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1 ALL WORK SHALL BE IN ACCORDANCE WMI THESE PLANS, THE CITY OF
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STMOARD
SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (31GREEN 9001(�. ALL
REOWE SKCIFDTM MO STMOARDS SNi BE THE IATEST ENM
UNLESS OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE IGREEN BOOK'0, THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
4 CONSTRUCTION PERMITS SHALL 13E OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
LEAST IWO WORKING DAYS PRIOR TO THE START OF MY WORK IN PUBLIC
RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES,
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIA41ANUAL
OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE
DIRECTED BY THE CITY TRAFFIC ENGINEER.
6 IT SHALL BE THE RESPONSl8lUlY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
TIMES.
7 THE CONTRACTOR SLIALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WOW FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE
CALIFORNIA STATE DIVISION Ot INDUSTRIAL SAFETY.
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPT14 SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR
OTHER APPROVED MEANS PURSUANT' TO THE REQUIREMENTS OF THE DIVISION
OF INDUSTRIAL S41W OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN
FIVE (5) FEET' SUL AM BE WARDED WHEN THE POTENIIIAL EXISTS FOR
GROUND MOVEMENT.
9 NO MATERIAL OR EQUIPMENT WALL BE STORED IN THE PUBLIC RIGHT OF
WAY WITHOU'T 09TAINING A SEPARATE PERMff FOR THAT PURPOSE.
10 THE LOCA71ONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION, HOWEVER ff SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVATION OF ANY EXISTING UTIUTIES, AND TO EXERCISE PROPER PRECAUTION
TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION.
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC,
CABLE TElE`VlSION,, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEKR, STORM DRA.lN,, FLOOD CONTROL AND CALTRANS.
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR
TO WORK AROUND THEIR FACILITIES.
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WATER REQUIREMENTS.
13 STATIONING RUM TO THE CENTERLINE OF SEWER EXCEPT WHERE
OTHERWISE NOTED.
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
DURING CONSTRUCTION.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,,
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMEIM THAT MLL BE MMYE0 AS A RESULT OF THIS C014SMWTION
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
WEEK PRIOR TO CONSTRUCTION SO THAT 71ES TO MONUMENTS CAN BE
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY
VEHICLES.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE' MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTRACTOR SHALL NOT CAUSE ANY- EXCAVATED MATERIAL. MUD, SILT
OR DENS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ARLACENT
TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN
APPROVAL
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL Of
THE CITY INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL. REQUIRE RE—WORKfNG OF
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES,, DITCHES, AND SAALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE.
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—EROQABLE SWALES
ENTERING OR LEAVING IMPROVEMENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO MATCH EXISTING CONCRETE
24 F SEWER CONSTRUCTION IS TO BE DONE IN PHASO, THE CONTRACTOR
SHALL PROVIDE A TERMINAL CLEANOUl' AT THE PHASE BOUNDARY, NOT MORE
THAN 150 FEET FROM THE DOWNSTREAM MANHOLE,, SEE CITY OF FONTANA
STANDARD DETAIL FOR TERMINAL CLEANOUT.
REV.
REVISIO0
25 SANITARY SEWER LINES SMALL BE CONSTRUCTED OF BELL AND SPIGOT OR
BAND SEAL TYPE VITRIFIED CLAY PIPE (M.P.) EXTRA STRENGTH CLASS AND
SNI CONFORM TO THE PROWSIONS OF THE ASTM DESWNTION C700 FOR
V.c.p.
28 NO OPEN TRENCH $HALL BE ALLOWED AT THE END OF THE DAY WITHOUT'
PRIOR APPROVAL OF THE CITY - ENGINEER.
27 SHORl' VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCA71ONS SHOWN ON THE PLANS.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
.30 TERMINATE ALL 4* MUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH
A PLUG 12m BELOW THE GROUND SURFACE. WHEN PUBILIC UTILITY EASEMENTS
EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SMALL TERMINATE 3
FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SPALL STAMP AN *S* IN THE FACE OF THE
CURB AT THE LOCATION OF THE SEWER LATERAL
32 IF EXISTING UTILITIES OR MY OTHER FACILITIES CONFUCT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL N07IFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRIOR TO PAVING OF STREETS.
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAYMENT PRIOR TO PLACEMENT.
