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^ N , Ll�� � W � 18 ^n CQ Ll -06 Ln FUTURE CONSTRUCTION NOTES:
o v � N m I1�0 W 6 CONSTRUCT 4 " AC PAVEMENT (MIN) OVER 12 " COMPACTED 95q 11 DJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109. SCALE 1" = 4 0'
zN + �� �N � � ^ � W=16
/l �J J\l ,�,J\l o ^ Li BC 1 J NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). 12 DJUST GATE VALVE BOX TO GRADE PER CITY STD. 130.
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� 95.39TC, 94.89FL
rJ'_ ��J_ �� r r �'J_ ro v a, + (2 CONSTRUCT 6" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. 1)-�'AWCUT & REMOVE EXISTING A.C. PAVEMENT
LO N,rn o 2 EC g -CONSTRUCT 8 CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. 14 SAWCUT & REMOVE EXISTING P.C.C. CURB & GUTTER.
0; N95.49TC, 94.99FL
Ch Ln ^ 1 20 1'_i��2_0'M 4�CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 RELOCATE FIRE HYDRANT BY OTHERS.
MODIFIED TO 10 WIDE. 16 RELOCATE WATER METER BY OTHERS.
HIBISCUS STREET TOKA Y A VENUE ; ►ERNE STREET _ O --CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. ��
SHT 2 6 ONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015. `�J CONSTRUCT 6 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED 95%
: RECORD OFIAW �l ._� NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005.
r" W = 16' UNLESS NOTED ON PLAN. OS --INSTALL STREET LIGHT 9500 LUMEN (100 WATT SCEf�10) PER CITY STD. PLAN N0. 1016.
a N0. W3 j � I � SF RECORD DRAWINGS HAVF BEEN p=-4EPAFWA IN
MARK:
P."r� �, UNN 1�NE "_3ASI,= OF INFfIc-MAT':ON C%C�MPIL)=E• ANDNSTALL STREET LIGHT 5800 LUMEN (70 WATT;SCE#17) PER CITY STD. PLAN N0. 1016. BENCH #9 BASIS OF BEARINGS:
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE BEARING OF N00'15'10"E ALONG
RESPONSIBLE FOP ANY ERRORS OR OMISSIONS WHICH INSTALL STREET NAME SIGN PER CITY STD. N0. 139. RETURN ®CITRUS AVE & NAIL IN LEAD S0. OF SE CURB THE CENTERLINE OF CATAWBA AVENUE,
RET
HAVE BEEN INCUHPORATED INTO THE DOCUMENTS AS
C I a A RESULT THEREOF.
0`
CURVE
TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
90'00'00"
37.00
58.12
37.00
C2
109'5953"
62.00
119.03
88.54
C3
95956"
112.00
19.55
9.80
C4
231 '35 "
300.00
13.23
6.61
C5
2'31 '35 "
300.00
13.23
6.61
C6
2'31 '35 "
300.00
13.23
6.61
C7
2'31 '35"
300.00
13.23
6.61
C8
9'59 56 "
112.00
19.55
1 9.80
HAVE BEEN INCUHPORATED INTO THE DOCUMENTS AS
C I a A RESULT THEREOF.
0`
FONTANA AVE.
ELEVATION: # 1195.57
PER TR. NO 11151, M.B. 164/94-96,
WAS USED AS THE BASIS OF BEARINGS
FOR THIS PLAN
Q O
C=
�e
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTSP
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
r--'X:
R�Li4
�T
c; �� m
w No. 36637 c m
* Exp: 06-30-06
S, clG✓
Pre ared Under The Supervision Of
P
PREPARED IN THE OFFICE OF
MADOLE AND A SSOC A TES, INC.
760-A S. ROCHESTER AVENUE
ONTARIO, CA 91761
PHONE (909) 937-9151
c�-
DRAWN BY.
'
DESIGNED BY.
�FOFCAL�FO�' �✓ ate /Z CHECKED BY.•
TOLL FREE 1-800-227-2ALE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. RCE 36637 EXP. 06-30-06
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � wENDELL L. /WATSURU
I
O
Q
Cl T Y OF FON TA NA, CA L lFO RN/A
STREET IMPROVEMENT PLAN
TOKA Y A VENUE & CITRUS A VENUE SC AS SHOWN
TR9 CT No. 16600 DA 7E.-
JUNE 2004
OVED B DRAWING NO. 3
3676
CITY ENGINEER R. C.E. 51152 DATE 6
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