2%2%LC
LP LP60'
SECTION DETAILASCALE: NONE
EXCAVATE <E> 3" OF A.C.EXCAVATE <E> 3" OF A.B.CONSTRUCT NEW 6" HMA CLASS 2<E>3" AC /6-3/4" AB/ NATIVE CLAY<E>CURB AND GUTTER<E>SIDEWALK
E ALISAL ST
PRINCE PL
PRINCE PL
JOHN ST
SALINAS
CALIFORNIA
N
SALINAS
CALIFORNIA
N
Know what'sbelow.before you dig.CallSCALE: 1"=40'040'80' DESIGNED BY:CAD BY:
PROJECT ENGINEER / MANAGER:CONSTRUCTION INSPECTION SUPERVISOR:DATEAPPROVED FOR CONSTRUCTION:REVIEWED BY:DATE CITY OF SALINASDATEREVISIONAPP.PROJ. NO(S)SHEET NO.
FILE NO.OF
File Path:J:\p\9981 2023 Pavement Restoration Phase 1\Plans\Dist 02\S Hebbron.dwgPlot By:VICTORIA GUTIERREZPlot Date:4/12/2024 10:15 AM
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
ADRIANA ROBLESCIVILNO. 69142ADRIANA ROBLES, P.E.CITY ENGINEERDAVID T. JACOBS, P.E., L.S.PUBLIC WORKS DIRECTORPUBLIC WORKS DEPARTMENT VICTORIA G.VICTORIA G.R. OMICTIN2024 PAVEMENT IMPROVEMENTSS. HEBBRON AVE.9981182584 S HEBBRON AVECCO No.1
S HEBBRON AVECCO No.1