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Layout and Paving PlansMATCH EXISTING CURS AND GUTTER (TYP) �"•, ;.;� MATCH SIDEWALK aF' TO EXISTING (TYP) 86.18 CURB AND. 25'R GUTTER ALONG RECYCt1NG BfN-AND MIDWEST ROAD wnnnL N 5.066.44 SEE TRASH CORRAL DETAIL SHEET j 10'R E 5.084.50 FOR MORE INFORMATION McDONALD'S "DIRECTIONAL SIGN. SEE DETAIL ON 10' PARKING SETBACK_ TRANSITION TO SHEET C6.0 86.18 C & G _ � RELOCATED V PACE BUS 11' 21.5 15 6 d TYPE -45114 o.6.% STOP SIGN Q 2. Q F t t5.E _r Y SIGN R1-1 ci %i ti m © LANDSCAPING SUMMARY Z o a, " DOES NO ST, OP_..W4-4P DIFFERENCE a' "DO Ni .... OVERHANG.-, (TYP) gCSIGNIBLE STALL rLD L� \\\ \\Q\\ SIGN _ � E 58'1 a � 12.5'1 OR�ENTAL- AM 'e 1 t tE L ......._ .............- LAY06240.17.dgn 1/20/2009 8:58:28 AM MCDONALD'S "DIRECTIONAL"? SIGN. SEE DETAIL ON SHEET C6.0 i € I. DETA TILE WARN IP (TYP) 'R L" CONCRETE.*m TRANSFORMER PAD -1 20'R-7 MENU BOARD HWL 697.30 NATURALIZED STORMWATER MANAGEMENT FACILITY 5 C_688.. NWL 689.0 !! RETAINING WALL (TYP)�� i \ \ \ \ \ 3'R 3 ii i d 10'R o.6.% STRIPING AT EDGE OF CONCRETE Q 2. Q o r t t5.E _r Y SIGN R1-1 ci %i E t r LEFT TURN ONLY :. t LANDSCAPING SUMMARY CROSS TRAFFIC a, " DOES NO ST, OP_..W4-4P DIFFERENCE a' "DO Ni ENTER L� \\\ \\Q\\ SIGN _ � E 58'1 a � 12.5'1 s 'e 1 t tE E ,9 D B6 BARR I E s x \, Il CURB { :TRANSITION Gm TO 1SC URSE. CA TYPE B SN 1. 86.18 C 4 0 1 1SUBGRADE LAY06240.17.dgn 1/20/2009 8:58:28 AM MCDONALD'S "DIRECTIONAL"? SIGN. SEE DETAIL ON SHEET C6.0 i € I. DETA TILE WARN IP (TYP) 'R L" CONCRETE.*m TRANSFORMER PAD -1 20'R-7 MENU BOARD HWL 697.30 NATURALIZED STORMWATER MANAGEMENT FACILITY 5 C_688.. NWL 689.0 !! RETAINING WALL (TYP)�� i \ \ \ \ \ 3'R (TYp 6" YELLOW DRIVE-THRU REGULAR SPACES = 49 10'R o.6.% STRIPING AT EDGE OF CONCRETE Q E i E€ i ACCESSIBLE SPACES = 3 1"R ci %i _. 3]j3 t LANDSCAPING SUMMARY F� 3 a, PROPOSED LANDSCAPING = 23.439 SF (34.7X) DIFFERENCE = +8.812 SF (13.1X) 2" HMA BINDER COURSE l L� \\\ \\Q\\ ° C.O.D. _ � E s •D` D • E s ) 1 t tE HEAVY 1UTY ,9 D B6 BARR I E t, li \, Il CURB 10" AGGREGATE BASS7E 1SC URSE. CA TYPE B SN 1. 1 1SUBGRADE p a,. D ' PRE-SELL BOARD r Y m 6" BARRIER CURB r SEE DRIVE-THRU DRIVE-THR' Ln DETAILS C7.2. GATEWAY U Z TRANSITION. Y ¢ FROM 86.72 a 20'R C&G TO B6 CURB p 5'R \-3'R -CONCRETE ") 7 �STAMPEO�Eo CONCRETE WHEEL STOP ""DRIVE THRU"" ARROW fTYP.) - VERIFY PATTERN ITYP) �i CHASE BANK ONE-WAY WITH OWNER ® SPECIAL DEPRESSED J© ;,, LL Q N LL DIRECTIONAL SIGN, R6-2 CURB AT ALL ACCESSIBLE ti LL AIR, 4" WIDE WHITE SIGN v -+_ RAMPS (TYP) PAINT (TYP) 3 R \ CHASE BANK DIRECTIONAL SI N 10'R in 4'R d 9 `41'R ` N m II 'DO NOT NTER STOP SIGN R1-1. 10' PARKING SETBACK SIGN 15• RIGHT TURN ONLY R3 -5R 86.12 CURB AND CUTTER fTYPI R5-1 CROSS TRAFFIC DOES NOT STOP W4 -4P ` EXISTING FEN( AND .... ETAIN 1N( TO REMAIN UNI 12' EXISTING UTILITY EASEMENT TO BE VACATED _ .. ,U, `rte : x k"I ",I! I ICDONALD S ilRECTIONAL SIGN. SEE DETAIL IN SHEET C6.0 NO LEFT TURN" SIGN. R3-2 DO NOT :$LOCK NTERSEC:T;I'.ON" SIGN. 10 7 .. ... ....... _= STEPS FOR PATHWAY. :.. \ 25' .. E 1. i -------- R._. 10'SEE LANDSCAPING PLANS EXISTING RETAINING WALL �;:' B -B _ MATCH NCW EXISTING \;N 4.871.45 -. ... .:.::..... _._,_....___ FOR DETAILS ... TO REMAIN __. CURB AND' ... .. .._.. ... .. - , .. E 5..086.8'7; ._.... .: _.....- ._::.: _ - ... GUTTER (TYP). - ' MATCH SIDEWALK:. .._. tO...R..... ..;, ..... 3; 20 R 'I �% TO EXISTING (TYP'1: '::::.,\ _ ,. ._f,i '£t € :�. `^ LAID... PROPOSED EDGE OF:. PAVEMENT) SIDEWALK O Q' � REGULAR SPACES = 49 BY DUPAGE o.6.% (TYP) -w Q E i E€ i ACCESSIBLE SPACES = 3 t ci %i 3]j3 t LANDSCAPING SUMMARY F� 3 = 14.627 SF (21.7X) PROPOSED LANDSCAPING = 23.439 SF (34.7X) DIFFERENCE = +8.812 SF (13.1X) 2" HMA BINDER COURSE l L� \\\ \\Q\\ • ATSY EP _ � E s SN 2.3 1 E s ) w m t tE HEAVY 1UTY •PAVE. MIX I'll 1 t, li Il , i 20 1"-20' SCALE 0 20 NOTES: 1. AT TIME OF SURVEY MIDWEST ROAD WAS UNDER CONSTRUCTION. HALF -TONE FEATURES REPRESENT FIELD CONDITION AT TIME OF SURVEY. PROPOSED CONDITIONS ARE INTENDED TO MATCH PROPOSED MIDWEST ROAD CONDITIONS BY OUPAGE COUNTY DEPARTMENT OF TRANSPORTATION. THESE PROPOSED CONDITIONS ARE SHOWN BY A DARKER HALF -TONE LINE WEIGHT. CONTRACTOR TO FAMILIARIZE THEMSELVES WITH CURRENT CONDITION OF SITE PRIOR TO ISSUING A BID. ORDERING MATERIALS AND STARTING WORK. 2. ALL PARKING LOT STRIPING TO BE 4" WIDE WHITE PAINT. 3. ALL DRIVE THRU LANE MARKING TO BE 6" WIDE YELLOW PAINT. 