HomeMy WebLinkAboutR-385429" SEAL JOINT .WITH LI
pUID; j
....
. .. SAND
COVER OR GRATE
. 12" MAX. O
ASPHALT AND COVER,
' .WITH .CLEAN DRY
RING G OR FRAM
FIMA OVERLAY
uj
CRUSHED SURFACING. TOP PATCH:... a 3 4
//�\ %} ASPHALT
DR Y�\. HMALt/2 wv�
I
HMA OVERLAY TO BE
ENGINEER A64 -22 -
FLUSH WITH .PAVEMENT. ... .. .. 1/2"
.COURSE AS DIRECTED: BY' _ , a w
THICK
EN ! P.
HMA. OVERLAY NO STE DJ RIOSERSEAE LOWED. GROUT TYP: .
y
SEAL JOINT WITH ' :: .. ( ) DIG OUT m.
PAVING ASPHALT. ... 8: (TYP) EX CB LIMIT- y N
CB
.
HMA \ DEPTH
OVERLAY 1 OVERLAY OR- MH
sm
OVERLAY .DEPTH 4 NOTES
r �
- '_x,x..s." h^:?. /`�ti%- ASPHALT PERIMETER SHALL EXTEND.2" BELOW ADJUSTMENT RING S.�NE E.
z � � ,�• � .�_
✓1 _1111 _l./_ L .//.///111> EX GROUND 2. UTILITIES WITH..CONCRETE RINGS AROUND .STRUCTURE SHALL HAVE
" � EX ROADWAY •
... . .... ... . . .... ..
RISERS TO
PER THIS
GRIND EX ROADWAY:: EX ROADWAY SECTION
FINISHED RIME
SECTION CONCRETEREMOVED AND REPLACED WITH: f
..
3. ADD: OR. REMOVE BRICK AND/OR .ACHIEVE REQUIRED
Fl LEVATION.
' �/ONA6
%1 BUT. JOINT PLANING: EDGE: RESTORATIONUTILITY ADJUSTMENT 5/12/2016:
NTS NTS NTS.
j
. . . .. ._.. _. . .. _.
... ... .. .... ... . ..
n �
. .. HMA - .... ..
F VERTICAL CURB' " END.O RB'
. • E DE 6 N
:: FOR PAVEMENT REPAIR
MATCH X. PTH .OR 6 MI 2" HMA CL 1/2" PG
HMA CLASS 1/2" PG ,64=22 , . 2" HMA CL 1/2" P.G'.64-22. . . . .PLACE AND COMPA& A .3".MAX LIFTS. 64 K FOR. OVERLAY
FOR 'PAVEMENT REPAIR. FOR OVERLAY
MATCH EX. DEPTH OR 6" MIN. VARIES PER PLAN x A ED CU 2'
EX ROADWAY SECTION. a N
PLACE AND COMPACT IN 3". MAX LIFTS. L
EX ROADWAY SECTION, d
q ZZ X ROADWAY BAS z
TRANSITION TO ROLL RB '
EX ROADWAY, BASE .
x
CEM CONC. CURB AND GUTTER'
/ MATCH •EX CURB 'PER COR STD PLAN 101 PROJECT:
... VERTICAL SAW CUT OR
D DEP ROTOMILLING TO FULL DEPTH. SueMITTAL: -
:.
4
VERTICAL SAW CUT OR _: 4 MIN STC (COMPACTED DEPTH) 5006
4! -MIN CSTC (COMPACTED DEPTH) - TACK:COATTO ALL :ADVERTISEMENT
ROTOMILLING TO FULL DEPTH: J EX SUBGRADE EDGES
COMPACT .EX SUBGRADE ., ._. APPLY TACK COAT TO. :ALL._. ,
E E
COMPACT C LY (NP).
. .. APP
EDGES S
E .(n P)
REMOVE SUBGRADE: UNTIL SUITABLE MATERIAL AS' :'
REACHED ,OR AS -DIRECTED BY ENGINEER. _ X=PROP CURB HEIGHT PER PLAN ...
NOTE:
REMOVE. SUBGRADE UNTIL' SUITABLE. MATERIAL
IS DIRECTED BY
REACHED 'OR AS ENGINEER.:
.... .. . .
i1 TYPICAL PAVEMENT REPAIR " TRANSITION TO ROLLED:CURB ,.TYPICAL PAVEMENT RESTORATION':"
NTS NTS ... NTS Z a
Iw¢AI
J
�t
'2" HMA CL 1/2".PG-6,4-22 .. 'EX ROADWAY, SECTION Q W
:.VERTICAL SAW CUT OR
FOR OVERLAY
!. ROTOMILLING.TO FULL.DEPTH. 1',. 2.5' 1' EX ROADWAY BASE d
APPLY TACK COAT: TO: ALL MIN MIN MIN ,: (�
EDGES,-(TYP)' _ . ...
... ... .- ...
3., HMA CL 1�REPAIR
PG.• 64722 .... ... .
FOR PAVEMENT IR
HMA CLASS 1/2" PG 64-22 � : ..: 4': CSTC
��� FOR PAVEMENT REPAIR.. (COM.PACTED DEPTH)
4'° ,MIN CSTC ✓\ ,' .... \ _ . .... ... .
/ MATCH EX DEPTH OR 6" MIN.
(COMPACTED DEPTH) _
= V, O O ' / 3 MAX
O PLACE AND. COMPACT IN LIFTS:: .
o' -'L�"\ -' -' `\r COMPACT EX SUBGRADE . _
: /\ /\ /\ < ../\ /\ /\ /\ /\ /\ /\ /i GRAFT:
PAYMENT LIMIT FOR CSTC rH
o .. � .. •...
COMPACT EX SUBGRADE
2" SCH 80 PVC' `CONDUIT ,(TYP) :
HEM.'
2"
Approved for Bid: .
.: .: .. ... - .. .. CE
0.5' COMP SUBGRADE 3 ... NOTE: .... ,. .... P ACT EX SU .. ... .. _ ._ - .. - GATE:
ppro I :
City of Renton ;. Date 5
IS REACHED OR AS DIRECTED BY ENGINEER. . .. SCALE:
REMOVE SUBGRADE UNTIL SUITABLE. MATERIAL -i2=ie
k.7 .�
TYPICAL UTILITY TRENCH SECTION' ,. HMA SIDEWALK; Approved for Construction PER PLd"
NTS NTS :29
.' CALL 2 BU91NE93 DAYS 'sNEET
n,
iFORE YOU DI(M
_ 1 24-3555
-boa-4 .... City of Renton Date . of 31 . <
. ,
q :m