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PAVEMENT SURFACE
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SIDEWA K
PLACE EXPANSION JOINT
RAMP AT BACK OF CURB LINE
,
B B OR AT SIDEWALK LINE
C -!C
2' ROLL CURB
MAX. RAMP SLOPE 1 " /FT. A-J CLASS "A"
CONC.
SIDEWALK PLAN VIEW
RAMP
PAVEMENT ►--i —I VAR. VAR.
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4"
SECTION A -A
CONTRACTION
JOINT (TYP.)
SECTION C -C
WIDTH OF RAMP
SIDEWA K I 4 MIN I r—
SECTION B -B
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
6' -0" & 10' -0"
SLOPE ASPHALT PA -H TO ROAD
OR TOWARD TOP OF BANK OF DITCH
1 /4 " /FT. MIN. _
TYPICAL ASPHALT
PEDESTRIAN PATH X— SECTION
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3" TOPSOIL, SEED OR SOD AS REQUIRED
TOO MATCH EXISTING
y/ EXISTING GRADE
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
NOT —TO —SCALE
TOPSOIL
12 -3/4"
9 -3/1"
COMPACTED BACKFILL
EWALK 4" THICK
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT —OF —WAY.
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7 COMPACTED
#53 STONE
COMPACTED SUBGRADE
CHAIR BACK CURB DETAIL
NOT -TO -SCALE
50' R/W
TYPICAL STREET CROSS— SECTION
NOT —TO —SCALE
1" H.A.C. SURFACE #11
5" H.A.C. BASE #51D
7" COMPACTED STONE #53
COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOT —TO —SCALE
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SIDEWALK 4" THICK —
SLOPE 1/4" FT.
ROLL CURB & GUI ILK
TYPE I
NOTE:
ALL PAVING IS TO BE COMPLETED
IN ONE PAVING SEASON.
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6" UNDERDRAIN
6" 18"
3" TOPSOIL 2 "R.
2 "R.
4° = TYPICAL 36 L.F. BOULEVARD
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220# SYD. BITUM BINDER NO. 8, LV ON 6 00 00 o0(9) odd #53 STONE
5" COMPACTED AGGREGATE BASE, SIZE NO. 53 0 000
3" COMPACTED SUBGRADE
24° T-T,
REVERSE GUTTER 4.5"
CHAIRBACK CURB
NOT -TO -SCALE °
Q
RESIDENTIAL STREETS ONLY TOPSOIL
SIDEWALK, TOPSOIL, SEED _ LOW POINT
LIMITS OF FULL DEPTH GRANULAR BACKFILL OR SOD, AS REQUIRED TO Q
MATCH EXISTING
SHOULDER, TOPSOIL, SEED w Q a
OR SOD, AS REQUIRED TO Z O 4 4
MATCH EXISTING GRANULAR PAVEMENT WIDTH VARIABLE GRANULAR 3 b ° aCD 4 5
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COMPACTED BACKFILL — o � 000c�ooCO 7" COMPACTED
6' �o° 00 'Ro ° #53 STONE
--- � I I =1Ti =1 i 1 =1 i 1 =ITI =1 11 =1 1 =1 I SHOULDER SECTION SECTION CURB SECTION 3 3 24° I ITII
COMPACTED SUBGRADE
ALL CUTS MADE IN UNDER ANY ROAD SURFACE SHALL LLED
WI CONCRETE ROLL CURB & GUTTER
NTH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY. (TYPE I)
NOT -TO -SCALE
♦s +sa
100'
TOP OF CURB
PAVEMENT � � � / rsul Ium ur wKes
TRANSVERSE EXPANSION JOINTS \�L/ TRANSVERSE CONTRACTION JOINTS
* * * ** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
�— 6" UNDERDRAIN
BACK OF CURB
5' -0" MIN. 5' -0" MIN.
GRADED LAWNS
TOP SOIL TOP SOIL
—I I— III —III I I_I
II =III =1 MIN. 4" MIN. 3"
* BACKFILL I PREPARED SUBGRADE
PROPERTY LINE
TYPICAL SIDEWALK SECTION
NOT —TO —SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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5' MIN. 18' 18'
5' MIN,
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7' MIN,
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6' -0" BETWEEN TRANSVERSE
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JOINTS
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48' -0" BETWEEN EXPANSION JOINTS (MAX.)
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6" 18"
3" TOPSOIL 2 "R.
2 "R.
4° = TYPICAL 36 L.F. BOULEVARD
° SL_0r E 1 /4" PER FOOT
d 4
a a N. T. S.
4 °
R °
V1111 4 4, 4
4 ° n
000 — _
ASPHALT PATH COMPACTED BACKFILL g o00° o0 oopO 0000
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110 SYD. BITUM SURFACE NO. 11. LV ON g 00 r 1 oocx ,�oco 0o COMPACTED
220# SYD. BITUM BINDER NO. 8, LV ON 6 00 00 o0(9) odd #53 STONE
5" COMPACTED AGGREGATE BASE, SIZE NO. 53 0 000
3" COMPACTED SUBGRADE
24° T-T,
REVERSE GUTTER 4.5"
CHAIRBACK CURB
NOT -TO -SCALE °
Q
RESIDENTIAL STREETS ONLY TOPSOIL
SIDEWALK, TOPSOIL, SEED _ LOW POINT
LIMITS OF FULL DEPTH GRANULAR BACKFILL OR SOD, AS REQUIRED TO Q
MATCH EXISTING
SHOULDER, TOPSOIL, SEED w Q a
OR SOD, AS REQUIRED TO Z O 4 4
MATCH EXISTING GRANULAR PAVEMENT WIDTH VARIABLE GRANULAR 3 b ° aCD 4 5
z BACKFILL BACKFILL Do
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COMPACTED BACKFILL — o � 000c�ooCO 7" COMPACTED
6' �o° 00 'Ro ° #53 STONE
--- � I I =1Ti =1 i 1 =1 i 1 =ITI =1 11 =1 1 =1 I SHOULDER SECTION SECTION CURB SECTION 3 3 24° I ITII
COMPACTED SUBGRADE
ALL CUTS MADE IN UNDER ANY ROAD SURFACE SHALL LLED
WI CONCRETE ROLL CURB & GUTTER
NTH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY. (TYPE I)
NOT -TO -SCALE
♦s +sa
100'
TOP OF CURB
PAVEMENT � � � / rsul Ium ur wKes
TRANSVERSE EXPANSION JOINTS \�L/ TRANSVERSE CONTRACTION JOINTS
* * * ** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
�— 6" UNDERDRAIN
BACK OF CURB
5' -0" MIN. 5' -0" MIN.
GRADED LAWNS
TOP SOIL TOP SOIL
—I I— III —III I I_I
II =III =1 MIN. 4" MIN. 3"
* BACKFILL I PREPARED SUBGRADE
PROPERTY LINE
TYPICAL SIDEWALK SECTION
NOT —TO —SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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JOINTS
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48' -0" BETWEEN EXPANSION JOINTS (MAX.)
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4" MIN.
CONCRETE SIDEWALK
NOT —TO —SCALE
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SHEET NO.
C802
JOB No' 47175S2