HomeMy WebLinkAboutSWP3002042.5CN
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12" CEMENT CONCRETE PAVEMENT —EXISTING VAULT NOTES:
TO REMAIN
15' _1 15-' 15' 15' 15' 15' 15' 15, —1-1 2'± 11 12'± MATCH EXISTING 1� ALL EXISTING SURFACE CAPS
AND MANHOLE RING AND
- PAVEMENT ELEVATION-.
SHALL BE RESET TO
NEW GRADE.
..........
10
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2. PAVEMENT JOINT LAYOUT AT
L
DIVERSION STRUCTURE MAY
VARY DEPENDING ON LOCATION
15" RAIN OR EXISTING STORM D
SEE SHEET S503 FOR
�:<b
C�D,
DIVERSION STRUCTURE LAYOUT
♦ LEGEND
tx ty,
EXISTING PROPOSED
co- c�
,�b,
(E) WATER VALVE
DER wiv (p
Cl
GUARD POST
-lb
A
■ TYPE I CATCH
REPLACE WITH BASIN
(o t�D
12 REINFORCED Ln
'152)
\ID \\ID -4
0 TYPE II CATCH
CONCRETE
.:ER
BASIN
FILL. UTILIDOR WITH a
CONCRETE TO
�n FIRE HYDRANT
C�v cp
c.NEAREST LID JOINT-1
\A
NEW PVMT SPOT ELEVATION
BEYOND NL
PAVEMENT CROWN (SPOT OR JOINT
EXISTING UTILIDOR
n TO LEFT OF
ELEVATION NUMBER)
1 -00% PAVEMENT SLOPE
ol --------------
FRAME
SEE DETAIL 1/S501 FOR
CONTINUOUS
JOINT DETAIL 4 WETVAULT--------------4' NEW PAVING LIMITS PAVEMENT SLOPE
<�D cl,,, ti�TO MATCH EXIST
c'TO\FROM
''GONG PAVEMENT
-`Y 1�) WETVAULT JOINTS, TYP EXIST GRADE
SEE SHEET S500 ASPHALT CONCRETE
PAVEMENT
N`b 1,`b' CEMENT CONCRETE
------- CATCH BASIN SEE DETAILS 8/C52
PAVEMENT
AND 9/C52 TYP OF 4 ;ADD 5 GUARD
0% Z6'
I'D A -,.POSTS PER DETAILS
'RETE
lb
NP \10, \`0 4/C101 & 5/C101
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61
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DIVERSION STRICTURE
... .. . . ....... . ..... . '' I— l.lll 14 - I —, .... .... .. '4—
`5HEET
GEN NOTE ��THIS SIFT
/V
SEE D�TAIL 3/C5�2 FOR JOINT
0 AT RTl A H, EAST
j
I WE CC, PAV WEST IiD EMtqT EDGES
MATCH EXITING T__
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♦
A +��W;5p
T � jt-D-
L-EVA- -K)N,-
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('n
. .. .... . ......
20' 0 20' 40'
GRAPHIC SCALE
NORTH PAVING PLAN
AS SHOWN
4-21 4-20 LAKE
WASIHINGTON
--------- --
4-04
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4-81
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ob ffloglow
0 1204 2•a KEY PLAN
CITY OF RENTON
K P1 A M E fl, C t Ali 14 0
( C 'ONSULTING ENCGINEER��3 DEPARTMENT OF PUBLIC WORK
CA, SED ON !NFORIVIA_i
P)Y' THE CON-1-i NORTH PAVING PLAN
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