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CONSTRUCTION NOTES
6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') 14 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE
I°ipq„ 1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE
f PCERavoE rqq sn SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) O CONSTRUCT 6'l-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 15 ADJUST MANHOLE RIM AND COVER TO GRADE
�/NE qr co� MG. NO / D_1 UN£ Of' 1 B CONSTRUCT 4.5 MIN A.C. PAVEMENT OVER 12 MIN. OF 95% COMPACTED NATIVE
s:, : S ql - 9 S. cI : G r SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) 16 SAWCUT EXISTING PAVEMENT
V=SS 8 J VA//)FD V4SS
PER STD. PLAN N0. 1016
Pia" • PH . F 'ARE M� 2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 17 CONSTRUCT 1-1/2" AC OVERLAY
�-... Lam- �/Fw/�-p OP �, �� PRgo°�D " O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS
f / �� �- l U �,/ I ,, SHEET /� C,tH,�£NT ,{1i�R 3O CONSTRUCT 8 CURB AND GUTTER PER STD. PLAN NO. 1003 PER STD. PLAN NO. 1005
S? / r I 10 9? 49 '4CV)T A�DK/NC / 13 O4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) 11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139
PRS} N ?1 b, , �;?1C __ PER STD. PLAN N0. 1015 13 REMOVE BARRICADE
"� .*c /�, 1 �£ L,,RQ° ?4" . 0 °I v:s °N 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 - • a °� o sf*r 5
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s'
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tr 3.36 iMLLOW 1£ C /NT.
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i
ARE BASED ON THE WESTERLY LIE OF
BEND A BUBD ANON OF A PORTION OF THE SOUTIEABf 1/4 OF SECTION 14� TO NWr 1 NORTH,
- - -
_..��..
A
jBEAIIIW
THE NORTHEAST' OUARTE1 OF SECTION 23, TION NIM
PANCB: S WEST, SAN BERNAfDNO k*30X R� COUN'TY OF SAN BERNAFEIM.
25.00'
B
N13 27'58"W
-
1 NOR'iHi, RANCE S VEf, SAN BR3MNRDNO hE�IAR�
-
CatlAa�c Hiomaa
AI.BI���E and ASSOC, NC.
-
�
I
AB BH�� ON Alr@D!q YAP OF T11ACf NO.1S78Q
D
7286 Corar P�oi�M Cou't
1011 N. /Mniw+ttb 81r'rat
87.50'
-
FIM N BOOK 48D OF YAM AT PAGES 48 Ti110 M
9000'00"
Corar4 CA s�
Ar>�>� CA 82808
30.00'
E
Sq I CLJJS E, N THE O� OF THE COUNTY
-
Ply (ND 2'79-3000
Phf (714) �1Q26
G
.1
=
FECOiDER OF SAN COUNTY, BEND
NORTH 00'80'24' VWf.
40.63'
Far (86D 287-2100
Far OW SWUM
N00 37'12"W
-
25.73'
-
I
87 31 '07"
25.00'
i
23.94'
REV.
REVISION DESCRIPTION DATE
ENGR.
CITY
DATE
DEBCRR� W BY bETAOrUU I AN WATER DIFTRIC ' SO.
C�ALFORMA =2 RANCHO CIJC`�AYONOI� NEAR THE
IN I OE I ION OF Sluff AVE AND CHEMiY AVE AT THE
o SOUiH WWW CO NM OF CHEIM�Y AVE AHD BISI W AVE 101
N FEET WBBf OF THE �1�E OF CHEMTY AVE AHD 37
n Ft�T SOUTH OF THE CE�iTEPLI E OF SUMW AVE SET FU�H DIAL TYO VE MCING
ON THE NORDNAMT CORNER OF A 10 FOOT WIDE BEFORE DAYS KFQIE
CATCHEAM OA FOOT SOUTH OF CID!! FACE A STANIMM YOU DIG YOU DIG
n YWDSC S NCH MUM DWK STAIM PED @ A WW. TOLL FRE -a00-227-2400 1 Rsceez. wsmvs 6 � r_ 61 �l�s►rot
5 NAVD M -1e= I EEI A MAIC SERVICE fY l� SERVICE ALERT R . DWW dw a 74.78•Nr •3• •s 8% c N Tf1 $ 210
• . =• . - . f - • f -I
.. -. •• • • • - • : ---
SEAL-ENGM M
o QROF ESS/p
cv��`' ��S 0' C8'1/� Yc;
�� ys
c)
w NO. C041983
EXP. 3/31 /06
&;g CIM
E OF CAL\F�
DELTA/BEAF00
RADAJ8
LEN./DI6T.
TANG�IT
A
90 00'00"
25.00'
39.27'
25.00'
B
N13 27'58"W
-
343.57'
-
C
N0037'12"W
-
87.53'
-
D
N0037'12"W
-
87.50'
-
E
9000'00"
30.00'
4712'
30.00'
F
N0037'12"W
-
208.52'
-
G
93 06'39"
25.00'
40.63'
26.40'
H
N00 37'12"W
-
25.73'
-
I
87 31 '07"
25.00'
38.19'
23.94'
• . =• . - . f - • f -I
.. -. •• • • • - • : ---
SEAL-ENGM M
o QROF ESS/p
cv��`' ��S 0' C8'1/� Yc;
�� ys
c)
w NO. C041983
EXP. 3/31 /06
&;g CIM
E OF CAL\F�
-7r-
:•
� ���
DELTA/BEAFM
RADLIS
UENJIDW
TANGENT
J
24'15'05"
380.00'
160.84'
81.64'
K
27'21 '44"
400.00'
191.03'
97 37'
L
24 52'52"
420.00'
182.39'
92.65'
M
N27 58'57"W
-
76.51'
-
N
14 30'58"
420.00'
106.41 '
53.49'
O
1430'59"
400.00'
101.34'
50.94'
P
1430'58"
380.00'
96.28'
48.40'
Q
N13 27'59"W
-
388.57'
-
-7r-
:•
� ���
-�
CITY OF FONTANA, CALIFORNIA
E N G I N E E Ri N G
COYOTE CANYON TRACT 16290
937 SOUTH LATA
DRAWN BY:
�� � PLNS
SCALE:
SUITE 500
0
COLTON, CA 92324
OS
NO A�
AS SHOWN ABOVE
PH. 909 783-0101 FAX 909 783-0108
DESIGNED BY:
��♦� ROAD TO W 11MATE LAW
DATE:
PREPARED BY HRIS . U R.C.E. N0. 41983
LB
SEPTEMBER 2004
EXP. DATE: /31/
CHECKED BY:
AP VED / �� •
DRAWING NO.:
4
DATE: 0% 4T
0L SC/JA J•Md
TY ENGINEER R.C.E. 51152 DATE:
W7
10