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15-76 0__________(c) Resolution No. 15-76 RESOLUTION AUTHORIZING EXECUTION OF A FIRST AMENDMENT TO ANNEXATION AGREEMENT WITH THE RYLAND GROUP, INC. (Stonebrook Development-Cedar Grove Subdivision)) WHEREAS,the owners of certain property commonly known as 7.061 acres more or less of the Stonebrook Development-Cedar Grove Subdivision, have proposed that the annexation agreement between the owners and the City of Elgin concerning said property be amended; and WHEREAS, after due notice as required by law,a public hearing on said proposal was held by the corporate authorities of the City of Elgin; and WHEREAS, the proposed First Amendment to Annexation Agreement with The Ryland Group, Inc. is in the best interests of the City of Elgin. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that David J. Kaptain, Mayor, and Kimberly A. Dewis, City Clerk, be and are hereby authorized and directed to execute, on behalf of the City of Elgin, the First Amendment to Annexation Agreement with The Ryland Group, Inc., a copy of which is attached hereto. David J. Kaptain, Mayor Presented: May 27, 2015 Adopted: Vote: Yeas Nays: Recorded: Attest: Kimberly A. Dewis, City Clerk Resolution No. 15-76 RESOLUTION AUTHORIZING EXECUTION OF A FIRST AMENDMENT TO ANNEXATION AGREEMENT WITH THE RYLAND GROUP, INC. (Stonebrook Development-Cedar Grove Subdivision)) WHEREAS,the owners of certain property commonly known as 7.061 acres more or less of the Stonebrook Development-Cedar Grove Subdivision, have proposed that the annexation agreement between the owners and the City of Elgin concerning said property be amended; and WHEREAS, after due notice as required by law,a public hearing on said proposal was held by the corporate authorities of the City of Elgin; and WHEREAS, the proposed First Amendment to Annexation Agreement with The Ryland Group, Inc. is in the best interests of the City of Elgin. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that David J. Kaptain, Mayor, and Kimberly A. Dewis, City Clerk, be and are hereby authorized and directed to execute, on behalf of the City of Elgin, the First Amendment to Annexation Agreement with The Ryland Group, Inc., a copy of which is attached hereto. s/David J. Kaptain David J. Kaptain, Mayor Presented: May 27, 2015 Adopted: May 27, 2015 Omnibus Vote: Yeas: 9 Nays: 0 Attest: s/Kimberly Dewis Kimberly Dewis, City Clerk FIRST AMENDMENT TO ANNEXATION AGREEMENT (Stonebrook Development-Cedar Grove Subdivision) THIS FIRST AMENDMENT TO ANNEXATION AGREEMENT ("Amendment") is made and entered into this 27th day of May, 2015 by and between the City of Elgin, Illinois, a municipal corporation (hereinafter referred to as the "City"), of the counties of Cook and Kane, in the State of Illinois, and The Ryland Group, Inc., a Maryland corporation (hereinafter referred to as "Developer" and"Owner"). WITNESSETH Whereas, Owner's predecessor in title and the City entered into an Annexation Agreement dated April 13, 2005 (hereinafter referred to as the "Agreement"), regarding the property commonly known as Stonebrook Development; and Whereas, Owner owns that portion of Cedar Grove Subdivision, being a neighborhood in the Stonebrook Development, legally described in Exhibit "A" attached hereto and made a part hereof(hereinafter referred to as the "Subject Property"); and Whereas, Owner desires to amend the Agreement to modify the permitted use for the Subject Property, from 46 townhomes on 8 townhome lots with 2 open space lots to 25 single family lots and 1 open space lot, pursuant to a zoning modification and plat of resubdivision as hereinafter described, following the same architectural standards that exist today, but with additional building elevations and floor plans as depicted in Exhibit B attached hereto and made a part hereof; and Whereas, Owner desires to amend the zoning map attached as Exhibit "C-1" to the Agreement, as it relates to the Subject Property; and Whereas, the City desires to accommodate Owner's desire to so amend such Exhibit "C- 1" and approve a Final Plat of Resubdivision and PUD Plan ("Final Plat") and Final Engineering Plans for 25 single-family residential lots and 1 open space lot on the Subject Property; and Whereas, the Plan Commission and City Council have held all required public hearings pursuant to due and proper notice on the proposed amendment to the Agreement, the proposed amended zoning map and related PSFR2 and PMFR zoning ordinances, the Final Plat and Final Engineering Plans, as required by law. Now Therefore, for and inconsideration of the premises and the mutual promises and agreements herein contained and pursuant to the authority and conditions given and contained in the statutes of the State of Illinois, the parties hereby agree as follows: A. This Amendment is made pursuant to and in accordance with the provisions of Section 11 of the Illinois Municipal Code (65 ILCS 5/11-15.1.1 et seq.), and in the exercise of the home rule power of the City. B. The "Zoning Map" exhibit attached as Exhibit C-1 to the Annexation Agreement is hereby amended with respect to the Subject Property to convert the Subject Property from the existing PMFR Planned Multiple Family Residence District to the PSFR2 Planned Single Family Residence District to provide for the conversion of 46 townhomes on 8 townhome lots with 2 open space lots into 25 single-family residential lots and 1 open space lot, pursuant to Exhibit C- 2 of this Amendment. C. In furtherance of the aforesaid zoning modification to the Subject Property, the Subject Property and the development contemplated thereon shall be developed in accordance with the Final Plat of Subdivision titled "Resubdivision of Cedar Grove", prepared by Mackie Consultants, LLC, dated March 6, 2015 with a latest revision date of April 15, 2015, and the Final Engineering Plans entitled Cedar Grove East Redevelopment prepared by Mackie Consultants, LLC, dated March 6, 2015 with a latest revision date of April 14, 2015, attached hereto as Exhibit D and E, respectively, with such further revisions of said Final Plat of Subdivision and Final Engineering Plans as required by the City Engineer. D. The "Building Elevations and Design Guidelines" attached as Exhibit H to the Agreement is hereby expanded to permit the building elevations and floor plans as depicted in Exhibit B of this Amendment on the Subject Property. E. Immediately after the entry into this Amendment, the City shall pass or adopt an ordinance amending the PMFR Planned Multiple Family Residence District ordinance with respect to the Subject Property in the form attached hereto as Exhibit F and an ordinance amending the PSFR2 Planned Single Family Residence District ordinance with respect to the Subject Property in the form as set forth in Exhibit G attached hereto. F. In the event of any conflict between the terms of the Agreement and the terms of this Amendment, the terms of this Amendment shall supersede, govern and control. In all other respects, the Agreement shall remain in full force and effect as originally written and as amended. [SIGNATURE PAGE FOLLOWS] IN WITNESS WHEREOF, the Elgin Corporate Authorities and Owner have hereunto set their hands and seals and have caused this instrument to be executed, by their duly authorized officials and the corporate seal affixed hereto, all on the day and year first above written. - 2 - CITY: OWNER: CITY OF ELGIN, a municipal corporation The Ryland Group, Inc., a Maryland corporation /iro• By: Ji P. arroll Mayor Its: Operational Vice President Attest: B .• City Clerk F:\Legal Dept\Agreement\Annexation-Ryland Group-Stonebrook Develop-Cedar Grove-1st Amendment-redlined 5-5-15-RR.docx - 3 - Zoning Legal Description PARCEL 1: THAT PART OF LOTS 58, 67, 68, 69, 70, 71, 72, 73, AND 74 IN CEDAR GROVE SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTIONS 25 AND 26, TOWNSHIP 41 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED ON FEBRUARY 29, 2008 AS DOCUMENT NUMBER 2008K017136, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERLY MOST CORNER OF LOT 58; THENCE SOUTH 70 DEGREES 54 MINUTES 38 SECONDS EAST, A DISTANCE OF 595.00 FEET, ALONG THE NORTHERLY LINE OF SAID LOT 58 AND ALSO BEING THE SOUTH LINE OF POMPTON AVENUE;THENCE SOUTH 19 DEGREES 05 MINUTES 22 SECONDS WEST, A DISTANCE OF 145.50 FEET; THENCE ALONG A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 60.00 FEET, AN ARC DISTANCE 60.04 FEET, AND A CHORD BEARING SOUTH 47 DEGREES 45 MINUTES 17 SECONDS WEST; THENCE SOUTH 76 DEGREES 25 MINUTES 12 SECONDS WEST,A DISTANCE OF 17.25 FEET; THENCE SOUTH 01 DEGREE 26 MINUTES 37 SECONDS EAST, A DISTANCE OF 112.25 FEET; THENCE SOUTH 88 DEGREES 33 MINUTES 23 SECONDS WEST, A DISTANCE OF 573.07 FEET, TO A WESTERLY LINE OF SAID LOT 58, AND ALSO BEING AN EASTERLY LINE OF LOT 38 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 01 DEGREE 26 MINUTES 37 SECONDS WEST, A DISTANCE OF 98.02 FEET, ALONG SAID WESTERLY LINE OF LOT 58; THENCE NORTH 04 DEGREES 52 MINUTES 22 SECONDS EAST, A DISTANCE OF 86.30 FEET,ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF LOT 37 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 70 DEGREES 54 MINUTES 38 SECONDS WEST, A DISTANCE OF 135.00 FEET, ALONG A BOUNDARY LINE OF SAID LOT 58 AND ALSO BEING A NORTHERLY LINE OF LOT 37 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 19 DEGREES 05 MINUTES 22 SECONDS EAST, A DISTANCE OF 66.00 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF ALBERTA ROAD; TIIENCE SOUTH 70 DEGREES 54 MINUTES 38 SECONDS EAST, A DISTANCE OF 135.00 FEET, ALONG A BOUNDARY LINE OF SAID LOT 58 AND ALSO BEING A SOUTHERLY LINE OF LOT 36 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 19 DEGREES 05 MINUTES 22 SECONDS EAST, A DISTANCE OF 270.00 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF LOTS 36, 35 AND 34 IN SAID CEDAR GROVE SUBDIVISION, TO THE POINT OF BEGINNING, ALL IN KANE COUNTY, ILLINOIS. PARCEL 2: LOT 57 IN CEDAR GROVE SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTIONS 25 AND 26, TOWNSHIP 41 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 29, 2008 AS DOCUMENT NUMBER 2008K017136, IN KANE COUNTY, ILLINOIS. TOTAL AREA CONTAINS 308,050 OR 7.061 ACRES MORE OR LESS. EXHIBIT A EXHIBIT B I RYLAND HOMES . , . , . 1 -_ 1 L \ LI i 1 ()11 S Auburn . 7.. ,2- ,.... ...;%;7' 4,- ... _1_ . -Th.. -- ... .. , , i F I . .1 [ 111111,.. -,..--- ........... ---. ---- ELEVATION C SHOWN WITH OPTIONAL BRICK, RAILS & TRANSOM WINDOW 1 , .• .. r ' , . . - 1 ; .-„ ,.........,_ 1. ' I : I ' A ,. ..i__: _ _.. . t r • Li , L . -____ A i _ i flail ' "NIL . .1111i. ELEVATION A ELEVATION B SHOWN WITH OPTIONAL RAILS & SHOWN WITH OPTIONAL BRICK, TRANSOM WINDOW RAILS & TRANSOM WINDOW RYLAND HOMES' ryland.com at /411,1,111,•III 4Iit,..1“1.1.1.• Illi•.411,11•111,s111,11,.1,11 1M.1.,ilt,Itt i 111 o,•,,o114p1111 `,,,,`,t,•I 01.11,1 41 if I ista I •.■ 4,,,Ix1,1,p Itl.`il I• ...1(.1. 11. it oid..11‘.,1.11,1141 •,- l'Imp t,, .1,,'1,1 4,11■.pctik ,,I/4,11,111 PI., I,,Lt,i t pl oi 1, 1,1,,1 ./..,ot I _____ RYLAND HOMES 1: 1 ()()r P 1 an Auburn .1 MASTER BEDROOM 4 BEDROOM low x 12'4' 1W-r 12•••?* Opt%Aid C•1114 mintompi. •1111111 d w :j•4 GARDEN BATH mmINMM • BEDROOM NMI Vim.i•• . BEDROOM 3 11Y-W.x 1W SECOND FLOOR BREAKFAST . . .14•-irx T-7* FAMILY 1,41 15' KITCHEN 14-11*x OPTIONAL FIREPLACE W/ 111111111 0111111 InFrd 2 CPR GARAGE 2V-W x 2C-6' ENTERTAINMENT 11. 111. CENTER 'PRIMA DINING 10%b"x WAP STUDY PWDR 10.-rxr-ii• FOYER UVING 117-W x W-W • PORCH •• FIRST FLOOR 1A7111,e,,..1•..• I.■■■, al...11, 11,1 h A1111,, .4 I,.I'd, Ili.I 41,1,4.■.111 ,.11 ti. ti,,i.,■■•■■■ I III I d.. t_• .11 . pill• l■ha h., I. I, 1..11, M Alr.4111,1' Iit• •.111,1 I,I■I J,Ind• lk ,It .4•■ It ir oh I. :.17 I RYLAND HOMES • Elevations Huntington _ , \ IR ,- l• -,... - 1,4 .,--- ....a..■ —- ) -1-1 ' , ,...4 0.. ..awimmi ___, • ■ • ow ■ ■ ■ i I 1 I I I -4 r-r-r- _„ ,,, ,. „ ,„ ,,, , i.„1„ ,, 1 ELEVATION C SHOWN WITH OPTIONAL BRICK, RAILS & TRANSOM WINDOW v k. _ J ELEVATION A ELEVATION B SHOWN WITH OPTIONAL RAILS & SHOWN WITH OPTIONAL BRICK, TRANSOM WINDOW RAILS & TRANSOM WINDOW RYLAND HOMES' ryland.com gilt ii I RYLAND HOMES i' loor Plan Huntington .._—____-......... 1-7_, i . ___,......._... BEDROOM 4 17 x 17 MASTER BEDROOM 3 BEDROOM 10*1,7-r 17-r it 14*-17 1===r1<\ 5 ,-iiiin Opt*JAN Coal, .- 111111 i. vAmb. A 01. , , 0 IMASIBR,F71 UM N OPTIONAL OP Me 1• 4 fA GARDEN BATH OP no l• .. „... ., —. BEDROOM 2 , it, LOFT wic ._ , , ur st 17-r ';':....W:',' • II.. SECOND FLOOR OPTIONAL FIREPLACE W/ 7,..i1 7:78—g, L._ ENTERTAINMENT CENTER opt . BREAKFAST 1/x1094r ' , .I it. 1 PP f PIP;4 i FAMILY , . 1F-7x 14%17 00 •-; Deer KITCHEN col Krx it Finpipo DINING 001111/11111 ,7:. 17 M 111h411 2 CAR GARAGE 10"-C z 17 IMNIIIII pollimm 00.. 21*-173c2ire . 1 ._, :Oto• . :"t_• ..,r LIVING FOYMti i;44:Drys. mi. 4 14•4'x Its' •, 4•■•-- • PORCH ,t . II --' FIRST FLOOR tir UT Ii J. t.- RYLAND HOMES • H C V atioils Windsor r Itp.M- NIA X ' I 1' 1 1 r ( 17-77n7r" , 11111■1111111.A FrEFF1-7 , 1 777E77 ..........., . , ELEVATION C SHOWN WITH OPTIONAL BRICK & RAILS , . s., ,,, ......... -,, I . „..-. ,jr.-..... '>. -4 —r--,-7-7-1-7—L It ---- 1, 14 iiii ELEVATION A ELEVATION B SHOWN WITH OPTIONAL BRICK RYLAts1D HOMES' ryland.com til C'l? RYLAND HOMES . I I1' ()()1- P 1 cl 11 Windsor --- _ iilliAl MASTER MCI .... BEDROOM SED120016 2 21,C st IT4* 0 iv.s••Ira* CI MT, 4. Ulla LITY w/OPTIO Ilut III . TI NAL E[7-1 IN-U1W SUITE owwwwwww IIIIIIIM blill I—1111110 .....i.... HEIIIIN "vii. 11:11,1 Illj twir•rr.3•4 N...4 'H*44,, BEDROOM 3 ',. .., 112-7'•10,..1* -,.;`,4'.1: '.a• :;,..,r,,...-•.i.i oar OPTIONAL , 1-.; .'". .,,'',:4. GARDEN BATH '.'-':•Vi:L'.:.;:f..4.= .C,..,-, SECOND FLOOR OPTIONAL FIREPLACE III i ii■ 111 W/ENTERTAINMENT CENTER OPTIONAL FIREPLACE ——— _ - IMEANFAST Mr al0.1' FAMILY w.17.4. STUDY BEDROOM 6 iv-r le 17-6* VW ll it." g .' I 111111111 II; r.-: A NIIINIm RI ....1 ii•■•••••••• 16 5E A M 1 IIIIIIIIIiii IVICININ et .II ISM•14,1Ir ! i 1111:11E11 VTL"T i • 0 1 111M1111.11 A ow , —- ■ I DINING ' =1 I124.a 12.4° .SCAR GARAGE low•Ira• TOM WV LNING •12 - ..1 OPTIONAL IN-LAW SUITE 1_ FIRST FLOOR o..1 'II!III! II, 1'1,1, ,r . i r1,11(.11,, 1,1,1 El ,,,, 1,,,,, I/■,4, ,,, l,4 ,I,■.,,,! i; I RYLAND HOMES _ . .1 ■ ■ . 1_ 1 L \ ati ()11 S Manchester t"- --— 1 ,■,... t`..' N ' . . .,. . , ..-t. , A 1 I 0 lir afiri i -----L___i j 4;•-. j 1 _____1 \ 1111 io Al ;;.4, ....... , I ../ ,,- I \ I _Li 1 1 1 - rrrr-r-r-- -r-r-rr-rr-r 1 -;. r1 r r 1- ELEVATION C SHOWN WITH OPTIONAL BRICK, TRANSOM WINDOW, & LIVING ROOM WINDOWS i 1 ' ' -7. -1..