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o ROTHCHILD
ST. CURVE DATA
DELTA RADIUS LENGTH TANGENT COMMENTS
A 1007'13" 845' 16.52' 8.26' EAST CURB
�� V h on m V1 C� �� B 4027'06" 865' 67.21 ' 33.62' C . L .. STA . 5+00 TO C.L. I N
I V
ce9-� (G �0 i1/43�/B j9�� �y RSD ��° ap Xi �'�' ,� C 2' 22' 47" 885' 36.76' 18.38' WEST CURB
FCP i�•32g m (1r ��� �• D 14.25' 42" 845' 212.79' 106.96' EAST CURB
5 ^'
ti �T ZENO co1V6_7 \� �°0 O' VS E 18.37' 56" 865' 281.29' 141.90' C . L .. C . L . I NT . TO r. L : I N
• 2 y: 3 2 .p' n �� w F 12 56'4?" 885 199.95 100.40 WEST CURB
A2 :;. • R'� T G 12022'37" 845' 182.54' 91.63' EAST CURB
H 17.35'50" 865' 265.67' 133.89' C.L..C.L. INT. TO C.L. IN
,A
1 " / 20- , 'q }' /1/ 82° /3144 211 I 12033115" 885' 193.92' 97.35' WEST CURB
t 4- 6j1 �� J 3.49' 60" 845' S6 49' 28.26' EAST CURB
Z C9 Ive Dg&y K 7040'43" 865' 115.921 58.05' C . L .. C . L . INT. TO P.C.C.
?
- ,i5 7 Ft; - /3(, ATG X% hq�� L = 2.41' L 5' 52129" 885' 90.74' 45.411 WEST CURB
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,I 12 ,(� 13�� �� \m���4 / 0 M 5' 51' 41 " 4.80' 49.10' 24.57' EAST CURB
3'SQ CORNER PILASTER N 10044'00" 500' 93.67' 46.97' C . L .. C . L . INT. TO C.L. I N
_ �jl�•�p /6 6• Q PER L\P\D DWG LC -7 0 6032101" 520' 59.30' 29.68' WEST CURB
3 6a2 Q A3 5 « /o CR If o� 2 P 0' 46' 10" 2380' 31.96' 15.98' EAST CURB
/V ��°/2 }� 0 1' 57' 10" 2400' Al 79' 40 90' C L C L INT TO STA 16
4 hqo. �k R 1014'58" 2420' 52.77' 26.39' WEST CURB
q
,ENO CONST. ° 1i2QT �� q \
y7°.52'33llly, h, y� 9TG 3 \•,,�i 1 %Q S 79' 44'12" 20' 27.83' 16.70' CURB RETURN ST. HELENA
K�P90> "� ' 3 3 - �' ti X� V vv' V T 95' 24' 18" 20' 33 30' 21 98' CURB OCT" T
4 RN S HELENA
/sa 8088 3 �, , p o \� `' 6- C%- U 142' 10' 18" 20' 49.63' 58.37' CURB RETURN ST. HELENA
ooNs7--Pyw 6 �.�� '`o �- °h %- V 142"10'18" 20' 49.63' 58.37' CURB RETURN ST. HELENA
C.
