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N87^1828'E 388.41' - - - - �� _ _ ___ENLOW DRIVt NOTES <br /> A.KIE%ISnNG WAD BUILDINGS-SPACES REWIRED O 2 PER UNIT-12 UNITS=24 <br /> I. <br /> PARNO <br /> 2 <br /> -SPACES PROVIDED=48(INCLUDES GARAGES AND W <br /> � we.A•�e� DRIVEWAYS) � <br /> B 1p EMSnNGR91NBED NUR9NGRMOMOED SPACESREQUIREDOEI FPER 4 BEDS+1 PER 2 Z O <br /> l0 EMPLOYEES - <br /> \ \ \ (20 EMPLOYEES) 33 <br /> i a <br /> .00' U/I_ � 2.PROPOSED 20 BED CARE FACILITY-SPACE REWIRED O 1 PER 4 BEDS+1 PER 2 <br /> PROPOSED STORM R29 \ N0v \ \\ \ \ (B EMPLOYEES)-9 rc <br /> SEWER EASEMENT OIC 3.SPACES PROVIDES-52 E%ISTNG+15 PROPOSED=121(INCLUDES]HANgCAR) <br /> o \ EXISTING STORM �\ R29.00' s 8500' <br /> i I \SEWER EASEMENT C - 2. AREA TO BE DISTURBED BY CONSTRUCTION ACTNnES IS APPROX.25 ACRES. <br /> s �• <br /> 3. PROPERTY IS CURRENTLY ZONED: PD-PLANNED DEKLOPMENT PER ORDINANCE 2011-62. <br /> R5.00' L 4. PARKING AND DRIKWAY AREAS TO BE CONSTRUCTED OF 8'STONE,3'ASPHALT OR 5'P.C.C. <br /> R4.00' tBBp 1 n CONCRETE ON 4'CA-6 COMPACTED BASE m <br /> \ 19 9 1030 76�440•E 109, "/ -R4.0 000 AZA 6 1 (7 5 ALL EARTHWORK,STORM SEWER MATERIALS AND PARK,PAYING MATERIALS AND WORK TO BE <br /> DONE IN ACCORDANCE VAIN THE APPLICABLE SECTIONS OF THE ILLINOIS DEPARTMENT OF <br /> _ E TRANSPORTATION(IWT)LATEST STANDARD SPECRICATIONS.ALL OTHER ITEMS TO BE DONE IN <br /> N N7B 6 -��, _ 1, 4.0,V,1\� ZO ,P 1 ACCORDANCE WITH CITY OF DECATUR CONSTRUCTION STANDARDS. <br /> \ . 6 CONTRACTOR IS RESPONSIBLE FOR 011-011 ANY AND ALL PERMITS TO WORK IN PUBLIC <br /> O 16 8' O RIGHT OF WAY.ALL WORK IN PUBLIC RIGHT OF WAY MUST BE DONE BY A CONTRACTOR WHO IS <br /> Top 6.00' LICENSED AND BONDED BY THE CITY OF DECATUR. THE APPROVAL OF THE SITE PLAN DOES <br /> 133.12' 00' V, ` 9.00' NOT CONSTITUTE THE APPROVAL FOR THE CONTRACTOR TO DO WORK IN PUBLIC RIGHT OF <br /> �``�\� TYR WAY WITHOUT SAID PERMITS. <br /> 1 ] ALL RADIUS DIMENSIONS ARE TO BACK ES CURB UNLESS OTHERWISE NOTED.Nl OTHER <br /> 9.00' DILL RADIUS <br /> ARE TO FACE OF CURB UNLESS UR UNLESS <br /> NOTED. <br /> 14 , B. TOTAL SITE AREA-9.51 ACRES <br /> G <br /> 4 N <br /> 7 R4.00' 1 ��It 9. ALL DRIVEWAY APPROACHES TO BE CONSTRUCTED OF 8'P.C.CONCRETE <br /> `?001" N 1 10. ALL CUTS IN EXISTING CONCRETE,ASPHALT OR CURB SHALL BE SAW CUTS. <br /> Ki <br /> '� <br /> 11. CONTRACTOR SHALL WEAN NAND d5111RBARCE PERMIT AT TIME OF COISTRUCTdN IF 500� 1 1, REWNRED. <br /> Sal BUFFER YARD �! gym. 15.00' 12. A NPDES PERMIT SHALL BE OBTAINED PRIOR TO ANY OONSTRUC71ON ACTIVITY. <br /> i e 13. ALL CURB SHOWN SHALL BE B:6-12 CONCRETE CURB AND GUTTER. <br /> 1 PART OF EXISTING STORM 0 1 1 <br /> ! SEWER EASEMENT TO BE EMERGENCPROPOSED ` o I 14. ALL TRENCHES WITHIN 2 FEET OF A PAVED SURFACE SHALL BE GRANULAR BACKFILLED MIM <br /> j VACATED. GENERATOR ` �! ` 1 , 1 G-6 MATERIAL AND G-9 MATERIAL UNLESS IN RIGHT OF WAY THEN USE FLOWABLE FILL <br /> PROPOSED BUILDING / , 1 1 1 15. SITE BENCHMARK:TO BE SET <br /> 84.67' FIN.FLOOR x'78.00 0/' 1 R4.00' 1 1 n IN 16. PROPOSED GRADES ARE PAVEMENT GRADES UNLESS OTHERWISE DESIGNATED. <br /> 16.780 SF <br /> 1]. ALL ROOF DRAINS SHALL OUTLET ON SPLASH BLOCKS OR PAVED SURFACE OR NTD STORM <br /> ! 