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REV. REVISION DESCRIPTION
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FOR BENCHMARK ANDrl 11
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SEE SHEET 1 BEF❑RE DAYS BEF❑RE
TOLL FREE "mm' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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PROFILE SCALE
HORIZONTAL 1 " = 40'
VERTICAL 1 " = 4'
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CONSTRUCTION NOTES:
2O CONSTRUCT MIN. 6.5" AC PAVEMENT OVER 12" MIN.
OF 95% COMPACTED NATIVE SUBGRADE.
3O CONSTRUCT BUS BAY, CF=8", WITH 60' STORAGE
LENGTH PER CITY OF FONTANA STD. PLAN NO. 1014.
4O CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF
FONTANA STD. PLAN NO. 1003.
5� CONSTRUCT 8" PCC CURB PER CITY OF FONTANA STD.
PLAN NO. 1003.
6O CONSTRUCT MEDIAN OR BAY TAPER PER APWA STD.
PLAN 140-2. SEE DETAIL 2 ON SHEET 7.
Q8 4
CONSTRUCT THICK PCC SIDEWALK PER CITY OF
FONTANA STD. PLAN NO. /0/6 AND PER THE PLANS.
O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP
PER CITY OF FONTANA STD. PLAN NO. 1006.
13 CONSTRUCT PCC MEDIAN NOSE PER DETAIL 2 ON
SHEET 6.
16 CONSTRUCT 8" TYPE B ASPHALT CONCRETE DIKE PER
CITY OF FONTANA STD. DETAIL 136.
19 CONSTRUCT LOCAL DEPRESSION, CASE A, PER APWA
STD. PLAN 313-1. SEE DETAILS 1 ON SHEETS 7 AND 8.
23 CONSTRUCT COMMERCIAL DRIVEWAY, PARKWAY TYPE,
PER CITY OF FONTANA STD. DETAIL 102-B, WIDTH
PER PLAN.
25 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
FONTANA STD. DETAIL 103, WIDTH PER PLAN.
30 ADJUST TO GRADE BY OTHERS.
33 CONSTRUCT PARKWAY DRAIN, S=6', PER APWA STD.
PLAN 151-1. SEE DETAIL 1 ON SHEET 11.
34 CONSTRUCT Cr SCH. 40 PVC SLEEVING. FOR DETAILS,
SEE LANDSCAPING PLANS.
36 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
-2. SEE DETAIL 1 ON SHEET 9.
STD. PLAN 300
37 NEW STREET LIGHT PER STREET LIGHT PLAN.
�Z 6,4VVCuT, KEMovE � Naut- EXisT DW?! ,4prv.4cY
VCD,gE DRILL 1/V67"4( -L ¢'r PVC S/DEVv�4L.KOR,41 V
_ . PE,� CiTy,STo. n�0..3ao2
OD
AC PAVEMENT
"a
PCC PAVEMENT
35.02'
COLD PLANE AND OVERLAY
8957'58"
EXISTING PAVEMENT
NOTES: 1)
REFER TO STREET LIGHT PLANS FOR
OB
STREET LIGHT STATIONING AND NOTES.
2)
FOR MEDIAN TREATMENT, SEE LANDSCAPING
-
AND IRRIGATION PLANS.
3)
FOR DRIVEWAY DETAILS, SEE SHEETS 34-37.
25.66'
ALL DRIVEWAY LOCATIONS ARE TO BE FIELD
CURVE #
VERIFIED BY CITY INSPECTOR.
4)
FOR DEMOLITION PLAN SEE SHEETS 1 TO 5 OF
ITANGENT
DRAWING NO. 3251.
OD
9902'03"
35'
55'
35.02'
C
8957'58"
35'
54.96'
34.98'
OB
180'00'00"
2'
6.28'
-
A
2Z37'1 Z'
65'
25.66'
13'
CURVE #
DELTA
RADIUS
I LENGTH
ITANGENT
CURVE
DATA
F' UL4U—UzI—LU—UUUU — _ I 'C1 1 r, cv � � a ,
43 h o s z p ,e ecotvgTRUC7 %>wgl< 4y w1 rw 8 PCC CUF�B �, vrrER
c0 O O co C9 . II co II r- Z PER ClrY 570. /000 4A/P 4" PCC 6 ' W/D ^
T ': G�D/1/T��C'T�✓2 4
l � 6 �� I 00 000 � �+ z � + 3 rn m � rn � 5 1vEr�r�rLK PE�e CirY s7D. No/o06
/p CD�/C' �,%,� r-� r- o Q� � mN h � Quo: hQC
h� h N� II H II I—wO Gln
DM �i9C' D''�S'%��a- a II a cna3 cna� cnmd N�
T �� oo 40 20 0 40 80
L=120'
W=10'
JLC S/� WALNUT STREET �'
/�J"lJ�?�tI �/�9�/t/G/T CIJJ�US 37
SEE DETAILS 5 AND 6 ON SHT. 60
19 36 25
KGCOQ� ' DrzA\viwG
07 SCALE IN FEET
(sos) 933-5225, (909) 933-5228 FAX
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED !MPROVEMENTS NOT
I
I
QR NNSB�k9l
p F
gO�LE
1131 W. 6th ST.,SUfTE 350, ONTARIO, CA 91762
CITY OF FONTANA, CALIFORNIA
/7
CHECKED BY: -
SF
APP VED ; "
CITRUS AVENUE WIDENING IMPROVEMENTS
15
7 3
Z�3�d8
uo'.�
ITY ENGINEER R.C.E. 51152 DATE:
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.
s
" No. 30006 n
* Exp. 9/30/07 yt
qTF pF CA��F���
(sos) 933-5225, (909) 933-5228 FAX
DRAWN BY:
ROADWAY PLAN & PROFILE
FROM 698.54' S/0 WALNUT ST
T0,)201,4"/ /0 WALNUT ST
SCALE:
1 "=40'
Prepared Under The Supervision Of :
Date:
DESIGNED BY:
DATE:
10/1 05
CHECKED BY: -
SF
APP VED ; "
DRAWING NO.:
3247
15
7 3
ITY ENGINEER R.C.E. 51152 DATE: