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HomeMy WebLinkAboutBoards & Commissions Supporting Documents - 04/02/2019 - Zoning Board of AppealsSources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China(Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and the GIS UserCommunity I 0 500 1,000250 Feet1 inch = 500 feet EXHIBIT 1 DSGN.CHKD. DATE PROJECT NO.CLIENT TITLEBCBChristopher B. Burke Engineering, Ltd.9575 West Higgins Road, Suite 600Rosemont, IL 60018(847) 823-0500 / FAX (847) 823-0520 1-2-19 JLW 16-0597.00020VILLAGE OF OAKBROOK - N:\OAKBROOK\160597.00020\GIS\Exhibits\Exh2_Location Map.mxd Legend PROJECT LOCATION PROJECT LOCATION MAP Page H. Page I. 300+00 301 302 303 200+00 201 202 203 204 205+00 206 207 208 209 100 +00 101 102 103 104 105+00 10630'R 30'R30'R 30'R 30'R 30'R1000'R1286.5'R1 5'R12'R 12'R 4. 5'R4. 5'R4.5'R 4.5'R5'R5'R 15'R 5'R3'R3'R7'R 7'R 7'R 16 0'R60' 180' 60' 35' 34'27'27' 27'18'27'18'27 ' 9' 9'9'18'27'18'27'35'25'70'25'35'34'2 7'25'R25' R 13.5' 13.5'13.5' 13.5'13.5'30.5'31.5'95.5'128.5'LIMITS WETLAND BUFFER WETLAND BUFFER WETLAND TYPE M-2.12 CURB AND GUTTER, TYPE M-2.12 CURB AND GUTTER, MANUAL SWING GATE COATED CHAIN LINK 36 LF - 8' HIGH VINYL MANUAL SWING GATE COATED CHAIN LINK 32 LF - 8' HIGH VINYL COATED CHAIN LINK FENCE 214 LF - 8' HIGH VINYL CHAIN LINK FENCE VINYL COATED 500 LF - 8' HIGH CLIENT: DRAWING NO. SHEET OF TITLE: NO.DATE NATURE OF REVISION FILE NAME N:\OAKBROOK\160597.00020\Civil\PLN_160597.00020.sht CHKD. NM DSGN. PM OG CHKD. SCALE: DWN. 60' 3/11/2019PLOT DATE: 17 nmorelCAD USER: PROJ. NO.160597.00020 MODEL:Default DATE: OAK BROOK, IL 60523 1200 OAK BROOK ROAD VILLAGE OF OAK BROOK LEGEND NOTED. THERMOPLASTIC UNLESS OTHERWISE 2. ALL PAVEMENT MARKINGS SHALL BE CURB (FOC), UNLESS OTHERWISE NOTED. 1. DIMENSIONS GIVEN TO FACE OF NOTES: CURB & GUTTER PITCH-IN M-2.12 CURB & GUTTER DEPRESSED B-6.12 CURB & GUTTER PITCH-IN B-6.12 CURB & GUTTER PITCH-OUT B-6.12 (SEE DETAILS SHEET PAVEMENT SECTION LIGHT DUTY ASPHALT (SEE DETAILS SHEET) PAVEMENT SECTION HEAVY DUTY ASPHALT ON AGG BASE COURSE, 4" CURB, SPECIAL CONCRETE RETAINING SCALE IN FEET 60 0 60 PLN 6 PROPOSED GEOMETRY PLAN STORAGE FACILITY OAK BROOK SALT ROOM MECHANICAL 15'X15' Page J. TOP OF BUILDING ELEVATION = 715.10FINISHED FLOOR ELEVEATION = 667.50TOP OF BUILDING ELEVATION = 715.10Page K. Page L1 Page L -L1.1.1 Page L- Sheet L.2 6576586596596 6 0 6606606606616 6 1 66166166266 2 66266266266366 3 