HomeMy WebLinkAboutLocal Street Cross Section 50' RIGHT-OF-WAY
36' BACK TO BACK OF CURB
J J
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0 2' 5' 2' 16' 16' 2' 5' 2' c
a a
f-2.00% MINIMUM 2.00% MINIMUM—y
CRUSHED AGGREGATE BASE
COURSE - 4" MINIMUM ALK PER ACHD
6• 6" SUPPLEMENTALCONCRETE ESTANDARD DRAWING SD-709.
THICKNESS UNDER SIDEWALK. SUB BASE - 12" OF 6" MINUS
PER I.S.P.W.C. SECTION 801. BASE COURSE - 6" OF 3/4" 2 1/2" OF ASPHALTIC CONCRETE 3" ROLLED CURB AND GUTTER PER
CRUSHED AGGREGATE BASE COURSE - 4" MINUS PER I.S.P.W.C. SECTION 802. PER I.S.P.W.C. SECTION 805. ACHD SUPPLEMENTAL DRAWING SD-702.
MINIMUM THICKNESS UNDER CURB.
*CONSTRUCTION OF ALL PAVEMENT MATCHES INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE
EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 1/2 MIX, PG 64-28 5" THICK, AS A MINIMUM
WITH 4" OF 3 4" BASE AND 25" OF 6" MINUS PIT RUN; MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, PG 64-28 5 THICK, AS A MINIMUM WITH 4" OF
3/4" BASE AND 25" OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, PG 64-28 3" THICK,
AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN; LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 1/2" MIX, PG 58-28
2-1/2" THICK, AS A MINIMUM WITH 4 OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WHICHfWR PAWMENT SECTION IS GREATER.
2 T ical Local Street Section
NOT TO SCALE