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� �T 5
147 10+00.00 MAVENWOOD PLACE C INT.
�. � =22+41.86 BROOKSIDE AVENUE C/L A� ECR SW�T4
0) ,� /2 �� 10+45.05 BCR i WAY I
�' )m 82 •+ 0 3 °' Q ecR III I) I 10+48.05 T 8 I I �I
rr��� k `r - W) �o c _ 8 4 1128. 1 29.0 10+48.28 BC 112 EC 2 BCR 122 I ECR BCR 10 6
� ECR 1 r rC 11+09.21 �
�Q' ` \ 3N BC T 3[ 8+64.97 � � 9+55.02 ` 28,08 TC 'o o ECR TC 13+57.82
L o F PROP. R1W 12+67. S T BC EC PROP• R1 I
K I:1 81 �' 13+67.61 BC
/ cr cn 1 27. 21.6 0 T
` 27.2 �- L is L »
7+74.97 MAVENWDOD PLACE C 33• B B 1 11+00 7 43 PRop 8" w N - `' g rA �� 7
RADIAL PT. / T 31.96 00 + TC WATER "� 2 - -
0.99 55.90' FROM BC
A " r TC 2+DO 1 A Q TC 22.06 21.46
16 PROP• 8 rC D E 2 I z l PROP• C 21.40 W TC 4 N CURB 8
_ 27.43 PROP. 8 20.01
WATER 9+ - 6. � L 2 T � O 15 TC SENf1q � N - � FL - 13+ _ TC 16 U 2TC 9 14+DO CROWN
B 5' qcf / 4.4 F31 8+00 _ 16 C TC _ _ H 2 s' FL 2 � R P 2 2.20 - UNE TC/MOC » »
f7POw/ p� / C�MOC PROP o0 4 7C , °� 25.1 25 1 �� 4 15 FS 2 ?0.37 L 0 1 H
OP• 8 SEWER C TC 15 2 29 21.28 0. , '
� � 15 31.96 FL , S TC X
1 G TC ; I BCR EC _ 2 4+68.0
2 �C l `� I 23.9 10+52.54 ^ 11+09.21 '��• R/►Y vi 7 12+38.52 D PLACE C INT.
t �„ 4o BCR f 7C o� ^N a; - a 4n ao Y Z EERTHORNI WAY C1,L
�' .1 n� a EC C4 40 9+48.00 24.0 1 t R 111 0 3 + I 10 09 ci 40 _ BCR 18.74
%) N ? R/ . Zt 8+64.97 '78 ECR T . + / 0 D 0 ^ I
� / � io + V 4p � 14+15.67 10 TC
18. 0 '
1, 81 ec � 79 z�' z2 I � ;° 107 1836 7 Ec
3 MA TCHUNE
.4 o N D BC °+° 2 AVENUE 13+12.50 AIA WNWOOD PUCE C / 04 °' STA. 11 +81.94 E
T THORNBUSH WAY C11 NT. CR 16.0 1'
ri k + m 12+39.75
9 / m 11+ 42 EIC -2Q72' RT.
8 o E Sy }
EER�CRN wA
D
CONSTRUCTION NOTES
y
i
i
R
N
X
r BABE OF EAiaK�
0
J NORTHEAST CUARTER OF OE07M 23, TOWNSHIP �, ION 10, ND PORTION OF THE � 1/4 OF C.MrM1t Monte
1 NORTK RAMIE A WCS�T, SANT k49gDKN, SECTION 2S, BORH OF TOWNSH IP i NIORTH , PAN 1 E 6 WEST, SAN IM Corona Pak Cart
AS SH�IOWN ON AMENDING YAP OF TRACT NO.1Il7DC, CoronA CA 92 1D
E PED N BOOK 260 OF YAm AT PAcm ,N THDIOIK>fi OOtA�TY OF 8AN pN � 27'9-,3000
ift NCLtJlJNIIE, N THE OFFICE OF THE COLKrY Fes. OW 2 2100
IECOID@i OF SAN BEFO AFDNO COUNTY, ENG
NORTH 00'30'24' VA9ST.
RICH �AA�G REV. REMSION DESCRIPTION
D68CRitd® BY ME I FK POLRAN WA7E i DIBTTSCI 80.
