HomeMy WebLinkAbout3453-3N'LY RW
STREET
130'
STY RW
A
60' 70'
8' 52' 52' 18' LO.'
I 13' TO 13.5 24.0' TO 50.5' 8' 2'
EX. GROUND
TYP.
FG LL
' ( EX. A.C. PAVEMENT N ,`�, �� R JOIN EX.
.... 1 MIN.)
2.� AND BASE s 5, 1 (MIN.) 0 3 MIN.
qk• 2% 1.9% 5 MIN.
W
TO .31 % TO 3.73' 4 2.•
W (MIN.
2:92 ° __..� .....^ ........._.... .. _............. `�' - x - ...._ ..:: �- ...... _......
-------------- --
--- - -- - ------ -- ------
2. = - - - _...._ ... - - - _ _-_ _ = = EX. GROUND
GRIND 0.10' MIN. 6.5" A.C. 6 0.33' P.C.C.
5 6.5n A.C. EX. PAVEMENT AND 14 4" A.B. 5
4" A.B. OVERLAY 0.10' MIN.
4 3 BCR 17+36.43 TO BCR 22+44.72
TYPICAL SECTION FOR FOOTHILL BLVD
N'LY RW
m
1- 8'
52'
SEE SHEETS 9 AND 10
N.T.S.
STREET S'LY RW
1110' OR 120' -1
OR 60'
47'
_ 3' OR 13'
I
EX. GROUND VARIES VARIES
1, 13.50' TO 50.5' ZERO TO 38'
V
4 3 w � ' ���
2.1 5 c, EX. A.C. PAVEMENT
MqX 2% 1' (MIN.) (MIN. I G AND BASE _
73%
1% TO
--- ..... ........ ...... ____ ....... I
2� � -_ = - _ - - GRIND 0.10' MIN.
6.5" A.C. EX. PAVEMENT AND 14
5
4 A.B. OVERLAY 0.10 MIN.
BCR 10+61.92 TO CATAWBA AVENUE
TYPICAL SECTION FOR FOOTHILL BLVD
SEE SHEETS 7 AND 8
N.T.S.
STREET S'LY RW
N'LY RW
10 100' OR 121'
50' TO 60' 50' TO 61'
8' TO 20.4'
29.6'
OR 52' 31.8' TO 52'
so
18.2' TO
9'
EX. GROUND
VARIES
1 TO 17.40
I 1
VARIES ,
TO 24.70
0
= cn
1' (MIN.)
4 3 X
a EX. A.C. PAVEMENT a.
3
�
1' MIN. wLn
' AND BASE '
55`�
4
�
'3
1
x
(MIN. MIN.
1q
T 3
SWALEDIRT..
_ ...�. - -
-
!PROP. EOP =
6.5" A.C.
GRIND 0.10' MIN.
AV A D 14
EX. P EMENT N
PROP.
6.5" A.C.
EOP
2
I
4" A.B.
OVERLAY 0.10' MIN.
4" A.B.
6+38.00 TO 9+42.8.0 BCR
TYPICAL SECTION FOR FOOTHILL BLVD
W'LY RW
SEE SHEET 4
N.T.S.
STREET EX.
E'LY RW
1 67'
r
Ix
34' 33'
7' TO 22' I 21'
VARIES VARIES
7 to 20'
I
EX. GROUND PROPOSED o
FINISHED Li
3 SURFACEx 5'
4A 1' (MIN.) W (MIN.) S �,�,EX. A.C. PAVEMEN
y ? (MIN.) G� F AND BASE
-------- -----
--- -----------
EX.
W'LY RW
STREET
50'
EX.
E'LY RW
25' I 25'
E
r 10' TO 20' 12' TO 18.5''rY
P VAR.
VARIES
12' TO 14' fi
FL ELEV.
.1059 3
OR JOIN EX.
s
(MIN.) 4A'
TO 2.2%
*....... MIN.
...v..,,,,•:�
-- . _ _ _... - _........... _.._ .._.....�.... .....
--------
r _ _...... __ .........- - __--_=-_ _-_==-� _=
GRIND 0.10' MIN. 4.5" A.C.
14 EX. PAVEMENT AND. 12" 95% COMPACTED
OVERLAY 0.10' MIN. NATIVE SUBGRADE
23+73.00 TO 24+50
TYPICAL. SECTION FOR ALMERIA AVE
SEE SHEET 6
N.T.S.
STREET EX.
