The URL can be used to link to this page

08/08/2016 SPECIAL MEETING CC 16-037-PUD-SUB - 783-841 Lee StDES August 5, 2016 OFFICE OF THE CITY CLERK 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5311 F: 847.391.5439 desplaines.org SPECIAL MEETING OF THE CITY COUNCIL In accordance with Title 1, Chapter 6, Section 1-6-3B, of the City Code, I hereby request a Special Meeting of the City Council to be held on Monday, August 8, 2016 at 7:30 p.m. in Room 102 of Des Plaines City Hall, 1420 Miner Street, Des Plaines, Illinois for the purpose set forth in the agenda below. Please give notice of this Special Meeting to each member of the City Council. AGENDA CALL TO ORDER ROLL CALL UNFINISHED BUSINESS ORDINANCE Z-17-16/An Ordinance Approving a Final Plat of Planned Unit Development with Permitted Exceptions and a Final Plat of Subdivision for the Property Located at 783-841 Lee Street, Des Plaines, Illinois (Case #16 -037 -PUD -SUB) (deferred from 8/1/16 City Council Meeting) PUBLIC COMMENT ADJOURNMENT Matthew J. Bogusz MAYOR The City of Des Plaines, in compliance with the Americans With Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in the meeting(s) or have questions about the accessibility of the meeting(s) or facilities, contact the ADA Coordinator at 391-5486 to allow the City to make reasonable accommodations for these persons. H:Common/Special Meeting of the City Council Template ODESPIINES ILLINOIS Date: August 4, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org To: Michael G. Bartholomew, MCP, LEED AP, City Manager Michael McMahon, Community and Economic Development Director From: Lauren Pruss, AICP, Economic Development Coordinator Subject: Map Amendment, Final Planned Unit Development and Final Plat of Subdivision at: 783-841 Lee Street, (Located between Lee and Center Streets), Case #16 -037 -PUD -SUB, 6th Ward Issue: A Final Planned Unit Development (PUD) is requested under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of 58 Townhomes on approximately 3.1 acres as the Lexington Point PUD with requested PUD exceptions from the R-4, Central Core Residential Zoning District standards for lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet, setbacks as small as 6 -feet (front yard) instead of not less than 12 -feet and 10 -feet (rear yard) instead of not less than 25 -feet; A Final Plat of Subdivision is requested to create the Lexington Pointe Subdivision with 13 lots. Analysis: Following preliminary plan approval by the City Council in November, 2014, this application was considered by the City Council at its July 18, 2016 meeting. However, additional concerns were expressed regarding traffic on Center Street and screening for the adjoining church, and a preliminary vote for approval failed. Following this meeting, staff has worked diligently to resolve the outstanding issues with the applicant. A revised plan has been submitted which eliminates one of the two access points on Center, and adds one access point on Lee Street. Additionally, new conditions #5-7 have been added which will require an opaque fence to provide additional screening for the adjacent church, a taller construction fence to reduce the impact of construction dust and debris on the surrounding area, and a condition that contractors will not park in the church lot during construction. Staff Recommendations: • The Department of Community and Economic Development recommends approval of the Final Planned Unit Development and Final Plat of Subdivision subject to the following conditions. • The Public Works and Engineering Department recommends approval of the Final PUD and Final Plat of Subdivision, subject to conditions #1 and #2 below. • The Des Plaines Fire Department recommends approval of the Final PUD and Final Plat of Subdivision. Page 1 of 121 Conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation building 1 b. Right side elevation building 2 c. Left and right side elevations building 4 d. Left and right side elevations building 5 e. Left and right side elevations building 9 f. Left side elevation building 11 g. Left side elevation building 12 5. The Petitioner will install and maintain a temporary six-foot high construction fence with fabric affixed to the inside around the entire perimeter of the Subject Property to reduce to the greatest extent practicable or eliminate altogether the amount of dust and debris that may adversely impact the adjoining property owners; and 6. The Petitioner will install and maintain a permanent, opaque six-foot high vinyl or composite material fence along the entire south property line that, as of the date of adoption of this Ordinance, abuts the Immanuel Lutheran Church of Des Plaines. The color of the fence must be a muted earth tone that integrates with the elevations of the Proposed Development. The Petitioner will submit color samples for approval to the City's Director of Community and Economic Development prior to procurement of the fence. 7. Contractor Parking. The Applicant will take all commercially reasonable efforts to ensure that its agents, consultants, contractors, and sub -contractors do not use the parking lot of the Immanuel Lutheran Church of Des Plaines during the construction of the Proposed Development. Under Section 12-3-5 (Planned Unit Developments) of the Zoning Ordinance the City Council has the authority to approve, approve with modifications, or disapprove the above-mentioned Preliminary Planned Unit Development. Attachments: Attachment 1: Development Concept Plans Attachment 2: Approved Preliminary Building Elevations Attachment 3: Location Map Attachment 4: Site and Context Photos Attachment 5: Planning Zoning Board Meeting Minutes of June 28, 2016 Attachment 6: Letter from the Planning and Zoning Board to the Mayor Ordinance Z — 17-16 Approving a final plat of planned unit development with permitted exceptions and a final plat of subdivision for the property located at 783-841 Lee Street, Des Plaines, IL. Exhibits: Exhibit A: Planned Unit Development Plat/Lexington Pointe, prepared by Haeger Engineering, and dated May 26, 2016. Exhibit B: Final Plat of Lexington Pointe (3 sheets), prepared by Haeger Engineering, and dated May 26, Page 2 of 121 2016. Exhibit C: Lexington Pointe Site Improvement Plans (24 sheets), prepared by Haeger Engineering, and stamped approved on June 22, 2016. Exhibit D: Character Elevations (15 sheets), prepared by BSB Designs, and dated June 28, 2016. Exhibit E: Landscape Plan, prepared by Krogstad Land Design Limited, and dated June 21, 2016. Exhibit F: Lighting, Signage, and Striping Plan, prepared by Haeger Engineering, and dated June 20, 2016. Exhibit G: Revised Access Plan Option 1 (58 Units), prepared by Haeger Engineering, consisting of 1 sheet, and dated July 21, 2016. Exhibit H: Unconditional Agreement and Consent Page 3 of 121 ;11 Know Wears below. Call before you dig. Nan: TvI611 etwat 4a Moa, excluding menses w9 60E0m., (88.0110 da. CITY OF DES PLAINES 1420 Miner Sheet Cee Play.., IL 60070 Tel: 947-301.5300 OWNER / DEVELOPER: Lexington Homes 1731 Mammy Street Suite 200 Chicago, IL 00014 7e1: 773-300-0300 PREPARED BY: Heeger Engineering. LLC 111n0ie Prot Design Firm 51S4-003152 1304 N. Rum Grove Road Schaumburg, IL 00173 Tel: 847494-0600 Fax • .haegersnglmedng.cem LAND PLANNER .LEN Land LLC P.O. Box 4887 Oak Park, IL 80304 Tel: 708-648.4350 ARCHITECT BSS Daelgn 1540 E. Dundee Road, Suite 310 Palatine, IL 00074 Tel: 047-7082200 LANDSCAPE ARCHITECT Kmgatad Land Design Limited 510 Pembrooh Court N. Crystal Lake, IL 80014 Tel: 015520.1511 TRAFFIC CONSULTANT KLOA, Inc. 0575 W. Higgins Rood Rosemont IL 60018 Tel: 8475180000 C/Iy Benchmark BENCHMARK 001 Deacdpeon: Monument eat in concrete el N.E corner of Prairie Ave. and First Ave. 75' East of R.R. Trask, and 12' Nolo, of EIP of Prairie. Northlg:1,957,657.00 Eeating: 1.103,206.05 Elevation: 840.23 NAVD BB (Geoid 12A) Site Benchmark CP 5201 (See Surveil Description: Qom Notch 11 dnews& on ha Western Side of Lee Street West of 5,e S ..thw. tem Property Comer. Elevation: 040.68 NAVO 80 (Geoid 12A) LEXINGTON POINTE SITE IMPROVEMENT PLANS SECTION 20 TOWNSHIP 41 NORTH RANGE 12 EAST 783-841 LEE STREET, DES PLAINES, ILLINOIS COOK COUNTY BENCHMARK 567 D0Ocdption: Chioeled agars on the S.W. comer of =wrote mast ann ease on he E. skis of Rex Rd. at EOmwod BheeL Nor h8g: 1,907,140,48 Easbng: 1,106,880.15 Elevation: 030,91 NAVD BS (Geld 12A) PERMITS AGENCY PERMIT it TBSUE DATE CITY OF DES PLAINES IEPA-SANITARY IEPA- WATERMAIN IEPA- NPDES MWRDOC IHPA 025091514 10/02/2014 1DNR- ENDANGERED SPECIES 1500980 00112/2014 ICOT (LEE STREET) City Ina9eetinn Re4ulrs9nen1 Note: Contester :Moil call the City for she work inepeo8on 48 prior to 0(0/005 Work. Contact 847-901-0300. LOCATION MAP 1NDS(TO SHEETS NO. DESCRIPTION C1.0 C2.0 021 C3.0 C4.0 C5.0 C6.0 C6.1 C7.0 08.0 C8.1 09.0 09,1 09.2 09.3 C9.4 C9.5 C9.6 TIRE SHEET GENERAL NOTES AND SPECIFICATIONS GENERAL NOTES AND SPECIFICATIONS B05I1NG CONDITIONS PLM' DEMOLITION (IAN GEOMETRY AND PRANG PVN GRADING PVN GRADING PLAN ENLARGED VIEWS UTILITY PLAN S NiTARYSEWER PROFILES UTILITY CONNECTION PROFILES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS STORMTRAP DRAWINGS STORMTRAP DRAWINGS INDEll TO EGOBITS NO. DESCRIPTION IX1 MWRD DRAINAGE E7}SBIT MWRC VOLUME CONTROL E?7IIBIT INDEX TO STORM WATER POILLMON PREVENTION PIAN SHEETS NO. DESCRIPTION 901 EC2 EC3 504 SWPPP TITLE SHEET SWPPP GENEPAL NOTES AND SPECIFICATIONS STORM WATER POLLUTION PREVENTION RAN (SWPPP) SWPPP TYPICAL DETAILS DRAINAGE STATEMENT: T the beat dour knowledge and belief, the drainage of surface waters will not be changed by the combustion of Ihle wbdWldon or any part Sheraot or, that Bdrainage will be changed, raaeenade pmvtaion las been made for odteodon and diversion of crush outface waters into public arse., or drains approved for use by the City Engineer, and that each mala. waters are planned for In accordance wig, generally accepted enl3ineahh9 pumice. so as to reduce the likelihood of damage to edjoking properties because tithe cons Wchon of 911. subdivision. Minrils Regl.Jered Professional Engineer No. 082-061765 Ocher or Owner's Duly Authorized Agent Edging Symbol 0 O A 0 Or.u. --rW- -w- C x11:.1: 0/P 0005 xvx0 xllxme 1001.0 + 1/W x00.00 ere 000.x0 0 • LEGEND Deecripbon S eam Sewer Menhde Catch Basin / Drainage Stuckey Inlet Flared End Section Headwall Mee Crain S,ntiary Sewer Manhole Clean Cut Storm Saxer PVC/HDPE Collection Sewer Sanitary Sewer Sanitary Sewer Service Combined Sewer Face Main Water Main Water Main Service Faro Hydrant Valve Vault Wks Bar 8-000 Well Head Light Pole Light Pole WM Mast Aon Traffic Signal Traffic Signal Wdh Meat Arm Hand Hole Fence G uardrail Pipe Bollard Sign G ee Wive Gee Lim deckle Line Overhead Ultfty Une Fiber Optic Una decked Pedestal Eleohio Manhole Guy Wm UdIIly Pole Telephone Pedestal Telephone Manhole Telephone Line Cable TV Line Cable TV Pedestal Flagpole Mailbox Handbappod Parking Stoll Number of Parking Stella Curb & Greer Reveal, Pilch Curb & Gutter Depressed Curb Retaining Well Curb Eevalion and Outter/Pevament Eeralion Pavement devotion Sidewalk Elevation Ground ElevaSon Top GIME EeveSon Bottom GIME Elevation Open LJd Frame 8 Grabs Closed Lid Frame 8 Lid Swale Ha1decep, Flex Schwepe Flow Contour Line Welland Wetland Buffer Normal Water Leal High Water Leval Flood Plain Flood Way Deciduous Tree Coniferous Tree B ush Bruahlihe Shc Sodng Over Land Flow Route Recommended Garage Hand Wfth Driveway Slope Proposed Symbol • • • 52 c De▪ n. -.---5-- - )-- - - - 49- A el e 05' • x -x 5' 6- - 1,- - m - qry- Qwy • EXPIRES 11-30-17 3 fl 9 3 1 1 i 1 g 3 0 I 5 € 3i 666 Ikkg cc 11.61 6iw1e I W n$=E 1 W- I co Is =M m 1aILI 1- W W 2 H PmiedMenage, JDT Engineer: PAC Din 01/22/2016 Projed No. 14168 Sheer C1.0/0 ns Od.: I.w04201e •lnh.. wa.e 4.0.0 -AffacFimeriTT- h,amr� Page 4 of 121 Attachment 1 P a g e 5 o f 1 2 1 STORM SEWER 1. Rete to Sewer 0d Water Mein General Nora forad Moms requirements. 2. Stow Sewer Pipe Web•mwbuot.dtom one rmon01he following materiels ea melted on the Plena: a. Renton= Comleb Pipe (RCA) confirming to ASTM 078 with ORrn4 4sketpmle conferrers le ASTM C443. Pip. =mewl be per Section San d IDOT Standen 9peclwens, adept that pipe Nal be • minimum Clan III In non -struck= ems. (la., yea; oniony, et.) and • minimum el Ohm W h or within zone of tutee = of NI Nmedrel areae (.a, seed ere pariah rpt, mine, waw, els.). b. Poiyelnyl Chloride (PVC) Pipe conforming 10 ASTM 03054 with a Mend= Dimension Ree (50R).026 unless ,dad ahrw5 en the Pins with ebebmedo peehet(M4 .anfe.10g to ASTM 05212. a Hoe Dendty Pdpt4.n5 (HOPE) Floe with smooth wall Integer meowing to MBA 08380 with Joint. mnbminp to ASTM 83212 end ASTM 03350. d. Molls hon Pipe (DIP), CIEs 52, conforming b ANSI A21.61 end 411101441 0161 win rubber gadetpinta c.nfrreig In ANSI A21.11 ed AWWA 0111. Th. mtdar riga pip* end lungs Nut be eementmortar Hoed le aece4rne 548 ANS1A21.4 and AWWACIO4. The wieder era ',peened liing. abed be coaled with en .phalli. mane per ANSI A21.51 and AWWA 8151 ler ductile hon pipe. ed AN81421.107A21.53 and AWWA 0118/C15Sfor lenge. 3. Where miter main guilty pipe end jobb aro rewind to meet the water min peolectlon requirement the Norm sewrdpe shell= a ,11,00ted from one or mane pato felbnng mahrtie as swelled on re: a Rembrced Clem= Pipe (ROP) conforming b ASTM C281 with 0 -Ring =Wed joint conforming to ASTM 0443rd 0381. Ppe dad shell be per Sodden 550 of 11307 Sbndrd Spedeaen., =apt that pipe Mel be a=We= Chin NI in nonatrumnrl e=. (i.e., press, p'm""y, alc.) and . minimum 07010.50, In orwtIhin zone .7 indium. dal @Met= and (I.e., roedwaya, parking lob, curbs, = s, .b.). h. Paly0Wyl Chloride (PVC) Pipe = Mangle 45TA02241 with aStndend Dimndon Ralb (SCR)of 28 tinea nand oio,w5. 08 to Pens with nestwn.go genet johns conbmhh 10 ASTM D31313 and F477. o. High Density Polyethylene (HOPE) pressure pipe dm=oor wall interior ern joints eonbminp b AWWA C-004. d. Ouch Iron Pipe (DIP), Clan 52, omforn=h t ANSI A2151 rid ABABA 0161 with rubber gNcelJort eonemlee , ANSI A21.11 ed AWWA C111. The Interior of the pips and Wigs shell be gement-mart. lead In accananes with ANSI A21A and AMA 0104. The Mario dell pipes and l tingoWWI be good with an asph•Nc .o0hhg per ANSI A21.51 ed AWWAC151 for Mole Iran pre. and ANSI A21.10/A21.53 ed AW WA CIIOICI59 forAtlnga 4. Non.mtr.bgauad concrete pip. shell le m.huobdfrom one or mon of re following mat4.ls e s apeo5ad on the plena: e . Reinforced Conde. Ardr Pipe in menden... Wth ASTM 0508 end MSHTO 14208. b. Reinforced Genre ee Elhplul Pipe b amenLme with ASTM 0607 End AAS14T0 M207. e Reinforced Cnneele Boo Culvert Sections in ..combo with ASTM C1433. 5. NI Men Wedelns MU W,mdn= nine= Marna canoe= main. with tad and groove joineembm5g b ASTM 0478. Ifre strung., dke=•W I. not apecdd In the Plain re muted manhole nom= ME be determined by age orphan and theiradsnte0en. The prone minion= owner bed 008 bolt= seem shell W mndltlaly wet 40 pp openings In the Moine MI be peen a010 the Mabee walls .t to p,pr10ved newton and ar4m.1bn. Benches End dared Menne' invrtibar Ind she ke provided et boom oMenu= to mwelde smooth defined low path Wane. all i0nard outlet pipe inverts Slone m,r00s and oo=h eon. shall have OaanM0 offset ane*,.r.epi wham raw...ry Me to hcghl end opening e.010.n. where • prom= 1Mamed eanere a tet by dab widen dell be mended I,Oeu do ,00.10 earn man. Flet tap ebbe shell Gon tem to IDOT Standard DOH 602801 in well n meet the H -20H810 footling requInment. Cer0 Beare shit have he wrap depth es meal= In the Plana Concrete aerating ere w0 be permitted when neneewry and Mat be limited to oro (2) equaling dins tabling ml mor•fon sight (8) Inch. In Wight AAbin15 One= Maim =Ions, niueIng rings and from= dell le .ore=..sled b ohs mother germ a mMsnt flexible. non-aerdnt° NNmineus mania or rayl ming comaeued In .0endah0. with ASTM Mb 0rMd0e Mier gasket In aonone os with ASTI04404 ord...o melds a =Wight fort Th• Cenbwter Wall remove all amen m.Nk m (nide dstowrs and bet eg..Ma with moiler. 6. Men= dep. Mao be lumbar and Wei= in el Snary med 9bme emcees In emon.n.a was the 'Se,d.04 Specifications far Water and Sear Cor soothe f, Med ediwn ed as sham on to P lena able =II W pe=pep5lwne ward Mei mare dhdoreed imps with rip, =a and pullout ming.10 admn.noe with ASTM 0478 and OSHA requirements. The sspe shell be Mood MM.= d twelve (12) to del.= (18) roles on enter. d Wel W bold detly beta M menrab frame opening rad eel not le keeled 45eo1y owe • pipe opening with hue elpm.M of he slops amenity prprdbdrb the pipe flow= Mon whr.verpcashie. 7. Open IM slam 5mBN 85 ere designated with •tn' on the Plans and dowel Ild arm etnlduna aro Migrated with'RIn'on tla Plan. S . 01004 Id stem smeared Eames and Ids eta W Neenah R-17101010 Type B HO. ar approved equal. Men noted ,renege in the Plans. Closed lid Wenn Ida Wel be Imprinted with the wend'STORM' cost l44 he Id. 0. Open In nom M ober ten= and la. dell he Neruh R-2534 0. or approved equal. unlem noted orheMw in he Plana 10. yen am dein etrrrmree Wail be Nybp=t rine drains or drain Wein Monne or eppmad equal, unless noted.hr4s. r Ma 11. Com=Iudend sections Nue be preen =ram=comae with an ed nook card sewn= to moan =E id end section in pew r eoordenoe with 0DOTStdud 542301 for leaner mnw.t• pipe E nd IDOT 9Wdeed 542308 for ellplwl .nmale ppe. Orating forfl&red and .gens sol be In s=onance with TOOT Sedrd 542311 end dal ha pmwded et el eared ed Walbro. hwlw (12) IoW= or greater. 12. PopR.p with Titer%bc accerdmwwih Section 281 ofthe 'DOTStedard 8pec50 Soh. Wall be reed= M I188Wn0 Nown en he Plena. 13. Cleanout shell he pewlded In tegoneshown on he Plane r= reed= byte Juledotlnnel Agency. 14. M dwnaput, aolngddns, ndo5dd. atm drains WWI =Wage b the Nrm raper or diming. el grade. No ala.=ar Wel be discharged Info the sanitary sewer engem. 15. P.fr•ied pipe und.5r.I. shell be o0noeled treble HOPE pips oadormma o PASHTO M252 or 01704, perforated polyethylene pipe ofdhmeer speeded m the Fieng with a anoolh Merin and wrapped In a 101 fillorMgr eedr rpp0d and M0 el= byre Conine -hr. 10. Dominican structures leafed 10 =rb and=geram flow Inc = Mons. 17. Ele8100of flood end sole= an, provided Ore engem outre= Ore Bred ed mace. WATERIIJN 1. Rehr to Bewared Water Main Genets No= braddition." requ=menm 2. Water Main Rpe Wel beoo00huWd from one or more 080.1080 h=bring.. owned on Des P lena: e . 5.01. hon Pipe(DIP), Claw 52 eonbnn105 to ANSI A21.61.nd AWWA C151 Mm a 160 pd =ding pewee, with push -on double ming rubber genet feria ramming to ANSI A21.11 end AWWA C111. The Meer of the pipe and targe MI Lis element -min End he..0ordam with ANSI A214 and AWWA 0104. The=Wir Oil pipes and 1m1,g0 %hal be eared with an ...phallic coda per ANSI A21.51 and AWWA C151 ler die Pon pipe, and ANB1 A21.10/121.52 end AWWA C110/C1e9for 08n80. If spa:4W. the Mlle len pipe and htlnga Nal W sem=bye pctys10yrne monaement with an 0 MI =rem paw C (Meek) conforming to ANSI 421.5 end MAYA 0105. Installation of DIP and Arne. eel be In accordance a1 AWWA 0800. b. Pdyanyl ChM= (PVC) Pipe, BOR 18 conforming to AWWA CBM (4'-17 Amami .) ad AWWA 0905 (14-46 diameter) wth a demure feting 4235 =mrma l to ASTM 02141 en Corte 100eeenmee with ASTM D313O veth ebsbmro nab In =edam with ASTM F477. Installation ofPVC prawn Irmo MI be in armee with ANOVA C8a5. o. High OawNy Polyethylene(HOPE)premiere pipe end Mae /owner mai In a8Onro,M11 AWWA 0506, OR 11, 160 pet with Mode Iron pipe =side 2mnson. 3. Doo001ran Mingo or con hen flange WWI oanfonn to ANSI =tinned AWWA 0111; end camped ductile iron 5tnge re1 wnbm b ANSI A21.63 and AW WA 0163. 4. AI vino able... Wel be can0udag of moon reinforced conga *Mons with longue and grcave Jelnb confirming b ABTM C478 and WWI hew ■ mine= =lde dam= of 49Inohes. Mature Wenner h not swelled In the Planate required elnrnom diameters all be deta.lhd by Nue ofplow and appurtenances that need to be ken= within uM Main. The prawn Mnlereed memo base End got= when Mel le mun0mhla ly.sh NI pile openings In the W0410 .0,11 W preae1 MID th.0ucture . at to proper hod.ame. endodenbM.. Wear stmbms shall have am -ria owes, .)meat when ne eaeery due to tight.= open) ream.lnne, where a premed neldwwd compete flat top nab .)melon Weil be provided In -lieu of en ee.eMb cone Wadmn. Flet op Paha Wail order= to IDOT Bledem 00111002 601 ea well es menthe H -201H8-20 Mary ▪ qo rlr4 Cone==pisbg rings Ml be pemMbd when necessary and Male Imtea to tem (2) =junks raps hinting not mote than an (6) inches 10 height Ail joint Wbmn Wefts. 0.4n., =page rape End fomes Mt. he merely mad to one morn uWrg • 10Nbnt Male, no.hrdenieg biW4mue maao or butyl 10.11,4 ampwnd In ammeluo. with AVIV C=0, or 04510 nobler gasket In•coadanee with ASTM C440 Ie elder to walla a=Mntghljoint. The Cantraatrahal reeved excess mane an inside of Mange end buterpM0 nth mortar. All weer W u05=. WI W =Might 5. Valve mus Wilhelm minimum ins= dimmabdfoy-s`yI (40) Wham for aldn(6) inch d.m01r rd am.lr whoa., rod haw a minimum bald. diameter of Way (M) rams Wien (10) hob and tiger vine. B Water aeN0.. 2 hilnah.e In diameter and =WM @WilW Type K Copprfa ude00ard woke. miming A8TM1318 and ABTM B251. Wren diameter =br.Mcee Well be of rime pipe and joint mated. w the merlin. Mx min oras 110108 on the Piens. 7. The admen comer= beawd grade to the top al the weir =In rnw.bn a=MMos Md h. 6.0 feet 6. Neter mein Mae (Le.. bend.. elbow., bee, noon eh.) may or W apeelf Hy refinanced m the Plea and aro to be Gonaidered incidental and included the Meerfootage MN rte wr.rmar. B. The etenderdafor madman deflection at Merino 0044.09 Padua let Me mews eke typos and =l4e dol be perm. fdawr4; ▪ Ductile tem Pipe (DIP)-AWWA COW. b P0yAed Chb4M (PVO) Pp. -AWWA C002. a High Omar Per M.wfrh=r. requemene. 10. Tbua1 Mocha doll be Mehl= an vwbr mere at el tees. elbows. plugs- and bend.) 1114 Oconee et great...tc. Pr the 'Standard Speaifroetiorm for Mier and Sewer C08shmto,7. 5.105.diMn, Thrust b=oa chi! be pound In plata Portland Cement Coamnh. 11. N bands greater thin 10 degrees-hydrants.Ma. end A5t190 sell de meolenhel10Mwith Mega -Lug Malnlna glens or Field lair genet in owing% Megan Wings end et redo 00.400 12. AA balls ed mut, Male. shhrbw steel. 17, Almanac. shellbe 6,sMbd on all non -mantic water mine. The wire Meg bemntlnuoue torn valve w4l b win mit 14. Free an lbs ler water etruemree Mil be Neeneh R-1713 or moo= equal and lidsshen be impeded wit. Mean= 'WATER' mel i4a the IM. 15. All weber was, Ere hyamte, b -boas, corporation sopa, orb slops, ground Ley ship. .rake bons, booing =me, 0d other mew mem related appubnennes shell conform b VligefCMy or malted* Juridbe08El Agency Requawnen1 and Mall fern= and rebel the erne. 8000.0500114 verify sed model, able, type, End menden.... nnsbed prior to ordering. Alin hydrants dole paned in seMnehM with the malleable JuriodlNhnel Agency requirement.. 18 =gee Mall le non -Berg ohm type ed Nal pow ay liming alma= All velem sol W =tient wedge gate or ball *edges. except that butterfly when aha!t be Maled on 01 water mins and lager. ace 100819 b MINA C600 0410mhdmm anted w.krg damn 01200 psi .rad In aopardmn0.WII, ppgoMh Jud0dotlonel AM= ngolr.m.nta Sp=altywMW endmpila arches . d4ladws, lapping =ewe End wits, pressure educing whom resection rakes, and alr.deem rakes dell mnbnn to the =Ammo= doe epplbehla Ju4dtlemd 450.8071041400001080541.1 be installed al incati000 Indicated on to Pew 17. When n=ag =median. to Meting mac mein, requires a dander. th.tregrdms an ldwnptlnn1 wince, the Cnbeebr Mal coned the Ow erdth. w.ter main rid may she mutolly area upon e deh.nd. time forooaaoens which will alter mole 5me b per=m the work required In order to nuke the equl= oolnseen. NdHOnbn. del owns to be .15.01,4 by ea interdp00. WWI be prodded •minimum of timely -four (24) home pier to the dm= ifbmlptlm. AI water =reopened to ebnwp4are must be d Wd oted prior brawling the wider main to mice. 18. Wear Mab ed reglad appurtenance* Mil be rated W weard0noe0491 the following: a. NI warnmaIns eel be need by mama of• pnenune hat and Malmo tut 1 a00en.n., wile 11051004,4 Speellnlbnefor Wein and Sewer Comtruc4o,7. 1tard=Wm RAMA ed In OOGonarce 016, epplktlh J==IWpal /gamy nqulnm•nls. le Nlwater .6u44n.(ea. wire mule) WWI he ubJed to a=tae bel inemonbnce 0N, IEPA guidelines end hriede9orul Agency .4010mente. 10. Ater mnplMmdthe water mail bobh,the =termer. en nbbdeppurben.we Wail be Imbed d ean end dined= (chlorinated) In ermrderbe with the 'Standard Bp,0lwa0r ler Wase en Sewer Corwhutin', later odhhn and In moon. oe with applicable Jrataddb10A0100y 10qu1e10ene. WATER IMIN PROTECTION RECUIRENENT6 Wetx were. nater amine and Meted wpunnea.mw shell be Fooled= Ease any mining or proposed dere..8bry aware. atom sewer. combined ewers. sine mains, and 0001 dniag, Al Mees melody men bed 5,0.0080010040475. rabmd bee 'wwer(e)' ler the remainder d this emotion. Hottentot end wadi wpe.Ww nquarm•nr When water mars and m=m es well e. other we= mom moledbn maims= = eel be in accordance with 'Standard 00.880110,. ser Water ed Eimer Cmtn etc, In 51nde, Mal anion and per IM folhw=g: 1. Horbmbd Sgparat.: a Whenever pou9le.min adei100 or proposed welter main mug he al 'wetter. (10)Adhdmnlely from saysaheo or proweed d,Ln, stn newer. Geary www, amble= seem= sower wow. h. Should loon omdn0= wit which would pmenta Moral sepee5. .7 In(10)5ek an e0W,4 or proposed= =or main may he doer than ton (T0) feet to • *ever fronded 'het the weld mann Ira= ra glean eighteen (18)insheeWove to crouse Ota newer. end is Whey In a seperre tech or in dee arae bench on on 01eahed wit Web Owned to one Ode of rho sewer. a Hit timpewihle to Men =pee 80010. !ant veNwl oepam0n 00 described In Irma 10 and lb elbow. OM the water mein and sewer mug be consbu0ed of pipe ..4 joint menial 1 M Mnfmme b weer mer guilty dice and Jori standards. and be pram= heed b the m.tlmum expected wrcMme head to enere weto logien before peddling. 2. Wen= e.p.anOw; .. Whenawr weer mains nem sewer. tewier 6,10 Mt le Ind •I.M•n dawtion that the rod Ore=term== bet l.M eighteen (16) Inches nava he crown elle sewer. TN. =gal sepeatim W.I be =Main= kr the. =Ion eine wear mon embed wMhm ten (10) feeth0bant.ly of any sever crossed. This mull be measured to prpedbuir distance from me=tmer to the sear. A length of weber mein pipe Ma be contend over he sewer to be crowed wtthphw placed equldlebni ton the ewer. b. When .odlO08a mist rel re minimum vrlwl .,p.aen set b,th in em 2. %bow cermet be m WLInd, or le Is necessary er he =ler mer b pow ender a *ewer, one Ore following two modus mad be Wein L The =lee main ele5 be10g01td within ■ PVC soup pipe Out conform to water mein golly dee end Pent oloded. ed the ming pre shed extend an each skis of the crowing until the normal dein., em he water mein to the sewer Is et 104 Ion (10) Mt IL The Invoked weer WWI he migon= 08ppeemir= mMolwNeh would =lone tewgr mgr quill= pipe edpinl slender& until me a..1 name meth= no% 08th. masa freer he weer mar to t0 ewer t arms( to)10)1eg, a In nukingsuch =dings, •en of mol. Mil be coe=d over the sewer to be ng,9th pipe ono= with )dMa equ0001nlfrom the mar. Where elank, nub must cross under sewer,• del=l menden of eghben (18) oma admen the Invert of the sewer and re down are wafer main Md be mainlined,. eking with means to wooled he ewer to prevent Ihelr nettling and betlng the went main. The horizon= end end= separation between =ler Man Hneg and mews an reined mora 0hoe shouldke the seine =fore= main. N. dentedabov0, wept thnt when Minkn= hedmlml and =goal amend= cannot les manbind. water main gutty ppe end )ort as Womb= under Vert= Separatan Mew, may be used for sewer or meted sdNce lines. 4 Wetermedni or swelee .4Nl not be allowed to pass through orcorns into =rl.d wWM sawn ahulenma 5. Water mina Well he ripened from=poo binge, dep=el find. wepeg. h=e, ed sewagel0 n eon. bye minimum obenty-Ass (25)feet. 6. Warr mein.)shell W.prat=from sanitary serer me mins by a minimum of at bard bn(10) feet hdentelly and them bel Wen eighteen (18) Int. verb.l aspiration at crowing. 7. The Canada, shell photeciwabr mine end wow Mesfrom the enhance ofhydu.,beun tluough ditto/on through any 10ale4el owed In the =00510000 Ohs 111. 8. Casing pipe .el W 1001!5.8 In Iowans End of=W M apecA5d on the Plow or when necesmryb met them= min pmlaMM requlmh=ma The ander ppe Mak be wMrelybladud and banded with oppee intey *Wood pease, and eantayad atom wawa Well minter he needled g r=tont Upon reeling re odd abate WV Mem the wing and dear ripe shell be Ailed nth *ed. pee gravel ortowable fl! and the ands shell he mled. PAVEMENT. CURB i GUTTER, AM) WALKS 1. M =k under tits Section .M1 be perform= In acm,ance the IbOT Sbnds,d Spribeens a as .)pond In the Plena 2. Canons orb or cumend gutter shall be cmrbuoted In mannnw wyhthe Ren. End 9.00. 6004 the IDOT Sanded Spso!hat1w A11•pre-molded Mirpinglr log with two(2)18' rang x ti' )84).pony oared =Mk mud dowel herewith gem= and ape ogee= conjoint MNI be provided at expansion jobb. O pennon joins MA he weeded a1 a maximum of any (80) foot .orals and rid wins of amebae end tangency, curb retunta. 5ve (5)foot ether Ode ofedge of structures. and at the end reach pour. CanMuotlon)dnts shall be provided at =durum Wong (20) 80(10ton ai. a. Wham proposed can of one end goiter mmnW= en =Mg 506, ran End quer, me coifing curb or cum and puler Mas Pe Meeel ad then ase 18• long x 16' (24) epoxy meted ermolh mod dowel bor. wi h greased and ops shell W drilled ed In blind nine (0) rdn. 6,b the..dsre4 rrd peppp.d 506,. Ban shall he =bled In a buten similar that 08the expnelon joint in the curb or wren=holo. a.p4i bb. 4. N orb and curb end gully maenad craws 01154bash MNIW ninfomd with Iwo #4 Eppy sold ninoning bens bra length ofton (10)s4lwnbrd mother =moll man shown on the pens 5. Rommel p4dand curb End gular5d he =WW1 rage where pavement nom 0=ye, the aura. 9. 811ewalk8 and walla Nut be conducted In 0Popdanoe wEh the Plana end Seddon 4240f PO COT Minden Sped7mtbns. Connie =wags and woke Wall be hiMene4 len mien= 076'al el &rawe4,. All N1ew1ke and waw Weil he IDOT Portland Cement Cncmis. Coes Mi. on =mot= .0500.1,04.. munu es Mourn ono pin.. Soo== mnh.00.Jerknal W provided at be (5) Cwt interact. era sped/ed in the Paw Eseain pinemwbBn. 01. lepremoa=ton pint flier NE! W wedded et m.xlmum Illy (60)foot ntema End Edreenl b concede curbs, d1..., bende8En, =pa, atm as well a. when meeting exiNah corer= =Nka 7. Sidewalks and =w condoned ever • Willy trench WWI be dnb,ced with the (e) 04 mend mow caned minaret.. boo fora 50 th dten (10)feet centered aver the ugly trench or aa shown an the gess, 9. Curb ramps .enolsbthe 81045.8with raised 5unaleddome deadens wwm1gseem d w nd.n brisk reel odor orern .8Maio Mar led W provided et it o0 4000 where ids elk me*te cora and at ether Imams ams Wown en toe Pane 18.caordnnoe with the Ilrlale Acae8Nb0y Code ((50). how Jaen end DOTBbMerd 424001. latest rear. B. CW09 and pm1nd0nrell =Geed Gowned.=flees'hall W In aoorde=ce with hs DOTB1nded Spa,ifi4eliaa. No'honeymmbre or ether Master =lam Mho oilmen =faces W .mold. 10. /ggregele tem wow Well W kl0mrd.na wl0,U. Pin. end Swan 351 d the IDOT Sande= Speolllw7nne. Mange le be6. 050000 =WW1 MES 11.041-0,4.. 8,10018 nude= green ...Riming to S.Ofon 1004 of Ma DOT Sidrd Sp .Soma 11. Bi4m1000m bleier and m,baOnline deli be Hot Mt Asp= (HMA) d type and compacted .kine es ewer= r the Pln. and Wel te wnnetlad In aeo0nence with Seelbn 406 of 86, IDOT Sends, Spedk:Mon. 110 ambo Mum Mull be man with Agin material. no new= makable ali be Elbw.d unless spen=d oten= on the Plena Th. O.traobr she provide Ed pey for the minces ale oonpeten paving abeebryto dean rid supervise Oe rand dee weng me=n. NI Wring mats= and nib= shall W IDOT,.Mled. 12. Ported wnwMmncrete (PCC) merman Man he Claw PV with relit entre sporran an Plans and he comann= In accordance...11i Section 420 of 41. 50T SWedrd Spedhatime 18. At cannote work ebeH be fide d wlh•Mom flnleh unim•pmoda= otherwise in the Plena 14. The Canegebrehalemoot the exposed edges ofu11 existing pewee= 4pwel to my pmpwad pmemnL apron. 1211.4,, pub and enterer Miler to provide • amort, elven edge that late, of Imo mstern. Apron.,Una= butt joint alder raper Wel else be mended idneesanry. Rams bun)=M WWWll5raddifonel Inbwatimr. 15. The tenIng dhe meander awash Wee mum, N'ondnoue arrogate maleda1, binder mime. aurbw mum, end orae le work dull W r.qurW and be perform= In .0004= with am DDT Bb18en Bpecncatlon0 and =dronene.f to Applicable Jda4ten."Agency. Awall•d Innig Item Well he a ndowd b pe41m0 the required t.5b, emure twin end mof000.na, and pend. he mamatthe Engler, Owner, end Ju4d10tlealAgency, The Conan... she' pmvbe traOwner with • ean.brr40n while, and Weil coordinate all =And Meng g Mth the baling 18,, 18. Por to tie commencement 08 any minpea0Ntles,a pmeprdl newt be mammal by the Cpnhmbr end appmwd by he Vll.4.70ty or @MIMI. Judadctbn. A4ney, and Ie Omer. AI ems not meting the preekro1 Nap be rmnedkbd as recommended by the 9o1s10eo5WnIcat Eehawr .rd loosen by the Owner. 41oy metlbb -was alma W re0eeted. 17. Prior lm011een of the meow= base maw de The entomb Mel be plepred r no crdence With Sadten 301 of the IDOT Standard Speolthen,0. h. The Cbneadar diel' ha m.p1nd44 trap mated. nonnpedlm we P-p-a0n to drain 0.14108 the prepomd wagnd& elevation. Subsea.. MEI he amended he • minimum 06Th of he marled proctordenity In aocardenee with AS115131557. c. Bub -grade WWI wee • proof -roll •nd any mutable Ems In the whpmde Weil be ..sedated Ea nowirmrded by the Sd5(Geotw5ela' Engineer end Epp.00o•4 M the Owner. 18. Prior to the lnsWlelen01.h• bider wow: e . 10 aware Woo mum del be prepared ln ane n.ow elh Sector 351 ofthe 1207 Mond= Spwlflw8ans. b. Theypmgeb W. morn M0I be den and dry. e. The bihan10.E =Ma material MI be popaed end applied .mina to Se00on 403 of he 100T8rnden Sped100(Cne. el. The Gwadar 8011 ertne he eggnogs Wee room al. rate el0.25=Iona per mom yen prier t to ptomennh. hinder come a. The lends noun aril be plea= only who he temperature in the Mende le at laeml 40• F ed the format is ler ding *morsha.s. 18. Prirb theInshteton dike sabre omni: •. The Contrwtrd011 peMe and impar all dormant and falldepe0 In re binds eouae to the aelehd0n ofthe VUhg0C5ty or applicable Judadb0or0' Agency, end re Owner. b. The Contester Mel replr0l donned curb end pater or ether penmen moment b he Mtlesctlen are MlanCly or.pp=a1 Jududletlowl Agency, red 080 Owner. . Shadow with peveman that be ed)wNd5 Anal surface glace d. Tho COnbadar shell oxen an plow m. boder cone at • ree 40.05 colons per mom yard prior la the ptaamen1081he aurtmee wuree. a The duan cow= Wall be plead only when he air %mpere . In he Mede de H lean 45.F and he foremen 1105041,4 temprMres 20. Pavement marka4hhiping: E . NIPewment seeding. al=it le In mcordena with WOW 79801 the !DOT Shunned Specifiwea .d the OUTGO, and he Ore materiel type. la an odor made= on he Plana. b. Paw=nl meddng onfreewaysWail be plead with huclemondad equipment Madder on rods Wier than freeways maybe p10d with either buck -mounted or handapera1ed eguimn.0L a. Before epp154n to pavement manna =and, the pavement We be dean, dry.ed freed Mala or.ny a0r mende rg would renew Epe adhesion of the maddnge on the pavement. d. 7.wmwl =Mg. WE1 be me= h 0ademe x110 he manubehsM recommended lahuct.ne. a. Pavement marking. MI be undmm End grew elean, gran egas. f. Pmmd1 marking,rdu and symW1%hal minim dimly le he d.norr=n.nd spacing .)paled In the MUTCD. IDOT Slanged Details, •dhe Pima g . Doviadon. tom the nqukedd5enlme and .)pain or other depw,mafmm moorage demands of professionl'em wIl be awn for rejection by the Eng.er. 21. H.ndb ppd sob MR= alp.11 end signed In =mg= with he 1drrd6 Aweenbl'y Coda (IAC), 'asst dame= any ehr.pplwhle ADA 2214 11m He8=pped Welt deg 6e • Wrnewm of When (15)feet wide an amp. Nab be Med b. peelpeemmenIy moue= In he mon or wit and =abed r to center of he spew n0 7000rdmn Iv. (6) Mt em 10e tont 01he anaaeble specs. The minim. Nightie the Mom Ore One dgn shad W fpr(4)feet. Hetllapped shad striping Mel be ylbw In color. 22. All Mgne Mal be In ammo -he. with Sargon 720 01he 1007 Sinned SpeolloEens rd M MUTCD, end be Ode =MINI type, da, and odor spelled 0n the Plana 25. Seised relative pnwment makers Beall be In madames WIM Section 70107 he 100T Glendale' Speo55e1bns rd be messed into he peverne tas required by he applicable Jurbrslon1 Agency. 24. Remnant morteg end marker reword Wei) he1.aonna nth Soden 70308 the 11307 Standen S00040tlons. 25. Al pavement. dab, oat rodpu8ers,=Ike,els. shell be e=nd le fin saR.hdbn ofthe VSIo&Clly orepplbsble h5actlon01 Agency. Owner. ed Engineer a neceuwry dna mnbuolen -N %100 ed of the prefect prim to he final .0ephace. IMOD GENERAL NOTES AR.br.,od Sponioniens 1. All connection WWI be in aaooenoe w1Mr the makable sedbne of the following, except as modified been oron the Plans: • Mod= Spete.tiens ler Reed end Bridge Cona n4lon (Latest Edition), byte Owls Department ofTTanapenleen (DOT 86) for ell imam...mode .sept Snlery 0.wer ad Warr Mar 00abucl58. • Wendnd Spwlnatl=for Water and Sewer Meln Can05uctlon in 11rel. LAM Edh1'n (S9W9) for limbo Sewer end Wet, Min oonNnrdlon. . The Meanpdt.n Mar Red4mntlpn D'eblotof Greeter Chiang. (IMAM) Watershed Mena.nant On6,•nce and Technical Outlaw Mane. . In used. mond between the enplane O0r.x= mad, me more stringent ahelhie precedence and WI control al ce00eciim. 6. Nolaoaew 1. The MNRO Lan Seem Byname Section Field Oros must he netted al =g to (2) woang days prior 1, the a mmenmwd deny work (Coll 708599.4055) 2. The Gibed Dee roam Engineering Dep.mwnr end Pude Work. Oep.51.nt mug be moredd lean 24 house prior b to 018 of =Median End pd«bead pima of work Contactor einil elete.lne Items requiring Inewotlen p5r to not of construction an each ohm ofwork 3. The C007000 8.W0 no0ya11 utlIN convenes priori beginning o010400erthdrain bona. nutlike and arhelr protoctlen Outing Mn0400tlon. C.Geneni Nara 1. NI eiewtim. Mown en plea Merano. the North American vertical Whim 081869 (NAVO99). Cm10nim frier I. ZERO 2. MWRD, the municipality end the owner Drainer nepremrtetive Mal haw the Eu5.rity tolnape., approve, end=Jeot re =nave= mp,oaenente. 