Loading...
2003-07611/11/2003 0 ORDINANCE NO. 2003 - 7 6 It AN ORDINANCE APPROVING AN AMENDMENT TO A SPECIAL USE IN THE R -1 DWELLING DISTRICT VILLAGE OF BUFFALO GROVE, . COOK AND LAKE COUNTIES, ILLINOIS TWIN CREEKS PARK 401 Aptakisic Road WHEREAS, the Village of Buffalo Grove is a Home Rule Unit by virtue of the Illinois Constitution of 1970; and, WHEREAS, the real property legally described in EXHIBIT A ( "Property") attached hereto is zoned in the R -1 Dwelling District with a Special Use for a public park; and, WHEREAS, the Buffalo Grove Park District is the Owner of the Property (Twin Creeks Park); and, WHEREAS, the Owner proposes to develop active recreation uses on the Property including a playground, the Safety Town facility, a game area, disc golf and a building of 10,275 square feet for classrooms and storage pursuant to the following exhibits: EXHIBIT A Legal Description EXHIBIT B Site Zoning Information sheet dated August 13, 2003 EXHIBIT C Preliminary Plan (11x17 -inch color and 24x36 -inch blackline) dated August 13, 2003 by Groundwork, Ltd. EXHIBIT D Preliminary Engineering Plan dated September 23, 2003 by Groundwork, Ltd. EXHIBIT E Topographic Survey dated April 23, 2003 by James R. Dietz 2 EXHIBIT F Tree Location Plan dated August 13, 2003 by Groundwork, Ltd. EXHIBIT G Preliminary Floor Plan and Preliminary Elevations of proposed building dated September 22, 2003 EXHIBIT H Perspective sketch of Safety Town; color photo simulations of playground, game area, frisbee golf and climbing area (4 sheets, 8 %2 x 11 -inch) EXHIBIT I Outside Lighting Cut Sheets (12 sheets, 81/2 x 11 -inch) WHEREAS, notice of the public hearing concerning the petition for amendment to the Special Use was given and the public hearing was held by the Buffalo Grove Plan Commission on October 15, 2003; and, WHEREAS, the Plan Commission determined, pursuant to findings based on the testimony presented at the public hearing, that the criteria for a Special Use as set forth in Section 17.28.040 of the Village's Zoning Ordinance have been met, and development and use of the park as proposed is an appropriate use of the Property and will be compatible with adjacent properties; and, WHEREAS, the President and Board of Trustees do hereby find that the criteria for a Special Use set forth in Section 17.28.040 of the Village's Zoning Ordinance have been met regarding the proposed development and use of the Property, and that the use of the Property on the terms and conditions herein set forth would serve the best interests of the Village. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS: Section 1. This ordinance is made pursuant to and in accordance with the Village's Zoning Ordinance and the Village's Home Rule powers. The preceding whereas clauses are hereby made a part of this Ordinance. Section 2. The Corporate Authorities hereby approve an amendment to the Special Use for the Property legally described in EXHIBIT A attached hereto. Section 3. The Special Use is subject to the following conditions: A. A variation of the Village Floodplain Ordinance, Chapter 18.20.010.E. to allow development within 100 feet of the centerline of Aptakisic Creek is hereby granted with the stipulation that the Owner shall comply with all applicable regulations concerning floodplain management. Owner shall make application to the Federal Emergency Management Agency (FEMA) for a 6 V . t f K Letter of Map Revision (LOMR) concerning the floodplain map pertaining to the Property. Said map amendment shall be completed prior to any development on the Property as contemplated by the EXHIBITS attached hereto. B. The Preliminary Plan (EXHIBIT C attached hereto) proposes a shared driveway on Aptakisic Road to serve the Property and the adjoining property to the west owned by the Village. Owner shall grant an easement to the Village providing public access on the Property and setting forth the responsibilities of the Owner concerning the use and maintenance of said shared driveway. The Village shall direct the preparation of said easement documents, and Owner shall execute said easement prior to application for any building or site development permits from the Village. C. Prior to application for a Village building permit, Owner shall submit documents as required by the Village for review of the appearance of the proposed building and other site elements including the Safety Town facility, fences and signs. Building appearance and materials are not approved by this Ordinance. D. Fences and signs are subject to the Village Sign Code and Fence Code. No signs or fences are approved by this Ordinance. E. Outside lighting shall be turned off by 10:30 P.M. except for lighting necessary for site security. Final lighting plans shall be submitted for Village approval as part of the appearance review for the building. The Owner shall comply with the recommendations of the Village concerning the location and specifications of lights required for overnight security. F. A final landscaping plan shall be submitted to the Village Forester for review and approval prior to any removal of trees, site preparation work or grading on the Property. Section 4. This Ordinance shall be in full force and effect on and after its passage and approval. This Ordinance shall not be codified. AYES: 6 - Braiman, Glover, Berman, Johnson, Kahn, Trilling NAYES: 0 - None ABSENT: 0 - None PASSED: November 17, 2003 0 � t 0 APPROVED: November 17, 2003 ATTEST: APPROVED: y illage Clerk ELLIOTT HARTSTEIN, Village President 0 - P 0 EXHIBIT A Legal Description Twin Creeks Park, 401 Aptakisic Road That part of the East 589.29 feet of the North half of the Northeast quarter of Section 29, Township 43 North, Range 11, East of the Third Principal Meridian, in Lake County, Illinois, (except that part of the East 589.29 feet of the North half of the Northeast quarter of Section 29, aforesaid, described as follows: Beginning at the Southeast corner of said East 589.29 feet; thence North 90 degrees 00 minutes 00 seconds West along the South line of said North half of the Northeast quarter, a distance of 589.30 feet to the intersection of said South line with the West line of the East 589.29 feet of the North half of said Northeast quarter; thence North 00 degrees 20 minutes 49 seconds East along said West line of the East 589.29 feet of the North half of the Northeast quarter a distance of 709.63 feet; thence South 60 degrees 57 minutes 05 seconds East a