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1-1
COVER PER STD PLAN401
SEAL WITH AR 4000 OIL APPROVED
EQUAL AND DIY SAND AFTER
PATCHING
n A'rr•[ir"ri Ar"rA
L N.
C\1 TS
OUTSIDE DIAMETER OF
ADJUSTMENT FLING AND
BOTTOM OF CASTING FRAME
(SFF.
NOTE 6)
MORTAR JOIN(S) (3 8o-' MIN.-]" MAX.) —
SEE NOTE 3 ADD SPECIAL PROVISON
7- as. 3(i ).
DEPTH OF HMA TO BE 2"
BELOW THE BOTTOM OF
THE UPPER ADJUSTMENT
FLING OR A MINIMUM OF
8" WHICHEVER IS GREATER:
ADJUSTMENT RING (2" MIN.). SFF
NOTE 4,
SECTION -
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE THE USE OF SHIMS IS PROHIBITED.
USING RISER RINGS AND MORTAR. --
5, ALL MORTAL JOINTS SHALL REMAIN RISIBLE UPON COMPLETION.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF
Hh14A CLASS I" PG 64-22 (OR TO A DEPTH THAT IS 2° BELOW 5. X = 1'-0"M IIA� TO 2'_b" MAX.
THE BOTTOM OF THE UPPER ADJUSTMENT DING WHICHEVER,
IS GREATER) OR AS APPROVED BY THE ENGINEER.
3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS AND
FRAME SHALL BE MORTARED.. MORTAR SHALL BE ASTM C270
FOR TYPE S.
�► PUBLIC WORKS
DEPARTMENT
TYPICAL UTILI`i`Iltr COVER
ADJUSTMENT FOR
PAVEMENT OR OVERLAY
r. PLkN
PROVED
Puhllc tatA AdtataluLrialor
ABATE
NOTE:
1.
2.
3.
4.
T1 1
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4-
ELEIoT/OrV
MONUMENTGf%4/L
9ELL EC T �54C)k'j�/LL
_�00-101v 6. 9vi Ac lV&l
STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976.
THE CASTINGS SHALL BE GRAY—!RON CASTINGS, ASTt4 DESIGNATION A-481 CLASS 40.
THE COVER AND SEAT SHALL BE MACHINED SO AS TO NAVE PERFECT CONTACT
AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE.
WHEN THE MONU�IENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMEtIT
CONCRETE BASE WILL NOT BE NECESSARY.
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR
ADJUSTMENTS TO GRADE.
Monument Case & Cover
T
Y ADOPTED
USA C� CITY OF RENTON
+ • STANDARD PLANS
�LST DATE:1•Feb-89
DWG NAME: HR-04
SP PAGE: H031
T-404324
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SHEET: 22/RD-8
OF: 70
JOB NO.: 17534
DWG: STD —DETAILS