3. The oo,M.40,)) WWIOnrnnHy the owner, engineer, n,04pliy, 14WR0, ed their quant, eta, from all ability Invol wd with the oen.5unm,100110008, or bang 08 Ws work on he project 4. The proposed rrprowmen, meat be censbu44d 10 ae*eneh= with th..,4ledng pone ea . pproa.d by MORD end re muni.TpOIy Mega changes on improved by MWRD, 0n nan4pa y, O reuh04014 sent The con1eu508 details. ee prawn.= on the pern mor he followed. Pepper =inaction =mime meet be followed an the Improvement. =laded an the plena. 5. The loon= on =bus underground uelH5ewhich •. Mown on the plans are krliforaen only e nd reprmn0 the beet knowledge of the engineer. Verily! melons .n Newton, primo beginning the mnabeglen operation.. 8. My winding pewmanl side=04 driveway, ate, damaged dna Mnshuaen 0preen0 End not . lid feria he emend MI W rape= at the wpm. of the ooMacor. 7. Meerblendwmpe00m sang dal be prf0nn= In E00rdenw with the =quaemeaa the munWpalty, MWRD, and owner. 9 The udegmund cenbndarin1 meleeal! nwe*2ry .)maim= to natty as 10sp.ton meaner. 9 Al .mw and along nilly ahvctnu on Mc end In Bess 0ebl,d dune oo=eetlan dell W E dju.Eed to Anuli cede prior define' rlpeoden. 10.Remn =wags M00 be leapt by re mnu.br ed mhmilbd b the Mg=r as won M.) un.,blond improvements ere completed. Roel samset to the contractor Wel be held 0001 they me rewired. A,ry chaps In bath, ballon r Element shed be down 10 red. All oyes or bends shell W Waled 5.,rr ths downstream manhole All valves, BBm, hes or ben. Marl be led =a TM hydrant CeSmllary Ewer 1. The contester W el lake measures to prevent efypdoled weer, ouch esgepan and -Oros web., them .05.809 the .442ng =Amy sewer. 2. A=ler-0gMplug she be insals4 In IMdogmMssm mew ale el the port of weer Mmmaon Martop0101000000000890050000=nemo8on. The plug Nal remain In phar.11 nmm.11e adhere= by the mu,dpel= Men WARD Ater the sewer. Wee hem meted end wetted. 9. 05beh10g any moluld water ado the miler/sewer sync,. for to pump. 01 mor flushing o f Irwin the detection bel Wel be prehb0ed without prior appmwi t= the munldplSy or MWAD. 4. NI smeltery sewer construction tug be In arradanw with the Mend= mcilications for=brand awn mean MnebuWon In IIko5 (Meg edition). 5. Allem there Ned Mahle b the metro ewer manor. 8. MI dwn0peua 80448501.11.114104,1050 Ming the storm weer system. 7. All renilery mem ma5riat and krt.(and norm .0r plpemale4El. and ring ins m0n8n= ewer me) .hill mrdorn to he following: P11NM.l.#ei Pipe SSw80e008a4rt Sowi eteea Mead Clay Pipe ASTM 0-700 ASTM C425 R010breed 0anaele Sewer Pipe ASTM C-70 ASTM 8.443 Card Iron Sell PIPs AEON A-74 ASIA 0.564 Duane lore Pre 0.1481 A21.61 ANSI A21.11 P dydnyl Chi=d= (PVC) P4. 8-bit b 1504, Dbmehr SDR 20 16 -inch to 27 -Inch D5nw1.r FAry•40 ASTM 13-0034 410101 09212 ASTM F-670 ASTM 0-0212 High Density Polyethylene (HDPE) ASTM 04350 ASTM 0.9281, F-2620 (Heat Fuaian( Water Mein Ovally PVC arch, 38 -Inch ASTM 0.3035 ASTM 09212. F477(OeMehd) ASTM 13-2141 ASTM 13-2872 or ASTM D-21130 41nch o 12amh AWWA0000 ASTM 03212 14roh =48ioh AW WA 0005 ASTM 5-3212 B. AI =Wry eawermndu0Mon (and Nom newer construction in combined ewer ems), requires Now bindle will Nara 114' lei' In eke, with Men= bedding thickness equal to 1149, mtaro diameter of the sewer pipe, but not led than four(4)Indere =more then eight (8) Iron=. MEOW! Mel be CA -11 or CA -13 and ehml be extended r =g 12 %bow the lop of the area= w104 PVC. 8. 'Bund Ben' ar erne, mnlher4wdble4ype coupling.. M1 be used In the = seam &sewer pipe. of Marne mann. 10.64ow the flood protection eb,.en (FPE • BYE 4 2 fol), ad drollery Wer menholee and More. Mel ke prodded wit bond, watertight ceeve. Sentery ld. shell be mnshudd Mr a onward Odd10 and watertight 8.5.1 with the 00ad'8ntenj wet into the 1W. 11.WMn connecting Se en casting sower mein by manna other than an misting wye, nee, or an =Ming manhole. one of Unfaltering methods Meg be ue•d: a. A drab ea ume of inner webs by Proper rola Mager -tar mashie or simile.) and poor instanter. .f hutvye addle erhub4ee eddt. b. Reno= m mita motion of pipe Oneida my the by done hit} ed mime wpb• wasor tee brand. amen. a With pre anr, way Ed er.m1yculmldeer= length of pipe ler =.,en of properOang, ming 'Band 8.el'«Miler ec pMgato hold l firmly 104ew 12.7henever a .nitryx0marned sewer prom. under.. =termed. the minimum vernal thongs Som he a of the amen la me h0rm of =wiener shad be 119 =lea. Renerinae, • m1=Wum horizon.' dM -0e d 10 feel between anha,ybombied sewers an =Pennine What! he maintain= urge: the sew. is laid Lea separate tenth, keeping a minima, 117 veNd orsentm; Orme sewer Is Ind 6, 080 same bench with re=emdn Iratd et to opposite age on Wnch of mdlekthed 00114 keeping. minimum 18 -vertical ..pentlon. 11 =We the Mime or Md8n5l Begone Worked above comet in =Mined, or the mar crimes above1. evetem•b,10• sews MM be contruned to Wormer ebd.= 13.NI existing agog mama M.II be mbandnned. Aendohd tenke 001 he AIM MM 'manner material Cr rammed. 14.NI miry mmhees, (.d Wenn manhole, In combined weer owe), Mall hove E minimum Malde diameter 0740 leh.a, and .M1 be earl In Moe or prawn minion= ancnte. 16.AJI sentry menh0b1(ed nam mann= In ambled oder eros). mel have Protest 1145ber bat' that conform in ASTM C-5.23 for e0 pipe ame0mw. Precut emotions chid conWrd of meddled groove torque and =bra gator type pre. 10.41 Menden d a.Nlry seers shell be plugged at bah ...dentin lot 2 feet Ing 00, 015,11 cenemld Of =ar plug. 17.Exceptfor 5u5M.Wbo4h rid= proved to pmrd Midas, orper7reted pipes Emanated with Munn ootid faele. dein Penn= I1wNndsnninarpedorned nee. are not demi to le 0onnold to arthut0ry barabin wmrs, mlem rows, maim exam ,Wteryb combined .rw.m in combated ower amen Construe -6m d now Nodes nth.* type le pohbte4; E nd d wining dein Wee end prfonted plod en0anntemd whlhb the project wee Widths plugged or removed, end WWI not be mn*0d to combined sewers. an88ry order., r Wm swam Mbraryto combined severs. 10.A =Wow pementer is required thrall dolmen baalns Merry b am2k0d ween Requind boort = prevrden M8 be impacted end exercised ennwgy by Me properly owner re engem amp= operated, and any neeemrymdntenme. dull ha performed to snow 7.nadowr y. In to event 08a seweresdwpe Inose opendebntbn bash 'burry ac0m1lned men the pwnnieo Well enure fat Nan up and 0080 out ef imam hike. pm within 40 house 08 he nom event. E,Sma, end Sediment Control 1. The mnbr06r'hNl=MI the eroelm and sediment mac dealwsa. whom on ties .5010100 erosion ed sediment canal pm. 2. Ember and rdlmrd mnhd motion atel W functioned pit, a hydmbgb d1.ar6nw rime she. e. AJ design criteria, .8eda.ten., and ingerlbn oferosion end =Went control preen=s shell b. in..ordarm with the !Mole linen Manuel. 4. Aoopy of We approved a=eon and eedrtent control pin Wal W 0Ndeiw0 an he eta Mall Mow 5 beton/ono and dmmsnleen shall bedeformed, Na0105 00: d . Upon completion of 6,pbl mg= and sediment control measures, Prior Many w0 04.1051 ,.,. b. Once awry seven (7) 0Ohderdeys end within 24 hours of the end of Nom rant eith one= than 0.5 Inch of rainall arkind equlwbnt p,04a0Pn. 0. Sall disturbs= Bel he =elm= In such ammnerasto minimise erosion. If arming, Dearing, grading, «bndsosdn9 en to be done b Phem the mpennnlee dot pro inappropriate a! 0dun and .dlm,nl ental emna 7. A=WM mat dowodWine mo nna the standards of dm 11104. U,Wn 12.unal WWI he Inaba= -.deny point 004 .00. 0111 be mitring or raving a .ameetlem eM. 9e4m.nter aril inching an lmpnewd pub& rghta¢Way, Met. alley or parking vee MMI be moved by seeping orMel =eninga.accumubene=rant ed brapred bra gonadial aedImenl Wipe= am. 3. Cone= washout 5d10ee ehel W mnebu0d 10 s0mdanw wilt lit 111nde Urban Manuel and shell W idblbd prim to myon elle mnetueln =Mire Invoking commie. B. Temporary amnion WWlb.construe.= as memory to d5d al reaffirm, hydra:n=11y dbNmed drew le an 0ppmprbb =Mena Imp orbear. WM. cord= hda9.5 del not be uad • s temporary nedlment bash. 10.01100.d Wrens of the Nt. where 0neirec ion alevi0es haw bmpeely or permanently rased O wl W =NIP= with bmpomryor parrement mummer/thin own (7)days. 11 cad protection armsr,d whim. mad 10ltlea Mil. 0t 001,4001, be mho= w1t• double= dal. how (or •qui abet). 12.Vdune conic! roll= WWI eet Pe construe= 0,01 a1 of the contributing ddn.ge era ha. ben .bbl=ed. 13.801 stockpiles WM es. minimum, be probated with per5n.hr aedlmenl contrab. Boll.00.5410, MNI nod be paged In Head p0ra0n erase or Par buffers. 14.Ereen emenkment aide slops& she!l be ambition with appearing control blanket 15.856, severe Osten. or will Me00mdng during 0004410700.5.11 be prehchd by sppmprtsb •0limen 0011001 mwdm. 15.1110 (*asair OM either comae. replsw .ny w5eg dein Om end I,00rpe1r mem We the drainage plan for 00 development Don Ides cannot be rbuhry to E .8110470100.15104 ewer. 17.1fidnv01rin0 servos ere geed. MOWN propene. end =barge =Wens MI be mho= imm er=10n end sedln•ne6pn. Downed.%) ayatems 0h0uld be 10q,44d daily diving .pe,Moral pends The 1210 inspector meat be preaenl at the Mlm,enw=nt ofdmwtring setiN1as. 16. The 0006.44..hsi1 be reap.ndhle for tench = Me nP ed excavation ler the ahah105md unitary mew Mann mem, wader m5,. es well n their dram and athr.pp0000.neea My bench d.w.e1ng, whbh hmb10a sediment sell pe. through • adlwM settling pond orsolely d b.0ve sediment ventral4.04. Atemt10. may Crud. d.w•hdn610h• mop4tt Merino es Meting manned updvpe ms, S=lent leder =bra Well net be 11 0M,= =w elmveys, flood proet.h ems oche ramose= easier Widen, 10.Al permarenteroaon control imam shell le10M1.ledwMMn gown (7) days following the completion 08 =I dle05100 aledea 20.M .).glen and ailment coned mem=W Wel be mein er= End mpald w need= on • menu= bads during conduction int Dry pelbda ofeon*e00.. Welded mt. moment .obi nen !e echbved. 21.N1 temporary.mdse and .d10wnt 00,4,05 mews shall be removed wt4n thirty (S0) days NW pemnenl sib ebalal1n. 22.The tauten end .dmnl control manures Worm on he pons are the m10 rens requir menti. ',Wi1mal mom.= mry be required, as Wren= by the engineer, db 1nepe.tr, or IMOD. 5011 EROSION AND S1121MENTAT1ON CONTROL GENPliAL NOTES- WSCELLANEOUS 1. AI w1 e1Non end wamenbdfan control (BERCI mom= .hal W x011= end properly medlar= n.00014erae wdh to 11bnb Enr:pim-4nl Probstlm Agency% OEM 111nals Utah Mm1a1, Mete e dition and Mnols P10cadnma end Sander= for UAan sol 0ONon and S01110. dNbn Cant,o7, latest edition, .d Well be flaw= es dimpled by Mia V11.9 4 14y and Engineer. In eddmon, on sibs that wd1 u0mley result 51 the dinaWnw of one (1) more Or mons t0 =Wit. oar= in the Darerw1 NM= Pnutnt Di.Merge Elimination System (NPDES) General Pend Na 111110, hast edb01..hell 0bo o slowed. 2. Mir teammenwm.M08conduction, en.0a that dl WOMEN..it In 00 dle.Mnee 01 one (1) o ro r mom, the Canbaoror WW1 be re•pon We for 0ble1010g • mpy of be no1M 01 coverage IOM. end the IEPA Nnlhn. Pollutant 01a0a,e Elminelbn System (NPDES) Gsaral Point LRI0 from the Caner. The Owner together Wong nth hs CnW44r rdpr Nor metes 8 w de008,bd by the Ower. entl be roopehobb ler encoring that al he 1050!,10.0. ef the Ganeni Pe.O end the 81om Water Pdkr500 Prevention Plan (SWPPP) including but not Imihn to 10.6,8¢4.1,8, 0.lnbnenee u =II an the 'natal= of any .ddmmal =se= newenry that maybe rode= and hhrpeo50n, ,1 1M a=Nat rod aedmenl On5o1 mesu=a 10 we1 se completing al el the nmaswry apple.hb 0457089,7. ropwr. loge, ale. inspections me aquled to be wm,med el least cm •0 1y men (7) wonder days Ed W hr 24 holm of the end of . Winn event of 0.5 Mae of Nn (r equ0SM model) or Feeler, The SWPPP and d the nwtuh.4 pep -seri Melt be kept matt ed be monk= and eddy ler =wing, 3. N! roam corded mmolm re b be Misled prig b any demolti0,, earth =van MAW. or other d bbman0e. a 8dl E=ebn Coning reassures WW1 include re pn7vfalon of an =Non meted tem d mein d tab ths area of distal:1m , a =Mined constant:n mance, .nd d41men1 boa Or char add mars method et..de in., monde Wain. 5. Centeno a win= a brewery MEM= 0onbuc4en enbarm es W111 as raid a1 prinebr .110 lee= peer to t0 shed Eny=Mg or 504104 sande.. 6. Temponby gave .1Ml.d c804.90. ..5401, tap he mabedmd, 040.s.d. ann., ,Moored ea nma5e*ry to prevent mud End other debrle am being 50dred ant =jewel pubic 80.dweya. My mud ar ether =brie thin a Waked odor a puAlo mad she!l be properly removed as man ea gem bel. bol before he end dash working day. 7. After 91a alert 01 mad gala end hehe el nom wale. cowed= 1,810 mens ala fn phew rod 5pynal. all melte nom =lama ke tmporaey doral into the detention tern orproperly ran.tud.d tempomy sdm.nb9., 6wabh or 00100000 device, as par lad requ5emnle, m es to prevent mhos =bra them towing onto aewam property. B. Drawl= areas WW1 be .bbntd by meg within maven (7) Mende 4m ef the mmpleen er debrbenme. If mne6uelbn Minty 08 a =Ion of the site la to resume Men Caron (14) whiner d ays of the end el the lest dlemmance, ran Wlruldmn measures eh ad hare b he 'Mined on 8= portion 08 he alb by IMM any alter the oompbticn of amid 81,1ur,enoe. Areas whh lops 3H:1V or Ginner .1=1 be nubile= dm.mebn oonbd denial or=t4 =diem to menet. t. The Cone.= shell amide deqos *mho rod apr05tun diving the p=Jed construction paled for bermendm 00nahndem methane proms erose cleanup pm.duna women to peevem water pollution 0M control =don. 10. No sediment or debris ehr be okra= to err= the edew9=ern sewer matem or few 074.la, 11. N 4mpoary and permanent seen Ed ..dimntOon canal m100105 sh00 W ,inoted, =PNr.d mdfor 04.0.11 M newrry b oma =eel= perb00.new. M required, • dedgwled erosion rmtd 10.0.441 shell baste •1 menu= =my men (7) 00rdr dqe, or Min tmly4ur (24) hound • 0,54noh min event r equlweM mortal, -n report Mare tens en in non-condenca.OM04.0, the Contract, Null be m•pm."N10 for me Inman as well ea m.eerume of 11 =num rd .ha11 be ohf.01 to the tonna 08 Foram( 9Mb, end 10001 requirement. 12. All =perm =non end sedimentation =retro! moms •e to moth In place and be bnleoning ern End st diem. Mar foal W rl..tion, the Cana otvr In to remove and properly dine= dal e=.tae end .esmmben memos. afmrdie t Jurbd0ewl Age= muhe e0te 0114111 oily (90) Wye. A2 diebeh 4 arm or tapped salmon that 0050,005.0s torn do mamma shell be permanently eto610ed. 11. Toped atd1O6s Well not he keeled 6, Wad pone fees or buten noecin0wetlnd0 or =Ms 01 the United Sttee or Canty. SOokplies MI be proteobd Mm.mdon by install.. Mt km around be pen= 07 re IeM45.),). Shekel= shag he mind wen even (7) nsleder days of mmpMon. 14. N 8avaterfng oral= am wad, .4cln6,0 propertlee and 11=6.4110 locations Wei be Maned torn greaten. Dbch.4= dial W land hough en efboh0 seaman cordo) mora (lee., sediment Tap, udmenI Oesr, or other epprapd0le measure). W. AS stem .)swan, daln.p sed.aw Wog Weber amps andbr rebneddebnlmfeed1meatlon Mrs provided within thin pop= ere In be elm= at Mie end .7 conmuacn rod order a teal e mplanes. Owning may tin be rewind during me wow 010.01111.04 611 i. d.1nnlned Est ra Mo4e ea net property functioning ed that performance a kindred. 16 Blom =tr conveyance melee, c anwb, Moms or trailer, N dinerh 4. ere to be =Wind Winn 48 hours=sr the end 07.dm. dWu=once. 17. Edema owl= shell be Wan by r. Gona.bx to prevent ene0an ed .1Mon during omietu05en. The Congener WWI =pen =IT hates end dean out f necemry. The mltred0r'h.11 um N1/eroalon con= fence slaked In pow to prevent .11.lbn of ell drainage Mogen. 19 The C0nbw00rN01=arta elle,.= nomad during dry wearer b= MI dud 10. Erwlm Con1ol Me10tewnce and R.pl=m.nt Nob. O , sin fences emtobe clewed as ,= thethe Dowseofand Operfofndthe pro ori dnmp Pr•Aet 9a Engineer .b not frmem .d mer performance :ed. 0 104 00188 ng P 5 SdrmeM Wpm end Ware .)hath W Inapeced Imre=boy eller each mind and at least roily duvet. prolonged=IM1. Any rewind rewire shall be made imrn=5by. a Should to 1.bb dawmpoeed or home Ineffective prior to toad 01 6ea mpaned lie and to barrier etll be necessary, to =1190.1100 he rodeo= promptly. 8. Badmen' demons Would W removed atm emd, .bon event They mon he rrnov= when deposes leech .pp,adm0My blithe height of Me bnbr, E . M= ordust wild, 1 depealbtl en edpwnl mama Wel W =wad at the end of =oh day. ill. The sedition and melon atonal nmusree 1811kned on the plan. ere Dee =nenum regrdmmene. Meliani me*dm may he required, as Waded by the Engineer or Ju,dt8o0.1 AO,n0y. 21. The Conte 01 Mt mane ,. 0.1Ml4 ler mintenmw 08 e11 .011 mem .d .edmnte1en Ponta! medium 110409 0511 dor 0080401... Harm., the Conte= deg not tre4r thaw fmpnvemento ler 0e m07000 of maroon. until they how 0OmplNed with the .em End end they how remind bat 8 spordon and approval tom he 2.tdoibal Agency or Magna= neaten o nto) impeder end • Notice oTemina00 has been CM (NOT). 22 he work ddpwalyfolw the folloWg typical ConMuoen Sequencing: a retaliation of lien ,o1 erosion and =In= Mohd (9E100) mome.s: 1. Selective 0.801008,=owl for slit for= relate= 2.810 fence= WM= 3. Conee0lon knead around.ansa net b be d4Murbed a Magi= coneiregitlen Mem b. Ins= Soo pr0bden fencing end teens = wham smeary(neer 8 grub) a Cmauai Minnie! tapping 8.041,.)neh en WM. da d. CmaumM Mallon WO= and outletamn1el Meuse with manger. e. Strip andsleckpd10 toped end men lade the0b 7. Tempmd4 *WIN emelt .1001p0E. (...4 ed nit fence mondto. of dope) 0. halal ant,y sewer, glom sown, Memel,andemobted inlet 6 outlet mine= h. P.nran.8y MOM dennlen Imre with awe and woolen amaze lamed L Temporarily =hike al drew Including tete that hews needed temporary grade I. 8.1 and eye, perking snug, go. 71 k area End permanently whila •5 oe.r.8 nth h topsoiseedil and seed 5 I. n=etruc nem -al 5.d. Innen= be m. PmmrOntly =bilge alb with bpedl and men n. Remove a1 tenipeary SE/SC mesons eller the ale b =bH.d 0461 mention 1 1 f { 1 S a cmr imW - i .11 giCC wm�Y _ 8 e IgA Z 5 0a~ OZ ZV g u O9 W ~ o ZN ZED Zd t9Z - .4 J W 1- N Pealed Monogr: JDT E,'rer: PAC Def= 01/72/2016 ' Projscl Na 14.168 Ser C2.1C9 I � G Page 6 of 121 -<r�T LUNN. N92.1304 E, 1104457.3076 _ RIn 639.26 I I MN /. - VO.N6.„•4 .i F•63979 pm, / FG 6E. 39 29 Hydra. .e ...an 1 �'v .ftp 'E n #ep R. 63601 GG.639.56 Run 639.,5 FF=63 B.w m 8.2341 FF=63,410 v 6•vW 403 sEl Ss FF.6.16 d9 /� J/ 1 .,. :640.68 J %' g . �F,� Br:[4 #[/P <) �L< / t J FF.6L6.14 •9v 49 °da,< �6 �:nj Qi. Ex VolvoBex Rio 63 v 6 , °j SCI 6rkF -..v [ Iu:en •'TO P$ 3'6 P <['3 [>'J J D. •ua P.....r1 ~7 1 3d 6711412rb' '46) B '6 I1 / 6 [ 3 d 3D :,� Ii State ROW Lln! I•ni Walk e: xrtrant 63p J J� - I Jt _ Lv� oDBs P. 1 e •t►��.L 61T1p1 -- _ b• .' FG 639.65 !� (v, r � 3 HiM -' a �i till:-Y �1a�� NORTH e )r P)p p .... . •a ve ex .- 9� 6P iOa4 P,3> fOge <4)a a °.It§".� e•/a ..$ S,...1 Wa1Fay, 'Je Walk 6,fla: • Rln 699.96 adl6 ° p .6R ]j O ->S 6 -� .03 _,�Ir�itti'iYYiifi� _- .. )' - ) '' ➢a< << fie. _ Wa L 3d °°d 1� i::T•. �II�,� I� l-B r _ APrnn ` Tim v9 e b CenS. C on[ Welk o 4 Mato ROW LAM a��lY .:, .,':�1r�J„i� i.�:�T at-. .r.arsa.r .,I!®R�'a R [ <'naw sn ! �..r�..r•�[ai b ti Sid. l'. 20 # 7iiikd W� ", 'r W w ��jjj{{F - •.• a 7' -W w --•-.-,.... F� _......9Fe W .. .. Ex slmyT�R1 Ri:n 638.31 P '';P ':a -:' r "- pM 638.51 t. !� Ins 633.2618•R[P SWI '•.� Vol.VI • �.:6a I 6j IP I EF 64 MH R. 64645 r ° �� ` - .. x. 'gel �•, /A1 4031 Viab• le u 9.11 �rM1� NIO16 Pi➢ed6' d' N B1 -"'- Rim 697 NN $ P E. CEP New Wafn'm5 a`) ......."' - � Ex Rim b v.6o � -� RImE6 eHNa'b Gr697.5P °Car Perxea dlr6 .:,. 'F3e Gr 531,85 ')P N"5dg lx Sfm 76'''''•.6 Rn 630 is 'S< �i6�4 dad a3 • +° :w 6311P [X" RIP NE.E Inv 639 301X" RCP NO I Inv 635.3318- RCP ND Wl 632 to [te" RCP swI ::v 633 06 R6' RCP 531 6338111B` RCP mr 63565 19- RCP NE my 635.10 e" RCP 58) /A 1671 uef v:ubl. u ... " X - 0<p a03r -de 40 vaa eP •J<) ..---"----.9F BO nous P.m.�� b • >' . ',,a a ..,... .+"• Ea 3. E. CB r 5 9 1 - ° E. sa:1 r:n E. Inla Rln 63933 Ex CB Gr 639s1 Ex 663 MH Assumed Electra. Line Based on Recent E. S.. In1°n 6 Sf M1ROW LAre... ' Gr 630,43 Inv 635.1110" RCP NI nv 63696 a' RCP SWI Run 63196 Fr 632.6 18" VIP NE.SWI Inv 635.5511" RCP WI 634.15 C RCP SEI Run 636.65 Field 0bserva lion of JUL10 Paint Marks Inv 690.50 Ile" Ran NE,5.1 Slate Ino .- Inv 636 5618" RCP NEI NIA 1.:' Not Vn6la - Ex Sin 6. Nm 69761 m ;awl nat vn.a4t Below upf r ury . ---- Bolo }ar In Slru[I b - i .-F - 7F: mr 63.26918"NCP5) %/ C r J .0 NIA luWl xefv by b _ rim _ yq.. E�7'F 6q' _ _ �! �� 6 ry + ^-/1 E E E -{ I ...."....... - 0x97 s Cone wal4 406 ear , E - - \1l `�1 a-5.sa� N30a43'02'E SS7. 'W fa 4.170.7. .. Al [Prn1r %,.>a A ... At Earner Pad PK Nal Pante Corner h - u ,9J� r -6s • '3d)a M.. S.D. .6640 ' e * _„Da.I - YY .r -- Elder Carmr I5 hapo'[ a - •� It PY �•. -) r *Q y/I'�q NSign. •� Hydra x r. Conn. a ,Ion • / FF.6395i ... I t.00si LIME E'°' , e Ex 03 .' Gr • 60' _ N_. la1 -iB !� 1310......., _ i- •° a^ II 1- ttiFFF Bldg, Carnet la 0.21ws a99W '' a .r < 1 638. v6 ' 'Q# n. 4 x f6" RCP NEI 3" Raa}ricfpr gyp �e o --, - 611.5.6. Pav CYeranf� em.el l / tB ! 9 V6� 1.36x' if ., e< ARCEL 8 ` 1 Ore *4� $ `).°. #4., Lk #3or 4 01 )- - 3e ,, 1 x'147 EA CB I B ,[ Gr 636.21 irk _ .„., 1,IRI-ll 3y �/. r FF•639.46 Ef9r Brick L L!ti[[a *3h i 0 °j'16� ��Oa �``1 �a 0 `,; '� - - • , ' r ,R4S _ Bry 635. 6 VCP SEI I )) ea ,ped> '° #3) .3 `v m,et, '- ! I � rFr�' Ex,n13 Inr eae 836 BNSk L1 SYury „ PARCEL 36 6"GIP SWI t9 nP-RCP seI IA [ ° . # a336� 1 • n ,+- •I 3'O Or' Cmc. Walk's '3a . 3p [one Walk 4') "�� +j�r 1 f) ExStm H PARCEL 7 P R. 6363- „ #,) 'R I• LOT , g�-G _a. Pli .4 ! r6[B.idg. imna m 634 Al e^ RCP SWI,SEI I 4 e } 3 ' FF=639.61 FF•63560 `1 °'' ... 1 : ,,, 33..p d LOT, -. 1 LOT 11 LOT 10 12 f LOT 9 FF•631.56 „ dr !'ix PA' C L I. �' "+?. • ' e =g Overhan0 6 3 i xRl j j am-. 19 .#d 0 :,,.. 4043 S 04 6[P. ° Bl. a FFr63655 g �'M:d ',, :. '-, ZitCone n . S9 •v•[6 )pl .. I' � S3 Com WalJ• 646•59.Sfe PARCEL 7A 16ricx - i11 Ccn Ara AI'a mE. [ P inie Ex San ON lGnaaa 0,.ol I{ 1s4aR3... .6 ,per 3 I`•dp - < 137 °6 R. 636, 1 Ri.N/R 6l lo.7/11 II a O E. Ran NH Bin 838.28 a QJa !' FF-838.51 , ,y W) -4 <, : J) '[D ) 5v 633.6 633.40 00• RCP 63/401 110" RCP WI t X16.36 7 'rpi i e[ 52 s i - I Inv 6343.2 (6 rU61 63524 C6" or SWI R. War I Ea CR - r 6 ] '�) -°D g33� 4 d3 ,p' } b d+ 'f - J d LOT 2 Ea CB - Gr e63]A6 E h .l • RE.. 3863 Inv 633-251 'RCP NWI I I1,y Chain Link L [. San MH nv 36.39 16. 03 NW) Rim 637 03 S '� [ons w•II .4 3 Inv ' 3.6216^VCPNW,SE,' 1 c05(6-PIP NEI 633951'" RCP SE) 6. R.Ir.I597 Him 53915 _ f ii �, I' Frnce 1 � ^ m - /� J d> �"D)a6 4- RIP 634.2]110'R[P 6W1 1 63!.90 SWI Inv 63300 W. VCPNWI 2 Pip. x e b S� Trans 5.5 Ff 63980 [•ne Patl61 ,GEM'S Co-5 F 639.76 Stoop LP. _• I 40/3 I Inv WM. To Op 1 : .T nele.etl Enlr.nte 6334316 S71 E Ff.639 LE Steep 'e,3� 4. 'x666 Br31.31!•F7.5. 11 I, J / .4 �1� I , - 1 1366 ,` J :�A -:. .� ` !P { T IT.I - y Bldg. YI-, 1yYy B .'°6 - D� -..3< - ,-"b -' - 4 ' 1 3 �+ (/� f i/' ) : y� Z h 0.i. iR IS'W _ `� 1 �-TE 1>�'Flil/EGI 1 !J f0' Utility-.-,. EasrRvenf - �Y �s-� _ '---4VNW- -''' M1 ... 4 ed6-' ti`3)s - sg) : C °L,w I 'r •e, INIF'�,' rw3we r�11 '� ' Bldg. Curler e w ^ . )P " 30 Co.. F..3913 ..3:a' S 3 -?` 4. 05W W e • J Ze i 60. i ' M 6� 1� Ar,,., # : g P6. am 3 >6 - n eine A , y.. 'a r ' r. '. �: .� .. �9 1 - ., I b'o �:'4 710 Utility Y - "°d>e - $' �'� �> BI nar La 8 !114 ° I °> I I�\' 1)6> P3. #•r)e +0);di �3'e. %{t). i°3p.r �''3a [6068.0!x\ #-De • c 0.137 0.76'409!>> 66R ' I „i,.'I C6 I. scoria �� a O //1 % J rl+! 'a Pe G ;: EmmSa 4 eN Bar 9a Com ' I �� iiII_-• Ex e.li3 mH6f �BiAi� 9 .3,, II p Iw 1 +1 _ - O I GF.636� /`\ )`.af) _ ,�' �. `.I �Tv.. \\{ \ �� Carrier : p 6 nr 63 8916^ Y[P NE,SW] 1 - •' 'i"'. I ,� § •_ ,� eY # 6.46'5 . ° rprsn 'i4[ }@$1 �Y �� erg ` F.631.10 I 6l l $ f° # j # 4 ►rae�� ^ v 'Ns) T ID ))d ,, C d b3 1 NW..., %•� i' i' . :,, 2 )r> ser B> da yl 34. s� dee[ 3468 C... Aprt ►. \• �'' _ i. rrr ef'a - b 6t 9$ 3 a ' � 9� I. ,.;. I I " p .^ E: IebDe `y� � i. 3e i Fence - a Z �'• ealo• ' - '4� LOT 2 �' r ''39 os *4..., Gr 632 3a # %3d 34<p 'bi0< Inv >9 °' < 2797 Catnerh 0.709'1; (067 ',.� ,1 , a a • �_ .0 200 �K Nail 4,3924 71.1.27.2 9 , °s '.'f9' >0 b - #3j>r 3>< ga> •- # I �6 gJ> Sr 613>S) Ex CB #d F ?� g b 6 a PARCEL 6 692.24 I R Brtumipua P man! "16-# gD 6.D) PARCEL 2 > PARCEL 3 Gr 63466 #.. _ 1 4> C - PK Naif E. 1104894.0322 SarW[. /w RarWUIM.! �OP°rf3 5y a �, "" _¢88 11 e o 638.77 <e LOT � 63' n ' r ill• PARCEL 4 \ nu 30861 RCP NE,aF,SM' 8 p El-v.: -3a.aa i ■ ■ C . 147 6d' 33 1 1 �u:. �� 6• a I I .111 ! r�6 PARCEL. 5� �� .�' fa'U1Rary[ emenF, N; - �> - , 1 a_.. •. 4> �z j•I� (,.6 la Corner r, asw $ '1► ear LO CI ^■� V '� )err B ?P) * # R8� r i.��7 - # • 6 ��a 0 r : O 1 1CI - lSi:. 5.3.7 en ED % �BncFSi Prwa �6 QIs 0 IEF ON di 5. l • a -ai-., J 011 r Wv .. Gr 63566 •,116"RCP 13) • a tt a- RCP. Nemo nr NE Pip Hn Reaf.6f or O I ,. �� _'� Bldg. orRer -srs IN f' er69.cprRar' 0)2 0 I .Iv6rxang O = 3 8 ., 74-',.,,, 1%''''< 3j 1 '°' Oth 111111 I m #df e< 'VC ead 1 LOT 13 '. LOT 14 LOT 15 I LOT 16 - <6)f' I tsr463 #•3e0J it 4« F\yam 4 `� i0d? 0.23W - '07. 24., !411 -- -�-- S� E. CO - 6r 6635.51 MM11I #3 2 'k.' # e ffi #36 F. CB #da3 #3) I 3" :,a0l {1{ 1 'll �'" + nv 632 L7110- RCP SWI Reslriclor .� Ml IIII`51 I} 1in 3162 1P- RCP NE 629.8316" RCP SE[ 19,46 b•pCb MWl 6"' f e% Alps," 6r .} n A-' '. v 1� 3 ,,,, r I- 6r f E in. 633,3,4 Ito" RCP SWI Thnber Wan h a _ L I Bilumn. • Parammf ri r a �Pa aty An Or Ble A 9' e O" a 3] • Ju.Ir 4 , I 1 4 17, 10ipa1�1 1 Fa 0. � ` �A. ' F °j6........- 3 g 11,..a,„, 1 °P 6' EXISTING CONDITIONS PLAN LEXINGTON POINTE SITE IMPROVEMENT PLAT DES RNNES, R '">da.� '7 .a a.., - .7 1 s- _ ..: = -• � - - - �t� �� 3e'° O Fntl 6'997 MP.] in- I4' �' �I .ter '',T° IlM+%�" ��e.,-a'� ' irm �... K2 < i�R��R�LT�O�tiwd� ��9 �o i■il<[iW O s p.SZM1r P • 1 431 Con[ alk d } °3e •3., W > 405 R►' .� ,. MIVC A r• •. 4 ,tib. Tinker 31,y d ...... WNF '0 er e6 3 Con[ W N\ - _ - Ar - b $o <[ 1? fr -rasp l ,,.. )[ aY F x �-y�re6�. 33 [ nc Pen f C.....PP. n 'd aT,,. � ..._....-. 9 5 ' D<,, =3R "�� `v"' _ _ ii` ' e' - � 'jl °DA Fmd Ero h . :'6 w _ W W •. • W '• '.. M w W W w w 3r W w w w w w , 63503 Y•I Wulf "' �y ere E..Nve VONT .Hr6ranf .N9f W W I.6eSi 2116E ^ i • .'. -Fn 634 •�_ P Inv t0 R• in R 6 464 FE 63616 F 1 ' •- 4031 ' °3a '3<,J)L °NW/ -"" ,.-, E aull rA ss�� 3< e- ..110 REP SEI 631.35 le" RCP UP 629.57 16v NW.SW.wE1-. 6� dap. _�BI 0361 J,.._ YY�YY 6�iF�• .1 6� l�i=\��a=S1• 8C7�i'1�G_f/1' - -"4654 +kyr . •- y.. _ �rr_i.r_-- �Blyi! c..lv� r v. ••r.:r.' a-,_• 0 A0r5n Iraliginallg it a'b Con[ W.I. - •A.9 '>e •3. 3>. 9 - '6g A°b 1 ° � i -da 9 "Ser Z6 r t< 13< 6D[ 6J<[ -as )<.<0 4S<. Can Wolk 1 ( ride 03.i<< (ons, WgI6 .. b NRr '34 ..- >[ •31" y Cons. Wall! [ 3< 3a 3 .,a> I .aCRP an. cape y a, " E. II 4 ® .fli_ .. ere 367 .'p .a b 61' a •mens �- Per .6P .. , 3µ....., 0. 663 �f� SW1 '• Inv "lZ1j�j;'YCP NE. 4M¢ 3 ..E3 G) �.3 0` 3 _ v o` 107 W961:1 SW o' R. EN CBEx 636 e5 g"...... ."...'... .J --E•6-6.143311.--• $ `-el " r m a Engineer: PAC Engineer: K6. Inr 621,24 H8 RCP 11 .fiW kmr 630-11110" ACP wl . " g +e 63000110- REP SWI ->s / ''6e! bat' 3. 6 / M1-` < �; 6,,b. a IMm 63 9 . in.4110118" 62013 H6'': _ )6 g< r3. �} WI Er CB .P 1 Gr 63 .L9 ' _ 13 35 CR a6 >i, h g -3< 3[' S (71f1a 01i74/4168 r6ject 406. 11.168 656 (10" RCP 531 �•' 3 i < #AT4• #•3d Inv 633x6110 PCP NW Ex 6173•4 da NIA 1 SMI NO 74151. $IMef C3.0 , 1 6 27-' i 4lCliffi1e iT14: Page 7 of 121 Page 8 of 121 , ff•639.i9 PI•nlar / Elan ROW Demolition Qnnnliliea I ! F" NYaranf varn�n° / P Ora .37tH 680 LF CIIM Removal 650 SF Conpl.te Apron Removal FF.a36-Ss / 22•63(1 0 FP.63A1B f -a F a1v6 / r Pan* ea /� alk Handed 996°s �f far n i P•vra 3,960 SF Concrete Sidewalk Removal - Bit^mimua P•vn.nr �_ ' A. I FF MD 36 I PariMilF Y sNte RDW Line .,egg 8F Grind Reaming. US 12 Lee SL i F Xydrrn3 I L II �.� �T�1--' -- _ Irl Li p u u . 980 SF Pavement Removal F 6 9.64 Com Porch = 1�wI■Iww�I I IS I � N UN Mn 639.96•• Conc. WY6 Com Walk '--- - ._ tmm Wal0. • - • c.,r Frn `%" . F .. rn r,bas] a ,�,3. Canc. Walk [-:1+•-r SW! ROW Line • w w w 'd- 15 seer-: r PE/ -w w W W w w w w w w [x San MX °• 3,•n °W m E. sNN Ron 65 NW al632 E. ca Sr 637.40 • [x can r w Renown Curb as Headed for WM Commotion °• 6l• Mw Critical Crooning Ana, Pothole Existing Comafn.d Sever Pips Sim Uncut for Pavam■nt Remove! Remove 31v SC RU R•„ 33.06 Inv 631.89 5-REPNCSWI 1° -RCP Inv 632.810W RCP NE} - • 633 W PP RCP SWI 637.81 [1a• RCP aWi _ _. m 635 33 a sty en mx 6396E 16- RCP HE/ In636 ID Or RCP 5.21 &Elevation Pdor w Aug.rino A Notify 81411.•r edam Diaonpano1. 50 Contained T!P •±852.5 v N/A [ S[I Hof ViYOI• arce. [q Pavement for MI Connection J a! '0u - .-- --. _ ,_-_._ Nainbinlp St. Entrance as EA E• C° a 3 Exp Ex Inlet Glial & Reswilam Ea [aEx Ban NH Assumed Elec frit r] el - sr! on Recent Grind & Resurface Pavement Stele RDW LN! Gr 636.43 N•cbd for Sales Trailer Ames. Inv 635„, RCP let Inv 635.va - ere sun ,. _ ' In 632006 Rin 637.63 Inv 632,05 1,- VCP NESWI Panum t Inv 636.5516• RCP NES Rin e3e.v5 Fnitl OG ton Inv 634.95 IP RCP 0E1 Inv 630.50 Ile• REF -142,5M Paint MdrAp Slit! ROW Lin! _ r: y ■ Salon WaYY m SEA/tura /r Mme90 & Italica Curb 6 < per Sae Ppm Rambla 6 htM.ai Remove • . . Walk Light Pole LightMallFoe Protest Light Pole . _�:.�:Y3,_{_ _. Y_ .../............../ i.V _'-v�.9v-v_._._�. {_ _ 1.._._.- - _ _v_: iv�me•�zuYurrr.ryu�9lr:�aa�ir.lui_�_�f�\�vs_tr.,•_ Y- - .,.�.3,, {.G.'�!• -•••iii� E "'[ + S_vf6{=T 11.--•:-:_ :a._�.- ---` E v..: �.3vy�:.r3,..v.r\a......�-..-.-.-i.....-..._�\-....;..s.1111.i.1.11,,c..,V......a.r.•• ....�..,,f ..'.v'''../+ • 44 v:.-Y,.�,iy•{..!!.{.V3A...'{1iM..{...,•. ••��OOi1%,�.4.�avi�O.0�O*!�?44!AN* �A.•�!,W!!!'.!t••!!•!��Y�i��a?!!!!3,!!!!!Y?!!!�24,V. O�0Di�•+�i!!!?..�►.16..�!....ii? 2..4%4iIC.4i2!!• C..?.!��iiii.! AA..-aa►.ye.,��?��!...C.C..Yi?�i..i..•44?i!�?•i!iA!..-i-i-i-•-i••-i......k•1_ -ioir_i �i _ • 016nl � Aa. € 0 , /.. Ramey. Conant■ Apron Removal Can Line Iltihgr Companlre /- e � B1tlp Overhang l rf 1�+- .. - ` 1 I L-- T 0..,;',.. ..• MIN' I!_� t, Ir' "i Hydrant ,...n. cunnnrlon Maintain &ProneE Sign 37•.63733, + ) `.J Maintain Lon 0n Entanorr x37 v s3 97 r3,' RCP x0! 3• RAMrater . �mla/drmCoordlnsbvrlUl Ian ` Lan romping 0. Nood.d for Construction V.hielo Aroma Dunne Co...nu dean ■li n ant �� . •st# , sr6rY / Ramose 'VIZ' 4 �.44 / O • . . .. - f :1Z / Ex T -• 2. Ifs'•4 I • + FF.633.66 MP ‘11. Tame / c U 2 /'� Inv 6356216 VL P SEI p -. 47- .. •.•.� OrvcN SSe�Sv ER�"na.17 l Pq - ! . _ ��•�• 1..1. In•6362616 DP SWI 63.313 110 PIP SEI �� 2 6 I ►♦ ♦ ♦ ♦ *.4. * il. `*.....�+. ♦.. ♦. ♦ ♦♦.+�trC.1�,�►• *.'.r...11o �. •off ��1 Ex . 63 NN / e JiI er 5 ��t�w i.4Is �i��.,* ,a. �* 4$46, ►•4•7��a airs 3,•41.41.. 44. 41�� 4.4 4��J4 ..... .e��•�• .. no635.t616 PEP NM me al, n RCP SM 6EI / Ei 1! P 111 £ 1 n° .._ FF.6390i FF.530 IS %,\•�♦.� • Bid J ��t / rrA3e Se - s. nI '1I: I - . 1 CnOrdnun 391 Uapty C003p.nles Pnor to R•mawnS this Pole, Which Supports -dm i • .. 0 Y f p Ovachanr ��.�� ` s I - _ I+ I Service Lim to IM Adjacent R..Id.mhl Proputtr , u LI . , �, C BI 6 .. - - R I _ I Can[. Walk } fi:17 �•��1 • • I •�.rt.t♦ , R.fup. Conl.Mr Wail Arm - - O I E Ex ole: Ex ban XX 14fuS• Trap' { O 5 r C aa[ape 3NSF ..+ x I RI. 63]01 RIP. 636.41 Inv I/ III` I: O '2 e lx Sm MX EM 636.16 ��`:?:� 0,636 T , I I Inv ! .61 10 RCP AWN!) 3,•d a 53°41116 REP SWI m T - I .5 5I 'e 3 n.. 63514 M OP Scat Ras nor t 3,w San PP 0* �� Eo Ez C6 Or 63•.56 - IIS Ex [6 , 63.6 RM 638-03 Inv 63336 11-RCPPLR • ' ' non,L1n.• 1 I � E•Ssn XN 63439{6 GIP NMI am 63T e3 Conc. I Wall r n. e33.gz 6- PIP NW SE -- 1 ,' 6340!13• 0IP NEI �,4, 0*• �I - 933151. RCP set 4 'RelAViFMX Rin 637.75 - Ii' �' 534 z1 1b Rr Soil / R x Inv 53S901f OW SWI 633.06 la PEP xM a 3,374.3, a i = S 0 351orY 1 liana G Stoop FF.6396h Sfa p Pada 1FF.uvla stu F- 3l ie 0��" 4 -• In -N/ Unabl i Bp Encicse0Emranca 6334616'C SEI FF. ca `�mmP °, _ 6 brrtNS Fr.n. 7i • :, / /,� �� ik 1 / ce I i _ - III • / /, , m • �93P 'tiy� >zr,:.y�'�R'tDD. `-'i 1D�PAII.0 1.4t£�A,Aa r .I . .. •p Y - - - - 'SY .., I _ Yf tV spiv li'"ty7 �'' "I4,�OQ�••-•Y•`•i .0 ;, /' . 111f W --- . v c.I 50 • Y1•' BI}uxl Pavan.. en1 �t � I ,+ t11. {rlwl•a7rJr � 0._ � ^ Na .r FF..5913'ta I / I V / ,I ' Ph` Cone �1 I Ili/; I - _ - __ -• r _ ,, Its + ebbe rbp[a = nY.epa : . r n! PM emu • 1 I, ICI IM '/ I .� \ f _ � •• ` , .• , '�+ 7 W a Rim6 Inv 3 e9 5 -PEP Nesx air• - I %--��--_� • F. ./,•� Y IIIfVVI >`f L >`t 7 NI "W Ionil, a fq 4 A-6 `I - . • •` .I�---,i. Rainey' rmrofamer ' f: f a Eeletlne Utility Robs &Overhead - ! .. - - Soh ay.vn _ F . �'.,� HAEGER ENGIP uking engineers • 1i 1m Grow Rood 3dioum6.111 6ol7S • Td: &T.: Sfmlo Professional Dmign Tim Lkeme No. 11 ..rch•eaort.lr n,.mm Wire. to Remain. Maintain Bandon Throughout Construction A I . . - - , _ , c tS.u' 1`_ �'ro p Ifi 6lP9911"'' NEI rap-" !1 ' NO PVC : - - • Ex.d1 _ . •098,44 ■INPanmrol ��. _ - - E ice .. . \ ` 4 \ f3 In.,6 3.49 RCP SC • _ 7i oaf I I I 105 I, uF3p.e614-RCP NLTSF49, I • r .. . •*I 1, I - . I > 1 _ 1536 Frame +IIr `k 'I - 111 - rev 638.6T 11p"REP ND -• - "I My 63 10 O R[ NE.1,61. ! NE Pp -Hae RMriiter �I a46v 0 v9rhany ��°°�� IL_.JI 6�p1�, i n I _ j _ - - - �. a. - \•,11 . • - ' - '- - Existing Encroaching Overhang to Remain Er CB Protect &idolt.. Th 6 - ring Construction. ghaut Construction. POINTE ENT PLANS L •Plug Structure 3,e Er Rammed PIPs Craning 1 - I Inv PAT 100 RCP SW1 Pwtricfm, Cap & Aa.ndon senile Sanitary IA4 I n 6- RCP NEi 646.63 lEi REP FEI MAO 11 -.,REP Niga eh _ Plugstrum at moved ipe Op.iling r ' Remove Conanb Walk - . . r !1 �i '.• 6B 49 '•- 6• - Pavnanr Remora Connote i 6 .1. 110 RCP SIM - ' I Field hilly 1.0eigen of ExlmOng Water Lula. R.meve sem wv:w. - , !Bins.... FM Hydrant A...mply. •cop Water YauN. Rameva a R.PIawlmn• t Pavement in V.IV t. Ramon. Refit le !idols! Plan.. '.' .. < WI R.mew TlmbvWail - _. M, Ili,: Rerpov. ComrH. Walk - IOnd o N..didfmr UtIIEy WOdc 'rlmb•m 'I Apron ��1 'p7~�•J .; + ( l' I I► I I B. Nlq In Phq &Alurldmn Semite in �. I I I� waw S I I li �� Et- s� -`-id�l�l■��IC��■r�_'i>ari: �►=imiir�w_iJirMniirii>�i I 11>d :he DEMOLITI PLAN EXINGTON IMPROVEME PLANES,1 [enc. WWII J �rs .U. ��i�4 , Q: 4 : 3,4 {��{��.• 4, www�yV.104.'P 47.474.%,1.♦ tr 'W..7.4 ....WAY''," .4"�ranr.67,1.41.04.41.:•fiet='"f�4..r, a �.♦ r T ivi a`� weir,. e,,,... N,,,... 4,,'fi, . . 4..�.�.11.!!111- .4. .-"I-74.1A ►•.Q'- 1-x1 ♦ ��. _ _ --r_4irei. P�w•_re�+•dSr4.in •- •__A-•_ . .4.•_•_v4•_••_••44��.ls. ---•4�r0.1��••.. 4' d tit C. �A �•IPV*•4'.1,' �r .i. w,.�. _ :+_�:�� Wi',�7• DOVv LITTON LEGEND �� 1 C nc apron - 00,: Apron-•,Ilae.r_M, VIVO '.• *4, it 7►-M�MIImaatg -. • ..•••••1 `� RULn1NS REMOVAL Smoot 411--- W -- Al W s.I rxF� a. r �� BRUNSON PAVEMENT W w W W W .: 635.0 pw W W w V 0E, ',wit W trskvl, REMOVAL Ong &14hendmn Ehnh.ytiPbca CM3 I 37"63 ez ICP SEI �1 leaser% ;v3, ` 63 E.- VP,. Bp Rua 5366f l)y�J¢ $$IW 4).85 IF-,rGP x,vl /e civ 33 a ow xW, r - � lVL��F CONCRETE PAVEMENT/WAIIi REAgVµ �roo. r �� - �IMMEMrr �S7r BRICK PAVER REMOVAL. �Ronny* • Concrete Apron a� -' r, IMINE " W .. C . ,{ Ia�'11• I ORINOLFESL91F/CE PAVE6ENT N --OHIO OMv L �igiii� S+�F�'•" sNr3■ i,. . "� r d,�C-� LMEM 010 oR• � -/ UTLT•REMOVAL Cent. WPM 11' w M�_ CURB REMOVAL .a[apa • •m..- IIP d , Wena Ferre • ,. tirorm Cants SI l mino P•vm•M --T �� Ea C■ � Gr 634 et • 4&011lll Sewer RIM El =ma Rv ie i3 lz-vCP NE.sWI \��3!! ^^° of Combination Notify • .try DlwrepenClM. E: stn NH 0 3 ? - 6 ;' - $ a s W x $ x W■CEllA8EW8REYOVµ -->- SAW CUT Thojul Manager: JDT Engineer: PAC ren :. IP••63594 no- NF,6W Inv 630..7 m" RCP WI rev 639.34 RCP SEi 63606 IPA RCP 5W1 0EWER 72xl�n Rim 6!395 Ivey TlPlp. • X680.4 Inv 687.10 Ile 18" Storm TRlpa. Milli 6311.11110" RW nE.0.1 Ex CB RCP EI .s33Av .CEM: 1. 811E LOBE • SERVICES UST u° - -or. ID BE TREE REMOVAL - We: 01MZ/2016 �Ir�.O/ !bel ' CIO 3,3056 [Iv- RCP E] UOSE SE ENTIRELY REMOVED UP Inv 619.16 110 RCP NW] Ex [a N/A 1 sum mat PRIM. TO THE MAIN 9I".' ib &COORDINATE WITHU1LIIY COMPANIES . - AS NEEDED FOR DRY STIUNREMOVAL. C9 E C Page 8 of 121 Nl.lc.'c +11111 en-IY1•'•• n••,• •. Page 9 of 121 Oro rr=6a9Se /` / .639+9 (y� 39 to ///�///lr el. //// FF.6c9.3a r.6 ',CAI 95 / J ` Fr=639.79 % / / Plantar? Bkag. 1 //1/ Ovarnan9 /i/1 l I IL.,I [o19mnM1� Pavers f ellw�n.u. Pavement �T / - - / 6• Cone r 13 State RDW Lk. [...W... L /. ^ L tl / CSS y,]. Lanua.•Pe ro •S ID 0 Cunt Porch IIIIM I' MMIMI. 1111111:=1 i`_ . I __ I alk Jnr ado. [arc. Walk t� CDR = ••,fib [enc. Walk Elm. P.vemmr [onc R . rr.rrr. - -1 a Amen BN. Pavan•M Pyre 4� SVa1r ROW Lora - ® w ® . a Sklmalk on Sr EndBlea rarer L•• abed ROW Shall B. r■FV Lam b DWI IN AmanbnpwMh Ates Crop' Baa elm Napae L Fleabag Lula NllpbP In Repair Arra MAORI Bbaabcepe Pim. Contractor Wl6l GO CEA Nba,ux..atl mPa b�rN�.tlmp) P.n. and Naplaoa 0apnamod Curb a akbwb Apron Le •131.0,4 !or PM. Mon C..tl. t. lboralnabwl Public Works �L kola: 1'. 20' - lf- (LEE - T!ZEET - ---- Bituminous Pavomara - �Flrmw • •••��• Ramona B Rrpbw Lao Orin B Nosema B Rapers Lae Stites ROW Line Stine%1.a l Cutlw r1Yp) / Earl L/010OIL./and S3.12CoB&O0b iTp.) / ItindMOW°anennIng N�.yN /` B421 Curb&BuxarSirma5a 5.10615 lgyp' FWI-0apth P�a�vanrr3Namoval lir Wear Gala Combo:Eon Napboe .•�• State ROW Lino 77( Pana 2 Rapl.oalapInd N.M.. L hp .1. r Wren (314.4, Plum) Bin maniac l-dyhlpola / Txmtrylnn,crn:wau9n Be lPculbeO e r . - 1CoeM 01Nr1T9P1 (j .Crinahq.tloe $• Thrvuawltc.nahu.e.n . * •r1 -�/Y ?�'M'xka.wl)tln MG , , , �. ,. ..... •'e3 a •� �Iea paN liver ^�:�w�1 aqn'.. r . * 9.•N30'•43.02 .4557.88' •le ibeamr5.0. - - •• ... I- I a� = - evwa. - --- _ a - u es - -- - - - - v -- ■ I _ = _ ,'a s. .� kcTypa _ 1+ �1� ' si.v - '� I. .L! �� _= l,r ff * ��- e� 10A' ' I I I Sep-_ 11q O Rag" �� . An/Maahva' orb b ®�I■� �nll�� N' • w"wxDha s on r`°nhT„pi ® �'II ,Typ l :p.6.; ,Bl S !IP. Le exwa Q I mA Intl Unk) WWk(ryp1 �• � 0 �' (kyp. EM lb16 brlbrunlR 6waero mP, � �il�,.�`m�p1wrDn {' L2 i/ y It a.Y r' J� : ! A] 6, \\•. \\\\ \\\\ \\\ \\\' \\\• \\\\ \\\\ \\. ". �� \\ Ei N. k\ \\\ \1\\ \\'s\ \\ jljlj \\\\ \\'.\ .,\\\ L `J 5 1 1 21.'�'•:�1T7.T Tl lF O.) i- J' l.- - 'y .�� - - - - -- �1 E I�III) -.1,�, T' I'-3; -=.7.� 1 0 .:� -� partir Clah•1Ml _-..,_ : -- - m•iYrrrb.OubaIYW ®E. : O '� n _ U .-:. ii a 2 :-;:: Lop) - _ ,�,� �, .�� ® "u�o ia6....rep i - w -' Rat c I - 3 , IIA I 1 I �' 127 f SIR BiC. . 6il0oro moi u: unFmAi ' 3 u I Con[. Walk A • . sn'BICI II� ® lII,Si" ...pa Opibrul B� �n 1 '' - I-. t p 9mpl Y.wm. Caek.l o "e..Arrmyy ti, '1 I ! 