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9.5' MIN.
SIDEWALK VARIES
6.0' MIN.
SIDEWALK VARIES
1.5�
/ /%/i
FXISTING SInFWAI K
1.5%_
14.0' THRU/RIGHT TURN LANE
FL ELEV
SLOPE VARIES
BRONSON WAY S
CONSTRUCTION �
12.0' THRU/LEFT—TURN LANE
SLOPE VARIES
/\�>/
(D x x
'7/ 2
T27
3 BRONSON WAY S -TYPICAL SECTION 3
NORTH LEG OF MAIN AVE S/BRONSON WAY S & S 2ND ST INTERSECTION
LOOKING NORTH
NTS
S 2ND ST
CONSTRUCTION
1.59.0' PARKING 11.0' THRU LANE 14.0' THRU LANE
FL ELEV 1 1
SLOPE VARIES SLOPE VARIES
7
r n% I Ml A \ ITrM n r$
7
8.0' PARKING
FL ELEV
8.0' PARKING
FL ELEV
S 2ND ST -TYPICAL SECTION
WEST LEG OF MAIN AVE S/BRONSON WAYS & S 2ND ST INTERSECTION
LOOKING EAST
NTS
S 2ND ST
CONSTRUCTION
11.0' THRU LANE/LEFT—TURN LANE
I
SLOPE VA IES
11.0' THRU LANE
SLOPE VARIES
3/ S 2ND ST -TYPICAL SECTION \-{
EAST LEG OF MAIN AVE S/BRONSON WAYS & S 2ND ST INTERSECTION
LOOKING EAST
NTS
C2
13
11.0' THRU LANE
"I 1
SLOPE VARIES
MAIN AVE S
CONSTRUCTION
1.0'
11.0' THRU LANE
I
O
SLOPE VARIES
TYPICAL SECTION GENERAL NOTES
1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION
2-06 OF THE STANDARD SPECIFICATIONS.
14.0' THRU LANE 0.5' 6.0' MIN.
2' MIN. SIDEWALK VARIES 2. ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED
GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS. FILL
SHOULDER MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
VARIES
FL EL V �1 57. 3. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL
TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND
APPROVED BY THE ENGINEER.
E N
/\�/ �x7 6 \ 4 4. TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS
� APPROXIMATELY 2.5 HMA OVER 8 16 CONCRETE PANELS.
7 5 �'J 5 CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR
INSTALLATION OF THE NEW PAVEMENT SECTION.
8.0' PARKING FXISTING MFWALK
FL ELEV
7
7.8' PARKING
FL ELEV
7
11.0' THRU/LEFT—TURN/RIGHT—TURN LANE 0.5'
MAIN AVE S - TYPICAL SECTION
SOUTH LEG OF MAIN AVE S/BRONSON WAY S & S 2ND ST INTERSECTION
LOOKING NORTH
NTS
a
.5' 7.0' MIN.
SIDEWALK VARIES
d a e, E
6 4
�5)n 7 --(5
7.5' MIN.
SIDEWALK VARIES
FL ELEV ,5q
2 7
—05
3)
MATERIAL CODE
®
DESCRIPTION
1
2" HMA CL Y" PG 64-22 FOR OVERLAY
2
5" HMA CL Y" PG 64-22 (2 LIFTS)
3
6" CRUSHED SURFACING BASE COURSE
4
4" CEMENT CONC. SIDEWALK OR 10" CEMENT
CONC. DRIVEWAY ENTRANCE
5
4" CRUSHED SURFACING BASE COURSE
6
18" CEMENT CONC. TRAFFIC CURB AND GUTTER
PER COR STD PLAN 101
7
COMPACTED SUBGRADE
8
10" CEMENT CONC. PAVEMENT
9
5" CRUSHED SURFACING BASE COURSE