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12' REINFORCED
PCC PAVEMENT 1
scgLE: NOXE C51
IV OE SUBGRADE
TO 05X MAX CRY
ASPHALT CONCRETE
DENSITY
SECTION
PAVEMENT
2 2
LE: NONE
C50 C51
USE EXISTING JOINT OR
SA RUTEXISTIHC AVEMENI
OCCURRED
RwmE 1/Y GAP
Ie IT LATERAL
AND FILL WIHTSGLWI_ /
/EXISTING PAWMENI
\ DUEL EMIST STAR
W WMR RN
SEE HOLE 1 _ _ Y
PCC PAVEMENT TO
EXISTING PAVEMENT o 5
SALE NONE c cs
OE SURTAI sE
M1P
SEE NOTE 1
CONTRACTION JOINT
TYPE 1
SGI£: NONE I/r -
. P. i�YyI�L SEALANT
SEE NOTE I I. YI JOINT MATERAL
SE
fE KEYMAY DELNL J
(KEYWAY NOT REWIPe
FOR 1RWSVFASE JOINiS
E NOTE 2
/0 II MATERIAL
FILL WON JNNI SEAVM
CONTRACTION JOINT SEE
TYPE 2
SCALE: NONE -
JOINT SEALANT
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1r
1/21 JOINT MATERIAL
EXPANSION JOINT
TYPE NO
NE
xE
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suLE: noxE -
NORMAL
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CATCH BASIN
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tUA Lu AND OMF15E0, PRMW PUSIIt Lm
TO CREATE COP ON GREASED ENO.
2 JOINTS ME O WE
TPLACINGS
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JOANTS TYPE 2 EAGER
FN„SING
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CAPABLE
BLE OF AND CONCRETE
FTY,P
PANELWIDTHSLHS IN WHICH CASE A
SIDE
CONTRACTION TYPE CAN BE USED)
/
\ 10
CONTRACTOR SHALL SUMMIT DESIo ON ERNE
COXINLDUy JOMT /
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SPACING PRIOR TO STROCOON.
J. DEBT
MEN CT
TOOLED EXAWED
IMMEOIAILY
\
/
CALICO BASIN.
INITIAL SET.
1/Y "RANSON JOM
-'
SEE
1. PAVEMENT REINFO.PCEMENT MAY BE CONNINGF 5
TONE R \
/
6
MAXIMUM
THROUGH IMUMOF 0 JOINS SUBJECT
2- /5 TOP & HOT
/
-
TO PIAPPROVAL e
ROVAL THE ENGINEER
EACH SIDE TYPICAL \
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CL3.
EAN
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REINFORCED
PCC PAVEMENT
SALE: xJHE
.,
C51
(° COMPACT UPPER IV OF
UBGRADE TO 95S JIM
SURFACING TYPE R DENSITY
6'REINFORCED
CRUSHED
xED SURFACING
PCC PAVEMENT 12
PEP DETAIL 2
J'AC PAVEMENTNONE
SCAT: CAN
VARIES tlY° 1R'
CLASS 8 CONCRETE
TYPICAL PAVEMENT
SEE a HERE PER DECAL e
SPRING FINE
>r q_ Y5 "•
I'PAEMOLCfD JOINT FLUX
/5 OUTDO EW
,5 x OIYO
•••1Y
EXIST fiNH LIRE
IYA
6
DETAIL
LD
PAVEMENT DETAIL
SCNE: NONE
C50
CI
IS
WALE NONE
STD
NO "RATE
UNIFORM SLOPE
'i^ My
DEPRESS GRATE 0.1'
/� PRWmE s/P THICK
BELOW NORMAL
EXPANSION JWM1
PAVEMENT ELEVATION
MATERIAL ON IRMR
SURFACE ON TOP
RING OF CATCHBASIN
BETWEEN
PAVEMENT
PLAN
CATCH HIGH AND
CATCH
BASIN
UNDERSIDE of Sufi .
a
SC
SCAT ONE
-
/6 OIY
/6 *IT CC
SEAN MATERIAL AND
ALANT PER DUAL 5/G52
- p6
PAVEMENT DETAIL u
@4'1 RECORD DHAWIN
ANENT DETAIL
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LSD
R-4177096
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T-417704
Y,.N.;"..SIX,
❑ Aueum. WA 9B]02
BDE/NC ❑ GORED. WA. Ba2o1
❑ NEW.. WA 981
fALII111E5 NEEPgFMFNT ❑ Po OR. S
980
• PENiOHTON, '"" WSS
❑ sEXmuE, WA. N12A
N
9i
WHAT PAVEMENT DETAILS
r
4-01 PARKING AREA
FIX
A,
JRAMI
2 i!
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C 22
m uM
2/II/92
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