1 Luna.Bmare.bmea �� • ABA , WA 'I ,� ;�• i 92 _ S = �• 103' Na• • Raba mPa rbwmNMural Rana R1BR10 Dwalr t' 3.0' IIS I -�/' F - N 226 . Bbm Trap x ApproM Equal Symbol bond .026.10 MIL. edAi II � �e E ��r�iL�FmM 1 Float { _ :7... w:ii �J 1 �� tzr � 1 Rl 62 ' i i 2cy ■ i 51ory k Brl[kL Grana-�� _ _ r I r i7 Z ;I : sTru.va61r1rypa a �1 1Y t = _ _ = a � - i - I' {11 Fano, p apes bN III : A . . ' ne - • One NVNb.:41.40 II rTro I. 1 39 5'30.44' 05` W BD.DD' M �' = •RiNra � Nban FF..39 t3 - Fwra - , On..a)._I� . p II tit-,�.1.,J' - ST IIMI {i A1. 1irr, T �� =�� 1 �I� -` , If �P I-•■, aaara .el -I. CC D•rapo; (�11!♦6 I I . 1193. Fa Cone Block �I , MIN l • i , �i 3Pr.m. P.439.90 IL, L' Cp.Ntl FnM N9op espy II I. r...roman yyppll S I IIF i 122 1 I 1 e II� . wnb0 mo l zA cCO FFF 00 1wfw n0 DNNb. 63 HAEGER E Ming engineers nn Gro. Rood, SAaunhup, IL 6017 Rd®v,d OpJg. fin www.hugp,a,04 R 2- i1 1 TR 134C ti' \\\\ k\ \ \\\\ 1 \\\ ! 116 -Ir \\\\ \`.\•. I]111r t„.\\ I \\''. \\\\ \\\\ \\\\ \\\\ RRoof D..oMP 1 Im 231 r 67.6' -- __- 14.1' ___ • • I- B'BaMUCub mp) •0•Baexx Curb {rypl F` -F _ u W" 111 / 0 Ipl. N II �- - IA B�oorW ITW) 22012 ITYPa -- -- - ....- -- ---- -- O'B.lI C rb rnpl Earling Brr0029 Enmwdl- C . ='Br:M1:F:n. - - _- ` -- - - - - sieOam I} ? (L1 1} �+' �. - - �h x tir` 9 9. �`P n P ver Tet161bka 212 100.00 m_ , `�6�' •' 1,.6' yl. + 1 I I o Baling & Pawning Dever 2.24 71.71 N Z 6' Dames 11.F- I 1 ® IIIR�� F.r I 111 Open Semi 0.6B 263, . Cure OPPa 2 l• II (1102 Iratxbru Triol of W. =11 •�, . int..un 1 n.l O O IIMIJ 7.3 PAv1x0 LEGEND ,tela L-il O 3Bainky •47 deBB G4111a siRY D.U..4ee. (16 �.i1.lAl2 AG) L4, 63 �I [Ipbunal say Ilg 1 u.6- L4 21.54'yG e Saari.!Id H PwiPo Prodded 1 3 J w.a nl - -1001mp a Gard: xrv'] Z =12fl a. `1 Ted •116 (COMM (1187Y1rB9Y1 - _ _ _ - ht Fob u. r = - - - •:krecil" s�mmm` udclww Can Q WOW P �_- _ - _--- t - WI _ _ elm _ _ Walk aa CONLTiEIE APRON PAYch1ENT Q J d W� Total Lot Area 66,010 SP 1356068P � *reign P 'f'•r _T�rRi gyp.) .■�il i�,rr.� �Cka.pwhea 5 i� �.6b16t ma, PIMP p er•100081per du K6�r 47,000 SF �. rNirb Public r . y` - - ' r - - -LPNXI►RM1Bba 1WIk • ::: . _ PYIrP FrrhI01 k CE LEE STREET PAVEMENT (iRNOikbtSt00F5rluNPubr0e.Cua.a.NEO,N601Nx�r16TFr GEOMETA PAVING LEXINGTON SITE IMPROVER DES PWNI Wirth: enc. Apron 1 - , Prod bLee Street 12 Ft 12Kbnub Bld11 10 Rio FleMPoch Ur / • •. 80.10 Curb poor / ® :: ......... \ .'.'.410'.01000.`: O.•p.•.•jOp.•,•,0••.. :: llO:, a WNW :;;. ..:4:4. FULL -DEPTH PAYMENT REPOC.ELENGNTWTY 000LSTRUCTIO 1 - Racked Pa+wnwaln lora Prates Carlera's!. 12R 16 PLb rein Map/ an CNOWOher4J ' seesin 120.4 0.31 13 R cFrom Posh 0.1 N preelection NOW.. In RW.*Pavennn Ft..alfirery 7 O y COrgpaellnn. .. _ I POO SIDEWALK g1I arw�.CA1. (aar.tl Side 1R ,OR -T6 E R 3rr6.�.p�'�a'Iall.3kx fir _.. - _ -5-T �C_E T ---W- .Pa+amanI -d. Rot 26 Rl20% ID 16 R ID Irwin Berg 2I 14 R10 Rat Parch.21114 Mieeawwtlfie Riplw.ln Nero It Amu.. C0R24,Nu1Pa5Yrrlwrl ® :w•., BES RUNES STREETSCAPE eoENILK BSE STREET) -Swam b W tlermia0 by . Collbaelor . bmoNLtW WWI,.2 F02 =NOM Ili ......... 24R loFPN4 Parch ammo Donlon 16 Ft O FL L Cone. Apron Aron @rglYgP(PLG) ` °' [wr.A i $ .. _ - r,I.,...„...Nt. Cone ' I [nru. Apr.n i ,P7 ^_ eprm ... 1 OYENNON LEGEND 69 6.torCub to Beek a Curb Milne Rip 102 345R.Mew HeriYlt30 R1 Con[. wxk Cone. Wall. Aftenem Ste 2Ae. 3.12 Art [pram. walk F5 Rd arwrb la Face olCurb (or Bamg) Ritmolel 0¢e 10,030 St (miasma tete [anaSta. 1 i [rnp•cmr : �; - �• Ef E�eplFivananlb Ee0a F..anmt ' ' Nola: --� vay..rn, e _y" ,+• 3 �wi ; 3IR 3 - 3 v: of M� Pmj.n FFnn90er: llJT 00dna.u. r - Wnc. 7. Parley atirq �S �� " ,; beckol curb. ofvel ane NC9d 1- Ailing Engineer: PAC Engin On Bl41(ACl patpwg4G3f.rtalBuNlaa. rrnca 2.P P.-4 OHM Con Reei1lRaiBl u 8 obnamb18. midbee m>bamlraa G14.1 opcuotID,11gb 3. Batllaarn est; MaainW ibe80nanbeipmdlebs- 4.CaLN2,6reetaakiyrl9E b he tAs anaphase adle2 b Fal 2016bytlaWowbsomehow m brad M. 4. RON1 FlotolM� t0for ba huu�blblwm.I0.. S. Sema( Llphl Lunilwba W9e.,B0waex4h 11ew1n8.rb1m. we1.b..r[.pa vl0t. Dole, 01/22/2018 lam o' Na 14-160 I 6622 earl In rerna%B ytt AN Hader Wan are Prhrs 2 Does all Gum* Wary. C5.0/ C5.0 1 W a o, Nl.lc.'c +11111 en-IY1•'•• n••,• •. Page 9 of 121 .:Or Pevari s [enc. Wak Biturplp.9. P ..... E. tlydrenl 3••0-31.96 Mo. 96. 61996 Com Apron - EDP P...mr.t • 639.26 P.691130 969 639.16 A P.639.19 PP•63019 Pr, MN/ Rim 639.07 Inv 633 OW YCP NW.SEI/ r PF60 Ione Porch • - ..Con9 Walk • - /// / Landscape 1-11-1ij Londe.. Landscape 5119e R044 Lk. . . .. .. . . (a,.,......E. Po MN ', • r ''k.•.,,,R;m6;EIT • • • E. Val. V•31.1 7 ., ........: .......... •_ . Rim 638.57 ,... Inv 635_26 la- RCP SWI ' , . . ,. , Inv N/A .. • , PII.A I MP Not Visible .. • TIP NIA ... - .. . Eu Son MN o. &Mow Wen, In Structure Coc Perked MEOW ructure ' 6. Sim M. • 131-63744 Or 657_05 Rim 63051 i'n==tig It ..,..„-.. REP NO Inv 4.33.66 10.. REP NE) in6 635 lb !Er RLP 5W) N/A f PI Not Vim.. 42(/''' '6;11:i IT= gil PPM 0,0080.2MAPROP- - water In Structure - - E C_,...13mo-k. .LL -55 2-.-.1- • ..._ • - -131-alaTo1Mor-- T R E rw---- 94 -',-' -7.11itnk ammo. j 7%. ....litta ROW Lin. 119818:66 ..„._,..... tbEr........ ONlo..... • hottaan .....,.,_..... lob. IOW.. IPeoarari Law.. INA Br 637.31 0 907.1. Ea Son RN . 6 7_ I ...11•80.101.1.5mort GM. E• Slot NH . , ...,, Rim 638.06 Rim 637.03 Rim 610 9 Inv 03311 W. RCP il ,... , RCP SW) 0410124r Ea vja.2.0- vu, HE.SWI Inv 3•35.55 Or RCP NEI n. 635.73 III RCP Sel Inc 63650 Or RCP MAW) •-• 1.8.11.. V Below Yint.r in Structure 81.- 3 Rm .i4IP ClPain U4 PPR Bl-ta ': - Arayikiie B1.11 Pm Pao E11.10 . Am Mal 844:Tg: 3Der• 0W 8 11 lineCIl1-aM.7e0le A.7 1MPO=in e" 111,t..-, P 23.9I1m-m_ m-0.4.3. PP.E..„ , . .10020 O•a OPm-OP 0.1311A0 .1.e=. 54Wt7 SVS.- Ra:N-'rCoi. P IZ.E_.O. 1.o0p ............ .,-.... .........,-.... . .l.Ii1 ... 66N..5I1•7-A.) nt ibArikml..1m Nr6P • Pap 4R74.0a131h 11% :- , V.o. • " .7 AIA/ Mt e. 11l1sa15li4n. .... ..- . -a2 .... p,-'I11l1a.Mn efaff • ..el0m=1W• t, 17=:5.3..l TN.4, - n.. 1-4 . .M6 „-O-D.O.-o-M:'Ne 145..fr p,age . .-.0 . .,ini1 6,‘ - •N1c - -b- 1,.=- . 0 a WM. --' v -.• 4 -10o0p36. -n 6S1L1O1 l1 -=E- WI.P49MP winAPW.m _= -- .- .„7„,.10.6. ... 60 ' - 11 • la, .... ' - -• -1.IQI .M _ _ := .rig . - MAN , •Id 0 , • • 1901.24 00 0 Lai . TIF .44 CP , ....pp. MEM (4.09 , l'f ir .5 intea030nal oreiTA 1A 5 • I i ZU MOM 'Intim", 711 '"" . ... ..001,11 OM. PnPalP.ISO) e • .. F.RO 1 0G PI 1 RPPPPM* IIM8DP6.W112 1 osp, '.. DOHA. OMM "III MI Celia ' e(NO)M POMP CP0OONP.P BPO.63P1101P1110 • COM C MAO emus 1.04.• , POPP . room . 0 mum 1•04•00 126.64126 . MO... 0.0 . ' '•- NIP 0 MAP • WO OM. 11 1•000. 0 010.14 GPM MON Tir•pare pig.. PIP•010.10 190.1.1. COMM ' 'I .... MOM ... a MP 0 MAO MON TIF•60.70 PP3•61080 e MOM pp.. 011161. PM. - 0.1140.1n ' e MP POMP COMP POPP 721.• 61671 P83.66001 .... Copp p.m . CVO. 4 MAI RPM C 4400 10 C.1.1.1 L0L. F: 1- COWIE re.. C GOAD M.S.._ UMW ..... L...±..._ C MOM 3, '2'4- .7 is, 1 c Podia , MOM C 66101 C 040.10 COMM I ":•• L'IM- L. 0 .2._ .,...2._ PM= E...A._ % .010.70 e killlYr4. E. . ._. ._ "1..2- - ' " OS PL" -L' .. arc C COM Lem 'ill "' . ..1..., '1, 3,... _ .:'• P 0.10.93 , ,,,, / teir _ r4143. C NOM r.PL.9- COIF. n•L•._ .10.10 0 0.10 1. .A..._ _....W • MP • •-,,-1 . • -- .'"*". 4no11, -r M,O .....-• amEla NOP nam0106 M11010 COPP •• 0 MP "-- ---..- _ - :MP _ . -:M.40- 6O1r1e15.04.20 - '',..„-.-L -o"Iprm4, '.• 801 ,- . , 13...M.11Cmla A - - -r -a .. aPLO .1 . Mss il -•d' -a 6 w""2..____ : 6 P s .--., _ __e_ C.M1. loan re . o ...MO Rim Palo ifr a mew _--- -il• come PLUM I' ..... colaaa a ni0.10 .. F.17. - p F. G • - an. r Fr ..... ..._,-_-,,, - --- - - - -- - - - --- ---- COLN COO. CD.. C= EMYtil COPP • P159.661183 . 041.10 POPP A., • MI 0 MP 19450.0 4361P0 8:19008 ' 't • PIM •01400 COPP CPI. pa 4 011.14 C OMAN C.413101 17,01-1611 C 061.01 '11.11103 501,0 t , POMO POMP e 04089 76.61010 1•04094 P01010 0110 Cora Welk 1100 OH RIn400.110 roam PPM a arm p Dr1.130 IMIN.10. PPM - Rammed M 434A • 01161 040,9 POPO OD POPP Sm.11010414 PP IMIR0.40 . ""RS. I em P MO IP P MN Poo r4.10 t / / - 4 1 I W 030.911 CRP palt PRAM Iti PP Mil, ;MP COMM POOP PoimapiapPon //////1,4't C.) I / WPM 0 OM PP C8C21418 • // 24"111m161 00004 C130•6110 el304 NW *PPP PIMP gl? MCA .0) •.. 06610 NOM W 63030 mum PIHOTED /bib., OM IF WON. pp I Coin, wee a MO . .011 .. •1810.17 Illt NM. 4 i . \ ..... 10.0.1. 1 24.111Prial ___,. It\ RI' M3I:1•333.0 ' II 1111 1 id 11.04071 • • - NIA mil ,, i . Illi ft., Or037.00 COMM. Mak . rfr 0s7A e 2 Sin, Prr i iLpill WM. - • =.. ,.. I 3 Brick 5 Pram • - g , . = , .1.11= . / - ••• - - El= liEsa'ra IL -403. L=.1rnri-______. d__ - , I „6„g, 1..10..t •• • IMP'. 0 MAI 'alma. imam •• - _, eilil 0 1 • OF.. Of II W ULM WOOS 1111111:„ I, IIII - -Ilk ', 4 . 916:081 tia MAWR Column' " IM Pfaff a ta104 -- ..... W Pip . I watatz,,,,, OPP ' "VNE2=-111111111Pwirdriftw•iiier- 4+4,V=01111119r a .014,1 1//27/639 0.1117:0311 VI PAM 1 4.4,.."....-7- i .."" Fri .... gliiial ...r-r.L..r.....° . . /. I 111110.01 ...... 1111.11 I „.. , ,....,,,.. ,,,,.... r5 -,..7, , cam ma WM.! = 9.0130 . . • =. is• :!. 7. ... 1-- s 1137 DeP111.01 OrodIng ADA rya} V9111111,111.11414145,11=kAiii ---taiL..-0•_ . 1,1°.7 ims..e- -..- ' Pa aroma . • Ajj• .. •,.se"d r.". Mae Conc. Bleck L Drama s • . -1 OM COaD _ ,i, -. lap NM PP TM OM 1,9 PP NNE MS 4 06 CM O.01' ' tarVAP3. Trimoll P•630... • . D.P. • . • ,. . P. ...1 • Mill 02011 OM. ost06 .4 0373 . I 0 I 311001111".0 1 WM 4E4111 IC OD M. . lel FR.IAP10CM62.10114409 PVC • CP.. a 610738.3 ,p.- iliilin Ism 116-1111' C1132..• CBINM1 ar130 . COM .1.1 WAR WM C 0012.1• MEP P43710 W. 113101.11.13510 0001,01 PetraV dig( e*Sro -41037.“ P COLO Tff •037.04 POLO 0013.1106 00 • GP "`e 6666663 I0 Pia ow. PRIMO earl) .. We TIF.837.95(LOWI es97.1in MGMpp 15.35NW.01T.3$.A .i.,- T0..111000_ GPOESMTAI --------------M C0103• M6001 0C 00.0C3.'0 PC.GPO .DM.. '.. 0 .' eM m- e .P _ ___C._=_•.3p.7.-..1 ., I --- . .. [MN ..r __. lPMI... 4.. CPPM-OMPM • qii . CL-A7X0P11.11 ..PW -P N- IPy dM,d o-oO.• 1M1.O11405M'0.A. O OT,C.O11OP.3, • .' 4p-1.0u.0p3..1 .._ 1. LL0I4.0M.±.73.. ....r-P.m .0..-. -- -_-_ "13-.--'P O33P-1=:P - 3 • .I111S0.C L,I,D,1 0 _ I-___ .__ 1R10.,.6 17p-rla- R-ig-Pe, _• 1S.13 • D 0,- .• 00. O. C-C 0 07.1 C AD- FE I 717. • 181 3.7lA _ r...; ._ 7.071"0 21 ' OM., .3666 Cr.11 At Fr ial r r.m.- .O. eleir.7•- ,...... .. .... pm' FH ' FA 13M.13'.i11..k07-"lk 70 • .-78 FrZi- ese7eo-- MOP . 0.10.0 FOIV.10- 0 MAO r."4- f ' • I.A• , MaMrI Brick 5 Frame mew= pm 130.4.6130) I 13E. - ". PFO ...FM AO OM le .-.- DULY 6.1.00606 C WPM ' III A.:1 P.M . 0.61630 r,tnt., FAWN 0 7 1.371. C WAN ass..., PIP... (017• .." 0 .11 I reuse, C WAG 1.1.0 90.137111 P.30. !I zr- cam MOP I.• M. . • . P.771 4117.11 COMP C OM Pule 4 imia200 pap • MAD • Op 4374 C 606.0 P0.96 COLO POMO .90118180-61) .„ 151111030.13 SIMI pap 41 WPM III VolvoYme 1 0 Ma 8017.14 P.lacto ...,,. it "PP MOM, I 0 Wel. 664363 11 Lapo....an I 0 11 C13131441(410 Conan 1 401640 •. CHM 4676 Imam ., • .....L., ea DI ElliOCIS amt. !WM., 1.26.40 CS MOW) 0 IL 1.6.6.on Pro.... ' ' Pam 121-.10 L.. ir. :LI IF....iiin Am MP DI I APSE lam 01-11 Motional 64.0 • 13003 I Anotkolo Ertl Apolicelo Tr. am on. pip 9. Dr. 17I ID MOM vardOnal • Ip: 61.51.06 ta Ora.. 4.1.41 EV.. ar POPP Mn0 713.1120 01 .10. PTV . 08170 : :lam , . I pp. elal Me 'Or .83711e 43SA0 _ . A was •37.01 4110111. ...,.,. 1 o Vi ._ : = II 1 Amaraln111-16 ......... N ..- , WRAP 131.1AMP Or or* '.. ii,_- _ I g 1 ........'"'''''....' 6.01L10 Aii Maim.- artitzt2.,.- fr,---7-•Mti - ,s, -.. 11 AtaimEa- i.gi Ain -1.- 17 ' '...TAU -......... am -0- - i .4.611 Il. VI 431.27o Cor. U1.11 IIIIIOMgfir=rdrRRIPA=Z'- j'1MWIAWAJIIMMItiMigEllEIMPlisedirallE2F4 eal • .. : ,.. .!'---•'-' 2A ....s ADAM ...., 933 6666933 -.&!,4,,L- ' moue . -. L =C Miff . n. ...r." -. -F Y_T.1.H0 - ". . . ,'nW-M• .'c.'..... ..-i . .. -.b'5R1aptrillp ._ .".mi.4./ 0. .-....- ou M050A044O. VB.o_. ER1xim R P l0 r326 .r.8aE.EC.-C' OM allael DO.;a, lP 6o'32L:•v6• x• N.S,I WE /f 60'--..36&367P• -'.'..'‘9.lS •n..,I..- AR.0 ..0c1.6-. 1 ,• wUaLiM.n.02,.1 Mor ". .,6 ) . '7li.s11 ___• _.,4,0,- • hl00.ai 6 L-N_T_:__!? m7o1 Ormmino.Po... •. .rMC,.w.eo,..O -.CTP6r .06F32. . __... Ee0. .. _ .nW. 'PP.a'- Apron L,9 .. I.M.W.e. . .°0 -.".M.10 caN ( /.7 1.171610WICo.m ,..,. We ,.-u9 .o..- ..•. ..P..`.r..o.,n o.l.k • . 11 1 1' ..I.., . .:..i .1 N.'sAW.'..• ,aI., .WCoo.no.cd. SD ..In.. EW N7C 662234...231a446n 1 P ,.. o.P.3 Ii 1111RR 1i.11.(mf. 6 C 626110RCPEl E•ES 1There are no proposed ba's-e- m--ents 2. See Sheet OAfor Mass Grading 5e 530(PRCP E) .' nv' 2'9,kw 11 ExCENIA IVONol,6961. CSons. 3.:,,,"iagedparkways. NORTH ID 0 S•edwl.. 312 i e H 1 Sz3 I I 6. if 5 1- z51. -1- 2Z 11.196Owz I- - 18 0 0 z51. iu ProjoelMonooan S 13 T Roginser: PAC Naiad No. 01/22/1016 14-168 Deft: micro. iAm7.6,16,16,2,13, Ra.116. -"Attarturrent Page 10 of 121 MTS 11113940 ]Www N Fri6A‘''.1 C MOWS 04.1Y C -10 51140 0DOM ----- - � Iii !f 1 540119 0 WS PURI% 01020 NOM 0.s s \ \ \ T1F =640.75 1R.1S.11 1190.14514 g._rarddro ▪ Wmr .,.a - R LY on(191 1,10 y %Mono C 1801 AR. MW ✓ rlll 11Y EOM AMY 15915110Or MAO • I • N 194.914 CORI (499I • !\ EI L i\ �- 01031 631110 ,,,•_•,...2...••••1•0•2101111•••• N. 114.14 P 51119 COMM F!G■1➢.11P11 'I }1_w11 Mums Conine ArnaMW PGAM ORM ▪ 10110 ORM GOAN a4.aimw u 4.1Y 00a1 O 104. 0 0 all _ .4.Y Gan 64.611 CORM 6810111 FI NON O 13413 C 51510 h aw .11.31 '- clown Inset 1 w b11 W1w14 Mar n wan r wt." " l TIF =640.2$ 1111111.61 314..4.14 \ \ W11.5.01ms 1 CO MON OM '�t ®j - 1045% r4. i� - ayy `:451 vole 1 0 MCI SOWN Tan elan Too TSM 715.8.31 ■waw Conan, MPJ •w�l P10■1P.YR14 00119 COLIC 0 MAI COSMO 0 EOM Inset 3 .w*.i.wain ij it iJi�ai.■ �l ' Ar 09191^4. ■..10914. E 916,0 man 8 f .0.11 ■ . t `T4."' \ 11094.15] ■ 98310 WIN 95 w 013114 (RR 110 1 11.65 1111*110. ' -• .. 4.w POF 119 r \ CDG1a nm o 10fls : v9115vw116Or I f 0144014441116r4.3M 1e 0054.11 14.4.080 r .\. . 010.1 Or ■ AmWRTO 49114nr1a 4.n s A Gran �. h11110� CSam WV SOW Mali -'sir • Wan Wan Y: anis r Pd.w 08044. 91. 931111.114.26 011.161110111 11L1 ' 10!100 .t- - 121111-19(001 1 1111 ilifllll Ellliii1i1I lllllll W ., MN 1 .eFrr�e 0®.T, Ga'S 0ORM Cub, Odhr P 131791 • taw 114.4..1 •4.41 , 10101 OPT.41 p111M0 w MIMI! 1 ,' _ WOOLY ' • �Irnc". U%1 L... rob/6RY. ,-494 .044 1 }fG 11419 N{W.W y wYWJ P U 6 u n`r C631018888_-.-.. , wal4� WARY. - Illylllllll11iiiiiiii[iiiiiiiEii�iiiiiiiiiiiiiiiijlljllllllliiliii:illi.�. -.79- .. 01415 DOOM54.11.1 BI.,oh11 a� 051101 0OVI use .. .w ...............^. 010.14.1014.9 tau u ^-- e.. Ca G 9* GC1/W 010U,E 3113 P , 31.1610" UV RCP N311 WI ._ Inset 6 Inset 4 Two Tooth Cr.Neu1 MIN) ,31`1■.,.n�� i�. 1 y}1a N 600910 )4 10MM% MID COO_ �; 41:15 Li • 0101 5 P P O .0.11 ■ . t `T4."' . -' W/6466 11094.15] ■ 98310 ■ ■ 6°"0°.31 OUR Cob. Grew 3410 w` N. 1` \' E 11.65 1111*110. ' -• .. 4.w POF 119 r .10..■ W ■ w .� CDG1a nm o 10fls �. 10.0. Gla f 0144014441116r4.3M 1e 0054.11 14.4.080 r Or FM 15(..•434.15 ■ 010191 08111-,[0}1 ' X11 e19LL 31100.31 Gran �. h11110� CSam WV SOW Mali -'sir .. - Wan Wan Y: anis r Pd.w 08044. o 0. wain Comb MOP aH?q I L W W.iO Loral. h . WW10u1 1134 .1111410 . pryd�01 Y y yr . _ 011.161110111 11L1 ' 10!100 109}9 ', can 0 466.117 6/ 1 1111 ilifllll Ellliii1i1I lllllll W ., MN 1 .eFrr�e 0®.T, Ga'S 0ORM Cub, Odhr P 131791 • taw 114.4..1 •4.41 , 10101 OPT.41 p111M0 Inset 7 Inset 5 Inset 1 1----/r W .-rrJ Inset 6-7 a 1 `Inset 7 Soolo V o Z7i 6. 0 CI ZW W Naiad 84000990 JDT 80111189911 P A C Dot.: 101/2221011 Pro1.oe No. 14-168 6910." C6.1 /cs Page 11 of 121 „.„ Page 12 of 121 Rim639.26 I - E. NM 11 E. Sen 1111 R. 5390015 / FF.639.T9 Pi nher Fv Hyeranl 'A G 639 29 By 00, 1 0[0 3 6rkk 65.639.56 Rim 639.1 EF.650 19 F.559.16 Inv 633. " VCP NW .5E1 � / A FF..2.3f EE•667a5 A ' Ex Vnlve 3e. R1m 1395 seri BriSw Column r7 [ = Z P unin -� A_ l 6'[onc. 3 a State ROW Line Conc. Walk E. XraranPawm6nf ` ' .Papmd, ♦ • �.+ Cure 1, ypl -- lea Lana p 3 I?p� a TO F6 63065 V in 0. U. : EOM Porch ILN �I ,�I` , -- _ - Canc. Rim 699.96 x11 Cy. wall. Canc. 4415 10 1 O a .. Cone ,apron -� '• •p. rr, �, nrtw•r.. .7,>.WnHrr-�:. Co.", Walk • ' 8/••• ROM LRee n - _ �� Ida. 1... 29" -W W- w W W w W W W W 14 Ex S1m Y1N \ Rim 636.31 V.v. - w W•. W. w Rim 636.51 111 Inv I 535. 610. RCP SWI _ 637.561106 /'ymn EV San rrl Ex Son tel Slrmwel Ei'Pe1- Ex San PIN Rin b600 Rn 639.60 61rbW BN RIm. 9.1 NIA INWI NW Vialplr E1 C93alpw Water In Structure Or 63760 Cr Per Ord dl61 e'ctmre E•Stn MN Rim 636.15 R9a1am9R.Pfw1WROl Aprm6 B6(s.du; w Waded Band Gap Mad YNw Vm6nen. SW! NSW! R5. I_=, Inv 63,.06(11RCP REAM Inv 632 56 16- RCP NE] Real/1 IIw 63306 516' RCP NEI 051,0116- RCP SW3 a 632.0311e- RCP SWI + �. - _ r Inv 635.313" RCP 6E1 Inv 635.65 16" RCP NO !n 5951D lir REP SWI vN/A ISE) Net43.01*, ,,.YWater in St Our. AP 11....1.6.371.9 8161 Pub6e Wont I9 beat Ibe1w•[RepYn POMMY. 6slrpw6s Nwded ..,_ ,r ,wpmellen wnb _ - _ - &Vat Mtn MEOW! '- -.r J :; ., bb..1 tlOIM1Y CB Bit minimsPlvla p • a''-' bMBE � d bMIBWIWPIPP* E'I (B� WB'a1 H Er 637-3M1 Ex Se3. [ Rim E.CB 51 637.67 Ex Sln NN State ROW lb,e sues e.3 Sr 633,63 tr6HLg6 v I ' REP NI RIm 632.06 03 63511 m135Ae 1'PEP SW) .66.12 : fir' 0.006112' VCP NE.SWI Inv 63555 Ie. RCP NE] RIn56nHX 36.95 my 696-5 a SEI Inv 53550113' RCP NS,sW} State ROW Line Nva I WWI NO v,1611 MOrarn 114. MaaN 110.11 am Drain 0149 Ann dab, 1114 Ala pin Bla .• EP 1r Repov.101c AMMO hlMAIM111.5 Rm 631,41 [ Ana prole W Asea Drain WI AMA deb 36 ' .. - -. :. , .� ... . BewW Wa ter In Styr trO/.e ®IWri 09911- M ^R br16Tm Or92E.W 63667 CP SI 6r95TJ0 0 tre57M - •' bTl InoI M03I.90 M036A WAWA Me56M 1m L66.0 WORM M6Ali;; N/6I WI Not 1r611 MM. W.I. M9Maaj�� .. v®� 5P -P fiBPE.iM% -35.7•11006.-E EOsdrii E-._ i9�1/1iMNliii3il w. ■ ew. MRNNOMI=R[s a f W��.rIMw1OMIIs�=1I1�tt. r� ii!. MONI. �.1Rst s alias affelle tttw=�> MWMr 1.10M Mw- IMPINIIIlw�e� ' 9611-1 0,63 AIM Mahan 6ra2 ` L Mil®a M931.19( 18-r MBPBe1.1 06111 CM 1 O E nip O - O x -r nl6lerem OLa1'6 a,M.m' C/elEm'6 I I ® VaN.wlfs I � Q room rr o PA9e1616 r. 1FijJI. 11 WM:MO i FNA .E El 21 [trw 1s' �, J l^lp"YN.2 --- lel -�M 1 --- - 1 ar� sew env �� s•w 11mT,IIIA 1 3 Deo •30 -- Eldenb(hwl BO 1P121016 mww w.' Y6 3 Y 116-� T TTM µ MuS. e6FPi I ss Yr1X61 ...e1exirx° 14 I II � M j ��}- }_� 1 ` da �`" ��7 meow% 1 MU UC � ---h� - . --- - _. Moa]] _._. � _. . -_ _tri _ __ ._ __ _ � �1 )EEt'�E .. _ \ til. y i.. 1 121 F E arlIwy mcn (13 yr ,r.r M14Ma a-,ASP09a11 r.1 �rogllaLti 10111020.11 I: Wee= . t93 i S t i u Cane- Wri4 106603415 . I San AINPA. •� larWb MLU31 IM•Pwhmla6 1' ■� / �. 1 0•0117.16 , 1 �I M03La1 Sa 91'-1P•e1PO/M% ,106 O PY6.6,11% E 2 e11mww �I al ■. b6! Jj �! 01/0 6rRn.rw /// ItlwO610 4---Ilndwgrwntl➢Manlbn -o Mmi1a°r111 riux .031., 111 1 1 J 1 I I s... tr03611 Mr@6' ual3 w•-00101 01.03631 Bl ..:. 000. Ire:WWI 6-0 M13123 •,I OA ,` SlornirraporAppOMEReW KI 9902.16 wanks/am - t ' S n n .e McSiO e ��./� M '-OLIO% �I TW. Tr R=Pa(•jae% 1 WWI - In 1 We ., � CAM 13.3,21 t1•NerYi RbeLtt ie 19It-.. dmf 2 g p " s - 1♦ �� 01,11100904•0 110 .. �. I .E ; SSS g Br4 a F.mr - = - = 6aO1N'I ,e ,r RPP 1 .44 I = - - = 1` , � QOM% ��1- I.,1 M MIMI OM 30 .. CO 41f1111• .`. I ��• 1y. tt PGP 1,90% Weld; v L E • FF.. 391. &P .W 131% • um .. �_ __�- -- __ - __ IT + ��1�7 � r / -i, MM. , 16,11% ill • .�, mamtrel RCP (, _� 6,12.RCP6e+e6 = =iiiiW = _'��' -�_ a M036m I ag P ' wppa F.ne. ■ COAL Bloc ui dFrem. 1 . 10101-1014101 6T A,-1161. I O ' �•. 1611 46Ae9eb mrA603 iffo 9 • • 'R Si ""I 12C F.63a.20 11!! • n-1e'RCP l.6 I I1 •� .. may P3\ renSX 7Drain L• WIBILLW �O11nrr1gg519L9yO1 M6IE i' Ise W221 M..,�., Inv T1 MM. •030G a � f+fII 219-12. 10070% 1 S E I O 01001+1 IM MM x-11. MP ® OLO% l6� �� CO f Q9 I r• -1eiaRIL�71. eon 2111 aEN1111 PVC 1 01406 '11100136 !1 C6AI4Wn WPM I M031.12 a 1r %°stns .G Weea0.aE� RCP ,1 a i!V!11 I11,12. ra --- z L 1�_':c ,` t9 '�� fi-, ;�:- l 1 '- 5 ? , -_. - _ Lzj --- I?l _ 1S._ �I� ---ai � 033.60 ly, Y • i3.: �� N W1A2"* $ ,.. ��ir:eRF.50ali 16610X197 / _ai"601940 .. 5� • IMAI . I. eaDlikw }r-.l.� J _..,ITr.oWINZFAL n .161412. eCM RPW cry --• 0946 r h W ICC QI .l.-5 Ill •r I Man., Wtrr n7n1 C6CH tri" ]8 I�+rl w 3 tr' e.�Fy 1+'->r %cPe9AalE , _ - - - a•w anlrr amw • /W w W'w s: J C• 11 �I._, - 1.f ! 51101-21410 - --- f g1 21 f y - , �[=o '� �, �= ti 1. - � ill 6 e Prams „d, ne•eI''I RIP , .613.01 , \R, I Y19NA111 �verM1anq Ly�..JG M tC5 8 Oj OPOens r [,, ! W 5.31111111(069 I�$ 1` SYba Yeul, I O�+ Pio mae�m�b .9 1II a i axr--_ 1 1. 1 /}��] 4 O 1 �I 5WIRRl1F.NE1" m1n lr11cW O /0r6A,,996n 9611141 V I .or H Dub BM0M. 61+10 es®e, �I Meanly M11nr 111-, MaBnm61.4 MBe•Y1646 p W@ :net? M2.16 Wd M'-' 61J Z Pp PPM YM rrrb. MCA.7a1NWAJe drou6 11[93+16 treM(0 1 /1 •r MOW eP.p% 0,1120.116 0.951 in TOL • M6ai1 jR fd'-r TOPE M{N.A 11,1 . e 01.1 03413 1!i1iiFip± Gr9241q G :.014 4iff 91.033.1511 MPeS.B O ; o .51r� wax - 14 i iiia. e,YiamialY��►._- 1;11�e�ro1 . al 1►, ,� Y5 .ems illi 00111 = Z - - - ►... �� .-. �M' '+- _ _- , ens. w.1k ■ ■ . �CE'P6Yi I =r - ,. . e... 0010! '- 0906 .60115 � r one. 10 4 5 qq 0 °'' [ ne Apron Cine lPren .L -��,� I I I r 1.,.I{ _ , 4 ■■ Rw .... -: 1 1e5t10 - W W W W W w, 1. 635.52 W •• \�� Y6WaV 11 yl, w w N1►0-'P% w Ex V66. Vamit � w W r. w / w W �� nv 63va 110' RCP SE) Ha WIIIIPYe ElnYlvn \RIm 636.66 F36drid9•w1TIPM9.1�n 63.521 -RCP NW RIm 634. �� Ex Valve Vault ffm_ IL 63,2512"RCP NWI P 6095116''79 NWS NO 3 WY= RgVW IawrrtY nlaWbae 1 s 065110 -RCP SEI ` �• Mda4 „6 DIP NW, W,SE 'x • f� """BMJ �Nf • .i W immiii' I- ', IA -oNw l.46 G.. L :GAIL : k Y 1_ 0 6X10 B1w • ?, Conc. walk !� Cwt. Wa4 cane. waw �` Notes. 1 See Sheet C9.2 for Utility Crossing Summery Table. +0 p a _"'"-":.."., -•• - ...... sIIP _ 2. Open Ltd structures in areas shall use Neenah R -4340-B Grate. Open . s .. - grass el ,011 °Gr cd .'� f 416,61 012' „EP 66 5541 Lld structures In pavement shall use Neenah R -2502-D. Open Lid structures 9awimikt ,wsar: 1D T !tee Ea CP 635 B6 `...J ' 4 E• Stm x11 X W in curb shall use Neenah R -3278-A. 3. All In City ROW Street) Plowable fill. 6alI. F A220 G Mr 627-20 116' 0C, .2.6W1 Inv 95967 110- KO RCP 411 5679.36 16- RCP 35.56 119- RCP El 1 nim 633 95 627.70 B 622.12116^ RCP Em [B E} 6 W 6 635.69 trenches (Centex shall use 4. Alt storm sewer grates and pipes are designed for the 100 -year storm swot Dot.: 01!22!201 a 1 Ft,hEt 616. 14146 i Inv 62974116 RCP NWI E3 CO x/11510 um Vlelbl• 5. All downspouts shall splash on grade. See architectural plans for additionalse5..1 Information. i 1 e C9 G „.„ Page 12 of 121 645 640 635 630 625 820 , . i i T I • , F t i ] ; i i • F I .1232,M9 rip BANI IC4 RI. BUM I : 1 : i• .1 i - I. 14'15116WI e Ini:641(09 . I- it 1 4 1 . . . _ ; ; • i -- --;- -- - : - -. i , , • • . ; . • -I : ; : !__ • .....27. --•,---.-,. __„_.• . ---- . . . ] i • ImORME129.9635fenli ShIg N; . • . i ' : . . • 778:917611 - Fin HAW . nv522.111 4 - EX BMW •.••.•-•••.•-••••••- .•.•.. •• MEM (NW) . I i . • . : . • • A. 8213.73 (NEM . . . . . i . Onairq463 :•• I - i .••, -448.69:6,8 dtaio142864t648A I - . ! • ... . . ; I i &Bun =23120 ••• leSiele 5220 ; Creasing es .. • weenie =UT Itles,-6311.74 I - Coal Tirart.1151.44 - 9*2 • ! I :- - - jlifi " . . : •• . . Suairallon..21;yr . ! • . : ... • . pie 2”14tennoln . Creeek2212 • . ... : - - I. • • • Mtn .62.1.95 • Sepmellen • 22' [ CIP 4" Er , . - i - . • i • Elf • . . . ... • e ! . . . .. . , • .••. . , , • ... . . • i;••:.i•. , _. - T1•t • . ..... '.. . - _ •. ,1:., . . • rS/a89w88no.a.01r9.1.:a2...1..1•..,5.2z9M,I:;• ' - • •- i!•; .p• . 1i•i. . IrNkim,.. -11O:nng• 6OiIi:,.• l • .0 . 9•7ft1T 0.2i6.w.8•1•1.1Wa74•SI•A.7i6.r.-.O 2Vo6..M..•.7.38 •W•.L1•..r1.LkI14CC1II, c.o .nLn• Hcot • Ia . .Cr0424 i di76 .. . 1ram .... I"", , . 4 J. ,. .7- ! . • • I i i ; . .. . : i I • I I . • = : :- ;1.., I Z . .* !... - I % - 4g i•I' ,-;;..- :: i P8' 16 ! M 21M .... '.. i 2... .. .. ,. , • • • . . • • I. - ; • . .. -: .;-• - . . . • . ... , •. . • ,• . •. .. ,• • • ....•,..• 1 ! H: 2rr v: - 846 640 635 630 625 620 645 .640 635 630 625 620 1 1 i. i . c 11: .' 20',V: I' =5 ! : : .. ..1 I ; ' .• . : . i •' : , •' i . .• . i. , . i •.„ ....•• , . i . . I . • ! 1 II- i i • • l I I. . in.BA:m061.4„7•40DMH.2.1.011.0 ev e22.412 (NE) : ; 12022212211... Alm•1136.13 .630.13PM • ....P...6284.0.4(4.4.3 iiiViikei meg 1 Ain Men SAM61142 . ; . . . i 1 An, max (Pm . . 16.66 614 28 . 1 . : . . : i ! . . .. • BASbn • 02521 Teem en1A2 173.11 .• 13/8t. 032.35 . ..- C11 -tel Tis. -01,2 : : 50,632... I : • . .• - 28:11-2.PY2460.62221:24-00.1121 • De aC'':". Weanngin°*17n , TA:VE.1130.12 i - I - i . i • ComIng 7R1 - - • .1 . •24. Sam ' . . . . . • BIS... (130A9 1 • . .. . . i • ' L: .. - i Sepatidte •4•.,i. . i ... . . I- - , • I i , . .. , . . • • . .•••••.. • . : . . . • • Tellin 41241.18 , • • • . . . , : : : • ; T.' ..... . • .. . . . .• . .• I . ; .. ; .• . '. i . . . - ----........... • I MI .:= 632.81 Causeng SS ,.. \ 4 1: • : Tilkii; iialli ; 13.m.W=25.c • : 1 .; . i .. . ... i ;•-•'. it; 4 it. ill 61114 - - •-. - • EI El. - VI • • •- • 'iif,- C. ; ........ . I : ; !•• I-- 645 640 635 630 625 620 650 646 640 635 630 625 . , i FI: 11= 20, V: 1' g ; . . i ; 1 i ; • ; i 4 E • t i e 1 .. --•• -•.. , t I 1 .i - . ; • . • . . ..., , 1 ••.• =.- : • ' t ' T : ; : . • . . . : 1 lihnIsmazitAgaA Inv MGM ISM r I ....,o..8122911.6(E) i 1 ! i i I • •••••-••••••• ,, I . . . . •• • r i ; 1--.--.;•,....___ —......L__ ! I i i __, ; . I 1 • I i I i 161,8' PVC grasmfd. : . i • • • . i . . - . -e •0 • 0.8. Ift1Prieln. E IMA - 631.15 ii• ' I . . • ; ; . il ! . I •••• . . i I , 1 ! : ! : •••• i i• : e :•• e ! - :. • : : ; . • . .... : i . . ...•-••-•.••..--• ••..••.--•. -- i :•• . •••• . I : I a !.. 1 ez 1:1•1 ! : 1 I I : . • . SAN Mhi e 11:1171 • rAlffelfitinfrt- — 650 645 640 635 630 625 ProjectlAnneger. J D T Engineer PAC Dole, 01 / 22/201 6 1. Project No. 14-168 1 Th..' C8.0/0 0 Page 13 of 121 645r A yr I &pn3CBal (coca! RVn 63566 .. 070.0.10.19 627.76 (BE. NW) 01 96695 645 • Roam. 6150666 OUN a Poem&19 Kind ms LOy week ................._....._..._....._......_......_.....,......_... •640 a.maD Rim 60 M : a (NW) 647A1 INE, 8111 I Mr Will WNW 6 MB?.. FieM • PI fi8610 PHorb (WSW(dt3m3rc3a. IT (066333.64 630 : .:.................._.._..._._.._ 1 630 NW Cluelily),L 1311'-2E• nu. Q O�IA. , .7c v OW Plan 7 r .._los 13W.76(6.e RntrrmnrPwhnae ... .. 625.................._....._._..._......_......_....;_._....._..... _ ...._ g'..r°a' ' 625 3r%12 DP .. J%b WallmkGle WSW •W760 [ Pawing TD P EaiWy 00366 • N399E Tram .62.3.76 Nall Way Emotion 0E6a090 SW. Beyer Prier N the 9adaNE14rN.laa 6201 .................._..._....._....._....._...... ..._....:..: M1iR 0+00 620 1+00 CENTER STREET STORM SEWER CONNECTION 11:1-e20'IV:1'v5' 13. RepNrteem &NNW 46 Needed! Due 16VWYu. YNaWIm: Coapn6kM Public W6016 D•61; Wm, v6614 po6roDlwpoUSN I 640; -.. I_..........:.."......_.._....,...........,_..._..........._..._ Appmdmua Lorlan DIEWIng rmum., PlcjawnaBka.a Loco*.'.: 635i 6301" EN(P6wd m96,6d (TAO 640 6251_.....,.........................................,..._....._....._... APpawd aqua( • 635 1 630 DOwbe 966.66 airing 18. Carteatl Bei* • • troWnwriE I .__._...,....-... .."....."............."...... 625 fir Caicluq .. . L D.n=631n _ - 4eporoko • teff I 620 LEE STREET WATERMAIN CONNECTION H:1-e20'1V:1-a5' 645: 640;- • 630; CwwIng e•s1Rm .. WSW T631.16 7ENm • Bzeas 625i 3 Pivomd Ground (Two 1 WM Vine Film " 75 620:-.- 0+00 (ie na..aReplwaadr 6i Bdeifiip:OiwnJ.(lyy. ___.._._._..._._..__..�._._ 645 _-5640 .�._.,�_.�.y."......""..."..._._.._.�—..,:..::..._._.._...._.._..._.._....__......_....� 635 • .. ............................ -; 630 Conned to EdeBp (r. Wow L1eAl - a= na 1+00 CENTER STREET WATERMAIN CONNECTION 1" 201 V: 1" • 625 620 14-50 PLAN VIEW INSET FOR LEE STREET WATERMAIN CONNECTION ,- a,a' ■ 11 6 i § I 3 3 I i t•� I k CC 4 W r" W Via= ri 2 a 9 W s"�CC g i z UTILITY CONNECTION N z 111 z d 0.z W" zui Oa W z d ILSW PI"l.n Monogr. TAS Engin.r- JDT Cala: 03/10/2016 Proledt No. 14-168 !1 5h-1 C8.1, C9 8 v ° comer — Page 14 of 121 GB 63 .291 Rim 639 0°' ( I 0 a State ROW Line —w w w W W W W w Remove & Replace Sidewalk Apron & Depressed Curb, as Needed. Band Curb Around Valve Vault Rim as1 W W W W 8"x8" Pressure Connection In Vault E• 66:1.9, Rim 638.751 Ex. Pvt.) """ 636.55 Needed. Coordinate with Public Works Dept. Remove & Replace Pavement/ _E____ } 8 Striping as Needed J 1 1 1 J u 1a (Match m 63p BS Ire" 19C, 015.5,11 ` 16" Casing Pipe for WM Protection f II II I r Drain 09 Area Drain B10 Area Drain B11 Area Drain :12 t 38.70 Gr638.85 Gr638.85 Gr638.70 State ROW Line 535.02 Inv 635.23 Inv 635.52 Inv 635.70 21'-tt"HDPE E 29'-E6"HDPE 1.00% 1:00% E C E E 0 N-18-• DPE i©1:00% PLAN VIEW INSET FOR LEE STREET WATERMAIN CONNECTION ,- a,a' ■ 11 6 i § I 3 3 I i t•� I k CC 4 W r" W Via= ri 2 a 9 W s"�CC g i z UTILITY CONNECTION N z 111 z d 0.z W" zui Oa W z d ILSW PI"l.n Monogr. TAS Engin.r- JDT Cala: 03/10/2016 Proledt No. 14-168 !1 5h-1 C8.1, C9 8 v ° comer — Page 14 of 121 STANDARD DESIGN FOR STORM MANHOLE py.�� TYPE A Mgr RMP. I I :f Top of Mammy / Wl0l01L FOR WALLS Pr..M. Untamed ppwels Mee Coot -In -Flom Okne Y Cenral erseaFigirlimmod r T'1 .:. :.yei Net= 1. Se Pew Shoals For devotion of n0 11 old dten.[r of L Dirtioneje C for ReinleMod Concrete Mees may try NA RoanMwayriwnLe3. PrRitat Addwe"- 4. Stop. ohne M R Into ea r 50000 W 1. STANDARD DESIGN FOR CATCH BASIN TYPE A w Ma ewe onow !obi* 1C Mel sYarf M1prpowv.�wn .d�d .a!mU TW of bloomy Wall god. cw� 2. in INS1.1110U1lET NOTES 1. TW. A COW, Dole Nd be *milled ban. 0 Edd diem In geed note. L NI Catch Boone Well be 1'-0. In dlmti W.. noted on a. *WS } Onsealpn /r Preget Reinforced Commix Rion mop may tan 1M Owego. to polo D•. 1. SrRome # .Ise: 0 bort b Br. en al see 0. 1150Ma 011DR 2 Ball. Motown R" n 044111. 0. XM dR18Ml oe; r3, Into the NI Ntll e 1-roRr1 Bnepseep 4.1h Close x Costal r Rost Rddre.d Comae Slob PLAN (CONC. CONE RISER) YAT4am. FOR WALLS Oncost Reinforced lxllmls RY.. STANDARD DESIGN FOR 24" TYPE C CATCH BASIN (11 Uo'i ID NOM 1. Fir,m ed be to b. w Mw.. F geed n.S. 2. Dutch bob 1a to f woowt nnbrwd omni. moneon code aMoandRho. 2 mit ttrt... C In NddM1 w4pYne rine ad been to In pnd .M mortar. 2. For Con ed p0. Newt d.elbne rigor le Wyle Claim 1 or R Cadent, per ASTM D2321, Comptxledn B' /2091101 Maw. 1(11 0 to . ten. of 90X of Max. SPD NOS Round O..1. (1 approved 1980) NOPE Corrug.ted 'Tei HDPE YARD DRAIN INLET leRLlpe 1048E N-10104 1• CVRH STOP 1114E R COPPER NOTE COPPER PIPE CURB STEP 10 � \I im min *it s LJ�s+ ■EI_1Isf 11101M1111 MUELLER TYPE 11-12000 r OOAPORA11011 MCP 4ILL411001110 IRON SADDLESERVICE in&IER MAN DISINFECTION/FLUSHING-TAP DETAIL- INCIDENTAL STANDARD DESIGN FOR VALVE VAULT (TYPE A) pnl-fe-50. Sao x Comate r )+l Mooed Rebmlorwtl ConeA. std N0140AL FOR WAILD Omer INifforand Cmrab Rbcs y�. dH� 5' Obnwle C for Root Redwood Calm. Mom mop wore horn M. dn.don elm to pd. 6 Mloa. 0-04,0:'145 W NA1ER )INN 10 Nohow end node ao 1E Fele and moa '2d Not= 1. N US mho sten W grader Dim 5 In dowth. o woke sten rises, to IS b nqubwd. 1 Typo A Volvo Welt did M yyladdod .M Ran. old 2d w glom F enrol note. S AA. 2.IN nab lid 5...6.4 .M1 0Mame.. pn1 4. ebbe WA a lir M21.0 rodent not Nem only. 51.101010 51.01 Infernal E1R0dhg Band Remote H.Irr70:0. R Necessary Before Drglag Hol. Existing Sanitary Manhole Slurclura 1-923 Hoof NOTES: SECTION YIEW Pip. Two (2) Stainless Steel ESl real Hands 1 1.40-0-414-011.1 Opening in :Manhole WSW W...1e to FR Me R0PA.d 80.1 aha Y. Kor-N-$001000th Rubber Oml Oeauf 1.006 b2Naibnel PoNoltm Control Gym...m Br. or is Approved Ire the E eremi(4U prtswt shah b. Used for W.hrlgMC Non 2 Cbt. Shape add Slope New Mont CArnrl n Ma Ldstdng Cor01. Board ler SassM Fero from New Sealy hoar Coal.etioe 4. Clean &Whol4dml. of Any Ob4 Control. .8 Debla 081e1M Atm 0(.1, Poem Construction Prom. CORE AND BOOT DETAIL 5ECIM7N A - 2I N.1.. AN o" Dandy Al 0anlfary S.rgr.s Eau= VIEW Ars To B.0 trur1.d A. Two 49. -- genii. A. Gomm SANITARY SERVICE CLEANOUT ALIGNMENT DETAIL TEE PO' E180W Neth Al! Giotto Hear Against V001010rbod Eeth Arrow. Indicate Omectlon of Thrust. All Blocks Shall Be 3600 P.S.L Cmar.01. All Fittings Shown I2 Pial Except VertRW Gond THRUST BLOCKING Skov Sever Por A0/it Wel 1A N 8.- /57AP Doe], 42284,1.., 01 10 fret n,1wA.d Whir skis of om.rbgl MIRO AVM: R *, 1. NIRA tote 19 on Sind 2 Mr 0001140,11 0801.Bn WATERMAIN PROTECTION DETAIL #I 10' ABd Myo Eimer 8 So.RoT beer Comm* Somers to be Ysd mdr Nob RUE Combg Pp. POO SIR 26 pr AWN 0-.2347 r .erkr) NAND 1150 Re to NMR) Nob 16 on SAW 2 1l- .601..6 011rnnoli1 of Ca4g. WATERMAIN PROTECTION DETAIL #2 TYPICAL CURB BOX INSTALLATION HOUSE WATER SERVICE 2"x4." MARKER (PAINTED GREEN) LENGTH AS SHOWN ON PLANS UhDISTURBE0 GROUND 0-0 .ER1ICE PLPE LAO AT AIb1A GRAPE OF rT PER WATERTIGHT FACTORY LIAR FOOT. MADE PLUG ONLYRE04MLP 000,7(4 W701 F TERM5410015 MADE 0 -'RANCH ON15W011 PROPOSED 8010840 SANITARY SEWER SERVICE CONNECTION �Fhdsh.e Grad. 5Iop. or Stare per O.S.N.A. Regblr me MUELLER GD AND PWG 80960 MUELLER CUM DOS N0. H-10302 (1) SEANCE PIPE 1" MINIMUM TYPE N COPPER (b11PORATON STOP 1' MUELLER 11-120D0 WITH MUELLER CR S 11111-91401 2RNLi CLAMPS 5. a • STONE BACKFILL CRUSHED Ch -6 00NCRETE/IIA50t01Y BRa1 MUELLER TYPE 8-15124 1• CURB STOP -COPPER oI ESIELERSE NATER 1UON O CAr6 trench back7RL unsrpawem.nt, curb and gutter as ndica4d in road.Ubgrada11 and within 2 feet of any proposed 11.75.049.15.1111.44000111 one Mechanically back FRI of excavated motor:Ws In ther lo1plml d approved by Na VR0aga Engineer. Rorer to note 3 balaw fOr mafminis aro comp.ctin rcs. munerent ® SCP STORM SEWER Comported 9ranviar material CA /7 or CA (3 15 12" above tap or pbr. (8.ddIng Material. 1/4' to 11. Compact to 15X IASTMD-15571 B' 11(1. max. ® WATER MAIN Compacted groovier material CA 6 to 11. shove fop a1 PIP of cart to 85X 1.41114 0-112n8" lifts max. SANITARY SEWER (PVC DUCTILE 010041 Compacted granule material CA 17 or LA 13 1. 11' above top of pipe (Sledding Material a t/01' te 11(010 See note 1belowl. Copan to P5X (ASTM 0-1557) 6' lifts max. CI L" Comported Stender bedding ma1.rt41. CA Mar CA 13 gradation. 1F Llrl max. Roos. m.esure) Compact to 95X (ASTM 0-15575 Bedding 81.terial to b. 1/4.10 t" 4 Un1Wt1ble merorl0l 1. b..emoted where directed by Sngneer and replaced with suitable materiel .00 comported. O Trench Width- Pipe G0.. 24-td'nbnem Rorer to Standard Specifications for Weyer and Sower Man Constructlarl n 611001., Current Edition, for Trench Wdths. 500*0r 40810 1N6 REEMCS Agfa. PVC pipe conformlng 1. the SDR specified kr 1M plans WNW be AIN feft.d to the latest ra Wsed specl410.tlon re9Wremonts of A57M0-2321 wing either compacted gramAar materiel CA 71 or CA 13 for bedding, haunching old kdflal 01.0*0ll of 12. oval- the lop of pipe to 810410e Ma nessaey ORppOrt fat the pipe so that Hr. 10.0000.10 04 001100 does not .x.0.6 5X of the pipes original Intorno! dlamstar. All CA O. CA 11 MI6 CA13 to W)DOT approved. Unger ar within 1footed paremont, curbs Md walks .e Mash bock fgl and compact to 95M Med Proctor density !AS7110-15571 V' lifts maximum. (100.. Measure). Pr all other area. use excavated materials ferniest noted Otlerwlsel 0d compact to 9070 (1121H 0-1557) 12" Iif1. maximum. Reese meaaurel. TYPICAL TRENCH CROSS SECTION I 6 N z w z. w0 O W zLAE dC illi N Project Manager. 1 0 T Engineer: 9AC Dale: 01/24/2016 p Pitied No. 14168 81 sl ere, C9.0 /g s C Page 15 of 121 :0 4,.w W Poe 11' 0.8 lade.' .104018 +ePe Weil -MMI PO80.011 PIM res 9'.w w T Col sea l -T.. Wgspt BIRO-_..=eY W4t Idcd CdlRW! p•111,1011.104 BMW se•Al • 9$�� ff I gll1.P mental ..Tele a7R. IP e •170 Ron=IO ISR IS•Y C Mrd 11111R -1.5 1• Ba 41B taws* til NMI WA Nr COObn a •,.W8o7Mewl r MRS. iA Y MPG 01•22e, =CC 1111102.12202MC • ?!" e, SPoem( W I Wk.M MCI f " i1ep41samoRr O•..g+P -. roto w�+-ref a "•til W lbd nY.1•80Bala Wet, rel erlsepe` cMe aIIVCMg qtt ME rased emeW.VR le ntecit Ann foam L MCP RMP.} wenn • btlm1.U[4 PAPM 1S+rri41 80ls f �y ?CIL..'. MC 'AWL Nt err rliF .PIS on., /h •..• emproc i 000 � r. .oaf era '/• '/ ...IN COMA .. p0illM) 8t MOW NMI mar 11 R�,! 0AM4 40 44 p({R1 a RL NO Or. 1{ ra lOI:roor .p 1 e8 Z roe Is a _ q= ell reC�A:t =IDIOM d 61.1.MK lEmet 0, NW eft r r0u enppk A 47 Mooed t WOO wD MI le WoLa API ws s owm a. L mo p.. Nie M roma MIME WO r 2 " 1 d 1.4 re.a.1" paver. 84ada 1 6/60. Ak 9.w40010 Alr e.r R,R IbdRR I foil is I Woo. 00041bd 1 1i. DIX 4004306 WAX/ We 1c meek let was; swat - i 1 ...-1. - TECHNICAL GUIDANCE MANUAL TYPICAL MANHOLE 'A' AND 'Bre DETAIL . _ ., rI . SANITARY 2"x4." MARKER (PAINTED GREEN) LENGTH AS SHOWN ON PLANS UhDISTURBE0 GROUND 0-0 .ER1ICE PLPE LAO AT AIb1A GRAPE OF rT PER WATERTIGHT FACTORY LIAR FOOT. MADE PLUG ONLYRE04MLP 000,7(4 W701 F TERM5410015 MADE 0 -'RANCH ON15W011 PROPOSED 8010840 SANITARY SEWER SERVICE CONNECTION �Fhdsh.e Grad. 5Iop. or Stare per O.S.N.A. Regblr me MUELLER GD AND PWG 80960 MUELLER CUM DOS N0. H-10302 (1) SEANCE PIPE 1" MINIMUM TYPE N COPPER (b11PORATON STOP 1' MUELLER 11-120D0 WITH MUELLER CR S 11111-91401 2RNLi CLAMPS 5. a • STONE BACKFILL CRUSHED Ch -6 00NCRETE/IIA50t01Y BRa1 MUELLER TYPE 8-15124 1• CURB STOP -COPPER oI ESIELERSE NATER 1UON O CAr6 trench back7RL unsrpawem.nt, curb and gutter as ndica4d in road.Ubgrada11 and within 2 feet of any proposed 11.75.049.15.1111.44000111 one Mechanically back FRI of excavated motor:Ws In ther lo1plml d approved by Na VR0aga Engineer. Rorer to note 3 balaw fOr mafminis aro comp.ctin rcs. munerent ® SCP STORM SEWER Comported 9ranviar material CA /7 or CA (3 15 12" above tap or pbr. (8.ddIng Material. 1/4' to 11. Compact to 15X IASTMD-15571 B' 11(1. max. ® WATER MAIN Compacted groovier material CA 6 to 11. shove fop a1 PIP of cart to 85X 1.41114 0-112n8" lifts max. SANITARY SEWER (PVC DUCTILE 010041 Compacted granule material CA 17 or LA 13 1. 11' above top of pipe (Sledding Material a t/01' te 11(010 See note 1belowl. Copan to P5X (ASTM 0-1557) 6' lifts max. CI L" Comported Stender bedding ma1.rt41. CA Mar CA 13 gradation. 1F Llrl max. Roos. m.esure) Compact to 95X (ASTM 0-15575 Bedding 81.terial to b. 1/4.10 t" 4 Un1Wt1ble merorl0l 1. b..emoted where directed by Sngneer and replaced with suitable materiel .00 comported. O Trench Width- Pipe G0.. 24-td'nbnem Rorer to Standard Specifications for Weyer and Sower Man Constructlarl n 611001., Current Edition, for Trench Wdths. 