663664664664 66466566566666 6 6666676 6 7 6676676 6 8 668 668668 669 669669670670 670 67 0 6 7 1 6 7 1 671671671 672672672672673673 673 673 674674674675675 675 675 675 676676676676 6766 76 676676 676676677677677677 677677677677 677 678 678678678 679 679679679679680 680681681681682 682682683683684684685685686 686687687 688688 689689690691692693694695"NO PARKING" SHED STEEL 1 STORY BUILDING STEEL 1 STORY CONC. "NO MOTOR VEHICLES" "STOP" STREET SIGN FO GRAVEL SHOULDER"NO PARKING"GRAVEL"NO ACCESS""HANDICAP PARKING""HANDICAP PARKING"CBL FO "HANDICAP PARKING"CONC.GRAVELCONC .GRAVEL GRAVEL GRAVEL CONC.FO EVENT PARKIN G" "N O ATHLETIC POLO DR JOE FULLA N CT BIT. PARKING BIT. PARKING THE GROUND BY CBBEL SURVEY ON 9-19-2018 EDGE OF FLAGGED WETLAND AS LOCATED ON BIT. MILLINGSCONC. TANK OIL STORAGE BIT. BIT. SEPTIC TANK ABANDONED CONC. INV=663 .72 8" PVC CULVERT INV SW 6" CMP=667 .23 INV NE 6" CPP=667 .23 RIM=669 .33 STM 3019 INV W 6" CMP=669 .23 RIM=670 .25 CB 2949 INV=674 .15 12" CMP CULVERT INV=674 .91 12" CMP CULVERT INV SE 12" DIP=673 .54 INV N 15" RCP=673 .41 RIM=675 .59 STM 2830 RIM=678.07 VV 3457 300+00 301 302 303 200+00 201 202 203 204 205+00 206 207 208 209 100 +00 101 102 103 104 105+00 10669 .34 69 .34 69 .00 69 .00 68 .52 68 .52 68 .00 68 .50 68 .50 69 .00 67 .30 67 .80 66 .80 67 .30 67 .50 68 .00 66.50 67.50 67.50 67.50 67.20 67.20 67 .50 68 .00 67 .50 68 .00 67.10 67.10 67.10 67.50 67.50 67.50 67.10 67.10 66 .50 67 .00 66 .20 66 .70 67 .10 67 .60 66.80 66 .50 67 .00 66 .50 67 .00 66 .50 67 .00 66 .20 66 .70 66 .20 66 .70 66 .20 66 .70 67.50 66.30 66.30 66.50 66.50 66.50 66.50 66.50 66.50 66.30 66.30 66.30 66.30 66 .00 66 .50 66 .00 66 .50 65 .70 66 .20 65 .70 66 .20 65 .70 66 .20 67.00 67.00 67.00 72 .00 72 .50 72 .55 73 .05 (78 .50 ) (79 .00 ) (78 .40 ) (78 .90 ) (79 .02 ) (79 .43 ) (79 .00 ) 79 .50 (78.80) 77 .70 78 .20 78 .00 78 .50 76 .20 76 .70 76 .75 77 .25 77 .20 77 .70 77 .80 78 .30 78 .05 78 .55 77 .90 78 .00 77 .00 77 .50 76 .50 77 .00 77 .50 78 .0076 .50 77 .00 76 .50 77 .00 (76 .30 ) (76 .70 ) (76 .20 ) (76 .70 ) (75 .90 ) (76 .35 ) (75 .80 ) (76 .30 ) 75 .30 75 .80 72 .48 72 .98 73 .01 73 .51 72.76 74.78 74 .45 74 .55 75 .03 75 .53 76.49 76 .24 76 .34 76 .74 77 .24 77 .31 77 .41 77 .81 78 .31 77.56 77 .74 77 .8478 .24 78 .74 77.99 78 .03 78 .53 77 .53 77 .63 77.78 76.16 76.94 76 .69 76 .7977 .19 77 .69 (70 .95 ) (71 .40 ) (71.40) (71 .10 ) (71 .60 ) 76 .00 76 .50 75 .65 76 .15 75.50 