N ) ► ��' ' ��1
-17"col, W 97.32' 25" 20' 34.05' 22.82' CURB RETURN SEA SHELL
° I 0 Q o� q % f iQ 795�� ��� 0� X 77.34' 22" 20' 27.08' 15.07' CURB RETURN SEA SHELL
V ' R OTH C H I L q' ,�� Q� S �, �� -m� Y 142.10' 03" 20' 49.63' 58.36' CURB RETURN SEA SHELL
�'4 ,N�, ,�i y N Z 1 16 02 10 20 40.50 32.03 CURB RETURN . SEA HELL
COURT / V �N q �$� ,�-� '9/3 32� ^ ,,fG� ,
IS / , "`' 12 Tc �g X� PO Al 94"10'00" .20' 32.87' 21.51' CURB RETURN . ROTHCH I LD
2 77
/ ��-• �� / •� 0�� \ % 1 8 ,�rFG .� :� \h � `, A 51 1 1 20 27.18 16.15' CURB RETURN ROTHCH I LD
3142010'19"
mQ� A • , „ 20, 49.63 • b8.37, CURB RETURN ROTHCH I LD
A4 111,15" 54 43 20 40.81 32.58 CURB RETURN . ROTHCH I LD
Q� $, , . A5 86 00 2F 20 30.02 18.65 CURB RETURN . CONSTITUTION
��� l�P r`��-P6- A6 85.29' V4" 20' 29.84' 18.48' CURB RETURN . CONSTITUTION
A7 96144'02"20 33.77 22.50 CURB RETURN . CONSTITUTION
L • O A8 92' 47" 55" 20' 32.39' 21.00' CURB RETURN . CONSTITUTION
O' 1/ A9 101007'10" 20' 35.30' 24.31' CURB RETURN . YORKTOWN
�� 2� 4 A 1.0 766,47' 41 " 20' 26.81 ' 15.85' CURB RETURN . YORKTOWN
/()/V/ - -38.9 91 sy `` �� , Al1 05' 00'36" 20' 36.66' 25.07* CURB RETURN . YORKTOWN
Q �� 13f9DT� Al2 77* 11'24" 20� 26.94 16.96 CURB RETURN YORKTOWN
C o X 261' ,, A13 1 08 53 2420 48.49 24.25 WEST CURB
L -jy� �• o h�� �� R14 2. 16� 14" 2400 9b.1 1 47.56 C.L..P.C.C. TO C.L. INT.
./ ,¢0 38 A 1 B 1 33 10 2380 64.50' 32.25 EAST CURB
AM 7"05'13" 520' 64.32' 32.20' WEST CURB
I �' �• i� ��%�!F ��- �A17 11"23'00" 500' 99.34' 49.83' C.L..P.C.C. TO C.L. INT.
A18 6 46'21 480 56.74 28.4 EAST CURB
3 SQ CORNER PILASTER �� 3977,cL
WG LC -7 �� 3 nn..��oti 2 OP Nqf
PER L\P\D D
V/V
W. LINCOLN 1,._._..1,00P ROAD
CONSTRUCTION NOTES:
01CONST.
8" CURB
& GUTTER -PER STD.
NO. 101
O
CONST.
8"
TO 6" CURB
b GU -r T ER
0
CONST.
CONC.
SIDEWALK PER STD.
NO. 105-A
CONST.
8" TO
6" TRANSITIONAL
CURB
CONST.
4" A.C.
OVER 12" COMPACTED NATIVE
@,.',CONST.
WHEEL CHAIR RAMP RER STD.
NO. 104-A
0
CONST.
CROSS
GUTTER PER STD.
NO. 104
0-0 9, 500 H PS STREET LIGHT
A3RECORD DRAWING ti� ON
C \had' �-� 4 O
26229 Z.
rhe information on this dr�wir- ; Is obtained from others and O ��
must be ve,ificd in the field by anyone prier to use or O v �� Exp.
construction. MALL & FG R(EM.AiN, INC. is not responsible for x
fictions. All above .
underground facility locations or dep ground
readily it seen and verified by the parties that �� '<<' �jf of cAUF
facilities can be
i>'rtend to use same. � �Q` C9�
CITY OF FONTANA, CALIFORNIA
REVISIONS ENGRS' DATE CITY DATE. PUBLIC WORKS DEPARTMENT
APPROVAL APPROVAL DRAWN BY � SCALE
x4vIlsF GU�?g QETUQit/.S j ADI Z11012-9✓cam -2�8.� A S STREET IMPROVEMENT PLANS „ ,
Df�T.o, Rz;f ak6 LC_¢ • HORIZ. • I = 40
i ST. HELENA C8; RT CEL�VgTIONS) JC 9-19709 G w 3170 REDHILL AVENUE •. COSTA MESA, CALIFORNIA 92626-4675 • (714)641-8777 DESIGNED B VERT.: 1"-= 4'
_--92 K� W. LINCOLN L ROAD
ENGINE
EKING LAND PLANNING LAND SURVEYING CHECKED BY DATE:
PREPARED UNDER THE SUPERVISION OF: JCH STA. 5+00 TO STA. 16+00-
C
6 `�" 0 0
,� JOB NO. �� /y DR. N0. SH: NO.
� �- 3 - 8 r' - 3801-0 20 APPROVED �c� �� /
JOHN C. HOGAN RCE 26229 DATE INTERIM CITY ENGINEER R.C.E.25126, 62� I I OF 19