500*0r 40810 1N6 REEMCS Agfa. PVC pipe conformlng 1. the SDR specified kr 1M plans WNW be AIN feft.d to the latest ra Wsed specl410.tlon re9Wremonts of A57M0-2321 wing either compacted gramAar materiel CA 71 or CA 13 for bedding, haunching old kdflal 01.0*0ll of 12. oval- the lop of pipe to 810410e Ma nessaey ORppOrt fat the pipe so that Hr. 10.0000.10 04 001100 does not .x.0.6 5X of the pipes original Intorno! dlamstar. All CA O. CA 11 MI6 CA13 to W)DOT approved. Unger ar within 1footed paremont, curbs Md walks .e Mash bock fgl and compact to 95M Med Proctor density !AS7110-15571 V' lifts maximum. (100.. Measure). Pr all other area. use excavated materials ferniest noted Otlerwlsel 0d compact to 9070 (1121H 0-1557) 12" Iif1. maximum. Reese meaaurel. TYPICAL TRENCH CROSS SECTION I 6 N z w z. w0 O W zLAE dC illi N Project Manager. 1 0 T Engineer: 9AC Dale: 01/24/2016 p Pitied No. 14168 81 sl ere, C9.0 /g s C Page 15 of 121 "Note Side curb shall no be utilized for this site. Contractor to grade landscape area down to curb/walk elevations. m�a�4�dd a11d m ak Sl' }b. (04 Da on to =Mob SOD SIS143ATNN 6r rcaum0 I P' ■ f7XY ,a �ri PARKWAY 4110 i dells ^yPperE':.:p .....c \\� L— A ELOLAel 1' 9 r MoenPA mm•R PM. .{I r b OH.. 1.•••••.env (Y.+�.M I a„yvv. ase IOW Primed {' M-6 wYd'nw�LCar.,�is1d 4erb'rAaue ae�iY a e. sol. C �tiTl.p sexes u. CONCRETE PUBLIC SIDEWALK DETAIL T. Use two e4 rebs. for IA feat on either ski. or all utility trenches. A. A rexpenslon Joint shot!W inshlied et ail points of cwYatur. for short redleS !under 45') Curve. Maximum e3adsien J1,3t spacing h ae•. Expeneton Joints shall be Constructed WM r t*kk praferm.d expansion Joint ..Pifer conforming to the curb i gutter cross swollen end Malt be provided with two, I -1/4Y, W' long rooted search doral bar. The dowel bar shell be fitted with a cap with a pinched step which pro0Mes a minimum of 1' expansion. 3. Matthews contraction (contrail Jami speUng shall he 20•. 4. Flap Thickness she. match prapo.odro+dway, or r .4,01444.. 1 5.. pleas eat to de0ermine 31.44 St... rd R.vere.. U.pr.seed or Depressed Adjacent to ACA Accessible Ramey Curbs ors proposed B-6.18 CONCRETE CURB & GUTTER 0• 141C a.es s, Concrete Ar \h. 71101101,1111.1 1111 9300 PS, Nut.: !1 6 1E5111111 TM 11 ER '.:EAC AIERT &MACE COI. urs NO. V= pima[ 4.e coarso ammo AI TeRNATP Pte 34101 EEE1 1-0 COMMERCIAL DRIVEWAY APPROACH DETAIL •ALL ALLEY APPROACHES USE CONCRETE PAYMENT 50144.4 Reber. As Noted Oslo. pones... Bee. (4- Prim) CYmpartsd Clay Sub -Bas. Use two 04 mbars for W feat en either .13* of 4u Utklty trenches. A r expansion Jnbet shad be inetalisd .t en p.hrts of cerv.ture for short radius holder 451 curvet. Maximum eay.neien J*It spacing Is 60: Expansten Ja,nrs Marl be constructed with r thick preformed exsum-fan Joint hiller conforming fa the curb i gutter moss sectlan and Ova be pr.sided with two t-va't. W' len, meted sm4WM 4.0.1 bar. The dowel bar .hall be titled 0Rh 4 cap 011.11 ■ perched atop which provides • Nth/0M of r .xpMslon. Maximum contraction (contrail pint spacing whe11 be 20: TYPE B - 6" BARRIER CURB MUDD NOM RR Mane. RRALSNISR t soa Oft B' D. DOT - Mawr MR= MARC X12 MINIMUM EMIR MINOR NM ED RM. IDSDANS. YAM °wlicicli----•�:a':7::.�rrr�.i:�.�.�ri.=i: is is i=i=i ;.n nom !Fmk W.." pis. MAW ryl wan nu {pill e. 01T 3..U1000433.00 • 4310 x143 excel. a =MR MOM rAN 4uKeen 10. nW P.PNLY CAROM& PAVEMENT PATCHING pi 2. Hot lib Asptell 7AAA)011 0m,m., Yyn, Nth Ot MHz/WWI Calm Coe... L.100.010 0 4. awnI. tAxesee.MbN.ea. Coo.• Or Che Cr3h.604103.44 Ems Cams O00..stlm Cams.0.00.4 4.03. Type 0-0.12 TYPICAL SECTION - PRIVATE INTERIOR STREET (NOT TO SCALE) z 1 0 _1 '224 W 9 e 1—&.15 1 el a _B1 • Proje3AMmger. 1 D T Engineer. PAC Pah: 01/22/2016 Plojea Na. 14-168 r I f 5'""C9.1/ Page 16 of 121 co •o ��awsYr.wY. I' t••• N.= .wr a.Y re `�. � `rte Ent_ ■� r r w w w w r a r W I. VI wwr �+ er®� -.,_ .. ES16'='. `F.yyy n J * w,TM kir � •., + la'f. , - i4 , _ rwiwuwa rim q.+.C" , •y+ � ar mast. W Y W r w r r w r r "'v..= IOW E : r W w w. War C i �i. FK. s ....+um ar .. w. -.+.m lit_ a,,it, \ 9 5 WI" i r `\\`�}� �� 111. + ,m,r-jilt y1 L eX'rw '1T'� \` s g e� OV` x' ` w J. -`` F r 5 -� Y 1J El v r v a r a •• ��Y mw +,.w.� �+. »,v r r++m w.. «. - \ W :•:•:•:•*. Vill`, e��;;``� r•..oa>*><.a� ;� or...w egg ``Atfillil Minaan.I. wa�loat see Mr .,, �� .r �!,- w•"` :--.»r ��,\`� �� _ t�.�m e r M- �- �.�. ww 1110.RICE pIM MP IEIIlflI0!. ■ �o�� 4s ..._.w .•,. - \� `� "" L Lw..+. m NM! w IAMOICArEP AM .ewe.+.. S 03tLIN ammo r,. Yom.•.....A m.ow m..ng, a..+w time cid •I.. .......Y.+..m •� .... w+r, ""w "-' r. 4s - r.... Y I I1 U. ilea,-.... .... ...... -- - r.... aa�� oma re. � lE71AC1 > 1 !AY! W AAFJI 4.. ! w uxp ARIA .. ..r.wW. 0..+ MOO IM MINA 1111EA _ ., .w"n w. +'.' m.. . rot Llir. .�— `.?°. lEIIAl1 s E' ur win Rs. w..+e .: Y+.a °Y" .nm e... r. .. _ -winir.vnn . -= � RE a.. sass. - I I I =NON N A -A !Dowv�o 1. met .w. s.... ...ww...e...w. lECIIIN 4C MEW w ��• �..�.r.. aj r, �: .','. ...r.er..enwe. -rs. er sor.......c I I I A••• •• .. In .r_.�. rirr""`e.rar e.w.. muam- ��. 4 IFS K. I I ! .r...a 0.r *Ow of limemof s. •�i....,.•Ise ewn.n.. �.n.. • _..,. ,,, mwn„'r.r .`.'.. .mow .�.r. _ GAYE .1310.4 CUM MINIoil 1146 IND -31.001 CIIII3 4x.� . I ..1.7.......*....,............ ', 411 ulExwls H si.,:' lr0 .., E F.r " M- Ear nal MOM stim'lu��. I scra8 - n = ..._ t.,. a . 0161111b 42.111-41 w° a MILSVIEJNIES WM. A , �--_ i 110E Cw1E UEIAI ram..., ararro arry =NM stow "Note Side curb shall no be utilized for this site. Contractor to grade landscape area down to curb/walk elevations. m�a�4�dd a11d m ak Sl' }b. (04 Da on to =Mob SOD SIS143ATNN 6r rcaum0 I P' ■ f7XY ,a �ri PARKWAY 4110 i dells ^yPperE':.:p .....c \\� L— A ELOLAel 1' 9 r MoenPA mm•R PM. .{I r b OH.. 1.•••••.env (Y.+�.M I a„yvv. ase IOW Primed {' M-6 wYd'nw�LCar.,�is1d 4erb'rAaue ae�iY a e. sol. C �tiTl.p sexes u. CONCRETE PUBLIC SIDEWALK DETAIL T. Use two e4 rebs. for IA feat on either ski. or all utility trenches. A. A rexpenslon Joint shot!W inshlied et ail points of cwYatur. for short redleS !under 45') Curve. Maximum e3adsien J1,3t spacing h ae•. Expeneton Joints shall be Constructed WM r t*kk praferm.d expansion Joint ..Pifer conforming to the curb i gutter cross swollen end Malt be provided with two, I -1/4Y, W' long rooted search doral bar. The dowel bar shell be fitted with a cap with a pinched step which pro0Mes a minimum of 1' expansion. 3. Matthews contraction (contrail Jami speUng shall he 20•. 4. Flap Thickness she. match prapo.odro+dway, or r .4,01444.. 1 5.. pleas eat to de0ermine 31.44 St... rd R.vere.. U.pr.seed or Depressed Adjacent to ACA Accessible Ramey Curbs ors proposed B-6.18 CONCRETE CURB & GUTTER 0• 141C a.es s, Concrete Ar \h. 71101101,1111.1 1111 9300 PS, Nut.: !1 6 1E5111111 TM 11 ER '.:EAC AIERT &MACE COI. urs NO. V= pima[ 4.e coarso ammo AI TeRNATP Pte 34101 EEE1 1-0 COMMERCIAL DRIVEWAY APPROACH DETAIL •ALL ALLEY APPROACHES USE CONCRETE PAYMENT 50144.4 Reber. As Noted Oslo. pones... Bee. (4- Prim) CYmpartsd Clay Sub -Bas. Use two 04 mbars for W feat en either .13* of 4u Utklty trenches. A r expansion Jnbet shad be inetalisd .t en p.hrts of cerv.ture for short radius holder 451 curvet. Maximum eay.neien J*It spacing Is 60: Expansten Ja,nrs Marl be constructed with r thick preformed exsum-fan Joint hiller conforming fa the curb i gutter moss sectlan and Ova be pr.sided with two t-va't. W' len, meted sm4WM 4.0.1 bar. The dowel bar .hall be titled 0Rh 4 cap 011.11 ■ perched atop which provides • Nth/0M of r .xpMslon. Maximum contraction (contrail pint spacing whe11 be 20: TYPE B - 6" BARRIER CURB MUDD NOM RR Mane. RRALSNISR t soa Oft B' D. DOT - Mawr MR= MARC X12 MINIMUM EMIR MINOR NM ED RM. IDSDANS. YAM °wlicicli----•�:a':7::.�rrr�.i:�.�.�ri.=i: is is i=i=i ;.n nom !Fmk W.." pis. MAW ryl wan nu {pill e. 01T 3..U1000433.00 • 4310 x143 excel. a =MR MOM rAN 4uKeen 10. nW P.PNLY CAROM& PAVEMENT PATCHING pi 2. Hot lib Asptell 7AAA)011 0m,m., Yyn, Nth Ot MHz/WWI Calm Coe... L.100.010 0 4. awnI. tAxesee.MbN.ea. Coo.• Or Che Cr3h.604103.44 Ems Cams O00..stlm Cams.0.00.4 4.03. Type 0-0.12 TYPICAL SECTION - PRIVATE INTERIOR STREET (NOT TO SCALE) z 1 0 _1 '224 W 9 e 1—&.15 1 el a _B1 • Proje3AMmger. 1 D T Engineer. PAC Pah: 01/22/2016 Plojea Na. 14-168 r I f 5'""C9.1/ Page 16 of 121 co •o A�r Orr ala r41. 11 0.10/••F•4 /oh. Mahn I* Fel Annan/ IWO* PYMYMCA Sam.Nr CONSTRUCTION JOINT OETML Prenftl•qm‘y a.... 1-s a!J 1.. YMrvrfAn Joh, MY.r ..dawn!`% tiWiwrl'�-r ern &dwellI_ Rla.R..7 4,10.0 .l...ee&Pas, Male n.v Blau 1.1.1 r•w..•r.r.. E NLARGE. .ETAIL Cr S HAT EDGE ORIFICE Va• •......roe w A•.a lllr 131malM OUTLET CONTROL STRUCTURE (OCS) RESTTRPLATE ATE R. IN PLACE amp../ala. f17.1^14/ y Proposed Grade Varies _ �/\/ l \� \�\\�\\i. \ (637.00 to 639.40) \/\\\;(\� \/ install FleaSlabr CB D7 i BUILDING STOOP DETAIL RIM = 635.45 Vulva aaep Elowlion 71Vu R.Ra 81.1 H.IBh4 V.r .frame" 1 r ShallmN Bap NEW •II B. n.SSlar Each bdMldu.l Warp O> PaI i. rl Handrail Moog eref &cep fle Ama Walk.nl.um..l Plana alk. RIM s 635.50 f SidrwafA DRet,IIed II.4lor. ' P1. L.wtlans k bverta Underground You* Bottom - 72015 1 Conant. .Nm p. Ss m 51nTr. Plml. On 5h..ta 33 .6 kr .5 i CEA Addgranol Inlwm.tlon • / • Steps At w- ac., Typical. Neenah R -1986W• Restrictor /Weir for Approved Feral. 3^ NM. Embedment, Structure -12 Vault Inside Teo 833.82 Underground Detention Vault MIME) Eartmnlan ConcreteBaCC1.pPon Shasta & for Additional Inform.tlar UNDERGROUND DETENTION & RESTRICTOR / OVERFLOW / OUTFALL DETAIL N.T.S. `tilt 633.12 jOver1or) • til 0 Manhole Inn. 627.76 T Outflow 370' d Semi Plata RMbOtar In.. 527.7e {5w Remintdr Plate pp101i *15 527.7e Flan. ana far Walt E1 10n ProP.ry un. u.bh Existing Arad. etPropwy Lai VI RCP Flan la D.lwllnn Wan Ifm Sbp.3:1 RIP -ROP C0Psa.d Curb and cams Pavnr.nt tMm Basin • RIP RAP CURB DEPRESSION DETAIL COMM CO�R ATO POEM POEN ROM 1 MI TO• Only • EOM 713 Shier • MIA J1.rdIRFw..1•M••Mrrsirlplls Willa ar MnlS7 • MUM' OM, • 621121t,0 a nor Ie M ONO 2 134= TRr lane • IMAE Tr Sed, • ELN 3.1 LW LW Ilam • MN d3 Bram•6801 3 OLE TO Oven • CEO 73 NSYr • /LN TLO saimyw.rss.=Yr=bgollgl Ono. MW Ombra. • SILO RW Viler • IVA EWA' SIn Owl a ML7 TRW Mao • Ebbs Tr Swan • M E 7 12 WI! Nem . 3707E Er WWI • MAR 1 1701 Tr !Wary • MLO Tr I O • PLM MRlrrewl 01311. nul•queEL Wilt ae OW Swag sEW 3 VI • 127.447127.4411A minims.177/1E I 171.1 TRW Owren • IOW Elam .... 072A1 OW ROOM • OWESAlot! SW PAW, •MAI 7 OLE TMW Ess . 6111 Tr TOW • EOM 9:1.T Ommat le M minimal quills OW Ism -mA1 ala 110w • ON 1 1354 TM! Maw • 16.71 Tr laatwr • 1L73 OAr Yaw • PLO N' 1.573 • C710! O 1101 Mt Mem • 51793 Tr Miro • MIAe NI! a wn . MO OW Malmo• IMOL6 11 MU TAW Ellam • M791 Tr VOST • MON 710 Own worm le dmmnwergsO,VIT r =In w M appal. BMW Norm• 0315 dr lbw •. MOM 11 13111TIW fmr57I OW Tr YAW •151.21 g60 •mr=Squagn Mfr•• Yia,wmr w Mm Lir Sales, - I5 MI5 SFr Sim • x7135 mY w M dwwd 721 d1 7173 Berm. • 41241 7713 Crap •67171 ILO NSw7IMInIn 1W awl Corp Ips w M ' /morel U om411shine Sambwad Elm,. Mia Cam. • NM OW Cm15 - 3123 1b .171E 7r Mss • NM TNT Mnn a • 1EL04 13.1 LW VW. • 611E air loam • Mew 14 222.1 Tr NAL, • E397 7Mr MYm - met Bl Br Mian M - W Mfr SiamSiam - 67751 14 MI Tr lmsry • 1*11 Tr 1511ir • UM IIA lNlla,wmrIs MlwYrnrwgolly. NSW ROA tIs Opped LW Mi0y • MO Or WNW • 6635 11 1111 TRr swam - EMM Tr ser - O7111 140 lwwn.es.t.l. rrsin13l *l, men sato dipped. BST Mrm •55.11 303 NWr •6117 17 NU Tr Solari • DIM 701- Mar • MLN 11.0 lyd1y..mrw Mwan train god* *5.7 k Mary • MON lr 610w .ELM sin ells dipped ti OLP 7Mr Mae • 112174 Tr lar, .667E Siena rimer.. gll�r. OR! law • IMM 337 Sim • UM9g.7 tO OLE TRr Mem • MN Tr l*5iy • IMA3 !27 die Mw • 117.3 Nana Or rYy - OLIO M M Ma TAW Owe •130.73 7r whim, •30/]7 M'S EtanmmmmM was. min gmSy.NSm /NM w M Apps. Na • E7f72 di. Or t*Wr • 5*10 M Tr wrier, , • 6191 TAOwn - 1166 211 EW maw • 1611w 16br" awn • 537713 uGT TAr Slam .MOM Tr Ebb. •ELOO i6w.wm•m M rmmsYrl *OW IOW nen wsdpwd. stir 22•.• CM .0 Or Syr - 421.411371 33 E74.7 TMr Mier • *717 MS Penn • 1.70 Stir Unary. WAS lir Munn • 111.13T.7 f1 51717/12.7/12.law T • MOI T Tr Swab" • 13073 LIS MT Mena - 433711 Br Emir - MLN 26 OW TA! Mrlm • Mui 7r loamy • M7p 21A stir Maw • EM7m sr Imlay • 6171 + Tr Nom mm • Ebel Tr 061,14 • 121114 122 Mmma.••r w M *..-s, gay. lr pm • EM.M Lor 3*i • PLO $ 1 s s9 ij a2 V a1 H ILIZ I0 5 z- a.z, OWE 0 0 a � 4�Lr J � Pro7.ctAMnoger. J DT Ernimm: PAC 4 Dot.: 01/22/2016 P Project No. 14-165 1 tA'iu 'Ilii ` ' 6lr..r C9.2/C9 r Page 17 of 121 1111111111111 Wim® �i.471rA` s Oa rmm alamm I. [NINO Marla Ordo• rye. Nara CAM M MICMEC IMMO *100.0 ar-hea mime 1.• mmyys ma- la V MY IM yea nosey Yur MOOS ■ MmIES 1111111118 ewwn •... r,.w. Nam.. el, r- r.r...rr. :� w. .a WV Si rT .r.r...e. PINOMMS .... 11.e11 D.* imam ERLIIIAIM: ¶W M EIC WllI MUM. ader MOMIMI,IEEMEMIE ERMNMr • IIMYM IAMB OLOSU L MOMTI1AMl TEl MI ON MIN IMIIIMUM MAVIIMME wasp 11rwr Nnys am. NMI. MI 1ft �� a.-.. `.� To MO I. laftM MP ••1.1 .a. 0 Mma .n• .r..ar�.r� ter. m ... b'- y « � e Fr” �� oiimo� Rada V Mal IMS .ate LIME 1111M ialuasmoi I I %it MINH((MER {»o Mk L-i.n, MMilAIE 1 groat " .••••• r....— Wi13�LEliB . MSM i• «.. �.» :wX7.• aar m1 gm 1 B.; V% E7• l ..—. de .V. L1 Tr: :BM1 011110 .� KM E-- N■IEl1■.®UM r,„,777.7.7.." 4 Timm roamorr MI 'A MIIMMAIMIT t. JLo��rRRE�jj L MK.. 1. we MA PM WI err � nswro MIMS e�ai[i 111E■ '7 "a =211= - —-iM- II M ErITI rte M!iM IMMEIMEJi MES. ' e ' ".. .....w. =171". =NM L - . :-..""4".. .. 1; N.: r 1,..-.`tz, ®.....�.. �..«.... MP TOMMATION Ems+i;1 r-T7F•HHrH 9r =mai i M Esi-.1l9RAfy".1HFry'IF~1 PlAutr�rlR�i �1M R .14114 e"'ea"Enmumi � ms �- "" r.«........•7. ry. F`i.F.41WN h°.!I.4HMMM M=�'11:�F1H'�'IN EFOIe-�MT1!MF MMiH!uJNJYJI�J' ICI O as am yam x�""M...'r .. ,,,,,�,r,�n •as.:... ,,SI a MIT Mlelea CO MER MS MI M �.-.�._. ._. ONO NS COMMOTION r.DM/i • I .. .r •".:° :.;. COMMIE err ANC 1I�TM O �. E9M.lSWLIL « r _ .M1.if ...�. Er ON I.Nm •... r,.w. Nam.. el, r- r.r...rr. :� w. .a WV Si rT .r.r...e. PINOMMS .... 11.e11 D.* imam ERLIIIAIM: ¶W M EIC WllI MUM. ader MOMIMI,IEEMEMIE ERMNMr • IIMYM IAMB OLOSU L MOMTI1AMl TEl MI ON MIN IMIIIMUM MAVIIMME wasp 11rwr i i i eei iiiie.ei�aeie.: ■ I aRE e. i r iiu iiiieiiwe�e iii e■iiiie ii NOMMINNIOMMI !_ .. r.�. ad.. ..r-1 _y_. laftM MP ••1.1 .a. 0 Mma .n• Pal) ....il m � . r Rada V Mal IMS .ate LIME 1111M ialuasmoi I I . E !! MEIEI� wwwwww r,.. Wi13�LEliB . MSM i• «.. �.» :wX7.• aar m1 gm Arkirt .V. L1 '."."4-121 KM N■IEl1■.®UM 4 Timm roamorr MI 'A t. JLo��rRRE�jj L MK.. 1. we MA PM WI err M. www � MIMS e�ai[i 111E■ '7 "a =211= - —-iM- II M ErITI 6EII CMMMOITI CIM ME Il ®.....�.. �..«.... MP TOMMATION COMM UM AM 11011111 =mai i maw rrru i i i eei iiiie.ei�aeie.: ■ I aRE e. i r iiu iiiieiiwe�e iii e■iiiie ii NOMMINNIOMMI !_ .. r.�. ad.. ..r-1 _y_. `ss 1 I m ... Rada V Mal IMS .ate LIME 1111M ialuasmoi 16661 .61nradi. ie rr r err uMu1 r� Arkirt .V. L1 KM N■IEl1■.®UM Maur Timm roamorr i._.-......-. TYPICAL PAVENINT .ti f 14, M. www � MIMS a '7 "a =211= EMUS 1111114M i i i eei iiiie.ei�aeie.: ■ I aRE e. i r iiu iiiieiiwe�e iii e■iiiie ii NOMMINNIOMMI In 61- PropdManager. JOT Engineer: PAC DOW 01!17/2616 Props No. 14-168 i Sh.* C9.3/c9 > 0 Page 18 of 121 4111db... IrOan 1 I m ... COMMMEM 16661 .61nradi. ie rr r err uMu1 r� Arkirt KM MMOSSrzMe TYPICAL PAVENINT =iliF f MOM ... 1 .+../.. a MEMO MAW In 61- PropdManager. JOT Engineer: PAC DOW 01!17/2616 Props No. 14-168 i Sh.* C9.3/c9 > 0 Page 18 of 121 ®•,. 1111. 1521.111MISMINNIN.11.110 ea awn • ma warm rairD fir. SPAM cow m® IMMO' 1111111 PAVEIFHTFG(PFG) ® GARAGE • 1-)0-0' TOP Of FOUNDATION _ TIF =0'-a" GARAGE SUB LP=( -10.41 e LOW GARAGE FLOOR &L4e •(-)ed HIGH GARAGEFLOORsus =(-)rd BOTTOM OF STOOP • 4.) 0 -Ir TOP OF 010OP=(+)FB' Tr 9&100e- (•)0-0' FINISHED GRABS AT F.T.F RAMPING •(-)04 (TYPICAL. SEE GOADING PLNO HOUSE SLAB=D-0` TIF=O'-0 � rSITE 0WOE VIRES STEPS TO BE EOUAL HEIDER PER UNIT, RISER HEIGHTS EEIWEEN r 67st STAIRS VARY. SEE GRADING PIAN LOWER FLOOR !NOUSE SLAB GARAO minims FAD MASS PAVEMENT TH100ESS&SUBGRADE GRADE- VANES. SEE PAVING & swam RNIB FL 10W OVERBUILD BUILDING PAD) TOP OF FOUNDATION PAVEMEHTTHI+ 0005118E VN1E0. SEE PAVING . OTLNN0 PL.N'IS 0-11771Fa1FR"'IIRI1=I IMI'Fl=r1=1F111=11 F11F7TGf1 MNNUM GARAGE SUR&STONE IINNU0I GARAGE SLAB it STONE 11000(ESS-l0'•Tr Ey 1.4. THEKNEe9• Ir=TTP(-)I'i' BUIDNG PAD RIMS GRADE •(•)14r m'd UIIMJM HOUNE SLAB & STONE THICKFESS r' TIF (-)0d SALONS PAD MASS GRADE -441'4 ROTTOM OF 1HIDKEHED BLAB = (-11'-11Y PAVEMENT FG (PFG) ® GARAGE • (-)448' BUILDING PAD MASS GRADE 1r -r IOVERBULD ELQOING PAD) MASS GRADING DETAIL - FULL THREE STORY (BUILDINGS I, 2, 4, 5, 7, 8, 9, II, 12) (NOT TO SCALE) Siob Sectlon LA and Item Garage Slab 1451r -F= Stoop Nin. Cs ictsia 11YDW1ess ¢n) SO 4.0 5.5 Ai ii JI 1 8.0 4.0 4.0 n....in� =Nipw 41=7.. 10.0 1111....... ..- ._,... �.. 1111 .^r" ... ... "iI= UMW 1d� �0� .r.r wwr a.v4.. �•"+ ......r 4.11d. r. ale m RIV Mr was 11 E t s 4 J agli r AV Air -II rlIA�w1DTH .� w..r..MINIM .=: �-= TI► _�� : v.:.....Xrn' :::4v.. .....:.:..:..n .:.l:;.. -.: ...v ... ............ sou= IBINDLrIrNr mum= ne1Yrii MEM .•.a =• -�'=" IM I - 'µ'E1.1 =RIC Nana araror - 1p- Wi.r.INEW12111 LIS -- II ZI=Z4r+r Pnr EM moi; mmami.s MEd Ma MOM MS _ I ,,.. _ foamleSsi;.,.. SSW mums ®•,. 1111. 1521.111MISMINNIN.11.110 ea awn • ma warm rairD fir. SPAM cow m® IMMO' 1111111 PAVEIFHTFG(PFG) ® GARAGE • 1-)0-0' TOP Of FOUNDATION _ TIF =0'-a" GARAGE SUB LP=( -10.41 e LOW GARAGE FLOOR &L4e •(-)ed HIGH GARAGEFLOORsus =(-)rd BOTTOM OF STOOP • 4.) 0 -Ir TOP OF 010OP=(+)FB' Tr 9&100e- (•)0-0' FINISHED GRABS AT F.T.F RAMPING •(-)04 (TYPICAL. SEE GOADING PLNO HOUSE SLAB=D-0` TIF=O'-0 � rSITE 0WOE VIRES STEPS TO BE EOUAL HEIDER PER UNIT, RISER HEIGHTS EEIWEEN r 67st STAIRS VARY. SEE GRADING PIAN LOWER FLOOR !NOUSE SLAB GARAO minims FAD MASS PAVEMENT TH100ESS&SUBGRADE GRADE- VANES. SEE PAVING & swam RNIB FL 10W OVERBUILD BUILDING PAD) TOP OF FOUNDATION PAVEMEHTTHI+ 0005118E VN1E0. SEE PAVING . OTLNN0 PL.N'IS 0-11771Fa1FR"'IIRI1=I IMI'Fl=r1=1F111=11 F11F7TGf1 MNNUM GARAGE SUR&STONE IINNU0I GARAGE SLAB it STONE 11000(ESS-l0'•Tr Ey 1.4. THEKNEe9• Ir=TTP(-)I'i' BUIDNG PAD RIMS GRADE •(•)14r m'd UIIMJM HOUNE SLAB & STONE THICKFESS r' TIF (-)0d SALONS PAD MASS GRADE -441'4 ROTTOM OF 1HIDKEHED BLAB = (-11'-11Y PAVEMENT FG (PFG) ® GARAGE • (-)448' BUILDING PAD MASS GRADE 1r -r IOVERBULD ELQOING PAD) MASS GRADING DETAIL - FULL THREE STORY (BUILDINGS I, 2, 4, 5, 7, 8, 9, II, 12) (NOT TO SCALE) Siob Sectlon LA and Item Garage Slab Hones Slab Stoop Nin. Cs ictsia 11YDW1ess ¢n) SO 4.0 5.5 kin. Atigreoals Base THDIDWBB (in) 8.0 4.0 4.0 n....in� =Nipw 41=7.. 10.0 N. a.r.r..nr «... --- 95 �Jd. 1Il� .r.r wwr a.v4.. �•"+ ......r 4.11d. r. ale m RIV Mr was XX rlIA�w1DTH .� w..r..MINIM .=: �-= TI► _�� ID MMES =• -�'=" AHEAD - araror - 1p- Wi.r.INEW12111 LIS -- II ZI=Z4r+r Pnr MEd Ma MOM MS IMES _ I ,,.. SSW mums ®•,. 1111. 1521.111MISMINNIN.11.110 ea awn • ma warm rairD fir. SPAM cow m® IMMO' 1111111 PAVEIFHTFG(PFG) ® GARAGE • 1-)0-0' TOP Of FOUNDATION _ TIF =0'-a" GARAGE SUB LP=( -10.41 e LOW GARAGE FLOOR &L4e •(-)ed HIGH GARAGEFLOORsus =(-)rd BOTTOM OF STOOP • 4.) 0 -Ir TOP OF 010OP=(+)FB' Tr 9&100e- (•)0-0' FINISHED GRABS AT F.T.F RAMPING •(-)04 (TYPICAL. SEE GOADING PLNO HOUSE SLAB=D-0` TIF=O'-0 � rSITE 0WOE VIRES STEPS TO BE EOUAL HEIDER PER UNIT, RISER HEIGHTS EEIWEEN r 67st STAIRS VARY. SEE GRADING PIAN LOWER FLOOR !NOUSE SLAB GARAO minims FAD MASS PAVEMENT TH100ESS&SUBGRADE GRADE- VANES. SEE PAVING & swam RNIB FL 10W OVERBUILD BUILDING PAD) TOP OF FOUNDATION PAVEMEHTTHI+ 0005118E VN1E0. SEE PAVING . OTLNN0 PL.N'IS 0-11771Fa1FR"'IIRI1=I IMI'Fl=r1=1F111=11 F11F7TGf1 MNNUM GARAGE SUR&STONE IINNU0I GARAGE SLAB it STONE 11000(ESS-l0'•Tr Ey 1.4. THEKNEe9• Ir=TTP(-)I'i' BUIDNG PAD RIMS GRADE •(•)14r m'd UIIMJM HOUNE SLAB & STONE THICKFESS r' TIF (-)0d SALONS PAD MASS GRADE -441'4 ROTTOM OF 1HIDKEHED BLAB = (-11'-11Y PAVEMENT FG (PFG) ® GARAGE • (-)448' BUILDING PAD MASS GRADE 1r -r IOVERBULD ELQOING PAD) MASS GRADING DETAIL - FULL THREE STORY (BUILDINGS I, 2, 4, 5, 7, 8, 9, II, 12) (NOT TO SCALE) Siob Sectlon LA and Item Garage Slab Hones Slab Stoop Nin. Cs ictsia 11YDW1ess ¢n) SO 4.0 5.5 kin. Atigreoals Base THDIDWBB (in) 8.0 4.0 4.0 NIn. ROI Thiclmee5 5n) 10.0 6.0 95 .NWS: See A,oldecfurel P(Tu for Gather i,foimW131 LOW TIF = 02,8' GARAGE EL*. LP-(•)4,Ise LOw 0A0AGE FLOOR RAs •(-) 0-4• HIGH GARAGE F LOON SAD • )-) 4'-r GARAGES =MASS GRADE = 11Y-0' (OVERBUILD BUILDING PAD) MINIMUM GARAGE BLAB & STONE IHIOMESS• 10.• 06¢)9'7 BOTTOM GP STOOP By G -a' TOP OF STOOP (+)0-4' HIGH TIF= ('.0' STOOP FINSHW GRADE AT FRONT OF BUILDING -(•)IPS• H OUSE SAB •(-)rd LOWER FLOOR !HOUSE SLAB STEPS1O BE Boum. HEIOHTPER uNN. RISER HEICHTEIBETWEEN r 6 7s1.. NUMBER OF STEPS VARIES. SEE GRADING AND ARCH. PLAITS SITE U WE VARIES. SEE GRA➢100 PLAN I F111=11 Hiatus GARAGE sue & STONE 05016/085 = Ir=TIE(-) ed eU6DIN0 PAD MASS SHADE -(-)64. MINIMUM )9.4 - - M HOU SE SAB 6 STOLE THI0620OKNEss r =T!F Ey 4'.4• BUILDING PAA MASS GRAPE =(-)4'd B OTTOM OF THICKENED BLAB. (-) rd ID -0• 001ST100 1113 1 01IR 111T(1[µ1 e SWAM 0Wµ ITIPI BIN Y TIDO( 111111/111100 C01ED S1FFL CASIW P11E. l 11105 6 dACKEa-... 00610. ALL STA11 010 11001. 566100 !PARRS rR CRAB 01 001011 00111.1 PO SAM PIK LIMON 0 8' MM1DE1. OF 110 SIE RCQD NT T1 WM/ACTIIIOR'-- 1110 AW 111rTN 011110 11011 018/ AA APA15500 00 AQUAE 10011E VINO. 1010 0411W11111e. -_- IalTF5I (TART MUIR. L11w AMEN ON 1µ1E5 WIN 4pg110 P150) 1. 010 PIM 1S 10111m 110LR ILL 13IITI1G 111&018. 0 0111010. 11MUI100 OT VILLAGE 110/110110 M11[ ORM 101 AR 110 1101110. MST 1,011 0101 0015151 L IMA IV 10 0+ I1 011170. 1. W10 MIN 0*01W >PAm10 MAIL W µ01W11 0 11 P011110. a• 111 1100E 011110 13 TW 0010 PIPE SMALL NE 1(11111100 O 1 COM MED! Na IN 10 UM MALL 17 W LER 10011 0A LONER 7511 715 01,11010 0. TIR 550111 5110 10 4115 AMPLE 0.011 MR µOAS. 410 oµ1110 PIM M11 110 81µE'177 11101. 4. 41.0 AMER 5110 TO 11 040*51LL5 1115 1001 CA 1 ILayM(01 AOa5RR WTONL. Net 10 RALE CASING PIPE 0.1113..7.,-14 DETAIL MASS GRADING DETAIL - FORCED GRADE (BUILDINGS 3, 6, 10) (NOT TO SCALE) r Berber wI Reber (0.. DONS) 4.20' F•F (T)P) InaEe AC VAR DOW Bdr of CUE r i III r 11' Min. Between Water& Sen Services 12 LF of Curb (TVP.) 8INminoue Pain LL 1100 r"" P0UAdn&m CLEAN OUT AND AIR CONDITIONER LOCATION DETAIL 17' UP-) 9 '-"T PAD WAS GRADE BOTTOM OF CONCRETE .1-) 6-I0. 10.4- a 0'd a A 9 1. IOVEREULO BAMBINO PAD) (T)P.) 12LFCT CUE RTP.) BSos (Top.) b b 2/2)Adrf„..L:.(n//- r.JJ (TYPO B -BOX AND AIR CONDITIONER LOCATION DETAIL 1, a 2a a $ tl 11 CC: 11 =r. mgcrii e= 8 p Plo.t Manage: J DT Engineer. PAC D ale: 01/2251016 P mjed N.. 14-168 ""C9 4/ att -,r,r •,n ...� Page 19 of 121 LEXINGTON POINTE DES PLAINES, IL DESIGN ASSUMPTIONS oval, Mt LLv .ruAyr ldd.i4.-4651.114 ` 1*mei Ac66w x,0465: 4c =OW 414.41 445,•iiao wow, 6446N5 *MET INDEX 911 PJ4a- CT'.'NP1iC 4 5••.114 ,AMI �II . atiz 446,6:•..Leen exrnonnaa , ad 44.rHV.Yrix�xi • a6 ou4L4S'6M '1 • w,r .n. 45 6•11•4046,441146451144.500,561-11 641t4414ii• • ..- 'a.." ., •:4'Yr0E>•w 11441� 11.21.1.111AP f111.01 4.i 1.1. •y,ha4ay1Wii 4645 R 4wSr r4144451�w 406,•••••••••,5•441:••• � t ..ca i176.14. 6 644-1 41 1"6 : ret 41 aeisM`1 w WWIFAL,: NFF4Nr, 49•151i' 514-14.;19161.4 RNA'. 00.6 A7171 0.L16%Ii•1�7d .' r[NC414£16e:15N LEIA,u1C-1•0•64C 1141/'14.0=•4491 13JAN•801E 2.44L,rEPw PRELIMINARY 564 NK S6C. ALS JOE SEE FIRMA! ANION E*4.-MP:41 r.rxly ,:sn.r.Ma.•nr 1[44 4.. •t*1 .MLY4'4cfV41.41i9 464./141446 4,44.114414 6Tc'1rna 464x41614•' Stem *WPM.. 64114042 44414;441 4.1446441.04 ',4.5,54 1,011.An1r.1l >:' = K..4. J x44 COVER SHEET 0.0 _1 RECOMMENDED ACCESS OPENING SPECIFICATION ygell,.pi�3•� 4644464.:444 n17.Tca... elArt L. . O 1-0•040../.14,[0014.1.7 1'1.'1'1e+al'a lAP1 lac6 146 HAY 1.9a1l! 6.,1•15544M-1Mrvne IYe1. C6ML06144i1M16N606[LC94 Ml exrpIN6N41mown. 441 PA. co 7.04.141141.®leuxii-00.14IR Giu19r9F64447+ r ry M'Vll4743 KAMA w44[M04'41r14.15C4.[t 4001E h1BMW6SAL SILL 41L444�C4��.,,tt ALy.�y ryy6e0 111661WW66.14 MERYYi tl•1NtFl�ylsNO B ff}1re16he1.egy1pal4.1e6xT1e 4ert 1 W4 r4f aWxliral PNii.FA,ituvh411.612"'"T.[K[[M 5404444•466Ew64xxsw. 6[1444.1574 Arne an114414.L ur61•14. 4rGn.1101,1[L6441469N/a46ntAM p 414.06411.44 ' �4��+[GB4 �xA44LPr it L!'b4�Ot6'Ii1,tLYf1 4.p1[(/PS Grp LY}11M4yi11p 4.0g[y y� 61LL5� 1M1�rC{ .1 k7Z WATIr016146491 Wl11k6.5tC14Yl M6.10tt:4YYE1.Y ENDED PIPEOPENIINNGMSPECIFICATION A•x 1.tin1LSI•&anAwaM ML . 14 OF 4161104./6/1416•41444' 64.1E 61atudue /4 1. p'0'f.WWNP> can PE[6ffi"elOil Mie`<9.1. Mab61+17 4441w11 415 m t 1444 w 19.1.01 41 44•.14 rr4r 5 et**451.xxc•0144*41144m41Ma V41W45*•*1rad Mal aa•It Wade14.4041•1414u611rc4446•4544 1.144 *61144104ra4. 411p454•r1n*0•20a"5•sar° tei°Lui¢r' w'�ua1'rHSrc WAY6144( 47.e.gx4,.e 1.l, 5961 OR 11449111 RECOMMENDED PIPE INSTALLATION INSTRUCTIONS *Magni*, ../6•744444,C4.47 rcu'wL1Na4'144 61614+•••. r 0!Y:2W CA•LF.a.,e. SI ra.5N!4A a..••ill•I6G. 464.4146 '4•l1.••••66.,1L S a.ry44.n1!•41sR•Maa4µ':1 !✓'1!4.414.4 154.1E FIa O•RY0 146 -4 WASE m610105 6511410•40 451 EE RMACSx0 EE E 11LYG544N.i6 01L6:56113.5 515110-14,1•, LY+£ni 4444141 RISER (STAIR DEL R. 404411M51[RTak MAMAR fLCC.NEEWVJG LLD 1544NP1444, UVE115 &EwtnpLAG.IL 66'79 1.419414 e0416440m 411 114Y39406115 TIA16C 1,06Wi4N e.. _.v. . L66041GT 41 *CORE 5E1.4L1'.ES 4 4.ST.n1A90 CS 5046. N,+ 54444.1400 RECOYIMENOED SINGLETRAP INSTALLATION SPECIFICATIONS 3KCT'N46[• ' 2.0 sTORI1FTRAP INSTALLATION SPECIFICATION w'r'lm""r"`""�rsn, .74.1• l`o41,.."1.4=2011=4"5,-=2/....� 1.4.11.X9 UP 4anrg4M•a. eivia6U.N41 aMO y13oMNVGMYY.L11L411416107:1 riZa M` itt41 64 Rl'?VC5 r.[!0.4.*eo MC1a. Jc.4144.1i446x4[ Y'r11 a F+¢:I[j.•YhM.tKI141.11/1 "IU4614'111 1CYA'K1 5 yrtr86N'►MMMyI"•tiL4R]cM•9'-.MYXi[1AM]p •1W`Ce•nra. • 54.14•4545114•161.6654.4166.41•61416.5444~14.4512414114 616** ST- 46a =realmdm-teas dew. 4.11 WW1 eluMiL9N.l47404*^EM 6RC'�W IICAi11.'1111'1.LFTK4MN.L `4"-..117= uuax•.w1twf`.9[91vLK01�16Mf4LL lCCA611rL16M,1M 56100144.11! 414.11711*'. r remrr2 44441.0=7:2 lNi1LM01.MI4C n AWL IMVIS S, RVICJI�.N. 104TIOCL. LC i 4E61a ..,,,I=5.44,==„111, Yd ;rrvl 44711c5 ,61K6=r4...��MNM4.46 NlvlL[ 44 .14LEMe.LRu.11p1MEEpp 1n14ras41pW5 w UM >a} 45 1r*14441 P1 MTV. 6W1111C6BP•1 I111M1r 4•4 ,M •:£E T 46.1 "Ur666r4' 217 l6M L•F46.4e i> 1xY9yiL i1LW *OM Wai`.Tea ar 1.0 6 i *4 .Y.1L1E106{a![�4�1YI�{°Jap['Ml4.�pt[�{gyE.1/'Wr MLN6lNII IME.YCYrt'K SV"falf1��r0Y([MM(�54gql�k�i1`�:�•><65L[y[I� �r>c�1rG�[{p TALL 1(rC��MyF.'Y�wgTip. pnedfi'�bv 4'•'W •11111-14, 4,41. 91444 A15t32.14 tAnl+NIttl11II!lhl6w•b4YY�l_[16A: Y641:,Mf1u1711�.4W.4 s1ra maid.* dee W.1N1O A]I5[U41L STORMTRAP SPEdRCATION 14,41.454 IP, PI 114441156Y101. 1116Mn.4P'9. 4 41414CCr001'Pac **AP OMNSQ3Po4Mtr'1MM0i4M6x1r LN91W 41141 51e441e4.4man caw.* 44.1444162.e96t1arai 151 11. weL.iNxtae W1[19[• 4140* -4 .4.6 e ine Les [Nam4616• i 44.itia4•46 4144501°601.1.""6rnY'1a11°'16.n444444ffl16i1.5e con441 166514424444a4.e :46. 3E>6r15e4AI1[6i ,15154 1 iten1tq1**-4,11we1.4116.1 5141ad.116•54L+?E MEW* uLMRLRrMar Y apl4N qv 'U. 97.11.6 4.174,464, 5-21.40114. 1i6144641164,66.6d511141/441.bMimi. SW1W6x U/01174I P045445!. REM L 30411744 N571,1.14 -L4 i .sf4 9934-601 4.160245T WE AM 20 '41161'14R1Sr1N 1it1 -46 *M'1i 4L6arr4rDY & t5 A% i. A9U sin 1654.YA3: 4617 4E41060450 5}4$34 LPL. c1415 61011504fiaE6R•76.0 fie 4TF! 46 t'!?a eva.16h4SC6 50 WU 161 5'-B" SINGLETRAP I 014 S4.1914 cava8, 41 MMPFT4i6 dim p** -1 46 roima*. v5 1,17,14 reasovirr•uszaicoalie .4400 di6N111Y4.NM1 E W. SA! 191 010,11.049 0.1.51Yl*6 t9.WC13!047MM OgazavgitatM Saaa42.14145416155i /WW1 ilfS•ieCF*5 A1C tab[ 141461 5a3vE.71 5745449 I' 4665171 741541E 6017-146610 FAIT 11 ,411,4 OM 11ML4 11.e44R4r. 4414'644144 414114: 5E9RAaF5 4•116411' 5411.6191041 15JAN-4,016 PRELIMINARY 654 46.1 444. ENE .:... 54,41.11 '�.11su.•ar1'tEffi SCAM 5117E1 4111E [...SINOLETRAP INSTALLATION SPECIFICATIONS 51.M 14.400- i M 0 BILL OF MATERIALS 911 wx Ali 1411*5004 1.4,49 41 1 54 2/1504461. 155A • 6.+.4 1* 411• 111* '1 • ka ..1411*. .n. 641t4414ii• • ..- 'a.." ., •:4'Yr0E>•w 11441� 11.21.1.111AP f111.01 4.i 1.1. •y,ha4ay1Wii 4645 R 4wSr r4144451�w Dk569NE kNNRS4M44A WADE a6:616.,a,r1.[N1* 50Z17544ri141149444705k46644 A 0 +•6t*4M4br6 544114h911..4.6 4 .9,Y66Iggf :0444 1 yyp!Gp45C6rfnr*9 A5663141 ISTr4>x15A676h4A'S4.144110EL4 MK11 LTA• 4 dLV6FiNS l6 EI 464 141 F1,1Wpr 3[4'6146 5546E 1 ralr Nall 1..41416 �6•a(vvris F11.91Nn 446 ...c. _•.Yf.1T05A{4A4r1•n4p4.6,.4n4C1'rF•a OETA4 LAYOUT • Re0,14vae's06 I 45((11+1: 921464116 Elf 1,656N FLAN Oi6SP$ 4144 14040419R9N404 14 4141414 1N61.0 41!6646665 FAX 447,4141051 aG45'B41 .41.: IE r•E'S1h.A..,1,T, 444444 A %V1P>I 111644 Ara {- DEt7AILLAKW S•ar WPM. 3.0 g z 5 z - 2- Z Z w 4Z !C � J 1- F nel.alM.n.S.n. JOT Engineer: PAC E Dela: 01/22/2016 P151rc1 414. 1 4-168 8M6I C9.5/CF I Page 20 of 121 c1. oFl+e.r1 • • • a 6 • • • • 4 •• a • a• • • • • 1-r .a • a • •a.' a • •' a• .•a S •S1- a a . 'S- •. ..a 4 •• • + • a. a . • • • •y .... .. `. 7.. . i .a • • • • •, • • a • . ' . • 41- • • �•a •• • s +. '•4 r• •+r. • 4 • a• •.. •• • •• • ... • •fa 4. • • . • • • • • L • •• • • • • . . :.• . a _ • 10,36 60046/611:41. • ._ E8a.r44Ef.44 _ RMfa QFSi.G GJ61� � )� 646664161•1460.11.4104 1N EMitz�new tO140000F15 64 ; �sr�W 611411 ply(a�g611 % e[iYtIRWK+11,Hr el.rms 3 AIL 9EL,410640 a��yNl[;;11�1xx[aaFIi79T11f1p 444 cargo.X4416GL 6616.6.101CCWr 41644 1ma 66 •a' mower*" R.4G16E89 pwlcrM 111616149114117640461 a Td • rd r 4464. • w I@ ac .rd 49r ICCOp .0 -12'or :.0 ad r 440446 4 , 17aa • 4 8' r 40004. lb.,. fr or -,4146 AP. r 4m0p o1-114' e[ +•d C r �p Sr 1 4.'. v Tt.Ip r �•. •-•1 -. 1ri Wi�ei ..8l••d ir 4006411 44 ... lieC. .1,0-i6d 10 400044 444 l4'os Pr6ffl6MOM 777 NfECARE1 NE4V4ti 304 N FLL60,5R0LE 141 1Sp_J4 41,1 /IK 06411 P MNra.mee00 =a1C lMr.]64660I r1p01CTaapwl.npl I E4 `61Tn1aPY11:•E GCS PL44LS L. G1.664'1r166 46.644. L1GJAN2G19 44440&644 J PREEIMINA RY AI: wri mc: CPN ....�• Lnq.6r� rw1 at•ww of 48 C —1 GHEE; tp0E CONCRETE FOUNDATION DETAIL aTeii ;WI:ZEITT• 3.1 TYPE! TYPEI TYPE H EteEtif Id: t '7.1.=.4 • op ara210 1Tgl4AIb81MPR31MMTY/AY. P Er. I1ccar®AIMRWRIIICIDPIGTd4. 1. paT�4Nr 0WII6014116N��l1L . �a16fr-� WM.664.51- swarm owc...knobe HARM 840141E811448, 1804 N PEW WOWS RP 8Cx AACI 11131E60118 PHONFAA6447 mks NIGa.T1114911VAT0L LS0N0TONPCINTE 04P4INGs• IL CLAMOR PALED 041E 1 S.AN,2018 PRELIMINARY 821_ 088E WIC. 0400 IZIVED RIR 08 WALE 666 5•S• SINGLErRAP UNIT TYPES a(fr6lal6gL 4.0 1 g R W oda -a g e9 �e W ? a �` LA.J.6 1i c-0 I ercl. _r Pmjfet Meneg.r: TGT Engin..r: PAC 0.400 01/2'//2016 j P14oj641 No. 14148 I 5'" C9.6/c9 C9 k 2ctaneatt{ Page 21 of 121 State ROW Lin. stall ROW Lha Stat. ROW Lin. state ROW Lbw. 0 UNRE • TRIC 13 AR TOTA AREA 7A.00 A (+T--1 (100% PERVI •tiaAR ) Note: Due to i small size, th_. 0 0 1 1 OVERFLOW WEIR @ 633.82 jHWL INVE - T OF - EST - ICTO - n 6 , .76 g .. 0 NOTES: 1) For deWled amm:weter Information concerning thin .It., plasma see Engineering Report& Cefoufetions prepared byRanger Engineering dated 05120120711. 2) For deladed i 1om,.I on concerning the underground detention vau& please eel Underground Detention & Re:Viotor / Overflow! Ou&all Detail on Sheet 0112 and StarmTrap Drawings an sheets Cg.5 & C&.a. NORTH h. 2 i /A 1 Prejedlrlaneger. JD7 Engineer: PAC Dote: 01/22/2016 Prajed No. 1416a Sha" EX' /Du Page 22 of 121 / /, I4 1 .� State ROW Lbw Al , A 11 TIM _ ■ I, .- 1i - NORTH --. - 11 Orp Shan ROW Lora - �RmRio 638,51 Ex 5103.21 63 . 1 In., 635 2610- RCP SWI , N/A 6. w'616P.N Ma MY 01.7 5tru5un /A u N.e1 V4ib16 E.&Wo yMtor Sri -wawa Gr 631.66 En CO. 0103616 Inv.53310- RCP NEI my 635.6518 RCP NEI ME669 _7 40=9Rp 361141I:Ca 61. b. nM bw1P OWY dr . i.ia Ex CO 1 6 7. 1 E%� 5 W.�:. r r E 11015VhwMY 5 T.57 ER Sn N IN 0r 535.43 010 .. Inv 5351116' RCP N1 04151._10 131n, 537113 Inv 635.5510" RCP MEI Inv 636.T61a- RCP 551 5t.t. ROW Line -30.6 .515.9616'0[0 SWI M6EYl N.µlallvnpnWWPmm.mg N State ROW Lin. prin 01.1E Mad. 6111 Alp Min 11410 Amara 0I4 Am Min fxWl 1531416,5.4 0.low Water In 61045 Ar00153014 r EH '14 A1p0010018 ex Rim 6n.51 Amdahl 03 0955011 50 In 116 Ma ro OT - 500 Pala:E _ _ 1153011 002026 0165310 1Oa MONO kw COIN 106 Mp6.05 M waw reap 00 0.637.66 364602.70 Im 636.67 ;.-RCP 61 OrWM Rr6]L10 or. Rea 16.1 Not VIE -164 MOWN M530.15 Mpip 6rIDA 5.010611 0MAP COM 5 c 1r M364.53 61.535.03 0r6II16 Or101E16 01033776 Ma6601 MOLE �,�- a E Ee E E [ E�E E 55 E E r e EWA E _ __ +mei "WI" fes= �� __ - .. �1 _1■� - � _ �► Ca 014 will'�, • . imDivin St= Vii Diana. Con a tab. El tad Um 0r/67A6 Mirdl6 Mm16 = I jj Mpb.tE W Win: Abel: • .., of 1m V. Corrrol to Allow for P- inn and WI de r Into tip eo11.1 0 1 O Cl/ Outs IA Mal n...an= . Obr1w. W to Aid In r .v6. O VOLUME ONTROL 9131-1 194 6 Stange ' M53EAIP® 6M..53°ti..l�etepFgR1 VOLUM F CONTROL - EA 981 IF . n i -------- .,� a6n66.n I t 05.57.1 _ `� VOLUMECONTROL 90 5CF AREA#(.`;--- Storage \�� i �- M021.TI =1125555 3 \ Inv 535.55 Rm ;tap 6�,v02{.07 roes pending P. is VOLUME CONTRO AR ' -1 ! 5.r.Tt.% 3 a ,�. --- - _- - --- - - -- '- ---- -- yr � .� - l ....� - ._._.__..-�.a ...- ---t �Sz�F�!i8e4 1 - a II Cid 4`13 `3 J 5� j55 - � =+1 WOW s r P ll�l VOLUM CONTROL REA11C2 pnpu6 'I 3 1.044 ► Storage 1.53111. 4' dos �0_ `i 1 me Provided = 0.75$ Ac -Ft DOM (4.01 0 CI I It I' olu �PVC.. Diana. Required f° 0.750 Ac e O2 I I ill .. 1 -Ft 11 1 a arin5.9.10� �Ir r i.. ItYRI } r !! IOm.p.10 9- M.S.nteel j COMM 61445 Or614450r026p =5.p--� _. n+11 minim axgra p7 5.r., mm' 037 Mp.Tb '.�I •` _ II ( formaM4550tG 1.0211011191 �� t 1 c a Mrrd.p � Ai M-T� M'_ `.\ GAM 24` /:1.I-� i =1 , - &F ► , �� l■ 0.037.011 \wa7� °3615. / ' 6� A��^ ii �� -. _I� Inv COM ma panIne IIM NM1 Zig MI 01.1064464 Mean 000470 1,. .a�l --.1.�--�� I, _ ` 4111. a MIMEO ' 'i501121 '� ' I .��: ,r`6� `■ R 5.53 or � l 0 i �. � �1 !�• / 7 9153203 \� 1 I II .�� II 1 11 I= A MOW . \ 1 NM Imil a ti UMI 12 I 01-113.30 FM M°�'° Z --, M M """ VOLUME CONTROL SUMMARY a 4 Mfg 6 o 0.nelm , II 10 o Existing impervious = 2.97 Ac. • R. MOa?E lN= M.•• �II 41141-2006 1 Proposed Impervious - 224 Ac. .. ^ ail (' M ,: � .\r • Impervious Reduction = 24.6% a E g �J I23l 91 1. r - ` `� 16iLek r 25111 zi t Required Volume W e 0E52400I r �� : CITY OF DES PLAINES 1420 Miler SUNK Dea Plaine., 1L80018 Tel: 847-581.5800 OWNER,' DEVELOPER: Lmdnglon Hone. 1731 Marney Street Suite 200 Chiaego, IL 80814 Tel; 773-360.0300 PREPARED BY: Hooper Engineering LLO Illinois Prof. Dealgl Firm 8184008152 1304 N. Plum Grove Road Schaumburg, IL 50173 Tab 847-394-4000 Fa 847-804-0508 wxw.heegerenoenei ng.wm LAND PLANNER JEN Lend LLC P.O. Bot 4897 Oak Park, IL 60804 Tel: 708-8484350 ARCHITECT B85 Demon 1040 E. Dundee Road, 5uha 310 Palatine, IL 50074 1.1:847-705-2200 LANDSCAPE ARCHITECT Kroastad Land Design Limited 018 Pembrook CouL N. Cryalal Lake, IL 00014 Tel:815.52&1511 TRAFFIC CONSULTANT KLOA. Inc. 8575 W. Higgins Road Rosemont IL.80018 TN: 847-513-9680 SNa Benchmark CP 8204 (See Survey) Deurip6or: Cron Notch Elevation; 540.88 NAVD 88 (Geoid 12A) 0 Know what's below. CaII before you dig. sob 01511 etksl48 heua. °. 00 8.40.1140.40 0da.. Won you dg. LEXINGTON POINTE STORM WATER POLLUTION PREVENTION PLAN SECTION 20 TOWNSHIP 41 NORTH RANGE 12 EAST 783 - 841 LEE STREET, DES PLAINES, ILLINOIS COOK COUNTY LOCATION MAP w r� 140. EC1 EC2 EC3 EC4 INDEX TO STORM. WATER POLLUTION PREVEN110N PLAN SHEETS �\ DESCRIPTION VONT TIRE SHEET 5WPPP OENERAL NOTES AND SPECIFICATIONS STORM WATER P01UI10N PREVENTION PLAN (SWPPP} SWPPPTYPICAL DETAILS 1-1-10 W 2 9 ¢ 0 ICC 12 I = — f E Pmj tMarwger: JDT Engineer. PAC Dole: 01/22/2016 Prejed Near 14-168 t Shad EC1 /ECA 1 8 Page 24 of 121 Sbmwvter Palates Pr vrltw Pis Thio plan him hen depend b comply with the puritans of the NPDE* Pent Number ILR10� Mooed by be lands Enxmnmenml Predation Agway f0 dorm water dI.ohargea from C ell:Mon Site Aemtb.. I o.My order penalty of law that this document and en etledvnenh were prepared under my Mean 0 =pennon In.eoord•noe with . warn 4.00,10 a norm tut quailed pnaohnd pmpeiy datlmmd and canted the Infoeniti.0 submitted. Based on my Maury of the parrs or mons who memo the velem, or those persons ae.ty monad ter gathering to Folkston, to Inflmnetlon submitted Is, to the het of my bwMedge and beam, nue. swede and compote. I an ware Ota/ Then en peN0101 psalm. far eu*m1tinp fans bdonn0lon, inducting e1. penalty of fine and Imprisonment Is Mewing M00000. Omer. Nan. Simian TBh Da'. NwrdFanlEblpeny 1. 81b Dwodpeon: A.The fallowing le. dedpt.0 ofthe project location: The project a yoked adjacent to Lee 8ae18 Ceder Street between Petite Menne 10 Err Tooker Mat In De. Plhe@, IL, h 0aolbn 20, Toeneht 41 Norm. Range 12 E..0.1 in Look County, Mak (See Laudon Map an 7N. Sheet for additional Inkno len). B .The following 1.a description t to Donetr Ain arch y wade is the .hj•dofthe Iden: Construction of mu0I-11mIy bonhomie with psenml end Bleared elpendon to provide site mss red mated impediments to uNN.s int/ding .0rm mad, sardary sear, End wale mar. C.The blowag is a dee11710 of the Intended eskes of major .alias which 011 daw111 101s for major portant 01the contr.: ton s1, such e•Orubbhg, secevaan and grading: End pheeh r .0d sequencing hes yet to in dtetaed. Generaly, tate w11 be removed n mond, end then daring and ganga MI oomr. Neal ran weekly 1111 common= for the building ped and perking anon. Then the underground W1Nes wt1 be m 000101. Finally. 111 lollop., parking Ida et.. wit be opamlcbd, Slowed by the Insa0Oon a dld.eping. D .The bbl area of the mr,Nuotbn 0110 I. eSmated 00 be w1leudmetelyd 8.5 7000 E The faloern n • weighted average of the nn11f maiden for this poppet eller construction stele. e re completed: The moghted runoff srmawt mho completion tell ocnNu.,. mantle. is epproxdaay 0,77, F. The famine is a desrpeen of the eon types found el to peJ0ol els followed by inaneeon repealing yu0erodely: P lea= r.ferb tie memento! spa 7leprlled by Tsang Service Cerpndbn. dated 01/062016. G.Tbe foll0dng a • deeclip00l of palet t:1y ends sows •aeeel1ed with this mkt Areas with skis elopes 1xmlding 3:1 aped Although slops In was d E:1 •b n1 proposed, the Connoter Nell monitor the Sdrbpes al the ddsaqy hen dam the south and of the properly end provide efallation edorpefeotion s nowway. H.The 101.0409 e. description of rdl dlNah1 a10100, nab leca00ne. end 016 Emma fedora no. ateone of atom length of Lapse. sok Th. el ditubng eo1Mtlea wnelsn of grading end general Itn+mobe improvements over the e ntire ate. The Contactor shell be responsible for m/nbwng ell di0Wbrdo. wit* he elle, end shall pmts @ell acne meas 1a needed. I. See the .resbnwntrd pans end/or Melones pans for this rennet furInfen.Ibn regarding donate pawns, eppro date elope entlep ted beton end as mayor grading madam Soaps where ✓ ehicle. enter or exit the elle and Barba! to penal aflalle sedan baking 4o be added eller conm•aor 141nMe !wand), areas d set distueene, the loons d moor s0uPure and , onahu0eyel controls IdentOd In the pan. the bollen tees when .uhllalon practise ora e xpected to NSW ar1s01• Weer. 10dudingi wenn.