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NOTES z <br /> 1. AREA TO BE DISTURBED BY CONSTRUCTION ACTIVITIES 1S APPROK 2.3 ACRES Z LU <br /> 2. PROPERTY IS CURRENTLY ZONED PD-PLANNED DEVELOPMENT PER ORDINANCE 2011-62. yY <br /> 3 PARKING AND DRIVEWAY AREAS TO BE CONSTRUCTED OF 6-STONE,J-ASPHALT OR 5-P.C.C. EE <br /> 1 p CONCRETE ON 4•G LIPAC <br /> -6 COIFD BASE. 8 ffi <br /> j .fes 'tri 4. ALL EARTHWORK.STORM SEWER MATERIALS AND WORK.PAVING MATERIALS AND WORK TO BE K <br /> 00 1 _ _ DONE IN ACCORDANCE NTH THE APPILICABLE SECTIONS OF THE ILLINOIS DEPARTMENT OF LU <br /> 1V _ -- 6 6 NO TRANSPORTATION <br /> OF R CONSTRUCTION ER ITEMS TO BE DONE IN <br /> VDI •L------- <br /> ---------------- <br /> ACCORDANCE WITH Ott DECAL U ON STANDARDS 'old I. <br /> ACCORDANCE WI (DOT)OF DECEST TURSTAGOND SUCTION STANDS.ALL OTHER a <br /> _. TU 5 <br /> __- 6•.yy ��� <br /> _ �___ <br /> --------------6T�2. <br /> 1"1 6••WM a p---_---- ; 5. RIGHT OF WA IS ALL <br /> WORK IN FOR OBTAINING ANY AND ALL PERMITS TO WORK ON R PUBLIC <br /> F_-- -6•_YM s WAY.ALL K I U YTH T Y T WHO <br /> L RIGHT OF WORK N PUBLIC RICHT OF WA S BE GONE 8 A CONTRACTOR IS <br /> O I ---- DCENSED AND BONGED BY THE Ott OF DECATUR. TME APPROVAL Qi THE SIZE PLAN ODES <br /> --- '�«cNoNOT CONSTI1UlE THE ARPROVAL FOR THE CONTRACTOR TO DO MORK N RUBRIC R(AIT aiO-M! Rowma FILLFORBACKFILL) �'a LNoWAY NITHWT SAID PERMITS ,I___________________________ CE-8•P.CBASE COURSE i'w'PHALT IN ACCORDANCEMT"CITYALL RADIUS DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.ALL OTHER <br /> CATUR CGHSTRICTDIN DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.400 SY OF/3yDt - �\ ENLOW DRNE <br /> RIP RAP ON 7. TOTAL SITE AREA-9.51 ACRES. 0-1.111111 <br /> FABRIC MA RI <br /> ALL DRIVEWAY APPROACHES TO BE CONSTRUCTED OF W P.C.CONCRETE. <br /> 9. ALL CUTS IN EXISTING CONCRETE,ASPHALT OR CURS SHALL SE SAW CUTS, <br /> O� Pa RPo5E0 <br /> VALVE, <br /> TAPPING \ \ \ ` \ \ ` 10 RE RED. SHALL OBTAIN LAND DISTURBANCE PERMIT AT 11ME OF CONSTRUCTION IF <br /> S PROP. <br /> 'OS U Is 11TH ` <br /> PROP.6•VALVE \ \ \ 11. A NPDES PERMIT SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION ACTIVITY. <br /> Fe STORM N H PROPOSED ,ry 12 -i, PROP.FIRE HYDRANT \ \ <br /> RL4-66055 \ DEIENTON 3r 12 ALL CURB SHDWN SHALL BE B'B-12 CONCRETE CURB AND GUTTER- <br /> FL 36•-657.0 POND 0k ` \ \ <br /> 1J ALLRWITHIN 2 FEET OFA PAVED SURFACE SHALL BE GRANULAR BAOKFlTH <br /> G MATE <br /> ILEO N <br /> 90(F \ \ ` <br /> -8 MATERIAL AND CA-9 MATERIAL,UNLESS IN RIGHT OF WAY Md USE ROWABLE FILL <br /> II <br /> is 1 <br /> 14. SITE BENCHMARK TO BE SET <br /> E%36STORM <br /> SEWER 15, PROPOSED GRADES ARE PAVEMENT GRADES UNLESS OTHERWISE DESIGNATED. <br /> BE REMOVED 9 1 1 16. ALL ROOF DRAINS SHALL OUTLET ON SPLASH BLOCKS OR PAVED SURFACE OR INTO STORM <br /> ST dRM M.H1 SEWER. <br /> \ R4=66170 / �� 1G5 <br /> R -6576 ==\ u 36- 1 17. <br /> 38• THE EARTHWORK CONTRACTOR SHALL STOCKPILE ENOUGH TOPSOIL TO FINISH GRADE ALL <br /> E STOII ,M\ -` \ \ AREAS TO BE SEEDED WITH 6 INCHES OF