PCC SIDEWALK 5 INCH, SPECIAL PORTLAND CEMENT CONCRETE PAVEMENT 8" (SPECIAL) PCC PAVEMENT 8" (SPECIAL) #4 BARS @ 12" EACH WAY #4 BARS @ 12" EACH WAY " 12" FIELD BEND " 1/2" EXPANSION JOINT 12" FIELD BEND 1/2" EXPANSION JOINT 4 4 / / 1 1 TY A EXPANSION JOINT 1.5% VARIES 8" FINISH FLOOR ELEV FINISH FLOOR ELEV 18" DOWEL BARS " " 18" DOWEL BARS " 8 6" @ 18" CENTERS 9 @ 18" CENTERS 9 CONST. JOINT " 8 PLACE 2 LAYERS OF " 30# FELT PAPER B/T WELL BUILDING 8 WELL BUILDING AGG BASE COURSE, TY B 6" " TOP AND BOTTOM TO " CLEAN AGGREGATE FLOOR SLAB FLOOR SLAB 6 BREAK BOND 6 PCC PAVEMENT 3 3 (CA 11) CLEAN AGGREGATE GEOTECHNICAL FABRIC FOR 8" (SPECIAL) (CA 11) GROUND STABILIZATION WELL BUILDING (3) #4 BARS, (3) #4 BARS, GRADE BEAM REPEAT AT (2) SIDES REPEAT AT (2) SIDES TYPICAL PAVEMENT SECTION #4 BARS @18" NOT TO SCALE REPEAT AT (2) SIDES WELL BUILDING #4 BARS @18" GRADE BEAM REPEAT AT (2) SIDES 6" 4' 6" 6" 4' 6" MISSOURI AVE. CONCRETE STOOP SECTION - SIDEWALK NOT TO SCALE 5' " NOTE: 0" '0 5 2'-0" THE COST OF ADDITIONAL CONCRETE, REINFORCEMENT, AGGREGATE, ROUND CONCRETE EXCAVATION, AND FILL WILL BE INCLUDED IN THE RESPECTIVE PAY ITEM " PCC SIDEWALK 5" AT TOP OF PIPE 1 FOR "PORTLAND CEMENT CONCRETE PAVEMENT 8" (SPECIAL)" AND PCC SIDEWALK 5" G "PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH, SPECIAL" N I PERPENDICULAR CURB RAMP D L (STANDARD 424001) I U PERPENDICULAR CURB RAMP B 112' 0" (STANDARD 424001) CONCRETE FILLED F 8" DIA. SCH 40 O " PIPE - PRIME AND E 0 TAPER CURB HEIGHT C TY B CURB, 6" PAINT YELLOW - 2' CURB OPENING A ' TO 0" OVER 2' F 4 " 0 " 1 ' GRADE PORTLAND CEMENT CONCRETE 5 1 PAVEMENT 8" (SPECIAL) " 0 1 ' " 9 6 T CONCRETE 2 - E ' ENCASEMENT TY B CURB, 6" E 2 PCC DRIVEWAY CLASS SI " R 0 PAVEMENT 8" T S ' " 5 8 D 1 N ' O 1 " C 5 0 E S " ' 6 0 ~ 1'-6" 10' 0" 10' 0" 14' 8" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 10' 0" 10' 2" 6 DIA " 0 ' BOLLARD DETAIL 5 1 NOT TO SCALE 1 1 " 0 ' BOLLARD " 0 0 0 BOLLARD 1 ' " BOLLARD 5 1 4 AGGREGATE SURFACE ' COURSE, TYPE A, 8" 8 " " 2 6' 6" BY 4' 6" 11' 0" BY 4' 6" 0 ' STOOP STOOP ' 5' 0" 15' 2" 0 0 1 7 n g d . g TY A EXPANSION JOINT n i " k BETWEEN PAVEMENT & r 0 a BUILDING p ' - t 0 h 1 s - BOLLARDS FOR TRANSFORMER 9 9 (COORDINATE WITH ELECTRIC G 6 COMPANY FOR LOCATIONS) 7 " PROPOSED WELL HOUSE BUILDING 8 0 D \ s ' t 0 e 1 e h S D D A " C 6' 0" BY 4' 6" STOOP \ 0 2 h (CENTERED ON DOORWAY - SEE ' P 0 "A" SHEETS FOR LOCATIONS) 1 e v A O JOINT LEGEND M 5' 0" 3 SEE HIGHWAY STANDARD B.L.R. 10-6 FOR ADDITIONAL DETAILS r e 8 d r " O TYPE A EXPANSION JOINT 0 k PCC CONCRETE SLOPE WALL / PCC SIDEWALK 5 INCH, SPECIAL r ' o DETENTION BASIN 5 (18" DOWEL BARS @ 18" CENTERS W \ 3 TIED INTO WELL HOUSE GRADE BEAM) TYPE C TRANSVERSE JOINT 2 0 0 GRAPHIC SCALE 1 1 \ s TYPE E LONGITUDINAL JOINT 5 0 5 10 15 20 25 e l i FEET f 1 1 \ : Q USER NAME = seb F.A.I. TOTAL SHEET = DESIGNED - SEB REVISED - SECTION COUNTY PARKING LOT PAVEMENT JOINT PLAN RTE. SHEETS NO. E M DRAWN - SEB REVISED - STATE OF ILLINOIS A 64 82-4T-1 ST. CLAIR 185 41 N MISSOURI AVENUE DEEP WELL FACILITY PLOT SCALE = 20.0000 ' / in. CHECKED - REVISED - E DEPARTMENT OF TRANSPORTATION CONTRACT NO. 76G99 L I PLOT DATE = 8/23/2014 DATE REVISED SCALE: 1"=10' SHEET 1 OF 1 SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT F - - .