* ed bc•Iona where atom wear fa dhmh.p.d to mean Water Inddbg aa.nde. J. The following to a In a raee0ng wady) and the ultimate receiving w.1H•), end soil anent of wee.nd anises el the dib. The loons of to e0eMp war. en be bud on the erosion end Pediment control plans The deed mangy water le the Dab PLines hwe. K.The following' pot ante of concern d1be undated with this mon d:ton plaint Boll eedlmnl and dud, end emt'aan ofPandas pavement N . Embalm: This section 01 to elk leasee the contra the PPI he Implemenld for each t the mop wseuelm whine d.00 th•d in LC. •biros end to all se err., bona alae, and web abs. F0 each meds a awned, the enactor WTI lie responebfi for 1 dp0nenbtlon es Ind0404. The can eror doll provide to me resident engineer • pi.. for me dplemen1on at the 1nea.ureu S eated. Th. conne0, end abmntraams, d1 PIN M rsald@nt ...Ora, of .nig Preped None.., otntenen0e, orm0gemrls to hop contraction eolbes compact with the permit. E.ah fah oonnlar hestoned to nand certification n foams whIN aA dished bend are • pert of. the pan: A.Efebn end Sediment Canaan 1.010000101 Pecten: Provided below la a deeor1p on of Interim end permanent Mobilization praeaa, including sib keno ahodulh0 of the 0Olenenala MINI prance.. She pins sus the eating vegeatlen Is Preeened who et1ine*e and datumed portions 0r the an 011 be debited. SWdn/an motion Iey Solna bre se not limited lex bmPoreny seam, con anent ...01nq, makhi g. gamfexl1en nd4np. vegaath r bu8ar .Hon Proamlon of nes, emanation ef mature wgen ts, and other appropriate mama Exempts padded betew lI(A)(1)(e) •n10 MAIM). etu61a00 o Inman Nell be initialed a. sten as p1atra6te W portion M the eh wham construction •drool•. has 0mprerly or p.enaenny ceeed, but W n0 one ore then 7 deo alter the 0.0ehme n •aily in that portion of to silo has tampoedly or pemenerdy Naas on .1 distend d porton. of the site whom mnOW soon will not doer f0 e period Of 14 or more dads deo. a. Where the haelbn of sbh±akeh manes by 111 M day .ler eenenebm sadly Spark or permanently ewes ie precluded by snow ear, e10hli allnn manures Nell be initialed se son me packable 111alr. Th. following B1bilatlon Peelbs wit be weed ter this project Temporary land & seeding, pmane01 .eeln9.e• sown on the Plena Deaths how the Stalhafon Prances Haled Wove 11l be aimed: Sed a blanket 9r Sian Wider Pollution Psvenan (8WPP) Plan. B1*PP Pan Nall n marked es neoe.aery by the Connabr doing goad/Won to want anment tram loNg the e1 or owning the TWO. dap ewe. 2.e1nuebml Pm10,.. Prodded belay le e cannon a structural patio. that .01 he implemented, to the degree ash•Me. to divert 10ao from exposed tab, don flaws or Sawa Ida 0.107.0 the dinned. of Fairish hem .wand areas of M sib. Such prances may Include but an not limited b: pelmets arson banter, act Olen ening. ma ment bap, Mole pawn shako drain., pps dope *mina level spreaders, dorm drum hat pralmin. rock 0ue1 p0 0n, raison sail pbintrn sahmk gebfent and temporary or per anent .docent nein The IneW htlon of these deem may ted eu*jea le dean 404 of the Mean War AOL The fallowing Structural Mann MI he used for rile project Perimeter e,ebn contra (an haw Describe how th. Shooters! Patties listed nos will he dined: M. Sen Water 7nlutlon Pnwntlon 4SWPP) Pen. WIPP Plan Net he modified as necesary by the Gonna., eking mndbedbn to prevent .edamt from l0vag the tie or entering the Met. wetland.. 9.8001,0 Water Manmenwlt Prodded below a • deed7WO of morons that will be hake doting the mnaueen promos 10 control plut.0In emrtn water d1MNgee rot will war alts 1Ondhud ion operations hes ben completed The Intention of there devices melt he aged a Seo0.0 404 of Its Clean Wats Al . Such pmolba miry Include but re net Milk le .ton also detention structures (Welding we ponds), form water reterdon Masa, flex attention by se of open ..paled sales •d netud depeedane, Inlm.00n of nation site. end ®qusmel span (which combine moral prambea} The sada. selected for hnplemsrbtbn wars determined on the bads of to 10hnleel g dd•no. h webers 608 (Erodpl red Seddon Conha) In Chapter 60 (L.ndecepe Ogden and Emden Control) of the 11h01. Coprense of TrennalitIen Buren of Design and Environment Mane!. B prance. alar tlun Ihce discussed in Stelae 608 aro Woad for Imp1mentalco ort practice. re Reeled to Munk. 1Rerenl from rope anad In Sect0, 60-0. the technical bads for such deaden. llbe ephbhed below. b. Velocity 0100p0000 dean will be piece etdekko Icahn and .tip the length of any pan channel as necessary to preddn • 11.Rentel10 velocity low from the ade0re 10 e wader mune 10 lel the nabr' phyte1 mind paladin! chrecbnl.&. and haloes an mahained end protected (Ns maMelene of hyd0dogio conditions ouch as the hyd.oprbd e nd hydledyramla peen prior to the in1Oe10, of constructors whitish Description et Sian Water Mene1ment Cohn* Inaele0en t • storm rower eystem. All Mete 011 be probated with tl bans. 4.000.1 C0111na1 M. Sahke Endres End Eve - 81101lod 0010•000001:111 010100l and axe mud be enaauoled to prevent Maklnp tedkneme ante midway.. The canl.011,1011 protide the indent engineer with • yntllen pan Identifying the Swan 01 .baled enlistees and ale end the monks (a)he wg use to sand ren maintain lam. b. Menta 0.10,0y, Biome. and Use -The Mowing BMPs Mot be implemented b Irmo prevent diatom.. acanners mate/MI5 diming Slimy, Mono. ed 0e: • All preducte desired tote. plod as must be pap !dieted. • Wets hat Sipping containers and/or serol betters deg he used b eke hand took, amt/ poria. end mw =nnuctl , mania tel can be ceded by and. soh ea tent cans. shadh end please. • AsbregmmMahmenlhefty should be chosen for lamer Items sun .sdrums end lone Striped 0 doled on pale. Sudo abseil a b be °mored by • lin Dmf or Inge ansa of plane b p1.nn1 pederni0n from emlbm In lonLdwim the pesthole being atonal. • Loge time me0 s I1910 Banda 0tayn materiels ed lumber that be tan in the open he • general shame .lea Such 1n• ed@ Na be WIMP won wood block to minimae conk:loft stone war anelr. • 0 11 dea-op me1,si1 mark ee1,19 10.10 arab, an hanky of nelertela, end ✓ nrganvy wink numbers Pah be mab1lned end abed in tie desgneled eras and ✓ el Conaadar le o Warm Nerve employee and the resident spar mete boasted. O . Sooleple M•nmemert - BMPe skit he implemsded b reduce or amine phew of farm war hem 110007llee of eel ed paving nederita such s bet nal !kited le poniard cement concrete mode. lank candela .0Ph.11 casae 'Able. aggregate nark mgnws% rob hese, 0010 p s-ml0d aenneeaa. The blowing MAN may be oeneldered: Fulmar Erosion Bawler Temporary Searing Temporary Mulch Paan Cows Sol! Binders Moron Drtn Ink Praeeon The sends MI p1dde the etdenl engines with a written plan at m. pro.edures (•)he 01 use an the pmjatend howtluy all he melnWned. d. Wade D19N/. No manilla, Wilding bu74ng meark d, Mao ke discharged Inco Ween of to Bente. exoep11.s mot :and by a Seton 404 permit . . The provident of this. plan N.1 encore and demonstrate coward' ora, apploMe Sale anNor ion wade doped, annoy ave 1 seek sant regulation.. 9. The centrals Nal pnevde • written end 8npho pan b the redden alphas identifying where ash ofthe above oral will be tweed end hew they ere to be managed. B. Approved Baa or Load Lase 1110 mem0,merd patine control. and pelsions waded In Vile pan 1011 be In .0asdsnce with ID07 epedll0a.0a whad, en at lead n pends es the eguiernele 101111nd In the MAhule E,lrenmenl•I Pmtxtlon Agero1L Mable Urban Memel, 1005. Precedula •nd r.guimmena seated in apo=be gamed end erosion els Man, Cr arm wear nene0emenl Pens approved by heel dales Na n dedi1ed 1 hmrpead by infants to the spam pavNed below. Requiren11 .pdf ed h eOdent *•W minion she pans, alto pent, storm water menmaman an pas or ole hanks Improved by bast dficka the! are mphbble le protan0 norms wear resume are. upon gamin! of en NCI. to n muthorbeed to d1dherge under psIt ILR101nwrporated by storm and me 1Amoeb0 under this esmt event they e re not 1ed0ely tohd0'n IFP pled. Description of procedures and requk.meds specified h 771101 le .rimed rd elelen site pans or tamp water mrafment pone append by 100.1.700.: Bee Venn Wear Pollution Prevents (S.PP) glen. 610/PP Plan etre be floated a. n.cenary by the Confines cluing mn1urtbn 90 pawd named horn IesvtrN the .1111 or ederhg the otee dorm ewe. IILM.leMane : The Mowing is • d..nipes of prooeduns tat d! be used to =Stein, In good ed effective operating codlens, the 00e100n, emdm, and sediment control Ina na and oho protective measures identified in Me pa,. The meant engineer will provide mebd,anee guides 10 21. .,6aobr for the pedbes madded with Mbpofat RI MUM ars doll be graded to keep renewed sediment an-,Ul to be 910.1011 swan pueblo. Site .hell be ended In each • 00009 to Oink nail to dorm amens with sbha!U Inlet protection. Cannon. kh.0 melna1, replete aeen, and add additional merited s needed during the progression ofcenhudbn to posed salmon% choir, asam trate the era. N. Inspections: Ouemled p.ennel Sal Imps/ di0Nd rods of the w1heln .l which have n1 yet been hay atalad, a01ur•1 cantor means, and bums where MPS. end equpment enter ed rtll to de. Such inspectors dell be conducted et best one eve? seven (7) calendar days and talk 24 horn of the end of. don that is 0.5 h0ea 0 peak oreguiwleM 1oodle1. ADb.urbed Inas. use ream (Omega of menial, sbc170ea mnch►e middenlw, bang, et:.), harrow aro o. end weal. dee SNI be mwehd for evidence 1.1 the plead for, patina entering the dekko sea sdan. Erosion re macre eentrol meammn. Identified in the pen Nell be Nerved to .nate that they en opening .areetiy. oie0hlee *Strom or pane that sae ea1sb1, .11011 ten inspected b eeertaa, whether radon control 1101110100.2 an endive In preventing egn1ed Impede to mating atom Lotloes Where vehicles enter co al the da Sall be Swegln for 0010 m o f as sediment booking. Et.Masd an the remits of 21. apnea the description of panel pdiutent eour0 1 Manned el anon I e1o0e and p0171on p1e0M.0 aurone INntlled h ween 0 above Ma be mind es e ppropri.te ae BOOM r preamble .00r mese 6gpeetlon. My chew= b role Pan mulling tam the mquhed kippered Sell be implemented within 15 hod, b 1 mask band on the urgency of to d onation The resident engineer will notify to 0onte ter el the gree required to Implement rein adipo, tough the weeMy hwa0tlon ..port. C.A report emmari0ng the seep of the Inspection, n.me(s) and quelifi=1pne of p.pnnel making to I..peomn, the Oaks) of to adpee700. wilco abee.a0.0d miring to the mprenen1tion a fila dorm weer plash pnwenon Men, and .pans Sinn h amr0eree nth noon IV(B) shell he made and talo non Who pen ler et!rat three (8) yam air the aka of the inspection. The report Na be signed in novenae AS Pae VI. G rota tenon pat. 12.2 any Octaten of the provisions of OP pan is !dentinal dump the candid of the Nlehllal.0 weak covered 6y title pan, to added engineer nh.11 nely the •preprlate EPA WM Coonan Section atm by smell et •0..e11r0100mp1llWd.9av, telephone or fox whin 24 sun of the Inoinnt The 1.14ent Engineer aht1 ten complete and shark an 9muldence of Npmmnpf6,0.' (IDN) report for t1 tdentNed M/.lion nein 5 deys of to Incident The ardent engineer ehe1 use fen. provided by to 1110041 Enlranmenlel Pr0tnlbn Money en Sell Mule spode 100.001.0 on the ceun of noneomp0ame, actions whbh mom Wan 10 prevent any San earns of ranmmplien=, end e staamen deleting u7 en*onmenal Insect Which only has rested ins the mnecmpancs. Ply weds . noompanoe shell be agreed by • reported. adtdy In eeorden0 rttl0 Pd VI. 0 of Me gored mann. The Indden= of NN-C0mplww sal be meed to the following dank Illinois EnWmmonal Protection Agency 01111.0 01 Web, Pollution Control Alm: Campion= Asurenoe Balled 1021 Norm Grand Ent Pm! ORlee Box 10278 Spengrield.llh01. 82709,0278 Viten-Blom Water Obohagel Exempt for flows kora Poe 1gi1tln0 108010.0, Panne at nonnerlh war that is combined with dorm Dan dadvrys esemalded w11 to Indu11.1 aevhy Wrenn In this plan mum be described h.od. Appmprlete polN00, pe1nen metra, 0* 4114614 6.lmv, 0111 be Insloanted for the nerd s weer component(*) of the dianorge. ASpUI Prevention and Cobol - BMPs t111 be mpbm.Md to mn1tn nor can -op solo and prevent melon, elabarge to the sono dab system. The mnbeebr shat produce • written pan trading how hider opmpsny tin prevent re Per . and deal up plb and pmwde a copy to all of haler employees and Bre added engineer. TO. candor •h•0 notify all of Neter ampfeye0 en BM patter proems! far epdng sidle. The embeds adl notify the aided anodes of any 17111, immediately. 0.Comnb 1.014011 and Wuhn. Ware - The %loxam BMP• shell be Implemented et control redduel concrete, ccnee10 e0dwda, and Anse wear: • T.mprary Concrete W.000I Fdtl.. eaU be 1.0.60014 for rinsing al antra trucks. Signe Mall be Walled dwdh9 eoncree truck driven where 0elented w•chat fealties •re 1001110. • The dentr•t1 SNI have the been d moony agnate wawat bales wound by the redden smorr. • All tempary o0wra1 ashore fatties •s b be amain by the contracts after sae use end d soils mut be reported to the reddent engineer and da•ned up Immedetoly. • Concrete ante 004N90da Me11 be deposed of properly. C.LNler tenagement - A piper numbs of Smears she➢ be provided on she to handle debris and Icor auooaed with to project The Gonad a respenabll far.1o01ng hleder emP10yer pec. ell Otter including laming tent wn., sada can, fond wrapped, wood fent. marking 0bm, construction shim, end all other connexion m1ad Mark the proper dumped.. D.Vehide end Equipment Clean, - Vel des end equipment are b be cleaned In dergnr 4 Erne eny, 7111•nbiydTt0 E.VeNcle•nd Equipment Flelig -Av riey t BMP@ cen be implemented help Nabil of vehicle. and equipment b prevent pdbton. The senator Nell inform the ended engineer se to Which MMPs rill he used an 01 71We010 The contents SA Mon the nosiest engineer hew (s)he d1 be itsrm1,0 haler employees m mese BMPs 0.. Lena, ben6p, aa.} Betray ere • be °temples 01 Nen BMPa ConbtnmeM Spill Prevention end Coned Ue d Ddp Pans end Absorbent. Automatic Blot-171Thi001.. Topping OE Re atrlon.0. Luk Inspection end Repair F. Vehlde ■ d Equipment MlIntenaw - On sit ordnance mot be esrfa reed In wooden= with ell enkon llenisi Ism nob .. prop@r sb.ga and no ample dale anginal 0 other tads on son. YI.Fallun to ComeNt Falun b comply with any eraMk0n a thh Son Wets Pdb1Oon Prevention P10 w11 real In the knpamenw.0 a en Ereebn and Sedhed Content Deficiency Dadu.1on against fie comate, Ends pane under the NPOES pemtl which cal be passed 01 the annd8or, SUPPLEMENTARY EROSION CONTROL NOTES 1. Prior b 00000000117710780007010100,,, on Mee that wit ultimately remit in the dbbnberae of ane(1)toe or mom, be Cplh..11o, shag be mepmWNe for abbh►g acopy of the none coverage letter and the EPA Notional Polhrlard Diceleares EOmirman Spa (NPDES) Odra! Perrot IIR10 flour the Owns. The Rorer together alarm nth the Contractor and/or o bis .nn.. Bea deaignaled by the Owns, abet be reepnable ter smearing that e0 the requitement. of the Gonad Pena and the Morin Wats Pennon Prsndon Plan (SWPPP) trsdudhe but not San le the *1.1letian, m.lrlenene es well s the inall,Oan ef any additional mam10e neeeesery ht 1170 n requited. end lupe6on• of the et soden and 1dme11 control mass.= BE well in mnplalb9 .11 of to mortuary applkale lnrtltl0lbns. reports, bps, et. Separations era revolted to be prfsmad u lent ane every seven (7) caner drys and within 24 hours of the .0d of • <b.0 event d 0.5 Inches of rein (or equivalent w1>efel) or gm.11. Th. SWPP7 and el the asked 7.perwam shall be kept 11..111 end be •g•ntend end ready for Sam. 2. Col codon mad m•amws Mw b be ratan prier to any demolition. earth meets .cites or ether 4,0001.000. a. Contras to 0,161101, a temporary Wand mn.m101.0 etrenee s all se Instal an perimeter/ening prior 00 the dart of enyt.erlg or imam antra 4 Temporary gravel ealtlad oondruclan entrees Not be madden, •dbaad, •ndbr monads 0eeerwy to proved mud end other debts from berm baled rob edlaen11 public readn•y . My mud a ethr 10.00a that b beaked 0190 • public led shall he popedy rued es soon as medal, leu! bate the end teach widen day. 8. Dialotbod seas .110 be Mobilized by ending wild, am (7) 1.1114.1 drys of ha mnpleeon m diebabance. t mn*111000 eddy on a portion of the Eta t. to mamma aim 100±0.0 (14)) slender drys of the end of the a.41116ene, Ian e1S06atw seaman do not have to be Initiate on that portion ase oh by the 711 rimy after to eaupletl011 of act dlenbane. Ane. Mm dope 2H:1V or gawk Mall les ,1161100 with erosion oen0ol Henkel or and h addles to seeding. 8. The Conn.br 41.11 preside adequate panning end mpnabn dural. the p0gs1 mnehbtron pdd for aeplemetbm wrd6Nct0n methods. preens ad dead prcodueszereaa7 to maven wok pollution end control elude. 7. No "chant or debris aa1 be allowed to enter the .Ream .term sewer Bohm or tow OS -,Re. • All 1mps.ry end permeant erosion and *anan10lon control 10 area wall be e1010hed, rehired enmean a 1 meawary' b mune anender. orf me. *1 mquinld, a designebd union add inspects nal Inspect! ell mesas nem wok (7) =lender d.ys, or welt. Monty -four (24) hove of• 0S-1neh rain .nem 0 guhe1m eowfel( end report was tam me In nent01np1lence. Ctenele, be Conblobrsalt be roapnnale Porth. hweeen as wet as melnlanmoe of en 10..es. ed kat/ be mired to to ted. of Fedet. Stele, end loon raqu7enlena D. All temporary ero1on and sdmenann control bn•medi re to remain In phone 4M be aelbrdng 0111 sael d eb r:nom Mar fid 0116a1en. 8e Conh.clor le to know ed properly depose a ell moan and alimentation 0leleure according to Juledb90rdl Annoy requa.mana within miry (3D) drys Al darned errs 0 trapped sedan Int mocautaahom rt mimes anti be pemlmen09110611nd. 10. Topesh eactpin SNI not be basad In goad pane sees co b00001 protecting wetland., or atm ofthe Urged Sates or County. Sbg1Plles shell ha protected sem moan by Mailing N R fence around the prdeler of the .aglep1le). Sbdgll...hat be ended xdlhh man (7) 110ndedOye ocmpae.0. 11. O dancing where m and, •djoinbg propenes ed 1ad17g1 Sonora eta be proaoted ham .rooted. Dadlegsa 101.11 be word trough en ninths .edmenl control nrn o Ile.. sedment Trp, wawa Seat, or oar appmphb mems). 12. Edna cake shot be taken by the 000b for to prevent emsbn mid anion during enNudan. The Gonads dull thwart etch basin and can out t neee.ry. The contractor NO ue dnmebn coned fence elan in plea b p1on1 dale of. drawee shams. 13. Ta Contracts kali entree 1ponabl117 f0 inland= 1 11 B01 erad0l end rdmenben cantrd mane dump end miter censrudon. However, the Cmbadbr 180 not bender Nae imposail7 for the purpose 01 meintennce until troy have a,mpeted with the Pon End u,l they have reselyed Orval Inspedbn end ppmvel from 110 Juridaenn•1 Agency ordolClllted .1401 0011001 hepsbr end a Nose . Tannin as been Sd (NOT). 14. The work MNIeeneaey follow he following typed Cona1m000 Sequencing: e . Instelletlon of the sl melon and Whoa cabal (1101100) memo. •1. Selective 10111pn mops/ for 1Ufene 'natation e2 3111 tmheaIeon e.4 9101.0014 contemn, mance 0. Tee removal when neoteny O . Strip Ad.0dee bring and mine grade beat d. Temporarily MOM= town etookpe.(and and MR Zenelrmnd be of dope) e. Consbma0 01 dorm mew want red other o67401, *long with associated Inlet poaotlon 1. Temporary 1.6lmuon of ta.91a1 have reached temporary gene g . BUMing .0nstruche h. Parking lotene0utlnn P,mnenen11 alike she with tonal, srdedbanket J. Remove all 1nlpuey SE/20 menses e0er the site Ie alabnlad with vege1tllln Owner/Conine:r Cakes:go . etetrwat Tho mdron..ldw.ww le ped alts Slam Wal Ptd1 Prank Pbe a Skins -Om Pad panedhe00daem with nbroom imnhe Penn ht.. UM_ band by Me Mede E.dnmu1 Pewdcn Rome 1 node max ono* of he t.11 unaamud N. 1a311 d d0 cant Nand Scat Erma. Balkan Cyan INp0E8) tam Pa me os:haseeenm won mons1 lleren sewith Yawn soh an teevmludnn.i. Norm.' 010.1 In •Eldifen. I Bey. 0.4.0110, -_-- ell OF m• 1d=,1e sed r.elmrm •bed In 11. 0101, War POsbe 7,ewlinn Pen on zoom nomood enl•d:111.1 pmr1111 N doom.106a moiled to be In compar.. db nae 11.111E1 ed Som Wder Pollution p,n•nw, Num. wgpwrid• 1ao011y updeW b wr. dmrnoau e0re11, Mao rd6 pie MEM dFwaLTgpery rdyrer The Ower. ed d Codndn70 end 1,d,I0a0edm1 p•dm0Iw 00 n to Poe raw rapInd b 11011 a elan ...WI Cermte1i.n below. Thed.n.d Cal1w1hn •nW hem mateamdn Inas mon t.OWPPP. Z Jtr▪ i az z®2 1077 11 g U 0 n cert gr. 1-z 0 >71r i8 U ..I Z U L d x . W a. d � Project Nonagon 1 D T Ingin1er: PAC O Doh: 01/27/2016 Project No. 14-160 Sh.wi EC2/may 1 r 2N. rr1nnert±,,....amm Page 25 of 121 ck_ P B1e. 4 .1 PiYumn.w P.venont Con[. Wolk Cor. Apron Olt FF.639.56 ///4//// '////✓, Cane Walk FF.660.34 Cone Porch Un1M1•uhll end Roln.6r.m1- x..a.dI0MOW rprWork M awCumw6. PNu.unoas'Pay.m.nl T. Nth C.nr-Wolk s.. Con.. W.kk 0 dm II ekd C;.r 9 s 1 Prick}, [elan L. T. _( r>,e.rrr yl I , 52 MIa9In F.nw Prior 9.6R• n0.eurMno• Cone. WMk Canr. w.0 Cullum ff. 39-13 2 O LEGEND Stabilized Construction Entrance Temporary Stockpile Location Standard Seed & Blanket • 6" Topsoil (min.) • IDOT Seed Mixture 2A • North American Green DS75 Blanket I..__._... Topsoil &Sod • 6" Topsoil (min.) • Sod Silt Fence Inlet Fitter Basket or Coir Roll 4 (Use Baskets for Structures In Pavement and Colr Rolls for Structures in Grass) 0 Wood P.n.. 19.9.168 F..0. r......-190.168 Marta all. Ce•drWno. Top.mll & 6•d 9.8.9.6 Arna within FLOW. Topa 89.6 0Mhniree Aro Met R.O.w. 3SWl9..dd Wmhu.lon E31kan. Bituminous Pavement Cone Apron Cone. W.0. -•Can.. A0,.n .17 riMe. Cone Wolk J Weed Paumin•u. Pa..m.nr_ . 0 .ks i A 113100 SarM: 1' a 20 9.r GJe 1-6.1111 mea ail ZEE EE511-1 i 1 62▪ 41• : U U x Prwj•pt Mang•*. 1 0 T Engineer: PAC Dale: 01/22/2016 j Pinion! Pie. 14-168 SI £h.•1 EC3/EGL 1 ",tea Page 26 of 121 6k 1 µ1R -!NON OCAZ e.&low PC•um won •na,r11111171 Kos Ma ROM an•wm. ID ?WI if GA .R011O 1.41114 N.ICIAN C.ptnc UMW 05MM WHO Mr n iMAL i0a10N8 s sn1.1l. UMW TEMPORARY CONSTRUCTION ENTRANCE !rd peP NIGG� y� w.s rlalOi..Iel r.•r. QQ�y �JRUCTION ENTRANCE SUPPLEMENTAL WASH RAC(( CATCH BASIN —Oi31T OIL STOPS r.Y.:. 1111 •w..N 400,4 hoW.Ini, ANL. kW.. NAY AN 4111, 4. 48 Rp ewe! /24.11[ GCT N.1 A• N1r 18py.�..�.�.0 •I 01. 0l.! howl. 1114[1• • 01111. ° a 01rwM� 12 00 • rA 11Ar n•...� 1Npr Rom, • •0 NAN e . w.. a Ona.. ie0 rMw F • 1:a.r. 01011061M1 r r 4w. .a1.1. 1 wyw Iris • 1•1.' a•••1 104•001. *WI 1. 04.11•141. ao=44lr•.w.004414012.1. Weis r.•. TYPICAL SOIL PROTECTION CHART w I+m.a.a y01f®LL 'l.I& L=Ar•at..rram• as • IYWAi.L.O�.i AO •In - AMP Mi• .4 MI 410 wIMl.M1WM °IrTmitqA1f.:Ar• ?Aug' 11101 •14644 M.aa ere. MAIL A ga •. w°Y�w101PWE Wm le o. FAMEWM NS • seuiiima ,T•r.1.r..rr.arrtzrat. �i...' •- 1.� .y = =• e11. iniZreidallaralM. m••• MUM • .1.•erar n =Ya.. /.1.011.11••••/.1.011.11••••11Me••11M 1. S1•.LTJENCE INSTALLATION DETAIL :=.•11 n "1°11:,0. r e•�'•'WaMOWewiireri.•a w. .e.rm1ME. omcot wu 11Ca er= Ertl M.4wWale 1 .1.11.11 W ra!!.w MEM 041 AIWA T Marine M a=t' • waw MWEEV CONCR€TE WASHSUT yaral "• OUTLET TO FLAT AREA PIPE OUTLET TO CHAN R 00 ARV .... .1.11. 41.111, NEI • Wee 14.01 a.r;rl�r.a C2IR3911- KIWI IN U -E',89-1021 Fe -W Si DEGOIDENDNIS WOW m.. w.1M...(8 °'`r— 414 fR0 00. 1•• r e8 R .e M rR1 w� r 4 . 8 KS .•R. . • r 4e wow. W ..•a to 111[1 m.•:: 1-3 3 .................. J _ 55. 5=5 5 (?+ N. ...511:41714, 11111111111111 uv Re.` zommurs 1111111111111111111.11111111. 111111111111 111111111111111111111111116. CEN Fire Truck Driving Legend Centerline Front Wheel Path Rear Wheel Path Body Extents feet Width : 8.17 Track : 8.17 Lock to Lock Time : 3.0 Steering Angle : 45.0 47.17 rA ffvrj, mAvffxrAyAkv 12.08 24.00 Des Plaines Ladder Truck 2016 F,eNome'N°, i tfaclrir est t,,a- Hwy NORTH 0 40 Scale: 1" = 40' LL. www.haegerengineering.com z W z° zag >< Na LU Qo J Project Manager: J D T Engineer: D J V Date: 06/03/2016 Project No. 14-168 Sheet 1 /1 0 Page 28 of 121 Unit 530 Front Elevation Assembly 1111Y,:0* Lexington Homes baildsifipticom Attachment 2 Unit 510 A Unit 530 INT Character Elevations Unit 510 B Unit 520 END Lexington Pointe Lee Street, Des Plaines, IL 10-16-2015 BSB elot5osamoki. DESIGN Page 29 of 121 Lexington Homes Unit 530 Left Elevation Assembly - Typical Attachment 2 Character Elevations Unit 520 Right Elevation Assembly - Typical SCALE. 14'=r-0' Lexington Pointe Lee Street, Des Plaines, ILF- 10-16-2015 BSB 0101SSaaDOWIAMs DESIGN Page 30 of 121 L 'LJ l .s`. ! 1111 t1 iii]�eY,77 0 �� i 1111 a lllll°III'I. . 11+i�i I1 1;131 IY rs�Y LJ1LJ . LJi.r..J. ! ❑❑❑❑❑❑❑ a j ®❑❑❑❑❑❑U nnm mn I�■I_� • I mislalmliolmui nnnnn�i Unit 510 B Unit 520 END Rear Elevation Assembly $Ll1I : 1.1e' -I'-8' Lexington Homes Attachment 2 LIU ❑❑❑❑❑❑0 =❑❑❑❑ �--rnnrTl E!Ei mnnnm ❑❑❑❑❑❑D.. ❑❑ ❑❑❑QC7 nnnnnnn Unit 530 INT Character Elevations Unit 510 A Unit 530 Lexington Pointe Lee Street, Des Plaines, IL • 10-1&2015 BSB Page 3 of 121 D"IGN Lexington Homes Chicago, Illinois Attachment 2 O 2I'-3' �,+.fn.g5f'=fe+b -VH ,:Mrf:'MS'i-, y.f aeore cy _v 0.+04W+en epe. p'KY:.en�, Na,...: e�� +:K:.d6-an:L. ..vy_.,"ruVe..W'. ..gra imei �e-:q;y.•_v� <�... .. Unit 530 End I3' -r Unit 520 13'-46" 1-----'I �ss Unit 530 2i'-3" 1' Unit 520 End xr-jl " 84 -5" 4 -Unit Building Lower Floor Plan scale: 3/1r Building Assembly Lee Street Townhomes Des Plaines, IL 09-25-2014 BSB oemeesowgn,mc DES I{fl Page 32 of 121 Lexington Homes 21'-' 21'-3" Chicago, Mindsine Cr.ovvia r„vnraSok, *OM Nf mKtt•r*. OV8V1v ,nn ra: vv x. a /6flert CR�•yR LWgovvvtwv,i=itivily ztwylraranI I V gyp.aMw oadte ^:xtwn� aro 11k Ian �x..K:�r�rx art i,aniepu.pyn s/•H i r� Attachment 2 Unit 530 End i 19--r Unit 520 13'-4P2" • Unit 530 13'-e*` Unit 520 End 7431/2" 4 -Unit Building Main Floor Plan scale: 3/16' =1'-Q" Building Assembly Lee Street Townhomes Des Plaines,1L 09-25-2014 OEM BSB Oepgkrc, BSB DESIGN Page 33 of 121 Lexington Homes Chicago, Illinois Attachment 2 7 84 2r-6" 21'-3" 21'-3' 21'-,V, �. ICI -4" l0'-8" lOcef to -4" / 0© _Q , _ error,mn__ li •� i iiiii- O -. I EllIB"=i' ........ice 7 r 2 - li _ r� II 0.21 .mora i 1�t 1= '�� mom �.- wow •••••I 1 ___�.r.�_..___�_ .Imo- 1 mot � I 1 MINN UMW - � 1 ill I 111 it -- .P1 Unit 530 End 13°-7• `1'- Unit 520`� 13,44" x"'92' T-05" Unit 530 13"- " Unit 520 End 13'_7" 21'-62 21'-8' 2I'-3" 2C-6" 84-4' 4 -Unit Building Upper Floor Plan scale: 3116 =1'-d" Building Assembly 1 Lee Street Townhomes iL Des Plaines, IL 09-25-2014 BSB DESIGN Page 34 of 121 COM MB ONO% Ix, 104•-o• 23'-0- 2r-0° 20'-0° 21'-0" , Unit 510 Unit 530 r Unit 510 Unit 520 Building Type 1 - (5 Unit) Lower Floor Plan Assembly SeALEz *I -� Lexington Homes Attachment 2 Building Assembly r Lexington Pointe Lee Street, Des Plaines, IL 08-31-2015 BSB e2015[SBDail" Inc DESIGN Page 35 of 121 Lexington Homes Attachment 2 WOW Clifo Ioa°-O" 20"-0" 2;'-0" 20'-0° 2P-0" Building Type 1 - (5 Unit) Main Floor Plan Assembly Building Assembly Lexington Pointe Lee Street, Des Plaines, IL 08-31-2015 09015 MB Drip, Inc BSB DESIGN Page 36 of 121 Lexington Homes Attachment 2 bilidatsacorn 21'47 " 2.-0. n V-0° 20'-7 21La" Sultana Type 1 - (5 Unit) Upper Floor Plan Assembly SOLE. aWV • IW Building Assembly Lexington Pointe Lee Street, Des Plaines, IL 08-31-2015 02a+saeao.rV,,nc BSB DESIGN Page 37 of 121 Lexington Homes Chicago, Illinois Attachment 2 121'-3" 21'- 2P-3' 2C-3" 2V-3" 21"- , r , I r 1Ir 1 I I I !!ir J' J `\ \ rJ \ 3 Unit 530 End 131" 1- --I ----_i I I I Unit 520 i -r-b" 646" T -Eh" 2i'-3' Unit 530 21-3" Unit 520 13', 2.'-3" I------1 -----1 --r -, Unit 530 1'-4I 13 e'2" 21'-3" L Unit 530 End 13'-1" �1"`�" 6 -Unit Building Lower Floor Plan scale: 3/1 s" =1'-0' ,Mu 45.n ra I21-9" Building Assembly Lee Street Townhomes Des Plaines, IL 09-25-2014 BSB 11520I469Ba..i.>rc DESIGN Page 38 of 121 Lexington Homes Chicago, Illinois Attachment 2 12T-3" 21'-6" 21"-3" 21" - r L Unit 530 End 33`-T' 7" Unit 520 I3"-02" T- 1'- 21'-3' Unit 530 I Unit 520 13' -t6 - f 13'-4/2" T -day T+" V2` Unit 530 ikrA' 27'-3" Unit 530 INw1"__.. V-6" 121-D' 6 -Unit Building Main Floor Plan scale: 3116" =1'-O" X47 et0.9+44.1h' QdviMY'��awrva. We' a •M.:}.: ++S':Y=SSex _aw r,w `.S-e4+w.' ,.-r4i .4.. Vt++.+,K.x..+r;�. .•.: r•.re ,.s fcr' ••.:�•,;Ao .:"gin!•. n• Building Assembly Lee Street Townhomes Des Plaines, 11 09-25-2014 BSB WOW BBB CestAiro DESIGN Page 39 of 121 Lexington Homes Chicago, Illinois Attachment 2 Unit 530 End ��FF�� IY-T T-fiS" 21.-" Unit 520 21'3 Unit 530 2P-3" Unit 520 13'-4Z 21'-3" Unit 530 Unit 530 End 13'-T 21"-j4 21 3" 6 -Unit Building Upper Floor Plan scale: 3116" =1'-0" L Q P....I 5i"°Y•'Y!Y•'"YCnd'.vl�L nyy!r•a. +-yam,:Mru°i. •� e -x; +•f;!'la.':'.IYMte.s;v..,f'u cs .Qv IteS{Yp1614i :tl :'--Yh+'Ca°kl.: fl.' i.•f[kV' Ph:..r.l..:.. .� Building Assembly Lee Street Townhomes Des Plaines, IL 0,`` 111111.111111111 09-25-2014 BSB 450I4 apseDESIGN Page 40 of 121 GARAGE GCMG MECH xs • FLEX crr xa as L. -------- Unit 510 Lower Floor Plan SCM V4 ^_ Lexington Homes hObtfilimiteal Attachment 2 ERK RS BALCONY Iry 00 DINING aPt liras C LIVING GPF s�a ria Unit 510-A Main Floor Plan SCALE. V4 -- r- ' Unit Plans: 510 LALJN Er- owGa Unit 510-A Upper Floor Plan BCAE, IN '_ {'.o' Lee Street Townhomes Des Plaines, IL 08-31-2015 BSB 62(116.561W4r uc. DESIGN Page 41 of 121 Lexington Homes Attachment 2 • / s / I I ,f /f d1k. GARAGE WIG MECH FLEX CPT ere. eth - --------- _1 BALCOVY PORCH I Unit 520 Unit 520 Lower Floor Plan Main Floor Plan 5fdk.Le !M'SI-O' SCALE. the.V-Ce Unit Plans: 520 Unit 520 - A - (INTERIOR) Upper Floor Plan Lee Street Townhomes Des Plaines, IL 08-31-2015 0 15315 19:13 dim Int, BSB DESIGN Page 42 of 121 r - i ti GARAGE COVG ----------r -& L J Unit 530 Lower Floor Plan =At: I/4'4,0' Lexington Homes 611hEMignNet Attachment 2 BALCONY j1 LAUN C int DINING m co. f.1.4, Unit 530- Interior Condition Main Floor Plan KALE Unit Plans: 530 BR 2 ter ao Unit 530 - B » Interior Condition Upper Floor Plan SCALE L,'_r.O Lee Street Townhomes Des Plaines, IL 08-31-2015 48916 BBB Destk , Page 43 of 121 Attachment 2, Location Map - 783-841 Lee Street Prepared by Community and Economic Development Department: SM, October 20, 2014 Attachment 3 Page 44 of 121 783-841 Lee Street — Existing Church on property 783-841 Lee Street — Former Banquet Hall on property 783-841 Lee Street — View South on Lee St. from adjacent Bank 783-841 Lee Street — View North on Lee St. from adjacent Church Attachment 4 Page 45 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 23 NAYES: None 6. Address: ***MOTION CARRIED UNANIMOUSLY*** 783-841 Lee Street Case Number: 16 -037 -PUD -SUB A Final Planned Unit Development (PUD) is requested under Section 3.5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of 58 Townhomes on approximately 3.1 acres as the Lexington Pointe PUD with requested PUD exceptions from the R-4, Central Core Residential Zoning District standards for lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet, setbacks as small as 6 -feet (front yard) instead of not less than 12 -feet and 10 -feet (rear yard) instead of not less than 25 -feet; A Final Plat of Subdivision to create the Lexington Pointe Subdivision with 13 lots; PINs: 09 -20 -200 -011 -0000,09-20-200-012-0000,09-20-200-013-0000,09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000, 09-20-200-040-0000, 09-20-200-043-0000, 09-20-200-044-0000, 09-20-200-045-0000, 09-20-200-046-0000, 09-20-200-047-0000. Petitioner: Lexington Homes, 1731 Marcey Street, Suite 200, Chicago, IL 60614 Owner: Jim Moehling, 301 N. Bay, Lake Barrington, IL 60010 Chairman Szabo swore in Lawrence M. Freedman, Ash, Anos, Freedman & Logan, LLC, 77 West Washington, Suite 1211, Chicago, IL; Jay W. Cox, Project Manager, BSB Design, 1540 E. Dundee Road, Suite 310, Palatine, IL; Josh Terpstra, PE, Project Engineer, Haeger Engineering LLC, 1304 Plum Grove Road, Schaumburg, IL; Karl T. Krogstad, Pla, LEED AP, President, Krogstad, 519 Pembrook Ct. N, Crystal Lake, IL & William J. Rotolo, Vice President of Land Acquisitions & Government Relations, Lexington Homes, 1731 N. Marcey Street, Suite 200, Chicago, IL 60614. Mr. Freedman, Attorney, introduced himself and advised there was a Preliminary Approval and now they are requesting Final Approval. Mr. Terpstra provided comments and changes since the Preliminary proposal: • 12 buildings; 58 units • access from Center Street • alleyways to each garage • sidewalk system Changes are: • sidewalk connections in 2 areas • sidewalk in interior areas to 5 ft. with curb stops Attachment 5 Page 46 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 24 Mr. Krogstad offered landscaping changes: • added trees • changed species • signage on Lee Street (dimensions, etc.); monument sign was illustrated Mr. Cox, Architect, noted building changes: • elevations are consistent • on front elevation, materials were added • on side elevation, brick has been lowered Chairman Szabo asked if the Board has any questions. Chairman Szabo asked where the Lexington sign is located. Mr. Krogstad illustrated same. Board Member Hofherr asked: • if there are other towns with similar projects. Mr. Rotolo advised — yes, in Rolling Meadows, Palatine, etc. • if those townhomes are the same size. Mr. Rotolo stated — almost the same size Board Member Schell asked Staff if a traffic study was done. Coordinator Pruss advised — yes, and was approved. Chairman Szabo asked: • what landscape changes there are. Mr. Krogstad advised o perennials o planting shrubs o shade trees (flowering) o Evergreen on corners • how large the trees are. Mr. Krogstad advised — 2 '/2 inch trees • if Petitioner had discussions with the Church. Mr. Freedman advised — yes, initially Board Member Hofherr asked if the starting price is in the $300s. Mr. Rotolo advised — they start at $309,000 (with granite as standard); typical buyer is between 35-45 years of age. Chairman Szabo asked if anyone in the audience is in favor of the proposal. No one responded. He asked if anyone objects to this proposal. The following came forward and were sworn in: • Christine C. Schap Chairman, Immanuel Lutheran Church and School, 1790 Dexter Lane Ms. Schap advised there was a meeting about the fence issue. She stated no choice was given. A solid fence needs to be placed between the properties. If this is not done, snow will be plowed between the fence into our property which we don't want to deal with. She noted parking will be an issue as there is not enough parking. We have asked repeatedly to install a solid wood fence as a barrier. Please consider this to alleviate our concerns. Attachment 5 Page 47 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 25 • Ilisa Farrell Broker, Coldwell Banker Ms. Farrell asked if the banquet hall is still part of this project. Coordinator Pruss advised — it is. She is concerned about parking and where overflow will go; there is not enough parking at the development Ms. Schap returned to add comments about parking. She noted at Thacker & Lee, the business there is renting parking space at this development. They requested 10-12 parking spaces at the church which was declined. This development will add to the parking crisis. That business could be driven out of Des Plaines. Mr. Freedman replied these are not new issues; modifications were made to parking. He noted the fence issues were also resolved, and City Council recommended our proposed fence. Board Member Saletnik asked what kind of fence is intended. Mr. Krogstad advised — a 5 ft. ornamental aluminum fence with landscaping. Two fences (one solid and one aluminum ornamental) were proposed. Board Member Saletnik stated since there is white on the buildings, why not have a white vinyl solid fence? Mr. Rotolo stated — we like to have more natural -looking fences; we have never used one ever. Lauren stated she believes the style is in keeping with the City's intention for the downtown corridor. Chairman Szabo asked if the Board has further questions. Coordinator Pruss provided the Staff Report. She referred to today's memorandum (which was distributed) and read same. Issue: A Final Planned Unit Development (PUD) is requested under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of 58 Townhomes on approximately 3.1 acres as the Lexington Point PUD with requested PUD exceptions from the R-4, Central Core Residential Zoning District standards for lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet, setbacks as small as 6 -feet (front yard) instead of not less than 12 -feet and 10 -feet (rear yard) instead of not less than 25 -feet; A Final Plat of Subdivision is requested to create the Lexington Pointe Subdivision with 13 lots. Analysis: Since the distribution of the staff report, the applicant and Staff have continued to work towards resolution of the outstanding conditions for approval. Significant progress has been made, and staff now has the following recommendations: Final Planned Unit Development Report Owners: Jim Moehling, 301 N. Bay, Lake Barrington, IL 60010 Petitioner: Lexington Des Plaines LLC, 1731 Marcey Street, Suite 200, Chicago, IL 60614 Attachment 5 Page 48 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 26 Case Number: 16 -023 -PUD -SUB Real Estate Index Numbers Existing Zoning Existing Land Use Parking Surrounding Zoning Surrounding Land Use Street Classification 09-20-200-011-0000,09-20-200-012-0000,09-20-200-013-0000, 09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000, 09-20-200-040-0000, 09-20-200-043-0000, 09-20-200-044-0000, 09-20-200-045-0000, 09-20-200-047-0000 R-4, Central Core Residential Partially Vacant shopping Center, Church, Vacant Banquet Hall, North: C-5, Central Business Commercial District South: C-5, Central Business Commercial District East: R-4, Central Core Residential West: C-5, Central Business Commercial District North: Commercial (Banks/Offices) South: Place of Worship East: Multi -Family Residential West: Commercial