HomeMy WebLinkAbout(510) Valley Gutter20-25' RAD.
(TYP.)
B618 OR
SURMOUNTABLE
CURB @
~
®
NO. 4 EPOXY-COATED REINFORCING RODS (3)
CONTINUOUS IN CROSS SECTION FROM EXPANSION
JOINT TO EXPANSION JOINT.
MINIMUM SPLICE LENGTH OF REBAR IS 35".
3/4" PER Fi .
• A • . .,. A 4 . . . : ... . . ·4 .
d ·. 1
SECTION A-A
CONCRETE VALLEY GUTTER SHALL BE 7" THICK WITH 8" AGGREGATE BASE CLASS 5.
B618 OR
SURMOUNTABLE
CURB
®
I· @ •I
8.'
(MAX.)
*NOT TO SCALE*
7•
8" AGGREGATE
BASE CLASS 5
*NOT TO SCALE*
G) FORM TROWELED CONTRACTION JOINTS AS NEEDED TO PRODUCE APPROXIMATELY RECTILINEAR PANELS (MAX AREA 64 SF).
@ 1/2" EXPANSION JOINT, PREFORMED JOINT FlLLER MATERIAL PER AASHTO M 213
(REQUIRED WHEN TWO CONCRETE AREAS ARE POURED SEPARATELY).
@ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500.
@) FlRST PANEL AFTER CURB RETURN SHALL TRANSlllON FlROM B618 TO SURMOUNTABLE CURB WHERE APPLICABLE (8' MAX.).
@ IF ROADWAY PAVEMENT IS DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL SAWCUT 18" STRIP OF STREET SECTION ADJACENT
TO NEW VALLEY GUTTER AND CURB AND PATCH WITH TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B), PLACED IN MULTIPLE LIFTS
(2" MAX.), MATCHING EXISTING PAVEMENT THICKNESS.
CITY OF EDINA
ENGINEERING
& PUBLIC
WORKS
DEPTS.
VALLEY GUTTER
REVISED:
1-17
r--~~~~~~~-----~~.,,..-~--,,f--~~~~~~~--1 STANDARD
PLATE
APPROVED: CITY ENGINEER 510