EX. N'LY RW
S'LY RW
L 50'
25' I 25'
' 14' 11 18' 7'
9.5' PARKWAY
EX. A.C. PAVEMEN51 0 3
i AND BASE I Q W 4A
MIN. v, W ..-
0.57a To
GRIND 0.10' MIN. 6.5" A.C. 5
14 EX. PAVEMENT AND
OVERLAY 0.10 MIN. 12" 95% COMPACTED �
NATIVE SUBGRADE
ECR 8+67.93 TO 9+43.30 ECR
TYPICAL SECTION FOR MISSION ST
W'LY RW
SEE SHEET 12
N.T.S.
STREET
68'
E'LY RW
34' I 34owl'
22
12' VARIES-- - VARIES 22,.
- 8.70' -TO 10.5 _ _. 0 TO -10.20'
�n PROPOSED o
FINISHED W
-• ......-_ 2 �� 3 SURFACE x
4A 1' (MIN.) ``' S' I EX. A.C. PAVEMEN
2% MIN. C` FS AND BASE
5% t
2 - - GRIND 0.10 MIN= �...�_ .�.
5 6.5" A.C. EX._' PAVEMENT AND 14 EX.
12" 95% COMPACTED OVERLAY 0.10' MIN. CURB & GUTTER
NATIVE SUBGRADE
36+97.79 TO 38+97.47 ECR
TYPICAL SECTION FOR TOKAY AVE
_
SEE SHEET 11
N.T.S.
EX.
W'LY RW
STREET
50' TO 68'
E'LY RW
34 I 34' I
22' I 22' 12'
VARIES VARIES 20.5' 6.5' 5' 0.5'
10' TO 22' �- TYP.
FG ELEV.
STA. 22+00 pi
PROPOSED o TO 23+50 OR JOIN EX.
. FINISHED
SURFACE ,
PROPEOp
^1..-
& EOP
. _.._. -_ . .... ... ._. 21
DIRT
SWALEf�-
i s Z7.li0 wmFM%j i w UVtKLAY UJU_ MIN.
NATIVE SUBGRADE
21+00 TO 23+26.60
TYPICAL. SECTION FOR ALMERIA AVE
SEE SHEET 6
N.T.S.
PARKWAY TYPE DRIVEWAY
VARIES _i_ VARIES _ _ VARIES
q° M -
2% MAX �ti' �. - ..
�� .... :., :.. �M
NECESSARY WHEN
NOTE: DRIVEWAY APPROACH
NO BLOCKAGE OF DRAINAGE DUE IS ABOVE EX: ELEV,
TO HOUSE BELOW STREET ELEVATION,
RUNOFF IS THEREFORE CONTAINED DETAIL 1
ON SITE. TYPICAL DRIVEWAY
N.T.S.
DIRT OR P.C.C.
._.-VARIES
Q
0.33' P.C.6-O
- -STREET CL-
X' PER PLAN
1' MIN SAWCUT LINE
EX. EOPJ T
DETAIL 96" PROP. EOP
JOIN TO EX. EOP
N.T.S.
STREET CL
X' PER PLAN
EX. OR PROP. EOP
f #mWAton 90%9 PROP.0&G
STREET
C&G JOIN TO EX. EOP
N.T.S.
W'LY RW Ct E'LY RW
VARIES
lime 34' 34'
owl
22'
12' VARIES VARIES 22'
0.5' 5' 6.5' 13.5' TO 20.5' - 0 -TO -7.5'
PROPOSED Q
FINISHED
-• _ c2 3 SURFACE x Q ,
M .) . w 5 EX. A.C. PAVEMENT
2% 4A 1' (MINMIN. FS AND BASE
_ .
A1.5% -3,11%
. ,,..
DIRT - - -_
SWALE 6 A P% 14
0.10' MIN. _ 1 4 -
40+87 TO .47+66.94
TYPICAL SECTION FOR TOKAY AVE
SEE SHEETS 13 AND 14
N.T.S.
DIRT I 4.5" A.C. GRIND 0.10' MIN.
WALE 2 Imo- 12" 95� COMPACTED EX PAVEMENT AND 14 EX.
NATIVE SUBGRADE OVERLAY 0.10'. MIN. CURB & GUTTER
17+58 TO 19+12.61
TYPICAL SECTION FOR ALMERIA AVE
SEE SHEET 5
N.T.S.
RECORD DR AWINkCa
T.' /JN 13500/DESIGNPHASEI /0206503. D WG