The Comprehensive Plan designates Lee Street as an arterial and Center Street as a local street. Comprehensive Plant High Density Mixed -Use is the recommended use of the property. Development Schedule 2.5-3 year anticipated construction period beginning in Fall 2016 Project Description The proposed through -block townhome development would incorporate 3.12 acres of land with approximately 558 feet of frontage on Lee Street and 415 feet of frontage on Center Street. The property was rezoned to the R-4, Downtown Core Residential Zoning District in 2015. Twelve townhome buildings, organized into four rows of townhomes are proposed on the site. The four westernmost buildings would front on Lee Street (22 units), the three easternmost buildings (12 units) would front on Center Street, while four of the interior buildings (20 units) would face each other with a 30 -foot wide landscaped courtyard with walkway separating the structures, and the remaining 6 -unit building would front a "Central Commons." Vehicular access would be provided by two curb -cuts off of Center Street. Two -car garages on the first level of the units meet the minimum parking requirement of 2.0 spaces per dwelling unit. Additionally, 22 off-street surface parking spaces are proposed. Eleven of the three-level townhomes would have two bedrooms, while the remaining 47 would be three-bedroom units. Attachment 5 Page 49 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 27 Planned Unit Development Findings As required, the proposed development is reviewed below in terms of the findings contained in Section 12- 3-5.E. of the Zoning Ordinance: A. The extent to which the Proposed Plan is or is not consistent with the stated purpose of the PUD regulations in Section 12-3-5.E.: Comment: The proposed plan is consistent with the stated purpose of Section 12-3-5.E. of the Zoning Ordinance in that the proposed townhome development would allow for a more efficient use of land resulting in more economic networks of utilities, streets and other facilities not be possible under the strict application of the Zoning Ordinance. As a townhouse PUD the development does not require lots to front on a public street as would normally be required, thus allowing additional townhome buildings in the middle of the site. Additionally, the proposed site plan is in substantial conformance with the approved preliminary PUD plan. B. The extent to which the proposed plan meets the prerequisites and standards of the planned unit development regulations: Comment: The proposed Planned Unit Development meets all PUD requirements contained in Section 12-3-5 of the Zoning Ordinance as it would be located in the R-4 zoning district that permits PUDs, it meets the minimum size standard of two acres, as it is 3.12 acres in size, and the land is under unified control of Lexington Homes, LLC as the contract purchaser. C. The extent to which the proposed plan departs from the applicable zoning and subdivision regulations otherwise applicable to the subject property, including, but not limited to the density, dimension, area, bulk, and use and the reasons why such departures are or are not deemed to be in the public interest: Comment: The proposed development would meet or exceed the following applicable zoning regulations if the property is reclassified to the R-4, Central Core Residential District: • Minimum size for PUD; Two acres are required; the total site is 3.12 acres; • Maximum building coverage (Not applicable in R-4, Central Core Residential); • Parking requirements; 116 spaces (2/unit) are required; 146 are proposed; • Building Height; A maximum height of 80' would be allowed in the R-4 District and a maximum of 34.5' is proposed; • Compatibility with surrounding properties; while the project is not expected to be detrimental to surrounding properties, it would alter the character of the downtown core by introducing low -scale moderate density housing to a commercial corridor within the downtown core. The character of the development would not be complementary with the commercial development adjacent to the site to the north and on the opposite side of Lee Street; • Traffic (Adequate provision for safe ingress and egress and minimal traffic congestion per traffic study); and Attachment 5 Page 50 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 28 • General Design; The general design of the development is not expected to be detrimental to the public health, safety or general welfare. Although there was significant discussion regarding the compatibility of the project with the downtown urban core at preliminary approval, the proposed development was ultimately approved by the City Council after the applicant reduced the density of the development and increased the proposed parking and the amount of brick on the front and side elevations of the buildings. Additionally, staff is working with the applicant to further improve the elevations and landscaping with this submittal. In addition to proposed Map Amendment to classify the property within the R-4 Zoning District, Planned Unit Development exceptions are requested for: • (1) Lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet. The proposed lot sizes are smaller than what is allowed by code. The development does exceed the minimum lot area required per unit of 800 square feet per two bedroom unit and 1,000 square feet per three bedroom unit in the R-4 District and a common open space in front of building 6 is provided. • (2) Front -yard setbacks of as little as 6' instead of not less than 12', and rear -yard setbacks of 10 - feet instead of not less than 25 -feet. The setbacks are proposed to be measured from the perimeter of the property as opposed to from the individual lots that are proposed to be created for each building. The reduced front setbacks are appropriate in the downtown, where much of the development is at zero lot -line, however, the buildings would have a strong presence on the street without the gaps in between the buildings that comprise the street wall. D. The extent to which the physical design of the proposed development does or does not make adequate provision for public services, provide adequate control of vehicular traffic, provide for, protect open space, and further the amenities of light and air, recreation and visual enjoyment: Comment: After reviewing the petitioner's preliminary building and site improvement plans; it appears that the proposed development is making adequate provision for the necessary infrastructure. Comments and conditions from the Public Works and Engineering Department further address this issue. Pedestrian access to the site would be provided by a continuation of the sidewalk network. Conditions of approval address the need to improve the connectivity of the sidewalk network and width of proposed sidewalks. A "Central Commons" in front of building 6 would provide some open space and two benches. The control of vehicular traffic is addressed by the petitioner's professional traffic study, which was performed by Kenig Lindgren, O'Hara, and Aboona, Inc. of Rosemont, IL and was submitted as part of Map Amendment, Preliminary PUD, and Tentative Plat approval case #14 -073 -PUD -SUB -MAP. The study concluded, "The site is well located with respect to the current roadways. Its proximity to downtown Des Plaines and to the Metra train station will help reduce the amount of trips generated. The number of trips expected to be generated by the proposed townhome development will be low. The addition of the site generated traffic is projected to have little to no significant impact on the studied intersections. The increase in delay at the studied intersections will not be significant and will not affect the operational characteristics of the intersections. The proposed access with two full ingress/egress access points on Center Street will be adequate in accommodating site traffic" The City's Engineering Division reviewed the traffic study. Attachment 5 Page 51 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 29 E. The extent to which the relationship and compatibility of the proposed development is beneficial or adverse to adjacent properties and neighborhood: Comment: The proposed architecture has been revised since approval of the preliminary planned unit development. Due to concerns regarding the proposed architecture expressed by staff and the City Council, the ordinance approving the preliminary PUD contained a condition stating "The Petitioner must revise the proposed elevations and site plans for the Subject Property so that the Proposed Development is, in the sole judgment of the City Zoning Administrator, more compatible with the urban context of downtown Des Plaines, which revisions must include, without limitation, the use of higher quality materials, such as masonry." In response to this condition, the architectural plans submitted with the final application have been revised to add first floor brick to the side elevations and additional brick on the front elevations. In addition to these revisions, staff has included a condition for approval which will require the applicant to further refine the side building elevations and add brick to the rear of those units which face the "Central Commons." As such, the proposed Final PUD is more compatible with the urban context of the surrounding area and the proposed density is consistent with the applied R-4 zoning district. F. The extent to which the proposed plan is not desirable to physical development, tax base and economic well-being of the entire community: Comment: The proposed townhouse use of the site would likely increase the value of the properties on site and increase the tax base over the existing mostly vacant commercial uses, surface parking lots, and institutional uses. Once the townhomes are built and occupied, there will be greater demands on city services, city streets and other public facilities. It is assumed that the city's current public services and public facilities will be able to handle the increased need for services at this downtown location without being overburdened. In contrast, the additional population created by the proposed development will increase the demand for retail and service establishments which will, in turn, generate additional tax revenue for the City. G. The extent to which the proposed plan is in conformity with the recommendations of the 2007 Comprehensive Plan: Comment: The 2007 City of Des Plaines Comprehensive Plan designates the area where the site is located as an area of proposed change and recommends High Density Mixed -Use for this site. As defined by the Plan, High -Density Mixed -Use is an area containing a mix of uses within the same building with retail or entertainment uses on the ground floor and office, commercial services and residential above. The recommended residential density would be 43 dwelling units per acre, while the proposed strictly residential development provides approximately 20 units per acre. PUD and Map Amendment Issues/Considerations: 1. The proposed Map Amendment would effectively shrink the Downtown Central Business District by moving the southern boundary and would create inconsistencies with the long-range land use vision expressed in the Comprehensive Plan and with the existing zoning and land use of Attachment 5 Page 52 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 30 surrounding properties. The proposed site is one of the few sites large enough to accommodate the type of large-scale mixed-use development allowed in the Central Business Zoning District. Tentative Plat Report Name of Subdivision: Lexington Pointe Address: 783-841 Lee Street, (Located between Lee and Center Streets) Request: Approval of a Tentative Plat of Subdivision consisting of 13 lots Total Acreage of Resubdivision: 3.12 acres General Information Lot Descriptions and Construction Plans: The Final plat shows the existing lots being resubdivided into 13 lots. Each of Lots #1-12 would contain one townhome building ranging from four to 6 units. These lots range in size from 4,992 square feet in size to 7,202 square feet in size. Additionally, Lot #13 (65,106 square feet) would extend to the perimeter of the site and contain common areas such as vehicular driveways, surface parking spaces, and the open space in front of Lot # 6. A PUD exception is requested for lot sizes of less than 10,000 square feet, however, no Variations to the Subdivision regulations are requested at this time. Recent Text Amendments (Case #12 -078 -TA) eased restrictions regarding the subdivision frontage requirements and minimum lot depth requirements for townhome Planned Unit Developments. Final Plat Comments 1. If approved, the Final Plat must show the Name of the Owner(s) and notarized signatures; 2. The Final Plat must show the proper easement provisions and signature lines and have them signed by all the public service utilities; 3. On the Final Plat, the petitioner shall sign the owner certificate(s) and have them notarized. 4. The Final Plat must show Municipal Boundaries. Planning and Zoning Board Procedure The Planning and Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the Final PUD. Staff Recommendations: • The Department of Community and Economic Development recommends approval of the Final Planned Unit Development and Final Plat of Subdivision subject to the following conditions. • The Public Works and Engineering Dep.' recommends approval of the Final PUD and Final Plat of Subdivision, subject to condition #1 and #3 below. Attachment 5 Page 53 of 121 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 31 • The Des Plaines Fire Depaitment recommends approval of the Final PUD and Final Plat of Subdivision. Conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation building 1 b. Right side elevation building 2 c. Left and right side elevations Building 4 d. Left and right side elevations building 5 e. Left and right side elevations building 9 f. Left side elevation building 11 g. Left side elevation Building 12 Planning and Zoning Board Procedure: The Planning and Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the Final PUD and Final Plat. Board Member Catalano asked if Petitioner is aware of the Conditions. Mr. Freedman stated — they are. Board Member Saletnik stated: • he embraces this development as Des Plaines needs a shot in the arm • he likes the architecture of Lexington Homes • this is designed to be a walking environment; residents will take the train • he welcomes Petitioner to Des Plaines Chairman Szabo stated he concurs. This will help the churches, stores (to be opened), restaurants, etc. A motion was made by Board Member Hofherr, seconded by Board Member Catalano, to recommend approval to City Council with Conditions as proposed on the June 28, 2016 memorandum. AYES: Hofherr, Catalano, Green, Bader, Saletnik, Szabo NAYES: Schell ***MOTION CARRIED UNANIMOUSLY*** Attachment 5 Page 54 of 121 ODEsPLAI vLAS I L L I N O June 29, 2016 Mayor Bogusz and Des Plaines City Council CITY OF DES PLAINES Community & Economic Development 1420 Miner Street, Des Plaines, IL 60016 P: 847.391.5380 1 W: desplaines.org Subject: Planning and Zoning Board, Map Amendment, Preliminary Planned Unit Development and Tentative Plat of Subdivision at: 783-841 Lee Street, (Located between Lee and Center Streets), Case #16 -037 -PUD -SUB RE: Request to authorize Final Planned Unit Development and Final Plat of Subdivision Honorable Mayor and Members of the Des Plaines City Council: The Planning and Zoning Board Commission met on June 28, 2016 to consider the above petition. The Planning and Zoning Board submits the following: 1. Mr. Lawrence M. Freedman, representing the Petitioner, presented the pertinent facts. 2. The Community and Economic Development Department recommended approval of the requested final plat and final planned unit development subject to the following conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation building 1 b. Right side elevation building 2 c. Left and right side elevations building 4 d. Left and right side elevations building 5 e. Left and right side elevations building 9 f. Left side elevation building 11 g. Left side elevation building 12 3. One member of the public spoke in opposition to the request. 4. The Planning and Zoning Board recommended (6-1) that the City Council approve the proposed final plat and final planned unit development. Attachment 6 Page 55 of 121 June 29, 2016 Page 2 Respectfully submitted, James Szabo Des Plaines Planning and Zoning Board, Chairman cc: City Officials Aldermen Planning and Zoning Board Members Attachment 6 Page 56 of 121 CITY OF DES PLAINES ORDINANCE Z - 17 - 16 AN ORDINANCE APPROVING A FINAL PLAT OF PLANNED UNIT DEVELOPMENT WITH PERMITTED EXCEPTIONS AND A FINAL PLAT OF SUBDIVISION FOR THE PROPERTY LOCATED AT 783-841 LEE STREET, DES PLAINES, ILLINOIS. (Case #16 -037 -PUD -SUB). WHEREAS, Lexington Des Plaines, LLC ("Petitioner"), is the contract purchaser of that certain real property consisting of approximately 3.1 acres, located in the C-5 Central Business District ("C-5 District", commonly known as 783-841 Lee Street, Des Plaines, Illinois ("Subject Property"); and WHEREAS, the Petitioner desires to demolish the existing buildings and structures on the Subject Property and to construct 58 new residential townhomes on the Subject Property ("Proposed Development"); and WHEREAS, on August 31, 2015, the Plan Commission of the City of Des Plaines ("Commission") approved a preliminary plat of subdivision for the Subject Property; and WHEREAS, on November 16, 2015, the City Council adopted Ordinance Z-30-15, approving: (i) a map amendment to the R-4 Central Core Residential District; (ii) a preliminary plat of planned unit development of the Subject Property, including certain proposed exceptions within the proposed planned unit development; and (iii) a preliminary plat of subdivision for the Subject Property; and WHEREAS, pursuant to Sections 12-3-4 and 12-3-5 of the Des Plaines Zoning Ordinance of 1998, as amended ("Zoning Ordinance"), and Title 13 of the City Code of the City of Des Plaines, as amended ("Subdivision Regulations"), the Petitioner filed, with the consent of the owner of the Subject Property, an application with the City for the approval of: (i) a final plat of planned unit development of the Subject Property ("Proposed Final Plat of PUD"), including certain proposed exceptions within the proposed planned unit development; and (ii) a final plat of subdivision for the Subject Property ("Proposed Final Plat of Subdivision"); and WHEREAS, within fifteen (15) days after the receipt thereof, the Petitioner's application was referred by the Department of Community and Economic Development to the Planning and Zoning Board of the City of Des Plaines ("PZB"); and WHEREAS, within ninety (90) days after the date of the Petitioner's application, a public hearing was held by the PZB on June 28, 2016 pursuant to publication in the Journal on June 10, 2016; and WHEREAS, notice of the public hearing was mailed to all property owners within 300 feet of the Subject Property; and 1 Page 57 of 121 WHEREAS, during the public hearing the PZB heard competent testimony and received evidence with respect to how the Petitioner intended to satisfy and comply with the provisions of the Zoning Ordinance; and WHEREAS, pursuant to Section 13-2-3 of the Subdivision Regulations, on June 28, 2016 the PZB approved, by a vote of 6-1, the Proposed Final Plat of Subdivision; and WHEREAS, pursuant to Sections 12-3-7 and 12-3-5 of the Zoning Ordinance, the PZB filed a written report with the City Council on June 28, 2016, summarizing the testimony and evidence received by the PZB and stating its recommendation, by a vote of 6-1, to approve the Proposed Map Amendment and Proposed Preliminary Plat of PUD, subject to certain conditions; and WHEREAS, the Petitioner made certain representations to the PZB with respect to the Proposed Final Plat of Subdivision and Proposed Final Plat of PUD, which representations are hereby found by the City Council to be material and upon which the City Council relies in approving the Proposed Final Plat of PUD and Proposed Final Plat of Subdivision; and WHEREAS, the City Council has considered the written report of the PZB, the applicable standards for map amendments and planned unit developments set forth in the Zoning Ordinance, and the Community and Economic Development Staff Memorandum dated June 29, 2016, and has determined that it is in the best interest of the City and the public to approve the Proposed Final Plat of PUD in accordance with the provisions of this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1. RECITALS. The recitals set forth above are incorporated herein by reference and made a part hereof, the same constituting the factual basis for the approval of the Proposed Final Plat of PUD and Proposed Final Plat of Subdivision. SECTION 2. LEGAL DESCRIPTION OF SUBJECT PROPERTY. The Subject Property is legally described as: PARCEL 1 THAT PART OF LOT 8 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 2 Page 58 of 121 BEGINNING AT THE NORTHWESTERLY OR MOST NORTHERLY CORNER OF SAID LOT 8; THENCE SOUTHEASTERLY ALONG THE NORTHEASTER LY LINE THEREOF, A DISTANCE OF 162.00 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE NORTHWESTERLY LINE OF SAID LOT 8, A DISTANCE OF 5.00 FEET; THENCE NORTHWESTERLY PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 4.375 FEET (4 FEET 4.5 INCHES) MORE OR LESS TO A LINE 11 0.5 FEET NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8; THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE. A DISTANCE OF 1.17 FEET (1 FOOT 2 INCHES); THENCE NORTHWESTERLY PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 22 .5 FEET TO A LINE 133.00 FEET NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8: THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE, A DISTANCE OF 109.875 FEET (109 FEET 10.5 INCHES), MORE OR LESS TO THE SOUTHWESTERLY LINE OF SAID LOT 8; THENCE NORTHWESTERLY ALONG SAID SOUTHWESTERLY LINE, A DISTANCE OF 134.5 FEET, MORE OR LESS TO THE SOUTHWESTERLY CORNER OF SAID LOT 8; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE THEREOF, A DISTANCE OF 116.00 FEET TO THE POINT OF BEGINNING; ALSO, PARCEL 1A LOTS 1 AND 2 IN MOEHLING'S RESUBDIVISION, BEING A RESUBDIVISION OF THE NORTHWESTERLY 149.00 FEET OF LOT 6 AND ALL OF LOT 7 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12. EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 24, 1971 AS DOCUMENT 21404624, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 2 THAT PART OF LOT 8 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY OR MOST NORTHERLY CORNER OF SAID LOT 8; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE THEREOF, A DISTANCE OF 162.00 FEET FOR THE PLACE OF BEGINNING; THENCE SOUTHWESTERLY PARALLEL WITH THE NORTHWESTERLY LINE OF SAID LOT 8, A DISTANCE OF 5.00 FEET; THENCE NORTHWESTERLY, PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 4.375 FEET (4 FEET 4.5 INCHES) MORE OR LESS TO A LINE 110.50 FEET 3 Page 59 of 121 NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8; THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE , A DISTANCE OF 1.17 FEET (1 FOOT 2 INCHES); THENCE NORTHWESTERLY PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 22.5 FEET TO A LINE 133.00 FEET NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8; THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE. A DISTANCE OF 51.83 FEET TO A POINT ON A LINE THAT IS 58.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 8; THENCE SOUTHEASTERLY ALONG THE SAID LAST PARALLEL LINE, A DISTANCE OF 133.00 FEET TO THE SOUTH EASTERLY LINE OF SAID LOT 8; THENCE NORTHEASTERLY ALONG SAID SOUTHEASTERLY LINE. A DISTANCE OF 58.00 FEET TO THE MOST EASTERLY CORNER OF SAID LOT 8; THENCE NORTHWESTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 106.13 FEET TO THE PLACE OF BEGINNING; TOGETHER WITH A STRIP OF LAND LYING SOUTHEASTERLY OF SAID LOT 8 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND SOUTHWESTERLY OF NORTHEASTERLY LINE, EXTENDED SOUTHEASTERLY OF LOT 8 AND NORTHEASTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE THAT IS 58.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 8, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 3 THAT PART OF LOT 8 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, IN SECTION 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF SAID LOT 8; THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE THEREOF, A DISTANCE OF 58.00 FEET; THENCE NORTHWESTERLY ALONG A LINE PARALLEL TO THE SOUTHWESTERLY LINE OF SAID LOT, A DISTANCE 133.00 FEET; THENCE SOUTHWESTERLY ALONG A LINE PARALLEL TO THE SOUTHEASTERLY LINE OF SAID LOT, A DISTANCE OF 58.00 FEET TO THE SOUTHWESTERLY LINE THEREOF; THENCE SOUTHEASTERLY ALONG THE SOUTHWESTERLY LINE THEREOF. A DISTANCE OF 133.00 FEET TO THE PLACE OF BEGINNING; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 8 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND NORTHEASTERLY OF THE SOUTHWESTERLY LINE. EXTENDED SOUTH EASTERLY OF LOT 8 AND SOUTHWESTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE, THAT IS 58.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY 4 Page 60 of 121 LINE OF SAID LOT 8, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 4 LOT 16 (EXCEPT THE SOUTH 9.00 FEET THEREOF MEASURED ON NORTHWESTERLY AND SOUTHEASTERLY LINES) IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH. RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 16 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND SOUTHWESTERLY OF THE NORTHEASTERLY LINE. EXTENDED SOUTHEASTERLY OF LOT 16 AND NORTHEASTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE THAT IS 9.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 16, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 5 LOT 15 (EXCEPT THE NORTHWESTERLY 5.00 FEET THEREOF) AND THE SOUTH 9.00 FEET (EXCEPT THE NORTHWESTERLY 5.00 FEET THEREOF) OF LOT 161N BLOCK 9 IN PARSON AND LE E'S ADDITION TO DES PLAINES, A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND LYING SOUTHEASTERLY OF SAID LOTS 15 AND 16 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND NORTHEASTERLY OF THE SOUTHWESTERLY LINE, EXTENDED SOUTHEASTERLY OF SAID LOT 15 AND SOUTHWESTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE, THAT IS 9.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 16 BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 6 LOT 14 (EXCEPT THE NORTHWESTERLY 5.00 FEET) IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20 TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 14 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND BETWEEN THE NORTHEASTERLY AND SOUTHWESTERLY LINES OF SAID LOT 14 EXTENDED SOUTH EASTERLY TO THE NORTHWESTERLY LINE OF CENTER STREET, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. 5 Page 61 of 121 PARCEL 7 LOTS 9, 10, 11 , 12 AND 13 AND THE NORTHWESTERLY 5.00 FEET OF LOTS 14 AND 15 AND THE NORTHWESTERLY 5.00 FEET OF THE SOUTHWESTERLY 9.00 FEET OF LOT 16 ALL 1N BLOCK 9 1N PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 13 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND BETWEEN THE NORTHEASTERLY AND SOUTHWESTERLY LINES OF SAID LOT 13, EXTENDED SOUTHEASTERLY TO THE NORTHWESTERLY LINE OF CENTER STREET; ALSO, PARCEL 7A LOTS 1 AND 2 IN MOEHLING'S RESUBDIVISION NO. 2, BEING A RESUBDIVISION OF PART OF LOTS 146 AND 147 IN THE ORIGINAL TOWN OF RAND. NOW THE CITY OF DES PLAINES IN THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 27, 1981 AS DOCUMENT 26039347, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PINS: 09-20-200-011-0000, 09-20-200-012-0000, 09-20-200-013-0000, 09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000, 09-20-200-040-0000, 09-20-200-043-0000, 09-20-200-044-0000, 09-20-200-045-0000, 09-20-200-047-0000 Commonly known as 783-841 Lee Street, Des Plaines, Illinois SECTION 3. APPROVAL OF PROPOSED FINAL PLAT OF PUD AND PERMITTED EXCEPTIONS. Subject to and contingent upon the conditions set forth in Section 5 of this Ordinance, the City Council hereby: A. Approves the Proposed Final Plat of PUD, titled "Planned Unit Development Plat/ Lexington Pointe," consisting of one sheet, prepared by Haeger Engineering, and dated of May 26, 2016, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit A. The City Council hereby directs the Zoning Administrator to accept the Proposed Final Plat of PUD, subject to and contingent upon the conditions set forth in Section 5 of this Ordinance. 6 Page 62 of 121 B. Approves, pursuant to 12-3-5.0 of the Zoning Ordinance, the following permitted bulk exceptions from the bulk regulations of the R-4 District set forth in Section 12-7-2.G of the Zoning Ordinance: 1. An exception to permit a minimum lot area of 4,992 square feet, where a minimum lot area of 10,000 square feet is required; 2. An exception to permit minimum front yard setbacks of 10 feet, where a minimum front yard setback of 12 feet is required; and 3. An exception to permit minimum rear yard setbacks of 10 feet, where a minimum rear yard setback of 25 feet is required. C. Grants, pursuant to Section 12-3-5.D.3 of the Zoning Ordinance, a conditional use permit to the Petitioner for the development of the Proposed Development as a planned unit development in accordance with the Proposed Final Plat of PUD and the provisions of this Ordinance. SECTION 4. APPROVAL OF PROPOSED FINAL PLAT OF SUBDIVISION. Subject to, and contingent upon, the conditions, restrictions, limitations, and provisions set forth in Section 5 of this Ordinance, the City Council hereby approves the Proposed Final Plat of Subdivision titled "Final Plat of Lexington Pointe," consisting of three sheets, prepared by Haeger Engineering, and dated of May 26, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit B. The City Council hereby authorizes and directs the Mayor and City Clerk to execute and seal, on behalf of the City, the Proposed Final Plat of Subdivision. SECTION 5. CONDITIONS. Notwithstanding any use or development right that may be applicable or available pursuant to the provisions of the Zoning Ordinance and the Subdivision 7 Page 63 of 121 Ordinance, and any other rights that the Petitioner may have, the approvals granted in Sections 3 and 4 of this Ordinance are subject to and contingent upon compliance with each and all of the following conditions, restrictions, limitations, and provisions: A. Compliance with Law and Regulations. The development, use, operation, and maintenance of the Proposed Development and the Subject Property must comply with all applicable City codes and ordinances, as the same have been or may be amended from time to time, except to the extent specifically provided otherwise in this Ordinance. B. Compliance with Plans. Except for minor changes and site work approved by the City Director of Community and Economic Development or Director of Public Works and Engineering (for matters within their respective permitting authorities) in accordance with all applicable City standards, the development, use, operation, and maintenance of the Proposed Development and the Subject Property must comply with the following plans and documents (collectively, "Final Plans"): 1. The plans titled "Lexington Pointe Site Improvement Plans," prepared by Haeger Engineering, consisting of 24 sheets, and with a latest revision date of May 26, 2016, and stamped approved on June 22, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit C ("Site Improvement Plans"). The Site Improvement Plans include sheets titled "Title Sheet," "General Notes and Specifications," "Existing Conditions Plan," "Demolition Plan," "Geometry and Paving Plan," "Grading Plan," "Grading Plan Enlarged Views," "Utility Plan," "Sanitary Sewer Profiles," "Utility Connection Profiles," "Typical Details," 8 Page 64 of 121 "Stormtrap Drawings," "MWRD Drainage Exhibit," "MWRD Volume Control Exhibit," "SWPPP Title Sheet," "SWPPP General Notes and Specifications," "Storm Water Pollution Prevention Plan," and "SWPPP Typical Details." 2. The Character Elevations prepared by BSB Design, consisting of fifteen sheets, and dated June 28, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit D. 3. The Landscape Plan prepared by Krogstad Land Design Limited, consisting of three sheets, with a latest revision date of June 21, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit E. 4. The Lighting, Signage and Striping Plan prepared by Haeger Engineering, dated June 20, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit F. C. Conditions Precedent to Building Permit. No building permits for the Proposed Development shall be issued unless and until the Petitioner complies with each of the following conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 9 Page 65 of 121 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation Building 1; b. Right side elevation Building 2; c. Left and right side elevations Building 4; d. Left and right side elevations Building 5; e. Left and right side elevations Building 9; f. Left side elevation Building 11; and g. Left side elevation Building 12. D. Revised Access Plan. Notwithstanding anything to the contrary in this Ordinance, within 90 days after the adoption of this Ordinance, the Petitioner shall submit to the City's Director of Community Development such revisions to the Final Plans, the Proposed Final Plat of Subdivision, and the Proposed Final Plat of PUD ("Final Approval Documents"), as are necessary to reflect the access configuration as set forth in the plan titled "Alternate Site Plan Option 1 (58 Units)," prepared by Haeger Engineering, consisting of 1 sheet, dated July 21, 2016, and attached to and, by this reference, made a part of this Ordinance as Exhibit G ("Revised Access Plan"). Upon the determination of the City's Director of Community Development that the Final Approval Documents have been revised to incorporate and be consistent with the Revised Access Plan, the Final Approval Documents shall be substituted for any plans attached to this Ordinance as of its adoption that have 10 Page 66 of 121 been revised as required by this Subsection, so that the Final Approval Documents will be fully incorporated and attached to this Ordinance for recordation pursuant to Section 5 of this Ordinance. E. Special Fence Requirements. Notwithstanding anything to the contrary in this Ordinance or in the Final Approval Documents: 1. Construction Fence. The Petitioner will install and maintain a temporary six-foot high construction fence with fabric affixed to the inside around the entire perimeter of the Subject Property to reduce to the greatest extent practicable or eliminate altogether the amount of dust and debris that may adversely impact the adjoining property owners; and 2. Southern Perimeter Fence Approval. The Petitioner will install and maintain a permanent, opaque six-foot high vinyl or composite material fence along the entire south property line that, as of the date of adoption of this Ordinance, abuts the Immanuel Lutheran Church of Des Plaines. The color of the fence must be a muted earth tone that integrates with the elevations of the Proposed Development. The Petitioner must, prior to procurement of the fence, submit accurate color swatches and a fence elevation plan depicting the style and height of the fence to the City's Director of Community and Economic Development for approval. F. Contractor Parking. The Applicant will take all commercially reasonable efforts to ensure that its agents, consultants, contractors, and sub-contractors do not use the parking lot of the Immanuel Lutheran Church of Des Plaines during the construction of the Proposed Development. 