distance of 671.83 feet to a point on the East line of the said Northeast quarter; thence South 00 degrees 29 minutes 49 seconds West along said East line of the Northeast quarter a distance of 383.42 feet to the point of beginning) lying westerly and southerly of a tributary to Aptakisic Creek running in a southerly direction described as follows: Beginning at a point on the West line of the East 589.29 feet of the North half of the Northeast quarter of said Section 29 at a distance of 54.00 feet south of the Northwest corner of the East 589.29 feet of the North half of the Northeast quarter of said Section 29, said point being on the existing Southerly right -of- way line of Aptakisic Road (County Highway 33) and shown on the Plat of Dedication thereof recorded as Document 2560831; thence North 89 degrees 40 minutes 34 seconds East along said Southerly right -of -way line 323.37 feet to the centerline of said waterway; thence South 26 degrees 58 minutes 10 seconds East along the centerline of said waterway, contained within a culvert pipe at this point, 22.12 feet and ending containment at this point; thence South 30 degrees 05 minutes 20 seconds East along the centerline of said waterway 42.27 feet; thence South 24 degrees 56 minutes 22 seconds East along the centerline of said waterway 47.01 feet; thence South 17 degrees 29 minutes 40 seconds East along the centerline of said waterway 61.54 feet; thence South 11 degrees 07 minutes 30 seconds East along the centerline of said waterway 331.36 feet; thence South 16 degrees 10 minute 28 seconds East along the centerline of said waterway 49.53 feet; thence South 05 degrees 18 minutes 58 seconds East along the centerline of said waterway 110.17 feet; thence South 53 degrees 54 minutes 56 seconds East along the centerline of said waterway 30.90 feet to the existing westerly right -of -way line of Buffalo Grove Road shown on said Plat of Dedication; thence southerly along said westerly right -of -way line being a curved line, concave easterly having a radius of 11,551.00 feet a distance of 80.35 feet, the chord of said course bearing South 03 degrees 41 minutes 20 seconds East 80.35 feet; thence South 03 degrees 53 minutes 17 seconds East continuing along said westerly right -of -way line 110.63 feet; thence North 60 degrees 57 minutes 05 seconds West 589.86 feet to the point on the West line of the East 589.29 feet of the North half of the Northeast quarter of said Section 29 at a distance of 709.63 feet north of the Southwest comer of the East 589.29 feet of the North half of the Northeast quarter of said Section 29; thence North 00 degrees 20 minutes 49 seconds East along the West line of the East 589.29 feet of the North half of the Northeast quarter of said Section 29 a distance of 564.35 feet to the Point of Beginning, in Lake County, Illinois. Site Zoning Information Twin Creeks Park Date: August 13, 2003 Buffalo Grove Park District Groundwork, Ltd. Buffalo Grove, Illinois Job #J119 Zoning /Uses: Existing: R1 - Special Use Passive Recreation Proposed: R1 - Special Use Active Recreation Allowable Provided Lot r • 20,000 SF Gross: 302,000 SF Minimum (6.9 AC) Net: 147,200 SF (3.4 AC) Lot Width. 100' Min. 400' Avg. Building Height: 35' 35' Max. S. backs, Front 40' 170' Min. (to structure) Side 10% (40' + / -) 110' Min. Rear 40' 250' Min. Parking_ 1 space /5,000 SF Land Area (Net) 30 spaces 39 spaces Loading: 0 0 Uses shown include: Safety Town, Bicycle Learning "Rural" Area, Playground, Classrooms, Public Washrooms, Shelter Area, Performing Arts /Park District Storage, Frisbee Golf, Bike Path Extensions, Bocce GROUNDWORK, LTD. ARCHITECT5 /PLAN NE R5 /ENGINEERS 1051 PERIMETER DRIVE, SUITE 1110 5CHAUMBURG, ILLIN015 60173 847.413.0300 • FAx 847.413.0314 gworkltdOwl.com wlw g�� - - ♦♦ ` �� CT Park ROAD i IPI ►��� i Prairie School & Park 'R6A THOMP50N 'L--- CT. w CIMUCER R 5A WAY � ° 0 R3 DN HIE D O LL LL A R9A* R5A 'k �� R5 D m DT. �• o �F CT Green Loke Park N � R5* W y 50 E Busch Grove ro EOVININV110117, R1* R3* R3 SUBJECT SITE R4 Old F m Park o 31( R4* H 23 30 25 �o 24 �° 2s r R 6A* L Community Pork p HIDDEN R9 * 55 ct z C S I rr 51 LOCATION MAP RE* � TWIN CREEKS PARK = WDDDHO DW aW# 1119 BUFFALO GROVE PARK DISTRICT PRELIMINARY FLOOR PLAN TWIN CREEK PARK BUFFALO GROVE, IL SEPTEMBER 22, 2003 PRELIMINARY FLOOR PLAN N + s • i rf + s • A &- III I GAME AREA PLAYGROUND AREA FRISBEE GOLF CLIMBING AREA - ���NN Ca.�j'',Q.ulrrt. t�'" iii` 1N5tt�� �i EYE O� �EML�1�ABii✓ .�,1_i,AS ...ALL t �youNU LIGHTING CUT SHEETS �¢ 1°Ui2-o t:��2.ifj t tl 51 LI4r;,W q l'-4K 6-r �_ DEGfLONNEG'� FA Li AtT tN51DIS \A 6vv Or- F-EMoVROL6 r4-LA co s- i�32.. - - cvPF 5 . L--- -•-- 4—, — — — a y i � I) i q Far- C-41, I a28 -T if r 7 T — Fk'Mi✓ 14OU544--, DIGrtO N NEB"'(' rdVAIW- IN5112� Vi Ew Gr-- ��MQ�lA•3L del, -! �5'�' AI -L- V,15[-Pap �•D�N �'i'`pt���MZ✓>� ,c L U A, 2srf= LeCT,qW— ' t pjlm i I P�OTD 4PW T i20t— -T if �`+ •. `I -rte ' ., f i I K •i,• 7 1 1 1• 'C I! N' I I .r r T II I I: '•I •.f •f . t 'f I `.; _ ,• ';� ,. , • i�.1 ... {'^i' .. .. _ , ,i s 1. �,- ;' r•'� . '+� �A.:•. . ' .. ' • ' I' . , ' .,,; :.i. i, ]7A• •SIVI rI• .VT..' • I ® , , :� J�.,i:r!'i. .i •fi AI .. t 11,M Vt,.. 'ail • I.,, t . �'�.i. '^ ..1 'L• '� �. :"t . ^�. is .r .. il. ''.. ti. (, i,'T:' % � .. •- _ - 'iii i;� -`d' .:J.• k' . •� ice•:" jl, ' I � - � ; `, I /'•...: 10 -01 -03 09:24am From - QUALITY LIGHTING 847 451 6768 T -267 P.002/008 F -450 CFRT IPIED TBST REPORT A4. Ls13316 ' - + QL LUNINAIRE CAT. KO: 120140 ' 'ONE CLB 00 WATT NH HT PRESS MS SODIUM ZP. LIIM�N RA �G flRS 50000 LMS... CUTOFF CLASSIFICATION: OtTTOPF " REPORT PRBPARBD FORS CIS tTIFIED �Y;. NORTHBRQ®r, ILL.- = �- DATE: JTJ 9' 24 , 1983 THE ATTACHED REPORt IS BASED tiPc3af- 58 PLANE PR®TONNTRY 'VERTICAL TEST IRMNOTS An 2.5 DEGREES, TBOT DISTIiNCR = 8 METBRS (26 FT.) TESTED IN ACCORDANCE WITH IPB RECO;MMEzN'DED PROCEDURES Pagel of 7 aT9V 1VAV UV SKOI1VUna 'j - SaajS *ISHAjga 5 • Z KI (r9aaMN SVA '99A0,I9ZQI VO 9KV''i'd xflTi :Exyx d0 MORT T'mSy7 0610M * -**.