DIA. CATCH BASIN, RIM 766.00, INV. 761.47 (247NE, 24°S). 80 LF. -24" RCP. CLIV STORM SEWER @ 0.20%. 45" DIA. CATCH BASIN, RIM 766.00, INV. 761.63 (24°N), INV. 761.63 (17°E) 79LF. +12" RCP. CLIV STORM SEWER @ 040%. 48" DIA, CATCH BASIN, RIM 764.45, INV, 761.95 (12-W, AEN, 17S), 53C, 43 LF, -6" PVC PERFORATED DRAIN PIPE @ 2.21% 54, 212 LF. +24" RCP. CLIV STORM SEWER @ 2.36%. INV. ATBUILDING 760.00. 55, 15° RCP. F.ES.,INV.752.25. 56. 171 LF.-15" RCP. CLIV STORM SEWER @ 1.00%. 57. 72" DIA. CATCH BASIN, RiMt 763.80, INV, 753.96 (15°E), INV. 757.60 (15°W), INV. fran STA. 14 LF. «7" DRAIN PIPE @ 1.0% INV, 759.15 OUTFALL ‘OF GRAVEL TRENCH. 18, 24LF-- 12° RCP.CLIV STORM SEWER @ 040%, s78. 164 LF. -€ PVE PERFORATED DRAIN PIE @ 0.50%. WATER MAIN oO 49, 59LF,-HEAVY DUTY CONCRETE CAST IN PLACE iW, 769.30 CONNECT TO GRAVEL TRENCH, - - - TRENCH DRAIN WITH NEENAH F-4990.0X GRATE @ 610.90 LF, -€ PVC PERFORATED DRAIN PIPE @ 0.83% i i | i i ‘1. 107X177 PRESSURE CONNECTION WITH VALVE AND 0.3%, RIM 764.45, INV. E END 763.45, INV. E END 763.27. 57D. 76 LF. 6" PVC PERFORATED DRAIN PIPE @ 0.79% i | 60" VALVE VAULT, RIM 764.98, CONTRACTOR TO 20, 24LF.-12" RCP. CLIV STORM SEWER @ 0.40%. STE. 119 LF, 6" PVC PERFORATED DRAIN PIPE @ 0.50% i | VERIFY EXACT LOCATION SZE, AND ELEVATION OF Hy b4Ce-oneav’ Dury concnere enst it PLACE fe 341 LF -ternep- CLI STORM StWmER @ aT. 2m 10" DLW.M. TRENCH DRAIN WITH NEENAH R-4990-CX GRATE @ 69, 36" DIA. MANHOLE WITH OPEN LIO, RIM 767.25, INV. i 2 BIL olae 239s RM Teas INV-W END T6045 INV. E END 703.20. Te090 (18 +P. 76530 (6N 5 oe Sania: Sa ae = eine . 26 22 TOUR «12 ReP, CLIV STORM SEWER @ 040%. 60, 204L-F-- 12: PERFORATED UNGERDRAIN @ 0.32%. i i 4. FIRE HYDRANT COMPLETE WITHSLF.-6DIWM,GRE 23. 4 Bin CATCH BASIN, RIM 76550, INV. 7623. 36" DIL MANHOLE WiTH OPEN LID, RM TO7-25, IV. | op) ; 2e T2UP.-1F ROP. CLIVSTORM SEWER @ 00%, 761.98 (178, 1E-W) IV. 70530 (61. 63). | 10 VALVEINA Gr VALVE VAULT, RIM 76770, 2s Gera cATen Bash Ri Toss, WV. T8200. 2, WaLieir nepreLivstonm seen @ 027%, / 770 Sa[2 a LE be is ROP. FES, BW.T01.00. Sx, 45° DIA caTCH BASIN RuM T5450, INW. 16200 17) | | Se 7, RE HYDRANT COMPLETE WITH 17 LF -€* DAW, Bn te te Re cui stonm seven @06s%. SL Seca T 3. 60" DIA CATCH BASIN, RIM 765.00, INV. 760.34. 47, 137 LF, - 15° RCP, CLIV STORM SEWER @ 0.20%, Te Sum = Ras [120 Sem = 75700] i H i i Z_ SSLF. 230" RCP, CLIV STORM SEWER @ 0.20%. 40 AF OU. CATCH BASIN, RM TE. BV. 76306 (FE, . mua Se es ee 33 | i | i i © Gor DIA caren Basi pau 725, NV. 780.5 0, zw) “Soy i 762.03 (12°SE 43. 100 LF. - 12" RCP. CLIV STORM SEWER @ 0.20%. Tis_sum + reas | T_Becve = 701s ie» Abert oes i 5 ee recent qian, ih Sebi careu eas rens n-Teas eh |: parecer [eT sen] AP! _[eeteenncemntrotene 7a u u L 740 : : . ES. INV. 75225, z on ea i roan TL SEOUL CATCHBASDL RMI, 7E ein ToRU SEWER @ 100%. oy | we Pe ete el eer SANITARY SEWER PROFILE 4. TTLE.+26° RGP, CLIV STORM SEWER @ 0.20%. ‘63. 77 DIA. CATCH BASIN, RIM 763.50, INV. 753.51 (24°SE), BAS Som 7a |B Tate = 78m [pearson wen aly earcary ‘SCALE: 1"=30" HORZ, 1"=5' VERT. 9. 48" DIA. CATCH BASIN, RIM 765.75, INV. 761.09 (247, INV. 785.00 (24-W), INV. 758.77 (2"SW).. 7 ue THE Som = 76609 | TS Gas = 76197] an: [esaed prccbaccsssesremsearany re 2673) 53A. 23 LF, «2° PVG DRAIN PIPE @ 1.0% INV. 758,90 ieee eae Se 10, 125 LF, -24" RC.P, CLIV STORM SEWER @ 0.20%. OUTFALL of GRAVEL TRENCH Jeomoary_ ‘11, 48" DIA. CATCH BASIN, RIM 766.50, INV. 761.34 (24°N, ‘538, 167 LF, . 