- CAL F:C~ =2 RANCHO NEAR THE
i I I E ISECTION OF SLMU AVE AND CFEFRY AVE AT THE
N SOUTHWEST CORNER OF CHARY AVE AND StRr/U AVE 101
N FEET WEST OF THE �JIE OF CHERY AVE AND 37
0 FEET SOM OF T1HE CEMEMNE OF StRr U AVE SET F LUSH DIAL TWO MOCKING
ON THE NORTHWEST COR ER OF A 10 FOO? WIDE BEFORE DAYS BEFORE
i CATCIEASI�I OA FOOT SOUTH OF CLM Fy10E A STANDARD YOU DIG YQJ DIG
N YWDSC 3 NCH BRASS DSC STAkVW '3M Mr. 1QLL FNM -WO-227-2600
Q NAVD M _ 101136 S �� A PI LIC SERVICE SY I J SERVICE ALERT / RECOItO OXAw/NG
�QR
�5�' CV, F 1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE
Z SUBGRADE PER STD. PLAN N0. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION)
N O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003
. 41983
* EXP.03/31/IZ * 44 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
PER STD. PLAN NO. 1015
S CI�/1L ��. 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139
�� OF p1.4 O CONSTRUCT 6 "-8" CURB do GUTTER TRANSITION INSTALL STREET NAME SIGN WITH STOP SIGN R 1-1 BELOW
C PER STD. PLAN NO. 1003. 11 ( )
and I1890C, NC.
O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) PER STD. DETAIL 139
1011 N. A�NDO SST PER STD. PLAN NO. 1016 12 INSTALL STOP SIGN (R 1-1) PER STD. DETAIL 139.
ANAHM CA li'� GPAMIC SCALE O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS 15 ADJUST MANHOLE RIM AND COVER TO GRADE
pw m !>30 -me 40 0 20 40 80 PER STD. PLAN NO. 1005
F a . (7141 �'� 16 ADJUST VALVE CAN, LID AND COVER TO GRADE
1" = 40'
D"� a� pn D"'�"-E"�'"� CITY OF FONTANA CALIFORNIA
o QROF ESS/p�
SHOLLD OF THE FE X NOT ��v�\S 0 • C�I1,�,y�F
CO�ICE WITHIN TWO YEARS OF THE DATE OF APPWNAL BFIOWN �
F$EON AND CAFR® FORTH N A DLJCENT MANNER THE CITY ENGY�i � NO. C041983
MAY FEOtWE FEV�ONS TO THE PLAN18 TO BFM1G THEM INTO EXP. 3/31 /06
WFI H CONDRIONS AND srAPDAFM N EFFECT.
�' CNA-
qTE OF CA��O
of/os// •1- 1l
E N G I N E E R I N G
937 SOUTH V1A LATA
SUITE 500
COLTON, CA 92324
PH. 909 783-0101 FAX 909 783-0108
DELTA/BEAFING
RADIl16
LJ90019T.
TANKENT
A
21231'13"
38.00'
140.95'
130.29'
B
N86 23'33"E
-
50.00'
-
C
16'15'37"
112.00'
31.78'
16.00'
D
N70 07'57"E
-
90.05'
-
E
N70 07'57"E
-
225.03'
-
F
89 29'46"
25.00'
39.05'
24.78'
G
N53 52'20"E
-
50.00'
-
H
N70 07'57"E
-
83.03'
-
I
90'00'00"
30.00'
47.12'
30.00'
J
N70 07'57"E
-
48.28'
-
K
90 51 '20"
25.00'
39.64'
25.38'
L
90 36'32"
30.00'
47.44'
30.32'
M
08'43'37"
420.00'
63.97'
32.05'
N
08'43'37"
400.00'
60.93'
30.52'
0
08 07'05"
380.00'
53.84'
26.97'
P
N78 51.34"E
-
203.29'
-
Q
N78 51'34"E
-
158.60'
-
R
N78 51 '34 "E
-
306.46'
-
S
89 36'10"
25.00'
39.10'
24.83'
T
90 23'50"
25.00'
39.44'
25.17'
U
N78 51'34"E
-
9.80'
-
V
10 00'02"
112.00'
19.55'
9.80'
N68 51'32"E
-
42.36'
-
X
89 20'35"
37.00'
57.70'
36.58'
Y
89 20'35"E
57.00'
88.88'
56.35'
Z
110 34'59"
62.00'
119.66'
89.51 '
N00 33'29"W
-
42.36'
-
NOT07'57"E
-
3.23'
89.51 '
N78 51 '34 "E
-
155.52'
-
08'06'18"
400.00'
56.58'
28.34'
E N G I N E E R I N G
937 SOUTH V1A LATA
SUITE 500
COLTON, CA 92324
PH. 909 783-0101 FAX 909 783-0108
COYOTE CANYON TRACT 16290-2
DRAWN BY-
OS
� r PLAM
MAyE PLACE
5't AVENUE
T WAY
SCALE:
AS SHOWN ABOVE
DESIGNED BY.
LB
DATE:
OCT. 2005
PREPARED BY: CHRIS D. CUMMINS R.C.E. NO. 41983
EXP. DATE: 3/3
DATE: 210.0 (0
CHECKED BY:
SBC/,IcsJ.M,
�
Y
�A
DRAWING NO.:
6
10
TY ENGI E R.C.E. 51152 TE: