HomeMy WebLinkAbout2481-3.tifCONSTRUCTOON' NOTES
Oi CONSTRUCT NEW PAVEMENT SECTION, STRUCTURAL
SECTION IS 61l2 INCHES A.C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
2
C ONS TRUC T 8" CONCRETE CURB AND GUTTER
..
PER CITY STANDARD DE TA 1 L 101
■,i NISTA . � REDWOOD HEADER PER nets 4 SHEET_, 19.
0 s
CONS TRUC T 8"" ASPHALT CONCRETE DIKE PER
TY STANDARD AR RAW
DRAWING
CI D D NG 136.
C6)
CONS TRUC T GRADED S WAL E.
�8
CONSTRUCT NEW PAVEMENT SECTION. S TRUC TURAL
SECTION IS 3314 INCHES A.C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
CONS TRUC T NEW PAVEMENT SECTION. S TRUC TURAL
SECTION IS 5 INCHES A . C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
1�
CONS TRUC T NEW PA VEME'N T SECTION, S TRUC TURAL
SECTION IS 3 INCHES A.C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
Ux&rv*umA Ser., Alert
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS."
2:1
West
RIN
West
12'
18'
12'
PG
2x 2% 2: 1
2% 2%
TYf0CAL LOCAL 87REET SECTOON
A,l END OCA CURB RETURN.
1
ALMERIA AVENUE. CATAWBA AVENUE (SOUTH)1v
JACARANDA A VENUE . TOK A Y AVENUE AND CHERIMOYA AVENUE
RIW
30 '30
• � , East
'
'
mw
2' 20' I 20' 2'
I P. G-
I 4 2: 1 �% 2: 1
TEMPORARY CONNECTOON
STA. 115+58-19 TO STA. 119+00
30
I
20'
2%
20'
r
R/w
East
2: 1
TEMPORARY CONNECTOON
STA. 119+00 TO STA, 120+40.62
R/w Cypress 30'-46' Oleander 30'
m
R/w
was t
Cypress 30'-46' Oleander 30' RIW
r_ ; +ri i.�c SP' Juni Der 30' East
AS 20' I 20' Varies
in. 4' i 4, in.
16' 16'
PG
I
2% 2%
ger r O
� �I
� (Citrus)
e
(Cypress)
I owL'ne (Oleander( Flow Line
Per Plan (Juniper) Per Plan
CUTRUS AVENUE, OLEAMDER AVENUE
STA. 17+70.TOOI aT0 55TA. 22+90.00 STA. f 8+60.00 707 STA. 21 +40.00
CYPRIESS AVENUE JUNOTIER AVENUE
STA. 17+70, 00 TO STA. 22+30.00 STA. 19+25. DO TO STA.20+75.00
30'
rL
os 16' I 16'
i no f ( 4 if
1212'
PG
2% 2%
m
30'
NORTH CATAWBA AVE
To t.=6.o
sra. ro+oo. oo TO srA. 1 1+2s. 00
....n
RECORID i
RiW
Eos t
gig G S
ON NO. UK MEET i Of p