6" PVC PERFORATED DRAIN PIPE @ 0.51% sw). SEE SHEET C5.0 AND C6.0 FOR CONTINUATION = ' ~ a e ‘L erent . $ _ a 8) I | aE enter | ! af z , (Sd Lan x * = % % 3 %, x & | | cf Rl 1 | Ge % Sp 4S fs, 2 12% | RE S g | 7” g ey & i ge iorritxtd Tee M 33 by | a re ! re mS TOxOxS" Tee ge 7-3 so) URS ree ee /, *8R HG 28 § osyig 3 53 x rizid ! - =o5 ‘ 2333 RRRR i vend Install” galvanized conduit 30" below top of curb for street light cables. emer einer J eat = a =: \ oof Replace Casting with Depressed heeded @ ES Curb Frame and Grate Lui? § 8 Relocated Light Pole, Spices in street ight Fe 220 LF-10 Wide Discharge, Erosion Protection Cable ae not allowed. Wires shall be EP lanka (VMAX $0 250 by North American Green or Equal) feplaced to te nextavalable structure. See ep 2ii ! Gravel Trench lighting plan prepared by KSA for foundation a } (See Landpcpe Pan for deat = ire Lnvcps Fan fr 7O.LF-A0 Wide Discharge, Erosion Protecton 25 pec Blake (UAK SE 250 y Norm American Gener Equal) Lett % % : %; 2 CHAE + + : : cniz H 3 ° % "e % ,—% %, *, % mos 1 5 7 U —_—_ ep? j j 7 38 Restore Disturbed Area During Installation of é Restore Disturbed Area During Instalfon of ; esa pane borer jet = Gerceetlimocereens || Surmfeorvanhetvevercescnstiees LT tar aH bane es eee eceeen Net Existing Along Embankment of Existing Pond “¥ fi oe. = pea | Hs cs, | inSnenged tapenh 2 Ease Pent oe ===== PDF PAGE 43 ===== [Extraction: OCR (rendered-page OCR)] [ Canter Line Per Doe No A7i-070359 - ARB YAEL s - - ~ PHA RK WAY - - - - - - dete as a ee - . PON, ON ab 4a" tow —t- —azo ~STo'Nortnern ttinois Gas Easement r=" Doe. No. R2006~ TEER o w 2. ow 1673 123,741 MANUFACTURING / WAREHOUSE BUILDING 0 S. % 10° Unuity Easement Per Doe. No 909951 , J FUTURE PHASE 2 | | | oo ww ra we ol av *" FIRE LANE BRIKh25 oT ot ” “ o oo ea oe ondary mt Ly rersas ow od |e w we w w wt wv ww w ee f | > “ owt Ra IANUFACTURING / 1 2 i) 4 PHASE 1 ING =a /AREHOUSE lo % % % . Bs %, a ‘S00°02°32"E 698.96" 767.200 ISYING DRAINAGE Ro 5 % % % ‘3 ‘Area = 246,883.67 movment as eee ! 1 ! 1 1 ag oe A SEE SHEET C5.1 FOR CONTINUATION A 7 yt | ott ==9 ==4 = 1<301 91 z :2 fT rh 138 6 766,00\ [Ch Brg.= N 13° 38° 07" E 4 a i c76s73 676525 w SCALE: 1"=20" ENTRANCE DRIVEWAY DETAIL GRADING PLAN DuPAGE BUSINESS PARK SITE IMPROVEMENT PLANS INNOVATION DRIVE, WEST CHICAGO, ILINOIS ee Engineer: Date: Project No, HAEGER ENGINEERING consulting engineers land surveyors 100 tot Ste bney, Scherr. 4OH7D. ul 8473948400 Fu 8473946608 rt Ploiorel Ong Fi eae Ho 186209132 en tenqraninning com 6.0, V049 1 P.0, Box 5416 Elgin, HL 60121-5416 Project Manager: PLUPSK PUPS oan92018 (Onnenrereene ===== PDF PAGE 44 ===== [Extraction: OCR (rendered-page OCR)] Stootess Steel Tnternat Expanng Band Remove Benchng. it nating sanitary ry ‘Mannole Sturctore Necessary Before ring Hote NOTES: 1 Core-Drit Cecutar Opening Hantele Wail of Draneter 1 Boot Sine Uned foe Watertight Connection ‘Smooth Flow Irom hew Samtary Sever Coonechon ‘During Conttruchon Process ‘Min = Max) cjusnng ngs pre4 [ (Hin 6-Men! WATER MAM Q CA-6 Trench oocutit uncer pavement curd and gutter a8 [iicatea'im raed suogracen and within 2 feet of any Diternat ameter 2 AUEA 6, CAT and CA\ Tee note 1 below). Compact to 95% (ASTM O-1S57) 8- Lilt 47 Compacted granular beasng material. per standard Epecitcations for water and sewer main const Minois, 8” Lifts max. (Leove measure! Compact (aS1H 0-1557). Cast Monetitnvealy MANHOLE - TYPE A @® vnsuiate marariat to be removed wrere aeected oy é ‘mininum aepth of £°) and replaced wilh etal and Compas @ Trenen wieth = Pie 00. « 26~ Hinman Pipe OD 36" Manimom, TYPICAL TRENCH CROSS SECTION a “3 Precast Cone. Agyusting Range (2 rn 8° Hand Precast Rent. Cé ‘Sections (4STH in Dia Move (See Plans) Mastic oF Mortar Joint \ At 6°06. Typist Neonan cecal 3 ye Dera) 5 ae i IN recent coy. ‘l | sisi enon, b] Er rg ais iat oa Sindee a Penarin RY, > Grane, Sond or pa INLET - TYPE A STORM SEWER MANHOLE Aaveclinteins — sezassiip ramen cores ae ates i ee er eee ee a Ein tn res "23 Cross Stope Or As Shown On Pans wie EE ap a cro sone 0+ ee A [eee EXPANSION JOINT contrat. JOINT : wr oeAd sass need ri we mar F 5-6" ten eriveways) ‘lass Broom Fine Granutar Sub-Dase, Type B “Si 9a T ‘Sudspase, Type 8 PORTLAND CEMENT CONC. SIDEWALK MONOLITHIC CURB & SIDEWALK 5 rE Ansan od arene 730 anny \Cseverree Two (2) Stainiess Steel External Bands 4 GlaanEsating Mandate of Any Det, Concrete or Dede whch may Accumate SANITARY SEWER CONNECTION TO EXISTING STRUCTURE DETAIL A Precast Cont. Agjusting Regs Bottom Barrel Section ana B21 Bachtil Same Material & Procedure AS Aajacent Piping the Regared 2. Ker-W-Seal Flendte Ruder Bost (Manutactured by Matias Pliion Contre aprtean, neo a3 Appeoved by the Engineering Department shall be 2 Gut, Shage and Slope how inva Channel the Eeteg Concrete Beach for i yA) BN, CONN =A LLG. YN 6" Tepsout 7, X& ww aN, SS RRP GRASS UNDERDRAIN Rip Rap an) POO: < Tobe Oe B-6.12 CONCRETE CURB & GUTTER OUTFALL Re 1989e1 (or appr J Enpecmen?, Mino -Pracatt Rent. Cone. 10m Barrel Section Be ae fs (ee My Fy i‘ At 16" OC. Typical. Neenah wa ‘See Dero) ‘Sections [AST C-£78) Cast Monaitnically Granular Mareriat compacted Clay of all utiity trenches ‘Sepantion jastt filer conformng to Phe curd & Du 18° 1 ‘proposed B-6.12 CONCRETE CURB & GUTTER ‘Suecgrace Seed £ Blaoker 30 Staintess Stee! Trim and Breakaway Traffic Flange Cast iron Valve Precast Concrete Block HYDRANT INSTALLATION Neenah R-1772 Typ SwATER” r8 Concrate Supports. sf ug of €aw 1022-1 HO a Wh or 11 1/4" BEND 22 1/2 BEND 3 se 45° BEND 90° BEND nate SECTION cr BEARING AREA OF BLOCK IN SQUARE FEET wz] ai Femmd tees a | 90 | 4s iz | azz Sizes] "enos~ | eeno | seno | 22% | A225 a ee eee 6 3 + [2 frwefr ie a | awv2{ 7 [31a] 2 |r v2 wl 7vz] se] > [3 |rve wzfrove[ is |e [ 4 [212 5 lieu of field lok gaskets or otter joint restraint system joured concrete [3020 pad agains? firm, snatt be 2 When pouring agains? plugs ang blind flanges, wet 2 piece ‘mls Piastec agamst Fitting. fe meep concrete off Cayout to be approved by anpinear priar Yo concrata pour 5 TYPICAL CONCRETE THRUST BLOCK INSTALLATION VALVE VAULT so e East Jorcan inserts, run vew DETECTABLE WARNING FIELD Powaer HANDICAPPED RAMP Detecrabie Warning Surface Ihe Marinue Si Or The tancng, Lote Tan 8° Then The Marinum Slope Shall The warning Ares Shalt At 7 Direction OF Pagestrian Travel For The Entice wigth OF The Walking Surfaces r Letters and Borger - Green Hon-Reflectorized Sign Background ~ White Retlectorized HANDICAP PARKING SIGN RESERVEDI—#14 PARKING [| =f ; Ty 4 rc it : Sua : Back OF Curd And Continue 2-11. In The 119, Mowever, f The width fc 4° Wide White Lines (Typ) 2-0 HANDICAPPED PARKING STALL D Design } Bi Po, box site Elgin, WL 60121-5416 n zB = io} 7) land surveyors (raj HAEGER ENGINEERING consulting engl TYPICAL DETAILS DuPAGE BUSINESS PARK SITE IMPROVEMENT PLANS INNOVATION