* au00 XMIXVN Iff0 KZOKV TVOISHEA S3SQnza 0 95. L 0 K t 0 49 t 0 6 L t 0 z0 L 0 96 0- 5g 0 L6 0 96 0 so L ® so L 0 °06 0-59 £5 558 ztr £e8 . o�� L L6 58z 50 L 1 o5z 965 l O It £ZOZ Ozs 069E St$ 0 LJ,£ 9 K t tLLS 9 oz 9 016 8.L09 Lz50 L 00-09 90, L £90z t9t ! £0 Lz o L L L SO£Z 6ZOZ 9 L9z ZM 990£ t96z 2955 fist£ Z6017 6851 Stet 6569 Z9b L L LZ6z t � -*O.OL tosz eLsz gtroc 5tc� OgL£ ZSZ* 0. Let LS55 Z L99 tzSL tS* L L 6 L5 L L t90£ t -zosz L 0.S9- Om 09 Mg' 6 iLfi 6LL� 61.9t tZ6� 59L`b 99 tt L%t, O;eg* 99ZS Ltr6t 8095 t6tS Ltz9 SLZ9 5969 959L 009 59� L L 6zz L55Z L O 55 9z'b5' tt L 9 S ttG X609 -06t5 19 t9 St95 S t59 ZZ65 9959 Lezg *L89 z-P69 L8£L 999L 9t06 L*L ZL t t t q.o Lz L OLL L L Q`o5 0 • St t6L9 SVL9 LgL9 t!C89 990L 96£L 9tLL 95Z8 95z8 L*96 tLSa £0 L t L OL56 6 LS t L t*L6 0' OJi 0'9!9 Lt£L OZSL LOSL 099L SLZL 99LLL O�iL ML M-SL ZOOS L!C8L •6L L8 89 LS $lte O£t8 5998 99LB !g888 tL06 8869 S916 5806 O°O!C 61Czs 5 t58 5928 SS5s 96W 0 "g L$Z8 G L99 0508 EM O!Ztrs fi999 Z L99 6OL8 We' 5588 5C99 6068 LL69 LL6e 005E o-Oz -99L8 ZCLS 09L8 60Le 8£l s eLL9 X988 £989 t/,S9 0968 £t69 8868 LL68 0` S L 0 ° o t 0889 Ztr68 X995 Z'668 LM Zt68 9-Zee Ztr68 9088 Ztr68 -g£88 Ztr68 9038 'Me X998 Zt68 2698 Me OZ68 Z%e -- 1168 0 °5 Zt6S Zt68 Zt68 Mg Zt6e MS Ztr68 Zt6g ?t68 Zt62 94,68 0.0 0 °08L 0 °SLL 0.59L 0.5SL O•StL 0.ggL 0.,gZL o•SLL 0 •90 L.O•s6 040 0.06 KQZS 19y�RUy�E -y SQZS 010110g• 597-DJV TY&ROMIOR KTMV 0 ;sot. 0 so L O 96 (? 99 O St 0, 6£ 0 -K O t5 �£ SZ zz 0.58 00££' SO t ! L 0925 09L L 1 ZS L£ MO L t% L 9055 $09 Satz 9L L tS t L 59 L 60e £S L 90 9!� L t05 SZ t 9st - Z4 t 0108 -qMi L KL5 L ZzOt L Zt6g L 6682 t 59 L t, LL08 e Lt8 z6 L5 L009 5th£ 50t 0592 6025 L LOZ U5 L 95€ C -C£t 9LZ L 0&5L **o, oL 92!tS L 65L� t 69tC t -t980 L 5989 QS6t 188 0 L9Z. 99z£ 99t?, ZL8Z 686L !�L9Z 06L L85z 0.59 0.09 L9 L£ L 8952 t ZL££ L 599E L Z609 t £t�rE L kt!g L L• L LZ U L Z'L1:L 9088 -k t85 �tL9 Z98t z9LS ZL Lt L8 LS 55L5 t L5� LCtS O° SS 2£gZ L 0£L L L L55Z t 9t tZ t £ i90 L 5596 i9tL 55£9 2885. 9591 LLtS 9ttt, ZLZS LLKtr 3925 O.45 fl° 5t . 9Z86 Q LS 1 L 5696 5L9 L L o! �56 56tp L 65L6 ZLSB 0!9" Z5LL Me 6.0L ML 9259 9£ LL 8 LZ9 L699 X509 L£L9 5866 0-0-0 t5 L6 89Q6 5Z L6 L608 LS06 r*06 0,68. 1968 z5g8 gL£6 SZOS 569L W L OS£L LCL9 �:BzL 0' S€ O° OS L L06 8868 8868 6t68 L 188 5288 ZL59 $948 0558 5558 L L t8 SSiVe ZOOS L0$9 989L 9 L58 LLBL LSZS O' Sz 9006 !�tr69 006 0968 8206 0968. L969 o968 MS 0968 SLL9 OZ68 SSL8 2998 6Z98 t8S8 ZL58 0° Oz 0-SL OZ68 C*69 OZ69 2688 0?68 Z6s8 OZ69 Oz68 5588 0068 9288 6168 5£88 LL69 69LB 0968 0°OL 0'S Zt6S Zt68 Zt68 Mg Zt6e MS Ztr68 Zt6g ?t68 Zt62 Z'169 0`0 O °58 5'ZS 0°5L 0.59 011 SS ®`St O•s£ 0815Z 0.5L 0.5 040 KQZS 19y�RUy�E -y sS97DtS�px TytltlxoZrgog KTMV XH v Y1WY g Cl1.l UEE 1 ca v o tU u ®sm 00009 s 'alm Ralcros a-eassaxd HOIE LTITIVA oot vazo t0 �t lOZ t • o� • d0l tMINIVE VD mull I fla UzHA 9 t99ISZ OR &aomf ima; Qu7dTiag0 099 -4 800 /600 -d l9Z -1 9929 l9v Ike JNIM11 A111Yf10 -woad wegZ:60 60 -10 -01 10 -01 -03 09:24am From- QUALITY LIGHTING 847 45167+68 T -267 P.004/008 F -450 LM 7830 E. Evans Rd. SCOttsdale, Armne 85260 602 99'-ti926D r I CBRTIFILD TEST REPORT ITO ® 1313316 Ql WinTs PA -MTED 10P�WITHAIMMURxO. 1 L iD ;. ORE CI>•ZAR 400 WATT SIGH P1�,ESSURE $ODIiTM .LAMP.�LUM,�T �tAl'EI�CaTOH5C000 LMS. wNlr NAND OF TRANSWASe VIVANCE TO MOUNANG MiGNr L° o jig A m g o c Z 0 0 Z i a® it ED ` r r, Q 4 m" a � 0 o. 4 O 'O LONOTUIDINAL ROADWAY _ 1 E... IES CLASS 1 4 i h 4f Z J .r� 3 - W duh a Y Page 3 of 7 10 -01 -03 09:25am From - QUALITY LIGHTING 847 451 6T68 T -267 P.005 /008 F-450 LiGtTllTG SCIENCES INC. 7830 E. RUNS ROAD, SGOTTSDALE TXDUSTRIAL AIRPARK SCOTTSDAL$,' ARIZOITA 83260 CERTIFIED TEST REPORT N0. ZS13316. QL ZD&JAIR.E CAT. ITO. 12014G WHITE PAINTED TOP WITH SPECULAR METAL SIDE REFLECTORS ONE CLEAR 400 WATT HIGH PRESSURE SODIUM LAMP. WIMM RATING = 50000 LKS. Page 4 of 7 VilLIZATION T.ABL9 COEFFICIENT OF UTIyTZATION RATIO HOUZZ SIDE STMT TOTAL 0-.5 0.160 /SLIDE 0.180 0.340 1.0 379 0 * 2y+ 0.520 1 .5 0.273 X0.281 0 .322 0.595 2..0 0.259 0,.339 0.627 2.5. 0.296 0.346 0.643 .3.0 .0:299 0.348 0..647 3.5 0.303 0.349 0.651 .,O 0.302. 0.350 0'652 5.0. .0-304.. 0.351 0.655 TOTALS 0.305 0.352 0.657 PERCWTx 30 -5 35.2 65.7 Page 4 of 7 03RTIP'IED TEST REPORT N0. LOI3316 0 w QL LUMINAIRE OAT. MO. 120144 ca WHITE PAINTED TOP WITH SPBOULAA KNAL BIDB REFLECTORS N ONE CLIIAR 400 WAIT HIGH PRESSURE SODIUM LAMP, LURRi RATING 30000 x,143. OANDLEPOWAR IN MAX. PLAWH ANGLE CARDLEPOWER 0.0 8942 5.0 8943 10.0 8960 15.0 9040 20.0 8988 25.0 9097 30.0 9125 35.0 9695 40.0 11810 45.0 12351 50.0 12665 52.5 12101 55.0 13372 57.5 12768 60.0 1 62.5 10602 65.0 93942 67.5 52300 70.0 14022 72.5 12260 75.0 11160 77.5 6007 80.0 3260 82.5 : 604 85.0 100 97.5 62 90.0 0 MAXIMUM C�AN'p 82.5 D'IBPOOWBR: 14022 ] T VERTICAL.A gGIR OF .MAX. CARDLTPOWER: -. 70.0 :, 0 CANDLEPOWER IN MAX. CONE ANGLE CANDLEPOWDR 0.0 1276 5.0 1356 15.0 .1573 25.0 2017 35.0 2650 55.0 5192 60.0 6247 62.5 7090 65.0 8071 67.5 9336 70.0 10590 72.5 91907 75.0 12899 77.5 1374B 80.0 13913 82.5 14022 07. 3.5 1469 90.0 1.29 �7 95.0 11462 105.0 6959 115.0 4389 d 1 25- 0 ' rn 135.0 2964 0 145.0 2462 155.0 2029 165.0 1710 0 175-0- 1464 160,0 1436 L'1 K 10 -01 -03 09:25am From- QUALITY LIGHTING 847 451 6768 T -267 P.008 /008 F -450 QL WKINAIRS CAT. NO. 12014G WHITE PAINTED TOP VlTK SPROVUR METAL SIDE RIrPZECTORs ONE; CLFAR 400 WATT HIGH' PRESSURE SO-Dl" LAMP- L1TM RATING = 50000, LM.S . CERTIFIED.•TZST REPORT No. L813316 LATERAL POOTCANDLE TABLE POR. 81-MGM LUNINAIRE 'AT 40.0 FT. , . RATIOS .025 _026 .026 .023 .020 .015 -009 .008 ,006 .004 .002 ,001 r .001 .001 .00 -2.50 +j .053 /�+ -055 + -052 /+� .046 +p .03$ � /y s+y -428 /�+ .021 + -016 //��+q .011 //+��rp + /� +ry Aga- +y + ( -001 -003 .002 •001 .001 .00 -2.00. + 0.12 + 0-12.0-10 + + .089 + .067 + .048 + .035 + .026 + .o18 + .o11 .006 .003 .002 ,001 .00 -1.50 + 0.3? +. 0.33 + 0.25 + 0,17' + 0.1 i + .0 ?9 + ,056 + -041 + .028 + .017 + .009 + + .004,4-003 + + a 0002- .00• -1.00 + 1 -1 ±; 0.97 + 0-59 +: 0.34 + 0.19 ,1- 0.13 + .096 + .066 + .041 + .025 #- .014 .00+7,*.'. .004 .003 .00' Ho�rBi .3.4 2.5 1.3 0.67 0.36 -0.25 0.16 0.10 .063 .034 .019 .010 .006 :003 OURB LINE .00� STREET 5�5 4.0 2.6 1.2 0.60 6 -36 0.23 0.14 .079 .039 .022 + .012 .007 +. .004-.00r' + 0.50 + 3-4 + 2.7 + 2.0 + 1.2 + 0.64 + 0-40 + 0.24 + 0,14 + .078 + .038 + .022 + + _013 .007 + .004 ' + ,.00'4 1.00 + 1 .1 i + 1-0 + 0.70 + 0.51 - + 0.34 + 0.26 + 0.19 + 0.11 + .065 + .033 + .020 + ;. + -.012 ".00 7 + .004 + .00� 1.50 +' Or -34 +.= 0.32' +- ®.26 + 0.19 + 0.16 + 0.12 + .089 + .060 + .037 + .023 + .015 r + .010 '.006 m.003 .002 2.00 + 0.11 ;� 0.11 + 0.11 .097 .074 .060 .036 .025 .015 + .012..009 +• + + .006 '-004 +. .00 3 .001 2.50 + .049 i + .052 + .051 .045 + -034 + '.02o + . -015 + -009 + -007 + .006 + .005 + + .003 .002 + .001..001 + 3.00 + .020 + -021 + .020 . + .017 + -012 '.008 .004 .004 .003 .003 .002 .002 .001 .001 .o0C 3.50 + .008 + .008 + .007 +' ,006 +• .005 + .003 + .002 + .001 + .002 + .002 + .001 + + .001 -.001 + .000 +. -.000 4.0.0 .003 -003 .003 ..002 .002 .001'.001 . o01 . ool - oo 1 .001 .001 '.000- . 