**'' • N: — ,_ i -,I , I 14_1 i rr-;"1, 11 „ e r itit, tl- L1 _ -.416....._ ELEVATION A ELEVATION B SHOWN WITH OPTIONAL RAILS, SHOWN WITH OPTIONAL BRICK, TRANSOM WINDOW & LIVING RAILS, TRANSOM WINDOW & ROOM WINDOWS LIVING ROOM WINDOWS RYLAND HOMES' ryland.com gil q I RYI.JokND HOMES - ) Flooi Ilan Manchester ... _......_ V4C •11 BEDROOM 2 BEDROOM 3 "ail pi to4114. MASTER 104'm 111•4* BEDROOM 1747 x 114' A hii wic a........e.... illilil i11111111 I , LOFT . e mem 44 4.6 HIlen NM 1 11%7 at 17-1' riliTiM=.1 /IL le 1=11 4-,......,.,e. ,. O PTI1 ON,AEL z GARDEN BATH ' SECOND FLOOR .17= .- ,,'X, RITMO ir-T x1717 swot* R . . 1" ,,,,cr - : : IIIREARFAST . PRIMLY ' j 46 an• . ,...... il ir-r x 17 7 PR ,loomi IllliN OPTIONAL EIEP FIREPLACE W/ DINING ' 1 NI ENTERTAINMENT CENTER r if i ... sew.. 3 CAR GARAGE LNING r-e•x a i 16.04' • !MR • 314'z 19%7 worl. . , PORCH FIRST FLOOR OP pp 111,1 ,,,,,„,..„, „.. p,„.•..,.. .,.,,,,,t,t,,.. j,II, ..i■.1 0 111.II, i' H... t 1,1.,” ,•,•I,.t, 1., I,PP I•,1 p. IRYLAND HOMES , Normandy --, - - . - ' M- •/' \ \. ' -:-',;11.,srie 17,0*,.: ' I' 7- '',#, -" , \ -... -..,..• '--, 1 1 1 . i • . „ ,-. _ \•• __________._ " ..._ ‘ , . .., f c : , I - rr-r-r-r-,-- p d., J '1. .1■161._ _ ELEVATION C SHOWN WITH OPTIONAL BRICK, RAILS, BAY WINDOW & TRANSOM WINDOW .. .,.... -.-1==,.. '• .t. or , . __. A. , . I A / 1 l'O*14111 J,V.4 Li i . ... ' i 1 .-_ _ t IL _______________--.--------------------. -__ 1 --_,-,-----___ ELEVATION A ELEVATION B SHOWN WITH OPTIONAL RAILS & SHOWN WITH OPTIONAL BRICK, TRANSOM WINDOW RAILS & TRANSOM WINDOW RYLAND HOMES' ryland.com OD 08 13 0 I,....1..0, II,,1,11 1_,..,.o-ti,,.,11,,i,..11., Iii-.111..11.1.0 JI N ml kl,I.,,I I. IN.I.....1,1I,1,11111 I.,all wiLti Nc.\41, 1.1,,I.rl i I tit.1.1.'. 01 1 011.II I,1'•11,.1i li, 1,,i.1f , J1 .1'1,1 At,1.11.■1.1,1-I. IIi.111..IT.I-I tIcli,1',IN:IN I/I.1.01.1 i i.,N11., f:01-, 111.: I,,I,,t1, RYLANID HOMES I' 1 ()()r Normandy ."..i. BEDROOM 2 BEDROOM 3 14.4(rx 17-5" 17-10**144 MASTER we BEDROOM irr.r x ire Op/Varlse0 Gov FI • ME ' 1 ~ow ; 0 .i. .1-01' ..''?":",,ca'-',.• == ' 0 awn= ',-.15A----..---,-.7, Nem LOFT DATN — 11. :-M.?1,; ,-if, - irt.r:Iry • -113tyi ■ z INI 1• GM ,.: •■ k•VjAill . ta--.4•-,4..-'::' BEDROOM 4 Ir-r X ir 1,-", ,'.;,:-: ::: 0 II OPTIONAL — GARDEN BATH SECOND FLOOR ._._______ _ ill ireTww FAMILY 19%7 3,1,4* w---1111:i ---Z-77:71-F-1N:-- -- 111W,A 11•4• ..L...--.: KITCHEN tr-r x Ir 0;C 1111 lr-rilTUMfx tr4 r Illi -- :-----1: .„.... a UTL OPTIONAL & . FIREPLACE W/ Nam mom ENTERTAINMENT DINING 1P,P a 17 WI,IM IMMO &Oa CENTER • • oi .3 CAR GARAGE 21141'2 Mir UVING POPRR ir.t.x 1 i• ......—.---- II 1-. FIRST FLOOR Cr ,L I RYLAND HOMES ___, 1- levations Oxford . . . ,.. , ,. . .. , - z ' . "'Z ..,,, ,,, ,. • Ai( ‘ , ! I .,.. ', _ _ . _ I[ ; I I z , --- - ---------- -- /i f ,..\ ------- ,,/ - I 1 1 ..,..,„.... 1,. .. 4 ---r - r-r, 1 i Hii, , 1 JILL- till,,,it „, , , - rr-r-r-rr-r-. , ,„r rr, ___ ........ .....„ - .....__ ___._ -- -- --------r---------_ ELEVATION C SHOWN WITH OPTIONAL BRICK, RAILS & TRANSOM WINDOW .. . . " . I . ' ,.: - -.• . '... „ 1 , . _..... ; . ,„ , . ........ , ... ..„...,:„.,::...„.„_.. . .„..„ .,..„_...... .! n ., „.......... .„„ .. , 4._ -......---..•_, , If g _L_ 4 ii b4.7,-_,,.._ i 111 1 ' A I..fiato r 1 i: ELEVATION A ELEVATION B SHOWN WITH TRANSOM WINDOW SHOWN WITH OPTIONAL BRICK, BAY WINDOW & TRANSOM WINDOW RYLAND HOMES' ryland.com c7,,3 .li3.■•,111141k . . - . .11 ,i,1 ', of t1.1,1 I• III.”' V. 'i, I I.I.ti!, 1,,, I I,I.,,1 II.II, II..i., I I.Lill- • ',It il,I• 1,1h1,t. RYLAND HOMES 11001 PI an Oxford 00 ~no -- .......- .-... illtPl I7 111101100411 10-7-•12'41' MASTER ■ 1111:01300111 • NMI a'=v.... e ' ... on. ,_____ mos 4110x41 ,jji r: "III ini l ,IS ammo li marrarrimer D" 1 CUIIIII — .:-... CR -,-,,.. . .... ...„...„ ...... = . .4.... ..il........... ......... 1 , . OPTIONAL ;-.,'S'''',' i,E.,.; , 1493130011 3 GARDEN BATH .,k- ,, 114921100111 2 11,1'a 110-1* 'i"".,-"':',-: ' --,-;:..",-',..,,,,,$-•;*0.W.:-,, 114 3 13'4' SECOND FLOOR 1° .‘ MALY 17'4'3 WV -- ill IIRSAIWAST West ft e--in 6 •, :: 1 . ..: N.ow STUD III.- tg,i -■...: in'''so 10,7' 17 -- A " irrYIENtier ,FILI...1: ffil71 OPTIONAL . ilik. unury FIREPLACE W/ . , - ..:rem i• - ENTERTAINMENT WNW 174'3134' 11:11:2 tall 11■1 MIMI ...IIIIiomi Itim■ Zr.., 1 CENTER it v. FOYER ; 3 CAR GARAGE .3114'a 1114* I WINO 174'314,r L. 31111131 —1.. 4—'4* FIRST FLOOR OD ,„4,„4 11{t.1-, 31.1•14, ;■II 14.:I:.til 11, 111.111 I.i fl Atm,• ...A 1. 071.4 qv.41111,11, R., 1444„,.1I,mt.4. I 11141.1, 1111,,tooti,•11 III Ill 1,144.4,1 I I,a..■■■.II.I,I,Is,I,,,t.1,1,,1 •,,,,,,i,-I,,,,,,,,,• I 4,I,,,, ,,, ,.1,41,1 1...,,,,I, ,- -,,I,,,t , mut..II, 11.1.01■,. PHI J.'..1,1,1 I.d I0 I,n•.f I,,'■4,!I I I._ k, ., 110.1 -,,,,111 1.4-1,.1-,1 .13 fr, RYLAND HOMES ,___., , • L', 1 C V at 1011S Newcastle ..,- ...„ . ... . , , . • . , .. ,.'..., fit , . • . : l ... , -- • .1 . . ---1— J li 11 It ----- Till I- L FTF: 1-77, ___L_A__iiiiii, inlitiemeatig. 111111011111illillillit 10/110110011MiMil ELEVATION C SHOWN WITH OPTIONAL BRICK . .... -,, N., Lior- IF ■11•11 I * '• ,• It w, i ■, , - ." -.7.7■-. —,-- .- k.. I/ , Jy .tiiiii ) , . 11711 LII lii ..• __ • • • ELEVATION A ELEVATION B RYLAND HOMES' ryland.com rki..,,,,,,,,,,„,. Oh.,1 n, il II. pe‘Ii.,.v I ri,• la,:I.<1,<1 It alio,, .<,III. ,11,1.,,,,,I,I,..<1, ,, ,,,,,,,,I<,,,< .1,0,,s. c, <I< T, , ,I ,.,,,,,,... .,,,1..1,,,,,,1.■„, .,,, 'II! .,06 RcliAti,n,.I, v,0.,1,..1,1,.• 1.1—■■1,,.,.1, %1,1,ilk•“.1 1 IA.1...“1 I'S ho<1.,',111.11,0 14 L‘4,1, ( .,, s,i,1,,I,,,,1. .; , •111.-0,,...1,.•,. 1,,,,,, I J JIM,tl■r Iti',II-«■• III 111-.1,. I 11_ilk,/VI rg.I, 1 i',1.1.,1 if li,, i.a.1., t I■i -,-p,, I p H's,,1 RY1.AND HOMES Plan n Newcastle MA$TER .. . - . . . . , . .A BEDROOM 2 SEOROOM VW It wr opt cootre COM/ OfFIOE . „ .g.••■ • ,Ofteoto 00 Ar 0 _ 4: 174'xr 00,,,,,,t:''...`-::: cm Ak. ■ I a rc 1111i , M 1/ ; . 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E'•6 CLIENT RYIAND HOMES DRAWN SNP ZONING EXHIBIT C-2 ,' ,� ,' 95TSW.N111l0018 sWN 500 CEDAR GROVE 4 Rosemont IL 00010 1141 EAST MAIN STREET.SUITE tOR � PROJECT NuN9EA.1 x ilka A nnu0 cdn EAST DUNDEE,IL 60n0 DATE 11-14-1, RR xeJ_ �~T"'�t�� PNONE:224.293-3100 FAX:224.293-3101 04-2S-1s UPDATED ZONNO MINT 0 PER CUEN sNC ELGIN,ILLINOIS gewc�E coNNArM a_ DATE DESCRIPTION OF REVISION BY self I.-SO' ALMOB PRY UCOME WHOM. FINAL PLAT OF SUBDIVISION x"°"°I"`'°"` RESUBDIVISION OF CEDAR GROVE 11,V mA ar..a«<�x•1,Tx �,..�«�,0�s ,wx..o•I x"m.'"'"" la o"��o 4ounoN MAI "We's RO /....� 4°/CDUR y �: A' V - ry NA 1 1.4i. d w•m ■ 15 I —I EocR�nN o 61 ° e M. jf ,.t' S? o a. I./.N. w 1 m z to,sr s e m .k: • .°Y„ ,• m zs iii oii Ef es 18 6 X r. fi` 1T S3 m3Z qo.,o,,. „„ >, •. ]t IOM T R „�.,- w EMEE/MOCK 4-• • PARCEL 2 sxctr• usexex,°xonswxs.x0 cAennc.Rs A E C 67 ~4E crone „mm ne.RO O1�z 1S umrou®:c ru"•°in •,--1 3 P 5 33 • AMA MILE.Fr A ri 15 . 66 w 1. - ,Cru Gm 1015049 ,0,3 r—, CON ER S a.Pa.- W RAVE , ;. 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' i" � AVW, ,•�c<aL 'TAM-4 IR wl- 'V.°, $ CLIENT DESIGNED SHEET 0 waa.coR.n.w..LLO RYLAND HOMES N D FINAL PLAT OF SUBDIVISION 3 °` :3 95]5 W.HI99Ina Road SIEO 500 Rosemont IL 60019 41 EAST MAIN STREET.SUITE IDE Rwp RESUBDIVISION OF CEDAR GROVE z a „ (94)1693-1400 RI EAST DUNDEE.ILLINOIS 80115 4.51 REVISE PER REVIEW COMMENTS Rwp APPROVED /6016 PROJECT H ER4 ma H 224-293-3100 FA%224-293-310+ ELGIN, ILLINOIS CNE CONSULTANTS LLCeOC �� "•,. -..'""' ODATES RE DESCRIPTION OF REVISION TS sv AL ,. �FLw08 R.LICENSE 1114-002e. FINAL ENGINEERING IMPROVEMENT PLANS FOR CEDAR GROVE EAST REDEVELOPMENT CITY OF ELGIN , ILLINOIS LEGEND INDEX LOCATION MAP 8'..Nsfl PROPOSED 1 COVER SHEET SANITARY SEWER — 2 OVERALL SITE PLAN•FORCE 6EVFR �` ••- 3 DEMOLITION PLAN - WEST PROJECT SITE _ 4 DEMOLITION PLAN - EAST oo oeAM o M 5 GRADING PLAN - WEST P.Pmn,. BD CATCH BASIN 6 GRADING PLAN - EAST iE• ANOVT • 7 GRADING DETAILS AND SPECIFICATIONS WATER MAN .• —.--- B STORMWATER POLLUTION PREVENTION PLAN CM-.,,, i VALVE BO.T ° 9 STORMWATER POLLUTION PREVENTION C� - P. IRE HYDRANT DETAILS AND SPECIFICATIONS ?- / FLARED ENO SECTION - 10 STORMWATER POLLUTION PREVENTION -. SaCOMBINED SEWER •• DETAILS ETREET LIGHT/PARKING LOT LIAR 11 OVERALL UTILITY PLAN , POW.POE STREET, :N • - - —. _ PLAN AND PROFILES - W 12 POMPTON AVENUE - STA 23+31 TO 33+20 OWNSHP.W RANGE,E-SW ,/:of THE Nw ,/.of SECTION 25 GAS• LINE 13 CRIMSON COURT - STA 1+00 TO 4+67 TELEPHONE LINE 14 CONIFER DRIVE - STA 20+37 TO 30+08 •1-I ____ 15 STREET LIGHTING AND SIGNAGE PLAN ELECTRIC LINE ---, � _•—.—,_ I.ONWATER"ETEL -•.m� 16 CITY OF ELGIN STREET LIGHTING DETAILS NORHAL WATER LEVEL —•M 17 CITY OF ELGIN SIGNAGE DETAILS SOURCE BENCHMARK: u oOFCUR9 ELEVATION ,—,. ,•„.,, 18 CITY OF ELGIN GENERAL NOTES BENCIWARKS ARE M ACCORDANOF WITH KANE COUNTY W CONTOUR .�OF DEPRESSED CUB 19 CITY OF ELGIN STANDARD DETAILS CHSLEDA'X'ON616HCEP CULVERT AT BOWES AND CRAWFORD ROADS. "o" ""' •"" 20 CITY OF ELGIN STANDARD DETAILS ELEVATION.66698 FNISHEEE""'E°" 21 CONSTRUCTION DETAILS TE BENCHMARK NO.TCHSLEH•X•ON TOP O NORTHERLY CURB OF A9sY•lF F FLOOR ELEVATION •tea POMPTON AVENUE LOCATED FRONT O FIRE HYDRANT M THE MIDDLE ,`��U RY TOP HOP FOUNDATION ..... •_>� 22 PROJECT SPECIFICATIONS - '°LDCA*MG GRADE AT FOUNDATION ,fin O LOT 6]DEXCH.ARN IS•/-SJ FEET::;UTAST O UTILITY PEDESTALS AND•/-9J FEET SQUTNEA9TRLY O A O . ti I' I H AT•10 N F01RY E%CAVATORS ON THERLY CURB Of ION _- __ N INLET./-II FEET SwALE FLOW DIRECTION a -- CEDAR GROVE CONTACT L I ST WESTERLY TEDGE OF PAVEMENTTOENELSER/ROADFEET WEST O THE C i11.EBOAa�I.Tep�019 AND PRESSED CURB A.GUTTER [err or ELGIN NORTHERN II DA ELEVATION.6.9.39 MOOD 391 REVERSE CURB A GUTTER - 90 FINLEY ROAD 1-800-592.0123 ENGINEERING.847-931-5155 GLEN ELL,N•ILL INDIS ROT 37 OFF ICE•630-629-2500.58 IEPA. POLING ADNPS•80-697-1160 N1 ELE[IPIC, THE CONTRACTOR SHALL BE O SOLELY HODS RESPONSIBLE FOR JOB SITE SAFETY AS ILLINOIS OFFICE.SIS-33INOIS UR 9e WELL A5,SERWSIC OMECTION D MEANS•MET CONSTRUCTION,255 EAST CHICAGO STREET SPRINGFIELD.ILL INDIS 62702 ABBREVIATIONS ps cE. U.S.A.9 RMY oan OF ENGINE3 p LA LE wFI`E.8']-888-6850 DRAINAGE STATEMENT 111 N"NAL STREET.SUITE 600 CONCAST CHICAGO.IL 60606-7206 AC ACRE HMS II.WATER ELEVATION SAN SAMTARY SEWER OFFICE•312-846-5530 TO THE BEST OF OUR MELEE/OE AHD BELIEF,THE DRAWEE O SURFACE WATERS BC BACK O CURB INLET SMH SAMTARY MANHOLE ELMHURST. .5 IL OIS 60I26 WILL NOT BE CHANGED BY E CONSTRUCTION OF THIS SUBDIVISION OR ANY PART P M BOTTOM INVERT STA STATION FOS■co. - THEREOR,OR.THAT F DRAINAGE WILL BE CHANGED,REASONABLE PROVISION HAS CB CATCH BASE IF V LNEAL FEET/FOOT STAR STORM SEWER WATER RECLAMATION BEEN MADE FOR THE COLLECTION ARO DIVERSION OF SUCH SURFACE WATERS N O5 CURIA FEET PER SECOND LP LIGHT POLE ST SQUARE YARD serve TARV. TO TIE PUBLIC AREAS,OR DRAMS APPROVED FOR THE USE BY THE MIMCFDL CO CUBIC YARD LT LEFT SWIM STORMWATER POLLUTION STREET ENGINEER,AND THAT SURFACE WATERS E PLANNED FOR N ACCORDANCE WITH D IA DIAMETER LOW LOWEST GRADE ADJACENT PREVENTION PLAN OFFICE•650-5e4-791[VI, GENERALLY ACCEPTED ENONFERNG PRACTICES SO AS TO REDUCE THE LIKELIHOOD DIVE DUCTILE PON WATER MAN L/ TO RETANNG WALL TDC TOP O DEPRESSED CURB OF DAMAGES TO HE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION EL ELEVATION STORM TOP O CURS C.O.L.I.E.. LOCATIONS OFFICE.Lx]-OAS-2012 OF THS SEPSISION. EP EDGE OF PAVEMENT STORM MANHOLE TOP O FOUNDATION OFFICE.800-892-01 zJ FINISHED FLOOR MIN MINION T. TO O RETANNG WALL FF FES FLARED END SECTION NWT NORMAL WATER ELEVATION TOP TYPICAL FH FIRE R "i YDRA OCS OUTLET CONTROL STRUCTURE v0 VALVE BOX FT FOOT/FEET P PAVEMENT ELEVATDN VC VERTICAL CURVE G GUTTER ELEVATION PVC POLYVINYL CHLORIDE PPE VALVE VAULT ENGMfER O GRAD FOUNDATION AT FOUNDATION R RADAR W S W WALK ELEVATION ANTHONY MARTIM,PECFM ENGINEER'S SEAL (A GRADE RING ELEVATION RCP REINFORCED CONCRETE PPE WM WATER MAIN _ HOPE HON OE.. RN N ELEVATION VPI VERTICAL PONT OF ILLINOIS REGISTRATION NO 06,060670 POLYETHYLENE PPE RT RIGHT SPRSECTDN EXPIRATION DATED/30/20H E HMA HOT MIX ASPHALT ROW RIGHT O WAY CLENT DE61GNED MTL COVER SHEET SHEET r 9575W Hygl^e eLL50� RYLAND HOMES® A "W" A, EAST REDEVELOPMENT 1 °f 22 Rosemont.IL 60011 PPROVD R^ , 1.7096-0100 t E»I Man Street 500E 101 DATE 00-06,5 PROJECT x EASE M000EJE.c00 °1 East OO11Ire.B 10118 CEDAR GROVE ® cXE Deu•A n9 LD,mM :• "•,`.,••,1,••• Phone:224392-2100 Fe.:22.-293310, °D.Te DESCRFTION OF REVISION gy SCALE N.T.S. ELGIN,ILLINOIS 1xU05 RNA LICENSE,M-DOOM EXHIBIT E I'-- ------ ---- - J TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTION y.. , ILONIFER ORI ICRIIGON CWRTI I I N.4l.N, ,Y',lL.', `1EE.01. T '. 7111111111M11111111 ' 1 I l i:uF,i,:if, ''..'.;7754 w ' v..... . 1:7[KrcNx e.SE CrAP ..S RffI`„NR IR,Ns W ''' .se rumeru„x lo�. N to �� ,a • s° 7,-",,,.EXISTING N AVENUE �� e r D D DD / ^L IROI'o541) TI'1)AR (ROVE SI.RIMY ISIOM1 /,/� MREV IOIISI,I APPROVED �'ro q CONSTRUCTED TELL 2007 I RESIN I F° uT ro 8 --- f T,a a o r\ \' FO EP T //iPip FO �; �Oa 41, _ . oreM since I■�II 1 7JJwiarill fFfa°M,° �Oa 11�%11 �..,., ,,, 4„,,, ,, ,_ , , .,„,„B�ffTMs n°N 8 .� _4 ., .;8' ;G1°',_____ _ ___,., 9 7 ,, iii_tft ■ &Po 0 ,.. _r____ N -:,---- A- . , p_ * ,, .... 7...._ .... , , r., ( _„,,,,,,,,,:_igeo.ria i ii -, .4,11. • // I/ i Cr Li �-� EXISTING (�I'LN SPACE El , TION 1 E °to '�TO S' REMAIN AREA 1 EXISTING \ !-NIh15'�CRAED 81 I IDETEN •f6;:E:' �..:�:k:N..° ,82 I I BASIN E \ ..`E"'"E.N°„°. cl-- _ FOR UTLITY INFORMATION \ REFER TO SHEET 14 \ 6 3? CLIENT pEg1p11ED MTL _ OVERALL SITE PLAN SHEET 0 9575WHg91^Ff V�600 RYLAND HOMES "'”" ;"L' EAST REDEVELOPMENT 2 °° 22 E5 i I Rosemo,h.IL 60018 i IR<T16%00 .,F ,MN 6o- ,s a,ofi REVISED CITY DATE 0,0,16 CEDAR GROVE PROJECT ER 226 www macNleN.can ...Dundee R 90116 Y OF FLOW COMMENTS ELGIN ILLINOIS ®MA S LLCM, �• 1°” "'^"" Phone:224293-3100 Fax 224-2933101 DD"TES SE DESCRIPTION OF REVISION BY SCALE ,•,0 F WNW FIRM LICENSE 144-0621104 __424.0 >I .....,;:f d >• 'r ' \ A rr l • b0 '" "°moo "° / \ _ LIST xc coacaLTL ro aA LEGEND 1' ION �� . r// _: L .E: a°pE oLw.LD MEI , '*",.ro '``Y.• .