DRIVE, WEST CHICAGO, ILUNOIS PL iv Project Manoger ba. Date: 08.29.2018, ProjectNo 17.049 so" C7.0 Vhs Onneeeeet ===== PDF PAGE 45 ===== [Extraction: OCR (rendered-page OCR)] RT se Lag So ferr-05.a NS DuPAGE BUSINESS PARK ome STORM WATER POLLUTION PREVENTION PLAN SECTION 7 TOWNSHIP 39 NORTH RANGE 9 EAST WEST CHICAGO, ILLINOIS DUPAGE COUNTY 7.0, Box 5416 Elgin, HL 60124-5416 D a le fo} D Leceno Existing Symbol Description Proposed Symbol ° ‘Storm Sewer Manhole @ fo} Catch Basin e a Inet 7 a Flared End Section wes enn Re pr — ee ee a |°5 ; cm (Sirois anet rasear SECTION fi ee P srenmeeamene leet — TO meme tin mati tart een en ee Sue 2 Tons Perera mee 5 nen of 18 hones te tw grand Und ey Irina Honore PL ied fae [Shnce sacay artery ster coritey to prevent Engineer ove. Date: 08.29.2018 > S, RCATON NEEDED OURAIG JUNE, AAY AND SEPTEVOER cerns err neers = mm nom feitNo 17.049 1. (BREATON NEEDED OURO JUNE. suRy MO SEPTEM ed ——S ies gs 3 ieee coin 5 m ; Sr ace Sa ben 0, |! co We f racer tateseincleeen ent oe ===== PDF PAGE 47 ===== [Extraction: OCR (rendered-page OCR)] Varies PARKWAT FABYAN pacer Foresetretcien Purdy ate Pope actA ane nga SE Prior to Site - Disturbance os a ‘sit Fenbe Around sit . (Typ) Siros et HE 2 S 2 i705) ae Te =e Standard Seed 2 blanket ra ss m . ai N Soci 182) H 283; 765 oe 782: " 2 ie 223 > 23 Ze ‘Sedimentation Trap #3. Sedimentation Trap #2. 3,546 CF Volume Provided. 2,994 CF Volume Provided. ‘See Detail and Cross Section. Inlet Protection (Typ.) tnstall Sikt Fence ‘See Detail and Cross Section. 5°, at sats ce GROSS SECTIONAL VIEW 5 s » ’ fa | S32 N, eg mine SN : TEMPORARY SEDIMENTATION TRAP OUTLET PIPE ba] c 58 > POE ON NRE ts cee oeian ra) * \ Secinant Trap Storage orertiow 10 \ s-nan o) fat = ONS ou OO EE. D t ze 760.50 Ae: Same Design a3 Temporary: = Ss Net staph for Pipe Moe Brecon rer im tap Behar Poe Dera Note intait Temporary Sedimentation Trapt ax Part of Site Hass Graang © TEMPORARY SEDIMENTATION TRAP ay, CROSS SECTION jose) ah 2 % %, a % 4 Cae n 7m z S e : a Bi 4 # 4 i \ ne a rene: a | 1 tt Ss coer 3 SS SS ais < HE “3 — ie = st stand sod atik Set coin esi! — al i =e; Ea: g2 z 7) oO /Hs 2 Ezlad: ey > g aon z ze H LEGEND 2 =| 9 ra wy Sf po ~~ ‘Stabilized Construction Entrance = ra 255 Concrete Washout we |S Se g2Z/a Oz << ‘Temporary Stockpile Location =u w &3 Standard Seed & Blanket Seles © 6° Topsoil (min.) ea Pant] ‘Sedimentation Trap #1. + IDOT Seed Mixture 2A ° 2 we 1s844 CF Volume Provided. oy * North American Green DS7S Blanket & a a Outflow Only by Overflow. : Cece Overflow to Sediment Trap #2. i Pt franefes Last Plans) 7 — a mes me silt Fence ee os de .Od Inlet Filter Basket Rebeitle, as ECO, | (Onennrtrmane ===== PDF PAGE 48 ===== [Extraction: OCR (rendered-page OCR)] rN WwW NORTH 20 ° R=f10.00° Varies \3 ¥ 150.50" Seale: 1 = 40° h.=139.02" Ch Brg.= N 13° 38°07” i at ge Es Ped % ~% 23 Pra tea @ x AL. b CKD S99 = f pn 29 R=40.00° N 00° 19°53” E 799.78" S 52° Ch.=50.56° =54.73" XX, x CAG Ce Ch Brg.