36 ALL MANHOLES, CLEA" FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED WOE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
37 UPON COMPLETION OF CONSTRUCTION,, CONTRACTOR SHALL RESTORE ALL
SIG , NING, STRIPING, BARRICADES, AND OTHER TRAFFIC COMM DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38 AS—BUILT DRAWINGS SHALL, BE PROVIDED BY THE COHTFACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
r� I �fi
CITY OF FONTANA
S.B.C. INC.
ATTN: BRIAN WREN
3939 E, CORONADO STREET
83W SIERRA AVENUE
ANAHEIM, CA 92807
FONTANA, CA 92335
(714) 666—M
(909) 3W-6632
FUTURE STORM DUN LINE
CIS -M
UNDERGROUND SERVICE ALERT
SO. CALIF. GAS COMPANY
(800) 422-4133
1981 W. LUGONIA AVENUE
FIRE HYDRANT
CA 92374
COMCAST ( CABLE N
(909) 3M-7547
1205 DUPOW AVE.
EMERGENCIES: (800) 427-2200
ONTARIO. CA 91761
PUBLIC UTlUlY EASEMENT
(909) 390-4738
SO. CALIF. EDISON COMPANY
JOO N. PEPPER AVE14UE
VERIZON
a CA 92378
1400 E. PHILIPS BLVD.
820-5M — UNDERGROUND
ONTARIO& CA 91766
909 875-5100 — TRANSMISSION
(80Q) 422-4133
1909
213 637-1233 — PIPELINES
90091 357-6505 — DISTRIBUTION
800
800 422-41-33
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW'
8440 NUEVO AVENUE
ADELPHIA
FONTANA CA 92235
15W S. AUTO CENTER DRIVE
(909) 822-2201
ONTARIO, CA 91761
FAX: (909) 823-5046
(714) 666—MW
CRAWFORD CANYON MUTUAL WATER CO.
ATTN.- BASIL J. FANZ10
(909) 463.i. -95M
I 'Y j i;l I' i',01 I A
THE EMSTENCE AND LOCATION OF ANY UNDERGROUND U17UTY PIPES M010R STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEAM OF THE AVAILABLE RECORDS.
THESE LOCATIONS ME APPROXIMATE AND SMALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN MD ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUC71ON OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NOR94L WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABlUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL
WUnl0fM.CHA)M AM U"
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
DATE I ENGR. I CITY I DATE
CITY OF FO
TRA I CT NOW
Y MAX SIZE NATIVE
SOIL, COMPACTED 9519'
60 MIN. 6* MIN.
100 MAX. I V MAX.
6' MAX SIZE NATIVE
SOIL, COMPACTED 90%
A�Am I MI
I* MAX. SIZE SELECTED
NATIVE EIEDDING COMPACTED
TO 90x
c- _z -c-
cs
BAN OF BEAFM
THE 13ASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE
CENTERUNE OF WALNUT AVENUE AS SHOWN ON TRACT 165729
M.B. 304/38-441, BEING N 89057'44* W
PREPMED FOR:
waffimfbm
2201 Dupont Drive, Suite 3W
Irvine, CA 92612
(949) 833-1554 ext226
(949) 833-7853
IABLF.- 200-1.2(A)
9M BENCHMAW
SW CORNER., SEC. 31, TAN., R.5W., S.BM.-2* I.P.
WITH BWS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELEMM im, I
WR, - UVWN k 1, - 4'il Q
30 MkX SIZE NATIVIE
SOIL, COMPACTED 95X
80 MIN.
10'0 MAX.
6' MAX SIZE NATIVIE -
SOIL, COMPACTED 9OX
1/2* CRUSHED
STONE BEDDING
PER SID. SPECS.
FOR PUBW WORKS
CONSMXTION
TABLE 200-1.2(A)
SHOWN BELOW 8* VCP/Dfir
VICINITY MAP
N.T.S.
coffiTmcrom W—M oumom
ME 00ANITTIES SHOWN. HEREON ME ESTIMATES ONLY. THE CONTRACTORS SHALL PIUME THEIR
OWN QUANTITIES AND BID A COMPLETE ".
&_ CONSTRUCT 8* DIP SEWER MAIN 58 LF
r2 CONSTRUCT 80, PLUG I EA
3 CONSTRUCT STANDARD 60* DROP MANHOLE PER CITY STD. M. NO. 111 1 EA
4
CONSTRUCT SEWER ENCASEMENT PER DETAJL ON SHEET 2 15 LF
6" MIN.