`v a •"' �7 o-lzr.c cuae.o ec acw.eo %%%k / e, %wa g Ie 92 �- F ,E R.o NCO AR.Bean,, .I"ALOE° NR O OA yj A 12,0„. a N sLOCLANEODS OBALeT TD aL Roam° X F� m C., °4 -moo , s..LOT»r,T.Oe OaL / , X �0 J] ' DEIQ II ION PLAN GENERAL NOTES: ° � -- L "C T v„°j,�;O TRACTOR SHALL PERFORM ALL DEVOLJIIDN VIVA N ACCORDANCE RIM ALL T k $r 6g FEDERAL D LOCAL EDUIREYENTs I OR DBUIxINE uL REau^_ .L v 'y �f� 6 J rxE Yn ICIPA1.u,,z IRE DYER SHALL'°"e * �„ ,� °R :,' ,E,• -w 8 rD IxF STINT w tovsrxualw •° -'� ,N , &.A. �' ° %° A. THIS PAN WAS PREPARED FROM TOPOGRAPHIC SURVEY PREPARED BY MACAIE .72-3L.,32 "1 .c 3i TARTS LLC DATED Y+r I6 2011 ANp AVAIL+&E RECORDS nk�� CONIRACiOV SNAIL LIEID VEPIFT ALL UIILIi Ifi SNDYN ANm NOT SNpRI BEFORE �° / �'� O :• .fie y 67 COEENCIx4 NORM w0 NOTIFY THE ENGINEER OM DRIER OF ANY DISCREPANCIES. / ►/ J 4 * X' 4 - s IRE CRR utl SHALL BE Ri xsl9EE FDR 1Tur „UTiIJTY C A"- , _ , /c oR oR Io AfciwRlNE DErm IT Dx NwN Ern rxE EX+cr LaAI urs m wF i)/ pnur Fs f 31.7 TAR sxuL ru M 1HE ms.M'Iw. WATER.M In Rf S.ELECTRIC.IC INY EXREING OT ICI IT SERVICES. XLLwIXG @ ti� 93 �k � , �p �y MK,GAS.ELECrR c.IELEPHIIxf AND tARLE. J ''E 74 #, ^F L I E LpliRecrw Is REAR IAED w+SSIIRE xIASELF DF LaAIIw Aq DEP0000 Ax- MINER■�. s b.:r. 5 * INDICATED E lxllx THE NCwixio DISCREPANCIES WITH RESPECT I I ' " -ry ^ T 001 BITUMINOUS PAVEIE,V LAND SU LO P MATERIALS NE SHALL O E IRE 4N 10 AN bn°s ^., /('p. •°, � �"-� ys,=xs y �. SEO FOR ap,OMl WY ROARS OF GENERIC FII II 5ALIPP 42 Ar IRE ONNf 0500 D / �� w.AN4 7 DEVELOPER MY BASE MATERIALS REMAININ4 UPON OWLET ION DF THE PROPOSED '/� � a IrPROKYEHrs SHALL BE xAOEO TO AN OFSIrf LOCATION +'+'CC 8. ALL Ui lllllfs 10 R[NAIN As NOIEO SNAIL&ADJUSTED r0 THE fIxAL GRADES •" ...., k (y As PROVIDED px IRE uI L it Puxs 'a` ;-� ' 23.00 - �� * ZZ 3. GAS.pTEL PH EBANDD ELECTRIC DISTRIBUTImON SYSTEM REOVALSEAND BADJ A TES -�_ �M, .3l- C tiln SNAG BE RESPws 0Lf r0R ixf MCI AT w 6 Ix s.p 2y0 °'• (0. �:�Rw i4 1_ INCIDENTAL r0 ME CONTRACT.OM LL F00 CONSTRUCT RfrEDIer ION WILL BE CONIFER D �I � e• 78 �� O B D R D v+91 6 toxslRUa ? RIVE \ - i7 ~ D SoLRCYaC�vfOUrIL IIIfs ARE TO REMAIN IN SERVICE UNLESS SPECIFICALLY SHONE - 'cam .,ux;>< - R ' i ��O . , ALL U 14'1'.ES Aw$IRLCiwa L.MID.NI IH IN s AFfi O INE PROPOSED --- I SCALE 1 Ix a r SW L LE Arco c 30 BACFf LLfO•rxOSEIEC CAARU vAifNl�. APWININ4 UTAL 1OMIE5 1x0 _'. - wa - *. ® sontiluEi i it OireioP�iDPf°:fsufoRCaeo"Ll BE REMOVED ID+ ., °b, o�- • 12. uL PlPfs ro BE ARArmpxEO Ix ttACE sxuL BE PwGCto Ar Ao1x Hymn Nlix A / X 6 DS RH EFi x00 1HR 00 C0010if CILITA PLUGS 0 0 1000 87 86 R S�..., . �� O .gi TO REMAIN OR HAVE THE 0D1rpY BROKEN m FACILITATE DRAINAGE MC FILLED • °'°••• nix SAND DR Ofe GRAVEL. VI M „ �/ 11 `l 0000(00 10000.00000.AXO 110000LAAEWS 000000ENARCFS SULN AS vg iLMCIC� 0 iXL�i�i R¢ei OIGNri A'm YIS[ELIANEOUS OEORIS SNALI A[ Z .4 X 84 "^ Ur 0 s"ra twlMAaU SNAG fxswE I T uL ADJOIxIx4 AREAS.4`4`0"21"`ADJALf xI '. ---_-- ''s & '� k- > V /. FFrs+xD oR rcnrs sxeu BE ARLL oA pfARls a uL X e. �I _� x �'e^af^ .� •.., Q IS PAVEMENT,CURB AVD CULLER AND SIDEWALK SNAIL BE SANCUT FULL DEPTH AT ME --- x 83 TO LL TREES r0 REMAIN Mb Bf PR01HZ NIIN SILL AENCE OR ICRAxtf °n V ^ - � LEO LEON M0RIFEEC00 BE So°EDIIV/IS000is0N5 100 0110 p00ENLE N5.pUl .IR � y ERYISSIDH FROM iNE pMNER pt PUNIC IPAL IIY IS S1R1[iLY PRpN1011E0 t OWAGE GONE 10 EFIS11*5 SIRUCT0500 DIR SLEETS wl SNOM 10 BE .* V� ; 82 I' anr°vE0 w RWAT.PD swu eE REPAIRED el ixf 4wTRAnC s EXPEr+sE. :,, e v: a "1 X, Ix x REPAIes nfil REPUCEAENT OF EXISTING PAVEMENT SHALL W100 I Ir r e,aaJ c it a aGlx STANDARDS. X X 0 DOrtL LLL SIDENkx AMI M ruts D d- REPLRfRNT n 1r., to PRErcx1 sEItt IxG. REFER ra sP[t IFILA1las sNEEI FIn Dfr+Ils. , ,.c X' ID EXISTING WATER AND 0AR ray SEAM 0 80 SERVICES BASED ON TOPOGRAPHY AND 5[RC m O BE Sr AY11LAazE INEOVYA l B BOXES COULD NOT BE MEL00 LTA°.ALONG M.. awcR ^ CONNIAER DR vE Arm THpiE SERVICES WY H01 Bf IxsfALLfO. SAHIIARr SfNER -^ DRANIres.ipOERYAD N B3My ELD VEP FIFO AND ARE BASED ON AVAILABLE RECORD CONTRACTOR TO ENSURE __ .w __ 01 00 0*10 UTILITY IHFORW1Ib! S BASED ON IIIAS IHAORWT pX AND JIRIF WRA IXLS TNdT EN(10000 G Sr REETL IGNTS (- - -------°°:=1 -_ _ OC EXISIIN4 0ACILIr IFS SH4l Bf MI. wCARp 10 KAIFr VERTICAL Axp J e� n REMdIN OPERATIONAL THROUGH dLL � _. ! '"'s R.= xIFl2OlIAL LOLAT Ox. COrvS TRACT ION dCT IV1RIE5 IRYP --"" ^" _ { 3g DESIGNED CLIENT PATE SHEET aE wawb Consultants,uc RYLAND HOMES' DRAWEE ~"~ DEMOLITION PLAN - WEST 3 DF 22 '1 Rosemont OI ILA M SAM 50C APPROVED AAA PROJECT 33E] m IL ne Ro / 121 mRarh 000100x.com Ilal Easl Mein Sheer SUik 100 A-u�n REVISED OW COMMENTS MIL Do-ts OCHER E:.10 4 Fax R CAT.D NT] �' ELGIN,ILLINOIS +PROJECT CONSULTANTS LAC.2DY Phone:220.2933100 a,:OM-2933101 ODATE SE DESCRIPTION OF REVISION BV SCALE Y.]D E ILLINOS FRY LICENSE W-DOOM. ono, -..,...,_ '................._ '44.74'47; ` i 9 .••• .„ l'''.i'- ' I '-. °,■■,,,k,u,"PS,4* " ,,,, 4 .......... --...' ,,',';-,Z-• .....:,,,,,■-■----.„ '''' .. &,.■ I I , rd.,-- 4-,,,,,,, '.........,...................................... _ . 1 I 4.,1 1'i x ',N,:',,, 2'---,..._ .„--- ,,,, ,,,''' 7 m 1 H i' r''''''' l'4NP-"'"'"- - lest - • , 1 . . ,„ , ... \,..- - -- ' , -4° a' 44 i '-------C7-i---- zzerpli ' 'go ' ' "4 °oil/ '-------- °,,,,,, '”.7 -----._ ,*"' .„,. 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UASI+ To I.N.DIST!.RBED REMAIN , '7-UNIDISTL RBED xxxx' x++x 3,‹ 82 81 sr ■.N.M`,,VAI,4L.7.°1,,...,, x■.■■\\\ .,<.- X .r°...1.7.,':,17 ,,C / J f...14X/ 2mnaLyal,,r7v.,...v. X, * k % y,V(_)( 7t-- 0 .„..-3,--------;- „,.„.-; -"'-1 , ,tt i s..., x „„ —/-- ,,, • , — -- REFER TO SHEET 3 - FOR GENERAL NOTES l• .,, SHEET 1 I DESIGNED NITL DEMOLITION PLAN - EAST 4 °' 22 DRAWN VIM PROJECT HUMBER i 2253 „ CLEW 42 Meekle Coneoltantik I.LC RYLAND HOMES' APPROVED AdM CEDAR GROVE c INOUE CONSULTANTS MO 2016 UNION PORN LICENSE 1N 0021164 1 DATE 03 06 16 EAEIUDI Sleet 5707 108 -...'d.' 9575 MI 1-9991ne Road Suite 500 ELGIN,ILLINOIS 1 Rosemont IL 60018 04 NI 15 REVISED PER CUT OP eteM COMMENTS i;— SCALE r•30 VI i I t')69.1-or.-.– East C.c.1,10118 Phorm 220 293-3100 Fax 224 293-3101 DATE DESCRIPTION OF REINS. L. } n �..7.:''....,..:; ''■ , r Y / ) 7R ' ., , we '� °"°'44 ,w pro 1 . r. .4"it; • ''''41:,"•.,w' � / `r.- 6 "' s GRADING PLO.GENERAL NOTES ' ' + '� / EXISTING IPTAPHY s"1 PEPPESENIi SITE CDIDITIas a WY 0.ZD,A ' / 4 AND EEBPWPY 0.ZDIB DUE 10 sMAY NOT H Ai INE TINE TE.C FIELD OR —H °+M'44 SIRE FIELD CIRCA EXISTING TING CON MAY NOT HAVE BEEN CRATED.Ca1RALIOR � / 78 - �� Y r. SNAIL�Em afcE ExarlxL taDLT 1pxs PRIM TO START OF CONSTRUCTION AND /s� f� Y ` NOTIFY 114 OMER AND ENGINEER a ANY DISCREPANCIES. • ,} ` , ,i .�MEi 'i V. \ ��. „ Z. ALL DISTURBED AREAS SHALL BE RESTORED BITS 6 INCHES OF TOPSOIL AND SEEDED 74 A` My'I� 1. fX,,,metN Aa ELBANXIExr SHALL BE Para PER iNF DEIAIICO . / � �i LOxStPj,4AlIONS AXD iNC STANDARD sPCt lICATIWS fa RDAD AXD BRIDLE �� t / °yON��, Y , L11ON.LATCSI EDIT DN \ ZT A,o< ''''''''''41".i!":6:44:,.-„%----„,q'° °,E�,� �",' n D s cxnov Faiw"caeffL°irla twLfss"oixEarisfpNDifo LEVAIIas ARf 00 / !+,4 V. * A'y • ,br 5. ■�RIxFrAT sLfPESTA fNE PI4Nr-0f YAY SNLLL BE A YIHIMIY ON Zl AXD A 1�, w ". Vr 7 / IWY W BZ T .Z GALL Mlr EXCEED h IAl - 4 4P X CAI / �, ��` „�` Vr ,k _. ) .. ADI DUI ED YAY 0 lO&A04USTEO BASED a FIELD C[WDITtas w .N ,R w Ay, � 1Re1a sxALL xpilEV ExINEER a Axv plscREwxclES W Ix Elnp _ °' 0„ . -„ . °1,« CDW IIIaS RIIOP Ip fIK LRAD INL - �� `' . �. w 77 1.. .'..� �d r. a OD.ANEaaixNE4 WAVfrp[00 TODD DXIDJUS1EO AS 01000 0 0440 SO of wnpx .. __„.„, -.n oo CONIFE � .�• ti- �9� R. 1R.LIa sw.Im rwNE sPfau Rolf rXAI WERE ANE vAXr xc sEre¢XS nrNlx _-�__�RIVE z+. °'E w sueplvlsla f LDCAIIa 6 rxf BmfDINL Pw wsr BE cazrxuclEO � ,,,• —`o ` D caefsvaO lD IIiE LpcAllas IxD¢ f0. � 78 ti B. ALL oRA1x nLES ENCOIMiERfp puRlxL wss cRADlxc:unun rdm Wsi NE w, �� r • y xpr+ lq,m lxf PxpvosfD!,°Ti sf 1R SrsrEY A RftaD E BE EEPI,pE -� ��'../ °y r DRAIx nfE acvareRED.m BE LuDED x RECaD DRAY xcs et �n,•,,, ti �� •" � i '� �' ID a EITHER SIDE Cr OVERLAND ELDDD ROUTES _ w .., 'a ? R� it.' :41r rtes SxnL lfd BE EVER z< r , , 25vOp i( EX iNEr WCM BEirta HOUSES 4 „ d , ®��", \ �- ` � r TT. 047.60a TNINAW ROUTES AND SPAM MDT BE INSTALLED Al THE ELEVATION x , ^'rz. « x `` .�— w Laei a sHax M.na w.°'<o k T\ , `•ate "Q`'4r,' I 87 �® :�\ - ,z. op xpr 1x1ERRa1 aAlxAtf ERa ONE sllE DwIxL casrxun la WERATas. , RwIDE 711.RI Y AiliE p ICIR rxERE REW REp afs lE BTP.ss ELrn _'�Ig m w' 86 _ 85 "' �'. ?s.„ _� 'T lull Bf wIXWINED AT rxE xarNEASr Pa1Ia W INE slrE. r � _ i °'�Eli �` aaiELavClaxoiEDLAxrtDErN[XivvaroRi:rz uiEi�l+ii ow viRUl°si m'xiixeEfx LESS W .., V Ur Ix PRaaED SIDCreIX SNnI NDI EXCEED A B.DZ CP055 SL(Of ANO ALl SIOf PAIN LLONc e `� W ,I 84 ~ PRNEViiEPOri°iAS'ilrxAx`sB:eip1r::i��s oii.NiRnePxEiiss:RaEA,'APOA.s wifaior nlxlx E Liw.,u N w r�'Y. �� s DA¢cfsslBLf cuRe RYES sxuL eE Papvmf0 Ar uL LWnIa rNERE INE PuBL A ' ,A .. I- 71;rd M- .. smfraxs Ao S∎ rA ArID nC∎k ALL uvr,.BLE.a.t is sNALL BE RED IN ,.. . '� 1 ,B EEDixc sxALL BE CaslRterfD IN AttaDAxcE rlru rNE APPLICABLE PRDNISIDxs a •� r ,,, - 89 r■ UPI'N? SEED Nc pI ru' DDr s 11 1,I1s. ' // DAniI t ,T CONTRACTOR WALL USE EXTREME CAUTION MIEN YOADIN4 WITHIN THE VICINITY F i t ' fi =I I EN15Tix4 PPI VeTE UIIIITIES EX STING Ur IL ITTES AP[Ip PEW X aERAI aAL I PaN casire Cox yi sxALL valEV INE DEPIB LL .1,,' $2 nunfs PR1a rD IRE siARl Dr casrxuLlla �.ZA�� m "I. ',41,,,,. _. � p �. ._ - _ - - REFER TO SHEET 7 i .. L .. ,.-....- _...._ " -` ,,.:-.. -_,'` -_._ .., _I ,.. FOR GRADING DETAILS AND TYPICAL SECTIONS 'g cLEHT. DESPISED Mn SHEET B'"" �RIn`°'A'"''"� ` RYLAND HOMES' DRAWS WPM GRADING PLAN - WEST 5 a 22 m IL 800113 B Rosemont BYE„� East Main Bare,sH�,DB ” R DATE Da.DA-.E CEDAR GROVE PROECTC R1 B ER,a www markkwnsux.rnm CITE ANI LAC,. East Dundee BOt tR EvI9ED PEA CITY OF ELONi COAEExTR YW Phone zz«933,00 Fax f]bM13ID, DDATE DERCRkTIDX DF BErIBwx ,. SCALE BD ELGIN,ILLINOIS MDE«M LICENSE..�.. O , - '.■ , ' 's.., .,. ' A,"47 i ' i t,.. ----t: II y{ %a , - : ' C : {pp 84 " }o 111------89 e ISCALE I 33 V - 0 30 60 • I 9ii" ' ° 11 , 4 ;'Irill 'II ' ��. ° +� oH k 'y 4, 7 x.:.,..::-./..... , -,s,„,„,., if I r €,vE �z of 4 Me. ®1� � '4, E�� a e I. a°1> /. ya �y + -_ gyp: r tiE � s. . i 1 re algrak r \ \.tea, a s �U., _� zs. rte v -•Q _�V tom, :-' ,,., •`'lift 2T.DO V � . Ira , .,, "" ' ''' 0 • , -://-' - - .\, i 83 e" 5TOH Al II I�firr,, AN NTEH \ o a °•! 5 i 81 �' IDL 1'1:hTION I v , ° s } e, REFER TO SHEET 7 ,,, ., - ,. FOR GRADING DETAIL E -- - .,- - V‘. AND GENERAL NOTES Ec ceawHED SHEET 8 un LLC Q " Higgins �H RYLAND HOMES' aGNED GRADING PLAN - EAST 6 22 Rosemont 1L 60°,9 1��a,IS ,.DD A,Ees,MainSRee,Soft 108 a R D.COMMENTS DATE D CEDAR GROVE NUMBER] w..w me`Hk6Pne�n�n ERMDundee.IL 60„e REVISED PER Cllr o � c Phone:229 29,3100 Fax 22426,3,0, °DATE DESORPTION OFEREVIRWN or SCALE ,.30 ELGIN,ILLINOIS "nRCOM"""1,.a -40;0,64" • 30 O«e,ze _ r. P55 8 A s di ..,,... \ - — x� EXIRTIN9 OVERFLOW WEIR > /• N �i _ �...�.. �r.n Esv vr°:� tg7i� e°n°»E°si°■xc• ' I `� �. .cE mExixc z, 88.6 P 667.9 /// .AIL/67.9 / ` 588 .ems.. [.sr xc CONTOURS 2 DS r m .v OvERE ON RE R °EX P'5 RAMPS IN IANOSCAPED AREA ice,,,,„_' RAMPS IN PAYED AREA vmn°sro GROUND E 58/3T ION •� SETBACK s S' a.,_ SETBACK 6 F ... °•• onvux°EY°°°xmre ,� -`°" �••�• " v' ..o.., ,...,a.... .. _._ _.. TYPICAL SINGLE GRADING DETAIL ,.,,.�.. f-- - � f tom.—_j. — ---_= It.._—� SECTION EA EXISTING DETENTION POND CROSS SECTION , I x „ .x. .. .x° oE°°vxEU..3ECIlOx A-A -. ,. MINI«.__.,.,, „. lea _.._ 1 r' I SECTION A-A FOR SIDEWALKS_ SIDE YARD-LOT 78/79 SIDE WIB DETAI ,T,»,,,.L.... cn i°st'E [ in E o 1 — PETALS l•E- I 1 •-�.n.nu M.nEY.xa W 4114.7/1':— :-'....,-1:;.. a ,Ne. - -.,..... .,...gip,`C,•:`° RAMP IN LANDSCAPED AREA SETBACK a. S' RAMP IN PAYED AREA SETBACK' S AIIIIMLADM SECTION C—C _,—.,••.•.•• �.. ^•.m. :....4....7:-.."...."t"'„°.:. PESPENDICULAI CURB RAMPS PSI SIDEWALKS I SHEET MTL aF M CaneCOMMants, L° CLIENT RYLAND HOMES' DRAWN .; GRADING DETAILS AND TYPICAL SECTIONS 7 or 22 Rosemont IL 60010 APPROVED IN ow,9S,.0O ,,.I East Main Street Suite 106 9E 9 CITY M,L DATE 30615 CEDAR GROVE PROJECT WJECT 3eERI . a� 0�3 Ea:t Dewae iLSD„6 REVISED.E DE ELD.COMMENTS ELGIN,ILLINOIS .LIC.35R -� x•�- 9np�:22429}3100 Fax:23/-293-3101 DATE DESCRIPTION OF NEVI.. BY SCALE . . oL.OB f,RY LICENSE,...le.. LEGEND SFP PLAN NOUN I MEET PBOremoH-FILTER BASKET Nit THIS PLAN IS PROVIDED TOP SOIL EROSION 6 TEED NNT ;' an rxoT¢,aH , I rBH<E BOX O Gallia IXEYANDMBE171ZAS NEass r SHRaGHaN EIE T P.SF N PROCESS RINFO D IRE B <Hn-•.TBp• IIIKIIIIIIIIIIIII ON T FINISEDI ROW FOR SUB GRADE INFORMATION.nax 'AI'''. ° ON THE FINISHED GRADES AND sue GRmE- ALL ROADS SNAIL REMAIN FREE IX DIRT AND DEBRIS , s LI TEHCE —xx- AT ALL TIMES. '•�� al CONTRACTOR SHALL PHASE WORK SO THAT ALL THE FOLLONIW ITEM HAVE NOT BEEN SPECIFICALLY SHOWN BUT ARE APPROPRIATE DRAINAGE PATTERNS ARE SAINTA NFD RENIRUA AS PANT OF THE S(NDfRP ER POLLUTION PREVENTION DURING CONSTRUCTION / � PLAN ISFPPT AND MIST BC IIS APaEVEO DURING CaBTRUCTITN .:::_' -� �.... � UNTIL FIHAI siABILI1ATIa Is ACHIEVED UNITES OIH[AWI SE NOTED.ALL DISTURBED AREAS 5NAI1 iCIPORARY EMp/a PERWXFHi SDABII IIAT ION BE /CIAI O Y IH 6•or,asp x SEEO[D " f HASTE WNA4CMENT '-' CNCRETE YASIE YMALEMEHI CONCRETE YASN DUL FALII TYI ALL EROSION CONTROL DEVISES SHALL BE INSPECTED / E• J- '`r SCALE SEDIMENT TRAPS AT TER EVERY 1l1'RAINALL ,.I I" 50' DUST CONTROL '.. LS AND IE ORMATIO R OPERATIONS i ALLOWABLE AND INFORMATION REGARDING THESE MEASURES HAVE BEEN "L S0 100 PROVIDED}' \ r;. \ ALSO SEMEN N�'� L LS IFAQS TD B: i :2 SPECIIC CONSIDERATION PROIDate!; ACTVITIES- y t -- / A_ ' �� " W INTEAM[E: .• �b'^V r'�. � � �� - zy .. - I T L "� LE'" E± ' l- PREVET.PLAN SFPP BEE`^ .. _�\ ` +.f " t 1 F HHf SCHARGEEO TO TGENERAL 'b I °'�` ON TM U BINGNCN IX STON�' ` � W ` -� � � f ^ YItN COxS DISIUABIW ONE ACRE OR MORE. THE / �. v • DWYER Aw CONTRACT ORS SHALT COUPLE WITH ALL PENAAEMENTS OF THE / / J/ yrI ENE I B` ILRIO FOR ALL SUCH CONSTRUCTION PROJECTS THE SINAI WATER DISCHARGES• ry�y / I SUBJECT TO WITH THE CORNS AND PI ACTIVITY FROM THIS URIC ARE 8 a/ -�n C JS PERMIT.TO CONDITIONS AND UCUST EKxrs a THE IIA,O CExpiAL ' T /: �• WOES THE DATE wpusT I.20 13. 1 (. � +_ 1j� / @ L ? ALL EPOSIa AND SHINE.carxDL;FAWNS ARE TO BE CONSTRUCTED `^' x A I WITH•PROCEDURES AND SIAWARDS f i --No.._ ' ♦ • ` . ">6y,F ( S1 '' AND MAINTAINED AND EROSION OSD W (SEDIMENTATION CONTROL IN ALL IWIS• v" CJ ,�, .�� I 7i / _ 44 �,�� / Ot 1 1 AND THE'uuxTls aeex uuvu' �A THE EXECUTED TIMER CERTIFICATION MID THE CONTRACTOR CERTIFICATIONS �, �� `"T1 ` N� .,.,'A. /' .�'�� `fl0 •�A y SNAIL BE KEPT asnE WITH IN APPROVED SFPP � " 9 SEA` 7 % w 6 - SFPP rvmAew lY /� ,_ • !/"% .f 'Ze a / --� t �••/ .1 I� ' TME DAR s',i RETAIN,cror a DHE SFPP n TNI c 'Tc,na � *� _. •� • , U ;, •f I SITE FRCP Txf DerE a PADafa Ixn Ana m THE DerE a FINAL y O p snealaTlN /� ?, 4�. �� Zlf r(['lr ♦{ I I, I KEEPING PLANS CURRENT / o F• HE PERYIDTEE SHALL AMEND THE PLAN NIEMEYER THERE AS a CHANCE AN 4 'I■ DESIGN CONSTRUCTION.OPERATION a WIATENWCE.MICR HAS A J - t '•� SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF / / d �' 3 ° PaIDTAxTS TO THE WATERS Of THE STATE AND MUCH HAS WI• }., } ! N• ( F OTHERWISE BEEN ADDRESSED IN THE PIAM OR IF THE PLAN PROVES TO BE ' t1E 1 N . ��" .y, �,�. •L� �i ''� INEFFECTIVE IN fu YIN10n4 a slalFlurNlu CONTROLLING POLLUTANTS Or C t IN STORY WATER DISCHARGES ASSOCIATED SIM CONSTRUCTION SITE P' wrEr _� l 8 e I ,i n IN ADDITION.THE PLAN HATE BE AMEW[o m IDENTITY ANY 9q / l",� ..