HomeMy WebLinkAbout11-PRIVATE STREET SECTIONNOTES
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 (3/4" 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 SECTION
4" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
14" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS
6" MINUS UNCRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
2.5" THICKNESS OF ASPHALT PLANT MIX PAVEMENT
1
2" SUPERPAVE SP-3 MIX DESIGN W/PG-58-28
1.0% MIN.1.0% MIN
25.00' MIN. - (VARIES SEE PLAN)
12.50' MIN. - (VARIES SEE PLAN)12.50' MIN. - (VARIES SEE PLAN)
VARIESVARIES
1.5%
5.00'5.50'4.00' 9.50'
6" THICK CONCRETE
SIDEWALK PER ACHD
SUPPLEMENTAL
DRAWING SD-709
ASPHALT PAVEMENT PER 3/GD.3
GD.3
3
ASPHALT PAVEMENT PER 3/GD.3CONCRETE VALLEY GUTTER
PER ACHD SUPPLEMENTAL
DRAWING SD-708
(SEE 3/RD.4)
12" WIDE CONCRETE RIBBON
CURB - (SEE 4/GD.3)
ASPHALT PAVEMENT SECTION
PRIVATE STREET TYPICAL SECTION
1.00'TOP OF CURB SLOPES
DOWNWARD AT 1.5%
TOWARDS STREET
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
08/04/23
FP-2023-0008