= N 13° 38° 19" E ore CLG ANS > Nae, et === === > 23 ny fos, “Of, N we ANS SE +a " 2 s La11or (<55.50" AWAY gs "1 I (Cn.291.96" 33, as Sa Ch Brg.» S 78° 15° 02" w ALN SAY 4 I) NA \ YAS. aul =s a B13 LP ANS WAY I YF == \ ANS va ete --- aor -- \) RAN ary I ee LC -— === =LL uy ANS i] 2 === ——— -~---- ww WN I S. Ses vA 4 i] 4 NN a ANS '% fl \ FRTARRK CT TART TTT Prrrtrtited ttl ao \ SY ANS ANS il i \ \ f= J prerertrrargs tod LA EN \ I I I I l- oe WY "1 "1 ) i] lo ll I i] pe Va \ ANS ANS iI) M I rg ==) fm —— FA RAN Ml I r-- = =A 77 ™ \“ \ CANS Ml I J-—- I--- --4 | a 77a \\ ANS | t 1 1 " u es --4 --4 Ir-- --4 --4I \ “yy \\ ANS W a il ele) --4 — i --i ») YAS Wa) I i! Le u r= WN lL, i iy Vy I" i! i] | IP-- 7» 7 > 4 SY W Ty — --4 a “7A —_ %y | ie | | i Wy I- -—-{ IP-- --4i a : i My 4+ IL A — -4 Loe my SS \t \ | Il i] M1 Ml an i = ~~ o = Paes = tt or \ 7» CN i | Ml i Wy I--- a <4 w=. =] —— a4 saa \ > \ al i an I--- --4 IhR-- --4I Ih-- --4! \ \ ZF WY. I I Ny j--- --4! Lee --d oe -_4 \ WAXY I i "y tos _- Loe --! — 1! 1 \ 7 >» \! \ | U1 I My + \ ---| Ny Ira ~~ il i] roo ame c= cae. zy =v 1] --4 Ipc “al ipo --4l —_ “LAN co 2. ANS \ il I y h—- — --4I i --4! IL- “7 x ANAY It u Wy —_— —, =a ee --4l — --! 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No. 909951 4 ly FIRE TRUCK | lil lew Vatjes feet eae _® Width : 8.50 | I i | 4 te Track : 8.50 Project Manager: P.UPSK) i Tis opens oe a | tii Lock to Lock Time 3.0 Engineer: P.UPSKI 10° Northern ittinors Gas £2: sement Steering Angle + 40.0 Date: 01/11/2019 Haaneie Per Doc. No. R2006- 197138 Project No 17049 tly a} FT1.O, Pet ae. Fab Fle Nome: P22] 10-1 Cp Pht Bye gh TeARDewmg Fed Engrewrrg\ 172 Eng de ===== PDF PAGE 49 ===== [Extraction: OCR (rendered-page OCR)] | E | ‘SOE YARD - LANDSCAPE i LGOGG EE SEARS BES NNN LIL GLEDLEE Soo) Ol a LG Lr. * So smct m=’, 4B reset ot au S pSISESESISESISESESSSESSSSSSSISSSSESITE: — (5) ASPEN "PRAIRIE COLD" /—— _STABUZED PATHWAY MAX, SEE DETAL F/LLOL. (AROUND PERIMETER ‘OF BuLDNG) (1) HONEMLOCUST “SRE, 4° CAL, (1) SeRviceserrY “AUTUMN BRUJANCE™ Cv gue, GROW-LOK f— (Q repo \ BARSEQUE GRILL TO BE SBROVOED BY OWNER, comnecin To HS Loca No) suze — GROW-LOM, $6 (4) barons — IANA BUNT SeRUBS THROUGH EROSON ET TO ALLOW NO/LOH VEGETATQN TO GROW IN BETWEEN ‘vOos. NATIVE ADAPTED HERBACEOUS PERENNALS. DETALED PLANTING PLAN AND SCHEDULE TO. RBESSSSRAY BE PROVIOED AS A BULLETIN PRIOR TO. DECIDUOUS TREE, SEE DETAIL BL101. KKK KKK q RRR CONSTRUCTION. AREA: 11.258 SFT (0.26 ACRE). 1 GAL @ 18° CENTERS = 5,788 PLANTS SEE SPECIFICATION 329200, DETAIL DA.1.01. MOWED TURF GRASS (SEEDED) NATIVE DECIDUOUS ‘TREE, SEE DETAIL, WITH EROSION CONTROL BLANKET. ‘AREA: 65,530 SQ FT (1.5 ACRE). ‘SEE SPECIFICATION 329200. NOMLOW MOW FESCUE MEADOW (SEEDED) BL1.01 WITH EROSION CONTROL BLANKET. ‘AREA: 44,430 SQ FT (1.02 ACRE). ORNAMENTAL TREE, [327 SEEDETAL BLO. ff ‘SEE SPECIFICATION 329200. ‘SHORT STATURE ORY MESIC PRAIRIE S55) (SEEDED) WITH EROSION CONTROL BLANKET. ‘AREA: 68,537 SQ FT (1.57 ACRE). ‘SEE SPECIFICATION 325000. EXISTING TREE TO REMAIN, ‘TALL GRASS DRY MESIC PRAIRIE (SEEDED) WITH EROSION CONTROL BLANKET. ‘AREA: 312,504 SQ FT (7.17 ACRE). ‘SEE SPECIFICATION 328300. NATIVE DECIDUOUS SHRUB, SEE DETAIL, ‘SHORT GRASS DRY MESIC PRAIRIE (SEEDED) WITH EROSION CONTROL BLANKET. AREA: 68,994 SQ FT (1.58 ACRE). cutot. PROPERTY ‘SEE SPECIFICATION 328200. FOR OVERSEEDING. BIORETENTION PRAIRIE (SEEDED) WITH EROSION CONTROL BLANKET. AREA: 15,940 SQ FT (037 ACRE). SEE SPECIFICATION 329200. 