�� f` 'ty� �" MEW CONTRACTOR AND/OR SUBCONTRACTOR THAT WILL AwLEMExr A • 4* 7 ~ C t ,Gy,�. �. Y�` IcesuRf rs THE PLAN. AlEranExrz TO THE DAN WY BE RECUT. t BY TIE MUNICIPALITY.TIMER a OTHER R[vIEWIW AGENCY. COPIES ' / y \ a THE AENDMENTS SHALL BE KEPT ONSITE AS PART R THE SFPP.• cEli �y1� 'J • ,, / '////y�''.mr,.Y .�.s1➢ 1 Y RETENTION OF RECORDS N -' ' • _` -� 44 i • to J �R / ,// I, -�-LT --- 4T .o_, ,�,,,y,./.. THE OWNER SHALL RETAIN COPIES OF THIS PLAN AND ALL REPORTS AND '/LV! /',�(/�(y` / - IiSrtiiA•u NDTI Cfs AEauIAED er THIS PERMIT.WD RECDxps 6 AL Den s[D TT �! T: I _ f� —�� 77 y 9 / ,////'l 7 '// —-- - CDIPLETE THA.R,N Or INTENT r0 of COVERED BY rHls PEAYA.DOA -...1— - -- tl,..... p, ,8 % NN ' I /( „ } 4. i(�, a PERIOD a AT AGENCY THREE YEARS FAN THE DATE PERMIT OWNER MALL R , � EXPIRES a IS TERMINATED. THIS PERIOD WY BE EXt[WED BY THE I ■ REIN 1 PrfaCINErP AxeHEOJIME BY THIS PEIIMI IN r ME SHAH'II _ d ',/,, � CONSTRUCTION SITE FRN THE DAN a PROJECT INITIATION r0 THE DATE ]g a FINAL STABILIZATION 118 � �� WP ? / IC ILAIO NOTICE a TERMINATION GUIDANCE zwi F t} .ry, � //I ! C WEN I SITE HAS KEN FINALLY STABILIZED ANp All STORM WADER r I 87 • :• " •�• ' DISCHARGES F.CONSTRUCTION SITES THAT ARE AUTHORIZED Or THE L fw ' � 85 , ;.! A ILR D PERMIT ARE ELIMINATED.THE DMEA a THE FACILITY NISI SUBMIT Ir Uri •.• V H Y A $� 6� , x ',.E. ti �O`pIZ1L��T 1((4{{ 1Ir / TOTAL AREA •71 ACRES [;,I BEST YWAGELExi PRACTICES FOR POST CONSTRUCTION SICNWerEA MANAGEMENT } 4~_4 E � E""`C 1 ■ DISTURBED AREA .71 ACRES THE F0.LN xG POSE{ONSrgLICtIN PRACTICFS NAVE BEER IxCLU0E0 WITHIN Tx 15 yJ �d 'A TER, I I PROPOSED C .0.66 II" srDAWATLT Pawns PIEVLNT N ttAx TO Carepl Pawl N UPON CPPLEIIN I I 83 a CONSTRUCT a ACTIVITIES: I D T}NTR4,N I, ` �� uINB a n DETENTION BASIN ErEA4fxl AND NATIVE Puxr Ems, WITH 1 I A'.'� 0 ASJ `I ,C / POW IMEE FOOLSLAT DESIGN CHA TO PREVENT N WATER ON ROW } 4__`� d 1P / r SEDUCE";FOOLS AT DISCHARGE POINTS x WIEA NAIn Paps.111 NI EL"' VEGETATED SWLES WITH NATIVE PLANTINGS. �� .� 01,4 , � b< vEGETATED SNAES WITH TURF GRASSES _ -• .. n E 71tiBi - ° FILTER STRIPS.]SiaT NI.WITH TURF GRASSES: 3 - JJ v. -_ —� JJ `, - , P RAP Al DODO POSITIONED D NED T4[DISCHARGE 1 �. �•— -� _� .- ..�_i_�_ ,&VC'T �. _� RIP HOUSE R DOAT S.A.. IS Pa!NAD ID DPOINTSCE ITN GRADE TO vE4ETATEpIPERVI NS •.. Y-,- _ - ._ - =_r �. n_- ,:._. \ WNW COVER. E E� OESHMED MIL SHEET ?:1 059' 5W`IR9Ans` "MMAL`60D` CLIENT. RYLAND HOMES® AD"A"" ^� STORMWATER POLLUTION PREVENTION PLAN 8 DF 22 nt IL°ODIN PROVED ,�'-'"'1,DD ,,,,FB,1TAax,517,,,Ir'p6 DATE 60B CEDAR GROVE PROJECT NUMMERI 2 MmnauN.can EaBLDOMce.IL6o110 ELGIN,ILLINOIS DDNPARR P LLDORO A t•II Phone 22429,3100 Fa.:224-29,3101 DATE DESORPTION OF REVISION BY SCALE LYA09 FPM SulTAE NA-OOMPH GENERAL INFORMATION SITE DESCRIPTION I.DENVEAING OPERATIONS KIN:NANCE NON-SEWN HATER DISCHARGES Is PLAN LOVERS THE PROPOSED CEDAR GROVE EAST REDEVELCRMENP.INCLUDING LON5IROLTIW DURING DfU NC IXGN WING m POIONS.ONLY M ONIAMIMIEEO INTER SNWLE BE ALLOWED TO A of 25 SINGLE ENKE LETS.ROADWAYS.AL ASSOCIATED UTILITIES ANON GRADING AND ALSO THE HARD[TD PROTECTED NG DESR AREAS.ONLERS R THE TOE.DR TO aM KKR SYSTEM THE FOLLOWING IS A DESCRIPTION OF PROCEDURES THAI WOAD BE USED ION MAINTAIN.IN COW NON-SiCRM WATER R06 THAT MV BE [ORIKD KEN STORY WETFP DISCHARGES ARE IXCLWED 0[1Ol ITT.AND ADWOONMHR OF NECESSARY EXISTING ET ILITIES' AccOINANCE WITH LOCAL PERMITS:. INLET xO5 sNNLD BE PLACED IN STABILIZED SLEW AND NKR EFFECTIVE.CPA11W CONDITIONS.FIED I ION.EROSION AA AK SEDIKNT SPEC, KAS. ❑CHIN THIS PLAN. THESE DISCHARGES INCL.: DISCHARGES FROM FIRE FIGHTING ACTIVITIES: t ON KEN IIIFS IIHCIA FLOATED AT THE NILE OE THE WATER IN IHDER TO LIMIT TN AWANI Cr SEDIKNT AND OEHER PPOTE[,IK MEASLMES IDENTIFIED IN,HIS Pt AH END S1AROAR5 SPEC IF ICAlr ES. EIRE HYDRANT FLUSHI P55.WATERS USED CO MASH VEHICLES WHERE DETERGENTS ARE NOE USED: B. THE NSTAL NC IS DESCRIPTION R ARE INTENDED CONTROT O : A v P PIS TUPELO BE DISCHARGED TO A STABILIZED AREA THAT CONSISTS R AN STABILIZED CONSIPUCIION ENTRANCE: THE ENTRANCES SHOULD BE MAINTAINED TO PREVENT TRACKING WATERS USED TO CONTROL DUST:POTABLE WATER SOURCES INCLUDING UNCONTAMINATED IKRR 501E EROS TIM AND SILT EDEN O INSTA K ENERGY DISSIPATING DEVI LI.E.STONE.SE (KEEP BAG.ER KEN NECESSARY. R SEEIKNI ONTO PUBLIC STREETS.MAINTENANCE INCLUDES T.DRESSING WE TH ADDITIONAL STONE WATERS1*FLUSNIXGS:LANDSCAPE IRRIGATION DRAINAGES:ROUTINE EXTERNAL BUILDING WAEEDOWN 55UF[Sr INTAKE. INSTALL EECR SELECTIVE VELEIAEEC REKVAL FON SILT f[xCE INSTAL l511ON STABILIZED CONVEYANCE CNANMLS SHWLD BE Ilx ALLED TO DIRECT WATER re THE DESIRED AK REMOVING TOP LAYERS Cr STONES AK SEDIMENT. THE SEDIMENT RUN-OFF ONTO THE PUBLIC WHICH DOES KT USE NIERCENTS:PAVEKNT WASH WATERS WHERE SPILLS OR SEARS P TOXIC OR T.-SOPIKIER SILT NEKE LOLSTI00. ADDITIONAL BARS WT BE REWIRED A`ONE OUTLET AREA AS PELUESTED BY NE RIGHT R WAY SHOULD BE REMOVED 1KEDI ASEIT. HAZARDOUS MATERIALS HAVE NOT OCCURRED!MESS ALL SPILLED MATERIAL HAS BEEN REKVEDI -SONSIKCED CONSTRUCT NSNCICL ANOENO ANCAS KI TO 0[OISNABED KIxICIPEE ITT.ER 01KR AEELOWING AGENCY. AND WHERE DETERGENTS APE MOI USED:LNCOITAMINAI[C AIP CONDITIONING CONDENSATE:SPRINGS: -INSTALL1IN T .ENTRANCE RIPRAP OUTLET PROTECTION: RIPRAP SHOULD BE INSPECTED FOR ANY SCOUR BENEATH THE RIPRAP UNCONTAMINATED GROUND MATER:AND FUMEMIN OR FOOTING DRAINS WHERE FLOWS ARE NOT -MOLIAIL INLET EXISTING I.WITHIN ALL FYISTIK S,CRY STRUCTURES WITH OPEN CRATES TO REMAIN. 5.DUST CONTROL ON NOR STONES THAT HAVE BEEN DISLODGED. SEOIKHI ACCUMULATION IN THE CUTFALL AREA CONTAMINATED WITH PROCESS MATERIALS OR SOLVENTS. 2.OLEORIXO AND 6 RUBBING STRUCNECES SHOULD BE REMOVED AS KEOD• B.CLEARING ANON LAUBBING MERE NECESSARY. RATER TRUCK MAY BE NECESSARY ONS11E ID LIMIT THE MO NT OF MST LEAVING THE SITE. THE THE EOLOWING NON-STORM WATER DISCHARGES ARE PROHIBITED: CONCRETE AND WASTEWATER FREA 1.CONSTRUCT SEDIKNT TRAPPING DEVICES AND OUTLET CONTROL PROTECTION AROUND EXISTING FW LOW INL LIST R CONTROL KASWES MAY BE IWLEKNTEE IASI,TO LIMIT THE GENERATION OF CONCRETE WASHES,AREA: EXISTING FACILITIES SUECOD BE CLEANED WT.OR KW FACILITIES WASHOUT CC CONCRETE(UNLESS MANAGED BY AN APPROPRIATE CONTROL I.NEWELL CCAPOUND. DETENTION BASIN. OUST es NEEEED: SHOULD BE CONSTRUCTED AND OPERATIONAL DICE THE EXISTING WASHOUT IS 05S EELL. WASHOUTS WASTEWATER FROM WASHOUT AND CLEAKET R STUCCO.PAINT.FORM RELEASE OILS.CURING 5.STRIP TOPSOIL.OIL.SIE(CI E TOPSOIL AND GOAD[SITE. -SPRINKLING/IRRTGA1 ON -VEGETATIVE W OAD BE INSPECTED CREWENTLY 1O ENSUNI:NAT PLASTIC LININGS NOE INWACI AND CIDENALKE COMPOUNDS NEC OTHER CONSTRUCTCON MATERIALS.FUELS.OILS OR ETHER POLLUTANTS USED IN U.IEWONAPIIY STABILIZE,.SOLI STOCKPILES 1INCLUDING SEED ANA SITE FENCE AROUND THE -OIULCE -SPRAT-ON SOIL TREAIKxTS HARE NEC BEEN DAMAGED BY CONSTRILIIN ACTIVITIES. WHEN THE WASHOUT AREA IS ADJACENT TO VEHICLE AND EWIPKNI MERATIRE AND MAINTENANCE.SOAPS.CONCER,OR DETERGENTS.TOXIC PEPIK,ER(. -IILLAG1 -STONE ■PAVED ROAD.THE PAVED ROAD SHIELD BE INSPECTED TCR ACCUMULATED CONCRETE WAS:[. ANY OR HAZARDOUS SWSIANCES ERN A SPILL CR OTHER RELEASE.CR ANY OTHER POLLUTANT THAT COULD 1.INSTALL STORM SFOR.SANITARY SE ASR.WATER MAIN. ACCUIAJLATED CONCRETE MASTS ON THE ROAD.CURB.OR GUTTER SHOULD BE REND.AND PROPERLY CAUSE CR TEND TO CAUSE WATER POLLUTION. B.INSTALL INLET PROTECTION WITHIN ALL STORY STPUCTNES•ITN"OPEN'GRATES. A.PE-SITE VCNIPE TRACKING DISPOSED. C.WITHIN RACILY STWIL IIE ALL AKA,INCLUDING AREAS THAT HAVE PEACHED TEMPORARY GRADE DISCHARGES FROM DEAATEPIH4 ACTIVITIES.INCLUDING DISCHARGES FROM DEAA!EX LNG OP[NCES AWE 9 YILNIN i DAYS R LAS:CONSTRUCTION ACTIVITY IN THAT ARCH. STABILIZED CONSNDEACONT ENANNESC SI SHEKEL BE INSTALLED TO HELP REDUCE VENT CLE TRACKING EROSION CONTROL CE TO(: IN[BLKKEI AHD STAPLES SNglBO BE TNSRCTED FENDPC AND EXCAVATIRLS ARE ALLOWABLE IF MANAGED BY APPROPRIATE CWTROS. 10.INSTALL ROADWAYS. DF SEDIKNTS. ADJACENT ROADWAYS SHOULD BE SWEPT AS NEEDED.TO REDUCE EXCESS SEDIKNT. SHALL NE INSTALLED 10 THE ILLINOIS URBAN MANUAL.UNLESS OIHEPWISE INSTRUCTED BY THE .PERMANENTLY STABILIZE GRASSY AREAS. DIRT.OR STONE TRACKED FR.THE SITE. ACE ECU CLCED SEOINC E AND STONE SHOULD BE REEVED MANUFAC TIMER. EAPSIW IATE 0000 UNDERNEATH THE BLANKET SKOLD BE BACK EILLED AND 12.KKK ALL WANWARY CONTROL KASURE AFTER SITE IS STABILIZED AND RKSEED AREAS ON THE STABILIZED ENTRANCE AS NEEDED. VEHICLES HAWING ERODIBLE MATERIAL ID NEC ERN SEEDED WITH THE APPROPRIATE SEED MIX. ADDITIONAL BAR'S MY KED 10 BE INSTALLED ED REDUCE DISTURBED BY THEIR REMOVAL. THE CONSTRUCTION SITE SHOULD BE COVERED WITH A TARP. EROSION UNDER THE BLANKET. S.COKBEIE CUTTING SILT FILTER FENCE: SILT FENCES SHEER BE CHSPEGTED REGULARLY FOR UNDERCUTTING KEA[IRE FENCE KETS THE GROUND.OVERTONPING.AND TEARS ALONG THE LENGTH ON THE FENCE. C. THE SITE HAS A TOTAL ACREAGE N APPPDXI CIITELY E.1 ACRES. CONSTRUCTION ACTIVITY WILL CONCRETE WASTE MAHAGEKNO SHOULD BE IWLEMENTED TO CONTAIN AND DISPOSE OF SAW-CUTTING DEFICIENCIES SHOULD BE REPAIRED IMMEDIATELY. REMOVE ACCUMULATED SEDIKNIS FR.THE FENCE DISTURB APPROXIMATELY T.1 ACRES R THE SITE SLIMRIES. CONCRETE CUTTING SHOULD NOT TARE PLACE DURING OR MCD LATELY AFTER A RAIWALL BASE KKR NE SEDIKKI REACHES ONE-HALE THE FENCE HEIGHT. DURING FINAL STABILIZATION. D BONE COCK ICIENT E.THE SITE FOLLOWING CDWLEIIPI OA CONSTRUCIIW ACTIVITIES IS: EVENT. WASTE GENERATED IRON CONCRETE CUTTING SxWLO BE CLEAKOLP AND DISPOSED INTO THI PROPERLY DISPOSEMOF ANC ECDIWK CONTINUALLY REPLACE U�ITPENN THE E. INSTANCE`KEN HAS COKWIIE'C'=0.65. THE EXISIINL SOILS ERIN THE S I Z E IAAINLr CONSIST R S I L T LOAN. CONCRETE WASHOUT V A S E C T O N E T F A AS DESCRIBED ABOVE. MOEN CERTIFICATION BLOCK CATCH BASIN AND INLET FITTERS: INLET FILTERS KIN.BE INSPECTED FOP PROPER FILIERINC. E PLEASE KEW TO PILE B FEN A MAP INDICATING.AIxAGC PATTERNS X90 APPROKIWIC SLOPES B.VEHICLE STORAGE AND MAINTENANCE IF r IL tEV0.ADS ARE USED.KKK uENL01KHI FR011 THE FSL PUP BAGS KLx SAX PERCENT OF THE •T CERT!.UNOER PENAL,or E.THAT THIS 00,111...,AND tL,b0, EFIN".."1",'A"ZaZITOVZNErTOMUX1-2:1'f=1E0 PERSONNEL HTICIPAIED BEFORE AND AFTER MAJOR GRADING ACIIVIII[S.LOCATIONS MERE KHICLES ENTER N O THE SIZE SHOULD B( S BEEN FIT LEO. ESS OTHERWISE INSTRUCTED BY F U GED..REMOVE 10 RUNT NESIAN SEDIKNT TRACKING.AREAS OF SOIL KEN NOT IN USE.KNICLKS UIILIN IN THE DEV,OPKNI OPERATIONS AND DEBRIS CURING IMPEC11M5. ACCUMULATED MA.UAL IN THE FILTERS SH.L0 BE OR MT THE S TIE AND LOCATION CONTROLS SLED IN A DESIWAI[D UPLAND AKA AWAY ERIN ANY NATURAL OR CREATED WATERCWRSE.PRO. DISPOSED S DI$THE PLAN.THE LOCATION OA KIK KOOK STAG AND TION PRACTICES CONTROLS:GENT IFW DRAINAGE-WAY OR SICRM DRAIN. MEKKR POSSIBLE VEHICLE MAINTENANCE.FUELING.NW WASHIK DISPOSED PRWEPLT. DO Kl PON[IURE HOES IN Eh TOPS IF P.OIxG OCCURS.MUM IN THE PLAN.SI LOCATION R AREAS.HAND LOCATIONS OCAIS:STABILIZATION ER0(0ROES WA EXPECTED TO OCCUR. SHOULD OCCUR OFSIAE. IF ALLOWED ON-SITE:VEHICLE MAINTENANCE I INCLUDING BOTH ROUTINE A S THE TO EATERS IIKLUDINL RTLAKSI.AND ERk STORY WATER IS OISLNAPGED NA HtI ANC(AS WELL AS NI-SITE REPAIRS:SHOED BE MADE WITHIN THE DESIGNATED AREA TO NSTHE pII ONS R TINE Ax0(P NNAE.TOP KNOWING V:OSAT I CNND.°xoE•x[Oiossl Bii(ry ,O A OEPEALf WAFER. PREVENT THE MIGRATION OF KCHAXICAL FLUIDS:OIL•ANTIFREEZE.ETC.:INTO WATERCOURSES. E NNW SHALL DESIGNATE A WLLIF TED PERSONNEL f0&RESPONSIBLE FOR SEDIKNT AND F. NE RECEIVING WATER OF IHE PROPOSED DEVEL.IENT IS THE BONS CREEK TO NE FOX RIVER. KRIANDS W STORY ERA INS. OPIP PANS W ABSORBENT PADS SNWID BE USED FW ALL VED ECE EROSION CONTROL OBSERVATION REPORTING. IS WALIE TED PERSONNEL SHALL MEET THE EWIREKNIS KT.IN THE ILP10 PEON CONDITIONS AND LOCAL CODES. E OBSEREN(NS G. POEENEIAL SOURCES OF POLU110I ASSOCIATED WITH THIS CONSTRUCTION ACTIVITY MAY INLUDE: AND CET IC NUTRIENT MAINTENANCE ACTIVITIES THAT INVOLVE GREASE.CII.SOLVENTS.ON OTHER SHOULD OCCUR Al LEAST.CE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS R THE CND FUEL NT FROM DISTURBED SOILS -SANITARY STATIONS VEHICLE FLUIDS. CONSTRUCTION VEHICLES SHOULD BE INSPECTED FREQUENTLY TO IDENTIFY Pr OF A STORY W BY THE ENO Or THE FOLLOWING BUSINESS DR WRK DAY MN IS 0.5 INCHES IM OWNER SIGNATURE FUEL TAKS -STAGING AREAS LEAKS:LEAKS SEWED BE REPAIRED IKEO LATELY OR THE VEHICLE SHWLD BE KEENED FROM SITE GREATER.W MUIVAL TE SEOKALL.OBSERVATIONS NAY BE REDUCED TO ONCE A MONTH MIEN WASTE CONTAINERS -CHEMICAL VORA,AREAS DISPOSE R ALL USED OIL.ONTIEREEZE.SOLVENTS AND OTHER AUTOMOTIVE-RELATED CHEMICALS CONSTPUC O I ON ACTIVITIES HAVE CEASED WE 10 FROZEN COW IT IONS.KINKY OBSERVATIONS OIL OR OTHER KIRpI CUM PRODUCTS ADHESIVES ACCOROIK TO WKFACTUREP OR KOS INSTRUCTIONS. CONTRACTORS SHOULD MEDIATE,REPORT SHOULD RECOMMENCE KEN CONSTRUCTION ACTIVITIES ARE MUTED.OR IF MERE IS O.S.W K TAR SNKNTS SPITES TO THE OMKR FOR PROPER REKOIAIION. OKA.PAIN EVENT..A DISCHARGE OR TO SHWKLI OCCURS. CONTRANOR CERTIFICATION PAIET! TAI/MMATERIA WASH WATERS.FROM EOEIPKXI CR VEHICLE WASHING.tEl NASH WATER AND OTHER WASH PA PAINTS - MATERIALS II.[.RAGGED PORTLAND IEKNII WATERS.MST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAI PROVIDES SITE OASERNII.REPORTS STN BE MKIAIKO WSI1f e5 PT R THE SWOP. EACH SITE u rxT cws:PUCWE COCRETE AXE DEBRIS -LITTER WAS E EOOI ENLENT W BETTER TREATKNT PRIOR TO DISCHARGE. OBN.RVAII.SHUT AS ANEF RNA EWE.00X THE STORAGE r • vARr :H:z cER::r TCA1I Ox. CONCRETE AND CONCRETE TRUCKS -LITTER OISRIMBED AREAS AND AREAS USED FOR THE STORAGE R MATERIALS ENTIL THAI ARE EXPOSED TO STrE:D[x L:m s a PNTERING THON SHIN:BE CHECKED FOR EVIDENCE O.W POIEH11HE FOP.PPLETANIS 9.MATERIAL STORAGE ENTERING THE HAAIXAGE SYSTEM. ONE SURE THAT T T SEONAM EN INS KASUPAN IDENTIFIED I.STABILIZATION:ZATION: REWIRED: IN THE RAN SNAIL BE OBSERVED DISCHARGE Sp ENSURE IN,TREY HAVE NE[C THEY SHI AND ACE I.PIABANENTT OOH: ONARIL CESSATN PPACT SAES MI,BE INLTACT TIES AXE SEAL BE E ETEDO C DISCHA GED NR CSTORMI DRAIN SNOOD EX STORED Ix A TOKIER THAT SHOULDIBE DNF GNATEDIAL CHECKED K CCRRERTAI. EETHE OSON CONTROL ARE ACCESSIBLE.ECTI SHOULD BE SIGNATURE- _-- AS SOON OR EEWWARU(NOT LATE R EARTH DISTURBING ACTIVITIES NAT D S ALl BE TO DISCHARGE INTO STEM DRAINS OR L MATERIALS K AN NSITE AREA SHOULD BE DESIGNATED FOR SIGNIFICANT TO ASCERTAIN O THE ERASION CATERS.MEASURE$S AK W EREfVEHIC IN PREVENTING AND c.rRACTOx AS SOW AS POSSIBLE BUT NOT THESE THAN,1 DEWS FEW THE INITIATION CST ION ID STABILIZATION O WORK MAIEPIAL DLIVERY AND WITH LEGIBLE ALL MATERIALS KEPT.SLTE NHOLED BE SEWED IN,HEIR THLXSITEISH IWACIS TO THE FOR PECEIvIK WATERS. LOCATIONS WHERE VEHICLES ENTER AND Ella AREA- EXCEPTIONS TO:STEW LIEN ION ME ARE SPECIFIED AS PROVIDED BELW: AL OULDS IN[RE EACH LEGIBLE LABELS.AND IF POSSIBLE.KEP A RODE W OTHER AREAOSURE. THE SITE SHOULD BE MEMO ND FCR OFF-SITE SEDIKNT TRACKING. All OBSERVED. OPERATIONS NK[A[ES HALL BE TI STABILIZATION SOON A KASWES IS PRECLUDED BY CNN COKP,SIABIL IIAE ION AK AN SHOULD BE REPEALED IF MMG.OR VENT ICWI ION READ. ,STOW WATER.ER.KC AREAS AND ALL OMEP POTENTIAL NON-STEM WATER DISCHARGES SNOOD BE.SERRD. IN A.ANY ON AWES SHALL BE INITIATED AS SOW AS PRACTICABLE. ARC AN ACCEPTABLE AVAILABLE FOROL KAS.E 0 PKNENE PROCEDURES.ON R REEM ESTER. ill.SKETS B.OA AREAS EKRF RY STAWL ION.KN TEAS NCB[NEDLY CEASED SK WILL AESUK AFTER T1 SHOULD AE ATS S FOR REFERENCING CLEAN NP PROCEDURES. ANT ED RELEASE OF CNFMICAS B.SOURCES ON ME RESULTS LCD. O THE SITE OBSERVATION.PREVENTION ENE MEASURES ION RI POTENT TAI POLLUTANT DAYS.A OWING PRY TICESIAREt 1.MEMW CAN BE TI. DR TRACTORS CONTAMINANTS S IN BE TE,REPFLY CLEANED UP AND DISPOSER 6 O SRO.. SHALL B:REVUEI[IS AND THE ATE.AS S ONE AS P KASWES AFTER IN OHMS PI Ax C THE FOLLOWING PRACTICES IN ACCORDANCE T MEASURES: NoTIFTC THE PPRoDRIATE AGENCIES.REPORT ALLDSP ILLS ID THE EKFR.K0 SHOULD SHALT BE REVISED IS r ANY.SHALL AS SOON AS PRACTICABLE I EVENT THE OBSERVATION. ANY CHANCES PERMANENT AIDING'.K ACONSIST O KIN SPRING as 1100 LANDSCAPE PUSH. x011Fr THE APPRONP I[AONCTES.U NEEDED. THE MODIFICATIONS.IF ANY.SHALL PROVIDE FO TIMELY IMPLEMENTATION O ANY CxANClS TEK.AL h 1150'.MAY CONSIST O SEWING OATS ItW LBS/MERE:AND/CR NNW DR TO REDUCE THE RISK ASSOCIATED WIN HAZARDOUS MATERIALS CHEST,HA/ARMES PRooNTS TO THE PLAN WITHIN I CALENDAR GAYS FWLW IMG THE SITE OBSERVATION. CEREAL Rh:ISO IBS/ICPf I. SHOULD BE AERIE IN ORIGINAL CONTAINERS UNLESS THEY AK NOT AE-SEALABLE. THE ORIGINAL - MLCxIK LABELS AND 1505 DATA SHIELD BE RETAINED ONSITE AT ALL ELKS. HAZARDOUS MATERIALS AND L.S REPORT LMKPI Z'K 1K SCARE R THE OBSERVATION;MMEIST AND WAI FICA:1.9 DI - GE01[XRILES ALL OTHER MTERIAL ONSIDE SHOULD BE STORED IN ACCORDANCE WITH MANUFACTURER DA KOS R RSWKLSMMNxG E WSERVAIION.THE DAM SIR of OBSERVATION. ONSEPµIEIONS -SODDING SPEC IiIGEI.S. KFX DISPpSIK OE HAZARDOUS MAtERI SUS.FOLLOW YAMEACEURES OF LOCAL ELATING 1 E IWEEKNTATION R THE STORM WATER PON..PREVENTION RAN. - VEGETATIVE BUFFER STRIPS TALE AEC0IMEKCO KiNWS. ACTIONS TAKEN x ACCORDANCE WITH PARAGRAPH B ABOVE SHALL BE MADE AK RETAINED AS THE APPROPRIATE SIABIL RATION KASURE SHALL BE DETESMNET BASED ON SITE CONDITIONS AT,K ANDS PACE O THE SOON.EATER PEN WECON PREVENT:.PLAN FOR AT LEAST THREE YEARS FROM THE 1TK ME CONSTRUCTION ACTIVE IY HAS CEASED.INCLW LNG BUT NO1 LIMITED,0 WEATHER CONDI E I.S 00.SANITARY STATIONS DATE O FINK STABIL IUTI.OR PERMIT COVERAGE IS TERMINATED. THE REPORT SNAIL BE AND LENGTH O TIK KASURE MST BE EFFECTIVE. SIG.IN ACCORDANCE WITH PARE VI,ISICHA,CPT PEWIREKNRI O,NE PLATO NIECES TO THE EXTENT PRACTICABLE.POUT-A-POTTIES SHP.D BE LOCATED AT A NINNY B FEET BEHIND KNIT. 2.WASTE YAHAGEMNI THE CURB AND WEEER OF THE INTERNAL ROADS AND BE LOCATED IN AN ARES THAI DOES NOT DRAIN D.THE OWNER SHALL NOTIFY III APPROPRIATE AGENCY EIEEE OPERATIONS SECTION RECCE TO ANY PROTECTED NATURAL AREAS.WATERS R ONE STATE OR STORM WATER WERKE ,AND BY EMIL el EPA.K.IINCI PEILLINOIS.WV.1ELEPHOE•OR FAX WITHIN 11 HOURS R Me OL ID MARRIALS.INCLUDING BUILDING MATER I.S.SHALL BE DISCHARGED TO WATERS R THE SHIELD BE ANCHORED TO THE LEWNO TO PREVENT FROM TIPPING OVER. PORI-A-POTTIES LOCKED INCIDENCE R MOSCONE IANCE FM ANY VIOLATION R THE STORM WATER POLLUTION PREVENTION ST STATE.EXCEPT AS AIIHORIZED BY A SECTION TVA PERMIT.AL WASTE YAIERIAIS SHOOED BE ON IMPERVIOUS SURFACES SHOULD BE PLACED ON II7 OF A SECONDARY CONTAINKNO OEV ICE OR BE PLAN OBSERVED BARING A SITE(OBSERVATION.W FOR VIOLATIONS R ANY CONDITION R COEAT EN AND STORED IN APPROVED RECEPTACLES.NO WASTES SHOOED BE PLACID IN ANY SURROUNDED BY A CONTROL DEVICE II.E GRAVEL-BAG BERM:. THE FERNIT.THE NWKR SHEET CAPLEIE NOR SUBMIT WITHIN 5 DAYS AN INCIDENCE OF iei,d ,IAN FEB MAP. AIR. WY NNE ALLY AUG APi OCT. Mv. DEC. LOCAL MOH OtxEA O CD IN THE APPROVED WNIAINEDO APPROPRIATE FOR ME W.I.BEING ECWT 1ERC0FL IANCEI INI REPOO FOR ANY VIOLATION N OHE SION WATER PELUIIW T'rWF DISCARDED.:HERE SHOULD NE NO LIOOID WASTES DEPOSITED INTO DNWSIEPS W OTHER CONTAIxLES 11.SPILL PREVENTION PREVENTION PLAN OBSERVED DJRIK AN INSPECTION CROUCIEO.SUBMISSION SHAM BE ON KIM MAY LEAK.RECEPTACLES WITH DEFICIENCIES BRONCO BE REPLACED AS SOON AS DISCHARGES OF A HAZAAOOUS SUBSTANCE OR OIL CWAD BY A SPILL IE.G..A SPILL OF OIL INTO INK PROVIDED BY THE AGENCY AND INCLUDE SPECIFIC INFORMATION ON THE CAUSE OF WEAINC •�• POSSIBLE AND THE APPROPRIATE CLEANUP PROCEDURE SHERD TAKE PLACE.IF NECESSARY. A SEPARATE STORM SEDER OA WATERS OF THE STATE ARE NOT AUTHORIZED BY IRIS PERMIT. IF A NONCOPL LANCE.ACTIONS WHICH WERE TAKEN TO PREVENT ARS FURTHER CAUSES OF CONSTRLCTION WASTE MATERIAL IS NOT TO EL BURIED ONSITE.WASTE DISPOSAL SHOULD COOLY SPILL OCCURS.NO11FY THE LINER IMEDIAIELY. THE CONSTRUCOIW SITE SHORE HAVE NWCOPL IANCE.AND A STATEMENT DETAILING ANY ENVIRONMENTAL IKACT.NISE NAY SEES WITH ALL LOCAL.STATE.AK FEDERAL REG:LATINS THE CAPACITY TO CONTROL.CONTAIN.AK KKVE SPILLS IF THEY OCCUR. SPILLS SHOILO BE CLEANDD RESULTED IRON THE NOKOPL LANCE SEEDING (IODINE.AFTER DISCOVERY IN ACCORDANCE WITH 1505 AND NOT BURIED.SITE W WASHED INTO NSITE HAZARDOUS MATERIAL STORAGE SHWLD BE MINIMIZED AND STORED IN LABELED.SEPARATE SLON DRAINS W WATERS N THE STATE. E.All AI II O NONCORIAKE SHALL BE SIGNED BY A RESPONSIBLE WtNSRI AS OFIXED sEEOIW RECEPTACLES ER.101-xOZARO S KSTE.ALL HAZARDOUS KSTE SRNAO BE DISPOSED OF IN THE IN RARE VI.0 R THE CURIE NPOES PERMIT!SIGNATORY REOUIREKRTSI. L WIER SPECIFIED BY LOCAL W STATE REGWAII.OR BY LK MNDFACIUKE. SPILLS IN EYCESS O fEDEPAK REPORTABLE WANTIWES LAS ESTABLISHED UNDER ION CFA PARTS 110 SEEN ,F� �. 011.ER JD21.SHOULD BE REPORTED 10 TN NATIONAL RESPONSE CENTER BY GALLING F.ALL REPORTS R NONCOPLIANCE SHALL BE MAILED IO THE AGENCY AI INE FOLLOWING ADDRESS: B.CONCRETE WASTE MANAGEKNI 18001 121-3802.KOS TEEEN INCWSE INFORMATION OM KOERK REPORTABLE WWI TIES FOR ILLINOIS ENVIRONMENTAL PROTECTION AGENCY c Mss T MATERIALS.SPILLS IN TOXIC.HAZARDOUS MATER NALS SNWID BE REPORTED 10 THE APPROPRIATE DIVISION OF WATER PPSIIION CONTROL C SPRING DAYS BCC L /TIC OR 1001 L CONCRETE WASTE W KSKHT SHOULD NET BT ALLOWED IN THE STREET OR ALLOWED TO REACH A STAN W LNAGOKENMENI AGENCY.REGARDLESS R SIZE. KEN CLEANING IN A SPILL.tK AREA COMPLIANCE ASSURANCE SECTION LANDSCAPE STORY WATER MA TMCE SKIM OR WATERCOURSE A SIGN SHWLD BE POSTED AT EACH LOCATION SHWLD BE KEPI WELL ANT ELATED AK APPROPRIATE KROMAL PROTECTIVE EW IPMExt SKWD BE TOW NORTH GRAND AvEKE EAST S INE(LL ASS cOOmi 150 Las/SCR[.Iw:oor CL ASS r TO HEW IF THE WASHOUT. TO THE EXTENT PRACTICABLE CONCRETE WASHOUT AREAS SHOULD BE USED TO MINN.INJURY FROM CONTACT WITH A HAZARDOUS SUBSIANCE. POST NEIN BOX 79216 LOCATED A RfAS.AALE DISUNDO FROM A STORM MAZER DRAINAGE INLET OR WAT[RC.IT SPRING[TKO.ILL BOIS 62191-9316 E Soo CONCRETE WASHOUT AREAS SHOULD BE LOCATED AT LEAST 10 FEET BEHIND THE CURB.IA OK WASHOUT IN ADDITION TO PROPER WASTE MHAGEMENI.CONCRETE WA WALDEN,CONCRETE CUT:INC. Rs LBSiAEPE.2 Toxs SIP«MIKCN/ACRE. Lcx 2 TWMNS/ACRE IrOnP+:DUrvOT 0,000 AREA IS ADJACENT TO A PAVED ROAD.1 STABILIZED ENTRANCE THAT KEGS ILEINOIS URBAN MANUAL VEHICLE STORAGE AND MAINTENANCE.MIERIK STORAGE.AK SANG RE STATION PKTELI I.• W STANDARDS SHOULD BE INSTALLED AT EACH WASHOEE AKA. THE FOLLOWING MINIM,PRACTICES wouLD BE[PLOWED TO REWCE THE PISA R SPILLS: J. WENS OE, AvglYlxc Soo SITE VEHICLES SHOULD BE KNIOCRE0 FOR TEAS AND SHOULD RECEIVE REGULAR:PREVENTATIVE «IRO:ENTlox HEEDED FDP x TO THE C.TAENKRI FACILITIES SHOULD BE O SUFFICIENT MERE 10 CEWLETELY COWAN ALL MAINTENANCE OD REDUCE THE CHANCE N LEAKAGE. LIWID AND CONCRETE WASTE MATERIALS INCLUDING ENOUGH CAPACITY FOR ANTICIPATED LEVELS -PETROLEUM PRODUCTS SHOULD BE S10RU0 IN TIGHTLY SEALED AND PEARLY LABELED C.IA SCEPS. SOIL PROTECTION CHART AND APPLICATION GUIDELINES P RAINWATER. THE DRIED CONCRETE WASTE 101001 0 SHOULD BE PECKED UP AND DISPOSED P ALL 55 PAINT MORON BE MOTTLE SEALED AK SLED KEN NOT AEWTREO FOR USE. RE:N ACCORDANCE WITH TooT SAND SPECLIC APPLICATION SECTION 25D SEEDING. ° PROPERLY NI TES LAPSCI IY 15 KACNf O. NAKEKD CONCRETE CAN NE(TOPTO R RECYCLED AS SHOED BE DISPOSED R SHOULD TO THE AD TO THE MANUFACTURER'S MN SEWER. OR ALL SEEDING COALS APPROVED BY,NE MUNICIPALITY AND USED AGAIN.511E OR HAULED OESI,E TO AN APPROPRIATE EXMOSAN LOCK REWLAEI DISPOSED END r ACCO NOT BE DISCHARGED TO RER ST NS SEWER. LAKE ILL .S SROR0105011 THE MANUFACTURER'S RECRKNDAT IONS ECR PROPER USE AK P DISPOSAL OF MATERIALS. ] H T xgCLIENT. Mn t 9Aw5WNIRg:ns31PLL500 RYLAND HOMES' ^KN ANA STORMWATER POLLUTION PREVENTION DETAILS PREP 9 D122 APPROVED g Rosemont IL S0D16 fp,17:696--1MDD Main Sheet.SEW 10B SCALE MTS. CEDAR GROVE NUMBER]R MmnSNNwm ""East Dundee IL 0119 DATE ELGIN,ILLINOIS X)MACKE WONDILTANTB LIG.20M 'Oa "° """` Phone':2.-29}3100 FU.22X-29}3101 DATE DESCRIPTION OF REVISION BY S LMB PRY LICENSE 1.-oKEK POW z,. Ra rwiTlxo a w,rLE GROUTING 70' MIN p— 2A'MIN F 1�l5 �� 0i-C d a x j M—k EXISTING T / 0 MIN ^ EOwxr AGGREGATE `'ELS I VEDRnWAGE EIIE KDIpN N' ro SEDIMENT IE - ING DEVICE NOTES: MUST Exi END FALL WIDTH DE o FILTER FABRIC SxML WET rHf PEW NEINxrS G u5x10 01 rocc o mu ccr xa•,,ci• on Ew•Fi INGPE 55 d�DµEGRESS oPERdT ION AF2N1-0a ANO STALL B[RACE,DIVER THE CLEARED AREA 1 PRIOi TO Iuf RKIxL R RDCI. rxcxTLLE KTAL �"w1 EXISTING 5:, SLOPE RWA OA RECLINED LOUPE TE SNNL BE DCOI COARSE .3, GRpUNp eLLAELeTE LRdaAIIW CA-,.[A-2.[A-)OR CA-a. TO' MIN , PAVEMENT STABILIZED CONSTRUCTION ENTRANCE SMALL BE INSTALLED. w,E,I• I A—� PRIOR o ONSET IT CONSTRUCT ON OPERATIONS AND SONO DT Ex CN " ""E BE W HIAINEO INROILNWI OK PROJECT DILUTION OPOSr e aeAGE FES REWREDo ECAwcPING MIEN EDDN CETLL — DRi FACILITIES I BECAUSE FABRIC `. " ' SPECIFICATIONS. — ELEVATION 5.IF IASN RACKS ARE USED INEV SMALL BE INSTALLED SOP arm uaLS lOx sx°L aE mRxcO.r rT•s - ACCORDING ID THE MANUFACTURER'S SPECIFICATIONS. °-'"" PIPE OUTLET!N FLAT AREA r., .9 NOT wT . L"' NO WELL—DEFINED CHANNEL BTABLIZED CONSTRUCTION ENTRANCE PETAL STATES.91.rL NOT CLIP.sE�ABOVE ,,,,NS:••ME"RaLr x cxFT.. �l i1!1:1.� w...... - n oK,L..„MINN sxREDO . r,.M _ -- .L� 1 FR:1 N iN �, —_. _. EWARI== -EP • \ y' ..1, ,2.. 1 CONTROL BLANKET PETALS �:�.. EROSION" ,cE %I 1 ,Axc _� I H =a," SALE o FA.r.x.ox T r ETx r rwx p°.rx[r,x T.Dr,aaF D°pL�D.x,T Ee.Ix.,.„ x, Ox I.NaL..E[FT x,P,eR.Oa.T..E:C-a T I.,O N..r•F E.NLI or I IF I,,—.F•xEc N�!C 1 c.E u sT BrOsrFoX[o fDv iF w;'.t:I a EN=f.`sE I• •,a„_.f c ,E aa irwilill N . 1N. ^�• , I•. °A N Nr A re..» r G:OO N SECTION••3 \ C - SECTION A.. .ITuxC xOrTr S. LII E I—o ,Y rx—WF'6 D,n eFw.ONT xE rIr L V I rt 4 d`.c cxc. rz { d- �,oA x x 'WIC..PION DETAIL rr.� .sa O r o s• .+ I FE Ex ” , c r .w r s°c r . x I r ■- 36.111N1 KILTER FABRIC 'u= eFr i bt p 9 5Z i a a P C %• R r I .OR III r 5� T. NOM OPTS..TOR E°N„ALENT, ` N„A. .c 1w A r,D.. siD .I xo[s ,!.T... w AEvNr Ar Ipxz » OROR s a . l m _ x L z.r . wO ' • w " ,µ DINr vACo. Rpcx RPn r»[ OCMr r x ° xrO p.a",owE .,, aos r " . ,F.,0 . ,., , crw° ,° I xl:1,: . rs F L.oFA o xx. PIPE OUTLET TO FLAT AREA ' " r'”` • . .•x , r w ru x.x. DJKTLL r PP TO TCrpN VENCE °"°`°N I R1 .i ''"'".e°4s,:4"''NAA Ix°GATI,�x..r. WI«.W .Exe,x Ix.,I,I 24R I I . w,L. : :,L.. . . ,r °x . . c»ulo ., T" °E.. . :',T.: :::: o sr .,-.44...11.4144'' , . I — 7 w . Lxo wE. E,,". .EO:.e .r " •" , I.a ii I • ox xT r+ ..,a a••,„°• x,.»<x. .RT a.. aE.. %�. L ao .: . ..x. •o Aa.m O.so w x T•L w., Tr xc»TIE .r s .••• •,1W7 I° I . LEx r.e IoC ..Ex AT „ . r Na„ x.L s L,.,.. xE 11 40 1 POSTS DAr..W...NTAM s.f g x°«c, Ie w,wx, I R 0 I I0 0 N ,4 I,.., 1 1 ' IMP / -----1 0 0 0 o E are wEaR x ex»■E<E, , xZ.,O, rr” — 1 � w w I IV I k 7 G` 0 0 0 I� � ETV a DEWATERMO BAG PETAL I I =11 r 1 I i i1, ,. STAPLES PER:R TO RENIMMEWIPM .'^M"' c S,•• I I { I I 111 e- OSO CONTROL BLANKET !L!CIi NCFF I , I 4` I I I I 1I1 STAPLE PATTERN PETAL S i';'.. + ` ,Ii IWI', 1I 111V 1ir,, � : 1�,l € ' , i is+. 17iti „». . r. z ,.w , , sT ,Ar .,Ixz.Lxrx rA, w. • --a g_ ':.�.l�:rsI: �1aktti.IT��i�.eu, ,. n .Lr aR r w. �.. T x .r .x. . .rL ,. wT.L. wA e, rxa°..I x I . •.I ,,T s,x,0,xF9.R € n, - -- ELAN VIEW , .,E.,K ILwxrI w w p •.°D,ED POUT: ELT FENCE PETAL I MID MAT PETAL ...... INLET PROTECTION.;,FILTER BASKET PETAL ag D,NNT DESIGNED MTL STORMWATER POLLUTION PREVENTION �� "• _- '•"" N " m nea SHEET n " 'G°."""S U RYLAND HOMES° DETAILS AND SPECIFICATIONS 10D 2 2"R9 O / Ia1i6d1N W olN om 1141 Man Street Sale toe — C"UNBEN L IMDMM .11E — ELGIN,ILLINOIS CNE ONSULTd;TS D. r01I Phone.242913100 Fax 2U-29}310, DATE DESORPTION OF REVISION LICENSE w.WMW GENERAL NOTES I % I.ONE suxDARD DEw AxD,,,T,E wAL sPEG IEIGU:c s PxovmeD Iry rBE CTTr DE ELCIx CONE 6 11RDI,,L:ANfEi AvvLx TD TN IS WTRP. t.PIR WTEROALS.EI T INNS.CTEDCBINT 13CIT xC. GIN EIONS.ANN IOR �I , \� INSTALLATION ANRT F INSRECTED BY THE CITY CIF LIN ENGINEER PRIOR / ��_ TO ANY TRENCH BACKD, \ ) N CASE O ERIK G BETTEEN THE CITY O CLGIx ANTAROS EIA CONSTRUCTION 1 BC PRECEDENCE MO SNLLN CONTROL ALL CONSTTRUCTION ENT SxALL THE ' 0 x.ALL CONNECTIONS TO EXISTING DATER WINS DUST BE COORDINATED WITH THE PUBLIC ;�I ® IONS DEPWTAENT AT Ban 69T 3160 5.■ THE EXISTING WIT.MAIM TO BC UTTERED WITHIN THE PUBLIC RIGHT-OF-WAX SHAFT / / BE CIILDRINATED.PRESSURE TESTED,AND BACTERIA TESTED THE CONTRACTOR WILL It_ x- BE RESPONSIBLE wR PRDVIOINGTHE REDUIREO TESTS AND COORDINATION WIN THE J>� � fi s -., •. f E: i A ■ -..-1.� + SOB OE ' , '' � HFM! , - To Fd Teo if !m ',,,�_ * • �Q.V '' Fr v 1 ms . ..,, -7 - .,-.--4 aka ,. I �� y ;%/ w w m �T a. 1 . 'l. 84 ,\,'� � i _I ;.o «:pre f ', I:XISTINC OPEN SPACE ' III�tI IP,E,..n„zw.a y Ji i,I '� � .6,_, — it,,r,' a,a"• ; AREA TO REMAIN 1� '� '� EXISTING I L\14ISTl,'RBP:D IZ T�.N• ��1 ,� •.i -_ 4 STORM i W AT ER R \ r -- ,' DI f PN I ION , "a a! ' 13nSiv�...� �1"` wTN.N.., ,",.,.� �� u:NN�a N�". 9 ( �A�d FOR DETAILED o: • I AIRED INFORMATION '" '. -�.. .\ I REFER TO SHEET 1! -' ...... TYPICAL UTILITY LAYOUT AND - SERVICE CONNECTIONS .P.,R,R"T w� �,.. ". :a ,ASaw»ox Ea SHEET 28 DESIGNED MEL gg CLIENT I95Ed HI99InaN, NOa�a W� RYLAND HOMES' AP DRAWN "'"A OVERALL UTILITY PLAN PROJECT 11 OF 22 g No, aAtLBDDte CEDAR GROVER I e'LenTIZ at East Man Greet Suns 1013 1 I w macNM onaux.w " EaS,undee IL 60118 -16 REVISED PER WV OF ELGIN COMMENTS MTL DATE 03-06-16 ELGIN,ILLINOIS ONE CONSULTANTS R LLD.Raa Phone:224293-31X0 Far 22<-ri3-3[01 DATE SE DESCRIPTION OF REVISION @x xLM04 FIRM LICENSE tN-OD36M )n R \ . PLAN AHD PROFILE¢GENERAL NOTES,' I q 7 ,�� \ x , omnoP nsAR0.Owx a s.am 9 r n.r ,N r x p u rr RU S a nt c x y ' ` _ z. a,c,9 ,O R XWW e,AC 3sxsUCp 1 o[u z,„„LWFS OI E AN xp x D EP rx— _ ° � � ,` o S eu„'RAE ,. IW1,$CLEµP.iFRE OEUE BLLB „,,,,RS.' r __ r '1� _ .- • ` ` OiN�S[INIEmCN BASINS SHALL BE<6 IHLH DIAMETER.UNLESS A ' I/ft a ��\ unxe¢ ¢RI waC.wrt L'I u x iezN.°m,50'Y,x^ R I I/ - \\• ____ ___ , B ul rufR Aulxs sxaL BE puce« RDx PIPE.cuss sz x.cLOaoAxcf E I IIx AN51 Az 5. SfA!90ASp OIoni[IXCp PCE HXSI' ix E �' ' I 1 �LCUex cu oR Pu90EP PINL rn Pusu DN It )� 5��.y�p.yy et �� , �i `, xolu�o SEWERS oiNiF.�5ER�1A� i[o.[ANLaf,UNMNORgMieSH.ii Bf d.' ' Ixcx RB oR Ep Pv unfss° an E i[o lcA,fD suW TAMP _.. x. L- r rc t 1,. b• I "� '" " — �}q!'y �,_-`y o�IfL,lws sxAll BE PvL s°a is uRESS pixEPrlsE Ilw c,ED . k ., +ems '� ,,�,�D„ ,, B HANDICAP RAMPS SHALL BE PROVIDED r:ALL LOCATIONS WHERE THE--- d ` ~.max 1rI : ' _-y:• - _ "1"-r"_ \S 51 i:71 t AOJOIxs ixE LMB Alp 4U,iER T., l'' sh, 1' °f°°, T ' eo � _ 9. IAHOID' NDSIOxS AND RADII eaE ip BA[It 6 CURB.UNLESS OTHERWISE .nl . i .Ae„ .x, ......=.4.- .....:,..........• —..-.‘......:........7..= __ _ � . ° .�,. k' �� RoPERrr u:Au Art EvinixL°aAlx nlE srnfu Ix PIALE mlCx sxul J/, .� ��L s '4--';r\ BE PEWRE FrE4 i[IV'''LONS,P°C`R AIM CHILES SERVIU4 {4V'`' 1F�7N�� ♦ , Ilf PT fs SxelL 0[ 0 ,LIED D f WOSEO S,ORx SCRP M-' I; SVS,FY �� I °>�nyA '� FORS DETAILED UTILITEB �, I. OVERxfm SANITARY SLIER SERVICE S Rpu REO TOR ALL HOPS. I® So mr.,"""' e [ / REFER TO SHEET 13 u. ul YAgr AND urfP sEPVaE ures SxALL Bf PRrw m. 72 70 69 I �I' t" y pix n malnfs Ix AccpaDANLE nrx sfn DN e,z° TA,xE s,AND xD I 67 'r' gwImoxs fox Inn AxD sfrtP WIx LoxsrauinoN Ix 11-1,. . �� I !S BELOW six°i:eiL�AUZmu°sEapsIRRN,s REx rW rA,fRAU Ix IS Q 1-. y w " * ' \ ,5. CONIPALtOR SNALL fIE,.LOCA,E AlL NpUSE SFPV ICES AM SIRPLY lOCeil U15 . a., 4, , y > /t s v. w 1 0 A y I I I D THE EN4INEFP f0P SUBYI Li A4[D,xE C�,Y pF ELCIH SCA CUAB LINE SHOULD _ / R. '[S,AIRD YI iN A EgIR IN[x AW 5 IF➢ICe,IXG LOCC,Ib O[ixf'im d i— RPo1 Y ,i- • "... w `r D SAXIIARx SCRVICf LOC1ilOX5. d _ •T79 \ IA Mp SAP PAWS YPf B ND DEPPESSEA NPB 6 CUTTER SNLLL RE TRW CEO A '' 'm Z V , ' V 1` x ' ' ' SCALE TIN ACCORDANCE rl EU iR S,ANOAROT Alp SPEC If ICIIIONS Of IDO," I b}...Y+4 p .. C ® pPICA!AVWs Mi,xOYN'Er°00 ROTAREELECTRTEE AllUDE EfeOEPrpq EE,ExCIYME �,,11Ctl 7, . w x+. y OAR w s n I1 00 S y r - '3".� 1 ` CRAPE AND GRATE TE LEGEND LEGEND ' B SM"IIDIC DES INf S,DPY SERR MJ51°f LDrioc,EO PCP SP[f IEIAiIn,' �/� A r x.s.xun,unn,rrc .x° IFI t5 SECTION N XOrF, s,OPx SEIRP SxAIL BE CRISIaLC,ED xI IH YAIEA ! - '�' x 75 76 77 x 78 � '''c/ wnlrY E m .CeslRE PIPE,D PRwmE AoRE EA aamfn louiaEARexcE 73 74 i/ \ \rn q., pE,,,..L w.xx IB �L,MTI OR SEALL V LOCAiION R.L EVINO SERVICES PUBLIC D Pa,vuE Hones Im a coxs mucna, CONIFER DRIVE Wn„„° D.Re[•o°..r, .a nn. i, .' REFER TO SHEET 14 8 88 9 aN gA ' gA .” I8 i5 870 I 8, �8 8� cm,:�,. ...D.., a. ..„,. ION q.fl! A 9 . 8 n. :.,...,.Wsr a a r.o,0 c e..a m,4 o a..n865 865_ I. :.7:-O,':;• . cu m.w uu.w w.mw .x oaw, w xx E r.c, .ar AC PR.n.SEO E ELEVATION P. 860 .°R>d :m d of 860§ ■ n.e4.'n-\ ...cox oom .- , . ..: Y R o.. .ue , rpO I - 855 855 Ss . I 1 i 850 .,w,-f ," .-.�-7'IE°°'..mt.-..,m ...cwry: .^aa ..7 . 845 ».. h 8 aFM- 8 845 w.o II . , ,..ffi.Tm":".AK fu<v 6,.: �' - _ 640 l ,0, .. ..-l�w I1E°A I<aA = 840 I I • , 835 E ., — _ _ 835 • 830 m m r..mmi -m 41 r, mmm mm m.m, -m '.411:4; mm ml.m, m m� �' N,n m 'v I 22+00 23+00 24+00 25.00 26+00 -m 000 m m m m m 830 i8 CLIENT 27+00 28+00 29+00 30+00 31+00 32+00 33+00 H .ESIONEV Mtn - _ sxEEi e CAfAfM�fd, ® _ 9, 55W. In 06 uxe 500 0 NIq _ De x t{ RYLAND F IL 90.19 LAND HOMES AAA POMPTON AVENUE - STATION 23+31 TO 33+20 m..n 1222 kE..a�L=Om an6"�LS�,a'� CEDAR GROVE East DFi IL 9„9 .,A,- R oa-a.,6 P. 22-8 3,..Ea.224.28 ,°, —°.A,E9_ REVISED JOIE OEEAEVIS N,9 or SCALE „° ELGIN,ILLINOIS PROJECT MUMMER:1 x9w� LOOS FM LPOENSE.-oox6W' ,r,2•,; ru,,,1:7 ..",a°1,..; .:,4,,i'l,'Fi . ... 1.,,,,:„1,•,,',1' 110 e'T 1 / ■ ik'''' \ 'VA:91 14 9 ) '•.'' ^ '^ \\9'''/ 10, hopit,.. • ' ,I, '' rwia% L F GE NO ----m_--,,,....7--■ o 50 MO ;• . . '6,2:,''' ,,,,,,t4A,,,,, MN 4:41- ItY All.MPA.'7 '"''''' '' i ;''. DETECT.,BAB BO BO SZBM 77,- .....,„.„„,,m 7 . ,„„,,,_,..,. , ;:,0, ,,,:'- , I, 0CC SIDE., t• 'v I FRAME U GRA rE LEGEND tr, L 4 1' IlinWer-Ift, ".""' '-.-gi '..--- -i \ „.....srPuCruRE T■Prs Ana Lio5 `• .,,rw,„:..,42tz,. ,,w,..T...--." ;;.•:„,rg..4.g,: vm•,-—L. co- " liell. Ionia" ---k' - •-• a . — .- .6,-•:- . .'-'.-.-- ,r1N•■••S:4■4:4.,e.".1-'" r5-:',.. 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EOVIENSES S UNDER SECTION 9 O TEE CI,'O ELGIN ENGINEERING AND — SHALLRALSO H ES THAR0 AND SPECIFICS',RELENTS.APRIL SC ANUA EO.T INN OR LANES] tx 15 SHALL ALSO CONTROL THE MINI IWM REOUI REYEIEB UNDER MANUAL ON R LATEST 1 TRAFFIC CONIAR Df vlCES IYITLDI•MCEIEBEA 2000 EDITION OR LAlf 51. ■ z fop REYI[�ALANO�PPRMLLOPPIOROGIOS INSi4L>,IOHI,IED t0 IxE CITY O ElL H / nr T x0 v.Nx xc tx s s Oc ar SINCE..1?.re 2, STOP BARS SHALL BE INSTALLED AT ALL STOP LOCATIONS IN AGCOADANCC WIiH TxE lA1CSN EDITION O AUNWL OH LN If DRY,RAAEIL LONTRO DEVICCS WTCOI. Y ■ LLL STOP SIGNS SNAIL BE Sr WIDE UTILISING DIAMOND GRADE NA,ERIAL AND INSTALLED PER TEE Y1TCD. / ' // / LE,.......„ %pc / yi / x is i _ Y 0 _ aE .NNE.5 R"RD,1 ''''''''.....n.........................„„ / Ill, ' I • .a 1 / 47' - * -.-:Atl - r/ -- /:. :-4-:: 4 tir , : ' p it NN,Na . o ., a \�-- � ,. SIGN POST PETAL iv � }� � .. • � o . O. !.kri. 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SHEET Ii r 1911 Mackie Colorant.,LLC RYLAND HOMES' , DRAWN WHN CITY OF ELGIN STANDARD DETAILS 20- 22 -II 9675 VV H1gglos Road Sul.500 ROSer2212t IL 60018 APPROVED AJM CEDAR GROVE PROJECT NI.WSES I 4253 CI i 4 1847,696-1400 www macIrloconsult corn 1141 FasthIon Street Sudo 106 Fa5101.21212.2 IL 601. 04 14. 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A Water Products-Aurora A �r{{��$$,, C.T Dq(C.A.be Cms.lon S TS) ICE ATTACHED SIBMITTAL _ .""'"••"'''''''''''' u1ux 1l ,P7 y m. ¢■-al s n_u ws.es a.1s �m �m �m ii. rs..cxr ;o rno.ioE•SF£CIFI:A'tOV. :,2:7=',7.:74:17S--`,'",1.. —.. ....�. .•--.--,-..— <--J gad ., _s.. Cascade Waterworks,Mfg. 2 -., aE P . x1x 2 vb 1 14 i I 03.50 ��._ � i ..., ,..B (cap rorcatp slop • OJM ) ....„1 xser:s.,. cure o.cxlxc • _ .. `urzx x.ix••',/ B r I� a .Ixlw a l, o u�,� :o:;5 °;: ` .VAR.. V.:.rx x.x ex.rr»17x.2.»re rD x. 1,(..-- , t_,TA nr 0 sme. .��. .ICI-'/ WYFO E CIRYIEY REAL DETARB WATER NAIN OWERMD DETAILS �i1` �1� ROMP SrPURR IPF w-.... IRI RR ■■ stc w.r w v,o=05co I E E 1 M01�m°«E`��leri:1 a.,:ria:F;I::„'„.i`o r E s"w°u a x02 xD.OSm st»x I �� A[Eiixiiv s[A[A i srtu:x sun vun 015tx.,c[Ix,o 1 i �sf ,Exu.Ix s[[xor[ sEESx�x�e P ipe --RW--� SNAP PIIEPoDISCHARGE ,...„,CONNECTION DETAI. sFF x02. '`= ayilt/I Arr M' L_•_� O.D. _ - z\ . � • (a,am) CONFIDENTIAL /PROPRIETARY , Mt s.,x02.a: A Water Products-Aurora A w,t:;, / 1122,... D,r> . r ■' Do,D 0,0 .aH��i�r0 ai��_____;a SUIIIMIUMICAMINE NOTFSEE ATTACHED SLBrITTAL — �,.. ,^ Lf VV .n .e. �B TYB TII.Y SPECIFICATION. `� 1nrloOEle'x.... - © We inn rmum, MB YgWlMI °m°._ 2 Cascade Waterworks,Mfg. O wlr0r.,r. E.,,Dr F.a D ..a, x 2 ......°7▪::,:74,:.:-:-::4',7z-.- t ., b.. BTD SEWER � 4r 2u 4-'' . ` YZ7 r.6ean..ra.�'"'"''''Part'"°°'. M/!/JA/. ��+%i� 4 21x.,., ., r `,-,O Ex�oe ar TA 0..TE,..�x.',.e..x,"oeue..•D.xo.c..x0 r°rt.re e.n tZZ .t0-°""'"" x0,t .I III; - ,tt w,t a stt x0,t z es n, *x•..r ..x u.,° rox . x r v, r ,.x rx .,xc. rr,ius COMPACTED CLAY BULKHEAD `.. .. . w.. xD0t0 ..o�Fx,r pE�Xx t,IS,IxX 1124 Lt:a .E'rer..as o° g Is 11ATERMAM AND SEWED REPARATION DETAILS SHfET Rr Imo'Co`er'LLD CLIENT. RY °N D HOMES — "AWN W"" ^ CONSTRUCTION DETAILS 21 °` 22 Rosemont IL 60 Road Suite 500 vn IL 60018 1s REVISED PER F .,„=„ DATE FD -DEn PROJECT 8000 22e] I 184i)� 1400 0 East-1 Street 043-90- wnwmacFlemnzuN.com a-29,3ndee.I.224 D.-ATE R aTO D IONMFMTS ELGIN,ILLINOIS -`tee"""""TB"°.'D„ Pone:324-293-3100 Fac 234-293-3101 DATE DESCRIPTION OF REVISION BY SOME N,T,E.e fmB Fp.LICFMBE W-DB3BN OENERAL NoiFS A. REFERENCED SPECIE I CAI IONS 1. All CLAY ECOANBMNI NECESSARY FOR StORMAIER WNAGEeENI AREAS 11.OOBIN-LION CURB AND CURTER SNALI BF CONSICU[lED IN dCLOPOANf[WI Ix N. MATER MAIN C. $TORN SEWER R NOTED Ox AHE CROSS IECEION Sxkl CONSIST pF CONESIYf SOIL Tr xD ARED DITC PAOVI SXONS O SCCA ION 606 ICOXCP[if LUI1 .LURB.MEDIAN. OCSS THAN 251 SAND AND AANNNLV MATERIAL SNAAR xAE d COIUICIFMTSP'" PAVED OPP OF E 1001 55. I WATER MAINS SERVICES AND APPURTENANCES SHAH BE CONSTRUCTED 1 kl SIDCY SEWERS.SOP(ICES Alp APPIIPIEHCNCCS IHALI Bf[ONSTRUCtfE 1 ALL CONSTRUCTION SHAH BE APPLICABLE SECTIONS TY If LESS Tx - CM/SEL PARTICLE 511E i.BE a.EXPANSION JOINTS SHALL BE PLACED AT THE EN R RADII AND AT ALL NIIH I E LOCAL MMICIPAI PEW IPEMHIS NN TNF STANDARD IN AAOOCOARE NIM HC LWAL NMILIPAI RCWIREMENAS.THE IWN SS O IHE UNLOVING.EXCEPT AS.IL HEREIN OR THE PLANS: A-INCHES. THESE MATERIALS WILL BE PRACTICALLY'IIPERVIWS. MATERIAL I BE INTERVALS OF O NNE THAN 0-FEET IN STRAIGHT LINE PORTIONS OF `,RCNICAIIONS FW WIER AN SERER WIX CONSIRULTION IX IILIHOIS. AN STANDARD SPECIFICATIONS FOR WATER AND SEER MAIN CONSTRUCTION' TENTED TOR CLASSIF ICAAION.COMPACT.CHACERISTICS.PE"IEABIL III WWK. EXPANSION JOINTS SHALL BE PROVIDED BORE HE CURB ANC EST Hill.ISSRI. IN ILLINOIS•LATEST EDITION. -STANDARD SPECIFICATIONS FW POW AND BRIDGE PONSTRUCIION.LATEST MAT CHARACTERISTICS AND UNCONFINED C APHESSIVE STRENGTH. N ORDER TO INSURE TTER ABUTS AN EXISTING W PROPOSED SIDEYALF.BUILDING.PERMANENT 2 COITION.By M[ INIS OR ROAD NI pT R CT UID01 TES FOR ABOVE REDUIREN"YIS. STRUCTURE IN EXISTING OR PROPOSED CONCRETE DRINK.. EXPANSION , WATER MAINS SHALL BE: 1. STORM M SEVERS SHALL BE:61 ALL IRROVEMHES EXCEPT SANITARY SE rtP AND WATER WIN NBt] JOINTS ARE REWIRED 5-FEET ON EACH SIDE O Y I off SEWER STRUCTURE a.OUCIIIE IRO!PIP[[ORORMING i0 M51 A I St LAMA[1511.CI ASS 52 PEA EIXFOPLEO CONCRETE PIPE.ASAM C-16.MININiD CLASS III WITH MASTIC WIEAI AI SHAIt BF[ NYE NUNYxE Ix;USC;MASSIF ILAIION SVSNFYV 1u IN THE CURB LINE. EXPANSION JOINTS SHALL[RESIST -INCH TH SEPOfD ANSI 21.50 INNA(1501.SCk LOANED OP CCMNI LIMED PER ANSI AZ1.M JOINTS W 0-PING JOINTS IH ACCORDANCE 10 6.P(-4e B. CONSTRUCT.: AND FREE FRLN LMAVEL•ROMS•ACA W TER. D ANY O1xfR®JECAIONABLE 02 EXPAN510N JINNI FILLER MATERS AI. AMA C1M1. ITN KCHANICk OR RL9BE"AINL ISOIP SEAL OR PUSH MI .POLYVINYL LxLORIW PIPE IPV[1 PIPE.SOR 16. ER ASAM,-,o,1 WIAH Yd ERI dIS. D.EXPAR ION JOINTS SMALL INCLUDE 2-INCN LONG W oEl N BATS Wlix CAP. JOINTS. U FLASIOWMIC JOINTS IN ACCORDANCE WITH ASTON D-3212: -STACOABD SS*TIFICEADNS NW WAIN ANp SERB WIN RONSOUCTION IN c.ID ICE.. C JDIHIS SNAIL BE PLACL di SAWED TO OF N CON THAN E. ALL WATER SERVICES 12.5'Old.IM SYLLLFCI SHALL BE[WEER WAIN TUBE LL 1x015.UTES EDITION ISSRI FW SAxI NARY Sf rtR NCO WATER PAIN THE OHES IN L SHALL BE PLACED IN(LIFT GHOUL NW IZONIAC LIFTS NOT EAST 95 1D-FEEEE CES ELIION JOINTS SHALL Bf SARp AO d OfNEH EM YO Ill A W GREATER SOFA TEMPER.FOR UNDERMINE SERVICE AND CONFORMING S. GRANULAR PIPE BfWIN MATERIAL SHALL BE 1001 CA-6.CA-1 OR LE BE AND CONSTPUCIION: 8 INCHES IN I IM IHICANRY EACH LIFT DETERMINED BE N THE TO AT LEAST 9S A E INICNNCSS OE ME WNNBR FLAG ANO AO A WIDix OF xOA LESS AxAN TDPMTH BBB AND*TM B251. THE PIPE SHALL BE YARNED NIA"THE HAE BE IHSTAIL,E PEA A51M 02121-89. GRANULAR BEDDING SHALL BE LOPKIED PEA GENT OF NI MACOMPA DRY DTESTIY AS . x HE T TO Of NY A THE 1/8 INCH. MANUAL O TIN IRON TRAFFIC CONTROL DEVICES.ZW9 EDITION WIN MAY MpIF IUD PRWYW COMPACTION EEI1 IASNM 015511. EACH LIFT r0 Of CONACTED 10 U. IXIMIM 1-IXLN[OAACIED XTEND S4 BASE DIDL BE PROVIDED UNFP tN[ PIPE. THE NAM IN TRADEMARK TEXEDE THE AND A WAD L[CHEERY O DEEM 8251 N IWBRIANI IN IxT COI(HALL B O NNESIVE DEI IY DES ORf WAIEP CONTFN TABLE 2. EIAAIKN ION SERVICE PIPE SHELL BE BRASS ACO O MNF COPRfISION . IXLECTFD EPDXCR 0 II III.IWI URN LA-1 OR S OF SHALL BE USED WERE -CITY O ELGIN LIMY CODE O THE EMBANKMENT AS ESTABLISHED FSHI SHALL BE AIIxAH A PCRLONCT! POINTS O OE11COM t5.SIDEWALK SHALL BE TED EEl LEO IN DO CEDEAT WITH THE]EEWALABLE CURB FW TYPO x PIED. DNE TIECE RB ST DE UST[FRON NNE WAD NO NxE E ERS O RERO"'IRS MET W WITHIN 2N-INCHES O kl PAL/DENTS.CURB AND COISIUP[AS ESTABL ISNfD BY THE IABWAADRY COPA[ilON WOVE. PROVISIONS OF SECTION 92N!PORTLAND L[MH1 CONCRETE SIOEWAIKI O THE CAB SIDE MO ONE PIECE UPON TIM WPB STAR t0 ME*TER SPREAD FOR MATINS.ER IVEVdYS DA SIDENLLNS. CITY O EILIH GENERAL HOTE5 AND STANDARD DETAILS A MOT SE. LENGTHS O 1W FEET DR LESS. Op go!,TESTING SHALL MEET IHC REWIRE1.6 OF AHE.ICIPAL IVY AM PANSION JOINTS.5,74-INCH Nxltx.SHALL BE PLACED AT INTERVALS OF X01 E OMEN. CONE THAN 100-TEEN IN THE SIDEWALK. MERE IN SIDEWALK IS A. A MIxICOY OF 5'-6"OF CDVER SHALL BE DAINTAIHW DYER THE VICE WIN ANp IN LASE OT M'SICI BRirtfN M ABPLICABE WOINANL(S NOTE°.TNI SERVICES NI ALL TINS.UMESS W[C TAt PROVISIONS NdVE BE[x WOE. I LANDSCAPING CON[SERI NWNI SNLLL TAKE ERf[tOfxfE AND SMAII CONTROL LLI S. NO EWIPMNTV MATERIAL OA KPK IS f0 8E PRfBRMO OUTSIDE ME I NITS O CONSTRUCTED ADJACENT n noes AO THE SIDEWALK OR CURB L BE P EXPANSION MATS. I A OxS1PUCllON. [ONSTW[tlOx. THE EXPANSION JOINTS IN THE SIOVAIN SHALL BE PLACED IN LINE WITH ME a L AR PIPE BEDDING MATERIAL SHALL BO AW1 CA-6.CA-i ON TA-I AND SHALT ALL DISTURBED AREAS SNALL BF RESTORED WITH 6-INCHES O TOPSOIL AND EXISTING CXPANS ION JOINTS AS NEARLY AS PRACTICAL. XEA 11"`"151CLLE0 PER NS1Y 02)11 A9. LPAERA BEARIN SHALL BE COMNCIEp IO SEEDED. SEEDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION NNE CONIPNCTW IS PEW IPCD 10 MEI ALL SOIL NOTION tONIROL-XD U.EXPANSION JOINTS BETWEEN EXH BE PLACED MERE ICE 51OWLLX ABUTS EYIS11N4 51 MIDOIEp ROCIUR DEHSI IY. 250 ISEED RNLI O THE NWT SS. SEEDING MIXTURE SHALL BE CLASS I LAM B. NOT IF SCAT IONS 6 SEOIIEx1 . REOUI"EINIS AS SEE FARM IN IHE IEHA STANDANDS.CONICIPAL SIPNALAS.ONTS S ALL DRIVEWAY PARE EWES WERE THE RAID ABUTS A CURB, 5. SELECTED GRANULAR B.FNIL.IDOL CAW.CA-A OR EA6 SHALL BE USED WERE DRION TO THE START OF CONSTRUCTION AND PRIOR TO Ee(H PHASE Or WORK. I LLl PAVEMNI SUBWADO SN-LU BE PP l-EDEIED YIIH-FUMY LOADED 1[N G.CENTAACTIOX JOINTS SHALL EXTEND 1/4 HE DEPTH O THE SIDEWALK AND HE TOP O HE TRENCH LIES UNDER OR WITHIN 21-INCHES DE ALL PAVE MATS.CURB 2. EROSION CONTROL AIMEE SHALL BE CONSTRUCTED ACCORDANCE WITH CONTRACT."SHALL DETERMINE IAENS REWIRING INSPECTION PRIOR TO START Cr EEL 'LF. SWi VIEW INC AREAS SNALL BE RECOED AHO NECKED SHALL N1 BE LESS THAN 1/B INCH NOR W"E THAN 1/9 INC"IN INN. THE AND GUTTERS.DRIVEWAYS AND SIDEWALKS. SECSIRI151 WLCE`,",In IWI SS. EROSION CONTPO BLANKET SHALL BE tOxSTRUCTION W EACH YORK PARSE. YITN COPRLIFD"CN-6 LRUSMD SiOE. JOINTS SHALL BE EDGED WITH AN EDGING TOM HAVING A 1/N INCH RADIUS. NO • EXCELS TOR DS-I50 R WPENp INC ONLIT£IM1EXpE0 USE. SLAB SHALL BE LONGER THAN 6 FEET"°P LESS THAN A FEET ON MY ONE SIDE. 6. ALL WATER VAULTS SHALL HAVE THE WOAD'WATER'CAST INTO THE LID. 2. M((CHER*.SHALL NOTIFY ALL UIILIIY(NANNIES PRIOR TO BEGINNING 0. A UNSUITABLE MATERIAL•Al DETERMINED BY THE SOILS ENGINE,SHALL BE UNLESS OTHERWISE ORDERED BY ENGINEER OR ARCHITECT. CONSTRUCT.ABA THE ENACT LOCATIONS O THE UTILITIES MD FOR THEIR REFOVED AND REPLACED WITH CRUSHED STONE.1001 CA-6 GRADATION MD VALVES SNAIL BE RESILIENT RW[GATE VALVES LNEFORMANG 1O THE RESPECTIVE PROTECTION DURING CONSTRUCTION. IF EXISTING°VII IAI(S ARE ENCOUNTERED EpPACi[D AO 951.IC SEX PROC.DENSITY IN PAVEIE"T AREAS AND 16.NOT Mlv ASPHALT BASE COURSE SMALL BE CONSTRUCTED IH A[LOWANf WITx SIANOAWS O HE LATEST ANN C500.A 609 AND AMA 0515 SWARDS. THE EENGINEER 50"tLOCATION E CY N MW MN BE"RESOLVCEI`"EUII JE.HOMEY Al ORATED ED 3.000 ESC BUILDING PALO LIMITS. NE APPLICABLE PROVISIONS Cr SECINN 355 IHOI-♦ENV ASPHALT BASE LWRSEI D [ MATERIALS T TE USED MA'STANDARDS°DESIGNED°FOR EACH MATERIAL LISLED,SNALL 1-800-892-0121. U I '. LIMITS°LIUITS L`SUIPANLE`' 4X°1 SEBLHAEE SPAELBEYI PPH WOSPD BIICLOI'' THE 106 5S. ES SHALL CON6WM TD THE STANDARDS SET FORTH IN THE SSR. WLLIS BEYOND°ACA O PPWOSED CURB.W FWL OA PAVEMNN- I ALL MINN(TOR SIOLAALK AND CURB AND GUTTER 15 10 BE CLASS 51.6.1 BAG B. PATER WINS SHALL BE PRESSOR[TESTED.LEON DOTE AND CHLORINATED IN C. GENERAL NOTES II.II REMOVAL W EXLAVe1 ANN STIR BEING DISPOSED OF AT AN UNCONTAMINATED YIX WITH NO ELY ASH. AC(MDANCF WI I"COAL CONICIPAL R(OOI REMCNIS ADE OR STANDARE COIL FILL OPEPA'N"OR CLC AN LONSTWCTION CR C ACT ANON DEBRIS IC0001 EDITIFI(IlIWS FOP RATED ANp SEER[ONSIPU[1ION IN(IC AD E.lNl[SI WAN COAL INS AND THE OMEN AN OMEN'S THERCSf"1ei EVE SHAT WE THE ILL SITE SNLLL MEI IRE HEOUI PCMENTS OF PUBLIC ACI 96-1116. NLI COINS SPECIFICATIONS ASPHALT SPECIFICATIONS T SHALL CONFORM TO TEl CITY OF ELGIN RIVING EDITION. I. WixONIT1 TO INSPECT.APPROVE.AND REJECT THE LOxSAPULIION INROVEMx15. PRIDE 00OT WITH METING MESS R[W IREMxiS SMALL BE IHCLUOEO THE TAI IB SPEC IF ICAl1 ONS IISI[D ON SHEET 18. 