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SHEET ��}r SHEET31II I II SHEET 58 I .
Q0 ALISO DR/VE r
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OLEANDER A VENUE
W
W
POTHOLE VERIFICA TION
INDEXMAP
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN SCALE 1" =100 /-1 p FREE WA Y
h Q ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADDITIONAL
I UNDERGROUND FAC/UTIES MAY EX/ST, OR THE LOCAT/ON OF FACILITIES MAY DIFFER FROM THE
N
zl
LOA77ONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL AT HIS OWN EXPENSE DETERMINE UT/L/TYNOT/F/CA TION L /ST
[L Q THE EXACT LOCATION OF ALL SUCH UNDERGROUND U77L/T/ES PR/OR TO 00/NG ANY WORK OR
AT&T D/STR/BUT/ON KENDER MORGAN ENERGY
Q
TAKING ANY ACTION THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR CONTINUOUS ARTN RS
I SUSAN MORGAN P E
I OPERATIONS UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND 1265 N VAN BUREN ST 1180 DON QUINN
ao Q
FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE ANAHE/M, CA 92807 ORANGE,
TOWN
92868NTRY RD
`ov UTILITY OWNER. THE CONTRACTOR SHALL /MMED/ATELY NOTIFY THE UTIL/TY OWNER AND THE FONTANA WATER COMPANY (714) 560-4400 SANTA AVE
MATT YUCELEN
I ENGINEER BY TELEPHONE AND /N WRITING. 11142 GARVEY AVE SC GAS
� W
EL MONTE, CA 91733 BRUCE WADDELL
I C� (626) 448-6183 1981 W LOGON/A AVE e Q Q W
I REDLANOS, A 92374 Q Q cr) r
_ LEVEL 3 COMMUNICATIONS (909) 335-7507
CONSTRUCTIONNOTES QUANTITIES AURA BULURAN e i
:-;t-
1025 ELDORADO BL VD BLDG U77LIOUEST FOR SCE D/ST v v p v
1 CONSTRUCT 4 1 2" AC OVER 12” 95i' COMPACTED NATIVE 108,874 SF 33A-522 77U K QTR/BUT/ON JURUPA A l�E
O / FROOMFIELD CO 80021 TTM
NOT/CE TO CONTRACTOR
THE EXISTENCE AND LOCA T/ON OF ANY UNDERGROUND UTIL/TY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY A
CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N ALIGNMENT AND/OR GRADE OF THE PROPOSED
IMPROVEMENT. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07FCT ANY UTTL/TY LINES
SHOWN OR NOT SHOWN ON THESE PLANS.
CONS7RUCRON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONS7RUCRON PRACTICES,
CONS7RUCRON CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S/7E COND177ONS
DURING THE COURSE OF CONS7RUC77ON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS
REQUIREMENT SHALL BE MADE TO APPLY CON77N000SL Y AND NOT BE LIM17FD TO NORMAL WORK/NG HOURS, AND
CONS7RUCRON CONTRACTOR FURTHER AGREES TO DEFENO, INDEMNIFY AND HOLD C/7Y OF FONTANA HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION
LG48/L/7Y ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESS/OVAL.
ALL CONTRACTORS AND SUB CONTRACTORS AND SHALL COMPL Y WITH THE "OCCUPA77ONAL S4FE7Y AND HEAL TH
REGULARONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
REM77ONS "CONS7RUCT/ON SAFETY ORDERS" THE C/7Y OF FONTANA SHALL NOT BE RESPONSIBLE /N ANY WAY FOR THE
CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SA/D REGULATIONS AND ORDERS.
UNAUTHORIZED CHANGES & USES • THE ENG/NEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WRI77NG AND MUST BE
APPROVED BY THE ENG/NEER PREPARING THESE PLANS.
20 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN. N0. 1000
30 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003
4Q CONSTRUCT 4" CONCRETE SIDEWALK PER C17Y OF FONTANA STD. PLAN N0. 1006 (W-5)
SQ REMOVE EXISTING AC PAS/NG.
06 CONSTRUCT .20' AVERAGE THICKNESS AC OVERLAY ON EX/ST/NG STREET SURFACE
Q7 CONSTRUCT 8' ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD. PLAN N0. 1007
8Q CONSTRUCT ASPHALT DRIVEWAY (W/DTH PER PLAN)
09 REMOVE EX/ST/NG BALLARD/GUARD POST
QO
INSTALL STREET LIGHT PER CITY OF FONTANA STD. PLAN N0. 404
11 RELOCATE EXISTING FENCE TO PROPERTY UNE
02 CONSTRUCT LOCAL DEPRESS/ON PER CITY OF FONTANA STV. PLAN N0. 3003
Q CONSTRUCT RESIDENT/AL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN N0. 1002
(WIDTH PER PLAN). DRIVEWAY WIDTH AND LOCAT/ON /S SUBJECT TO CHANGE BASED ON
EX/SANG F/ELD CONDITIONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDAT/ON
04 REMOVE EX/S77NG TREE
Q RELOCATE EXIST/NG MAILBOX
O6 IX/ST/NG TRAFFIC SIGN. SEE SIGNING AND STRIPING PLAN
Q ADJUST EX/ST/NG MANHOLE FRAME AND CODER TO GRADE
1B RELOCATE EXIST/NG POWER POLES BY OTHERS
Q9 ADJUST IX/SANG WATER VALVE TO GRADE PER CITY OF FONTANA STD PLAN NO 6000
RELOCATE EXISANG FIRE HYDRANT BY OTHERS (FONTANA WATER COMPANY)
Q RELOCATE EXIST/NG WATER METER TO PROPERTY UNE BY OTHERS (FONTANA WATER COMPANY)
Q REMOI�E EX/STING /RR/GAT/ON PIPE AS NEEDED
Q
INSTALL DISCHARGE STRUCTURE PER C/N OF FONTANA STD. PLAN N0. 3000 MOD/RED, WIDTH
PER PLAN. WALL THICKNESS TO BE 6" THROUGHOUT
04 CONSTRUCT 18' RCP (D-3000)
Q CONSTRUCT 4`AC DITCH PER PLAN
REMOVE EX/SANG 18" x 13` CMP CULVERT & BACKFILL, WITH SAND
Q REMOVE- EXISANG HEADWALL AND INTERFERING PORT/ONS OF CMP
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD PLAN NO. J004. (W-14)
CONSTRUCT HEADWALL PER SAN BERNAD/NO COUNTY STANDARD 209A, SEE SHEET 2
RECOME IX/ST CURB AND GUTTER
1,267 LF
5 EA
10,906 SF
77,059 SF
60,708 SF
2,097 LF
2 EA
4 EA
8 EA
1, 088 LF
2 EA
9 EA
39 EA
8 EA
— — L_/'1
1 EA
3 EA
14 EA
4 EA
7 EA
1 LS
209 LF
621 LF
100 SF
100 LF
4 EA
2 EA
2 EA
148 LF
(720) 888-6462 7951 REDWOOD AVE
FONTANA, CA 92336
TIME WARNER CABLE
COZETTE MILES
1500 AUTO CEN7ER DR
ONTARIO, CA 91761
(909)975-3398
LEGEND
CONSTRUCT NEW AC PAVEMENT
REMOTE EX/ST/NG AC PAVEMENT
CONS7RUCT .20' AC OVERLAY
(AVERAGE THICKNESS)
' PROP SIDEWALK
r .y
EXIST SIDEWALK
GAS— EX/ST/NG GAS L/NE
W EX/ST/NG WATER UNE
s EX/ST/NG SEWER L/NE
SD EX/STING SD LINE
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE CITY WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
vKMrrrNTS
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SNEETINDEX
1 TITLE SHEET — INDEX MAP, VICINITY MAP, GENERAL
NOTES, CONS77?UC770N N07ES, &
0114N77TlES
2 TYPICAL SEC77ONS & DETAILS
3 OLEANDER AVE STA 100400.00 —
STA 107400.00
4 OLEANDER AVE STA 1074 00. 00 —
STA 115400.00
5 OLEANDER AVE STA 115400.00 —
STA 123400.00
6 OLEANDER AVE STA 123400.00 —
STA 126440.30
7 SANTA ANA AVE STA 45493.14 —
STA 53400.00
8 OLEANDER AVE STA 96482.87 —
STA 100400.00 &
SANTA ANA AVE STA 53400.00 —
56406.85
9 STORM DR4/N LINES A, B, & C
Si\DESIGN SECTI❑N\CIP IMPROVEMENTS\OLEANDER - SANTA ANA TO SL❑VER\AS BUILTS\SHEET 1)dwg Jan 18, 11 - 3119pM