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GMMAL #07ES FOR PUBLIC IMPRl71 WENT PLANS -
1. ALL WOW SHALL RE DONE IN ACCORDANCE' 0777Y Th/ESE PIANS ME
SPE CIF/CAT/ONS, AND THE LATEST ED/T/ON OF THE STANDARD
SPECIF/CAT/ONS FOR PUBLIC WORKS CONSTRUC77ON (GREENBOOK)
2. ALL EXPOSED CONCRETE SHALL CONFORM /N GRADE, COLOR AND
FINISH TO ALL ADJOIN/NG CURBS AND SIDEWALKS.
J. THE COAIMACTOR(S) SHALL COORDINATE CON577'PUC770N W777Y ALL UMPY-S
AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE
ELEC7T/CAG, LIGHT/NG, TELEY/S/ON CABLE, LANDSCAPE, LANDSCAPING /RR/GAT/ON,,
DOMEST/C WATER, RE -CLAIMED WATER, SEWER, STORM DRAIN, FL OOD
CONTROL SYSTEMS, ETC.
4. CONTRACTOR /S INSrRUC7ED TO REFER TO MESE PLANS AND 77YE
SPEC/F/CATIONS, AND WHERE THERE /S OR MAY BE A CONFLICT SHALL
IMM£DIATEL Y REPORT SAID CONFL/CT OR POSSIBLE CONFL/CT TO THE 0/7Y.
5. A S019C STER/LANT R£QU/RED UNDER ALL A. C. PA W-rMENT.
6. NO CONCRETE .SHALL BE REPLACED UN7X- FORMS AND REINFORC✓NG
STEEL .NAVE BEEN REPLACED, INSPECTED AND APPROVED.
7. ALL UTILITY COMPANIES SHALL BE GYG2N 48 HOURS /VOTICE PR/OR TO WORK
AROUND THE/R FAC/LIRFS.
8. Ac' EXISTING UTrL/TI£5' OR ANY O77NE�P FAC/L/TI£S CONFL/CT' M'ITf�' 1H
PROPOSED IMPROVEME7 IS, WORK SHALL STOP AND THE ENGINEER
NOT/F/ED TAMED/AT£L Y.
9 A✓OTIf`Y CAL MANS 48 HOURS /N ADVANCE' OF LOOP REPLACEMINT ffOAW
10. ALL SUBGRADE SHAD Z?F C04151ri4UC7ED PfR TYPICAL REMOVAL SI C77ON
AND CROSS SECTION SUBGRADE FOR SIDEWALK SHALL BE WATERED
AND THOROUGHL Y COMPACTED BEFORE PLACING ANY CONCRETE.
11. ALL SUBGRADE MATER/AL SHALL BF COMPAC= TO A RELAI7VE COWAC770AI
OF 95 PERCENT SHALL BE OBTAINED FOR A M/N/MUN DEPTH OF 12 Al
BELOW THE GRADE. THE 95 PERCENT REL477VE COMPACT/ON SHALL
EXTEND FROM BACK OF CURB TO B4CK OF CURB, 90 PERCENT IN
ALL PARKWAYS. AFTER COMPACT/ON AND TRIMMING, THE SUBGRADE SHALL
SE FIRM AND FREE OF UNSU/TABLE MATERIALS AND ONKELD/NG
12. ALL CONCRETE SHALL BE CLASS "B" (5 SACK) MIX, UNLESS 07HE`RWISE"
SPEC/F/ED, AND (6 SACK FOR STRUCTURES AND EXTRUDED CURS,5)
73-1.01 & 90-1.01
13. THE CONCRETE SHALL BE' OF THE SPEC/F/ED SLUMP AND W17NIN 7RF WAT£R-
CEM£NT RATIO RE-OU/RED.
14. THE C0417PACTOR SHALL G/VE" PARTICULAR A77FNT/ON TO COMPACTION�BRAT/ON
OF ALL CONCRETE TO INSURE CONCRETE DENS/TY THAT S FREE OF HONEYCOMBS"
(73-1.06)
15. ALL SIDEWALKS, CURBS, AND CURB ANCD GUTTERS SHALL HAVE" WEAKENED PLANE
JO/NTS 7N -LINE" AND SPACED AT A 10' MAX/MUM AND 1/4 EXPANSION MATER/AL
EVERY 60
16. ALL EXTRUDED CURS CURB AND GU77RS, SHALL hM VE" W£AK£NE"D PLANE'
JOINTS SPACED AT 10' MAXIMUM AND 1/4 " EXPANSION JO/NTS VA TER/At EMERY
60. 73-1.06 AND 73-1.058
17. A NORMAL EXPANSION JO/NT MAY B£ OM/77D /F /T FA/LS W/Ti'�,�IN 10' OF AN
ADDITIONAL EXPANSION JO/N7.
