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EXIST
EXIST
R W
PROP
34' 34' R1W
30'
22' 12' I
I
6' 5' 8` 7 5` 0,5'
I LEVEL LINE 2%
STREET SECTION PER 2 3
FONTANA PLAN 3033 5 10
EXISTING 2" WATER LINE
STORM DRAIN PIPE
15" VCP SEWER PIPE PER OWG NO. 3351
PER DWG NO.3350 ( K
TYPICAL SEMON - LYTLE
COLLECTOR STREET
STATION 196+95.69 TO STATION 231+61.33
SCALE: HORZ: 1 " = 10'
VERT: 1 " = 2'
PROP EXIST T. I. = 6, 5 PROP
R/W It R/14
40' 12'
I � I
I 112' 112'
EXISTING ROAD uj 6' 0.5`
5' "
10
_ _ I 4 VARIES FROM 7 2 2.7%
I - f 1..E TO 2. 9-- -•,••
'" '"• t_-. - ^^^ -_ ^r -'fT I--'='ff' ..._l. -_....._..- ...__ ^.,...I _,.,., ...� ^-.,,,, i. r �n.. I r`I` � i r.. r,.+-----�.e__„-,..
-!7 err '
EXISTING GROUND
PIS STI - SU IT AVENUE
SECONDARY HIGHWAY
STATION 10+56,72 TO STATION 10+75.00
SCALE: HORZ: I" = 10'
VERT: I" = 2'
T, I, = 9
'i
I 112' 112'
EXISTING( ROAD
I 9'
Ef) u,
� a m
�:t. _ Vie.l(I�Q�i
SECONDARY HIGHWAY
STATION 10+75.00 TO STATION 11+25.00
6
STATION 11+85.00 TO STATION 12+33.43
SCALE: HORZ: I" = 1O'
VERT: I" = 2'
T.I.= 9
I 112 112'
EXISTING ROAD
9'
W � M
I
rm
-'- VARIES I
I
B 2 10 I F7�FJjw
2�+' .rte >< ' ` _ J �• f � �• _�� _"'"'""� q0
I I_
EXISTING GROUND
BUS BAY gp
9' Y
I
VARIES FROM 6 10 1�
1.8 TO 2.9�° 4n•.LIN
III__ . ,i s•.. ,` III-
I.
EXISTING GROUND
901 11 Orm 11101,112 1
SECONDARY HIGHWAY
STATION 11+25.00 TO STATION 11+85.00
SCALE: HORZ: 1 " = 1O'
VERT: 1 "' = 2'
T. 1. 9
4" SIDEWALK-
R/W L INE C,
mm
DETAIL
MODIFIED STD. 102 C COMMERCIAL DRIVEWAY
SCALE: 1 '=10'
ANSIDN JOINT
I
I t12' � X12' I
EXISTING ROAD W
9' E. 0.5`
�.r
5' 10
c 4 VARIES FROM !0S FqO
Af
1. B% TO 2.9�' 7
-
�_II3 2 3 1 11! n�
EXIST. B" EXIST.17"-25" WATER EXISTING GROUND
GAS E 30" COVER
TYPICAL- SUMMIT AVENUE
FUTURE RBC
PER FDNTANA SECONDARY HIGHWAY
PLAN NO.3213 STATION 12+33.43 TO STATION 14+B2.66
SCALE: HORZ: I' = 10'
VERT: I" = 2'
T. 1. 9
PROP EXIST PROP
R/W R/W
I
20' _h 46'
' 1
34' 12'
I
I 112' 112'
EXISTING ROAD w
9 •
5' v 10 I
4 VARIES FROM I J��
1. R,� T (I C 99 7 � e�• '0'�'�
�..s_T'I II �'' •f -i _'" "-" `
EXISTING GROUND -°'T
TYPICAL IT AVENUE
SECONDARY HIGHWAY
STATION 14+82,66 TO STATION 24+75.00
SCALE: HORZ: I" = 10'
VERT: I = 2'
T. I. = 9
CffY OF FONTANA LMLffY NOWICATIONLIST
SOUTHERN CALIFORNIA EDISON COMPANY
CITY OF FONTANA PACIFIC BELL COMPANY GENERAL TELEPHONE COMPANY 7951 REDWOOD AVE.
