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CONSTRUCTION NOTES
1D CONSTRUCT 8" CONCRETE CURB & GUTTER OVER 6" A.B. PER CITY OF FONTANA STD. PLAN NO. 1003.
2O CONSTRUCT 6.5" THICK A.C. PAVEMENT OVER 4" THICK A.B. OVER 12" THICK COMPACTED NATIVE SOIL.
CONSTRUCT 6" THICK CONCRETE MODIFIED COMMERCIAL DRIVEWAY ENTRANCE OVER 4" THICK
95% COMPACTED CLASS 2 CRUSHED AGGREGATE BASE PER CITY OF FONTANA STD. DETAIL 102-C.
RETURN RADIUS=35' (W PER THIS PLAN).
4� CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD. DETAIL 105-A (WIDTH
PER THIS PLAN -8' WIDE FROM CURB FACE ON CITRUS AVENUE).
5� SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
6� REMOVE EXISTING A.C. BERM.
7O SAWCUT & REMOVE EXISTING CONCRETE CURB AND GUTTER.
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54"SD RCP 00
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42+ 77
12"S VCP '�l
-�SMH
NO.
DELTA
RADIUS
LENGTH
O1
24'4842"
53.00'
22.95'
O2
24'48'42"
77.00'
33.34'
�3
61'25'41"
23.00'
24.66'
®
63'39'11"
35.00'
38.88'
O
47'46'42"
35.00'
29.19'
6d
24'48'42"
65.00'
28.15'
77
47'28'26"
35.00'
29.00'
�8
70'49'04"
35.00
43.26'
43+00
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PROFILE SCALES
HORIZ.: 1 " = 20'
VERT.: 1 " = 2'
45+00
E,on tole]
47+00
E DO]
EXIST. "WARNING"
MARKERS
_8"W
;N-) 21
43+ 00
12 S
18 � 21
4"G
I 4"G
NOTE:
4
REFER TO FONTANA WATER COMPANY PLAN FOR DETAILS OF
8O
REMOVE EXISTING "WARNING" MARKERS.
14
EXISTING POWER POLE AND OVERHEAD 12 kv ELECTRIC LINES, TO BE REMOVED BY THE EDISON COMPANY.
20
STRIPE TWO-WAY LEFT TURN LANE PER CAL TRANS DETAIL 31.
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THE PROPOSED WATER IMPROVEMENTS WITHIN THE PUBLIC
N
THE OVERHEAD TELEPHONE LINES AND CABLE TELEVISION LINES WILL BE REMOVED BY THEIR
o N0001 7'56"E
STREET RIGHT-OF-WAY TO BE CONSTRUCTED BY OTHERS.
9�
INSTALL UNDERGROUND STREET LIGHT CONDUIT AND PULL BOXES TO GRADE PER CITY OF FONTANA
RESPECTIVE UTILITY COMPANIES.
21
STRIPE DOUBLE YELLOW LINE PER CAL TRANS DETAIL 21.
1"=20' ®
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�Z�,
c�
�W�
AND EDISON COMPANY STANDARDS.
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0 1
15
ADJUST SEWER MANHOLE LID TO GRADE PER CITY OF FONTANA STANDARD DETAIL 112.
22
D
STRIPE 4" WIDE SOLID WHITE LINE PER CAL TRANS STANDARDS.
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GRAPHIC SCALEo
10
REMOVE EXISTING 5' TALL BARBED WIRE FENCE.
16OREMOVE
EXISTING SEWER PLUG AT THE END OF THE EXISTING SEWER MAIN AND INSTAL DIAMETER R L 8 D ETE
CTV
23
O
REMOVE EXISTING TREE AND ITS ROOT STRUCTURE.
,
SAPPROXIMATELY
EXISTING POWER POLE #61297 AND TRANSFORMER TO BE RELOCATED BY THE EDISON COMPANY
EXTRA STRENGTH V.C.P. SEWER PIPE PER CITY STANDARDS.
