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CONSTRUCTION NOTES MULBERRY
NOTE:
OI CONSTRUCT 61/2" AC OVER 4" CMB AVENUE 34 RELOCATE EXISTING WATER METER (BY OTHERS) SEE TABLES FOR EXISTING FENCE, GATE,
5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 _ 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) MAIL BOX AND TREE REMOVAL SHEET 47-51
® 6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY 3 ' ! 38 RELOCATE EXISTING BUS SHELTER (SEE CONSTRUCTION DETAILS)
0 7 GRIND EXISTING a" AC PAVEMENT AND PLACE 2," OVERLAY 100+00.00 _ �' i 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES LIMIT OF PROPOSED
(AHEAD) JURUPA AVE. GRADING R/W
' � AGENCY STD. PLAN
I CONSTRUCT PCC BUS BAY PER CITY OF FONTANA STD. N0. 1005 1 00+00. 00 (BACK) , 1 0. 00 RT = RELOCATE 2 -WIRE CATHODIC TEST STATION (CPTS) 236-151-20 120' 236-151-36 236-151-18
10+00.00 MULBERRY AVE. - ! 43 PER I EUA DETAIL N MEDIAN TAPER 1 5 236-151-35
0 12 CONSTRUCT 4 PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 1 I 0 15
O3 CONSTRUCT RESIDENTIAL DRIVEWAY ADJACENT SIDEWALK }a i j w 43 6 236-151-48 J�za 13 O 26 `
PER CITY OF FONTANA STD. NO. 1 001 (MODIFIED) i j i oN o N co 0
v � 236-151-49 0 0 0 M' 42 3 6 0 0 32 N N
w w I i 236-151-28 z 3 2 006 +� o� M N + II U
I- > w rnzU
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J S.B.C.F.C.D. DETENTION BASIN p v o .w ,r_o I-_ 1- , - _
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i o0 a_ U X c - + O v Co 00 CD Q N C0 4 4 Q N C0
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- - I- i ROPOSED N N N co w cn o + + o + + � II II +
. w � z = IR ! o z ter- z � v m - o �r � o v v 12 cn � F- Ln
• • J N w 238-091-04 OD- w u7 R /W 0 +- + +- z + 0 o o ° 0 0 0 211
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1 20 MEDIAN TAPER 1 ►n '9 I- _ 2
2. 5 0' L T I z ' `� .i V) Ln
I- N I I F- w � Ln 236-231-09
EXISTING R/W +o w rr EXISTING R/W
22 0 . 0o PROPOSED R/W
238-144-16 100+00.00 (BACK) JURUPA AVE. _ t °' p o - 0 38 0 0 - CURVE DATA 236-231-08
9+90.00 MULBERRY AVE. i j 0 z Z o f ao 0 M Ln r�
I 3 2 j w a r1ri w cv Ln w
15 CONSTRUCT COMMERCIAL DRIVEWAY (ADJACENT SIDEWALK) PER CITY OF REMOVAL NOTES I m U0 Ln U Ln v "'cr 0 f 0
FONTANA STD. N0. 1001 i I U0 x o w o m m w w m w w Q
40
2 I CONSTRUCT 8 REMOVE EXISTING PAVEMENT CURB & GUTTER PER CITY OF FONTANA STD. N0. 1000 E�- 77 I 50 i Ln w z v Ln m m- m m
a, Ln N U-, r.- � ,) Q N ro U, r)
4 I REMOVE EXISTING SIDEWALK I m z I` ,` w 1n � "' ao M o `i'
22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1 000 _ ! 127' ; _i �' - 0 o m N > m o ,` Ln ao o aD Ln
p - - M CD 0) � N - � m
O23 CONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. I 42 REMOVE EXISTING CURB ! j i +o 00 o w o+`+ z + + N rn rn 0
003 43 REMOVE �- - - 0 0 J 0 w o w o w o w
EXISTING CURB & GUTTER I 0 w - w _ w
26 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 j 3 32 32 - m
31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE LANDSCAPE PLANS 44 REMOVE EXISTING DRIVEWAY ICD Of 236-231-10
O
32 POWER POLE TO BE RELOCATED (BY OTHERS)
HDR ENGINEERING, INC.
2880 MARKET STREET, SUITE 100
RIVERSIDE, CA 92501
(951) 320-7300
ora- filsrv01 \u stn proj\200093\003\project-drawings\layou ts\200093e05.dgn
_cam...__........
TOLL FREE -qqmmmpw' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/4/2007
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
8:34:51 PM DFLTUSER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS 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 CONFORMANCE WITH CONDITIONS
AND STANDARDS IN EFFECT.
No.
Q
R
L
T
I I
90"28'27''
50. 00'
78. 95'
50. 42'
ID
220 37' 12
65. 00'
25. 68'
13.00,
13
220 37' 12
65. 00'
25.681
13. 00'
14
220 37' 12"
65. 00'
25. 68'
13. 00'
15
22"37'1211
65. 00'
25. 68'
13.001
O3
180°00'00"
2. 00'
6. 28'
N/A
74
180000100"
2. 00'
6. 28'
N/A
Prepared Under The Supervision Of
;11
SSS/ON
Ate: KIM Z
C 57374 A
Exp, 12 -3I -
C VIL
-CIVIL
OF CAS\F
Date : 12/5/07
L0
0
EXISTING
R/W
SCALE IN FEET
0 40 80 120
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
DRAWN BY:MM LAYOUT PLAN SCALE. •• , `
DESIGNED BY: STA 94+40 TO STA 106+40 DATE`
KRW 12/5/2007
CHECKED BY: APPROVED BY -DRAWING II i DRAWING NO.: 13
TK F_e C c� �Nl o /M � 0312*hof
CITY ENGINEER R.C.E. 51152 DATE: 4 3 12 47',