0Q0 .0,00 4,50 - + .001 ' +•: 4001 .001 .001 .001 .001 .'001 .001 .000 .000 .000 .000 .000 .000 .000 5,00 + .001 + .001 + .001 + X01 + .001 + .001 + .000 + + + _000 .000 .000 + .000 + + .000 + �. , .000 .000 .000 0 -0 0.5 1.0 1.5 2.0 2.5 3..0 3.5' 4.0 4.5 • 5.0 5.5 6.0 6.5 7.0 z ON%ITUDINAL MOUNTTIG R31011fi RATIOS Page 7 of 7 CORRECTION FACTORS POR OTIMR MOUITTING 1,TGTrT4- 3F,T)i TSOT.I,TTX. PAGR PROJECT FIXTURE TYPE CATALOG NUMBER DISTRIBUTIONS TYPE V Symmetrical (Vert lamp) Ordering Example WFB -8-1 DESIGN DISTRIBUTION HPS WFB -8 V 35/50 V 70 V 100 1- HPS -70-W- 120. 33.5 -FD MHp -Puke Start PHOTOMETRIC FILE NO. MHIMHP LAMP HPS MH/MHP 35/50 ED -17 70 ED -17 100 ED-1 7 Available only in Pulse Start 35,50,70,100 MHP = Pulse Start REQUIRED CHOICES FINISH RAL NO. VOLTAGES HEIGHT SK Black 9005 120 33.5 BW White 9010 208 DB Bronze 8019 240 SL Silver 9006 277 FG Gray 7001 347 CC Custom Specify Color SB Sand Blast OPTIONAL CHOICES ELECTRICAL OPTIONS FD Single Fusing 120V/277V FDFD Double Fusing 208V/240V FDC Single Fusing 347V A Cast 356 marine grade aluminum .135 thick steel tube - hot dipped galvanized C inside and out (3) 3/8" rods B secure top and base Cast 356 marine grade aluminum ase TUBE CONSTRUCTION D m o: DIMENSIONS WEIGHT A 10.00' Dia. (254 mm) 45.5 tbs. (216 kgs) B 8.00" (203 mm) C 33.50" HL (850.9 mm) BOLT CIRCLE D 5.50" (139.70 mm) AS 0 • • The Buffalo Grove Park District reserves the right to substitute fixture(s) based upon a fixture's ability to withstand vandalism. There Is no substitute for A Division of JJI Lighting Group Inc. Ar® 11500 MELROSE AVE. FRANKLIN PARK, IL 60131 • Phone (847) 451 -0040 - FAX (847) 451 -6768 e -mail: qualityOmcs.com - www.qualitylighling.com (52200) Specifications subject to change without notice. 02000 Quality Lighting Q R ss. COUNTY OF LOOK ) CERTIFICATE I, Janet M. Sirabian, certify that I am the duly elected and acting Village Clerk of the Village of Buffalo Grove, Cook and Lake Counties, Illinois. I further certify that on November 17, 2003, the Corporate Authorities of the Village passed and approved Ordinance No. 2003 -76 entitled: AN ORDINANCE APPROVING AN AMENDMENT TO THE SPECIAL USE IN THE R -1 DISTRICT CONCERNING TWIN CREEKS PARK, 401 APTAKISIC ROAD which provided by its terms that it should be published in pamphlet form. The pamphlet form of Ordinance No. 2003 -76 including the Ordinance and a sheet thereof,' was prepared, and a copy of such Ordinance was posted in and at the Village Hall, commencing November 18, 2003, and continuing for at least ten days thereafter. Copies of such Ordinance were also available for public inspection upon request in the Office of Village Clerk. Dated at Buffalo Grove, Illinois, this 18tht day of November, 2003. FA BY U 11/11/2003 ORDINANCE NO. 2003 - 76 AN ORDINANCE APPROVING AN AMENDMENT TO A SPECIAL USE IN THE R -1 DWELLING DISTRICT VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS TWIN CREEKS PARK 401 Aptakisic Road WHEREAS, the Village of Buffalo Grove is a Home Rule Unit by virtue of the Illinois Constitution of 1970; and, WHEREAS, the real property legally described in EXHIBIT A ( "Property") attached hereto is zoned in the R -1 Dwelling District with a Special Use for a public park; and, WHEREAS, the Buffalo Grove Park District is the Owner of the Property (Twin Creeks Park); and, WHEREAS, the Owner proposes to develop active recreation uses on the Property including a playground, the Safety Town facility, a game area, disc golf and a building of 10,275 square feet for classrooms and storage pursuant to the following exhibits: EXHIBIT A Legal Description EXHIBIT B Site Zoning Information sheet dated August 13, 2003 EXHIBIT C Preliminary Plan (11x17 -inch color and 2406 -inch blackline) dated August 13, 2003 by Groundwork, Ltd. EXHIBIT D Preliminary Engineering Plan dated September 23, 2003 by Groundwork, Ltd. EXHIBIT E Topographic Survey dated April 23, 2003 by James R. Dietz 2 EXHIBIT F Tree Location Plan dated August 13, 2003 by Groundwork, Ltd. EXHIBIT G Preliminary Floor Plan and Preliminary Elevations of proposed building dated September 22, 2003 EXHIBIT H Perspective sketch of Safety Town; color photo simulations of playground, game area, frisbee golf and climbing area (4 sheets, 8 %2 x 11 -inch) EXHIBIT I Outside Lighting Cut Sheets (12 sheets, 8 1/2x 11 -inch) WHEREAS, notice of the public hearing concerning the petition for amendment to the Special Use was given and the public hearing was held by the Buffalo Grove Plan Commission on October 15, 2003; and, WHEREAS, the Plan Commission determined, pursuant to findings based on the testimony presented at the public hearing, that the criteria for a Special Use as set forth in Section 17.28.040 of the Village's Zoning Ordinance have been met, and development and use of the park as proposed is an appropriate use of the Property and will be compatible with adjacent properties; and, WHEREAS, the President and Board of Trustees do hereby find that the criteria for a Special Use set forth in Section 17.28.040 of the Village's Zoning Ordinance have been met regarding the proposed development and use of the Property, and that the use of the Property on the terms and conditions herein set forth would serve the best interests of the Village. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS: Section 1. This ordinance is made pursuant to and in accordance with the Village's Zoning Ordinance and the Village's Home Rule powers. The preceding whereas clauses are hereby made a part of this Ordinance. Section 2. The Corporate Authorities hereby approve an amendment to the Special Use for the Property legally described in EXHIBIT A attached hereto. Section 3. The Special Use is subject to the following conditions: A. A variation of the Village Floodplain Ordinance, Chapter 18.20.010.E. to allow development within 100 feet of the centerline of Aptakisic Creek is hereby granted with the stipulation that the Owner shall comply with all applicable regulations concerning floodplain management. Owner shall make application to the Federal Emergency Management Agency (FEMA) for a f . 