8353 SIERRA AVE. 3939 E. CORONADO ST. 1400 E PHILLIPS BLVD. FONTANA, CA 92335
FONTANA, CA 92335 ANAHEIM, CA 92607 ONTARIO, CA 91766 ATTN. JAIME AMESZCULA
ATTN: CARLOS NAVARRO (714) 666-5500 (800) 422-4133 (909) 357-6581
(909) 350-6632 ATTN: LARRY SIGNAIGO ATTN: STEVE HOOK (909) 820-5598 UNDERGROUND
SOUTHERN CALIFORNIA GAS COMPANY COMCAST (CABLE TV) FONTANA WATER COMPANY (909) 820-5137 TRANSMISSIONS
P.O. BOX 3003, SC8031 1205 DUPONT AVE. 8440 NUEVO AVE. (213) 637-1233 PIPELINES
REDLANDS, CA 92373-0306 ONTARIO, CA 91761 FONTANA, CA 92335 (909) 357-65B9 DISTRIBUTION
ATTN: RICKY REYES (909) 390-4777 x3055 (909) 822-2201 (600) 422-4133
(909) 335-7508 ATTN: JACK HAYES (909) 823-5046 FAX
NOW 335-7527 (FAX) ATTN: AL KROHN
EMERGENCIES: (800) 427-2200
CONSTRUCTIONOTE UJ )TIES
SAWCUT, REMOVE, AND DISPOSE OF EXISTING STREET SECTION.
4,511 SF
2
GRIND 5' WIDE STRIP OF EXISTING PAVEMENT FROM SAWCUT LINE
15,153 SF
(MINIMUM 0.12' DEPTH).
3
CONSTRUCT 0,12' MINIMUM ASPHALT OVERLAY,
15,153 SF
CONSTRUCT 6 1/2" AC (C2 -AR -4000) OVER 12" COMPACTED 95% NATIVE.
34. 703 SF
5
CONSTRUCT 4 1/2" AC (C2 -AR -4000) OVER 12" COMPACTED 95% NATIVE.
9, 644 SF
6
A P TY OF FONTANA PLAN N. 1006.
CONSTRUCTGCESS RAMP PER CI �
2 EA
7
CONSTRUCT B CURB & GUTTER PER CITY 0F FONTANA STANDARD PLAN N0, 1013,
2, 567 LF
8
CONSTRUCT BUS BAY PER CITY OF FONTANA STANDARD PLAN No. 1014.
1 EA
9
CONSTRUCT DRIVEWAY PER DETAIL "A" ON SHEET 1.
2,OIB SF
10
CONSTRUCT SIDEWALK PER CITY OF FONTANA STANDARD PLAN No.
250 SF
11
FURNISH AND INSTALL SLEEVING 1-6" 0 2-4" PER CITY STD LANDSCAPE No.
518
(CHISEL "I" ON ALL CURBS)
1 EA
12
FURNISH AND INSTALL STREET LIGHT 22,000 LUMEN
9 EA
13
FURNISH AND INSTALL 24" RCP (D -LOAD) STORM DRAIN PIPE
80 LF
14
FURNISH AND INSTALL TRAFFIC LIGHT CONDUIT PER CITY DWG. NO. 3216
5 EA
ALLCONTRACTORSAND SUBCONTRACTORS PERFORMING rrK SHOWN ON OR
RELATED TO THESE PLANS CONDUCTOPERATIONS
■a,/ / , ALL
EMPLOYEES APE PROVIDED A SAFE PLACE / WORK AND THE PUBLIC
PROTECTED. / /' AND SUBCONTRACTORS SHALL COMPLY
THE ■. r D HEALTHREGULATIONS" OF
DEPARTMENT OF A O AND THE STATE OF A /s DEPARTMENT /
INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CI VIL
ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS
AND SUBCONTRACTORS COMPLIANCE/ REGULATIONS AND ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITYFOR /i. -SITE CONDITIONS DURING / • /
CONSTRUCTION OF THIS PROJECT,r OF ALL PERSONS /
PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE / TO NORMAL WORKING/THAT THE CONTRACTOR SHALL
DEFEW INDEMNIFY AND HOLD OWNER AND THE CIVIL ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK/N THIS PROJECT EXCEPTINGFOR
LIABILITYARISING FROM/ OF OWNER /
APPROXIMATETHE EXISTENCE AND r A r OF ANY r a rr / UTILITIES
OR STRUCTURES SHOWNON THESE PLANS ARE OBTAINED BY J SEARCH
OF ApLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY
AS TO THE EXACT LOCATIONOF r LINES NOR FOR UTILITY OR IRRIGATION
LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES
PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS/
WORK,ALL LINES AFFECTING THIS ■ OR /_HEREON,j
/+P ANY DAMAGE OR PROTECTION TO THESE LINES.
VICINITY
N. T.S.