4° DEPTH SHREDOED HARDWOOD BARK MULCH MAINTENANCE PATH. SEE SPECIFICATION 328300. STABILIZED PATHWAY MIX. SEE DETAIL FILA 01. \ (aygornesrust S ad (14) suooTH SuUAC.5G, I J | I A ii Hl ill Wh nui Ll SN ommon SC amd addhadoh \ Sond FRONT AND EXTERIOR SOE tp (=e \ te ter aerate LANDSCAPE = [jl “ FRONT AND. EXTERIOR -SDEYARG— Ty Ty (1) HoNeyLocusT “sxYUNE’, 3° CAL (REPLACEMENT PARKWAY TREE) SEEDNG IN EXSTNG BWP AREAS 10 BE DONE AS AN ‘OVERSEED OF THE [BASTING VEGETATION. NO EROSON BLANKET REQURED. ‘STONE INFILTRATION TRENCH. ALL WORK WITHIN ANY R..W. SHALL CONFORM TO ‘STANOARDS AND SPECIFICATIONS OF LOCAL ANDIOR STATE JURISDICTIONS. ALL DISTURBED AREAS SHALL RECEIVE TOPSOIL ‘AND BE SEEDED PER SPECIFICATIONS UNLESS OTHERWISE NOTED. ‘THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT UMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS, UNTIL FINAL ACCEPT \STOR |S RESPONSIBLE TO NOTIFY. EGY IMMEDIATELY OF ANY DISCREPANCIES ‘ON ORAWINGS. ‘ALL CANOPY TREE CALIPERS AS NOTED ON PLANS. 7. ALLTREES AND MULCH RINGS MUST ALLOW FOR (SG GLEAR PATH FROM PAVEMENT OF LANDSCAPE NOL OW TURE MOW FESCUE EDGE AROUND PAVENENT EDGES TOBE 95- WE. SHRUB GROUPINGS TO BE MUL.CHED AS BUANTINGSCANOSEAPE EUS NOTINOVIDUALLY. CHLESS OTHERWISE SPECIFIED. PRESERVE & PROTECT ALL EXISTING TREES PRGtnl YO RENAITAT ALL AMES PER SPEC 311000 SDETALALION. |. LABELS ARE FOR CONVENENCE OMY. CONTRACTOR TO VERIFY ALL QUANTITIES PER 12. ALL SEEDED AREAS TO RECEIVE EROSION CoWTROL BLANKET. SLOPES LESS THAN 4:1 TO BE NAG BIONET S758N” SLOPES 3:1 AND GREATER TO BE RAG BIONET S1508H. 13. No! IG ZONES SHALL APPLY AROUND ALL ILITY STRUCTURES, 15. FOR TREES, 10° FOR ‘SHRUBS AND 5 FOR PERENNIALS. Ww 0 20 40 80 ‘Scale 1"=40'-0" Landscape Architect: vation Design Forum 403 W, St Charles Road Lombard Minos 60148 {60.559 2000 Phone 16305592030 Fax wwe cline com Client: Norix Group Inc. LIanovation Drive ‘Weat Chicago, IL 60185 FOR REVIEW ONLY DO NOT USE FOR CONSTRUCTION provement Plans NORIX FACILITY Planting Plan DuPage Buisness Park Site Im IssueRevision (02-18-2019 Site Dev, Rewobmvitst Job No. Date No. 1208-2019 8010.00 L1.00 Q 2018 BY CONSERVATION DESIGN FORUMLING ===== PDF PAGE 50 ===== [Extraction: OCR (rendered-page OCR)] PLANT SCHEDULE / REPLACEMENT PLAN TREES [Simbot [Sclentiie Name [Common Name ‘Gusntiy ‘Sie Spacing _| Container [Comments |wet-tormed Muto-siam,minmum 3-5 canes, Jame JAmetanchierxprandtora'aaumn Britance’ [Asn Briance’ Serdceberry 1 1zar NA B85 |Maintan branching formihabt to minimize pecestian| lontics around hardscape areas, [EACA [Garpaus carotene [ie Beech = Far WA coy [ce oc [Cons ccadertis Prare Pade Praine Prije Hackberry 2 Feat NA Ba [Wetted MuR-stem, minimum 3-5 cant lceca [cores canadensis fRecous 3 eur NA 1838 [Mints beanerung tomhaba to minmize pecestian| conficts around hardscape areas. [our [Geeaisia Wiacartnos vor mermis SKVipw [Siyine Honeylocust 6 Fea WA oo [ouTr [Gedasia nacaninos ver. nernis Shine [Styne Honeyocust gy Fal WA B88 ievor [Grnnoctadus Goicus Esprest [Espresso Kennchy Core Tree a Tet WA 388 Put [Paris aceriota Moron Cecio! [Exiamaton!™ Londen Planevee + Seal WA 238 [Pom [Populus vemulodes Praine Gig Aapen 3 cra NA 238 [ova [Quercus ata" [we Oo Feat WA 688 lover [Overcus bicolor [Swamp Wiite Ook 5 Tet WA B28 foume [Overcus mmbrcara [Shingle Ox 2 Fel WA oo fouma [Overcus macrocarpa™ [Bur Oak 35 Tet WA oo fovru [Overcus nabra [Red Oak 3 Seat WA oo ULOA. [Ummus cowciana ver joporica Moret [Scouse Em 19 Teal WA oo [ULOA, [Venus éavciana vr. japonica Wore COUDE™ Em 3 Far WA 358 Quercus aiba and Quercus macrocarpa are speciied as 2"calper toes due transplant dates related i tap rect and nursery availabilty SHRUBS 3-6" cau ons cr Comeue AGKREGATE fume 01 CA-7 NecREcaTE CONCRETE CURB zo ‘ 2 COMPLETELY SEPARATE CAT AGGREGATE FROW ANY ADJACENT CAS AGGREGATE OR SOL TREE ORPLNE FENCE PLACED AT DRPLNE 4° WOOD