9 PRICE COST FOR MF D0SWIAAEp REMOV4 OR EXCAVATION URN IN THE CMMACA. INTER SERVICE FM THE PRIED O BUILDINCS SHALL BE[OOPOINAAE°WIAH THE 0. ME CONTR-CTWISI SNLLL INEW TAR Mf OMEN•ENC INN.MIMIC IPALI IY.AHp EHESE COSTS IHkL INLLWE BUT WE XDt I IMNEOI TO 4L REW TRW DD OTEI.LAB 19.ALE CURBS CONSTRUCTED ER SID RO OVER A UTILITY TRENCH SHALL BE REINFORCED WITH ARCHITECTURAL PLANS FOR SIZE.CO LOCATION. TAR REVISIONS TO THE META ANENL5.DEC..ERW ALL SIS DORA INVOLVED YITN tNE LONSTPWAION. W S TIP CERTIFICATION BY A LICENSED PROFESSIONAL ENGINEER.AND STATE AN TWO NEELY SPACED M FEBARN CENTERED I"THE RAG FORA LENGTH OF 0 ARCHITECTURAL ZE GS D PLANS MAY EXIST.THEREFORE.CMEDIAlW SHALL VERIFY LIXAfION IHSTALLAI ION.OR TESNIxG O I IS RRB ON TH[PROJECT. LOCAL UPPING FEES. MESA al EITHER THREEEWAO THE SPACE YASNEBANS"CENTEREDBIN'THE SIIDEWALKf SAME WI EE ARCHITEC"II`EEAL SERVICES AS OTIFY"ENGIINEERI OCRCMER IE"DISCREP NCYTEXISTS. I. THE PROPOSED IMPROYEIFNTS WIT BE COMSERUCTEO IN ACCORDANCE WITH THE FOR LENGTH O 10 FEET EM EITHER SIDE O THE TRENCH. 1p.WATER WINS SHALL BE COATED AT LEAST 10iEET HORIZONTALLY PROW ANY ENGINEERING OD BY NNE"MUNICIPAL YXv°ORYAUTHORIECO AGENT.UNLESS ECONSTRUCTICN` E' PAVEMENT CONSTRUCTION EXISTING OR PROPOSED SANITARY SERB.STORM SERB.CD61NEE SEWER OR THE DETAILS.AS PRESENTED ON THE PLANS.WEMSI BE COLLOED. PROPER COXSEPUIIION A H01-101 A x 1 COMPACTED F. SANITARY SEWER SERE SERVICE L°NNECTI DR. WATER WINS MAY BE LOCATED CLOSER THAN IfCHHIW[S NISI BE E0.LULD ON THE EEEKN1S Ix01CAEED ON NE ELMS. PAVEMENT SWIG HAVE A MINIMUM TOTAL 1 t0+EET TO A GERM LINE RCN: HP ICINESS MAD EEA Ox INC PRAY INGS AN SNCIL BE COPACIED`TO 91Y All SANITARY SEWERS.SERVICES AND APSNIENNAC SHALL Bf CONSTRUCTED a.LOCAL CONDITIONS PREVENT R LATERAL SEPARATION O 10-FEET MN 9 WATER-TIGHT PLUG SHALL BE INSTALLED IN THE DOMSTREN1 SERB PIPE AT THE F WXIMN ONII EILNI AS DF I[PYIND By ASHY p-20Nt. IN ACCORDANCE VADD M(LOUT MMICIP IE REQUIREMENTS IDEES I DC SANITARY E CO DISTRICT THE WATER MAIN INVERT IS AT LEAST 16-INCHES ABOVE 11E LOOM O THE POINT CP SCRD CONNECTION PRIOR ID CDWFNCING ANY SEER CONSTRUCTION. 2. AC UvEMNI SUBLPNDC SHAH BE CONSTRUCTED IN LtLWp-xfE WIER NIX SPECIE CE DENS AND THE SEAWARD SPECIFICATIONS FOR WATER AND SFINR WIN ^ SNEER:NV M OR THE PLUG SHALL REMAIN I N PLACE UN11L REMNAI I S AUTHORIZED BY IHE LILABLC PPMISIONI 0U SECTION]OI SUB4PIpE RCPARAIIONI'r L MOT SS. CONSTRUCTION IN ILLINOIS.LATEST E D I T I O N ASSN, c.ON`W"EIRI MAIN AURRS EITHER I N SHELF LIXARAN ENE"S OE I N THE SAN TREPA CONS ACOEPEIY Mp/OR S[RR DISTRICT AFTER ME SEWERS HAVE B[Ix TESTED SUBGAAO[Sxkl B[(OMAL1[D 10-MIx1INAM IBA OF 1.0. Z SANITARY SEWERS SHALL BE: DEH IT IS IPOSSIBLE ID NET THE CCNDITIMS ABOVE.BETH THE INTER WIN AND AC[FPA[0. NC SEWER WIN SNLLL B[CONSTRUCTED OF PIPE EWIVALENA TO PATER MAIN I. THE AGGREGATE BAS[COHSE SNALL BE I I A I E U[A[D IN ACC( S C I NI II AM O POLYVINYL CHLORIDE PIPE INC,I P V I.SDP 26 PEP CS1Y D-1011 WITH STANDARDS Cr CONSTRUCTION WIIN SLIP-0N OR W C H A N I C A L JOINTS. THE EVER 5. ME CRNfAALIE SNNII TONE MASRES IO RCENI ANY NPOLLUNED PATER• AP LI[ANLC PROVISIONS OF SECTION]51 GGRELIEE BASE[OUASEU O HE IDON I. a PRESSURE I[JOINTS IN ATER MAIN WITH CS1Y D-1212 MO ACCORDANCE a BE PRESSURE TESTED TO THE MAXIMN EXPECTED SURCHARGE HMO REP. SUCH AS GPORE AXp SURFACE WA1EA.ERM CNICAI HL THE EY SSI INC SAHIIAAY �NLLRD ARSE COMSE SHALL BE INSTALLED UNTIL THE SWGRCOE HAS BEEN PRESSURE RATED RAPE TWA ER MAIN TS SHALL SNLLL BE IN OEN.NJO BACKE ILL IHG. SEWERS. A. DYED BY ENE OMEN. WITH ASTON 0 2291. PVC PALE JOISTS SHALL BE SS YENS CEMN11 JOINTS 6. DISCHARGING ANY UWOWIED WISER INTO I SANITARY SERB SYSTEM FO PER ASIY p 26A2 W FLEXIBLE fUSiOERIC JOINTS PER ASAM OJ119 ANp 7911. 11.WATER MAIN SHALL BE SEPARATED FROM SIOAM ASO SANITARY SEVERS.AS FOLLOWS: E PURPOSE O SERE FLEVSxRHP N LINES FOR MF DERELNION 1ST 5x4 BE 5. NORNIII SNALI PAVEMNI SNALI BE CONSAPUCAED IN ACCON DO NI TN THE WATER WINS SHALL BE SEPARATED FROM A OPERA SO THAI EIS INVERT IS M-10 AND DRON ICTCD WIINWT RI A OveL ERW ME W ICOeLIAY AHD/ON SEEP COURSE ISLE ROIISIONS Or SfCAION 106 INOT3MIU ASPHALT BICOER ANO WRHACE J. SHALL BE INSTALLED PER ASN102J11-119 BCGIWT AR BE DING SHALL BE COPACTED A INSI CROSS OA STONY"SEINA."SANITARY°SE.CP SEWER SERVICE `"WATER OF THE SEINER DISTRICT. TD 95i CODIFIED PROCTOR DENSITY. GRANULAR 0 CONECTION. THE VERTICAL SCPARATINE SHALL BE MAINTAINS FOR NV T. E LOCATION O VARIOUS EXIST INC UNFRWOMp XI lFITI[S RI[x ARE 6 N I X ASPHALT BANDER SHALL [ NSTALLF°UNTIL THE AGGREGATE BASE A PORTION O TER MAIN LOCATED WITHIN 10-FEET HORN EMIALLY O or PLANS FO INFORMATION MY AND REPRESENT DI COURSE"AS BE SHALL LL BE II E DANA. AGGREGATE B0S5 LOURS[ PION . SELECTED GRANULAR BACKFILL.IDOY CA-6.CA-7 OR FA-6 SHALL R ODD WERE AND SERF CROSSED. A LEHGIH O NAM WIN PIPE SHALL BE CENTERED OVER SNOIN MEW MIT AC-1RT ENILL BE AECIF IE AT ATHE E C 0.25 O p.5 GALLONS PER SWAB YARD. THE SERA 0 BE GROSSED C M JOINTS CDU10IS1MT FR.THE SEWER a BEGINNING OF ME ENGINEER. VERIFY LWANIONS AND ELEVATIONS PRIOR TO HE EXACT N 10 BE SPECIFIED BY ExGIMR. M[TOP RS OF TRENCH TIES SIDED ON WITHIN 24-INCHES O ALL VENN S.CURB U.BOTH THE WATER MAIN AR SERE SHALL BE CONSTRUCTED O SLAP-ON OR BEGINNING [COMSIRUCTIOH W[P111 DNS. UTTERS.DRIVEWAYS AND SIDEWALKS. MLHANICAL JOINTS D PIPE EDUIVALENE IO NAtD MAIN STANDARDS OF Il SHALL BE THE CONTRACTOR'S D.ED KEEP RESPONSIBILITY NO PROVIDE AL SITE TED SEPARATION ME"IT IS IMPOSSIBLE 1D WEAN THE PAINED VERTICAL x1 UISI IHC PAVEMNI.SIEAT EN.WIVEYNI.[NC.V DNALfp DURING I WEN ENt.BARRICADES.FEDERAL ETC. 0 NEEV THE LONSARUC110N SIAF COPT IAxCI 5. SANITARY SE RR TESTING SNAIL SWOE MUNICIPALIDO USE ON INFILTRATION S[GANAAIT'AS DEN IT IS IN al AWE[O AEA INTER MATH PASSES UNDER P. REPLACED AT THE EXPENSE OF°THE MC OR°R TO BE RCOVNI SHALL BC SILNME OR BARRICADES.LOS.THE CONTRACTOR ACOPLY"II IN"ALL°SUCN°HA TESTING IN DISTRICT WIER THE SSR.MUNICIPAL N RS CONSTRUCTED CN/O I S[MC a A MMIL IPAL PEW INMENNS. SANITARY SISEP ACT C BC IRCMx15. All SANS ID D SEVRS C MITE SEC OF A YRAICNF SEEWAIION O 1B-I"C"ES BE IMEx ANE IHVEAE OT THE SMA ANp T. CO FIHSH CONNECTION SNALI BE MADE IO NNE UISIARE We1R WIN SY58FM FLEXIBLE PIR Sxkl BE OWLECTION iE51E0 IX ACCODDCNE Rix ixE SSR. ORD CCS C O ME WIER MAIN SHILL BE WIx1AixPD RON N TLIER MAlx ALT IL M[VATEP WIN NAS Bf EN PRESSURE TESTED AND CHOW INd1E0. B. 4L E1ISI LNG PCVFMEHT.SIOEVLLA.OP CURB NR WAAR 10 BE RECOYfD SHALL MRMICIPAL REWINMNIS ANO/W SANITARY DISTRACT REWIREMNAS. DEFLECTION CROSSES UNDER A SEEP. SUPPONI NNE SERA 10 PNVEHI 5FITL NHL ACO BE SAKUi GONG MF FIMI ISO TIE PPOPESFD RECOVk BfFWE RECOYAI TESTING SHALL NOT OCCUR SWNR THAN THIRTY 1101 DAYS AFTER COIELEI ION O BREWING THE WATER MAIN a ID.ALL NON-POINC CONCRETE USED ON THE PROJECT SHALL BE IWI CLASS 5I. WRNN IONS BfLIN. THE SEER INSTALLATION O THE SECTION BEING TESTED. a CONSTRUCT.Cr WATER WIN WALITY PIPE SHALL EXTEND ON EACH SIDE O NE CROSSING UNTIL THE PERPENDICULAR DISTANCE FROM THE WATER MAIN TEL II.WNERTAL AHp CONNECTION 1(NI INC SHALL BE PEPFOPMO IH D IMENDCE 9. PRION t0 RALEMNI O BASF CWPNF.TAO SUBWABF SHALL BE ERppF-EDITED 6. SANITARY WHARFS WALL BE REINED FUR WANEANICETNSS BY EITHER PSIM THE SERF S At LUST 10iIF1. YIIH NNE REMAKE MNIS O [MMI[IPALIiv AND OMEN. RAH A ONLY LOADED TEN REEL OED.R-C CNr SOi YIELDIXL AREAS SHALL BE 0969-Y MANHOLES PRACTICE FOR TESTED TUITION AND LAFILIAAYION ER N ACCEPTANCE RCCOVED AN REPLACED MAIM LOMA[A(p CAC CWSNEO SIONf. TESTING OF INSTALLED PRECAST CONCRETE PIPE SEWER LINOS OR ASAU C 1299- 12. FIRE NYWCNIS SNAG CONFORM t0 THE AMPIC-N WATER WWKS ASSOCIATION 12.NE UNDERGROUND CONTRACTOR SHALL MAKE ALL NECESSARY ID AM IARAMLEMHMS ID.APPH Alp WISER RCOVLL SHIM BC[ERA SC Ix NCCWDANC WIIN NNE SWARD TEST M1NOD FOR CONCRETE SERB MANHOLES BY NEGATIVE PRESSURE MUNICIPALITY(302 AND SHALL BE O A MAK THAT HAS DESIGNED ADOPTED BY ME W NOTIFY ALL INSPECTION AGENCIES. ICABLE PROISIONS R SEGSION NNO',,vD,L O EYIAINL PAVEMXT CCO 1VKWU1 TEST. AMAIN PRRESSURECCr ST.. ONE HUNDREDEFIFTY 11301 PSI°ANo4X`YEST PRESS OF U. L EXISTING FIELD DRAINAGE TILE ENCONTERm DR DAMAGED DURING ARMi[MANCESI O NNF D TH.x WED 15001 PSI. RANT BODY CASTING SHALL BE WNUFa1LI. ALL Rltx MIN DAISIIO PROPERTY SHALL BE CONNECTED ID THE PAVEIENT MARKINGS SHALL BE PAINT. . SANITARY SREA SERVICE FOR THE PROPOSED W ILDINGS SHALL BE MOIDIHOfO O CAST!RCN OP DUCTILE IRON. NOZZLES DDED BE D D.OALEUPEE O IN $IBRM SEWER SYSTEM. kL EXISTING FIELD DRAINAGE TILE ENCOUNTERED OR 1 ALL TEN NM ARCHITECTURAL PLANS I.SIG IE.LOCATION. LITER REVISIONS TO ETABLE GRADE O BCONZE AND ACCURATELY THREADED IN ACCORDANCE WITH OAMALEO DURING CONSTRUCTION THAT SERVES ON-SIIE PROPERTY CAN BE 12.P.L.L.ROADWAY PAYMENT SHALL RE CONSTRUCTED IN ACCORDANCE WIN SECTION ARCHITECTURAL PLANS MAY EXIST.EMRENONE.CONTRACTOR SHALL VERIFY NATIONAL STANDARD NOSE COUPLING THREAD SPECIFICATIONS. INC HYDRT SHALL CAPPED AND/OR RfCOVED FROM TEl SITE 920!PORTLAND MEAT CONCRETE PAVEMENT]OF HE MOT SS. P.C.C.PAVEMNI LOCATION OF SANITARY SERVICE AS SHOM ON ENGINEERING PLANS IS CONSISTENT OPEN BE TURNING LEFT ACOINAE"{IOCKWISE1 AN MALL BE SO MARKED. HYDRANTS FCI iDUG DOCKS OP OINfl MISCEFLANFOUS ANLAS SNAG BE 0 SWATT I" MIEN A CHITELTURAL PLANS. NOTIFY MINER W OMER IF DISCREPANCY EXISTS. L BE O E'RLAN-AWAY"W"TR-FETE'BASE DESIGN. MY NXD EXAC DEN OIOCS II STRUCAUAES ON SIIE ANO IN HI SII TO BE CLWOANCE YITN IF[I ION 911 IPOAIA B CEMENT PT.CR1E WIVEVNY PALE TEN 1]. SMALL SERVICE LINE APPURTENANCES SNALL BE IN DCCORDAEE WITH MUNICIPAL 19.SISTDRfO OWING CONSIPUCIION SNALI N KJUSIED ip IIXISH WADE PRIMA NO O E IDOT S5. PLC PAVEMNI OM B[CLASS PVV LMESS OIHEPVI Sf CO1ED. 8. SANITARY NDS SEEP SERVICE 10 BUILDINGS SHALL BE 6'PVC SW!IYPC INDICATED EW IREMEIS AND AS FOLLOWS: f IHAL INSPECT LOX. CONCPf IE SNALL BE FINISHED AS DINCIED BY NNE ORE(W KCHITf[i. OINIS ON PLANS]ICSIY DSDBAT AN SHALL BE INSTALLED AT DENT.M YIN.SLOPE. A I.CURB STOP: CURB STOPS SHALL BE FABRICATED O BRASS AN SHALL BE Ix CONANAE HAVEMNT SHALL BE E PAVEMENT-S FOLDOK: FITTINGS O ME SERVICES TO BE O THE SALE MATERIAL O IHE MAIN AT THE PROVIDED WITH OUTLETS SUITABLE FOR COPPER CONNECTIONS. CURB STOPS 15.RECORD DAASI EEC SAALF BE KEPI BY BC ICE ALE M ACT COMPLETED. IN THE O. BEp1LONSTAULIEDI IN°ACCOR"DADANCE"WIITHASEIAION*O. 112�Efi WIDEN SMALL CONNECTION. RISERS SHALL BE REWIRED WERE SERFS ARE OVER 12+CET.D- SNALL BEN HE COMPRESSION C1 TYPE. CURB STOPS SHALL BE[NAPPED N. XKENTS R SWAN AS CONTRACTOR UNDERGROUND BE HELD UNTIL LAB(01110 EC FINAL S. CONTRACTION JOINTS IN TRUCK DOCK PSVEMHT ON SIMILAR CONSTRUCTION INCHES DEEP W CORE DEC SHALL EXTEND TO WITHIN 8-FEET OF LPADE. THE PROJECT CONDUCTIVE ENCE. SION CONNECTIONS.FLARED OR SWAN CONNECTIONS AYMNS$NO NE .LOCATION SHAH BE NEED WAIL THEY ARE IN RED. A 6 SHALL BE DIVIDED BY GROOVES CONSTRUCTED Ai 10 FOOT MAXIMA INTERVALS SHALL HAVE A TOTAL O 15 SERVICES!RAPE PIPE SDP 11 OR 261 NIIH A TOTAL ARE NOT AND.. [ANES IN L[NLIN.LIXAI ION OP ALILNVENA SHALL BE SHOWN IN P[A` ALL BOTH TCANSVRSELY AND LON1INDINALLY•UNLESS OANERWISC DIRECTED BY LEHLIN O 956 LF AND d MINIMUM SOW[O .01. AYES OP BENDS SHALE BEELWOW ERN THE IWNSiREAN MAWRC. I C CHIMER. ARSE LPWVES SNNII EXTECO NO I/N INC WPAx pA ME 0.CORPORATION STEP: CORPORATION STOPS SHALL BE FABRICATED O BRASS VA B-0OXES. F BENDS SHAL!B 0 A FIRE HYDRANT. PAVCMHi.SMALL x08 0[LE55 1NNN 1/e x xW COPE IHM I/N NCx x AND SHALL BE PROVIDED WITH OUTLETS SUITABLE FW COPPER CONVECTIONS. I N AMC SHALL BE EDGfO RTx AN EDGING TOOL NAVIN A 1/N INCH RADIUS. CURB STOPS MD BE fWINE WITH CONDUCTIVE[OPNSSIIX[OWEECIIONS. 