TOPSOIL MATERIAL L AREAS DISTURBED AND NOT <br /> I II RI <br /> NEW M ALL <br /> PROPOSED FOR PAVING <br /> 386570' SEEDING MUST DONESHALLBE SEMEDACCORDANCE <br /> WIT DOON <br /> FL 30 DAYS OF GRADING AS IREGUGPCNS. S. <br /> 'STE RM _ 1 <br /> f k <br /> (� SEWER _ 1 <br /> TO BE REMOVED ` 18 THE EARTHWORK CONTRACTOR MUST COMPACT ALL SUBGRADE BENEATH CURB k PAVEMENT <br /> 1 5II <br /> 14 TO 955 OF STANDARD PROCTOR DENSITY. <br /> U <br /> $ A 1 1 V 19 EROSION CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH TEPA <br /> FL -669.84E%STORM INLET GR1'--�� SPECIFICATIONS AND THE APPROVED SWPPP. <br /> FLWSE-687 74 <br /> -- _ FL NW.SW-6659 } 1 1 20 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL k DISPOSAL OF ALL CONCRETE <br /> I �/ ,_LO BE-ED � � 1 ASPHALT,TREES k DEBRIS. <br /> �-I_A`I BUFFER YARD 1 1 1H 21. ALL SEPARATION BETWEEN WATERMNN,SANITARY AND STORM SEWERS TO BE IN ACCORDANCE <br /> 'I 1,1 EEISTNIEN `1 _ PROPOSED 21.45'1 9 WITH TEPA REQUIREMENTS. <br /> POND BERGEN N 22. ADA CURB RAMPS TO BE IN ACCORDANCE WITH[DOT STANDARD NO 424001-06.U+I GENWATOR O A 1 1/ 23 ALL SIDEWALKS TO BE CONSTRICTED OF 5-P.C.0 CONCRETE.II PROPOSED BUILDING <br /> I 1 FN FLOOR an- N 24 ALL WORK SHALL BE DONE ACCORDANCE WITH CITY OF DECATUR CONSTRUCTION <br /> 18,mer O I 1 ; H STANDARDS <br /> 53 LF EX.12• 1 <br /> STORM SEWER _ 1 1 ; 25. BUILDING CONSTRUCTION-TYPE II B(SPRINKLED) <br /> II TO BE REMOVED E%.12•STORM EL STORM <br /> `; SEWER O L(5'N.S 1@M6 1 26. EXISTING GRADES PROPOSED GRADES <br /> TO BE REMOVED -_ FL 36'X,5=0601! <br /> - `K STORM INLET BE I 1 1 1 / O T'4tQ 6 2W <br /> ( T io 1.2;-_11111 <br /> i I6RE 107YEW O 61 L Too ESE oNRED <br /> BE 1 j N 27. STORM DETENTION: DETENTION CALCIS TO BE SUBMITTED WITH DETAILED SIZE PLANS. <br /> h OYO \f 11 1 ` 11 4 26. A MINIMUM OF 10 FEET HORIZONTAL AND 1.5 FEET VERTICAL SEPARAININ REQUIRED BETWEEN <br /> L WATER LINES AND SEWER LINES <br /> E%.STORM INLE - 1 <br /> FL M.67652 / 29 THE INAIERMAIN AND SANITARY SEWER SEPARATION SHALL BE AS PER SECTION 41-201A k <br /> II FL 12•=673.92 O 1 AR REIFASE VAL`tE I 1 Q B OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS. <br /> N p6yg , 1 LATEST ADDITION. <br /> EaSTNC It 30. SIGN PERMITS MUST BE APPUM FOR IN ACCORDANCE WITH CITY OF DECATUR REGULATIONS <br /> HYDRANT TO BE `\ T -� 683 LF 2-FORCE MAN 1 1 ; FOR AN R-5 DISTRICT. ALL SCANS MUST CONFORM TO SAID REOUUTCNS. M <br /> RELOCATED AS SHOWN 11 xx <br /> I 6•W ER SERVICE 0x v � 1 _ 1 <br /> ,L} CONNECTION s FIRE IL. -, j 31. THE RELOCATED STORM SEWER SHALL BE TELEVISED,A CO COPY SHALL BE PROVIDED TO THE o m r <br /> y / DEPT.CONNECT) 41x� \ - - - _ _ _ _ ; 5 CTT FOR APPROVAL AND RECORDS C M <br /> E%12.45'BEN 1 "- 1 Pa I <br /> FL 12'=661I EASING FIRE DEPT. `\\���` _ M) <br /> 1 1 O O <br /> II <br /> PER PLAN 'CONO <br /> NECTION TO BE ` ��`�.