LATHE WITH 6° BLACK T POSTS 8 QC. POUNDED INTO PLACE TO 4 ABOVE GRADE 1, PROTECTIVE FENCE MUST BE PYSTALLED PER SPECAACATIONS PRLOR TO ANY CONSTRUCTION [ACTMTY AND MAINTANED BY WORKING ORDER UNTR. ALL CONSTRUCTION OPERATIONS ARE (COMPLETED. DO NOT STORE ANY EOUPMENT OR MATERALS WTHN THE PROTECTED AREA REUOVE ‘THE PROTECTIVE FENCE ONLY AFTER CONSTRUCTION OPERATIONS APE COMPLETED, Landscape Architest: Conservation Design Forum 403 W. St Charles Rosd Lombard Hino 60188 (650.559.2000 Phone 630.389.2030 Fax won elfine.com Client: Norix Group Inc. Innovation Drive ‘West Chisago, IL 60185 Symbol [Selortiic Name [Common Name ‘Coane Sie Spacing _|_Container_[oomments EPA [pescatus parvola [Bonetnah Buses 14 Sat NA __| Container [cEme [Coanomus amencarcs [New Jersey Tea S ‘Soat WA_| Container [comm [Confus americana jetcan Haseint 75 Seat WA__| Container RAR [Rrus aromatca GroLow [Sumac Go-tow m8 Soat WA__| Conainer Rac [Rhus copatina Monat [Wingled Sumac 200, Soat NA__| Conainer Race [Ros glabra [Smooh Sumac. ™ Seal NA__|_ Container WEST CHICAGO AIRPORT DISTRICT LANDSCAPE STANDARDS - 10.5.5 Front and Exterior Side Yards LASSUN FT Requirements (1) Shade tree, (1) Omamental tree Jor (1) Evergreen tree per 100LN FT and (10) shrubs per 251N FT of the yard to be landscaped excluding |curb cuts. (Note: Excludes tree requirements for parking areas.) +14 Shade Trees Required +14 Ormamental Trees Required +.578Shrubs Required 38Provided provided (Difference provided in shade trees.) 780 provided side Yard (East) ‘SOLLN FT Requirements (3) Shade tr 1) Ornamental ree or (1) Evergreen tree per 1OOLN FT of the yard tobe landscaped excluding curb cuts. (Note: (10) Additional 2° shade trees were provided to account for the difference in caliper inches from the code required 3° calipertrees.) +8 Trees (Any Type) Required 18 Shade Trees provided ‘4Omamental Trees provided side Yard (West) BGINFT [Requirements (1) Shade tree, (1) Omamental tree Jor (1) Evergreen tree per 100LN FT of the yard to be liandscaped excluding curb cuts. + 8 Trees (Any Type) Required BShade Trees provided Rear Yard SS3LNFT Requirements (1) Shade tree, (1) Omamental tree or (1) Evergreen tree per 100LN FT of the yard to be landscaped excluding curb cuts. }+9Trees (Any Type) Required 9Shade Trees Provided [Detention Area (North) (COOLN FT @ HWE Requirements (1) Shade tree or (1) Omamental tree per 1001N FT. + 6 Shade or Ornamental Trees Required 6Shade Trees provided [Detention Area (South) 6S LNFT@ HW Requirements (1) Shade tree or (1) Omamental tee per 100UN FT. + 6Shade or Ornamental Trees Required 6Shade Trees provided [Ground Signs Surface (24 x5") 320SQFT Requirements: (1.3 ft) Sign Surface «(1539 ft) Landscape Area «18059 ft of Landscape Area required 208SQFT provided in perennials, 1GAL @ 18" Centers = 104 Plants DUPAGE BUSINESS CENTER LANDSCAPE STANDARDS Requirements: 25% turf minimum and 75% turf maximum. (Note: Turf minimum provided is tess than requirement due pursuant to LEED certification.) (65,333SQFT (11%) provided 2. GRANITE COBSLES AS SUPPLED BY KAFKA GRANITE OR EQUIVALENT, 3. "PNGER® PRE TO BE 10" LENGTH AKO CONNECT TO STORM ORARAGE STRUCTURE IN PARKING LOT ISLANDS. (2) PRES PER STRUCTURE TO DRAN DOW LANOSCAPE WATER BETWEEN STORM EVENTS. 