1 SEWER. <br /> lR30.00' 1 / 18.THE EARTHWORK CONTRACTOR SHAT STOCKPILE ENOUGH TOPSOIL TO FINISH GRADE ALL <br /> .00' R4.0 9 1 AREAS TO BE SEEDED WITH 6 INCHES OF TOPSOIL MATERIAL ALL AREAS DISTURBED AND NOT <br /> R10.00' <br /> R4.�0' p II PROPOSED FOR PAYING SHALL BE SEEDED IN ACCORDANCE WITH PA SPECTIONS. S, ALL <br /> J 1 1 I SEEDING COST BE DONE WITHIN 30 DAYS OF GRADING AS PER NEPA REGULATIONS. <br /> 11.00' 0 1 $" R10.00' 1 I O 19. THE EARTHWORK CONTRACTOR MUST COMPACT ALL SUBGRADE BENEATH CURB a PAVEMENT <br /> !�� O ] (iO 11.00' 114.00' I TO 95X OF STANDARD PROCTOR DENSITY. <br /> I 20. EROSION CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH IEPA <br /> T! rl4.� 2 <br /> _l I� 1 SPECIFICATIONS AND THE APPROVED SWI'PP. <br /> 1 I 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL G DISPOSAL OF ALL CONCRETE. <br /> I{ 1 ; ASPHALT,TREES h DEBRIS. <br /> 4.50' ,yb' RS`S' 1 <br /> sB 1 22, ALL SEPARATION BETWACCORDANCEWATERMN.SANITARY AND STORM SEWERS TO BE IN ACCORDANCE <br /> N17H EPA REQUIREMENTS. <br /> 8..67' ++ R4.50' 1 p 23. All CURB RAMPS TO BE IN ACCORDANCE WITH NWT STANDARD NO.424001-06 <br /> eOp' 'y 00. , 4.00'-I 18. , ; z4 ALL SIOEWAIXS TO BE CONSTRUCTED a 5'P.C.C.CONCRETE. <br /> II / •. B 1 1 25. SIGN PERMITS MUST BE APPLIED FOR IN ACCORDANCE WITH CITY OF DECATUR REWAnWS <br /> WALL 1 1 1 FOR AN R-5 DISTRICT. ALL SIGNS MUST CONFORM TO SAID REOUUTION& <br /> \Q3o.00' \ 1110.001 1 EXISTING I 26. A DETA6ED SITE PLAN AND BUILDING PLANS MUST BE SUBMITTED FOR APPROVAL TO THE iN! <br /> b' \ 1170.00'\ • XISTMG PROPOSED PROPERTY <br /> Ott OF DE MR BEFORE ANY CO DETAILED <br /> ST CAN BEGIN. THIS SITE PUN IS ONLY FOR ETHE <br /> / \ TRANSFORM Co DART(EYP) LINE I ZONING OF THE PROPERLY. THE DETAILED SIh PLAN MUST GENERALLY BE IN ACCORDANCE .0.. <br /> \ CONCRETE RIO. 1 NEBe11'OBeE 211. .' ; N WITH THE APPROVED PLANNED DEVELOPMENT. <br /> \\ <br /> PAD <br /> \ 1119.00 \ N I Q 27. A SUBDIVISION PUT MUST BE SUBMITTED FOR APPROVAL TO THE CITY OF DECATUR BEFORE C» P) <br /> I C ANY CONSTRUCTION CAN BEGIN �'a I <br /> P 10.00' I1130.00' \ R9'50 1 m 016 8:6-12 CdG EXISTING BUILDING ze. BUILDING CONSTRUCTION-TYPE 6 B(SPRINKLED)Y mn <br /> 9\ (TYP) FIN FLOOR= 1 I 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF DECATUR CONSTRUCTION <br /> Z IF•• / `h\� EYP. 6893/ 1 ; STANDARDS. O w <br /> UUWII Yom\ W. �T 1 r�F "rI <br /> 1149.50' <br /> Z � � \� \`a � I G '.l q <br /> 1 °ENDO <br /> m a 10'X12' PROPOSED'NO \\ j ' I 1� 1 u`Dr n <br /> iAl b TMRAA RY PARKING SIGN'EYP. \\\\R5.00' \ \ I 1 Hn 1 1 1 Z ;L` <br /> ENCLOSURE \A\ - I I 1 y„M, � a <br /> �. I I 1 o..w.rr (ru.