3 Letter of Map Revision (LOMR) concerning the floodplain map pertaining to the Property. Said map amendment shall be completed prior to any development on the Property as contemplated by the EXHIBITS attached hereto. B. The Preliminary Plan (EXHIBIT C attached hereto) proposes a shared driveway on Aptakisic Road to serve the Property and the adjoining property to the west owned by the Village. Owner shall grant an easement to the Village providing public access on the Property and setting forth the responsibilities of the Owner concerning the use and maintenance of said shared driveway. The Village shall direct the preparation of said easement documents, and Owner shall execute said easement prior to application for any building or site development permits from the Village. C. Prior to application for a Village building permit, Owner shall submit documents as required by the Village for review of the appearance of the proposed building and other site elements including the Safety Town facility, fences and signs. Building appearance and materials are not approved by this Ordinance. D. ' Fences and signs are subject to the Village Sign Code and Fence Code. No signs or fences are approved by this Ordinance. E. Outside lighting shall be turned off by 10:30 P.M. except for lighting necessary for site security. Final lighting plans shall be submitted for Village approval as part of the appearance review for the building. The Owner shall comply with the recommendations of the Village concerning the location and specifications of lights required for overnight security. F. A final landscaping plan shall be submitted to the Village Forester for review and approval prior to any removal of trees, site preparation work or grading on the Property. Section 4. This Ordinance shall be in full force and effect on and after its passage and approval. This Ordinance shall not be codified. AYES: 6 - Braiman, Glover, Berman, Johnson, Kahn, Trilling NAYES: 0 - None ABSENT: 0 - None PASSED: November 17, 2003 APPROVED: November 17, 2003 ATTEST: illage Clerk APPROVED: ELLIOTT HARTSTEIN, Village President EXHIBIT A Legal Description Twin Creeks Park, 401 Aptakisic Road That part of the East 589.29 feet of the North half of the Northeast quarter of Section 29, Township 43 North, Range 11, East of the Third Principal Meridian, in Lake County, Illinois, (except that part of the East 589.29 feet of the North half of the Northeast quarter of Section 29, aforesaid, described as follows: Beginning at the Southeast corner of said East 589.29 feet; thence North 90 degrees 00 minutes 00 seconds West along the South line of said North half of the Northeast quarter, a distance of 589.30 feet to the intersection of said South line with the West line of the East 589.29 feet of the North half of said Northeast quarter; thence North 00 degrees 20 minutes 49 seconds East along said West line of the East 589.29 feet of the North half of the Northeast quarter a distance of 709.63 feet; thence South 60 degrees 57 minutes 05 seconds East a distance of 671.83 feet to a point on the East line of the said Northeast quarter; thence South 00 degrees 29 minutes 49 seconds West along said East line of the Northeast quarter a distance of 383.42 feet to the point of beginning) lying westerly and southerly of a tributary to Aptakisic Creek running in a southerly direction described as follows: Beginning at a point on the West line of the East 589.29 feet of the North half of the Northeast quarter of said Section 29 at a distance of 54.00 feet south of the Northwest corner of the East 589.29 feet of the North half of the Northeast quarter of said Section 29, said point being on the existing Southerly right -of- way line of Aptakisic Road (County Highway 33) and shown on the Plat of Dedication thereof recorded as Document 2560831; thence North 89 degrees 40 minutes 34 seconds East along said Southerly right -of -way line 323.37 feet to the centerline of said waterway; thence South 26 degrees 58 minutes 10 seconds East along the centerline of said waterway, contained within a culvert pipe at this point, 22.12 feet and ending containment at this point; thence South 30 degrees 05 minutes 20 seconds East along the centerline of said waterway 42.27 feet; thence South 24 degrees 56 minutes 22 seconds East along the centerline of said waterway 47.01 feet; thence South 17 degrees 29 minutes 40 seconds East along the centerline of said waterway 61.54 feet; thence South 11 degrees 07 minutes 30 seconds East along the centerline of said waterway 331.36 feet; thence South 16 degrees 10 minute 28 seconds East along the centerline of said waterway 49.53 feet; thence South 05 degrees 18 minutes 58 seconds East along the centerline of said waterway 110.17 feet; thence South 53 degrees 54 minutes 56 seconds East along the centerline of said waterway 30.90 feet to the existing westerly right -of -way line of Buffalo Grove Road shown on said Plat of Dedication; thence southerly along said westerly right -of -way line being a curved line, concave easterly having a radius of 11,551.00 feet a distance of 80.35 feet, the chord of said course bearing South 03 degrees 41 minutes 20 seconds East 80.35 feet; thence South 03 degrees 53 minutes 17 seconds East continuing along said westerly right -of -way line 110.63 feet; thence North 60 degrees 57 minutes 05 seconds West 589.86 feet to the point on the West line of the East 589.29 feet of the North half of the Northeast quarter of said Section 29 at a distance of 709.63 feet north of the Southwest comer of the East 589.29 feet of the North half of the Northeast quarter of said Section 29; thence North 00 degrees 20 minutes 49 seconds East along the West line of the East 589.29 feet of the North half of the Northeast quarter of said Section 29 a distance of 564.35 feet to the Point of Beginning, in Lake County, Illinois. � i I EXISTING SINGLE FAMILY I I I RESIDENTIAL PARK I I 1 (R -2 ZONING) (BUFFALO GROVE PARK DISTRICT) II t _---- .-- fit_— _---- _ - - - -_ I IDENIRICAIION APTAKISIC ROAD — — — — — — --F----------- SIGN tt I 13 0 EXISTING SINGLE FAMILY ATTACHED (DUPLEX) (R -7 ZONING) 1 L � N W © E s 0 20 40 80 II NONE YG TOWN E EXISTING WATER PUMPING STATION (VILLAGE OF BUFFALO GROVE) .°M CRFf OF lII I � �li 771/ I � I EXISTING El ONE -STORY BUILDI G CLASSROOM o 0 I 1 75' 45 18A Q I I al L MAINTENANCE REA �I m I I I 1 II II I II li I I II ,I I 11 E o I MINI4TURE BNLDiNG °a - PADS VIEWING REA oommK ..o urA 1i JS' ^.,.._ z} OQ DETENTION I..,. ME J 0 A _ -- �" > PM'^ 1 I T IDENTIFIED FLOOD PLAIN LIMIT II j� E EXISTING WATER PUMPING STATION (VILLAGE OF BUFFALO GROVE) .