HomeMy WebLinkAbout3493-1GENERAL SEWER NOTES:
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUC77ON ("GREEN BOOK-). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS 07HERWISE 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 GREEN
BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO 774E CITY
ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERR,
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE-
LOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO 7HE START OF
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF 7RAFFIC CONTROLS, LATEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR 07HER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEP7H FROM THE CALIFORNIA STATE DIVISION
OF INDUSTRIAL SAFETY.
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF 7HE STATE
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, 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 TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, 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 REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14 ADEQUATE CONS7RUCTION CONTROL STAKES SHALL BE SET BY 774E 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 CONS7RUCTION.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICA77ON TO THE CITY ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES 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 DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT 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 CER77FY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION
OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENG7H CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESIGNA77ON C700 FOR V.C.P..
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCTION, 774E CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
TO EXIS77NG FACIL177ES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
SHOWN ON 7HE 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" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH 7HE PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY 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 PAVEMENT
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CITY OF
FONTANA
ON-SITE
SEWER
IMPROVEMENT
ATTN: VIRGINIA BECKER
PLANS
3939 E. CORONADO STREET
FONTANA, CA 92335
TRACT
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
NO 16427-1
ATTN. GREG GASPAR
ATTN. JACK HAYES
&
16427-2
FONTANA, CA. 92335
ONTARIO, CA. 91761
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CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN. CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN. JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
E.V.C.
(909) 390-4738
EMERGENCIES• (800) 427-2200
FLOW LINE
FS.
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
(909) 820-5598 - UNDERGROUND
(800) 422-4133
(909) 875-5100 - TRANSMISSIONS
RIDGE UNE
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBUTION
ATTN. MICHAEL J. McGRAW
(800) 422-4133
8440 NUEVO AVENUE
B.F.
FONTANA, CA 92335
CRA WFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN. BASIL J. FABRIZIO
FAX. • (909) 823-5046
(909) 463-9580
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
A.G.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
B.V.C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E. G
END CURVE
EP.
EDGE PAVEMENT
E.G.
EDGE GRADE
E.V.C.
END VERTICAL CURVE
F.L.
FLOW LINE
FS.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
IM!
INVERT
O.C.
ON CENTER
(R)
RIDGE UNE
RIW
RIGHT OF WAY
TAN.
TANGENT
T.C.
TOP OF CURB
B.F.
BACK FLOW DEVISE
f
P.C.C.
PORTLAND CEMENT CONCRETE
W
WIDTH
V
VERTICAL DEPTH
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
90-100
INDICATES SLOPE 2:1
O
AC PAVEMENT
0-15
REMOVAL
0-5
GRIND
B
EDGE OF PAVEMENT
W
WATER LINE
W
W
ot
SD STORM DRAIN RECO"'D 1 "
S SEWER LINE
MANHOLE - e r
I Or`,!AT, N C0'4 '..En AND
STREET LIGTH
' ? NOT BE
FUa
FH FIRE HYDRANT�"!`Y Er�_30R, QR OkVCSIONS WHICH
r PF7 7I i 1017PCRATED INTO THE DOCUMENTS AS
t r T P 7 7
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
3000 P.S.I.
CONCRETE
FONTANA HIGH SCHOOL #4
MALOOF
AVENUE
-GROUND SURFACE
1 95% COMPACTED
BACKFILL
3" .
1 O. 4 BARS/-,
3
\P. SEWER MAIN Z
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- -• • •. ISI o..
•a
. .
11C -- .• II��L
6"
MIN.
NOTES: GRANUI AR BEDDINGS FROM SELECTED TRENCH SIDE MATERIAL
TO BE USED FOR BACKFILL AND COMPACTED TO 95%.
CONCRETE ENCASEMENT SHALL BE 3000 P.S.I. CONSRETE
POURED AGAINST UNDISTURBED EARTH.
aLENGTH OF CONCRETE ENCASEMENT PER PLAN.
CONCRETE ENCASEMENT DETAIL
N.T.S.
REV. REVISION DESCRIP77ON DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT
1 'Sd r11 wu tfh t �n
� REC.�IIJG.
S
TABLE: 200-1.2 A
SIEVE SIZE
PERCENTAGE
PASSING SIEVE
1 1 2
-
1
L. F.
374—
100
la
90-100
8
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
SUMMIT AVE.