4. ALL ENTRANCE AND EXIT STRIPING TO BE 4" WIDE WHITE PAINT. 5. SEE SHEETS C7.0 - C7.2 FOR THE DRIVE THRU PAVEMENT PLAN. EQUIPMENT PLAN. & DETAILS. 6. ALL ON SITE CURB AND GUTTER IS 86.12 UNLESS OTHERWISE NOTED, SEE SHEET C6.0 FOR DETAILS. 7. ALL CURB AND GUTTER ALONG MIDWEST ROAD TO BE 66.18. S. TRUNCATED DOME DETECTABLE WARNINGS TO BE OF A COLOR CONTRASTING TO SURROUNDING PAVEMENT. 9. ALL DIMENSIONS REFER TO BACK OF CURB UNLESS OTHERWISE NOTED. 10. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 40 iiiia FEET SITE DATA PAIVEMENTLEGEND PARKING SUMMARY SIDEWALK O Q' � REGULAR SPACES = 49 AREA = 1.55 ACRES O W1.11XW1.11 W.W.F. Q CLy ACCESSIBLE SPACES = 3 BUILDING = 5230 S.F. rl`���,Y�19__COMPACTEDSUBGRADE TOTAL SPACES = 52 LANDSCAPING SUMMARY EXISTING LANDSCAPING = 14.627 SF (21.7X) PROPOSED LANDSCAPING = 23.439 SF (34.7X) DIFFERENCE = +8.812 SF (13.1X) ORNAMENTAL FENCE 1-1/2" x 1-1/2" ANGLE RAILS 2"x2" METAL POST WITH POST CAP 7• '1z' S METAL 1 1/2 x 1-1/2" ANGLE RAILS CL 33 3 3" TYPICAL ,. OL I D PICKET PAIVEMENTLEGEND Y 00 Y SIDEWALK O Q' � P.C.CONCRETE O W1.11XW1.11 W.W.F. Q CLy ,1 A�G!E�AIE BASE rl`���,Y�19__COMPACTEDSUBGRADE COURSE1 112 " HMA SURFACE STANDARD 1UTY SUPERPAVE. MIX /1 2" HMA BINDER COURSE 1 1 Q O \\\ \\Q\\ • ATSY EP to N 1 -GCAAAE15 8 SN 2.3 1 W pm -A 1 / 1 ) w m COURSEEE HEAVY 1UTY •PAVE. MIX I'll 1 BINDER III-.• 1 1 10" AGGREGATE BASS7E 1SC URSE. CA TYPE B SN 1. 1 1SUBGRADE CONCRETE PAD 8. ACCESS DRIVES D, D, 8" P.C. CONCRETE WITH 6"x6" W2.9xW2.9 W.W.F. 0 0, 4" AGGREGATE BASE \\ COURSE. CA -6. TYPE B \�\\�i\�� COMPACTED SUBGRADE CONCRETE DRIVE -THRU D D 6" P.C. CONCRETE WITH 6"x6" NO. 10 W.W.F. D D 4" AGGREGATE BASE COURSE. CA -6. TYPE B COMPACTED SUBGRADE OUTDOOR SEATING AREA MIDWEST ROAD PATCH VERIFY SURFACE �FINISH ,W/^OWNER W7.11XW7.11 W.W.F. 4" AGGREGATE BASE COURSE. CA -6. TYPE B COMPACTED SUBGRADE MATCH EXISTING PAVEMENT rn 9 N O CD }I Q m 0 LLLL 0 Z Q Z ~ O }D d Z U � to O 0 LU Q a D Li 0 J J LU LU a rn CD w m H O QQ C3 W r � w C to O x a) O La w `g > O y Q J O(4 E E N - 0 0 p o C N _ N 04 m 4) d 0) 0. co 'O d' U E� -CNCNm o 0U)-0 > O N 0 0 0 3 0 m m 0 co m 3 'y > h co co 3 m t \ c. m ` o d w > a a W y CL > 0 T J O N 0. o onod&oy o - J J ao2-�uyo DooE--(r (c o m a 2 y Q O U C d U /w) E y '"' 5 N N E 0:5 y O 0� 4 O C V O C U C O c o V% Y L O O `O N 0 CO y c c« 0 Y o m 000 m'm Esc 0'0 0 0 0 _V x y 0 y V C Nc On t p O J~ C U 0 0 N U Q C « U V) .0- 1. C y O N O U C _N O •° 1 .