°M CRFf OF lII I � �li 771/ I � I EXISTING ONE -STORY - I COMMERCIAL I I I I (B -3 ZONING) II I I I I I oI I I al I I I I �I m I I I 1 II II I II li I I II ,I I 11 II I II I I I I I � 16 TWIN CREEK PARK PRILIMINARY SITE PLAN 6.94 ACRES ~ T VKD PX C JPG T REMSON ASSUE TWIN CREEK PARK As" PXP=OLY, ARCHITECTS BUFFALO GROVE PARK DISTRICT 00PdYTONLY P m PREUMINARY 530 BERNARD DRIVE mummG m' SITE PLAN DCONSiRum GROUNDWORK, LTD. BUFFALO GROVE, ILLINOIS ❑ SCH..ncRM°",.aR.3 "° ..N e.'7.:1: 0 9 S 0 $ a �6 $ 9 0 U $ zm x �z x m I c r ca< x boo o1°z wPN Wl_ .J& E83.63 11 EXISTING SINGLE FAMILY - �4�'TACHED `.• I LVI \11 \V! EXISTING SINGLE FAMILY PRELIMINARY ENGINEERING PLAN TWIN CREEK PARK suFF,aLo GROVE, iwniois A m Dvrra I A N m N I rnv o I CDLI (VILLAGE OF CHK'D BY SCALE o RNT AS SHOWN o` `° !=m PRELIMINARY LEGEND ° 03 ENGINEERING PLAN EXISTING PROPOSED v -c90- - CONTOURS —000— - POWER POLE -0- N �_ STREET LIGHTo SANITARY SEWER (SIZE AS INDICATED) 0 ? STORM SEWER (SIZE AS INDICATED) 9—�-- W r G L_ STORM SEWER MANHOLE 0 _ WATERMAIN VALVE VAULT B S w Fo- WATERMAIN (SIZE AS INDICATED) — W j STORM SEWER INLET (TYPE A) CONC. HEADWALL �- CATCH BASIN 0 0 20 40 80 STREET LIGHT (TYPE D) 0-* STREET LIGHT (TYPE A) X ?. SPOT ELEVATIONS X — 0-21 TELEPHONE PEDESTAL A m Dvrra I A N m N I rnv o I CDLI Nrr U UT JPG CHK'D BY SCALE o RNT AS SHOWN o` `° !=m PRELIMINARY ° 03 ENGINEERING PLAN v TWIN CREEK PARK BUFFALO GROVE PARK DISTRICT 530 BERNARD DRIVE BUFFALO GROVE, ILLINOIS E 7 v..w v 1 1 P 1 \1\ V1J 1 I%IV 1 \ \T-02 ELECTRIC TRANSFORMER UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND JOINT ELECT. & TEL BURY UTILITY CROSSING O DIRECTION OF FLOW SUMMIT N FENCE —if— If TOP OF FOUNDATION ELEVATION TF XXX.XX FINISH GRADE ELEVATION FG XXX.XX Sf -5 736.00 = PROPOSED STORM SEWER STRUCTURE (RIM / INVERT) THESE PLANS ARE FOR THE NO DATE FOLLOWING PURPOSE ONLY, AS INDICATED ❑ REUEW ONLY ❑ PERMIT ❑ BIDDING ❑ CONSTRUCTION I- I 1 ._ - REVISION /ISSUE i I Rum son f" SO. 29 �11 EXISTING ONE -STORY - COMiIi' AC (13-3 ZONING) LOOD LINE ARCHITECTS PLANNERS ENGINEERS GROUNDWORK, LTD. 1051 PERIMETER DRIVE, SUITE 1110 847.413.0300 SCHAUMBURG, ILLINOIS 60173 FAX 847.413.0314 COPYRIGHT 0 2003 TOPOGRAPHIC SURVEY OF PART OF THE EAST 589.29 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, (EXCEPT THAT PART THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST 589.29 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 29; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 589.30 FEET TO THE INTERSECTION OF SAID SOUTH LINE WITH THE WEST LINE OF THE EAST 589.29 FEET OF THE NORTH HALF OF SAID NORTHEAST QUARTER; THENCE NORTH 00 DEGREES 20 MINUTES 49 SECONDS EAST ALONG SAID WEST LINE OF THE EAST 589.29 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER A DISTANCE OF 709.63 FEET; THENCE SOUTH 60 DEGREES 57 MINUTES 05 SECONDS EAST, A DISTANCE OF 671.83 FEET TO A POINT ON THE EAST LINE OF SAID NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 29 MINUTES 49 SECONDS WEST ALONG SAID EAST LINE OF THE NORTHEAST QUARTER, A DISTANCE OF 383.42 FEET TO THE POINT OF BEGINNING), IN LAKE COUNTY, ILLINOIS. \ \819.92 . ASPHALT SHOULDER 6002 Sol POWER POLE 6131� 682 \ \\ o 4 -=- 683 .- .- .- .-+-+- w ¢ 684 - LUGHTPOLE I1) UNDERGROUND GAS APTAKNC ROAD `A -W TRAFFIC SIGNAL VAULT TREE - +6p4,53 .•684'1- .•MLda- - .eak33 X684.25 .884 .883.96 -. +iN. ®4. .. 683sYt --fiab.36 . _6a.22 - 882.79- . -�BZ59 i15UN6 SIEf1 MUG - NW cas, SANITARY A! 6sa - - - - - - - - - - - 883 SANITARY MANHOLE - - SEC. \1 25-43- APTANSIC ROAD DFEERFIEID PARKWAY VICINITY MAP K \\ BENC I \\ ASPHALT SHOULDER ... _ / 682 \ W -� 884.35 W - - -- = 88Xf4W V 683.94 683.42 .Sol= of 4 Age F � � cgs .61RIM w W 68 68 CONCRETE WALK w -893 4 .gBZ,yy ' 88343 j 9269 3 63 .2 .6F N Do t0 ASPHALT P Bi]5 • 676 6]] 6 a1 .- 00 J n I I I 70 3 62 , eo,. .90 ill \r. • 681.68 •881.28 •89057 .880. 682.34 • 687.63 681 • \ 215 68 2'/� 3' �� ,yt7 �1 4 92 682 i 391 .eel. "71 3 3 : 3 •68349 68228 / ca35a S N 3. , M&58 .10 u � 3.2 ij -602.93 2P /�, 2.91 3�;0 .693.68 -683.68 .683.6! • 66350 i 29�� 210 �.J �3- 868.11 • 68 3.28 •683.64 .683.39 - 663.17 2.81 - 68292 92868./] • 883.]0 •68325 T7 . x63.53 -68368 01 • 683.70 .683.68 .88x87 ,68286 1`D 682.46 •"93.06 •683.65 •6153.52 -88342 .683.W ' • ee3.0 • 6e3.4o 86 -683.67 In - MA I OL70 72 •68355 .883.55 •863.51 .8113.10 •883.24 88x40 3: -68268 69352 94 - 683.37 •683.32 in 3 '683.415 692.55 .92 .663.53 •0 51 •663.43 •69353 •863, .68289 9 66257 •69348 .68261 993.25 , 683.39 662.56 ..662 =683.46 385 •68351 -68354 •683.34 , 683.36 ' 837.73 112 49 611263 5 5 162 •883.45 "2.60 -66268 682.]0 3' , 68277 8a3.0 • 963.M • 683.37 -68342 •683.0 683.07 48 •88344 -668.1] 68x.51682 .6827) .682, •662.53 ,1 Wz526 +683.25 , 683.30 ' M iii , 603.21 M • 603.22 q7 •88x.66 .99 +663.81 ,883,2778 15 682'6 ns ,2.28 ,611253 683.28 -693.32 • 603.10 •66331 •68 qn •683.15 .68312 a •68271 at 408 .682.40 6az90 $5 680.87 .660 - 679.85 \ E78A7 \ 878.,8 681.90 1 a 870.00 +681.70 ,890. 0 On co 1 x92.04 G -662'3 - 682.32 880. 688.54 7 • 02.97 - 882'S3 •881.79 •991.67 AWiw72 .662.44 •682.16 3' •68214 •68z17 1.57 • 68206 .68144 682 • 681.93 *3 3' '882.09 ,.68 •6x1.92 •88158 •681.63 .66,.66 +981 68 11.16' RECORD aM1ITARY LOCATION I ESTI M T D FLOOD PLAIN LI IT =LINE rw� V I r� 878 /4 - 601.27 ,681.80 •89138 �' a 675.21 •t1 � ,687.zo •681.n 9 1 uah • 681.53 J , 7 3 6803 •681'8 680.07 01 ' ���.y,,�8pg 92 •690.10 81 1.01 -681.68 •601.38 q�Q 9. ' /I \` .000.53 � V , 7 78. 3' "° 9.21 •681.50 $ • an-% 1 1 • 680.9 - 001.17 •681. r0 re .6 67847 • s]soz •x79.73 z -B-ixi a' .6eo.es . aeo.7o 9 7 679.08 .880.19 •687.18 .69052 'I 3' Ins . �3'7{R� •86855 MM 679.46 O - 668.33 - 880.47 - 680.80 •610. 06, - 679.00 , s19, 3. 85 •680. b80 •xeo.zz .sixise •Q9.90 • 879.87 .W -879.28 67811 enim r 7x 9 32 879.77 •ones .879.2' 4O1 -M,,0 • 870.62 y ,a a 2a GRAPHIC SCALE 9 ( IN FEET ) 1 inch = 40 ft. SITE BENCH MARK: CUT "X" IN THE CENTER OF CONCRETE WALK LOCATED IN THE SOUTH RIGHT OF WAY OF APTAKISIC ROAD APPROX. 