HomeMy WebLinkAbout105A
NOTE:
THERE EXtST5 AN ELEVATION
DIFFEREIJCE OF 0.20' 8ETWEEN
COONTY BENCH MARK 4 BENCH
MARK ON TRACT #8393.
COUNTY 5.M. A-223
ELL Y 1451.45
EXCAVATION C.Y.. ___2 _ __. 22G
EMBAklVMEKJTC. Y. 68
2 436 2 /81
O 1
2 /08
11
� 6 /7/
/4
27 213. �= 28 1
23 19
T
. 5 H E E 7 IOTA L._,5 :-- ____1541
10 /46
N
W
W
ASPHALT CONC. DIKE
O
W
OC
Q
W
BASE LINE a
Z
00 a
W
p
=
W
>- =
} j
a
:D
d
Q
BOOK REF.
Z
a
00
Z
0
�
Z
3
in
Z W
_
cl'
W
3
STA. ZI+50 -
CUT4MEETEXIST. PA717
WP
S LINE 4
et2 -
7
a$
=7
\A\
STA, 47+93,23 (CARNELIAN 5T, i �I
STA. 22+22,54 t BASE LINE -
O — INDICATE5 ANGLE POINT
.5TA. 47+35.23
CUTE MEET EX15T PAV"T.
BASE LINE
6'
OVERL Y EA15nNG A.c.
.% WIDTH VARIES 13'GVAR lES
SLOPE VARIES . SLOPE VARIES -zx --�
FUTURE COUKr7Y Z0.35'TYPt S A,C,
CURB¢ °rTER TYPICAL 5EC TION
STA, 25 +50 To STA 29+510
:10R
w
W
a
T = !7.83
L= 28.11'
ETD DIKE
5TA. 23+20
DGE OF PAVEMENT
444 Y O N
�-- 4"SA5 LINE V
-- s-
-�- 6" SEWER LINE O.4
"f-` �, .....
40
END DIKE
5TA. 23+20 ' "
Joe
spa ikqt)
IZ'
15'1 VARIES
T
PLACE 5P1=CIAL
in
W v
`a
ASPHALT CONC. DIKE
uj
W
OC
i
N
(Y
DATA
(y
A= 91'09'44"
_0 Qu
a
R =18, 00'
PROM LE
d
T=18.37'
BOOK REF.
W Q ?-
L= 28, !od'
0
�
Z
3
in
Z W
_
cl'
W
3
Q
= W
#ir
DI Z
0uU
•
VARIES
GRADE
_29L V/1RIE5
W
V)
Q
W
o
11 W
n I-
a
a
WCL
a
n W
a in
a w .
a m
�
%z: I 0, 35' TYPE B' A.C. I IYt'I
0
0
Z
TYPICAL SECTION
0
PLACE 5PECTAL
Q
►-
ASPHALT CONC. DIKE
5TA. 22+54.54 To 5TA. 25 X50
°
3
SCALE: i"=lo'
A to
t
a
�
1
N.E. E.P. RETURN DATA-.
NQ_ TM: STA, 28+00 TO
STA, 29+00
A - 89'27'59"
CUT$ 2E EX15T,
A.C. LEFT t
4
R= 18.00'
-MOVE
STA. ZI+50 -
CUT4MEETEXIST. PA717
WP
S LINE 4
et2 -
7
a$
=7
\A\
STA, 47+93,23 (CARNELIAN 5T, i �I
STA. 22+22,54 t BASE LINE -
O — INDICATE5 ANGLE POINT
.5TA. 47+35.23
CUTE MEET EX15T PAV"T.
BASE LINE
6'
OVERL Y EA15nNG A.c.
.% WIDTH VARIES 13'GVAR lES
SLOPE VARIES . SLOPE VARIES -zx --�
FUTURE COUKr7Y Z0.35'TYPt S A,C,
CURB¢ °rTER TYPICAL 5EC TION
STA, 25 +50 To STA 29+510
:10R
w
W
a
T = !7.83
L= 28.11'
ETD DIKE
5TA. 23+20
DGE OF PAVEMENT
444 Y O N
�-- 4"SA5 LINE V
-- s-
-�- 6" SEWER LINE O.4
"f-` �, .....
40
END DIKE
5TA. 23+20 ' "
—EDGE OF PAVEMENT
O
to
PLAN
3f
Joe
spa ikqt)
W
W
w in
im 00
PLACE 5P1=CIAL
in
W v
`a
ASPHALT CONC. DIKE
uj
W
o
%nul
4)W
aero IM.
DATA
ty
A= 91'09'44"
_0 Qu
a
R =18, 00'
za
d
T=18.37'
BOOK REF.
W Q ?-
L= 28, !od'
0
�
Z
—EDGE OF PAVEMENT
O
to
PLAN
3f
=4d
�
W
W
w in
0
WQ
in
W v
W
W
Il 3
0
uj
W
o
%nul
4)W
4.
lij
a < aW
ty
30uca
_0 Qu
W
Ot
�O
ZO
Z V/ Q
0uul
_.BTA, 25+50- -- CUTE 1ST PAV1'
BE61 N OVERLAY OF EX 15T PAV T
R
UNDERGROUND TELEPHONE CABLE
Y 136" COWC.A_RCH 5TORM DRAIN a Y
fir' —. • .— N.890 58 38 E.
$ Ao
4yo 140% taw %qM
e0 "0 IV
REVISIONS IAPPRI DATE
Z
IL
Y
S 3"SEWER LINE
4" GAS UNE
o
0%
e
o
W
cv_
uj
W
o
%nul
4)W
4.
U-1
0,
�0�
Ot
a
a
za
d
FIELD
BOOK REF.
W Q ?-
OF SAN BERNARDINO
0
�
Z
� 0
Z
DRAWN BY
a �
p
w
0uU
•
REVISIONS IAPPRI DATE
Z
IL
Y
S 3"SEWER LINE
4" GAS UNE
o
0%
CL
o
22
uj
W
o
J
2
d
1k
F-
Ot
Z�
n
O
_
v'¢
p 5
FIELD
BOOK REF.
REVISIONS IAPPRI DATE
Z
IL
Y
S 3"SEWER LINE
4" GAS UNE
o
�
CL
o
J
J
Q
p
1k
OW
a
Wm
=m
p 5
a IY
COUNTY
OF SAN BERNARDINO
ROAD
DEPARTMENT
DESIGNED BY / K
APPROVED BY
DRAWN BY
CHECKED BY
1 5I R- 1R. DATE -
ASST. ROAD1 COMM N
RECOMMENDED BY
1�4�a�e�rerreii%RE
5TA, 29+80
MEET I-X15T. PAV"T.
— A. C.OVERLAY
i
PLAN 8 PROFILE
W. 0. NO.
CARNELIAN STREET ROAD NO.O 4421
BASE LINE 213450 AA
--C. C. 0 NO. /— FILE N0.
73-70
CUCAMONGA AREA
SHEET i— of 2—
FLY.,
--4 W
i CA
C
OD
co
EVZ;/N CATCl/ eA5/A/
51 t E.P. 33.75' R7. ,.51�- 09.20 - .SG• 88
L
1�
�O
15
I
.3i 7s' oil _ Z'
5D
/7TT�-11171T
CUr ', REMOVE ��� %
Fxl s -c A. C- "pCI i
� k (b.
Z6 0 Z
�C%I
1
V•f �l
3 a 0 ,2l
m
Q O
O ti
Lo 1
qt M
M ti
l�
xylo
� 9 y �O LINE
y
Z6 �h
,
Ip
x
5 9'�
49+ A E.P. RETURN DATA. SCALE: /"=2d'
A - 89 ° 2'1' 59 "
R & ! 8.00'
h T = I'7.83'
a' y L = 28.11 '
15ECIN DIKE RETURN
E.P. 33.75' KZ . STA . 48f45. ZS
Ile9.? �9`'
k k 1y ENO DIKE RETURN ,
EP 34.3' LT. STA. 22!'t0 7 3.80
/Pt
IIoba��93 q �z!°�3 9 tZ qti0A$ a yo �baq �q,� o�q b �q� �q �4 E.P a9ti �� $ ��� p'►� 32•,�°'� p�h� �2
'k
q 9 D9 �q bcq 9 k \9 9 h
4 1, 3 b 3 1 b q. t� b N �� y' k'h h \O k0 d�`
��p� _ k to• ��. t0 ��. �1 ��.
y9 ,\'� q ag
1517
�p\�+AAO t)�22 � 2 3 ,iq � 24 V� o� 0k 26 qy EM ST .E.P_ 34 2 10r \3 8 0
Ott• q,
E.P 9. fib. tv Al
c
w '3ba
C-
F- Q hr
A R
.wV s
r
� '1 ENO DIKE RETURN
E.P. 40' RT. STA. 22+ 65.13
\ 5M N DIKt RETURN
Z2, --E.P, Z4' RT: STA . 4r7+3-4.37
1E. P. RETURN DATA
D= '31° 09,44"
,47+ R= 18.001
Tr 18.37'
L - 08.(.4'
EDGE EARTH SNOULMR
R/w
\; ,, -A, C. Over/ay
t
No.