\ 1 r <br /> RELOCATED AS SHOWNI \ ° EXISTING BUILDING 1 En <br /> C NEW MANHOLE �Z\ FIN fL00R-893 <br /> 0 O <br /> III \ PROP.6•ffi•TEE a �`o�\ 1 1 1 'S n <br /> PROP.a•vALYE <br /> /. PROP.a•RIM ��' � � a M <br /> 10 <br /> EXISTING <br /> \e\ <br /> \\p L <br /> I) FIN SFLOM u 69*G6 RELOCATED ASSNONN \ING DIHYDRANT 7MSEL I I 1 I / 1 , 11 (( CL«W <br /> BASEMENT FLOOR=67916 PROP.6'ffi'TAPPING `� <br /> 32.500 S, SLEEVE!VALVE \ \`\I 1 1 N/ 1 I I 1 =M U G <br /> PROP.1016'WY `\ STM STM I STM I_I 1 11 I 1 aN U d <br /> PROP.6'VALVE 3 \\ _ _$�M -tt-ASTM STM sN <br /> Ex STORM MH. <br /> 38*S,SS 88.10 <br /> _ -- FL GR STORM <br /> 912N0LET FL 19•Y66610 I� / 1 <br /> FL 112'=686.70 \ \ \\\\ / PUMPING 11 <br /> I PE%,,I PLAN \\ ``\`\ 1 <br /> i \ 11 STATION � _ AN ` 11 <br /> EX STORI/INLET <br /> LINETYPE LEGEND -- FL RaFfie92o \\ <br /> _ 2R-6869 ° --------------- <br /> H - - PERP \ 1 \ FH <br /> --- -DroMa9e/Publk UtDity \ I-� - , 1 <br /> ______ <br /> Eoaemenl Lhe <br /> -%- _Fence Lka II _ __ _ 1• E%STORM MH / <br /> EXISTING BUILDING ------= A F EXISTING BUILDING 1 1 <br /> 9 6 - 16'N.S-fi]4 88 1 <br /> -E%istin Lot Linea L GIR-en.90 V, <br /> -Bueding Setback Line 1 Y_ / 1 I L <br /> `�I / / 1? FIN FLOOR=669.53 1 1 GIN FLOOR 6923 Z 1 11 <br /> i <br /> oXI <br /> -CentI- f 16 i �.`I i °/� �% ` I m 11 lI`1 <br /> -- -Sectlan Un. I_____ I � 1 <br /> _ _ 1 <br /> -aE- -0-1,eod Electric I, _ __ i //Q ; i I i i <br /> -RIE- -UrNMrground Electric I}#---- I 1,2/1S�� /'�. ��` I0 L I 1 <br /> st- <br /> r_____ 1 <br /> _Sm tory i ham'. / i ,�' I OI / ______- i S- <br /> ul <br /> \` <br /> -C-binaU_sea« IiII--- --y\='- \\\ 9 I 113 <br /> _ 1 <br /> IHu \\ t I EXISTING BUILDING ________� 1 O 1 I EXISTING BUILDING <br /> -WAR- -Watermoin Lu---' I I I m FIN FLOOR-69052 _ 1 1 1 m 1 <br /> -------/ ; m GIN FLOOR 8933 1 <br /> 11 <br /> ' f------I <br /> III <br /> LEGENDMAILBOX z <br /> III ILLL <br /> a- SIGN(unlae noted) 1 -- 1 I a > <br /> d- LIGHT POLE -j- 1 �- I Jr,yE %\ _ A Z w <br /> m- TRANSFORMER(unMae rated) - + �� - -•I�T _ ____________________________________ <br /> ®- BEG SERWG PANEL(•Ilea mMa) SHIN ) 1 A N \ - <br /> O- STORM CA TCX BASH / 4_____ ____ _____ ____ _ V m J <br /> Q- SANITARY MANHOLE / \ ____ � IOm WM OOin WM <br /> ------ <br /> • GN RISER . ._ --_-�--------------------- - <br /> t01n WM tOm w LW <br /> - cl <br /> FINE HYDRANT tom WM Tom NEVI toga vAl Torn YAH Q <br /> O"'- SANITARY CLEANOUT 1Dm NM tom WMA Iom YAH <br /> Z -u wXLI mU <br /> •- <br /> GA ME ER f9neaa noted) om WM w H 0 U g <br /> ®- STGtM MAU1aE ____ ________________________________________________________________ _____- w <br /> ------ ------------- �`. Q W <br /> O <br /> o- unurr PGE J <br /> .5 <br /> M- WATER VALVE(IAlese noted) __§-2 ---------------------------------------------------------------------- � A NOTE, � w � <br /> C -TEIFPHONE RISER <br /> E-_GU RE .. CONTRACTOR TO CONTACTJULIE _ <br /> Gos-DOWNSPOUT (1-800-892-0123)BEFORE DIGGING TO F <br /> -TREE-VARIES FROM 6'W SO-DIA 8 LOCATE UNDERGROUND UTILITIES <br /> B eeF� ] <br /> QBUSH NOTEBOLIA 14.00 H ALLL UTILITY LOCATIONS ARE PER UTILITY <br /> WATER METFA(UMev noted) AND CITY OF DECATUR RECORD _DRAWINGS SPECIFIC LOCATIONS WERE pro cNOT DUG UP FOR FIELD VERIFICATION 110 <br />