Street Cross Sections V1� U
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5'
SIDEWALK
2'
1.5%
5" CONCRETE SIDEWALK PER
ISPWC SD-709 (ACHD SUPPLEMENT)
4" OF 3/4" MINUS CRUSHED GRAVEL
3" ROLLED CURB AND GUTTER
PER ISPWC SD-702
(ACHD SUPPLEMENT)
CONCRETE RIBBON CURB PER
ISPWC SD-703 (ACHD SUPPLEMENT)
0.25' DEEP SWALE FLOW TOWARD R/W AT 0.5%
5'
SIDEWALK
2'
1.5%
4T ROW
16.5' 16.5'
14.5'
14.5'
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PAVEMENT SECTION DETAIL SHOWN BELOW.
3" ROLLED CURB - 5' ATTACHED SIDEWALK
STREET SECTION - 47' RIGHT-OF-WAY
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5" CONCRETE SIDEWALK PER
ISPWC SD-709 (ACHD SUPPLEMENT)
4" OF 3/4" MINUS CRUSHED GRAVEL
3" ROLLED CURB AND GUTTER
PER ISPWC SD-709
(ACHD SUPPLEMENT)
CONCRETE RIBBON CURB PER
ISPWC SD-703 (ACHD SUPPLEMENT)
PROP. PAVEMENT PER LOCAL RESIDENTIAL
PAVEMENT SECTION DETAIL SHOWN BELOW.
RIBBON CURB ON BOTH SIDES
25' SHARED DRIVEWAY - 20' DRIVEABLE
SP-3, 0.5" MIX,
2.5" PG 58-28
4.0" MIN OF
0.75" ABC
14.0" OF 6.0"
MINUS PIT RUN
NOTE:
1. PAVEMENT SECTION PER ACHD RECOMMENDED
STANDARDS.
LOCAL RESIDENTIAL ROADWAY
811
Call befw ym dig.
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES