HomeMy WebLinkAboutD-2042046' CEMENT CONCRETE
13 9. , 12'-07'_=
61 TYP OF 2
X
0
SEE DETAI
11 i01 OR P VE t T
@ utl J JL At txl�) I
ELE TRICA CONBUIT.
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r 4' 66• 66, 66• 87' 87'
GENERAL NOTES
77
1 ALL EXISTING SURFACE CAPS AND
M MANHOLE RING AND COVERS SHALL
U)l BE RESET 10 NEW GRADIE-
i:H
-H F-
2. EXACT LOCATION OF CATCH BASINS
MATCH EXISTING
PAVEMENT ELEVATIOP (—ASPHALT CONCRETE PAVEMENT i�) 0 (N ALONG WEST PAVING LIMITS WILL
PER DETAIL 2/C52 a- Ld DEPEND ON LOCATION OF EXISTING
�
STORM DRAIN 10 BE REPLACED-
cp CONTRACTOR SHALL VERIFY LOCATION
OF STORM DRAIN AND CATCH BASINS
I"w BEFORE START OF CONSTRUCTION-
m 4 U) • SEE
CIO
FOR CONCRETE G • —n — ; -H • PAD IN ASPHALT
•
LEGEND
_PAVING AREAS
EXISTING PROPOSED
61
WATER VALVE
Yr
GUARD POST
TYPE (SEE NOTE SHEE C52). EXIST MANHOLE
CONTR CTION JOIN S. PER .DETAIL 9 x 19' CEM C NC
5/C52, TYP LIFT STATIONS TYPE I CATCH BASIN
S E L VERIFY EXIST E IONS • TYPE 11 CATCH BASIN
11 52 ILAR
PAVEMENT 01 T AT ... FIRE HYDRANT
CEM CONC MT
0
1�0 - --- -_ - - _b I . . I lb I . zil
. . . . .0'� I - - PAVEMENT CROWN .1 , ELEVATION
...... -019 SPOT ELEVA 0
(SPOT OR JOINT TO
SEE DETAIL ll/C52 FOR 1
LEFT OF ELEVATION
PAVEMENT JOINT AT EXIST NUMBER)
-CEMENT CONIC PVMT �Lo
AIR
tK
1-09% PAVEMENT SLOPE
�V)
CONTINUOUS
1STIN PAVEMENT CROWN
OR
T FOR.
EXIST
0NG P),,
Ld PAVEMENT
Ty
SLOPE TO\FROM
EXIST GRADE
ASPHALT CONCRETE
ENCASE 9' AIR PAVEMENT
LINE PER DETAIL
10/C52
CEMENT CONCRETE
PAVEMENT
57�1'
W 0
If 0 0 — SLOPE TO
0 12i :5
Of Lu >
140'
135'
6 mo -,To -
9*1
20' 0 20' 40'
GRAPHIC SCALE
SOUTH PAVING PLAN
AS SHOWN
4-21 4-20 w E
- WASHINGTON
msi le
{jjjKEY PLAN
RFrt).RD
s
01: ;W-ON
W,.zATION
CONT FACTOR
BY !U— ATP ? h A
I/ /