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176 LF 27 D/A. R.C.P CU9VE DATA 40LF Z7 P/A. Ra -P � 1 I EXIST. SEWER I
CONSTRUCTION NOTES 1 THE WATER DEPARTMENT SHALL LOWER OR CONSTRUCT "U" TUBE FOR 6" WATER MAIN A = 4l* -v, D" I I 1 I Its
MAIN I
OR ANY OTHER WATER MAIN INTERFERING FOR THE CONSTRUCTION OF STORM DRAIN.1415.64 TMHR I
THE CONSTRUCTION COST SHALL BE PAID BY THE DEVELOPER. L = I9/0 7
1� SAWCUT AND REMOVE EXISTING A.C. DIKE ►� I T = 9 ,f 7. _ J - / I I ' I I 1408.14 FL SIERRA
�2 REMOVE EXISTING POWER POLE (BY SCE COMPANY). 2 THE GAS COMPANY SHALL LOWER THE 6 GAS MAIN TO CONSTRUCT THE STORM DRAIN.- / I I I I ( IO, I AVENUE
THE CONSTRUCTION COST SHALL BE PAID BY THE DEVELOPER. I
Q RELOCATE EXISTING NO STOPPING SIGN AS DIRECTED BY CITY TRAFFIC ENGINEER. 9
3 ALL CONSTRUCTION WORK FOR UTILITIES ON BASELINE AVENUE AND SIERRA AVENUE MUST
�- -�'' / (� I I I 1 7 DISCONNECT AND REMOVE EXISTING SIGNAL LIGHT AND POLE {BY TRAFFIC SIGNAL CONTRACTOR}. BE COORDINATED WITH CITY TRAFFIC ENGINEER PRIOR TO START OF WORK. EX. 125-3/4 WATER
LINE
8 CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD. DWG. #124-A,W=1.5',H=4". = I �) � I (- - - - - - - - - - L - - -
CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD. DWG. #124-A, WITH 2-4"DIA. Cl PIPES. EX. 14 1/2" FWBV
-- (STEEL) WATER LINA 1
10 REMOVE EXISTING CMP. -_-�.= - -��- /��---------�-- ----- --- III Iv�z
11 REMOVE EXISTING 2-18"X15" CMP AND TRENCH REPAIR PER CITY STD. DWG. # 131 / �N / I + I cL J ~- - - - -T- - - - - - - - -T- -
I
13 REMOVE EXISTING PARKWAY DRAIN CULVERT AND CONCRETE STRUCTURE. ` / `= / Q (I 1 o w I
14 CONSTRUCT CURB RAMP PER CITY STD. DWG. # 104 A o� ��NSTRUCM / I I W o z I z W
�z
15 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. DWG. # 105 A00
v I I a
NOOO 00� 09�� Q I ��
1fi CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STD. DWG. # 101, 8 CF - - -
O17 CONSTRUCT MODIFIED CONCRETE DRIVEWAY APPROACH PER CITY STD. DWG. # 102-C �- Q 6 7 8 �. 2 9 2 2 3 ~ 7 (I I I 1 (w
o I z •�Q 50 Q 1 "- I w w �)
R AS SHOWN AND PER DETAIL AS SHOWN ON SHEET 1. o z I z /
0 � 00 < I 10 3 „ �� -` "` ._ � � — — — — a 0(,._. I I I I J /
19 CONSTRUCT CONCRETE HEADWALL STRUCTURE PER DETAIL AS SHOWN ON SHEET 1 � ` 313 6 Mn EX. 6 PKHN � o
d+ a� p g 1 Y z z 1 w WATER MAIN w u Q
20 CONSTRUCT 27 DIA. RCP D-2000 STORM DRAIN PIPE AND SLURRY BACKFILL IN ROADWAY r�i w a a\` �� - - z a `� � I I Ie EX. WV cl Q ��
AND DRIVEWAY AREAS. - $-------y�-------------------- -W--- ------ X14- zo - .� ---- / _ --- - _ - - j (---�� --
` r
v) UJ
# II I w
21 CONSTRUCT CURB INLET STRUCTURE PER CITY STD. DWG. 121 W=4' ,V=4.60' w ` x I ( I I
a w w � I
22 � CONSTRUCT 5"AC/6"AB MIN WITH SS -1 SEAL COAT AND MC -250 PRIME COAT. o - �I I w 0 1
SEE GENERAL NOTES 6 AND 7. LO l U)I I ( �EX. WV � 1 �
3 SAWCUT AND REMOVE EXISTING A.C. PAVING TO FEATHER OVER FOR SMOOTH JOIN. 50 o
III �� � I I
z ��1NN �1�"� , d- wz
24 CONSTRUCT ASPHALT CONCRETE DIKE PER CITY STD. DWG. # 136 TO MATCH EXISTING. o o-,o�, j ,1 `�" 28 �� I _ C6
2fi CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2 W=10.5' V=4.25' 7 U �; 141 Q..1 FL / J I 1 1 `t ( z ,I w w
o v
(SEE DETAILS DN g -ET3 ¢e5�
' + z 8 C FL Ca? 1.70% 1411.56FL I o0 11 a ( ! x a
c,a w 7 8 CF w m
27 CONSTRUCT 8" DIA. PVC SCH. 40 STORMDRAIN PIPE. O - �� �.::: 0 w o
. .