221 FEET EAST OF THE WEST PROPERTY LINE OF THE EAST 528.29 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF 29- 43 -11. ELEVATION= 681.58 (NGVD29) THIS PROPERTY IS SHOWN ON FIRM MAP PANEL NO. 17097CO262 F VILLAGE OF BUFFALO GROVE COMMUNITY NO. 170068 DATED SEPTEMBER 3, 1997, LAKE COUNTY AND INCORPORATED AREAS. C\2 v 1 l� 0 o w w 0 V I M la o; 0 n STATE OF ILUNOIS ) )) S.S. COUNTY OF LAKE I, James R. Dietz, do hereby certify that the lands or lots described in the above caption were surveyed and the buildings shown thereon were located by me, or under my direction, and that the plat hereon drawn is a true and correct representation of said survey. Dated at Round Lake, Illinois, this day of A.D.,2003. Fieldwork performed: 4 -23 -03 Professional Illinois Land Surveyor No. 35 -2410 Ucense expires 11/30/2004 NOTE: Before building, compare all points and dimensions and immediately report any discrepancy. Measurements are given in feet, and decimal parts thereof, except as otherwise noted. Refer to your Deed, Abstract Title Policy or Building Commissioner for building or set back lines. t 9:38 •879.5] 71• s ~%9 •os •879A1 70.59 • 679.02 9.08 - 878.28 W = AS -679.12 • s]9.20 wr \ 634 SIC 0 7° N 54 K , s rn \� &98 19DD S.P- T�� Bt 8. 4- ; cjg48 "KT P 8.85 <0 i \ ��. ATy 645 �3. , 618.x1 k,NN _\ \ 7844 ]fin X O �7\s U 0: W \ a]&08 678. 6792 W Z N =1w 4 \ 679.0 8]9. 79.0$ N F TOP CMP 678.18 \ W w 3: C) • 679.40 • snrs = •418.68 , � , -678.54 an.716 • 978.29 - 676.38 = 676.07 ' • 478.x6 •674.05 ' ! 678.41) 678 6%8 8] 674.97 8.67 •67154 18.88 3- -677.57 - 67].47 = 07M 677 3' •671.]0 1 877.71 8.68 •677.34 .877.62 7.71 ' 6]7.42 •677.65 \, • 877 IF .63 1 .0 71 9 ,33877.38 '67].33 •6]].x1 4' 6 Pins • en.a 7.99 76 •687.0 �� 'ga in& �]9 • 67.39 .471.42 1 ///x(76.90 - x77.72 .61&86 j 6e5 P 1 f" . an.3, t \ \\, '6 7) tan. =677.0 •677.93 \POP *�t7 . $"At �:68 \ MP Q4A.4. sn.e9 .473178 A1 �-j,te • s77.3o •67740 67 �W r 98 <� \ �: 3: \ .671'7 '95 ' 677 • an.a7 01 IV 4 98 .79 . c/s�i6.99 \ `68 •678.17 677.83 t 8 /2 \67740 6) OFE,O -IT11 eprlol REFERENCE MARK: FEMA RM -253 -6 CHISELED CROSS IN NORTHEAST CORNER OF NORTH HEADWALL OF CULVERT FOR SOUTH BRANCH INDIAN CREEK UNDER STATE ROUTE 22, LOCATED APPROX. 3,200 FEET EAST OF STATE ROUTE 83. MAP PANEL NO. 17057CO253 F. DATED SEPTEMBER 3, 1997. ELEVATION= 694.43 (NGVD29) VBG 2B STEEL ROD IN CLOSED MONUMENT LOCATED AT THE INTERSECTION OF PARKSIDE DRIVE AND WITNEY LANE. ELEVATION= 681.63 (NGVD29) 681.36 (NAVD88) VBG 2A STEEL ROD IN CLOSED MONUMENT LOCATED 300 FEET EAST OF AND 77 FEET NORTH OF THE INTERSECTION OF BUFFALO GROVE ROAD AND DEERFIELD PARKWAY. ELEVATION = 679.65 (NGVD29) 679.38 (NAVD88) . _ .. - .. - .. - . 589.30' DEED- - .. _ .. - i 0 0 U O W � !Y r � co N Li � I I I \ \ 1`\ I O U W ,r il3 I m o Ii I I W 0 N a M 1a SURVEYED FOR: BUFFALO GROVE PARK DISTRICT 530 BERNARD DRIVE BUFFALO GROVE, IL 60089 JAMES R. DIETZ PROFESSIONAL LAND SURVEYOR 519 N. Cedar Lake Road Round Lake, IL 60073 (847) 546 -9411 SCALE: 1"=40' JOB NO.: BG -03 -152 -T 1� I L c ILL RTE 22 POWER POLE - -0- SANITARY STRUCTURE 1 -p- o 4 -=- FEtiCING .- .- .- .-+-+- w ¢ r^ - LUGHTPOLE I1) UNDERGROUND GAS APTAKNC ROAD `A -W TRAFFIC SIGNAL VAULT TREE SITE � ......................... RL�lu DFEERFIEID PARKWAY VICINITY MAP NO SCALE SITE BENCH MARK: CUT "X" IN THE CENTER OF CONCRETE WALK LOCATED IN THE SOUTH RIGHT OF WAY OF APTAKISIC ROAD APPROX. 221 FEET EAST OF THE WEST PROPERTY LINE OF THE EAST 528.29 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF 29- 43 -11. ELEVATION= 681.58 (NGVD29) THIS PROPERTY IS SHOWN ON FIRM MAP PANEL NO. 17097CO262 F VILLAGE OF BUFFALO GROVE COMMUNITY NO. 170068 DATED SEPTEMBER 3, 1997, LAKE COUNTY AND INCORPORATED AREAS. C\2 v 1 l� 0 o w w 0 V I M la o; 0 n STATE OF ILUNOIS ) )) S.S. COUNTY OF LAKE I, James R. Dietz, do hereby certify that the lands or lots described in the above caption were surveyed and the buildings shown thereon were located by me, or under my direction, and that the plat hereon drawn is a true and correct representation of said survey. Dated at Round Lake, Illinois, this day of A.D.,2003. Fieldwork performed: 4 -23 -03 Professional Illinois Land Surveyor No. 35 -2410 Ucense expires 11/30/2004 NOTE: Before building, compare all points and dimensions and immediately report any discrepancy. Measurements are given in feet, and decimal parts thereof, except as otherwise noted. Refer to your Deed, Abstract Title Policy or Building Commissioner for building or set back lines. t 9:38 •879.5] 71• s ~%9 •os •879A1 70.59 • 679.02 9.08 - 878.28 W = AS -679.12 • s]9.20 wr \ 634 SIC 0 7° N 54 K , s rn \� &98 19DD S.P- T�� Bt 8. 4- ; cjg48 "KT P 8.85 <0 i \ ��. ATy 645 �3. , 618.x1 k,NN _\ \ 7844 ]fin X O �7\s U 0: W \ a]&08 678. 6792 W Z N =1w 4 \ 679.0 8]9. 79.0$ N F TOP CMP 678.18 \ W w 3: C) • 679.40 • snrs = •418.68 , � , -678.54 an.716 • 978.29 - 676.38 = 676.07 ' • 478.x6 •674.05 ' ! 678.41) 678 6%8 8] 674.97 8.67 •67154 18.88 3- -677.57 - 67].47 = 07M 677 3' •671.]0 1 877.71 8.68 •677.34 .877.62 7.71 ' 6]7.42 •677.65 \, • 877 IF .63 1 .0 71 9 ,33877.38 '67].33 •6]].x1 4' 6 Pins • en.a 7.99 76 •687.0 �� 'ga in& �]9 • 67.39 .471.42 1 ///x(76.90 - x77.72 .61&86 j 6e5 P 1 f" . an.3, t \ \\, '6 7) tan. =677.0 •677.93 \POP *�t7 . $"At �:68 \ MP Q4A.4. sn.e9 .473178 A1 �-j,te • s77.3o •67740 67 �W r 98 <� \ �: 3: \ .671'7 '95 ' 677 • an.a7 01 IV 4 98 .79 . c/s�i6.99 \ `68 •678.17 677.83 t 8 /2 \67740 6) OFE,O -IT11 eprlol REFERENCE MARK: FEMA RM -253 -6 CHISELED CROSS IN NORTHEAST CORNER OF NORTH HEADWALL OF CULVERT FOR SOUTH BRANCH INDIAN CREEK UNDER STATE ROUTE 22, LOCATED APPROX. 3,200 FEET EAST OF STATE ROUTE 83. MAP PANEL NO. 17057CO253 F. DATED SEPTEMBER 3, 1997. ELEVATION= 694.43 (NGVD29) VBG 2B STEEL ROD IN CLOSED MONUMENT LOCATED AT THE INTERSECTION OF PARKSIDE DRIVE AND WITNEY LANE. ELEVATION= 681.63 (NGVD29) 681.36 (NAVD88) VBG 2A STEEL ROD IN CLOSED MONUMENT LOCATED 300 FEET EAST OF AND 77 FEET NORTH OF THE INTERSECTION OF BUFFALO GROVE ROAD AND DEERFIELD PARKWAY. ELEVATION = 679.65 (NGVD29) 679.38 (NAVD88) . _ .. - .. - .. - . 589.30' DEED- - .. _ .. - i 0 0 U O W � !Y r � co N Li � I I I \ \ 1`\ I O U W ,r il3 I m o Ii I I W 0 N a M 1a SURVEYED FOR: BUFFALO GROVE PARK DISTRICT 530 BERNARD DRIVE BUFFALO GROVE, IL 60089 JAMES R. DIETZ PROFESSIONAL LAND SURVEYOR 519 N. Cedar Lake Road Round Lake, IL 60073 (847) 546 -9411 SCALE: 1"=40' JOB NO.: BG -03 -152 -T 1� I L c LEGEND POWER POLE - -0- SANITARY STRUCTURE 1 -p- STORM STRUCTURE 4 -=- FEtiCING .- .- .- .-+-+- VALVE VAULT (P FIRE HYDRANT LUGHTPOLE I1) UNDERGROUND GAS --GAS - UNDERGROUND WATER -W TRAFFIC SIGNAL VAULT TREE TOP OF BANK ......................... SITE BENCH MARK: CUT "X" IN THE CENTER OF CONCRETE WALK LOCATED IN THE SOUTH RIGHT OF WAY OF APTAKISIC ROAD APPROX. 