11 Page 67 of 121 SECTION 5. RECORDATION; BINDING EFFECT. A copy of this Ordinance must be recorded in the Office of the Cook County Recorder of Deeds. This Ordinance and the privileges, obligations, and provisions contained herein run with the Subject Property and inure to the benefit of, and are binding upon, the Petitioner and its respective personal representatives, successors, and assigns, including, without limitation, subsequent purchasers of the Subject Property. SECTION 6. FAILURE TO COMPLY WITH CONDITIONS. A. Any person, firm or corporation who violates, disobeys, omits, neglects or refuses to comply with, or resists the enforcement of, any of the provisions of this Ordinance shall be fined not less than seventy five dollars ($75.00) or more than seven hundred and fifty dollars ($750.00) for each offense. Each and every day that a violation of this Ordinance is allowed to remain in effect shall constitute a complete and separate offense. In addition, the appropriate authorities of the City may take such other action as they deem proper to enforce the terms and conditions of this Ordinance, including, without limitation, an action in equity to compel compliance with its terms. Any person, firm or corporation violating the terms of this Ordinance shall be subject, in addition to the foregoing penalties, to the payment of court costs and reasonable attorneys' fees. B. In the event that the Petitioner fails to develop or maintain the Subject Property in accordance with the plans submitted, the requirements of the Zoning Ordinance, the Subdivision Regulations, or the conditions set forth in Section 5 of this Ordinance, the approvals granted by Sections 3 and 4 of this Ordinance may be revoked after notice and hearing before the Zoning Administrator of the City, all in accordance with the procedures set forth in Section 12-4-7 of the Zoning Ordinance. In the event of revocation, the development and use of the Subject Property will be governed solely by the regulations of the R-4 District. Further, in the event of such 12 Page 68 of 121 revocation, the City Manager and the City's General Counsel are hereby authorized and directed to bring such zoning enforcement action as may be appropriate under the circumstances. The Petitioner acknowledges that public notices and hearings have been held with respect to the adoption of this Ordinance, has considered the possibility of the revocation provided for in this Section, and agrees not to challenge any such revocation on the grounds of any procedural infirmity or any denial of any procedural right, provided that the notice and hearing required by Section 12- 4-7 of the Zoning Ordinance is provided to the Petitioner. SECTION 7. AMENDMENTS. Any amendment to any provision of this Ordinance may be granted only pursuant to the procedures, and subject to the standards and limitations, provided in the Zoning Ordinance and the Subdivision Regulations. SECTION 8. SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. SECTION 9. EFFECTIVE DATE. This Ordinance will be effective only upon the occurrence of the following events: A. Passage by the City Council in the manner required by law; B. Publication in pamphlet form in the manner required by law; C. The filing with the City Clerk by the Petitioner of an unconditional agreement and consent in substantially the form attached to and, by this reference, made a part of this Ordinance as Exhibit H, to accept and abide by each and all of the terms, conditions, and limitations set forth in this Ordinance, and demonstrating the Petitioner's consent to its recordation; D. The filing and approval of the Revised Access Plans and the Final Approval Documents in compliance with Subsection 4.D of this Ordinance; and 13 Page 69 of 121 E. At Petitioner's sole cost and expense, the recordation of this Ordinance, together with such exhibits as the City Clerk deems appropriate for recordation, with the office of the Recorder of Cook County. [SIGNATURE PAGE FOLLOWS] 14 Page 70 of 121 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT ATTEST: CITY CLERK MAYOR Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel DP -Ordinance Approving Final PUD Plat and Plat of Subdivision (Lexington Point 783-841 Lee) 15 Page 71 of 121 1 Raman d Raptor La. an.rr. Ear Curb Lb. oro 138.1.9 Curb d Garr gm) Lowe. Lbhp.h Troolabou1C1ma2drn 131.19 VOW L -=E PLANNED UNIT DEVELOPMENT PLAT LEXINGTON POINTE Rrp.lra R.per L.ne (Mpino frt Grin dRrYr4a. qM,r NrdH lhP) E.r L.n. a Lr21.r REFER TO FLAT OF 3.100.1810+ 7C41E09-OESC0FTIC1 HERETOFORE DEDICATED FOR PUBLIC STREET S- E-T- ea.2212 or. e. Eat S19e o1 The Lr 869. ROW Era e. eine In Aaoordrl¢.wth Ss My dor Phlnr She ... Pira Conner 6o Oo.I1In,. Nth On Rrpa/Ira.L...1blP1nlm Mr, r Mord gyp.) Annan R.prou Leo mitre Ent 900.gf r1Hh 0 01001.4Goer (Fti P.) 1.1.01319•11.91gn Oh.Unborn Rona N,0* 43102 , _ .557:00' • 0vur.9 rood Moor OPO4 rR.movo A Repro. LaoEkromPa Eaarsb Una alb 13612 Curb d Gator RN Rrrnv. and Rehr p.pr....d Curb d Monk Aron r Orin. brVft.r R.In Cenn.dbn. Coardlrb,wf Purr Wenn tort • / TMhry p .1119 mehrmmn ti�la. PUNiotk 18 CT 102 Site Date Total Ste Pres Briding 8 Peeernre Cover OPER Slam Taal Norther 8r tiles 2 Bedroom 3 Bedroom Gross Derry. P11005 Provided Grtye Guest Toler .4 Zonal Comparison 6 H1' `o • 4 4fhpJ � �F 62' 11111111. 'lii73l1=11IAMIE MM. MINE]l1Cainiai I �.�■�■err■■■rr�rr■ri�r�r��■��■■rr•1�rR ��■r� hail. i +o E 5 3D 44.05" W 'BO.BOYMI Frrler • Winner Ma C-5 ZO ING CENTRAL ISNESS TOWN O F RAND To Lai Area (29r= 506 Ofger dua 11)= (384.1000S2per duR50)- Yerda: Foxe le Lee Street Franc b Center S&Ol t Side Rer Dheme Between Brldings(PUD) Budding Mot 'Minute imus SI2e BinYOI1R Lot Sire 3.12 2.24 0.88 Parsed 100.00 71.79 221 ▪ 56 . .11 • 47 - 16.59 D.UIle. (68 D.U. /3.12 Acs • 118 (®291) • 50 180.521) • 149 0.521) (115 ®21 reed) 55,600 BF 8,900 SF 47,000 SF 12 F1. 12 FL 5 Ft. 25 F1/20% Lb 15 FL 60R 2 Ac. 10,000 bf. 135,806 SF 12 FLO main BWgr 10 Ft. to Frail Pod. 15 Ft C mein Bldg/ 19 FL to Frore Path 10 FL 16 H. la mein Bldg 2/ 14 FL to Flare Parch 26 Fr. to main Borg 11! 24 Ft to Front Porch B FL 34.5 R MEar a MW jd • 30 R) 3.12 Ac. Mee sae rod dadal) Noes: 1. Einem 2Mog on sugacl progeny le C-5 Cereal B1Sien1. 2. Proposed boring is R-4 Central Coe Reai:NM I. 8. Bedroom nth a see ea&nme laud on r9clpr ed melee. 4. beseeimere 1NclpNed to he bull as ale prase alerting 81 Fel2016 0th an .cussed 25 do 3 ver hold out 5. Al Maim Drives ere Perna GRtIlLlh1. 1-1 Corr re FW-0rpu, Pavr,rn6 Rumor! 1.r Wolar a.N Conant.. Rarer Nand. Manor LIght1.l. Throughout Corinna. jL111i!. uweG va . L•aNd - - _ - 1��, � 1rr6m,rflya., ILII 6r e,x r ■ E�=.�u)l�MMIIR Jam'{' 1nvr71C rat=ilAJ � siz�� M�1 : . liomlrna immi litemmiesmimemminift 1211 Carnal Fr,a II..P irYP) Lot 6 02 5 30. 43' 02- W 63.05r(M) C-5 ZONING CENTRALBUISNESS PARSON & LEE'S ADDITION 10 D E S PLAINES F Rer Apr 79.1873 As Dor No. 98703 �Reea Bee,g Reef Deems 96.00• {{ W - B R 41;..r DEVELOPER 7 SUBpr5r5ER: Lectinglon Heinen 1731 M.rcey Street, Sine 200 01110993, IL Tel: 647-675.8209 Fes 77560.0301 00-11 rob 9OO r FDapeh Palermo t 6402 1102Wirer Inco ran.N.rbn 6p1r.l2l06d PREPARED BY: Haa9r Engineering LLC Illinole Prof. Deign Finn 6104-003152 1304 N. Plum Grove Road Schaumburg, IL 00173 Tel: 847.9941000 Fax 847-344-0800 wxw.haogerenginewing.ma 5.2.41.,..61 11.111.00 In land. .. HERETOFORE DEDCA7ED Fup.h cdr"1"'r,tRy.pe.re.air"Y 02 FOR PUBLIC STREET -0- 9109 dR.alost L.ner Garr Praoand CITY OF DES PLAINEST 1420 Miner SL Ona Plebes IL 00010 Tel: 847-0911300 .7 TR 0111E100N A60RENATIO6 LEGEND F -F Fre nfCurb a For,Na,a EP -EP Edge dl Pnwnw6 b Edasol Prow. 8200 Ardko Errs of dab 88114ar660dlhr wCrner Meet 161 1201Ing Bullding Brmrhnrol sonnyer 9Pa.v 1 09(.4 9, Li <x.•: t'ctl.?,:,§ Prnlhm•a .fit. Tru ex. 0.426.6 9.6:n an ral:Lnorrs1 4 o- Lot.v-t•;.cr. ink! .ao epiProof 96. anal Ton 612. so. ss ..141. rc0. e sat, ons rein ,sawn ?'...'Leri 10 pen arxdar Pbr b a< carman of %a h a 1n 10.4' SHEET 1 OF I 20 10 0 20 SCALE: !' = 20' ilseiKet LOT 13 perm L Form Or Lan6.rp. Pen) Eie9r9 Symbol LEGEND Description Proposed Symbol Storm Sewer Manhole • Catch Barin • Inlet ■ Bonlmry Sever Manhole • Clean Out •c.o. Storm Sewer - 2 - Sanitary Sewer -3-- SarAary Sewer Service - Water Main -W- Miter M.In Sallee Fire Hydrant A Vahre Vault Valve Brod es Curb 5 Gutter Lot Line Easement Una Property/Let Line No. Pedro Ste! Na. 0.l. Retdon Project No: 14-160 Deter 2011S -0i-21 1..yor. JWG Engineer: J 0 Lri HAEGER ENGINEERING annulling engineers land surveyors 1904 N. Plum Gran good. Sri o.o10 G LL 60172 11.2647394.6600 Fr 047394.6606 inn ademim,d Orr nm, user 210 164005159 - 7)., a rshe's;'75'^g9nn11 1 WL MAT WI COY OFe0001WM0 115PAR11004700010011101TYDEVEMPOIBIT 1411.11143l 511V51.Itl0YYI 0@I MAPE1 At Corner LEE FINAL PLAT OF LEXINGTON POINTE SEINE A SUBDIVISION OF PARTS OF SECTION 20, ALL 1N TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN GOO{ COUNTY, ILLOgIS. HERETOFORE DEDICATED FOR PURUC STREET N 30.43' 02" E 557.88' (M) STR ET - m 0 4 z U 0 Pt. Lot SURVEYOR'S VOTES: LOT PARCEL 5000.41 5 30 44' 05 W 80.00RI M 8D 00' ( JIB' �ST 1 147 ^€ pt. tot 146 m 3 1. THE COMPLETION DATE OF THE FIELD WORK FOR THIS SURVEY IS SEPTEMBER 16, 2014. 2. A TITLE COMMITMENT POLICY WAS NOT PR0111DED FOR THIS SURVEY. THIS PROPERTY MAY BE SUBJECT TO EASEMENTS AND/OR RESTRICTIONS NOT PROVIDED TO THE SURVEYOR PRIOR TO THE COMPLETION OF THIS SURVEY. 3. THE BASIS FOR THE BEARING IS ASSUMED- 7A 000' (5/ LOT 12 0• 4000'4) 1 40.00'4) LOT 11 PARCEL 7 I LOT 10 Wily Line Lots 9 Ti1ru Q 50/ISp Een1n.nf Per Doc No. 57703404 49.00 (R) LOT 9 LOT 2 PARCEL F•. I I PARCEL 5 1 PARCEL 4 PARCEL 1 Gina 133.00' N0'rly And Parattel 001911 5out5 Line Of Let q, 4842 fillitiraitillr- aril' Wilt, 11111111111 lilt Iiiirle ,: O't 10' 0000tfy Eeees5M 1 Y 209N1 29977007. I 00, 0051 90977507. NU yak I iv Te ie ilk /1011/ i It.a■.__Ike Al i ■• . 4 7v ria* an ill II PARCEL LOT 2 PARCEL 3 PARCEL 2 LOT 13 LOT 14 LOT 15 LOT 16 ` Fnd Cross Notch 120. 12.00' SE? y 00.00' IRI 40.00' (5l 1 -CE--N—TR SEY1y Line Of 51ddr9f Person And Lees Ada't I re Dae Plaines 40.00' (R) L- 1 49.00' (5) 5 30.40' 08" W 414.85' (M) Northwesterly Line Of Center 5treet As Opened By Peat Res. December 10 1500 As VOL. NO. 2906333 HERETOFORE DEDICATED FOR PUBLIC STREET EXISTING UNDERLYING EASEMENT AND PARCEL DATA (SEE SHEET 2 OF 3 FOR FINAL SUoDIVISION LOTS) 4 900' (P1 Pod Cross Hot ch ter SW1y i 2.05' SEly 05.00' (RI LOT( IA 8 S W 30'43' 02" W 63.5R1141 0500'0( 211r:"14,1 / 0,L. Fnd Crowe Foot 213' 5E'1y 1 O.L. UTILITY 8923B27EASEMENTS � 98855 6 28336DRAINACE EASEMENTS 209 72711 t 26039347 ARE HEREBY ABROGATED, VACATED AND RELEASED. SHEET 3 OF 3 FOR AUTHORLEAAON OF SMD ABROOA71014 VAGUE AND RELEASE). SHEET I OF 3 IV 20 10 0 20 SCALE: 1' = 20' fFnd Gass NVFrh At Corner 03 0 z —o aF 00 O LEGEND PARCEL r LOT 1 (R) 15) Uo lerlyhg Parcel No. Underryfng Subdvuion Lot No. Underlying Parcel Lines Underlying Lot Linea Boundary line Eldoing Easement Record Measured Fnd trees Notch 2.00'000471 1.719505' 1-0 HAEGER ENGINEERING consulting engineer land surveyors 1301 K Kum Om,e hod, Odaunb.% IL 00173 Tel:017301A400 Fac 0473041008 Mr.& Prohubnol nelan Rna Limuep No. 184.009112 "^^J'oeBssmPmwlnB.aom Exhibit B Page 73 of 121 13 3 13 7316990.10) 5. r3'.-. LEE FINAL PLAT OF LEXINGTON POINTE 60 00- Mt 176.00 40.00' 3) HERETOFORE DEDICATED FOR PUBLIC STREET N 30' 43' 02" E 557.88' (N) 5.49st )P1 `te 5.1.3' rRl N 30" 43' 02" E 737.50' 5 59. 16' 58" E 52.00' N 30' 63' 02" E 716.00' 7 5 30.43' 02" W 137.50' N 30' 43' 02" E 138.50' N a N Pt. 10; N z 795 2 5 30' 43' 02" W 136.50' 147 S 30144' 05" W 80.00' 80.00'18) pL lot 146 4 559.16'58"E 52.00' N 30' 40' 08" E 96.00' S 30. 43' 02" W 776.00' 5 59' 16' 55" E 52.00' 1 16 13 BLANKET PU LIC VT/L/TY EASEMENT AND 7329555 EGRESS EASEMENT N 30. 40' OB" E 96.00' IM N 59. W 52" W 52.00' I 3 1.1 a N N 56.39' 56.30' 2 n LI N 01 z 6 • N u< 3 Y • S 30' 40' 08" W 96.00' N 30" 40' 08" E 96.00' 4 S 30" 40' 08" W 96.00' 89.00' IRI 96.00' S 59' M' 52" E 5200' 40.89:711/ N 59. 19' 52" W 52.00' 5 30' 40' 08" W 96.00' N 30' 40' 08" E 96.00' 5 36.3940.00'(0) VTTV T E 5 30' 40' 06" W 96.00 4000'3) 0300'10) 5 30.40' O8" W 414.85' (M) HERETOFORE DEDICATED FOR PUBLIC STREET S -T R E 1 T 76.00' N 30. 43' 02" E 116.00' 5 30.43' 02" W 115.00' 5 59. 19' 52" E 52.00' TR L 110' [R) 3 01 7n 3 81 z N 59. 16' 50" W 52.00' 47,02' IRP 737 65,00' 107 N 30' 43' 02" E 137.50' 12 5 30' 43' 02" W 137.50' N 30.43' 02" E 138.50' SHEET 2 OF 3 a 20 10 0 20 SCALE: 1" = 20' 11 N 30' 40' 08" E 96.00' S 30. 43' 02" W 138.50' 10 u7 S 30. 40' 08" W 96.00' N 30' 40' 08" E 96.00' S 30' 43' 02" W 8,6114 3 N • 0 N 40 Nola: Than shat 6e no dirod vehicular aeee00 Io U5 12 (Lee Sheet) Rom Lot 1, Lot 7. Lot 9, Lot 12, nor Lot 19. =z 0 m1 - m 0 - m0 VD 0` J IB LEGEND tr Cononte Monument e Set or Found, as noted _L Ind®be Right Angle 13 New Suhnv7eion Lot No, Naw Lot Lime Boundary Lino •REASUMMARY LOT 1 7150 S.F. 0.10414 Ac, LOT 2 7202 S.F. 0.10534 Ac, LOT 3 4892 S.F. 0.11450 Ac. LOT 4 4992 S.F. 0.11490 Ac. LOT 8 4882 S.F. 0.11450 Ae. LOT 0 4592 S.F. 0.11480 Ac. LOT 7 8032 S.F. 0.13848 Ac. LOT 0 6032 S.F. 0.13848 Ac. LOT 8 4982 S.F. 0.11460 Ac. LOT 10 4992 S.F. 0.11480 Ac. LOT 11 7202 S.F. 0.18534 At LOT 12 7150 S.F. 0.18414 At LOT 10 55.100 S.F. 1.40482476 TOTAL 135,128 S.F. 3.11514M. HAEGER ENGINEERING consulting engineers land sursoyors 13019. Rem Gare Hood, Sohoenkoa, IL 60117 TA 047594.6600 For 047.701.6608 Moat Prokaterd Deign Poo Limns No. 104009157 wwwhersrmeie..nna<wn Exhibit B Page 74 of 121 SHEET 3 OF 3 FINAL PLAT 111111 MAAAAAAWiiittitiittstz 1 IN Rgm rgE r ir 3 116 Y 8 lin Wi li wSa m ;1131 1a 0K > 4 JN ,!_i_41 OOZZ4U W§Sjn$�0 22li mM8g6' g2 60°1 g�iSS§ Wm[ �NJr > m x4q mqA1i YItQt imb r O 14OPI -g1!21K� F �QdOI 1 863ds 316 OIt 1 gi J 1 10 QJ��y>V iwv Wo;pl !qIIII 1 idOd" l_2 4IS1 m_b ps'Fml , § LQt(m1gg�IN �-ocItl4i§ 1111:Il!illiiii31;;Ilili101I14141" °Till' /WOMB! § 7rnhniXA131 1rz ddi$1111 1111 W �N iAlC§101§N3001 1._ !I Exhibit B 1- a 1 8 0 1 3W� o t 1 n g B G 41;111[411-04 !.51.1W }g 1 1: le 9 8le J � �jW 8��gW � 110;10 � 10 C111444445% mtld L'G X114 ��~W=�� 404 C1444 4 �_glilipm.1101121 11 ;him< g s; 1 Ng ftgoo Qoloa log m �� i.� aW i 0 / g u ONIONRg§S11! !;;; a : W I! 111411 01:11 1116 h: PAW Pi I; i fig 11 1;1 1 5 g u V i 8 1 lE I; W wW g u 8 8 Z 16 e 83 _Re, 18 im Y =0 g d 8 J F 1 1 ii! 12 alM al 8 V 1410 111; $W g SE IV@ 8pg ti 1614 E81/iv ghsgg w Bit NUT gl 011= tl iW lid LL §81 IR 1 iglEgOkt p$i"im O 0 DI!0/01 6 I8 : w1 W m 111 gig$ 1 I ; Wiwi; 1 8 e i ; a 8 $ii rgis .5E 411 Ng ^brow elsogoligii Pill DeiN1 ITID6 IN o zl il 80 OLL LL toillki ggr1ya�118 W 8� wy gwiA CF zW-1 Y $ e m m 11 NE 0. LL 0 2 -wg apo z a Dw w ' W �i]z��I �¢NY R Ills 1 Mil D4 2 I— A* 1 1 1 gip; '° 5' 14g174 1 8 I8g 421 Page 75 of 121 S r. 8 Know what's below. Call before you dig. Note: Call 811 et least 48 hours, excluding weekends and holidays, before you dig. CITY OF DES PLAINES 1420 Miner Sheet Des Plaines, IL 60016 Tel: 647-391-5300 OWNER / DEVELOPER: Lexington Homes 1731 Marcey Street Suite 200 Chicago, IL 60614 Tel: 773-360-0300 PREPARED BY: Haeger Engineering, LLC Illinois Prof. Design Firm #184-003152 1304 N. Plum Grove Road Schaumburg, IL 60173 Tel: 847-394-6600 Fax: 847-394-6608 www.haegerengineering.com LAND PLANNER JEN Land LLC P.O. Box 4397 Oak Park, IL 60304 Tel: 708-848-4350 ARCHITECT BSB Design 1540 E. Dundee Road, Suite 310 Palatine, IL 60074 Tel: 847-705-2200 LANDSCAPE ARCHITECT Krogstad Land Design Limited 519 Pembrook Court. N. Crystal Lake, IL 60014 Tel: 815-529-1511 TRAFFIC CONSULTANT KLOA, Inc. 9575 W. Higgins Road Rosement, IL 60018 Tel: 847-518-9990 City Benchmark BENCHMARK #61 Description: Monument set in concrete at N.E. corner of Prairie Ave. and First Ave. 75' East of R.R. Tracks and 12' North of E/P of Prairie. Northing: 1,957,657.89 Easting: 1,103255.65 Elevation: 640.23 Site Benchmark NAVD 88 (Geoid 12A) CP #204 (See Survey) Description: Cross Notch in Sidewalk on the Western Side of Lee Street, West of the Southwestem Property Comer. Elevation: 640.68 NAVD 88 (Geoid 12A) LEXINGTON POINTE SITE IMPROVEMENT PLANS SECTION 20 TOWNSHIP 41 NORTH RANGE 12 EAST 783-841 LEE STREET, DES PLAINES, ILLINOIS COOK COUNTY BENCHMARK#87 Description: Chiseled square on the S.W. corner of concrete mast arm base on the E. side of River Rd. at Ellinwood Street. Northing: 1,957,140.48 Easting: 1,106, 530.15 Elevation: 636.91 NAVD 88 (Geoid 12A) PERMITS AGENCY PERMIT # ISSUE DATE CITY OF DES PLAINES IEPA - SANITARY IEPA - WATERMAIN IEPA - NPDES MWRDGC IHPA 025091514 10/02/2014 IDNR - ENDANGERED SPECIES 1503990 09/12/2014 IDOT (LEE STREET) City Inspection Requirement Note: Contractor shall call the City for site work inspection 48 prior to starting work. Contact 647-391-5390. 4 City of Des Plainest,,\ Combined Sewer tN MWRDGC Interceptor KER STR ET SITE LOCATION City of Des Plaines Storm Sewer. Discharge to Des Plaines River. ALGONQUIN ROAD ♦ LOCATION MAP INDEX TO SHEETS NO. DESCRIPTION C1.0 C2.0 C2.1 C3.0 C4.0 C5.0 C6.0 C6.1 C7.0 C8.0 C8.1 C9.0 C9.1 C9.2 C9.3 C9.4 C9.5 C9.6 TITLE SHEET GENERAL NOTES AND SPECIFICATIONS GENERAL NOTES AND SPECIFICATIONS EXISTING CONDITIONS PLAN DEMOUTION PLAN GEOMETRY AND PAVING PLAN GRADING PLAN GRADING PLAN ENLARGED VIEWS UTILITY PLAN SANITARY SEWER PROFILES UTILITY CONNECTION PROFILES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS STORMTRAP DRAWINGS STORMTRAP DRAWINGS INDEX TO EXHIBITS NO. DESCRIPTION EXI EX2 MWRD DRAINAGE EXHIBIT MWRD VOLUME CONTROL EXHIBIT INDEX TO STORM WATER POLLUTION PREVENTION PLAN SHEETS NO. DESCRIPTION EC1 EC2 EC3 EC4 SWPPP TITLE SHEET SWPPP GENERAL NOTES AND SPECIFICATIONS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SWPPP TYPICAL DETAILS DRAINAGE STATEMENT: To the best of our knowledge and belief, the drainage of surface waters will not be changed by the construction of this subdivision or any part thereof, or, that if drainage will be changed, reasonable provision has been made for collection and diversion of such surface waters into public areas, or drains approved for use by the City Engineer, and that such surface waters are planned for in accordance with generally accepted engineering practices so as to reduce the likelihood of damage to adjoining properties because of the construction of this subdivision. Illinois Registered Professional Engineer No. 062-061765 Owner or Owner's Duly Authorized Agent Existing Symbol OO 0 00 OO G[o. 0 u act 0 0e — anw- - FO ID (Dr OOT - 0414- kJ 00 0 C XXXX XX G/P .XX XXX.XX XXX.x+ T/0 XXX XX 8/w XXX.XX 0 • LEGEND Description Storm Sewer Manhole Catch Basin / Drainage Structure Inlet Flared End Section Headwall Area Drain Sanitary Sewer Manhole Clean Out Storm Sewer PVC/HDPE Collection Sewer Sanitary Sewer Sanitary Sewer Service Combined Sewer Force Main Water Main Water Main Service Fire Hydrant Valve Vault Valve Box B -Box Well Head Light Pole Light Pole With Mast Arm Traffic Signal Traffic Signal With Mast Amt Hand Hole Fence Guardrail Pipe Bollard Sign Gas Valve Gas Line Electric Line Overhead Utility Line Fiber Optic Line Electrical Pedestal Electric Manhole Guy Wire Utility Pole Telephone Pedestal Telephone Manhole Telephone Line Cable TV Line Cable TV Pedestal Flagpole Mailbox Handicapped Parking Stall Number of Parking Stalls Curb & Gutter Reverse Pitch Curb & Gutter Depressed Curb Retaining Wall Curb Elevation and Gutter/Pavement Elevation Pavement Elevation Sidewalk Elevation Ground Elevation Top of Wall Elevation Bottom of Wall Elevation Open Lid Frame & Grate Closed Lid Frame & Lid Swale Hardscape Flow Softscape Flow Contour Line Wetland Wetland Buffer Normal Water Level High Water Level Flood Plain Flood Way Deciduous Tree Coniferous Tree Bush Bmshline Soil Boring Over Land Flow Route Recommended Garage Hand With Driveway Slope Proposed Symbol O • ■ • O Oc.o. — FM— - m- - w— A 0 ea 0 Mir T rx • GG — oew- - FO — ID OE t Or - CA7V- M ■ M 0 BAN xxx.xx 0 Bo EXPIRES 11-30 1. V1 z W Q H J Z_a oz d W Z �Z 0 W 0 Oo za X W J W 1- t✓f Project Manager: 1 D T Engineer: P A C Dote: 01/22/2016 Project No. 14-168 - Sheer C1 0/ a C9 �om;��a ;.,4a e rrtra.a Page 76 of 121 GENERAL NOTES 1. Definition of Terms: . "Owner" shall mean the person or entity with which Haeger Engineering, LLC has been contracted with to prepare the Plans and Specifications. b. "Engineer" shall mean Haeger Engineering, LLC. . "Contractor" shall mean the persons or entities responsible for performing and constructing the work described in the Plans, Spermcations and other Construction Documents including but not limited to furnishing all labor, materials, tools, equipments, and other incidentals necessary. d. "Plans and Specifications" shall mean the Engineering Drawings and any Specifications prepared by Haeger Engineering. LLC, the Engineer. 0. 'Jurisdictional Agency" shall mean any local, municipal. county, township, state or federal entity of government or other entity having jurisdiction of some aspect of the project from whom approval, permit and/or review and approval was required. 2. The Specifications governing this project are as follows: a. All applicable Village/City and other applicable Jurisdictional Agency Ordinances, Codes, Regulations, Requirements, Policies. Specifications, Standards, etc. b. Roadway and Earthwork construction shall conform to the Illinois Department of Transportation (IDOT) "Standard Spedfications for Road and Bridge Construction , latest edition and any subsequent "Supplemental Spedfications and Recuring Special Provisions" as well as any applicable IDOT Highway Standards. Hereafter these items shall be collectively be referred 10 as the IDOT Standard Specfications. c. Water Main, Storm Sewer, and Sanitary Sewer construction shall conform to the "Standard Specifications for Water and Sewer Construction in Illinois", latest edition. d. Soil Erosion and Sedimentation Control shall conform to the Illinois Environmental Protection Agency (IEPA) "Illinois Urban Manual" (IUM), latest edition and "Illinois Procedures and Standards for Urban Soil Erosion and Sedimentation Control", latest edition. e. Traffic Control shall conform to the "Manual of Uniform Traffic Control Devices" (MUTCD), latest edition. as well as the latest edition of the "Illinois Supplement to the MUTCD", and IDOT "Quality Standard for Work Zone Traffic Control Devices', latest edition. f. All handicap accessibility items shall conform to the Illinois Accessibility Code (IAC), latest edition. g. General Notes and Specifications contained herein or elsewhere as a separate document. If a conflict, contradiction, or discrepancy occurs between any of the above Specifications the more stringent requirement shall apply, unless directed otherwise by the applicable Jurisdictional Agency. 3. Contract Documents: a. The Engineer's Plans and Specffications shall be included as part of the Contract Documents. b. All Contractors shall carefully examine the Plans and Specifications, and other Contract Documents prepared for the work. They shall visit the site of the work and acquaint themselves with all local conditions. codes, and requirements affecting the contract. If awarded the contract, they shall not be allowed extra compensation by reason of any unforeseen difficulties or obstacles which the Contractor could have discovered or reasonably anticipated or Inferred prior to bidding or start of consbvction. c. Should it appear that the work covered by the Plans and Specifications or other Contract Documents is not sufficiently detailed or explained, a Request For Information (RFI) Fomr shall be submitted 10 the Engineer for further explanations and drawings as may be necessary to clarify the point in question prior to the contact award. Itis the intention of the Contract Documents to provide a job complete in every respect Incidental items or accessories necessary to complete the work may not be specifically noted or shown but that are necessary to complete the project shall be considered incidental to the Contact. The Contractor is responsible for this result and to tum over the project in complete operating condition, irrespective of whether the contract documents cover every Individual item in minute detail. d. The Contractor shall review the subsurface exploration and geotechnical report (a.k.a. soil boring report) prepared by Testing Service Corporation dated 01/05/2015, to become familiar with the subsurface sail conditions for the site. Copies of all such soil boring reports for the property can be obtained from the Owner. If any additional soils data is needed to confirm the Contractor's opinions of the subsurface conditions, this shall be done at the Contractor's expense. The Contractor shall obtain the Owner's written authorization to access the site to conduct a supplemental soils investigation. The Owner and Engineer make no representation or warranty regarding the number, location, spacing or depth of borings taken, nor of the accuracy or reliability of the information given to the results thereof. Furthermore, the Owner and Engineer assume no responsibility for the possibility that during construction, the soil and groundwater conditions may vary between borings or are different than previously indicated. Any baring, sheeting, dewatering or special construction methods deemed necessary by the Contactor in order to install the proposed improvements shall be considered incidental to the Contract and no additional compensation will be allowed. 4. Should any apparent emirs, omissions, discrepancies or conflicts be discovered on the Plans, Specifications, Quantities or other Contract Documents by the Contractor, whether prior to or after the ward of the contract, the Engineers 85001100 shall be called to the same before work is begun thereon, so that proper clarification can be provided or revision made. If any work is done without contacting the Engineer, it shall be considered that the Contractor has proceeded al their own risk and expen 5. Whenever the performance of work is indicated on the Plans, and no specific item is included in the Contract for payment, the work shall be considered incidental to the Contact and no additional ompensation will be allowed. The Contactor shall provide all necessary labor, material, equipment, etc. necessary to perform all the work required for construction of the proposed improvements. 6. The base plan/drawing for the Engineering Plans (existing conditions, site topography, utlllties, rights-of-way, etc.) was obtained from the topographic. survey prepared by: Haeger Engineering, LLC 1304 N. Plum Grove Road Schaumburg, IL 60173 847-394-6600 Job Number: 914-168 7. The Owner shall obtain the necessary approvals from me following Jurisdictional Agencies: a. City of Des Plaines b. Metropolitan Water Reclamation District of Greater Chicago (MWRD) is Envir a Pro c. Illino merit I leclionA enc TEPA -Water and Sewer Division 9 yl tl. Illinois Environmental Protection TEPA - Notice of Intent NOI General Permtt to Atency( ) ( ) Discharge Storm Water from ConsW ction Site Activities e. IIIlnois De artment of Trans ortation IDOT P P 8. The Contractor, unless otherwise agreed upon In witting with the Owner prior tome start of Construction, shall at his own expense, obtain alt other approvals including permits, licenses, etc., as may be required for the execution of this work as well as provide all necessary notices, pay all fees required. post bonds, obtain all necessary insurance, and comply with all laws, ordinances, rules, and regulations relating 10 the work and to the preservation of public health and safety. The Contractor shall also provide all required insurance and/or bonds as may be required by the Jurisdictional Agencies. In addition, the Contractor shall meet all of the requirements of any penults as might be sued for this work by other Agencies, antl shall pay for at their sde expense any surety, insurance or bonds as may be required by the Jurisdictional Agencies. 9. No work shall proceed until the appropdate permit or permits have been obtained for the item or items to be constructed. If any work does proceed without the appropriate permits or approvals, itis being done without the permission or consent of the Engineer. The Contactor and Party authorizing the work io proceed shall be assumed to be proceeding at their own risk and the Engineer shall not be held liable or responsible for any work being performed without a permit. 10. The Contractor shall indemnify and hold harmless the Owner, Engineer, Village/City, and other Jurisdictional Agenc well as all of their respective officers, employees, agents, and Engineers from and against all losses, claims, demands, payments, sults. actions. recoveries, and judgment of every nature and description brought or recovered against them, by reason of any act, error or of it. on of said Contractor, their agents or employees in the execution of the work or In the guarding 11. The construction shall be under the general inspection and observation of the designated individual authorized by the Village/City or other applicable Jurisdictional Agencies. The Village/City, Jurisdictional Agencies, Owner, and Engineer shall be notifed at least two working days prior to the ment of work. 12, The location of existing underground utilities such as water mains, sewers, gas lines, electric lines, cable TV lines, fiber optic lines, etc., as shown on the Plans, has been determined from the best vailable information and has been provided for the convenience of the Contractor. However, the Owner and Engineer do not assume responsibility !n the event that during consbsction, utilities other than those shown may be encountered and that the actual location of those which are shown may be different from the location as shown on the Plans. The Contractor is to verify the location of all utilities prior to the start of work and is responsible for damage to the same. The Contactor shall contact J.U.L.I.E. or Digger by dialing 811 (Outside the City of Chicago - J.U.L.I.E.: 1-800-892-0123 or within the City of Chicago- Digger: 312-744-7000) and the Village/City Public Works Department for utility orates at least 48 hours, excluding weekends and holidays, before digging. For any utility companies which are not members of JULIE or DIGGER. the Contractor shall contact the Owners of each respective utility directly for utility locates at leas148 hours, exclutling weekends and holidays, before digging. 13. In some instances, the existing utilities are shown on the Plans according to information obtained from the utility companies (atlas information) and/or surveys performed By Others. The Owner and Engineer do not guarantee the accuracy or completeness of this information. The Contractor shall be are of potential conflicts with existing or other proposed utilities as indicated on the Plans or that b come apparent as the result of field locates By Others. The Contractor shall make their own vestigations as necessary to determine the existence, nature, and location of all utility lines and related appurtenances wMcn the limits or adjacent to the proposetl improvements. The Contactor shall locate all utilities far enough in advance to avoid all conflicts between existing utlllties and proposed Improvements and make the Engineer aware of any such conflicts. ff the Contractor counters a conflict between the proposed improvements and existing utility that was not located !n advance by the Contractor, then the Contractor shall at no cost io Owner, relocate the proposed Improvements and/or utility to avoid the conflict. 14. The Contractor will be required to cooperate with all utility companies involved in connection with the oval, temporary relocation, construction, reconstruction or abandonment by these companies of any and all services or facilities owned or operated by them within the limits or general vicinity of the proposed improvements. Further, at the direction of the Owner and Utility Companies the Contractor shall coordinate the location and install PVC sleeves as necessary under the proposed pavement, curbs, walks, etc. for utility companies to run their proposetl utility lines. 15. Before doing any work which will damage, disturb or leave unsupported, or unprotected any utility lines r related appurtenances encountered, the Contractor shall notify the respective Owner thereof, who will make all arangements for relocating, adjusting, bracing, or otherwise maintaining or abandoning on lines that fall within the limits of the proposed construction without cost to the Contractor, including the removal of all cables, manhole covers and other related appurtenances which the Owner desires to salvage. After such arrangements have been made, the Contractor will proceed with the work as directed by the Engineer. All utility lines and related appurtenances which are abandoned shall be removed 'd necessary and legally disposed of legally off-sde by the Contractor. 16. No extra compensation will be allowed by the Contractor for any expense incurred for complying with all of these aforementioned utility coordination and cooperation requirements, or because of delays, or Interruptions in their work resulting from the failure of any utility company to remove, relocate. construct, reconstructor abandon their services. The responsibility for prompt and timely oval, relocation, reconstruction or abandonment of their facilities by all utility companies involved, and the coordination of their own work with that of these companies to the end that work on this improvement is not delayed because of the necessary changes in the existing utilities, public or private, shall rest upon the Contractor. 17. Prior to commencing work, the Contractor is to field check and verify all critical locations, elevations, materials, sizes, dimensions, and conditions affecting the work, and notify the Engineer immediately if there are any suspected discrepancies. No work shall be performed until the suspected discrepancy has been resolved. The Contractor shall also call to the attention of the Engineer any errors or discrepancies which may be suspected in the lines and grades which are established by the Surveyor, and shall not proceed with the work until any lines and grades which are to believed to be in error have been verified or corrected by the Engineer. 18. The Contactor shall maintain positive drainage at all times during construction. Construction shall not block off -she drainage and the flow from any drainage ways, field tiles, storm sewers or similar draining off-site properties. All on-site existing field tiles, storm sewers, drainage ways or similar encountered or damaged during construction shall be maintained, restored to their original pre -construction condition or better, properly re-routed, and/or connected to the proposed stornwater drainage system. If this can't be accomplished then the field tile should be repaired or re-routed with new pipe of similar diameter to the original line and put back in service. The Contractor shall notify the Engineer ff any such field tiles are encountered. Whenever during any construction activities any loose material is deposited in the flow line of gutters, ditches, drainage structures, etc. such that the natural flow of water is obstructed, this materia! shall be removed by the responsible party. 19. Prior to commencement of construction, o^ sites that will ultimately result in the disturbance of one (1) re, the Contractor shall be responsible for obtaining a copy of the notice of coverage letter and the IEPA National Pollutant Discharge Elimination System (NPDES) General Permit ILR10 from the Owner, The Owner together along with the Contractor antl/or other entities if so designated by the Owner, shall be responsible for ensuring that all the requirements of the General Persil antl the Storm Water Pollution Prevention Plan (SWPPP) inclutling but not limited to the Installation, maintenance as well as the installation of any additional measures necessary that may be required, and inspections of the soil erosion and sediment control measures as well as completing all of the necessary applicable oertifica5ons, reports, logs, etc. Inspections are required to be performed at least once every seven (7) calendar days and within 24 hours of the end of a storm event of 0.5 inches of rain (or equivalent snowfall) or greater. The SWPPP antl all the required paperwork shall be kept on-site antl be organized and ready for viewing. 20. No construction activities, disturbance or fill shall occur within me limits of natural resources such as wetlands, floodplains, creeks, streams, ponds, lakes, basins, reservoirs, etc. or their respective buffers unless specifically specified on the Plans and further that the work has been permitted. The Contactor shall take sufficient precautions to protect these natural resources that are to remain, whether on-site • n adjacent property, to protect them from sediment, fuels, oils, bitumens, celcium chloride, or other harmful materials that may be a detriment. The Contactor shall conduct antl schedule their Construction so as to avoid siltation, or other disturbance or impact to these natural resource areas. The Contractor shall not disturb or otherwise Impact these designated natural resource areas, or areas that have been designated to be protected or as essential habitat for State or Federal listed endangered or threatened species, or Prairie or Savannah areas where the Owner has made mmitments for protection of mese areas. Also, if previously unidentified natural resource areas, pairies, savannahs, or areas or locations suspected of containing protected species are identified during construction, the Contactor shall not disturb them unless written permission to do so is granted by the Owner or applicable Jurisdictional Agency. If the Owner, Engineer, or applicable Jurisdictional Agency determines that additional measures are necessary to prevent or mitigate project effects on natural resource areas, prairies, savannahs, protected species, or essential habitat the Contractor shall cooperate in accomplishing these measures. 21. The Contactor shall confine their activities to within the project boundaries, work areas, or easements specthed. No work shall be performed on adjacent private property or outside the project work areas without the written permission of each respective Owner. The Contractor shall be liable for damage usetl to existing or newly installed improvements as well as any tlamage on adjacent property or • outside designated work areas, provided damage us a result of Contractor action, or lack thereof. 22. The Contractor is responsible for returning all areas affected by equipment, materials and/or laborers to preconstruction condition or better. All existing utilities or improvements, inclutling but not limited to pavements, curbs, drives, bees, and parkways damaged or removed during construction shall be promptly restored to their respective original preconstruction condition or better. The Contractor Is also responsible for protecting all newly constructed work from damage until the project has been corn leted and has been a roved antl acce ted b the Owner, P PP P Y 23. work or p hen Mec tedtto d os sbyll be performetl immediately upon completion of aach phase p the work or when directed to tlo so by the Owner, so Nat these aeras will be restored as ready as possible to their original pre-constmdlon condition or better, and shall include but not be limited to, restoration of maintained lawns and rights-of-way, roadways, driveways, sidewalks, ditches, landscaping, fences, mailboxes, storm sewers, drain tiles, sanitary sewers, water mains, etc. It shall also be the responsibility of the Contractor to remove from the site any and all materials and debris which results from their consfrudlon operations at no additional expense to the Owner. 24. All proposed grades shown on the Plans shall be considered to be finished grade surface elevations unless noted otherwise. 25. Construction stakin /la out shall be rovided b the Contractor and shall be included cn the Contract 9 Y P Y Price unless otherwise a reed u n writin with the Owner rior to the start of Construction. 9 Po In 9 P 2fi. All Construction means and methods, techniques, procedures, schetluling, sequencing, and job site safe is the sole res nsibilil of the Contractor. ty pa v 27. The Contractor shall observe and comply with all the Ocoupational Safety and Health PAminisiration (OSHA) standards, rules and regulations, as well as any other applicable local, state antl federal safety requirements. 