HomeMy WebLinkAbout24-93 SP The Village At Millbrook General Details 2 JPGI
PREPARED SUBGRADE R/W LINE
TfPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED +MTH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND CCMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPAC'FD IN ACCORDANCE
1MTH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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L 48'-0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
—SIDEWALK DETAIL s
- ---- S-13
CONCRETE CURB
TAPERED DOWN TO
GRADE AT RAMP
6 -0"
6• 6�
I
4'-0"
MAINTAIN GUTTER
FLOW UNE THRU RAMP PLAN VIEW
2'-0'
MAX. 1 1/2" PER FT
PAVEMENT -r —_ — a T_ — — — — —
2' CONC. ROLL CURB
SECTION A -A
WHEELCHAIR RAMP DETAIL 9
S-13
z
BACK
VARIES 6' TO 12'
__4' _ VARIES -----VARIES FROM 18' TO 24'
2' TO 8'
2'
CONC. 2' ROLL CURB
WALK SLOPE 1/4" PER FOOT MIN
70' RIGHT OF WAY
ISLAND 16'
2' 10' 2'
2' ROLL CURB
f SLOPE 1/4" PER FOOT MIN
\�-1" #11 HAC SURFACE
�� 3" #9 HAC BINDER
-9" #53 COMPACTED STONE BASE-//
0 PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET SECTION AT ENTRANCE
12'
B� --- 4 -
CONC.
WALK
60' RIGHT OF WAY
4' VARIES 18' 10, 18' 3' 4'
3' TO 8' ISLAND
2' 2' ROLL CURB WITHOUT GUTTER 2' 2' 2' ROLL CURB WTHOUT GUTTER
CONC. 2' ROLL CURB 2' ROLL CURB CONC,
WALK SLOPE 1 /4' PER FOOT (MIN) SLOPE 1 /4" PER FOOT (MIN) WALK
1" #11 HAC SURFACE-�
- 3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE-//
• PREPARED SUBGRADE PER INDIANA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATION No. 207
TYPICAL 60' STREET SECTION(Z)
S-13
7' 40' RIGHT OF WAY 7'
426 BACK TO BACK
91 3' _ 4'
WALK 2' ROLL CURB PROFILE GRADE 2' ROLL CURB WALK
SLOPE 1 /4" PER FOOT MIN If SLOPE 1 /4" PER FOOT MIN
1" #11 HAC SURFACE J
3" #9 HAC BINDER
/
9" #53 COMPACTED STONE BASE . PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET SECTION 3
S-13
2' CONCRETE ROLL CURB_ 5
WITHOUT GUTTER) S-13
4 1 2"
TOP SOIL N
LOW POINT co ul
TOP OF
CURB �a
3 lj PAVEMENT
CO
13ACKFILL
0LOTOMPACTE
_1 BGRADE
I 6" 2'-0"
(TYPE 1)
_ CONCRETE ROLL CURB & GUTTER 4
(D.O.T. / 12-01) S-i
TOP OF CURB
-TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB
(BETWEEN STORM STRUCTURES & CURB)
PAVEMENT TRANSVERSE CONTRACTION JOINTS
*(10' MAX. SPACING)
CURB_ JOINT DETAIL_ 6
*TRANSVERSE CONTRACTION JOINTS S-1.3
MAX. 5' SPACING WITHIN RADIUS
OF INTERSECTIONS AND ENTRANCES.
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—1" H.A.C. SURFACE
2" H.A.C. BASE
- 6" #53 STONE
_'_I'YPICAL PAVEMENT SECTION
(PARKING AREA)
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