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6 Pace Civil Engineering in progress 071420RIP RAPEDGE OF WATER AS OF JUNE 1, 2020TREE LINE (TYP.)EDGE OF WATER AS OF JUNE 1, 2020OF JUNE 1, 2020EDGE OF WATER AS EDGE OF WATER AS OF JUNE 1, 2020& WOODMANWETLAND PER BAXTER 06/09/2020& WOODMAN WETLAND PER BAXTER JUNE 1, 2020WATER AS OF EDGE OF COMED TOWERBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORBORXXXSUPER./ASST. TRANS.16'x22'-8"CONFERENCE ROOM28'x22'-8"LACT.8'x8'BREAK AREASTAIR 2VEST.CORRIDORXXXXXXXXXXXXXXXHWL=606.90NWL=601.20840.0'NO.DATEREMARKSNO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,FILENAME: DATE: JOB NO. SHEET OF PACE BUS FACILITYPLAINFIELD, ILLINOIS14 10096 07/20/2020NSCALE 1" = 40' 40 800 GM XXGEOMETRIC PLANLEGEND 45'R 25'R 65'R 4'R 12'R 12'R4'R 12'R4'R4'R 15'R 4'R7'R 4'R 10'R10'R10'R 35'R 5 0'R7 7'R 4 9. 5'R20'R30'R43.42' R 50'R 50'R 41'R 18'R 4'R 4'R 4'R 4'R 4'R 4'R 2 3 .4 2'R2 3. 4 2'R4'R4'R4'R 4'R4'R4'R 4'R4'R4'R 4'R4'R4'R6'R 4'R 6'R4'R 23.42'R 58'R27' 4'R4'R4'R4'R 4'R25'136' (15 @ 9')217' (24 @ 9')127' (14 @ 9')55' (6 @ 9')208' (23 @ 9') 206' (15 @ 9'+ 7 H.C. @ 8') 109' (12 @ 9')109' (12 @ 9') 9'109' (12 @ 9')8'118' (13 @ 9') 118' (13 @ 9') 23.42' R 23.42' R 9'18.5'24'18.5'8'5'9' 9' 9' 9'9' 9' 9' 9' 9'108.5'10'31'28'18.5'24'18.5'70.24'13'18.5'24'36'24'18.5'36'15' 27'27' 661'400'FUTURE CAR PARKING FUTURE CAR PARKING FUTURE CAR PARKINGFUTURE CAR PARKING72.2' ±232,853 SF. PROPOSED PACE BUS FACILITY 10096GM25'R25'R25'R25'R 31'10' 31'10'10'1'8'121.6'108.5'140.5'20'20'8'13'13'10.6' 5'5'121.6'128.1'94'20'20'8'8'118.5'113.2' 15'10'DEPOT DRIVE (SEE PLANS BY BAXTER AND WOODMAN FOR DESIGN AND DETAILS) DEPRESSED CURB & GUTTER REVERSED PITCH CURB & GUTTER STANDARD PITCH CURB & GUTTER HC RAMP (5' WIDE UNLESS NOTED) CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE PAVEMENT OR APRON PARKING LOT PAVEMENT 154'113.2' 25'25'25' 61.3' PROPOSED FENCE PROPOSED GATEPROPOSED GATE PROPOSED FENCE PROPOSED FENCE 34' CONCRETE PAD 4'12'8'20'25' 4'10'12'26'10'80'PARKING SUMMARY: 6'5'(TYP) CONCRETE STOOP 7'5' 8'27'9' 109' (12 @ 9')8'118' (13 @ 9')10.4' 8'127' (14 @ 9')8'8' 6.6' 6.6' 13.9' 8' 207.4'200.8' DEPRESSED CURB 48' 122.4' 150.4' DEPRESSED CURB 186'74' DEPRESSED CURB 17'25.5'108.7'102'402'45'31' (BY OTHERS) RETAINING WALL (BY OTHERS) RETAINING WALL 85FUTURE PARKING STALLS - 205TOTAL STALLS PROVIDED - 7HANDICAPPED STALLS PROVIDED - 198REGULAR STALLS PROVIDED - 50.4' 27.3' 27.5' 28.1' 57.6' 78.5' DEPRESSED CURB R.O.W. (TYP) DIMENSION AT NOTES: RETAINING WALLS, AND STOOPS 6. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND DETAILS OF THE BUILDINGS ACCESSIBILITY CODE. 5. ALL ACCESSIBLE PARKING SPACE SIGNAGE SHALL CONFORM TO ILLINOIS 4. ALL PAVEMENT MARKINGS SHALL BE PAINT. 3. SEE SHEET GN1 FOR PAVEMENT SECTION DETAILS. 2. ALL CURBS AND GUTTERS ARE REVERSED PITCH UNLESS OTHERWISE NOTED. 1. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. HANDICAP PARKING SIGN N:\Projects\10096\ENG\10096_GM.dgn Default User=iwiczkowski IN PROGRESS - JULY 14, 2020 RIP RAPEDGE OF WATER AS OF JUNE 1, 2020TREE LINE (TYP.)EDGE OF WATER AS OF JUNE 1, 2020OF JUNE 1, 2020EDGE OF WATER AS EDGE OF WATER AS OF JUNE 1, 2020JUNE 1, 2020WATER AS OF EDGE OF COMED TOWER603603603.4603.5603.5603.5603.5603.5603.5603.5603.6603.6604 604604604604604604.0604.2BOR604.3604.4604.5604.6604.6604.6604.7BOR604.96056 0 5605 605605 605 605605605605 605 605 605605605605 605.0605.0605.0605.0605.0605.1605.1605.1605.1605.1605.1605.1605.2605.2605.2BOR605.4605.4605.4605.4605.4605.4BOR605.5605.6605.6BOR605.6BOR605.6605.6605.6605.7605.7BORBOR605.9606606606606 606 606606 6 0 6 606 606 606606606BOR18"RCP FES606.1118"RCP FES 606.21BOR606.8606.8607607607 607 607607607607607607607607607 36"RCP FESBOR607.3607.6607.7BORBOR608608608608608 608608 608 608608 608 608608608 30"RCP FES608.2608.3608.4608.5608.5608.7608.7608.7BOR609.0609.060960960960960960960960960960960960960 9 609 BOR609.5609.8609.8609.8609.8609.9610.0610 6 1 0 610610610610 610610610 610610610610610610 610 BORBORBOR611 611 611611611611 611611611 611611611 611 6116 1 2 612612612612612 612 612 6 1 2 6 1 261 2612BOR613 613 613 613613 6 13STMH613.05STMH613.06BOR614614 614614 6 1 5 615 6156 1 5 BORBOR6 1 6616617 617 BOR618618 618618619619 620 6206206 2 1 621621621622622622623623624624625 625625626626627627628629630XXXSUPER./ASST. TRANS.16'x22'-8"CONFERENCE ROOM28'x22'-8"LACT.8'x8'BREAK AREASTAIR 2VEST.CORRIDORXXXXXXXXXXXXXXX11107.20 7.40 7.60 7.50 7.50 9.10 12.10 1212 7.75 7.25 13 BOTTOM=591.20HWL=606.90NWL=601.20598.70598.7012131415121212128.5 9.65 9.658.59.65 9.65 9.659 10 79 8 8.58.5 89 10 9.65 8. 