6
35' SOUTH.1
17
REMOVE CONCRETE BULKHEAD AT THE END OF THE EXISTING STORM DRAIN PIPE AND INSTALL 30"
24
CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. PLAN NO. 1003.
0 30
12
INSTALL UNDERGROUND CONDUIT, PULL BOXES AND VAULTS AS REQUIRED FOR THE EDISON COMPANY,
DIAMETER RCP (2000D) STORM DRAIN PIPE PER CITY STANDARDS.
12'
18'
18'
1 1 '
PACIFIC BELL AND COMCAST CABLEVISION TO PULL THEIR NEW WIRING BETWEEN STATIONS
18
EXISTING YELLOW
43+90 AND 50+87.
REMOVE DOUBLE STRIPE LINE ON STREET CENTERLINE BETWEEN STATIONS 41+64
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AND 53+05.0
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D13THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE 30' TALL MARBLELITE POLE, 22,000
19
PAINT TYPE IV (L) ARROW PAVEMENT MARKING PER CAL TRANS STANDARD PLAN A24A.
C°
10
LUMEN HIGH PRESSURE SODIUM VAPOR LUMINAIRE WITH COBRA HEAD CUTOFF STREET LIGHT WITH
®
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c\1�
EDISON COMPANY. THE CONTRACTOR SHALL INSTALL ALL CONDUIT AND PULL BOXES PER EDISION
COMPANY APPROVED PLANS AND SPECIFICATIONS.
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EXIST. "WARNING"
MARKERS
_8"W
;N-) 21
43+ 00
12 S
18 � 21
4"G
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4
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EX.
DRWY.
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1"=20' ®
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0 10 20 40 60
41
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GRAPHIC SCALEo
11
1-800-227-2600
IT'S THE LAW CALL AT LEAST
DIAL BEFORE TWO WORKING
YOU DIG! DAYS PRIOR TO
O EXCAVATING
A�
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILIIES BY CONTACTING
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600
REV. ' REVISION DESCRIPTION
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EX. EX. 15' TALL GV EX. 8" CONC.
FH DRWY. 2 DIA. CURB R 18" I
VENT. PIPE r
\� EX. SEWER AND STORM IAT
STA. 44+13.37 ,�� DRAIN PER CITY DRAWING�h(37.99)±INV. c� x NO.'S 2831 AND 2832 �x > W
WV 30" SD IN RESPECTIVELY Dc
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3 �n N I- A ¢ CITRUS AVENUEX ¢ w d- _ 47+34.66 _
1n Q 1 q 35' WIDE DRIVEWAY M I g oo a 3 w M LL. 35' WIDE DRIVEWAY 3
,- 5 o WITH R=35 35\MTH _
1.
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED O QROFESS�o` MSL
--c-ON
IMPROVEMENTS NOT COMMENCE WITHIN TWO �`� 5 • L'OG F ENGINEERING INC. -A10_T__A-A �r+��DN
YEARS OF THE DATE OF APPROVAL SHOWN 'pc� ��
HEREON AND CARRIED FORTH IN A DILIGENT 0 m CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT M S DRAWN BY: CITRUS AVENUE FROM STA. 41+64 SCALE:
MANNER, THE CITY ENGINEER MAY REQUIRE No. 38382 � 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 G. Hansen TO STA. 48+00 AS SHOWN
Exp. 03-31-05 DESIGNED BY: DATE:
0?8
REVISIONS TO THE PLANS TO BRING THEM '� * (909) 305-2395 FAX (909) 305-2397
INTO CONFORMANCE WITH CONDITIONS AND ��qC/ v ��P G. Hansen - ET IMP O ENTS DEC. 2001
STANDARDS IN EFFECT. F OF CAt\FOJ ay,y � oZvo� CHECKED BY: A Y. DRAWING NO.: 2
a3
DAT��42
DATE ENGR. CITY DATE MARK S. LAMOUREUX R.C.E. 38382 EXP. 03-31-05 DATE M. Lamoureux CITY ENGINEER R.C.E. I/.T� EXP. 3j� 3
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JN97020-9720 C12str
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