PCC 5 INCH, SPECIAL 8" (SPECIAL) PCC PAVEMENT 8" (SPECIAL) #4 BARS @ 12" EACH WAY #4 BARS @ 12" EACH WAY " 12" FIELD BEND " 1/2" 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 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 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

' " 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

- 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 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 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 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 - -