5 8.5989 10 13 12 15 14 9.09.0 9.05955925935945965975986001011 6.0789 605 604 603 5 4 76 7 8 8 7 6 5 6 7 8 7 6 9 9 9 12 11NO.DATEREMARKSNO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,FILENAME: DATE: JOB NO. SHEET OF PACE BUS FACILITYPLAINFIELD, ILLINOIS14 10096 07/20/2020NSCALE 1" = 40' 40 800 GR XXGRADING PLAN10096_GR DEPOT DRIVE 9.40 9.20 9.40 9.20 9.20 9.20 9.20 9.70 9.70 9.15 9.15 11.00 10.50 11.00 11.00 11.00 10.90 10.90 10.90 11.00 11.00 11.00 11.00 10.25 10.25 11.00 1 0.2 5 10.25 11.00 1 0.9 0 9.20 9.40 11.00 11.00 11.00 11.00 11.00 11.00 10.90 9.00 9.00 9.00 9.20 9.20 9.20 8.50 8.60 8.00 8.60 R=7.70 R=8.25 R=8.25 R=8.25 R=8.25 R=8.25 R=8.25 R=8.60 R=8.70 9.40 9.00 9.10 8.85 9.20 9.40 9.20 9.20 9.85 1 0.5 0 9.85 9.05 8.95 9.45 10.50 10.10 9.65 10.10 9.65 10.10 10.00 8.00 9.40 9.40 9.40 9.40 1.3%1.3%1.5%1.5%1.5% 1.3%4.0%3.2%4.4%3.9%3.9%BW=8.00 TW=8.50 BW=7.00 TW=10.20 BW=5.80 TW=10.20 BW=5.20 TW=10.20 BW=5.30 TW=10.70 BW=5.50 TW=10.70 1 0.9 0 1 0.9 0 1 0.9 0 1 0.9 0 1 0.9 0 9.50 9.65 8.90 1.1 %1.5 % 8.90 R=7.00 R=7.00 R=7.00 R=7.00 R=7.50 R=9.00 7.45 8.00 7.70 7.50 8.00 7.70 7.50 8.00 8.00 8.60 8.40 8.40 9.00 10.15 11.00 1 1.0 0 1 0.15 10.90 10.90 8.00 7.75 10.50 11.00 10.50 10.50 10.50 8.40 11.00 3.7% 8.50 1.5% 12.40 12.40 9.50 9.30 10.95 10.80 11.00 11.00 5.0% 10.00 R=9.00 11 .60 12.05 12.05 12.70 12.70 11.10 10.80 10.00 10.00 10.00 R=9.00 R=9.00 R=9.00 R=9.00 R=9.20 R=9.20 R=9.45 R=9.00 R=9.00 R=9.10 R=9.10 11.10 9.75 9.50 9.75 9.75 9.75 9.50 9.75 9.75 9.7 0 9.75 9.75 9.45 9.75 9.50 9.75 9.75 9.75 9.50 9.75 9.75 9.90 9.75 9.70 9.50 9.50 10.30 9.70 9.70 10.40 10.40 10.60 12.40 12.40 9.85 10.10 9.85 9.60 10.60 11.00 11.00 10.50 11.00 11.00 10.50 10.50 9.50 9.75 9.45 10.50 10.50 10.50 5.0% 9.50 10.60 10.50 10.10 9.85 10.25 10.05 9.85 10.35 10.10 10.15 9.95 9.80 10.40 10.30 1 0.30 12.40 12.40 5.0%4.3% 10.10 10.75 11.00 10.50 10.50 4.2% 11 .00 10.90 10.80 10.65 10 .60 9.80 R=9.00 R=9.00 11.00 10.50 11.00 11.00 10.00 10.00 R=9.00 9.95 9.40 9.10 R=8.90 9.80 9.50 10.00 11.40 11.40 9.80 9.50 9.60 9.95 10 .90 10.90 10.00 9.30 8.90 9.50 9.50 9.85 10.90 10.90 11.00 11.00 12.40 12.40 R=6.95 R=8.60 R=8.70 R=8.60 R=8.70 R=8.60 R=8.70 9.10 9.35 9.10 9.85 9.85 1.8% 10.35 10.10 10.35 9.85 9.10 9.20 9.45 9.00 9.20 9.45 9.00 1 0.5 0 1 0.5 0 8.80 9.05 10.60 1 1.0 0 1 1.0 0 3.2%4.0% 7.00 7.00 11.00 10.70 10.25 10.25 10.25 10.25 9.20 10.25 1 0.7 0 10.70 R=9.80 1.2%0.6%0.6%FOR DESIGN AND DETAILSSEE MASSGRADING PLANSNWL=601.20HWL=606.90PROPOSED DETENTION POND 10.20 10.50 11.25 11.25 RETAINING WALL BW=6.00 TW=6.50 EXISTING DETENTION EL.