4._ SEE QVL FOR PAVEMENT ANO CURB DETALS, GRAGING AND UTUTY SHEETS. E STONE INFILTRATION TRENCH 3/4"=1'-0" TREE PROTECTION FENCE 1/4"=1'-0" © 2011 by Conservation Design Forum, nz stone inf rch © 2015by Conseratinn Dasisn Forum, Ine. 10.00 Punting Plan ¥4 TaNt T (} Ast Oe te mE CA 6 AGGREGATE BASE COMPACTED TO 95% NOTE: 1, DECOMPOSED GRANITE TO BE KAFKA STABILIZED PATHWAY MIX. COLOR: BEIGE BLEND. SUBMIT ‘SAUPLE FOR APPROVAL PRIOR TO CONSTRUCTION. 2. SEE SPECICATION 321540. ‘3. EDGNG TO BE FLUSH INTERLOCKING SYSTEM WTHOUT OFFSET OR OVERLAP. STAKES NOT LESS THAN 12 INCHES LONG W/ TWO AT EVERY JOINT. STAKE POCKETS ON INSIDE OF MAINTENANCE BED (VERIFY LOCATION OF ALL UNDERGROUND LINES). STEEL EDGNG TO BE COLOR BLACK. SET TOP OF EDGNG FLUSH WITH GRADE. SUBMIT EDGNG PRODUCT INFORUATION AND 12° SANPLE INCLUDING JOWNT. 1 ‘AX0 BURLAPPED (848) wIn 2. TREES SHALL BE WULOHED PER SFECACATION 329300 SEAS EASE 3X PLANTING SOL TO BE FULLY IN CONTACT WITH ROOT BALL FREE OF SoH CLO0S THAT CREATE LARGE AIR CAPS PROMIIING GOCO ROOT TO SOL CONTACT. FOR REVIEW ONLY DO NOT USE FOR CONSTRUCTION STABILIZED PATHWAY MIX T'=1-0 F | WITH ORGANIC LOCK BINDER © 2016 by Conservation Design Foniny Ine B DECIDUOUS TREE PLANTING © 2018 by Conservation Dexien Foran, Ine nove: INSTALL HORTH AMERICAN GREEN S7SEN/SISOBN (1~800~772~2040) OR EQUIVALENT. 12. BEGN PLACNG BLANCET BY ANCHORNG THE BLANKET IN A 6” DEEP X 6” WOE TRENCH WITH APPROXMATELY 12° (OF BLANCET EXTENDED BEYOND THE EDGE OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAXES [APPROXMATELY 12° APART IN THE BOTTOM OF THE TRENCH. BACKPLL AND COMPACT THE TRENCH AFTER STAPUNG. ‘SECURE BLANKET OVER COUPLACTED SOL WIM A FEW STAPLES/STAKES SPACED APPROXMATELY 12° APART ACROSS ‘THE WOTH OF THE BLANKET. NOTE THAT 4 LOOSE SOL CONONTIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6° MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 3 ROLL THE BLANKETS DOW OR HORZONTALLY ACROSS THE SLOPE. BLANETS SHOULD UNROLL WTH APPROPRIATE Soe AGANST THE SOL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOL SURFACE WTH STAPLES. 4. THE EDGES OF PARALLEL SLANXETS MUST BE STAPLED WITH APPROGMATELY 2°-5" OVERLP. 5. CONSECUTIVE ELANXETS SPLICED DOWN THE SLOPE MUST BE PLACED ENO OVER ENO (SHINGLE STYLE) WH AN APPRONGLAT, 5° OERLAP. STAPLE THROUGH OVERUPPED AREA, APPROMMATELY 12" APART ACROSS OTE (CROWN OF ROOTBAL FLUSH WTA OSTNG GRADE REVOVE BURLAP FROM TOP 1/2 (OF BAL OR ENTIRE CONTANER cme recone ene STAMOS T aes ‘MNMUM 18° DEPTH AMENDED SOL : PER SPEQRCATIONS TO FORM Tb) PREPARED PLNTNG UX Baste SvacRADE —— x NOES: 1. SHRUBS SHALL BE MULOHED PER SPECICATION 329300. NORIX FACILITY Planting Schedule and Details G EROSION CONTROL BLANKET NTS © 2008 BY CONSERVATION DESIGN FORUM, INC. 01.00 Plating Plandng (CC | SHRUB PLANTING 1/2"=1'-0" Desion Forum In. 01.00 Planting lan dg © IIe by Concer: DuPage Buisness Park Site Improvement Plans PUNTER EDGE “ALL PERENMALS SHALL BE PLANTED AT EQUAL TRANOULAR SPACNG AS BOCATED. ‘SPAONG INDICATED ON PLANS (CORRESPONDS TO OMENSONS SHOWN. secon 27 LEAF MULOH (SEE SPEDACATION 323300) -4° CHE STEP Sou (CONDITIONER TILED INTO TOP 12" OF TOPSOL 00 NOT OveRTL, (SEE SPECACATON 329300) ‘UREA 18° OEPTH ‘AMENDED SOL PER ‘SPEQACATIONS TO FRU PREPARED PLANTING UX NOTES: 1, ONE STEP SOL CONOTONER AS SUPPLED BY MOWEST TRADI, 621800 ROUTE 25, ST CHARLES, WL 630.365.1930 OR EQUVALENT. Lusve Revision Dranby: RC 98%6CD __Chkdby: JL PERNOT SET Date Job No. 12982019 18010.00 H{| NoTusep GROUNDCOVER AND PERENNIAL NTS D]| PLANTING © 21S by Conseration Design Fonum. Ine. 101.00 Planting Man.dwg L1.01 THLE BY CONSERVATION DESIGN FORUM INC