14
• • 1
O
i•T ♦ ` -
s
j rte.
.:..� s ,.... ,a -a ':' a.:'?.. .. -.'... ate..• .. • 1 r i'T.'-�'i. •�•� • �. •.v,'.
PROPOSED f 4 c� .Q - o i— n w
RO .. .
g � ,. 0 2 ,.n
INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLAN DWG. NO. . s oP �I� -
;... o i-
.� - EX. WVIle
0
PROPERTY LINE .. ... { o
_ .l r
r. .... �. . > ... , t
BY TRAFFIC SIGNAL CONTRACTOR
... ...... .:.. .. - _ ...... .... ,166.�� t
.- 3 I I ( w o
�-- z + I I` o "' `+ m
29 INSTALL STANDARD STREET LIGHT 22,000 LUMENS. Q, v ; ,� `' _: _ I Q- o- -i r Or I
o w ¢ + / (I cp N cn „ � _j O w II w I ��EX. PP
30 INSTALL STREET TREES PER LANDSCAPE PLANS. U � ui v W d- o N o v N+ i I I I o CO o C- w ~ w �7 -
00
+ d- c� c� cro N °' d- w _ + �� ,'/ I 1 I I o Q 11 0 = I
31 CONSTRUCT TRASH RACK PER A.P. W.A. STD. PLAN NO. 361-0. [SEE DETAILS OW SKEET9 4415-) + W r + + �� ul
C� � v � I � oo t 1
22 4 m ►� 26 >- + _ w + ' •�_ 2 w w z
W + II a w 16 20 15 +, oI 29 I I ( o o w fI EX. DRIVE
32 CONSTRUCT HANDRAIL PER A.P.W.A. STD. PLAN NO. 606-1• C9EE Dr TA OAI911EETS ¢0'5, � �- r' II a v � 9 u_ z � Z2 0 + � 1413.00F o r /o- � � V
� I
WATER
50 ADJUST EXISTING WATER VALVES TO GRADE PER CITY STD. DWG. # 130
51 REMOVE AND RELOCATE EXISTING FIRE HYDRANT
CONSTRUCT 1" WATER METER WITH 1" SERVICE PER FONTANA WATER
COMPANY DWG. #
5 CONSTRUCT 1 1/2" WATER METER WITH 1 1/2" SERVICE PER FONTANA
WATER COMPANY DWG. #
W it a w o_ r 51 5 53 L1= 4i 30 GIO i 8 F/ I o
cL � o �c o �= 2� ------ -- - 21 I -�-f-- r L Q 2.24
0 "'a i1 L=!8/�' 10+92.46 ( `
' 0 32' 1'411.00 FL/IN
FEBSI®� m �n c� a T =9:47' r 1409.10FL/IN
�® ®T Csy '�! 17 =` 1413.70TC ( I I (SEE DETAIL C SEE HEADWALL DETAIL
SIERRA AVEN U E
4$°9(' �� n 1412.87FL
AZ I I ON SHEET 1 ON SHEET 1
? �
N®.028466 BASELINE AVENUE SEE SHEET 2
cc
Exp. OMI -02 PREPARED UNDER THE SUPERVISION OF:
CIVI1l
0 CA\III �, -7- CJI- 19 q9, Cl TY OF FONTANA,
CALIFORNIA
"DRIVE WAY CURVE DATA"
#
DELTA
RADIUS
LENGTH
TANGENT
Q
90°00'00"
10.00'
15.70'
10.00'
®
90°00'00"
12.00'
18.84'
12.00'
"CURB CURVE DATA"
�3
90°17'43"
35.00'
1 55.16'
35.18'
97162513