HomeMy WebLinkAbout342C6. Rtn.
A - 68 °44'08"
AO 20
L = 90.97'
7' /9.56'
,c
h
h
Const pavPrr�enf per �ypica/ selc•fion
Saw -cu/ jedemove .91 If exist PC.C. ch qut/er•
is
and ConstPC.C. Cross gutter per Std. //9 -
0
See Sheet 2
I
4'
�o
C6. ,P1n.
,Or 9/°/5'52"
R= 20
L = 9/. 86
Tr ZD.45'
See Sheet 2
tie j i� �Q► ��• � � �
tPI.C. sidewalk per Sto! /09
7
'01
' S -- Const 4'X O.67� R.C. B.
`V1 i I 4PP I�P�A/�-ghp.PI
kE BASE LINE
IN
14.y
.$fleet .f
h �
(f CHURCH
INDEX MA P
ST.
Cb. A7,67, C6. A7fn•
See Sheet 3 D - 94°/0'001' A =9/°/5'52"
R=20 R 2,0
/ - 32.87 4,3186
I II3 4f
T* Z/. 5/ T - 20.45
IN Iki
PC.C. ,valkper Std /09
I I
�
std. s �
I CANDL EWOOD ° ST.
1Y6 W 6 QT
� Const. pavement per fyvica/ section '�
9611 / o Caist PIC. cur, /8 "gutter- Per Sta/ //5
llJ a17.5 PC.C. sio'ewa/k peg- Std. /09 W
I
Curb opPmhg perStd.
Const, W.,r Std. 203 6rod.) apron
See Sheet /
/"t4o
28
h
I I SUBDIVISION IMPROVEMENT PLANS
OP
TRACT NO. 5351
SUBMITTED FOR APPROVAL BY
- — — -= --- — — —.— o Curb gve71;74P per Std 2066 ANDREASEN ENGINEERING CO.
a.. o ,•
A7emove 29 /f er.'st.
P. C.C, ch. gutter
R. E. 8205
�o 'h H 0 J Const. PC.C. Std. 203 (MOd)aprOn - Curvy Dada APPROVED BY CHECKED DATE
Const. 4'".4C. �ll.,Q,Q=50 D=/09°58'47" L*95.98' SAN BERNARDINO COUNTY ROAD COMMISSIONER
R.C.B. DETAIL 0S ' 4In
/' Curve Data Ch. R= Jf d_ 233°07'48" L e154 62'
° "f -97 4--,
� Sidewa/k finish
033'
140,4w0.67=1./5'
0.50
3 both Ways /2"o. C.
TYPICAL SECTION
4,.y 0.67' TO
1.15' R. C. B.
/"r20'
APemo ve G r S3 07 48 S �r A- 50 D- CO 9 L- D E P U T Y DAT E 9-25'-67 • ?v. yvo
/09 sf A.C. N. k' ,?= SO L=46 -Ag'
Curve DataI Zh /V cb. A 62 �L= 574.9' SHEET NO. 2 OF 3 SHEETS
N, /2 ,P= 330 ar27°/0:39" L= /56.5 '� (0 g8)
A/• cb. R=318 a= 27°/0'.f9" L s /50.8 (Sa,�'o n
it ?=300 D= 27°/0'39" L= /42. t �t
S. cb. ,P=282 G=25°/8'/3" Ls/24.5 ��' c�Q \ �
S. R,P= 270 D = 22'37'20" L = /06.0'`9 �� 8 ' \ \ _
s_
�.
12
ST
ti
319
d. b W6M �p3�
p + A , \
3-/2
clear
.;
033'
140,4w0.67=1./5'
0.50
3 both Ways /2"o. C.
TYPICAL SECTION
4,.y 0.67' TO
1.15' R. C. B.
/"r20'
APemo ve G r S3 07 48 S �r A- 50 D- CO 9 L- D E P U T Y DAT E 9-25'-67 • ?v. yvo
/09 sf A.C. N. k' ,?= SO L=46 -Ag'
Curve DataI Zh /V cb. A 62 �L= 574.9' SHEET NO. 2 OF 3 SHEETS
N, /2 ,P= 330 ar27°/0:39" L= /56.5 '� (0 g8)
A/• cb. R=318 a= 27°/0'.f9" L s /50.8 (Sa,�'o n
it ?=300 D= 27°/0'39" L= /42. t �t
S. cb. ,P=282 G=25°/8'/3" Ls/24.5 ��' c�Q \ �
S. R,P= 270 D = 22'37'20" L = /06.0'`9 �� 8 ' \ \ _
s_
�.
12
ST
ti
319
d. b W6M �p3�
p + A , \
SUBDIVISION IMPROVEMENT PLANS
60"
TRACT NO. 5351
30"
.v"
/Z'
/8' /B"
�?"
SUBMITTED FOR APPROVAL BY
6" 12' /2'
6
Curve Data
4' Ds' WR Prl30 D=/Q'04'/Z"La8/.04'
Curve Data
JY R R=270 D= /4°04'/2" L=66.30'
ANDREASEN ENGINEERING CO.
0.35' ar7'
o..�s'
W. cb. ,P=3/8 D r /4°OQ'/Z" L = 78 09
W t6. �P= 282 D s /4°04'/2"
t - 69.25"
J,4�zdldzv-1
s/o y*=:
%I
F R=300D=/4°04'/2"L= 73.67'
�� I
� �P=300,0= /4°04'/2"
L= 73.67'
� �-
74)
R. 820
r
Leve/ %i7e
Slo ,.:.o: f. c6. �Pr 282 D= B°2Z'Z8" L = 4/. Z2"
f. cb. �P= 3/8 D = 5° 25"52"
L= 30.
E . 5
,.
9"c f.
"� f
E. iP R= ?70 D r S°57'06" L = 28.05'
E. R 530 d = 3 °/9'/4"
Z Q /9. /3'
APPROVED BY
CHECKED
DATE
Const 4"PC.C.S/C�en'e/k
per Std. /09
�•
�COnst 0. 23'A. C. pavement
°�'
Ccnsf Q Re C: 57deffa1k per SH /09
SAN BERNARDINO COUNTY ROAD COMMISSIONER
tf.-/' --._L � Iow-..AA— --r t'I•w/ //L I
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