28. All trenching, shoring, bracing and construction work performed shall be m accordance with the Occu ational Safe antl Health Administration OSHA standards. p ty 29. The vontactor shall take wobtever steps necessary tN protect the public from open trenches, • ovations, antl other site obstructions or hazams. No trenches, excavations or holes in the pavement or parkway are to be left open over a holiday, weekend, or after 3 p.m. on the day preceding a holida o weekend. y r 30. During consWction the Contractor and Meir Sub -Contactors shall keep the premises clean by wing all rubbish, debris, waste material antl other accumulations as necessary. The Contactor shall dean me premises to the satisfaction of the Village/City antl Owner. 31. The Contractor shall have appropriate equipment and material including street sweepers and end loaders available on-site at alltimes whene ui meat or vehicles are usin existin ublic or rivate 9 P 9 9r" P roatls antl/or pavement. The Contractor shall immetlialely remove any setlimenl or tlebris inclutling but not limited to dirt, mud, clay, sediment, concrete, gravel, sand, stones, plant material, refuse, garbage, oil, grease, etc. deposited on any roadway, street, walk. alley or other pavement by any equipment, vehicles or personnel associated with this project. This work shall be considered incidental to the Contact. 32. The Contactor shall at all times maintain proper dust control ai the site and shall have a watering truck readily available during all wodeing hours. The Contactor shall water the entire site whenever the site conditions become unhealthy due to blowing soil or dust. The site shall be watered as many times per day as necessary to maintain a healthy work site as determined by the Owner or Engineer. Water for • mergency use shall not be obtained from any fire hydrant, unless the fire hydrant is metered with a proper backflow prevenler in accordance with Village/City or Jurisdictional Agency requirements. The cost to furnish dust control shall be 108110ntal to the cost of Construction. 33. Trees not marked for removal shall be protected as necessary by the Contactor. In the event that a tree is damaged by the Contractor during construction, the Contractor shall replace such tree with a tree or trees in accordance with Village/City requirements. If the Village/City does not have specific tree replacement requirements, the damaged existing or newly planted tae shall be replaced in ccordance with the procedures outlined in Section 201 of the IDOT Standard Specifications. The Contractor shall ensure that they are familiar with the applicable tree preservation requirements and shall be held responsible for the replacement of all damaged trees not designed for removal, and any penalties associated with the unapproved removal of trees. 34. Where overhanging branches, limbs, or roots interfere with the requiretl construction activities, saitl branches, limbs, or roots shall be trimmed or pinned as necessary In accordance with Section 201 of the IDOT Standard Specifications. This work shall be performetl untler the supervision of an approved arborist or landscape architect. 35. The Contactor is responsible for the installation and maintenance of adequate signs, traffic control devices, and waming devices, in accordance with the Plans, applicable IDOT Standard Specifications and the MUTCD Standards to inform and protect the public during all phases of construction. The Contractor shall provide all signage, barricades, devices, equipment, personnel, etc. necessary to provide for safe and efficient traffic flow in all areas where the work will interrupt, interfere or cause to change in any form, the conditions of traffic flow that existed prior to the commencement of any portions of the work. Roadways shall remain open to a degree satisfactory to the Owner or applicable Jurisdictional Agency which at their discretion may require the Contractor to furnish traffic control under these or other circumstances where in their opinion it cs necessary for the protection of life antl property. Emergency vehicle access along with access to fire hydrants shall be maintained at all times. Further. unless authorized by the Owner, all existing access points shall be maintained at ail times by the Contractor. 36. Where noted !n the Pians, the Contractor shall have Shop Drawings and any other required supporting documentation or calculations prepared antl submitted for review antl approval prior to any fabrication, placement, or construction. If structural elements such as retaining walls are required, the drawings and any required supporting design calculations must be prepared, and signed and sealed by an Illinois licensed Structural Engineer. 37. The Contractor is responsible for having a set of approved Plans and Specifications with the latest on date on the job site al all times during the construction period. 38. The Contractor shall maintain a dean, legible, undamaged set of Field Marked Construction Plans. These Field Marked Construction Plans shall show the location of the actual installed location of all underground utilities including related appurtenances (sanitary, storm, water, service stubs, gas, telephone, electric, cable TV, etc.) giving particular attention to concealed elements that would be difficult to measure and record at a later date. Any approved modifications, deviations, or alterations from the approved Plans should also be noted and shown on these Field Marked Construction Plans. These Field Marked Construction Plans shall be provided to the Owner/Engineer at the completion of construction. 39. All work that is performed that is not in conformity with the Pians, Specifications or other Contract Documents or that is defective shall be removed and replaced, or otherwise corrected or remedied by and at the sole expense of the Contractor. Any unauthorized work or work performed beyond the limits ss of that shown on the Plans will not be measured or paid for. 40. All work performed under the Plans, Specifications or other Contract Documents shall be guaranteed against all defects i^ materials and workmanship of whatever nature by the Contractor and his surety for a minimum period of 12 months from the date of final acceptance of the work by the Village/City, other applicable Jurisdictional Agencies, and the Owner. unless otherwise agreed upon in writing with the Owner prior to the start of construction,. 41. Before acceptance by the Owner and prior to final payment all work shall be inspected and approved by the Owner or designated representative. Final payment will be made after the Contractors work has been approved antl accepted or as required by the Contract Documents. 42. If required, the Owner shall have As -built or Record Drawings prepared and submitted 10 the Village/City and all other applicable Jurisdictional Agencies for approval after the completion of onsWction. These drawings shall be prepared in accordance with the Village/City and other applicable Jurisdictional Agency requirements. The As -built or Record Drawings must be prepared, and signed and sealed by a registered professional Engineer in Illinois. DEMOLITION AND CLEARING 1. The Contractor shall perforin all demolition, clearing, grubbing, and tree removal and protection work In ccordance with all applicable Federal, Stale, County and Local requirements or as noted in the Plans. 2. Prior to the commencement of any demolition or clearing activities, the Owner or Contractor shall obtain all applicable permits to disconnect the existing utility services to each building proposed for demolition. 3. The Contractor shall coordinate all demolition work with the Village/City, utility companies, and other Jurisdictional Agencies, so as to ensure the protection of all existing sewer, water main, and other u tilities, antl further to ensure that proper stormwater conveyance is attained until the proposed improvements can be installed and placed into operation. 4. Clearing shall consist of the removal and legal disposal Of all obstructions such as trees, hedges, fences, walls, accumulations of rubbish of whatever nature, and all logs, shrubs, brush, grass, weeds, and other vegetation and stumps. These items shall be removed whenever they are found within the street right-of-ways or within the limits of construction. Trees 10 be saved or protected shall be identified by the Engineer on the Plans or in the field. All trees except those designated to be saved or protected, as well as all stumps and hedges within the limits of construction, shall be removed ompletely and legally disposed of off-site oras otherwise designated on the Plans or authorized by the Owner. Trees designated to be saved or protected as indicated on the Plans oras directed by the Engineer, shall be protecletl from damage in accordance with the procedures outlined in Section 201 of the IDOT Standard Specifications. 5. All items shown to be removed on the Plans including items not specifically noted but necessary 10 be raved to construct the proposed improvements shall be demolished or removed as necessary and disposed of legally off-site or as approved by the Owner. 6. Existing utilities to be disconnected shall be done so at the main or as directed by the applicable Jurisdictional Agency or as noted on the Plans. 7. Utilities marked to be abandoned shall be abandoned as required by the applicable Jurisdictional Agency or as noted on the Plans. 8. All existing pavement or concrete to be removed shall be saw -cut along the limits of the proposed oval to provide a clean vertical edge. The cost of saw -cutting shall be considered incidental to the oval of each item. 9. All voids left by any item removed under any proposed building, pavement walk or other structural • r within zones of influence thereof shall be properly backfilled with suitable backfill material antl/or compacted as necessary by the Contactor. 10. The Contactor shall implement a daily program for dust control as it relates to the demolition and clearing activities. This program is to be approved by the Village/City prior to the start of any demolition or clearing work. 11. All existing building services serving buildings that are to be removed shall be disconnected antl raved as required by the applicable Jurisdictional Agency. 12. All existing wells shown on the Plans to be abandoned or that are discovered during the course of onsWction shall be exposed and cutoff three (3) feet below the proposed finished grade and sealed by the Contractor in accortlance with Section 920 of the 'Illinois Water Well Construction Cotle", latest etlition, or as required by the Health Department or by any other Local, County, State or Federal rules and regulations. 13. All existing septic tanks, grease traps or similar shown on the Plans to be abandoned or that are discovered during the course of construction shall have all liquids antl solids removed and disposed of legally off-site by a licensed commercial waste hauler !n accordance with the requirements of the Health Department or as required by any Local, County, State or Federal rules and regulations. The structures shall then be removed and disposed legally oft -site or broken in-place, so as not to hold liquid, and back-filled with suitable materials by the Contractor or as required by the Health Department or by any other Local, County, State or Federal rules and regulations. 14. Any material containing asbestos or other hazardous materials found within existing structures or other items shown to be removed !n order to construct the proposed improvements shall be removed from the site and legally disposed of off-site by the Contractor in accordance with applicable County, Stale or Federal rules or regulations. 15. All fire access lanes or routes located within the existing project area shall remain in service, clean of tlebris, and accessible for use by emergency vehicles al all times while demolition and clearing work is being performed. 16. It shall be the responsibility of the Contractor to legally remove from the site any and all materials and debris which results from their demolltlon or clearing operations at no additional expense to the Owner. Bu0ing or incineration on the site is not permitted. EARTHWORK AND GRADING 1. All earthwork and grading activities shall be performed !n accordance with the 1DOT Standard Specthcations oras noted In the Plans. Included In this work, but not necessarily limited to the following are: stripping and stockpiling of topsoil, mass gading and fine grading of the site and roadways, excavason of unsuitable materials and adequate disposal of unsuitable materials antl their replacement with suitable materials where required, construction of detention ponds, berm onstruction, and miscellaneous topsoil respread and seeding. 2. Any earthwork quantities, calculations, summaries that have been furnished by the Engineer are for information purposes only and are provided without any guarantee by the Owner or Engineer whatsoever as to their sufficiency or accuracy. They are 101004ed to be used solely as a guide for the Contractor in determining the scope of the completed project. Itis the responsibility of the Contactor to determine all material quantities and apprise themselves of all site conditions. The Contractor monis that he has performed his own investigations as necessary and his own calculations to determine site soil conditions and earthwork quantities. The Engineer makes no representation or guarantee regarding earthwork quantities or Thai the earthwork for this project will balance due to the varying field conditions, changing soil types, allowable construction tolerances and construction methods that are beyond the control of the Engineer. In the event that the Earthwork !s indicated to be Lump Sum then the Contract Price submitted by the Contractor shall be considered as Lump Sum and shall Include all items necessary for the complete project and no claims for extra work will be ecognized unless authorized !n writing by the Owner. 3. The soil boring reports for the subject property can be obtained from the Owner. The information presented in these reports is solely for the guidance of the Contactor. The Owner and the Engineer make no representation or warranty regarding the information contained !n the boring logs or soils report, The Contractor shall make their own investigations and shall plan their work accordingly. Arrangements to enter the property during the bidding phase may be made upon request of the Owner. There will be no additional payment for expenses incurred by the Contactor resulting from adverse soil or ground water conditions. 4. The initial establishment of soil erosion and sediment control measures such as the placement of • ontrol silt fence, stabilized construction entrance, inlet protection, etc. shall be installed by the Contractor dor to the start of demolition clearin and mass radio . P 9 9 9 5. All eaMwork and grading operations are to be supervised antl inspected by a qualified GcetechnicaWSoils Engineer or their designated representative. All testing, inspection, observation, and supervision of soil quality, unsuitable soil removal and its replacement, compaction testing, rands and retention areas hold/retain water antl other soils related o erations shall be • unng p p entirely the responsibility of the GeolechnicaVSoils Engineer. Furthermore, no undercut or other docummended remediation work shall be performed without authorization by the Owner and entation of extent by the GeotechnicaVSoils Engineer. 6. A qualified Geotechnical/Soils Engineer or their designated representative shall observe the onstruction of the retention antl detention areas Including berming to ensure the areas will be capable of holding the designated normal and high water levels. Gravel or sand seams, or other conditions which may be encountered and which might tend to dewater the area shall be remedied as directed by the Geotechnical/Sails Engineer. 7. Topsoil stripping or excavation shall initially consist of the removal of the uppermost layers of organic soil antl stockpiling ata location shown on the Plans, in another area deemed appropriate by the Contractor and approved by the Owner. or ata location specified by the Owner or Engineer. No stockpile location shall be finalized without the expllcll approval from the Owner. Further, stockpiles shall not be located within flood prone areas or within designated butler areas. 8. Stripping of vegetation or ground cover, grading, or other soil distu once activities shall be done !n a • er which will minimize soil erosion. Further, the disturbance shall be kept to a minimum and all disturbed areas shall be stabilized with temporary or permanent measures within fourteen (14) days of active hydrologic disturbance or redisturbance. 9. The Contractor shall take precautionary measures io m!n!m0e earthwork and other activities in the • s where trees are to be saved or protected as to not cause injury to roots or trunks. 10. Embankment placement including preparation of existing ground surface prior to embankment placement and compaction shall be in accordance with Section 205 of the IDOT Standard Specifications. All embankments located within structural fill areas or zones of influence thereof shall be constructed to a minimum 95% of the modMed proctor density In accordance with ASTM 01557. Embankments located in non-structural fill areas shall be constructed to a minimum of 90% of the modlfed proctor density in accordance with ASTM D1557. 11. Topsoil respread shall consist of placing a minimum of a four (4) inch layer of topsoil or depth indicatetl on the Plans over the disturbed unpaved areas within the construction limits. These areas shall then be seeded, sodded, landscaped, stabilized, etc. as indicated on the Plans. 12. Sod shall be placed on all disturbed areas within the right-of-way antl at other locations indicated on the Plans. 13. Refer to the Landscape Plans prepared By Others far additional information on the landscaping and ground cover requirements. 14. Completed subgratle grading and final finished grading for all proposed improvements shall be within a tolerance of plus or minus one-tenth (0.1) fool of the design elevation. 15. Contractor shall provide uniform slopes between proposed grades and smooth vertical rves/transitions through all high and low points. Smooth transitions shall be provided where any poposed improvements match into or abut existing improvements. 16. The subgratle for the proposed streets and other pavement areas shall be proof -rolled by the Contractor in the presence of the Village/City Engineer or applicable Jurisdictional Agency and the Geotechnical/Solls Engineer. Any unstable areas or failures encountered shall be removed and replaced or remediated as directed by the Village/City Engineer or applicable Jurisdictional Agency and Geotechnical/Soils Engineer. Any unstable areas or failures encountered and remediation method including approximate size, quantity, etc. shall be documented by the Geotechnical/Soils Engineer. 17. It shall be the responsibility of the Contractor to legally remove from the site any and all materials antl debris which results from their construction operations at no atlditional expense tome Owner. Burning or incineration on the site is not permitted. SEWER AND WATER MAIN GENERAL NOTES 1. All sanitary sewers, storm sewers and water mains as well as their services and other relatetl appurtenances shall be constructed antl tested in accordance with the "Standard Specifications for Water and Sewer Construction in Illinois", latest edition, the requirements of the applicable Jurisdictional Agency, and the applicable Typical Details. 2. Rough grading shall be within one (1) foot of finished subgrade elevation shall be completed prior to the commencement of the untlerground utility construction. 3. Trench excavation, bedding and backfill, and compaction for sanitary sewers, storm sewers, water mains as well as their services and other related appurtenances shall be In accordance with applicable Trench Section Details. 4. When in the opinion of the Geotechnical/Soils Engineer, unsuitable soil conditions are encountered within utility trenches which require the removal of unsuitable materials below the depth of the bedding specified, the Con0ctor shall remove the unsuitable soils and replace the material with granular compacted bedding material as directed by the Geotechnical/Solls Engineer, Village/City or other applicable Jurisdictional Agency. The depth of the required removal and replacement shall be documented by the Geotechnical/Soils Engineer and witnessed by the Contractor. This work, when approved by the Owner and Geotechnical/Soils Engineer, will be measured antl paid for at the contract unit price per cubic yard in place for unsuitable soil which price shall include the removal antl off-site disposal of unsuitable soil, the additional bedding material. and all labor, materials and equipment requiretl to perform the work as specified. 5. All utility trenches for the proposed sanitary sewer, storm sewer, water main and services lying under r where the inner edge of the trench is within two (2) feel of any pavement area, curb, curb and gutter, stabilized shoulder, sidewalk, building, utility cro sing or other structural area shall be backfilled with select granular backfill material and compacted as noted on the Plans. 6. The Contractor shall be responsible for dewatering any excavation for the installation of sanitary s, storm sewers, water mains as well as their services and other related appurtenances. Any dewatering required to construct the proposed underground improvements shall be considered Incidental to the respective underground improvement. 7. Connections to an existing sewer main shall be to an existing service stub, wye, tee, or manhole where possible. Sewer connections to existing sanitary manholes shall be machine cored. All pipe • sections to sanitary structures shall be made with flexible waterstop gasketlboot (resilient • rector) conforming to ASTM C923. 8. When connecting to an existing sewer main by means other than an existing service stub, nye, tee. or manhole, one of the following methods shall be used: a. Circular saw -cul of sewer main by proper tools ("shewer-tap" machine or similar) and proper installation of a suitable hub-wye saddle or hub -tee saddle. b. Remove the entire Section of pipe breaking only the top of one bell and replace with a wye or tee branch Section. c. With pipe cutter, neatly and accurately cut out the desired length of pipe for insertion of proper fittings, using "Band -Seal" or similar flexible type couplings to hold itfi0n19 in place. tl. 01her method approved by Jurisdictional Agency. 9. 'Band -Seal" or similar flexible type couplings shall be used in the connection of sewer pipe of dissimilar materials. 10. The Contractor shall mark the locations of the ends of the service stubs with 4"x4" wood osis P extentling a minimum of three (3) feat above the grountl. The top twelve (12) inches of post shall be painted green for sanitary, while for storm, and blue for water. The Contractor shall keep accurate cords of all service connection locations. 11. All structures including but not limited to frames and lids or grates, cleanouts, b -boxes, etc. shall be adjusted as necessary by the Contractor to final finished grade elevation. 12. All sanita s rs storm sewers water mains as well as their services and other related ry e appurtenances shall be thoroughly cleanetl to the satisfaction of the Village/City, Owner, and Engineer • ssary during construction, prior to inspection antl testing, antl at the entl of the project. 13. The Contractor shall co 011100te the testing and televising so that it can be witnessed by the applicable Jurisdiction Agency. 14. The cost of the cleanin ielevisin and testln shall be considered incidental to the Contract. 15. All deficiencies antl defects observed as well as any necessary corrective work requiretl as the result of testln or television !ns ection shall be erformed b the Contractor al no additional cost 10 the 9 P P Y Owner antl wimout tlela .All tli s racks Teaks im erl cealetl �oints antl de artures tom me Y P c Prof Y 1 P approved grades and alignment shall be repaired by removing and replacing the involved sections of pise. U on m letion thereof the sewer shall be retested and/or re -televised and such further p co p in pection made as may appear warranted by the Owner or as required by the Jurisdictional Agency. 16. Refer to Sanitary Sewer, Storm Sewer, Water Maln and Water Maln Protection Requirements for adticional requirements. SANITARY SEWER 1. Refer to Sewer and Water Main General Notes for additional r u mens. eq Ire 2. Gravity Sanitary Sewer Pipe shall be conshucled (cram one or mote of the following materials as specified on the Plans: a. Poi in I Chloride PVC Pie 000000nin to ASTM D3034 with a Standard Dimension Ratio Y Y P 9 (SDR) of 26 unless noted otherwise on the Plans with elastomeric gasketjoints conforming to ASTM D3212 and F477. b. Ductile Iron Pipe (DIP), Class 52, conforming to ANSI A21.51 and AW WA 0151 with rubber gasket joints conforming to ANSI 621.11 and AWWA 0111. The interior of the pipe antl fittings shall be cement -mortar lined !n accortlance with ANSI A21.4 and AWWA 0104. The exte0or of all pipes and fittings shall be coated with an asphaltic coating per ANSI A21.51 and AWN/A C151 for ductile Iron pipe, ami ANSI 021.10/621.53 antl AW WA C110/Cl53 for fittings. 3. Where water main quality pipe and joints are required to meet thewater main protection requirements the sanitary sewer pipe shall be constructed from one or more of the following materials as specified on the Plans: a. Polyvinyl Chloride (PVC) Pipe conforming to ASTM 02241 with a Standard Dimension Ratio (SDR) of 26 unless noted otherwise on the Plans with elastomeric gasket Joints conforming to ASTM 03139 and F477. b. Ductile Iron Pipe (DIP), Class 52, conforming to ANSI A21.51 antl AW WA 0151 with rubber gasket joints conforming to ANSI A21,11 and AW VVA 0111. The interior of the pipe and fittings shall be cement -mortar lined !n accordance with ANSI A21.4 and AWWA 0104. The exterior of all pipes and fittings shall be coated with an asphaltic coating per ANSI A21.51 and AW WA 0151 for ductile iron pipe, and ANSI A21.10/A21.53 and AW WA C110/C153 for fittings. 4. All sanitary manholes shall be constructed of precast reinforced concrete sections with longue antl oints conformin to ASTM C478 antl shall have a minimum inside tliameter of 48 -inches. If groove I g aeholepes and116 not entalfled in the Pians the required manete arse andr shall bsdetermined be e of pipes and their orientation. The precast reinforcetl concrete base antl bottom section shall be onolithically cast. All pipe openings in the structure shall be precast into the structure walls at the proper invert elevation antl orientation. Benches and defined channel invert flow lines shall be provided al bottom of structures to provide smooth defined tow path between all inlet antl outlet pipe verts. Sanitary manholes shall have eccentric offset cones, except where necessary due to height and opening restrictions, where a precast reinforced concrete flat top slab section shall be provitletl !n -lieu of an eccentric cone section. Flat top slabs shall conform to IDOT Standard Detail 602601 as well as meet the H-20/HS-201oading requirement. Concrete adjusting rings will be permitted where • ssary and shall be limited to Mm (2) adjusting rings totaling not more than eight (8) inches !n height or as permitted by the applicable Jurisdictional Agency. Ail joints between structure sections, adjusting rings and frames shall be securely sealed to one another using a resilient, flexible. on -hardening bituminous mastic or butyl sealing compound In accordance with ASTM C990. or flexible rubber gasket in accordance with ASTM 0443 in order to provide a watertight joint. The Contractor shall remove all excess mastic on inside of structure and butter joints with mortar. 5. External chimney seals shall be provided on all sanitary manholes and all sanitary manholes shall be watertight. 6. Sanitary manhole frames and lids shall be Neenah R-1713 with Type B, self-sealing, watedight lids with concealed pick holes or approved equal, unless noted otherwise in the Plans. Sanitary manhole lids shall be imprinted with the word "SANITARY' cast into the lid. 7. Manhole steps shall be furnished and 108181led in all Sanitary and Storm structures in accordance with the "Standard Specifications for Water antl Sewer Construction", latest etlition antl as shown on the Plans. Steps shall be polypropylene coated steel core reinforced steps with slip, load, and pullout ratings in accordance with ASTM C478 and OSHA requirements. The steps shall be placed uniformly at twelve (12) to sixteen (16) inches on -center and shall be located directly below the manhole frame opening and shall not be located directly over a pipe opening with the alignment of the steps generally perpendicular to the pipe flow direction wherever possible. 8. An extemal drop manhole structure in accordance with Plans or other Jurisdictional Agency requirements shall be provided where the difference between inverts is greater than or equal 10 two (2) feet. 9. The minimum cover over sanitary sewer 1lnes and services shall be three (3) feet. 10. The minimum sanitary service line size shall be 6 -inch diameter pipe ata 1.0% minimum slope. All s stubs shall be capped with a watertight plug until connection is ready to be made. The plug shall be properly secured to withstand the required test pressures. 11. Sanitary sewer service risers shall be installed where the mainline sewer depth is greater than twelve (12) feel or in locations indicated on the Plans. 12. 010800uts shall be provided in locations shown on the Plans or as required by the Judsdictional Agency. 13. All floor drains shall discharge into the sanitary sewer. 14. External grease traps, if applicable, shall be provided in accordance with the Jurisdictional Agency requirements at the locations shown on Plans. Contractor shall submit shop drawings for review antl approval prior to ordering or fabticating the grease trap. 15. Sanitary sewers and related appurtenances shall be tested and televised to accordance with the following: a. All sanitary sewers shall be tested for acceptability by either an air test, Inflltration of water test, or ex(Itralion of water test ora combination thereof in accordance with the 'Standard Specifications for Water antl Sewer Construction", latest etlition or in accordance with the requirements of the Village/City or applicable Jurisdictional Agency, whichever is more restrictive. The maximum allowable rate of infiltration or exfillration shall not exceed 100 gallons per inch diameter of pipe per mile of pipe per day. b. All flexible pipe sanitary sewers shall be deflection tested in accordance with the "Standard Specifications for Water and Sewer Construction", latest edition or in accordance with the requirements of the Village/City or applicable Jurisdictional Agency, whichever is more restrictive. Deflection shall not exceed the manufacturer's recommended deflection limits or a maximum of 5% of the internal diameter of the pipe, whichever is more stringent c. All sanitary manholes shall be tested for watertightness using a leakage test in accordance with ASTM 0969 - "Standard Practice far Infiltration and Exfiltation Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines" or ASTM C1244 - "Standard Test Method for Concrete Sewer Manholes by the Negative Pressure (Vacuum) Test Prior to Backfill". d. The Contractor shall televise all newly constructed sanitary sewers in accortlance with applicable Jurisdictional Agency requirements prior to the completion of the project and final acceptance. A copy of the inspection video shall be provided to the applicable Judsdlctional Agency and the Engineer for review. CITY OF DES PLAINES GENERAL NOTES FOR SEWER AND WATER IMPROVEMENTS (NOTE: CITY OF DES PLAINES NOTES SUPERSEDE ALL OTHERS.) 1. Un1es9 otherwise noted or shown on the approved Engineering Plans, all sanitary sewer, storm sewer water main construction shall be per the Standard Specifications for Water and Sewer Construction thr Illinois, Latest Edition. 2. If a conflict between approved Engineering Plans and the Standard Specifications for Water antl Sewer Construction in Illinois, Latest Edition oc rs, the approved Engineering Plans shall take precedence and will govem. These City of Des Plaines General Notes for Sewer and Water Improvements are considered to be part of the Plans and also shall govern If a conflict occurs. 3. The following materials are City of Des Plaines Standards, No variation from these approved standard materials will be accepted, 4. Water main pipe shall be Ductile iron pipe AWWA C-151, Class 52, with AWWA C-111 push -on gasketed joints (or mechanical), with AWWA C-153 and ANSI A 21.53 fittings, all with AWWA 0-104 mens mortar lining, Polyethylene encasement shall conform to AW WA 0105 antl ANSI A21.5. All water main shall be polyethylene encased. 5. Fire. hydrants shall be Mueller Super Centurion 250 catalog No. 6-423 with six (6) inch auxiliary valve catalog No. 2360. 6. Gale valves shall be Mueller A-2360. 7. Sewer bedding shall be CA -11 Or CA -13 crushed. 8. Refer to MWRD notes for sanitary sewer requirements. 9. Storm sewer and culvert pipe shall be constructed of one or more of the following: a. Reinforced concrete pipe ASTM C-76 with 0 -Ring gasket joints conforming to ASTM C-443. Class as per Section 550 of the IDOT Standard Specflcations, Pipe class shall be per Section 550 of !DOT Standard Specifications, except that pipe shall be a m Class III in on -structural areas (i,e., grass, parkway, etc.) and a minimum of Class !V Inmor within zone of influence of all s0udura! areas (i.e. roadways, parking Iota curbs, walks, etc.). b. Ductile Iron Pipe AWWA C-151, Class 52, with AWWA C-111 push -on joints and AWWA C-104 ment mortar lining. 10. Concrete Flared End Sections shall be per IDOT Stantlartl 542301, 11. Trench backfill shall be CA -6 crushed stone or crushed gravel. Samples of all materials shall be furnished to the Engineering Department for approval prior to incorporating any material in the proposed construction. Flowable fill shall be used for a!! trench backfill in the Public R.O.W. for water main, sanitary sewer and storm sewer. 12. Sanitary frames and Lids shall be per the following: a. East Jordan Iron Works Company Catalog No. 1022-1, specify gasket, extra H.D. cover (3256), cealed pick -hole, "CITY OF DES PLAINES - SANITARY" imprint on cover. For 4" high frame, i East JOMan Iron Works Com an Cala o No. 1037 Fame. Construction with 4" frames must p y g must be approved bo me ny o1Des No.n8- Director p Enyinee- a ili grlting. b. Neenah Fountlry Company Catalog No. R -1772-B, specify s 196 008ling Icd, concealed pick -hole, "CITY OF DES PLAINES - SANITARY" Imprint on !!d, For 4" high fame, specify Neenah Foundry Company Catalog No. R-1647 frame. Construction with 4" frames must be approved by the City of Des Plaines Director of Engineering !n writing. 13. Storm or Water frames and Lids shall be per the following: a. East Jordan Iron Works Company Catalog No. 1022-1, specify H.D. cover (3259), "STORM" or "WATER" lmpOnt on cover. For 4" high frame, specify East Jordan Iron Works Company Catalog No. 1037 Frame. Construction with 4" frames must be approved by the City of Des Plaines Director of Engineering in wdting. Open !id storm structures shall have type M1 gale. b. Neenah Foundry Company Catalog No. R-1772-6, specify, "STORM" or' WATER" imprint on !!d, For 4" high frame, use Neenah Foundry Company Catalog No. R-1647 frame. Construction with 4" frames must be approved by the City of Des Plaines 0lrector of Engineering !n writing. Open 1111 storm structures shall have R-2502 grate. 14. Catch Basins shall be as shown on plans. A!! parking tot drainage structures (unless noted otherwise) shall be 48 -inch diameter, Type A catch basins, with a 24 -inch diameter Type A inlet. See plans for inlet locations. 15. Curb and gutter storm structure frame and grates shall be per the following: Standard Low-Polnt- a. East Jordan Iron Works Company Catalog No. 7221 M1 (T1 curb back) frame end grate. b. Neenah Foundry Company Catalog No. R -3278-A frame and grate. Flow Through - a. East Jordan Iron Works Company Catalog No. 7221 M4 (T1 curb back) frame and grate. b. Neenah Foundry Company Catalog No. R -3278 -AL frame and grate. 16. Ditch grates shall be per the following: a. East Jordan Iron Works Company Catalog No. 6527 grate. b. Neenah Foundry Company Catalog No. R4340 -B grate. 17. Structure steps shall be propylene coated steel reinforcing rods and shall meet OSHA Standards for Load and Pullout Ratings oras approved by the City Engineer. 18. Contact Public Works Department at (847) 391-5469 for water main locates and shut -offs. 19. Refer to MWRD (MSD) Permit, if applicable and MWRD Notes for their inspection and notification requirements. Ail public storm, sanitary and water main improvements require inspection notification prior to any construction. Notify the Engineering Department, (847) 301-5390 two (2) working days prior to any construction to arrange for required inspections. All material to be incorporated into the public improvements requires Inspection and approval prior to any construction. 20. The City shall maintain water main only. A!! other maintenance will be the responsibility of the Home Owners Association (HOA). 0 E U° 8 L V g n m 3 w W W"o C m `r E - W w_ L w p d _ [ E i W ._ V v W _ QF C 1/ T w E C �''�IY,..,YIC'7' 0 IJ U GENERAL NOTES AND SPECIFICATIONS Z W Q � J Z� O - Z d W J Z �Z O W5 C7 p o Za w C C W J W 1 - Project Manager: 1 D T Engineer: P A C Dote: 01/22/2016 Project No. 14-168 f Sheet C".�/ F C9 O oosnrsP i t a.� o,os C,eze rnlfd.o Page 77 of 121