=11.25 EMERGENCY OVERFLOW FROM AT 4:1 SLOPE MATCH EXISTING F/F LEGEND 000.00 GR=GRADE RING ELEVATION PROPOSED CONTOURS MASS GRADING CONTOURS EXISTING CONTOURS B6.12 (PITCH IN) STANDARD PITCH CURB AND GUTTER B6.12 (PITCH OUT) REVERSE PITCH CURB & GUTTER DEPRESSED CURB PROPOSED ELEVATIONS 100-YEAR OVERLAND FLOW ROUTE LOCAL DRAINAGE FINISHED FLOOR NOTES: PROPOSED DEPOT DRIVE IMPROVEMENT PLANS. 3. GRADING ALONG DEPOT DRIVE IS BASED ON REVERSE PITCH CURB. STANDARD PITCH CURB AND 0.52' HIGHER FOR ADJACENT PAVEMENT ELEVATION SHOWN FOR OF CURB ELEVATION IS 0.42' HIGHER THAN ARE EDGE OF PAVEMENT ELEVATIONS. THE TOP 2. ALL ELEVATION SHOWN BY CURB AND GUTTER USGS ELEVATION. 1. ADD 600 TO ALL ELEVATIONS SHOWN TO OBTAIN (SEE PLANS BY BAXTER AND WOODMAN FOR DESIGN AND DETAILS) FF=11.00 TW=11.50 TW=9.65 9.80 12131412121212N:\Projects\10096\ENG\10096_GR.dgn Default User=iwiczkowski IN PROGRESS IN PROGRESS - JULY 14, 2020 RIP RAPEDGE OF WATER AS OF JUNE 1, 2020TREE LINE (TYP.)EDGE OF WATER AS OF JUNE 1, 2020W I=607.28,12"CLAYW I=607.22,12"CLAYS I=605.91,18"CPPR=613.06I=606.00,5"HOLE IN METAL PLATET/WALL=611.60N I=606.00,18"RCPR=613.05N I=606.11,18"RCPS I=606.21,18"RCPOF JUNE 1, 2020EDGE OF WATER AS EDGE OF WATER AS OF JUNE 1, 2020JUNE 1, 2020WATER AS OF EDGE OF COMED TOWERBORBORBORBORBORBORBORBORBOR18"RCP FES606.1118"RCP FES 606.21BOR 36"RCP FESBORBORBOR30"RCP FESBORBORBORBORBORBORSTMH613.05STMH613.06BORBORBORBORXXXSUPER./ASST. TRANS.16'x22'-8"CONFERENCE ROOM28'x22'-8"LACT.8'x8'BREAK AREASTAIR 2VEST.CORRIDORXXXXXXXXXXXXXXXBOTTOM=591.20HWL=606.90NWL=601.20NO.DATEREMARKSNO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,FILENAME: DATE: JOB NO. SHEET OF PACE BUS FACILITYPLAINFIELD, ILLINOIS14 10096 07/20/2020NSCALE 1" = 40' 40 800 UT XXUTILITY PLAN10096_UT STRUCTURE NUMBER DIAMETER & SIZE OF STRUCTURE M-100 A4D,1P I = INLET CB = CATCH BASIN M = MANHOLE STORM STRUCTURE ABBREVIATIONS FRAME AND LID TYPE STORM STRUCTURE LEGEND E = FLARED END SECTION TYPE OF STRUCTURE STRUCTURE ABBREVIATION NOTES: GASKET OR APPROVED EQUAL. 8. ALL RESTRAINED WATER MAIN JOINTS SHALL BE U.S. PIPE "FIELD LOK" 7. DESIGN OF WIRING AND CIRCUITRY OF LIGHTING WILL BE BY OTHERS. SUBGRADE OR BOTTOM OF TOPSOIL. BACKFILLED WITH BEDDING OR CA-7 CRUSHED STONE TO TOP OF CEMENTED IN PLACE WITH BITUMINOUS MASTIC. THE DRAIN SHALL BE THE HOLES SHALL BE COVERED WITH A GEOTEXTILE FILTER FABRIC FOUR 1" DIAMETER WEEP HOLES PROVIDED 24" BELOW THE TOP OF LID. 6. FRENCH DRAIN: ALL LOW POINT STORM STRUCTURES ARE TO HAVE 1P - INLET, CATCH BASIN-NEENAH R-2504-C WITH TYPE "G" GRATE 1C - MANHOLE-NEENAH R-2504-C FRAME WITH TYPE "B" CLOSED LID 5. FRAME AND GRATE/LID FOR STORM SEWER STRUCTURES 4. INDICATES TRENCH BACKFILL REQUIRED. FITTINGS. MEGALUGS AND THRUST BLOCKS ARE REQUIRED FOR ALL WATERMAIN 3. ALL WATER MAINS SHALL BE D.I.P.