HomeMy WebLinkAboutPrivate Street Cross Section 2.5"THICKNESS OF ASPHALT PLANT MIX PAVEMENT
"SUPERPAVE SP-3 MIX DESIGN WIPG.58.28
O O O O 4"THICKNESS OF Y,"MINUS CRUSHED AGGREGATE BASE
�oD�0o0oD�0o0oD�0o0oD�C COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
14"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE
j r y i i i i COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS
�� 1 \ 6"MINUS UNCRUSHED AGGREGATE BASE
COMPACTED TO 95%
MAX DRY DENSITY PER ASTM D1557
SUBGRADE SHALL BE PREPARED AND PROOF
COMPACTED PER THE SITE PREPARATION SECTION
OF THE GEOTECHNICAL REPORT AND BE APPROVED
BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR
TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR
STRUCTURAL FILL
ASPHALT PAVEMENT SECTION
26.00'MIN.-(VARIES SEE PLAN)
13.00'MIN.-(VARIES SEE PLAN) 13.00'MIN.-(VARIES SEE PLAN)
TOP OF CURB SLOPES 1.00' 10.00' 4.00' 6.00' 5.00'
DOWNWARD AT 1.51% VARIES VARIES
TOWARDS STREET 1.0%MIN 1.0%MIN. 1.5% 6"THICK CONCRETE
-y SIDEWALK PER ACHD
12"WIDE CONCRETE RIBBON _ SUPPLEMENTAL
CURB-(SEE 41GD.4) DRAWING SD-709
X/�� � �X
ASPHALT PAVEMENT PER 31GDA
CONCRETE VALLEY GUTTER
ASPHALT PAVEMENT PER 31GD.4 PER ACHD SUPPLEMENTAL
DRAWING SD-708
(SEE 31RD.6)
26.00'MIN.-(VARIES SEE PLAN)
13.00'MIN.-(VARIES SEE PLAN) 13.00'MIN.-(VARIES SEE PLAN)
5.00' 6.00' 4.00' 6.00' 5.00'
VARIES VARIES
6"THICK CONCRETE 1.5% 1.0%MIN 1.0%MIN. 1.5% 6"THICK CONCRETE
SIDEWALK PER ACHD SIDEWALK PER ACHD
SUPPLEMENTAL SUPPLEMENTAL
DRAWING SD-709 DRAWING SD-709
ASPHALT PAVEMENT PER 31GD.4
CONCRETE VALLEY GUTTER
ASPHALT PAVEMENT PER 31GD.4 PER ACHD SUPPLEMENTAL
DRAWING SD-708
(SEE 31RD.6)
PRIVATE STREET TYPICAL SECTIONS
NOTES
1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE
ISPWC AND THE PROJECT GEOTECHNICAL REPORT.
2. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY
WITH DIVISION 800 OF THE ISPWC.
3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL
REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS.
4. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY
TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL
REPRESENTATIVE.
PRIVATE STREET SECTIONS 3
GD.4