18. WIAKE7'VED PLANE A INT SHALL BE I" OR AMORE IN DEPTH ON ALL SIDEWALKS
AND 2 " OR MORE /N DEPT ON ALL CURBS AND GUTTERS. (73-1.05)
19. £XAMINAT/ON OF D£LNERY 77CKE7 NHICH ARRA N7TH EACH L OAO OF TRANSIT-
Al/X CONCRETE #9ZL BE REOU/ED SY THE CITY INSPECTOR /N ORDER TO INSURE
THAT THE CONCRETE MIXER, T/ME OF L OAD/NG, WATER/ADM/XTURE MEETS
SPECIF/CAT/ONS. (90-10.03)
20. ALL SURFACES SHALL SE TRUE AND STRAIGHT AND BE OF UN/FORA M7DN
FREE FROM HUMPS, 54 6S, OR IRREGULAR/T/ES AND IMPERFECT/ONS. WHEN
A STRAIGHT EDGE, 10' L ONO /S LAID ON THE TOP, FACE, GU7TER, 7HF SURFACE
SHALL SHALL NOT VARY MORE THAN 0.01 FROM THE EDGE OF THE STRAIGHT
EDGE. (73-1.04 & 7J-1.06)
21. ALL SURFACES SHALL RECEIII' CURING COMPONENT: (90-7.018)
22. ALL SURFACES SHALL BE BROOM f71V/SHED. (73-1.06 & 73-1.0.5A)
23. ANY R -PA IRS SHALL BE MADE BY REMOVING AND R£PLAC/NG THE EN7?RE
UNIT BETWEEN JO/NTS. (73-1.06)
F�D/V lgNA
R,4/L ROAD TR.4 CK REMO I/.4L
AND
If
olz 0 Ifso Ba 47, C = 97
THE
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
SAfFrY RESPONSIBILITY
CONTRACTOR AGR££S THAT HE SHALL ASSUA*- SOLE AND COMPZf7T
REESPONSISIL/TY FOR JOB SITE CONDITIONS; DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY,• THAT THE REOU/REMENTS SHALL APDL Y CONTINUOUSL Y AND NOT
BE LIMITED TO NORMAL WORKING HOURS; AND THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE CITY OF FONTAA0 AND THE ENGINEER
HARMLESS FROM ANY AND ALL L/ABILITY, REAL OR ALLEGED, AV CONNECT/ON
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF FONTANA OR 7NE
ENGINEER.
IX1577NO UJNDERCROUM STl4UC1URE'S
THE' EX/57ZN6E AND LOCATION OF ANY UNDERGROUND 1,177L/TY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED SY A SEARCH OF
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY
ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED
WPROV£MENT. IHE CONTRACTOR IS REOU/RE"D TO TAKE DUE PRECAU77ONARY
MEASURE TO PROTECT ANY URL17Y LINES SHOWN AND ANY OTHER LINES NOT
OF RECORD, OR NOT SHow ON THESE PLANS.
NDEX.-
SHEET
1
CO VD? SHEET
SHEET
2
CONSTRUCTION NOTES & QUANT/TIES
SHEET
3
OUANTITiES
SHEET
4
CHERRY AVE. hVPRO VFMENT PLAN
SHEET
5
BASELINE AV . IMPROVEMENT PZAIV
SHEET
6
SUL TANA A VE: IMPROVEMENT PLAN
SHEET
7
TOKA Y AVE. IMPROVEW-NT PLAN
SHEET
8
CITRUS AVE. IMPROVEMENT PLAN
SHEET
9
OLEANDER A VE: IMPROVEMENT PLAN
SHEET
10
CYPRESS AVE. IMPROVEMENT PLAN
SHEET
11
JUNIPER A VE. IMPROVEMENT ,FLAN
SHEET
12
MANGO AVE. IMPROVEMENT PLAN
SHEET
13
PALMETTO A VE. IMPROVEMENT PLAN
SHEET
14
TAMARIND AVE. IMPROVfW-NT PLAN
SHEET
15
ALDER AVE. IMPROVEMENT PLAN
SHEET
16
LAUREL AVE. IMPROVEYSIVT PLAN
SHEET
17
LOCUST AVE. IMPROVEMENT PLAN
SHEET
18
PARKING LOT PAVEMENT REHABILITAT101V'"
PROGRAM FOR VETERANS PARK
SOUTHERN CALIF.' £DISOV CO.
7951 REDWOOD
FONTANA, Cr4 92336
(909 357-6223
CONTACT FRAN S7EWART
-05'
SOUTHERN CALIF. GAS CO.
1981 WEST L UGONIA ST.
REDLANDS, CA
(909) 335-7547
CONTACT DENNIS FREEMAN
X4
FONTANA MATER CO.
16803 SPRING ST.
FONTANA, CA 92335
(909) 822-2201
CONTACT AL KROHN
TLZE7°1'�UJI�E'
PACIFIC BELL
3939 E. CORONADO ST., 1st FLOOR
ANAHEI4/, CA 92807
(714) 666-5467
CONTACT.- KRGINIA BE'CKER
CITY of FONTANA
8353 SIERRA AVE
P.O. BOX 518
FONTANA, CA 9233.5
(909) 350-7610
47V
COMCAST CABLE 7Y
1205 DUPONT AVE:
ONTARIO, CA 91761
(909) 988-2985
CONTACT cACK HAYE.S'
UNDERGROUND SERV/CE ALERT REV/S/ONS QR FE M8MME0 gr-
SECT/ON 4216/4217 OF THE 00kfwA vT No. Br D41T CITY A4Tz- AKBA,Q,o
CITY 0,= r0AtTAAtA CALIAFORAtIA
CODE RfONRES A 0/0 ALERT /DENT/FICAT/ON
NUMBER BE ISSUED BEFORE A PERM/T TO v +rr� OR4WN. S
EXCAVATE MILL BE YANG C053038 ENOIN£E/PS • ARCH/TECTS • CONSTIPUCTION MANAGERS RC FFZIA 02L b AS SHOWN
FOR YOUR AV ALERT I.D. MAfffR CCL Q Ew• 6/30/„ 1641 COM#fR- CE STREET AJV2D �
MOERGROUO SERMF ALERTZ�
sl CiV17- CORONA, CALIFORNIA 91720 A VhEMAEM" ' bc?l=G-§AMgd.9"rA 7"O(C)M Af? 1997 v
TOLL FRE£ 1-800-422--4133 q�F �`�F (909) 736-8161 FAX (909) 736-9879 APPRovEo _ z
No. SHEET 1
SA# AKBARPOUR, R. C. E. No. 53038 DATE ,5�4
7W #nWNO M, S &FORE YOU DN; _ 2471 0� Id