TOF"-MAY
1* MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90x
41
Prepand By:
ALLARD ENGINEEHING
N,4
Clyd Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, cawomia 92335 No. 43976
(909) MO -1815 Fax (909) 3EOB-1795 Exp. 6/30/07 rn
V,
-y CIVIL
David S. Hammer, R.C.E. 43976 01
(worus apum)
Cff OF FWANA, CAUFMIA
OFfffM SBWR IMMOWMENT PLANS
DRAWN BY: SCALE:
AE TMCT NO. f739 AS NOTED
DESIGNED BY: DATE. -
FC FEBRUARY, 2006
CHECKED BY: APPROVED 13Y�� DIRAWING NO.:
ml J. M. U LATE:_ 1311lo4
ClTY ENG44M R.C.E. &$lff 4W - 2
Ffler"m U. -\d"\ 110 11 \ANk -6 N\sevtgr offsite\ 12911 —SWR— f.d*V
SEWER LINE
---80 S---
EXIST. SEW UNE
8" W
WATER MAIN
SIORM DRAIN LINE
FUTURE STORM DUN LINE
CIS -M
EXIST. SEWER_ MANHOLE
OsAm
SEWER MANHOLE
CENTERLM
FIRE HYDRANT
STREET LIGHT
_4111somms
DIRECTION OF FLOW
lomma am � 4w � .01mmmo RIGHT OF WAY
P.U.E.
PUBLIC UTlUlY EASEMENT
Y MAX SIZE NATIVE
SOIL, COMPACTED 9519'
60 MIN. 6* MIN.
100 MAX. I V MAX.
6' MAX SIZE NATIVE
SOIL, COMPACTED 90%
A�Am I MI
I* MAX. SIZE SELECTED
NATIVE EIEDDING COMPACTED
TO 90x
c- _z -c-
cs
BAN OF BEAFM
THE 13ASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE
CENTERUNE OF WALNUT AVENUE AS SHOWN ON TRACT 165729
M.B. 304/38-441, BEING N 89057'44* W
PREPMED FOR:
waffimfbm
2201 Dupont Drive, Suite 3W
Irvine, CA 92612
(949) 833-1554 ext226
(949) 833-7853
IABLF.- 200-1.2(A)
9M BENCHMAW
SW CORNER., SEC. 31, TAN., R.5W., S.BM.-2* I.P.
WITH BWS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELEMM im, I
WR, - UVWN k 1, - 4'il Q
30 MkX SIZE NATIVIE
SOIL, COMPACTED 95X
80 MIN.
10'0 MAX.
6' MAX SIZE NATIVIE -
SOIL, COMPACTED 9OX
1/2* CRUSHED
STONE BEDDING
PER SID. SPECS.
FOR PUBW WORKS
CONSMXTION
TABLE 200-1.2(A)
SHOWN BELOW 8* VCP/Dfir
VICINITY MAP
N.T.S.
coffiTmcrom W—M oumom
ME 00ANITTIES SHOWN. HEREON ME ESTIMATES ONLY. THE CONTRACTORS SHALL PIUME THEIR
OWN QUANTITIES AND BID A COMPLETE ".
&_ CONSTRUCT 8* DIP SEWER MAIN 58 LF
r2 CONSTRUCT 80, PLUG I EA
3 CONSTRUCT STANDARD 60* DROP MANHOLE PER CITY STD. M. NO. 111 1 EA
4
CONSTRUCT SEWER ENCASEMENT PER DETAJL ON SHEET 2 15 LF
6" MIN.
TOF"-MAY
1* MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90x
41
Prepand By:
ALLARD ENGINEEHING
N,4
Clyd Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, cawomia 92335 No. 43976
(909) MO -1815 Fax (909) 3EOB-1795 Exp. 6/30/07 rn
V,
-y CIVIL
David S. Hammer, R.C.E. 43976 01
(worus apum)
Cff OF FWANA, CAUFMIA
OFfffM SBWR IMMOWMENT PLANS
DRAWN BY: SCALE:
AE TMCT NO. f739 AS NOTED
DESIGNED BY: DATE. -
FC FEBRUARY, 2006
CHECKED BY: APPROVED 13Y�� DIRAWING NO.:
ml J. M. U LATE:_ 1311lo4
ClTY ENG44M R.C.E. &$lff 4W - 2
Ffler"m U. -\d"\ 110 11 \ANk -6 N\sevtgr offsite\ 12911 —SWR— f.d*V