C201 SITE DETAILSNOTE:
LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN
ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW.
TRAFFIC MARKING DETAILS
(NO SCALE)
NOTE:
TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE-THIRD FOR LOW-SPEED URBAN CONDITIONS.
NOTE:
SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U-POST AND
MEET IN.D.O.T. AND INDIANA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS.
REGULAR DUTY ASPHALT PAVING SECTION
CURB JOINT DETAIL
C201
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SIDEWALK SECTION
- DRIVEWAY CROSSING
(NO SCALE)
6"-#53 AGGREGATE
2.5"-H.A.C. #8 BINDER
1.5"- #11 H.A.C. SURFACE
(NO SCALE)
STOP SIGN (24" x 24")
1'-0"
8'
-
0
"
2'-10 1/2"
6'-1"
2'
-
3
"
2'
-
3
"
3'
-
6
"
6'
-
1
"
2'-6 1/2"
R=2'-3"
R=3
'
-
2
1
/
2
"
1'-0"
4'
-
9
"
8'
-
0
"
12
'
-
9
"
8'
-
0
3'-3"
1'-1 1/2"
1'-0"
1'-1 1/2"
4"
5'
-
5
"
4'
-
5
"
5'
-
1
"
9'
-
6
"
8"
3'
-
2
"
1'
-
7
"
4'
-
9
1
/
2
"
3'
-
2
1
/
2
"
6'-4"
1'-4"
4"
1'-4"
4"
1'-4"
4"
1'-4"
4"8"
4"
4"8"
4"
8'
-
0
"
3'
-
2
1
/
2
"
1'
-
1
1
"
2'
-
1
0
1
/
2
"
1'
-
4
"
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
5.0' (MIN.)
4" #53 AGGREGATE
6" CONCRETE
PREPARED SUBGRADE
(NO SCALE)
PREPARED SUBGRADE
(NO SCALE)
TYPICAL
SIDEWALK SECTION
5.0' (MIN.)
4" CONCRETE
4" #53 AGGREGATE
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
6.
0
'
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1/2" PREFORMED JOINT FILLER
48
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PARKING BARRIER
(NO SCALE)
50' MAXIMUM
PRECAST CONC. PARKING
BARRIER WITH 2-#3 REBARS
USE 4000 PSI CONC.
BEVELED
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#5 REBAR 1'-6"
WITH 3/4" HOLE CAST
FACE OF C
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30"
6.0'
7 5/8"
0.5'
(NO SCALE)
CURB TAPER DETAIL
END OF CURB
PAVEMENT
6" STANDING CURB
SECTION VIEW
PLAN VIEW
3'-0"6" STANDING
CURB TAPER
PAVEMENT
END OF CURB
1"
24"30" Min. (Typ.)
1.9"
7.5"
36"
18"
36"
72"
30"
24" (Min.)
A-A
B-B
Section B-B Section A-A
Diagram 1: Bicycle Rack Type
Mounting Surface
Diagram 2: Bicycle Parking Location and Design
BICYCLE PARKING DETAIL
(NO SCALE)
72"
24"
COMPACTED SUBGRADE MAY REQUIRE TREATMENT
BEFORE PAVING
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before you dig.Call
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THE SITE DOES NOT LIE IN A SPECIAL FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED
BY SCALE ON FLOOD INSURANCE RATE
#18057C207G, DATED NOVEMBER 19, 2014
FLOOD STATEMENT
STEVEN SCOTT RUCKER P.E. 11300279
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NO EARTH DISTURBING
ACTIVITY MAY TAKE
PLACE WITHOUT AN
APPROVED STORM
WATER MANAGEMENT
PERMIT
NOTE
SU
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PAVEMENT
(NO SCALE)
18"
6"4"
1/4" PER FOOT SLOPE
2"
2"
4" COMPACTED
GRANULAR BASE
CLASS "A" CONCRETE
8"
1/8"RAD.
1" RAD.
SCORE
6"
MATCH EXISTING WIDTH
INTEGRAL WALK AND CURB DETAIL
TRUNCATED CONCRETE CURB & GUTTER
6"
3
/
4
"
SLOPE 1/4" PER FT.
6" MIN.18"
6"
COMPACTED SUBGRADE
(NO SCALE)
6"
4"
CONCRETE WALK
HEAVY DUTY ASPHALT PAVING SECTION
COMPACTED SUBGRADE MAY REQUIRE TREATMENT
BEFORE PAVING
8"-#53 AGGREGATE
3.5"-5D H.A.C. BASE
2.5"-H.A.C. BINDER
1.5"-#11 H.A.C. SURFACE
(NO SCALE)