16.TRAFFIC CONTROL SIGNS SHALL BE INSTALLED DURING CONSTRUCTION IN NE E0CE5 O NNE SU05 RALL BE[DGCD AS OXSCHIBEp AWV[. FO OR SWEAT CONNCCIIMS AN NOT ALLOWED. ACCORDANCE WITH INC M1 55 AN IN ACCORDANCE IEH E[MANUAL OF c. L 5ANNION JOIH15 Su4ll BE ROVIWD RARE A f RWOSED PNVEMHN c.CURB BOX: CURB BOX SHALL BE SCREW 816E WITH THE.BASE THRFAIL TO ATTACH RENFORM TRAFFIC WHILES S. THE SAFE ANN SID PASSAGE OF ES THE ENTIRE SPACE BENEEN NE ISp..F OMB OR COBINAIION AD THE CURB SSLP.W SHALL BE SCREW OR WITH TYPE AND O SUCH O 1 CONSTRUCT.NV IT SHALL BE CAPABLE OF EXTENSION TO FINISH GRADE-THE REFWMO E GUTTER-ND AN NW ACED BDILDIK.PECWXENT STRUCTURE. AO O THE CURB BOON SHALL 0(FURNISHED WITH THE WORD 1[R•IN AxI 110. N PEDESTRIANS SNAIL BE WINEd INED AT EMS. CUPS AND AIDE PREFONG DRIVE NAY W DA"EP FILLER OBSTRUCTION.PAW.A ONE 111["W ALL CITY OF ELGIN SION JOINT FALLER SNLLL R LACED T F ILLS THE DRIVEWAY END T A"°'"`OBSTRUCTION.OF TH THE EXPANSION J°'"'F"LOP SHLLI ENGINEERING STANDARDS O. EXCAVATION AND SITE CAKING EXiENp THE ENTIRE OPix O ME PNEMEx1. vo AND EWANBMEHA H TI ED FOR ACNE GPKANG SHALL BR 13.RDA ACCESSIBLE CAB RAPS SHALL BE PROVIDED AT ALL LOCATIONS WERE THE AS FILED IN THE 1 CUESTW[TEO Ix ACCWDAN[E MIAx IWI SIARARD WECIL I[AiIONS. SIDEWALK ADJOINS NE CURB AND GUTTER. ALL MDR RAMPS SHALL PROVIDE DECAABLE PER THE DETAIL NIBED WITHIN THIS PLAN SET. RIALLAT ION OF BUILD PAD.BUILDING ELW IN.AR PAVEMNI S.M.SHALL BE "HESS PETfCARBLE WIRNIN45 INLLl ONES 10 SELIINN M2N M THE IWI 52 NR 2. CONSTRUCTED R OF T*.L1 L MLS 'ERMINED BY THE SOILS IN THE AMEILON WlTx pISANILIIIES ALI ICCE55A"NIAY WIDELAMI. ENGINEERING DIVISION SHALL BUILDING PAD AREAS p 951MMINIMA/BEARING DIEP PRWW DENSITY Ix PAV[MXI AREAS. TAKE PRECENDENCE p8 CLIENT DESIGNED MTL PROJECT SPECIFICATIONS SHEET S[ 95"I> I 0 RYLAND HOMES APPROVE AMA EAST REDEVELOPMENT 22 °F 22 yPg 9916 Rosemont.47109 IL 60016 APPROVED -6 1 i �'1mAH9� 7:5'1 RO Ba71W DATE N.T.S.' CEDAR GROVE PROJECT AMR k�nYaN a az1DaMeeIL60„B ELGIN,ILLINOIS�. '�'^^ Phone:224-]933100 Mz'2242913101 DATE DESORPTION OF REVISION DO SCALE ILLINOIS ECO SULTAN MLLE 2015 • Ordinance No. Gxx-15 AN ORDINANCE AMENDING PMFR PLANNED MULTIPLE FAMILY RESIDENCE DISTRICT ORDINANCE G47-06 (Stonebrook Development—Cedar Grove Subdivision) (Tract 15) WHEREAS, the territory herein described has been annexed to the City of Elgin and originally classified in the PMFR Planned Multiple Family Residence District under ordinance No. G47-06; and WHEREAS, written application has been made to amend PMFR Planned Multiple Family Residence District Ordinance No. G47-06 by deleting from the territory described in such ordinance certain property and amending the zoning thereof to the PSFR2 Planned Single Family Residence District to convert 46 townhome units located on 8 lots into 25 single-family residential lots, within the Cedar Grove Subdivision; and WHEREAS, the Planning & Zoning Commission conducted a public hearing concerning said application on March 2, 2015 following due notice by publication; and WHEREAS, the Community Development Department and the Planning & Zoning Commission have Submitted their Findings of Fact concerning said application; and WHEREAS, the Community Development and the Planning & Zoning Commission recommend approval of said application, subject to the conditions articulated below; and WHEREAS, the City Council of the City of Elgin, Illinois, has reviewed the findings and recommendations of the Community Development Department and the Planning & Zoning Commission; and WHEREAS, the City of Elgin is a home rule unit and as a home rule unit may exercise any power and perform any function pertaining to its government affairs; and NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS: Section 1. That the City Council of the City of Elgin hereby adopts the Findings of Fact, dated March 2, 2015, and the recommendations made by the Community Development Department and the Planning and Zoning Commission, a copy of which is attached hereto and made a part hereof by reference as Exhibit A. Section 2. That Ordinance G47-06 entitled "An Ordinance Classifying Newly Annexed Territory in the PMFR Planned Multiple Family Residence District (Stonebrook Subdivision — 901 and 1000 Corron Road) (Tract 15) passed June 14, 2006 as amended, be and is hereby further amended only as set forth in this ordinance by deleting from the territory described in Section 1 of such ordinance the property legally described as follows: EXHIBIT F PARCEL 1: THAT PART OF LOTS 58, 67, 68, 69, 70, 71, 72, 73, AND 74 IN CEDAR GROVE SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTIONS 25 AND 26,TOWNSHIP 41 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED ON FEBRUARY 29, 2008 AS DOCUMENT NUMBER 2008K017136, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERLY MOST CORNER OF LOT 58; THENCE SOUTH 70 DEGREES 54 MINUTES 38 SECONDS EAST, A DISTANCE OF 595.00 FEET, ALONG THE NORTHERLY LINE OF SAID LOT 58 AND ALSO BEING THE SOUTH LINE OF POMPTON AVENUE; THENCE SOUTH 19 DEGREES 05 MINUTES 22 SECONDS WEST, A DISTANCE OF 145.50 FEET; THENCE ALONG A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 60.00 FEET, AN ARC DISTANCE 60.04 FEET, AND A CHORD BEARING SOUTH 47 DEGREES 45 MINUTES 17 SECONDS WEST; THENCE SOUTH 76 DEGREES 25 MINUTES 12 SECONDS WEST, A DISTANCE OF 17.25 FEET; THENCE SOUTH 01 DEGREE 26 MINUTES 37 SECONDS EAST, A DISTANCE OF 112.25 FEET; THENCE SOUTH 88 DEGREES 33 MINUTES 23 SECONDS WEST, A DISTANCE OF 573.07 FEET, TO A WESTERLY LINE OF SAID LOT 58, AND ALSO BEING AN EASTERLY LINE OF LOT 38 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 01 DEGREE 26 MINUTES 37 SECONDS WEST, A DISTANCE OF 98.02 FEET, ALONG SAID WESTERLY LINE OF LOT 58; THENCE NORTH 04 DEGREES 52 MINUTES 22 SECONDS EAST, A DISTANCE OF 86.30 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF LOT 37 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 70 DEGREES 54 MINUTES 38 SECONDS WEST, A DISTANCE OF 135.00 FEET, ALONG A BOUNDARY LINE OF SAID LOT 58 AND ALSO BEING A NORTHERLY LINE OF LOT 37 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 19 DEGREES 05 MINUTES 22 SECONDS EAST, A DISTANCE OF 66.00 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF ALBERTA ROAD; THENCE SOUTH 70 DEGREES 54 MINUTES 38 SECONDS EAST, A DISTANCE OF 135.00 FEET, ALONG A BOUNDARY LINE OF SAID LOT 58 AND ALSO BEING A SOUTHERLY LINE OF LOT 36 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 19 DEGREES 05 MINUTES 22 SECONDS EAST, A DISTANCE OF 270.00 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF LOTS 36, 35 AND 34 IN SAID CEDAR GROVE SUBDIVISION, TO THE POINT OF BEGINNING, ALL IN KANE COUNTY, ILLINOIS. PARCEL 2: LOT 57 IN CEDAR GROVE SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTIONS 25 AND 26, TOWNSHIP 41 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 29, 2008 AS DOCUMENT NUMBER 2008K017136, IN KANE COUNTY, ILLINOIS. - 2 - Section 3. That this ordinance shall be full force and effect immediately after its passage in the manner provided by law. David J. Kaptain, Mayor Presented: Passed: Vote: Yeas Nays: Recorded: Published: Attest: • Kimberly A. Dewis, City Clerk F:\Legal Dept\Ordinances\Zoning Ordinances\PMFR Ordinance amendment-Cedar Grove-Pet 57-I4-WAC.docx - 3 - Ordinance No. Gxx-15 AN ORDINANCE AMENDING PSFR2 PLANNED SINGLE FAMILY RESIDENCE DISTRICT ORDINANCE NO. G48-06 (Stonebrook Development—Cedar Grove Subdivision) (Tract 14) WHEREAS, the territory herein described has been annexed to the City of Elgin and originally classified in the PSFR2 Planned Single Family Residence District under ordinance No. G48-06; and WHEREAS, written application has been made to amend PSFR Planned Single Family Residence District Ordinance No. G48-06 by adding to the territory described in such ordinance additional property previously zoned in the PMFR Planned Multiple Family Residence District to convert 46 townhome units located on 8 lots into 25 single-family residential lots, within the Cedar Grove Subdivision; and WHEREAS, the Planning and Zoning Commission conducted a public hearing concerning said application on March 2, 2015 following due notice by publication; and WHEREAS, the Community Development Department and the Planning and Zoning Commission have Submitted their Findings of Fact concerning said application; and WHEREAS, the Community Development and the Planning and Zoning Commission recommend approval of said application, subject to the conditions articulated below; and WHEREAS, the City Council of the City of Elgin, Illinois, has reviewed the findings and recommendations of the Community Development Department and the Planning and Zoning Commission; and WHEREAS, the City of Elgin is a home rule unit and as a home rule unit may exercise any power and perform any function pertaining to its government affairs; and NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS: Section 1. That the City Council of the City of Elgin hereby adopts the Findings of Fact, dated March 2, 2015, and the recommendations made by the Community Development Department and the Planning and Zoning Commission, a copy of which is attached hereto and made a part hereof by reference as Exhibit A. Section 2. That Ordinance G48-06 entitled "An Ordinance Classifying Newly Annexed Territory in the PSFR Planned Single Family Residence District (Stonebrook Subdivision — 901 and 1000 Corron Road) (Tract 14) passed June 14, 2006 as amended, be and is hereby further amended only as set forth in this ordinance. EXHIBIT G Section 3. That Ordinance G48-06 be and is hereby amended by amending Section 1 of such ordinance by adding to the territory described therein the additional property ("Additional Subject Property") legally described as follows: PARCEL 1: THAT PART OF LOTS 58, 67, 68, 69, 70, 71, 72, 73, AND 74 IN CEDAR GROVE SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTIONS 25 AND 26, TOWNSHIP 41 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED ON FEBRUARY 29, 2008 AS DOCUMENT NUMBER 2008K017136, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERLY MOST CORNER OF LOT 58; THENCE SOUTH 70 DEGREES 54 MINUTES 38 SECONDS EAST, A DISTANCE OF 595.00 FEET, ALONG THE NORTHERLY LINE OF SAID LOT 58 AND ALSO BEING THE SOUTH LINE OF POMPTON AVENUE; THENCE SOUTH 19 DEGREES 05 MINUTES 22 SECONDS WEST, A DISTANCE OF 145.50 FEET; THENCE ALONG A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 60.00 FEET, AN ARC DISTANCE 60.04 FEET, AND A CHORD BEARING SOUTH 47 DEGREES 45 MINUTES 17 SECONDS WEST; THENCE SOUTH 76 DEGREES 25 MINUTES 12 SECONDS WEST, A DISTANCE OF 17.25 FEET; THENCE SOUTH 01 DEGREE 26 MINUTES 37 SECONDS EAST, A DISTANCE OF 112.25 FEET; THENCE SOUTH 88 DEGREES 33 MINUTES 23 SECONDS WEST, A DISTANCE OF 573.07 FEET, TO A WESTERLY LINE OF SAID LOT 58, AND ALSO BEING AN EASTERLY LINE OF LOT 38 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 01 DEGREE 26 MINUTES 37 SECONDS WEST, A DISTANCE OF 98.02 FEET, ALONG SAID WESTERLY LINE OF LOT 58; THENCE NORTH 04 DEGREES 52 MINUTES 22 SECONDS EAST, A DISTANCE OF 86.30 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF LOT 37 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 70 DEGREES 54 MINUTES 38 SECONDS WEST, A DISTANCE OF 135.00 FEET, ALONG A BOUNDARY LINE OF SAID LOT 58 AND ALSO BEING A NORTHERLY LINE OF LOT 37 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 19 DEGREES 05 MINUTES 22 SECONDS EAST, A DISTANCE OF 66.00 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF ALBERTA ROAD; THENCE SOUTH 70 DEGREES 54 MINUTES 38 SECONDS EAST, A DISTANCE OF 135.00 FEET, ALONG A BOUNDARY LINE OF SAID LOT 58 AND ALSO BEING A SOUTHERLY LINE OF LOT 36 IN SAID CEDAR GROVE SUBDIVISION; THENCE NORTH 19 DEGREES 05 MINUTES 22 SECONDS EAST, A DISTANCE OF 270.00 FEET, ALONG A WESTERLY LINE OF SAID LOT 58 AND ALSO BEING AN EASTERLY LINE OF LOTS 36, 35 AND 34 IN SAID CEDAR GROVE SUBDIVISION, TO THE POINT OF BEGINNING, ALL IN KANE COUNTY, ILLINOIS. - 2 - PARCEL 2: LOT 57 IN CEDAR GROVE SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTIONS 25 AND 26, TOWNSHIP 41 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 29, 2008 AS DOCUMENT NUMBER 2008K017136, IN KANE COUNTY, ILLINOIS. Section 4. That only with respect to the Additional Subject Property Ordinance G48- 06 be and is hereby further amended by amending Section 2G "Site Design" subsections G2 through G4 entitled "Lot Area, Lot Width, Setbacks-Generally, Setbacks by Lot Line" in their entirety to read as follows: "2. Lot Area. The minimum required lot area shall be 8,400 square feet for 16 of the 25 proposed single family lots. 3. Lot Width. The minimum required lot width for a zoning lot shall be 70 feet for 7 of the 25 proposed single family lots. 4. Street Setback. The minimum required building setback shall be 23.5 feet from the local street right of way for 8 of the 25 proposed single family lots. Interior Setback. The minimum required interior building setback shall be 5 feet for 19 of the 25 proposed single family lots. Rear Setback. The minimum required setback from a rear lot line shall be 15 feet for the all of 25 proposed single family lots. Transition Setback. The minimum transition setback shall match the proposed interior (5 feet) or rear (15 feet) setbacks whichever is applicable for all of the 25 proposed single family lots." Section 5. That in addition to the other applicable requirements of Ordinance G48- 06, the Additional Subject Property shall be developed subject to the following conditions: 1. Substantial conformance with the Petitioner's Application, Statement of Purpose, Consent and Disclosure, and attachments dated November 20, 2014. In the event of any conflict between said original Statement of Purpose and Conformance and said new Statement of Purpose and Conformance, the new Statement of Purpose and Conformance shall supersede and control. 2. Substantial conformance to the Consent and Disclosure, dated received November 20, 2014. 3. Substantial conformance to the "Zoning Exhibit", Sheet 1 of 1, prepared by Mackie Consultants, LLC, dated November 14, 2014, last revised April 28, 2015. - 3 - 4. Substantial conformance to the "Concept Site Plan-East Development for Cedar Grove", Sheet 1 of 1, prepared by Mackie Consultants, LLC, dated revised November 12, 2014 and dated received November 20, 2014. 5. Substantial conformance to the "Landscape Plan", Sheet 1 of 1, prepared by Gary R. Weber Associates, Inc., dated November 17, 2014 and dated received November 20, 2014. 6. Substantial conformance to the following building elevations and floor plan project sheets, "The Auburn, The Huntington, The Windsor, The Manchester, The Normandy, The Oxford, and The Newcastle. 7. Substantial conformance to the Final Plat of Resubdivision of Cedar Grove entitled "Resubdivision of Cedar Grove", prepared by Mackie Consultants, LLC, dated March 6, 2015, with a last revision date of April 15, 2015, subject to further revisions required by the Community Development, Engineering, Water, Fire and Legal Departments. 8. Substantial conformance to the final engineering plans for Cedar Grove East redevelopment entitled "Cedar Grove East Redevelopment", prepared by Mackie Consultants, LLC, dated March 6, 2015, with a last revision date of April 14, 2015, subject to further revisions required by the Community Development, Engineering, Water, Fire and Legal Departments. 9. Conformance with applicable codes and ordinances. Section 6. That except as amended herein; the use and development of the Subject Property shall be controlled pursuant to the provisions of Ordinance No. G48-06. In the event of any conflict between this ordinance, which expressly includes those documents detailed within Section 2 and the allowances and departures described and provided thereon, and Ordinance No G48-06, this ordinance and associated documents shall control and prevail. Section 7. That this ordinance shall be full force and effect immediately after its passage in the manner provided by law. David J. Kaptain, Mayor Presented: Passed: Vote: Yeas Nays: Recorded: Published: Attest: Kimberly A. Dewis, City Clerk F:\Legal Dept\Ordinances\Zoning Ordinances\PSFR2 Ordinance amendment-Cedar Grove-Pet 57-14-WAC-5-21-15.docx - 4 -