° w O V C D OOU O cY nm �-'`E '+ 0 O J y 0 O y J V n O ; 1 c y q.� o LL o o; o a p o 0 w ® O y O K C W N O j w y V O a ty o y o o d d n'3 0c�h« a � m m m = w zm �N w 'nC4 i fn J 004 3 N 0 wQ w t �O w a0 U) i o J O_ O Z PAIVEMENTLEGEND Y 00 Y SIDEWALK O Q' � P.C.CONCRETE O W1.11XW1.11 W.W.F. Q CLy ,1 A�G!E�AIE BASE rl`���,Y�19__COMPACTEDSUBGRADE COURSE1 112 " HMA SURFACE STANDARD 1UTY SUPERPAVE. MIX /1 2" HMA BINDER COURSE 1 1 Q O \\\ \\Q\\ • ATSY EP to N 1 -GCAAAE15 8 SN 2.3 1 W pm -A 1 / 1 ) w m COURSEEE HEAVY 1UTY •PAVE. MIX I'll 1 BINDER III-.• 1 1 10" AGGREGATE BASS7E 1SC URSE. CA TYPE B SN 1. 1 1SUBGRADE CONCRETE PAD 8. ACCESS DRIVES D, D, 8" P.C. CONCRETE WITH 6"x6" W2.9xW2.9 W.W.F. 0 0, 4" AGGREGATE BASE \\ COURSE. CA -6. TYPE B \�\\�i\�� COMPACTED SUBGRADE CONCRETE DRIVE -THRU D D 6" P.C. CONCRETE WITH 6"x6" NO. 10 W.W.F. D D 4" AGGREGATE BASE COURSE. CA -6. TYPE B COMPACTED SUBGRADE OUTDOOR SEATING AREA MIDWEST ROAD PATCH VERIFY SURFACE �FINISH ,W/^OWNER W7.11XW7.11 W.W.F. 4" AGGREGATE BASE COURSE. CA -6. TYPE B COMPACTED SUBGRADE MATCH EXISTING PAVEMENT rn 9 N O CD }I Q m 0 LLLL 0 Z Q Z ~ O }D d Z U � to O 0 LU Q a D Li 0 J J LU LU a rn CD w m H O QQ C3 W r � w C to O x a) O La w `g > O y Q J O(4 E E N - 0 0 p o C N _ N 04 m 4) d 0) 0. co 'O d' U E� -CNCNm o 0U)-0 > O N 0 0 0 3 0 m m 0 co m 3 'y > h co co 3 m t \ c. m ` o d w > a a W y CL > 0 T J O N 0. o onod&oy o - J J ao2-�uyo DooE--(r (c o m a 2 y Q O U C d U /w) E y '"' 5 N N E 0:5 y O 0� 4 O C V O C U C O c o V% Y L O O `O N 0 CO y c c« 0 Y o m 000 m'm Esc 0'0 0 0 0 _V x y 0 y V C Nc On t p O J~ C U 0 0 N U Q C « U V) .0- 1. C y O N O U C _N O •° 1 .° w O V C D OOU O cY nm �-'`E '+ 0 O J y 0 O y J V n O ; 1 c y q.� o LL o o; o a p o 0 w ® O y O K C W N O j w y V O a ty o y o o d d n'3 0c�h« a � m m m = w zm �N w 'nC4 i fn J 004 3 N 0 wQ w t �O w a0 U) i o J O_ O Z Y 00 Y O Q' � > O �n Q CLy Q � °a Q O °° a J Z O to N M ._ W pm -A V o ) w m .N- O SHEET NO C3.0