CURTIS AVE.
SIERRA LAKES PKWYY,
VICINITY MAP
NOT TO SCALE
6" MIN.
10" MAX.
3" MAX. SIZE—
NATIVE SOIL
COMPACTED 957.
6" MAX. SIZE—
NATIVE SOIL
COMPACTED 907.
V.C.P.
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A].
j
Q
W
VARIES 6" MIN.
I I 1 10" MAX.
LU
J
Q
U
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O
F-
F -
0
z
1 "MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 907.
_ � O
a
TYPICAL BEDDING DETAIL
NOT TO SCALE
CONSTRUCTION NOTES:
QUANTITIES:
CITY OF FONTANA, CALIFORNIA
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
5088
L. F.
O2 -
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
21
Ea.
RC 36637 EXP. 06- 0- 4
WENDELL L. IWATSURU
FONTANA STD. DWG. NO. 112 (0=48").
Y.TRI
16427 _
Ea.
FONTANA STD. DWG. NO. 112 (0=60').
O4 -
X27.
3, 300
U
CURTIS AVE.
SIERRA LAKES PKWYY,
VICINITY MAP
NOT TO SCALE
6" MIN.
10" MAX.
3" MAX. SIZE—
NATIVE SOIL
COMPACTED 957.
6" MAX. SIZE—
NATIVE SOIL
COMPACTED 907.
V.C.P.
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A].
j
Q
W
VARIES 6" MIN.
I I 1 10" MAX.
LU
J
Q
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U)
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F-
F -
0
z
1 "MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 907.
_ � O
a
TYPICAL BEDDING DETAIL
NOT TO SCALE
BETIQH MARK' 8-17 BASS QF BEARINGS&
CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP '' No. YT3''{
BRASS CAP IN THE CONCRETE BASE OF IS THE CL LI,E CREEK RD. 663 7 a
1 \ F �.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REGiORD ,► ?i �
343' N0NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111/99-103
OF SIERRA AVE
EZEVA77OAp # 1428.609 1 1
9�R�� Fti
oNo. 36637 a: rn
Exp: 06-30-04 *
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TFOFCAL\FOS
CONSTRUCTION NOTES:
QUANTITIES:
CITY OF FONTANA, CALIFORNIA
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
5088
L. F.
O2 -
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
21
Ea.
RC 36637 EXP. 06- 0- 4
WENDELL L. IWATSURU
FONTANA STD. DWG. NO. 112 (0=48").
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
1
Ea.
FONTANA STD. DWG. NO. 112 (0=60').
O4 -
INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
3, 300
L.F.
STD. DWG. NO. 125.
5�
INSTALL BACKFLOW DEVICEE,
39
Ea.
REMOVE PLUG, JOIN AT EXISTING SEWER.
1
Ea.
CONSTRUCT CONCRETE ENCASEMENT PER DETAIL-kfEREON.
35
Ft.
BETIQH MARK' 8-17 BASS QF BEARINGS&
CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP '' No. YT3''{
BRASS CAP IN THE CONCRETE BASE OF IS THE CL LI,E CREEK RD. 663 7 a
1 \ F �.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REGiORD ,► ?i �
343' N0NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111/99-103
OF SIERRA AVE
EZEVA77OAp # 1428.609 1 1
9�R�� Fti
oNo. 36637 a: rn
Exp: 06-30-04 *
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I C / V 1 \'
TFOFCAL\FOS
Prepared Under The Supervision Of :
,N", "� iC
107
10601 CHURCH STREET , STE. 107
RANCHO CUC MONGA, CA 91730
PHONE (909) 948-1311
a.Date : Z
CITY OF FONTANA, CALIFORNIA
SEWER I MPR 0 VEMEN T PLANS
DRAWN BY -
Y TRACT NO. 16427-1 & 16427-2
KK
DESIGNED 8K T TLE SHEET
EF
SCALE.•
AS SHOWN
DA 7E.-
SEPT. 2003
CHECKED BY % APPROVED BY.
!Z ' l `- U 3
Wl CITY ENGINEER R.C.E- 51152 DATE
DRAWING NO.:
34 9 3
1
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RC 36637 EXP. 06- 0- 4
WENDELL L. IWATSURU
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J:\126-1751\TR16427-1\sewer\Sew0l.dm. 11/24/2003 10:58:51 AM. DM