��aao�r�r Wj'll"T��. p p M <br /> EXISTING BUILDING \ i 1 1 1 "4 re '�"•mnw'"Ae. (u•..eN" Mrl nx nM1a n <br /> cE <br /> FIN.FLOOR=691.16 0 I I I 1 <br /> BASEMENT FLOOR=67916 \ $6`• 11 �'�\\Y I I <br /> II 32,500 SF \\\ \ PROPOSED LOT LINE TO 1\\j I I 1 I I 1' 1 1 1 m RESERVED 12" <br /> \\ BE DETERMINED BY I I I \ / I I I 1 <br /> ' R4�-f0 \\�N"�ybh�? \ \ ATBAI LATER DATE <br /> ; <br /> 113.002, \\ \\ \I ^ti I -.FT <br /> NA 1 PARKING <br /> ��-/r---- 9 N30W'54'W ;I 1 X250 FINE6. <br /> 41.10' \f OT /I <br /> 1 1 1.51 <br /> I � '\ 0 \ \ I Nl awauo_..R Immaam <br /> IF � B:6-12 cec o \ \ --_ i i it <br /> F1\ (TYP) 6 mom?], \\ \f \\ \\ -------------^\ 1 ( 1 i wears auu ee.uMim arta eegE..rNa <br /> IL <br /> ---- \� `d \\/\ \\, `) +I / i 1 1 .nmm N..aw'c'a:av ooalua ois.Av�r aw. " inn„ <br /> 1� <br /> MmW Nn,e AL aAwr4P eAws <br /> R5.00' <br /> II ------j 1 1 LINETYPE LEGEND <br /> EXISTING BUILDING ------ 1 EXISTING BUILDING 1 <br /> FIN FLOOR= 689.53 I A FIN.FLOOR= 692f 1 ___ -Drainage/PVEIic Utlllty <br /> 1 ,6 f / / ; . 1 1 1 1 1 EanmNnt <br /> ��\ ' /8 I ' I I 1 -x- _Fence Llne „�CWI."' <br /> r----- i 115.00' 1 W i ---' 1 <br /> r r / I ________\ 1 1 -Eaietln9 Lol Llnee <br /> // <br /> I Bunning S U000k une <br /> -centm,.. <br /> / U- <br /> /2 \ NA a 1 1 _ LEGEND __ <br /> Z%�� �. I® I I 1 �' 1 --- -5ectim une Z Z <br /> _ g3 -------- - - <br /> / MAUX1% Property LMe W <br /> T__.__ I / / �.\ \♦ I W w 1 1 Z SIGN(Mess noted) ---^%- -oaemeaa Electric D <br /> i QQ <br /> LU 1 1 1 ❑- UGHT POLE ter- -UntlergrounE EI-td, d a O <br /> -- <br /> I�(I{I -------------------- 8 a / I _ _! / m- TRANSFORMER(uMm noted) -sA� -Sonitery S.- <br /> I, U_ m •='N <br /> L IJ_=__ I -------- 1 EXISTING BUILDING 1 D_' <br /> Ilf \ EXISTING BUILDING n O 1 Imo_ -PAID.(uWao, a) --sllr- -Stam Sewv Q C Z <br /> I 1 S FIN.FLOOR= 690.51 ___.____U I m I _ _ W <br /> e _ <br /> F _ __ C ; '_ FIN FLOOR= 693t Q_ SANITARY VRISµANHOLEN _yam -Watami sin Sever 0 W Q LU W Q F <br /> PROPOSED'N I / I ` j �'' / SAMTMY CFANWT -w- -Waty S"'* w W�'m U <br /> I® I / 1 , O°� +H++F -RaArootl Tracks O 0 U <br /> I I I I I I 1 I I ARKING ES'GN EYP.I - I 1 --'' - GAS METER(uMm noted) W 0 W <br /> STORY MANNGE Q U O >� <br /> - - _ _-__-_-_ - URUtt PONE NOTE J > <br /> 2J' BUILDING SETBACK I 115.00' I ; 1 m _WTEEPHOJE RISER m noted) CONTRACTOR TO CONTACT J U L I E W a <br /> F-GUYWRE (1-800-892-0123)BEFORE DIGGING TO TTI = Do <br /> LOCATE UNDERGROUND UTILITIES F <br /> C"-DOWNSPOUT <br /> PROPOLLSE_D LODGE SIGN / 11\\ <br /> L EE-VARES FROM 6'to 30'DIA NOTE eat405.80' SEE NOTE X25 233.81' B - - - -- rnTv <br /> 38 8941 __ ODEN DR ---------------- -N ` - sx�� ALL UTILITY LOCATIONS ARE PER UF Try AND CITY OF DECATUR RECORDTER METER(uMm not DRAWINGS SPECIFIC LOCATIONS WERE a no. <br /> L_____-___-_______ ___J <br /> __________7 \ ______ <br /> ` ` ' NOT DUG UP FOR FIELD VERIFICATION 11044 <br />