HomeMy WebLinkAboutD-20420512" CEMENT CONCRETE PAVEMENT EXISTING VAULT
TO REMAIN NOTES:
87' 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 12'± 12'± ISTING 1 ALL EXISTING -SURFACE CAPS
MATCH EX AND MANHOLE RING AND
E PAVEMENT ELEVATION:,,�:
SHALL BE RESET TO
NEW GRADE-
2- PAVEMENT JOINT LAYOUT PJ
:H
DIVERSION STRUCTURE MAY
T - -- VARY DEPENDING ON LOCATION
f
OR EXISTING 1T STORM DRAIIN
SEE GENERAL NOTE ASPHALT CONCRETE PAVEMENT E H S
2 SHEET C50
PER DETAIL 2/C52
A -H
16 A rot DIVERSION STRUCTURE LAYOUT
----
A-
4k 1 to -1ro 1110
LEGEND
p EXISTING PROPOSED
HYDR,�WT H19
SEE(&
GUARD POSTE
C, ADD PER! WATER VALVE
+
0 SLOPE TO DETAILS 4/C101 &!5/ClOt 3
• R GUARD POST
DRAIN, TYP
FO CO RETE PAD
IN, ASP T PAVING AR S -
TYPE I CATCH
TYPE 2 tK REPLACE WITH BASIN
i (SEE NOTE 2.,,SHEET C52) c9b 12" REINFORCED • IN �l IN �p A 'A A TYPE If CATCH
1 !CONTRkCTIONrJOINTt PER \ro CONCRETE
N BASIN
DETAIL 5/C52 TYP; FILL UTILIDOR WITH
CONCRETE TO �o
A
4 (:�v FIRE HYDRANT
tKo A. NEAREST LID JOINT-
i, lb-
BEYOND NEW PVMT SPOT ELEVATION
PAVEMErT CROJN;� (SPOT OR JOINT
+
EXISTING UTILIDOR
I -,Ib TO LEFT OF
PAVEMENT CROWN A
ELEVATION NUMBER)
Aa'94
CENTER CATCH BASIN FRAME 6b 1-009 PAVEMENT SLOPE
AND COVER IN SLAB o- SEE DETAIL 1/S501 FORLT A-
CONTINUOUS
MATCH EXIST� JOINT' JOINT DETAIL 0 WETVAU i NEW PAVING
I i LIMITS PAVEMENT SLOPE
SP CING , TYP -�-"To MATCH EXIST Cn
TO\FROM
-CONC PAVEMENT
A EXIST GRADE
i , TYP
WETVAULT JOINTS
ASPHALT CONCRETE
0 MATCH 'CROWN LOI6ATION 1 SEE SHEET S500
PAVEMENT
OF EXI 45 1') 1
S CEMEiNT
-lb ew
CONCRETE �qEM
�b
CEMENT CONCRETE
SEE D----TAIL AND 9/C52 TYP OF 4
Lki I I CATCH BASIN SEE DETAILS 8/C52 :�--,ADD 5 GUARD -AVEMENT
C
FOR T(PICAL 10 U INUKLIL
cn 11 4)
1�� t�l �b �b 1�b 4 9�� POSTS PER DETAILS
---NT S CTI '�4/C101 & 5/C101
SEE DETAIL ll/C52 PAVEM NI -
Lli FOR SIMILAR rvml
z JOINT AT EXIST
so
Q,
CEM CONIC PVMT -,,A b
(oq - �p �'3
A 'A
J --l" 'IV 4v 's�
PROVIDE PAVEMENTI JOINT •
AT
CATCH BASIN PER <-ro 6%
DETAIIJ 9/1052
A
cc
Tmd
4 �Z
U 'TU
I t7
DIVERSION STRUCTURE
SIF
-E-;TfEt-F 550q AND
IS
-o
GENE NOTE: 2! -THIS SHEUET
135' SEE DETAIL 11 /C52 FOR JOINTS WITH DOWEL BARS SEE DETAIL 3/C52 FOR JOINT
'T�
PAVEMENT JOINT AT EXIST AND TYPE 2 CONTRACTION
CEMENT CONC PAVEMENT JOINTS PER DETAIL 5/C52 TYP NL�
a WEST PCO PAVEMENT EDGES
MATCH EXISTING
20' 0 20' 40'
GRAPHIC SCALE
NORTH PAVING PLAN
AS SHOWN
-SWR-30 -2042
4-21 4-20 LAKE
WASHINGMN
4-117
4-17
4-81
F-
R�C(DRD DRAWINGS 1
KRAPOFR, CH N' f
BASED ON .'JF0FlMA URN�SHE�
BY T.ILE CONTPACTOR
KEY PLAN
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
NORTH PAVING PLAN
4-01 PARKING AREA
DESIGNED- DATE: 2/93 FILE NAME C51
DRAWN:
CHECKED: SCALEAS SHOWN .E BOOK: PAGE
APPROVED SHEET. 5 OF: 13