-CLASS 52 UNLESS NOTED OTHERWISE. 2. ALL SANITARY SEWERS SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. 1. ALL STORM SEWERS SHALL BE RCP CL-IV UNLESS NOTED OTHERWISE. DEPOT DRIVE I= I= I= I= I= I= I= @ 0.00% 27'-36" @ 0.00% 41'-15" @ 0.00% 36'-15" @ 0.00% 41'-15" @ 0.00% 36'-15" @ 0.00% 10'-15" @ 0.00% 10'-12" @ 0.00% 10'-12" @ 0.00% 10'-12" 71'-30"@ 0.00%60'-30"@ 0.00%60'-30"@ 0.00%69'-30"@ 0.00%70'-15"@ 0.00%61'-15"@ 0.00%59'-15"@ 0.00%64'-24"@ 0.00%88'-21"@ 0.00% 93'-18"@ 0.00 %89'-18"@ 0.00% 52'-15"@ 0.00 %58'-12"@ 0.00 %6 5'-1 5"@ 0.0 0 %68'-12"@ 0.00% 68'-12"@ 0.00% 98'-24"@ 0.00%89'-12"@ 0.00%100'-27"@ 0.00%97'-36"@ 0.00%72'-15"@ 0.00%140'-36"@ 0.00%165'-36"@ 0.00%72'-15"@ 0.00%72'-15"@ 0.00%140'-36"@ 0.00%100'-30"@ 0.00% @ 0.00% 70'-24" @ 0.00% 37'-27" I= R= S- I= GR= FH- GR= FH- GR= FH- GR= FH- GR= FH- GR= FH- R= VV- , " R= VV- , " R= VV- , " R= VV- , " R= VV- , " I= I= @ 0.00% 41'-36" @ 0.00% 86'-36" I=601.20 E-400, 42" I=601.20 E-300, 15" I=601.20 E-200, 15" I=601.20 E-100, 36" I=1.50 R=8.25 , CB-402 I=1.30 R=7.70 , CB-401 I=1.70 R=8.25 , CB-403 I=1.90 R=8.25 , CB-404 I=2.10 R=8.25 , CB-405 I=2.30 R=8.25 , CB-406 I=2.50 R=8.25 , CB-407 I=2.70 R=8.70 , CB-408 I=2.90 R=8.70 , CB-409 I=3.10 R=8.70 , CB-410 I=3.30 R=8.70 , CB-411 I=3.50 R=10.20 , CB-412 I=3.45 R=6.95 , I-413 I=5.10 R=8.60 , I-414 I=5.10 R=8.60 , I-415 I=5.10 R=8.60 , I-416 @ 0.00% 10'-12" I=5.10 R=8.60 , I-417 I=1.50 R=7.00 , CB-301 I=3.50 R=7.00 , I-302 I=1.50 R=7.00 , CB-201 I=3.50 R=7.00 , I-202 I=1.30 R=7.50 , CB-101 I=1.50 R=9.00 , CB-102 I=1.70 R=9.00 , CB-103 I=1.90 R=9.00 , CB-104 I=2.10 R=9.00 , CB-105 I=2.30 R=9.00 , CB-106 I=2.50 R=9.10 , CB-107 I=2.70 R=9.10 , CB-108 I=2.90 R=9.20 , CB-109 I=3.10 R=9.20 , CB-110 I=3.30 R=9.45 , CB-111 I=3.50 R=9.00 , CB-112 I=3.70 R=9.00 , CB-113 I=3.90 R=9.00 , CB-114 I=4.10 R=8.90 , I-115 I=5.50 R=9.00 , I-116 I=5.50 R=9.00 , I-117 I=5.50 R=9.00 , I-118 I=5.50 R=10.70 , CB-119 65'-42"@ 0.00 %152'-12"@ 0.00%71'-21"@ 0.00%108'-21"@ 0.00%89'-18"@ 0.00%72'-15"@ 0.00%72'-15"@ 0.00%@ 0.00% 61'-12" @ 0.00% 10'-12"43'-12"@ 0.00%43'-12"@ 0.00% I= R= S- I= N:\Projects\10096\ENG\10096_UT.dgn Default User=iwiczkowski IN PROGRESS IN PROGRESS - JULY 14, 2020