76 .65 77 .15 76 .20 76 .70 75.95 75 .70 76 .20 75 .45 75 .95 75 .95 76 .20 75.70 74.0 0 73 .75 74 .25 74 .25 74 .75 67 .50 68 .00 67.20 67 .50 68 .00 68.90 69 .15 69 .65 70 .85 71 .35 70.60 7 2.3 0 73 .25 73 .75 73.00 72 .40 72 .90 71.45 70 .60 70 .60 70 .85 (70 .85 ) 71 .15 71 .15 70.35 69.20 68.05 69.70 70.85 71.65 68.55 77 .15 77 .65 76 .55 77 .05 76 .15 76 .65 75 .60 76 .10 76 .20 76 .70 76 .00 76 .50 76 .20 76 .70 75.70 76 .80 77 .30 76 .50 77 .00 76 .20 76 .70 76 .50 77 .00 76 .00 76 .50 76 .00 76 .50 75 .80 76 .30 76 .10 76 .60 76 .15 76 .65 75 .75 76 .25 75.40 7 6. 00 75 .90 76 .40 76 .60 77 .10 P201 P203 P205 P207 P209 P211 P213 P215 P217 P219 P221 P223 P225 P227 P233 P235 P237 S100 S102 S104 S106 S108 S110 S112 S114 S116 S118 S120 S122 S124 S126 S128 S130 S134 S136 S138 S154 S152 P251 P253 EX IST ING 6" WM CONN ECT TO W / 6" VALVE VALVE VAULT , 4' D IA .GR=69 .70 F IRE HYD RANT TO BUILDING WATER SERV ICE 66 65 64 63 62 60 59 58 HWL=61 58 59 60 HWL=61 62 62 TOP OF BERM = 62 61 60 596665646362605958HWL=61585960HWL=616262TOP OF BERM = 626160595857NWL/BOTTOM=56.5 57 57 NWL/BOTTOM=56.557NWL/BOTTOM=56.557NWL/BOTTOM=56.5 61.00 61.00 BASIN SEDIMENT 3' DEEP BASIN SEDIMENT 3' DEEP ELEV = 661 .00 OVERFLOW AT 10' W IDE BASIN 71.00 70.50 75.75 76 .20 76 .70 BUFFER WETLAND LIM ITS WETLAND BUFFER WETLAND P229 T /WM=671 .50 B /STM=673 .00 CROSS ING LOWER WM T /WM=665 .5 B /STM=667 .00 CROSS ING CLIENT: DRAWING NO. SHEET OF TITLE: NO.DATE NATURE OF REVISION FILE NAME N:\OAKBROOK\160597.00020\Civil\OVERALLGRADING_160597.00020.sht CHKD. NM DSGN. PM OG CHKD. SCALE: DWN. 60' 3/13/2019PLOT DATE: nmorelCAD USER: PROJ. NO.160597.00020 MODEL:Default DATE: OAK BROOK, IL 60523 1200 OAK BROOK ROAD VILLAGE OF OAK BROOK NOTE: PAVEMENT ELEVATION PROPOSED (EXISTING) EDGE OF PAVEMENT ELEVATION PROPOSED (EXISTING) T/C & S/W & EX ROW 53.75 54.25 PROPOSED (EXISTING) SPOT ELEVATION (54.67)LEGEND FLOW DIRECTION DEPRESSED CURB AND GUTTER STONE RIPRAP, CLASS A3 WITH THE WATER MAIN OR WATER SERVICE. IN ADVANCE OF ANY WORK ASSOCIATED 630-728-5950 A MINIMUM OF 24-HOURS OF OAK BROOK WATER DEPARTMENT AT 3. CONTACT DAN LANGE WITH THE VILLAGE 2. ADD 600 TO ALL ELEVATION. OTHERWISE NOTED. PAVEMENT OR FINISHED ELEVATION UNLESS 1. ALL SPOT ELEVATIONS ARE EDGE OF SCALE IN FEET 60 0 60 ROOM MECHANICAL 15'X15' OVERALL GRADING PLAN STORAGE FACILITY OAK BROOK SALT OVERALL GRA 1 1 TOP OF BUILDING = 715.10 BUILDING FLOOR = 667.50 Page M Page N