221 FEET EAST OF THE WEST PROPERTY LINE OF THE EAST 528.29 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF 29- 43 -11. ELEVATION= 681.58 (NGVD29) THIS PROPERTY IS SHOWN ON FIRM MAP PANEL NO. 17097CO262 F VILLAGE OF BUFFALO GROVE COMMUNITY NO. 170068 DATED SEPTEMBER 3, 1997, LAKE COUNTY AND INCORPORATED AREAS. C\2 v 1 l� 0 o w w 0 V I M la o; 0 n STATE OF ILUNOIS ) )) S.S. COUNTY OF LAKE I, James R. Dietz, do hereby certify that the lands or lots described in the above caption were surveyed and the buildings shown thereon were located by me, or under my direction, and that the plat hereon drawn is a true and correct representation of said survey. Dated at Round Lake, Illinois, this day of A.D.,2003. Fieldwork performed: 4 -23 -03 Professional Illinois Land Surveyor No. 35 -2410 Ucense expires 11/30/2004 NOTE: Before building, compare all points and dimensions and immediately report any discrepancy. Measurements are given in feet, and decimal parts thereof, except as otherwise noted. Refer to your Deed, Abstract Title Policy or Building Commissioner for building or set back lines. t 9:38 •879.5] 71• s ~%9 •os •879A1 70.59 • 679.02 9.08 - 878.28 W = AS -679.12 • s]9.20 wr \ 634 SIC 0 7° N 54 K , s rn \� &98 19DD S.P- T�� Bt 8. 4- ; cjg48 "KT P 8.85 <0 i \ ��. ATy 645 �3. , 618.x1 k,NN _\ \ 7844 ]fin X O �7\s U 0: W \ a]&08 678. 6792 W Z N =1w 4 \ 679.0 8]9. 79.0$ N F TOP CMP 678.18 \ W w 3: C) • 679.40 • snrs = •418.68 , � , -678.54 an.716 • 978.29 - 676.38 = 676.07 ' • 478.x6 •674.05 ' ! 678.41) 678 6%8 8] 674.97 8.67 •67154 18.88 3- -677.57 - 67].47 = 07M 677 3' •671.]0 1 877.71 8.68 •677.34 .877.62 7.71 ' 6]7.42 •677.65 \, • 877 IF .63 1 .0 71 9 ,33877.38 '67].33 •6]].x1 4' 6 Pins • en.a 7.99 76 •687.0 �� 'ga in& �]9 • 67.39 .471.42 1 ///x(76.90 - x77.72 .61&86 j 6e5 P 1 f" . an.3, t \ \\, '6 7) tan. =677.0 •677.93 \POP *�t7 . $"At �:68 \ MP Q4A.4. sn.e9 .473178 A1 �-j,te • s77.3o •67740 67 �W r 98 <� \ �: 3: \ .671'7 '95 ' 677 • an.a7 01 IV 4 98 .79 . c/s�i6.99 \ `68 •678.17 677.83 t 8 /2 \67740 6) OFE,O -IT11 eprlol REFERENCE MARK: FEMA RM -253 -6 CHISELED CROSS IN NORTHEAST CORNER OF NORTH HEADWALL OF CULVERT FOR SOUTH BRANCH INDIAN CREEK UNDER STATE ROUTE 22, LOCATED APPROX. 3,200 FEET EAST OF STATE ROUTE 83. MAP PANEL NO. 17057CO253 F. DATED SEPTEMBER 3, 1997. ELEVATION= 694.43 (NGVD29) VBG 2B STEEL ROD IN CLOSED MONUMENT LOCATED AT THE INTERSECTION OF PARKSIDE DRIVE AND WITNEY LANE. ELEVATION= 681.63 (NGVD29) 681.36 (NAVD88) VBG 2A STEEL ROD IN CLOSED MONUMENT LOCATED 300 FEET EAST OF AND 77 FEET NORTH OF THE INTERSECTION OF BUFFALO GROVE ROAD AND DEERFIELD PARKWAY. ELEVATION = 679.65 (NGVD29) 679.38 (NAVD88) . _ .. - .. - .. - . 589.30' DEED- - .. _ .. - i 0 0 U O W � !Y r � co N Li � I I I \ \ 1`\ I O U W ,r il3 I m o Ii I I W 0 N a M 1a SURVEYED FOR: BUFFALO GROVE PARK DISTRICT 530 BERNARD DRIVE BUFFALO GROVE, IL 60089 JAMES R. DIETZ PROFESSIONAL LAND SURVEYOR 519 N. Cedar Lake Road Round Lake, IL 60073 (847) 546 -9411 SCALE: 1"=40' JOB NO.: BG -03 -152 -T 1� I L c EXISTING SINGLE FAMILY RESIDENTIAL PARK (R -2 ZONING) (BUFFALO GROVE PARK DISTRICT) I VSGHTR c-oN APTAKISIC ROAD------- ----- - - - - -- I I I I II I I I I I I I I — - - - - - BIKE PATH TO BE REMOVED 9... I. � TO RE R 3 id — — 1 VACA T I "2 EXISTING BUFFALO OG R II Ili 32 4 o D ENTIO DETENTION I Ag (VILLAGE OF ` LIMBI BUFFALO GROVE) I I EXISTING ONE —STORY REA 3 'MI IB COMMERCIAL 39 TOTAL) I I 1 (B -3 ZONING) IAYGR U SAFETY ` TOWN I R i I I I 2 N O PAR EXISTING PATH I i B P BUILDI G cus oHM ❑ ❑ I IN 75' 45' 18'� 2 1 II m l i z o 1 10' HKR1 I I .. v BACKDROP i I MAINTENANCE LREA ❑ ❑ t PANELS I 1 1 I I I I I 9 MINIATURE BUILDING ` + A. AMA PaDS VIEWING AREA uq MM I 4�EEMK 8' HIGH FEN I iIAF J6 \ 24 OQ DETENTION I 8 G ME \ 4gnN \ ❑ ❑ ' I I EXISTING GpHry' '� I IDENTIFIED FLOOD PLAIN LIMIT E SINGLE ATTACHED LY 1 \v ,a (DUPLEX) 4P (R -7 ZONING) Tqk /S/ JI BOCC \. FRISBEE eK \ II ° GOLF I rze EXISTING WATER I °may PUMPING STATION (VILLAGE OF BUFFALO GROVE) \ SCHEDULE OF TREES TO BE RELOCATED EXISTING TREE NUMBER DESCRIPTION SIZE x EMSTNG TREE TO BE REMOVED i GREEN ASH 4.5' EXISTING TREE TO BE RELOCATED 2 HONEY LOCUST 3' N 3 HONEY LOCUST 4.5" 4 SUGAR MAPLE 2.5" O NEW LOCATION OF TREE 5 SUGAR MAPLE 2.5' 6 MOUNTAIN ASH 3.5' ' HONEY LOCUST 4. NOTE: TREES 4, 5,19, AND 20 ARE TO BE RELOCATED B CHERRY 4.5" H IN APPROMMATELY THE SAME LOCATION, 10 X C 9 X CH ERRY A5' ERRY l5' AFTER CONSTRUCIION OF BERMS. i1 MOUNTAIN ASH 15' 2 BRADFORD PEAR 6" 13 SUGAR MARE 4' N 4 SUGAR MAPLE W ©E O ROCUST 55: TWIN CREEK PARK S 20 MAPLE 5" 0 20 w BD TREE RELOCATION PLAN I �0" 6.94 ACRES o •J ANN Y APP D BY c4^7 PJC JPG FFg1.0YNH�gI�SEE MY, HO URr BY PEAS ON nS$UE (yG� TWIN CREEK PARK AB maw A�� XD BY sul< ° 5H0M4 BUFFALO GROVE PARK DISTRICT o9mu Y O�AINNER s = TREE 530 BERNARD DRIVE °®D"G ° G °ouMOwoR .LTD. RELOCATION OCO161RII6TON los awuRRR Me1E, sArt ma eo.•uwm 8 PLAN BUFFALO GROVE, ILLINOIS 9«IMINWIRG IN,NM9 emn FA. e4)..,,,ml. covTmcHT p ze03 EXISTING SINGLE FAMILY RESIDENTIAL I _ l _- _•_._. _. _. .. .. _... 1 I i 4 i 1L: -.1. ii L. ilk. ILL 21 -9 (R -2 ZONING) (BUFFALO GROVE PARK DISTRICT) — — ..— ..— ....— .... —.. —.. — �1 -- —.. —. -------- - - - - -- PARK SGNTIFICATION APTAKISIG - - -- � I _ VACANT (VILLAGE 0 BUFFALO GROVE .35U MIN a 10 I I i / ' 1 1 � I EXISTING PATH I �I 1 1 41 �I EXISTING I SINGLE FAMILY ATTACHED I (DUPLEX) (R--7 ZONING) I I N V E W� S 0 20 40 80 A N I D m ummwiv 0 r PJG Hrr u 0 T JPG CHK D BY SCALE o ri w RFV AS SHOWN W �� PRELIMINARY ° x 0 ' nM SITE PLAN TOTAL) a 0 Z 0 1a YGRgU AREA ii mmFi MAINTENANCE oil: I 0 MBIt ,REA 45' 1 1 MINIATURE BUILDING PADS L DETEI w 0 1 . VIEWING AREA 8' HIGH FENCE 1 �t 1 EXISTING DETENTION (VILLAGE OF BUFFALO GROVE) SAFETY � TOWN d 10' HIGH BACKDROP PANELS 24' G M E DETENTION / A �\ ❑ F1 •�J' TEE IDENTIFIED FLOOD PLAIN LIMIT I E g � � > qAT B O C Ci TEE roicorr i C\ HOLE . I RISBEE � \ WE 'LE GOLF HOLE \ \ � z \ TEE \ 3 \ t. EXISTING WATER PUMPING STATION S9O ?r•\ (VILLAGE OF BUFFALO GROVE) \ \ TWIN CREEK PARK BUFFALO GROVE PARK DISTRICT 530 BERNARD DRIVE BUFFALO GROVE, ILLINOIS i I I I166.00 1 1 I I EXISTING ONE —STORY I 1 I j i COMMERCIAL (B -3 ZONING) I I 1 , I 01 I L1 I ml I , i I I I 1 I I I I I I I 1 1 I II 1' I I i I I I I � I I I I I \ I I \ \ I \ \ t \ t \ \ I 1 \t 1 I TWIN CREEK PARK PRILIMINARY SITE PLAN 6.94 ACRES THESE FOR THE FOLLOMNG RJIRPOSE ONLY, • •� AS INDICATED 10�� OREVIEW ONLY IIIIIIIIII'- IIIIIIIII, DPERWT ONDDING ■ 1111 °'fill REVISION /ISSUE ARCHITECTS PLANNERS ENGINEERS GROUNDWORK, LTD. 1051 PERIMETER DRIVE, SUITE 1110 847.413.0300 SCHAUMBURG, ILLINOIS 60173 FAX 847.413.0314 COPYRIGHT © 2003