HomeMy WebLinkAbout5417-1,
,
,
,
,
,
,
,
GENERAL 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 CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
TRACT NO,
17059
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT (`� �I r� r
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN I r — — — — — �� — — — — — �, ,r�� _ �\ �/• I J i� 73
BOOK' THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFUCT TO THE CITY I
ENGINEER FOR RESOLUTION. I I j\1�� J / 14 3 47 r — — — AMS
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. I I J
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE— I I Q_ ILj I w W
LOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION I ( Z ( % M ZZ
COORDINATION SHALL RI REQUESTED WI LEAST TWO WORKING DAYS PRIOR TO THE START OF �_ —I _� J �— �— W1J -1"—
CL —
ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. —
Z
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND w w w w w w w —
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST �����JJ
NON—METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. — - -- =A �►1�#> =— — — —0 ---------
—s s s r
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
ROSED
II[tb UK ANT UIHLK CINOTIFYLITIESCTOHEFENGI
ILTHE
NLICT WITH THEPALOLPAFFECTED
LEGEND:
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT AL TIMES.
IMPROVEMENTS, CONTRACTOR SHALL EER AND
7
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
—
AGENCIES IMMEDIATELY.
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
W
33
OF INDUSTRIAL SAFETY.
A.C.
B.C.
8
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
PLACED, INSPECTED AND APPROVED.
INDICATES PROPOSED ELEVATION
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
INDICATES SLOPE 2:1
�
PURSUANT'TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
BEG. VERTICAL CURVE
34
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
B.W.
BACK SIDEWALK
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
TO PAVING OF STREETS.
9
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT—OF—WAY WITHOUT
— — — —
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
CENTERLINE
10
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
E.C.
END CURVE
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
E.P.
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
36
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
EDGE GRADE
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
E.V.C.
END VERTICAL CURVE
TWO WORKING DAYS BEFORE EXCAVATION.
— — — —
11
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
FINISH SURFACE
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
G.B.
GRADE BREAK
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
H.P.
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
OR ADEQUATE SHORING
12
THE CONtlRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
— — — —
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
O.C.
ON CURVE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13
STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
NATIVE SOIL
COMPACTED 909:
14
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
SELECTED NATIVE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL
C.
STAKING DURING CONSTRUCTION.
—Lei
8" V.C.P.
15
DISTURBTHE CONTRACTOR SHALL NOT MONUMENTS,
EILN
S OR BE CH MARKS WITHODTPR OR NOTIFI ATIONVT
O THE CITY ENGINEER.
to
16
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
1 L7
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
/
OR EXCEED SECTION 306-1.2.1,
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
C)
STD. SPECS FOR
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR
-� -
o
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
LATEST EDITION.
CAN BE, ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
�
NATIVE MATERIALS;
17
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
c)
U
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,
-�"�—�1
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
1
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 CERTIFY 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 IN 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 STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESIGNATION 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, 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 LOCATIONS
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" 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.
— w
32
ROSED
II[tb UK ANT UIHLK CINOTIFYLITIESCTOHEFENGI
ILTHE
NLICT WITH THEPALOLPAFFECTED
LEGEND:
RIDGE LINE
IMPROVEMENTS, CONTRACTOR SHALL EER AND
RIGHT OF WAY
TAN.
TANGENT
AGENCIES IMMEDIATELY.
TOP OF CURB
W
33
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
A.C.
B.C.
ASPHALTIC CONCRETE
BEGIN CURVE
INDICATES EXISTING ELEVATION
PLACED, INSPECTED AND APPROVED.
INDICATES PROPOSED ELEVATION
DESIGNED BY
INDICATES SLOPE 2:1
�
B.V.C.
BEG. VERTICAL CURVE
34
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
B.W.
BACK SIDEWALK
EDGE OF PAVEMENT
TO PAVING OF STREETS.
C.B.
CATCH BASIN
35
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR
C.L.
CENTERLINE
3, 4, 8, 99 10, 119 12, 139 17 &18
TO PLACEMENT.
E.C.
END CURVE
E.P.
EDGE PAVEMENT
36
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
E.G.
EDGE GRADE
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
E.V.C.
END VERTICAL CURVE
37
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
F.L.
FLOW LINE
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
F.S.
FINISH SURFACE
OF THE CITY TRAFFIC ENGINEER.
G.B.
GRADE BREAK
38
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
H.P.
HIGH POINT
OR ADEQUATE SHORING
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
INV.
INVERT
O.C.
ON CURVE
1" MAX. SIZE
ULTIMATE BACKFLOW PREVENTION VALVE
NOTE:
SEWER IMPROVEMENT FOR THIS TRACT WILL BE
SIMULTANEOUS WITH SEWER IMPROVEMENT FOR
TRACT NO. 17377
INDEX MAP
SCALE. 10--60'
P.C.C.
PORTLAND CEMENT CONCRETE
(R
RIDGE LINE
R W
RIGHT OF WAY
TAN.
TANGENT
T.C.
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
DESIGNED BY
INDICATES SLOPE 2:1
�
AC PAVEMENT
L.F.
REMOVAL
INSTALL BACKFLOW VALVE DEVICE
GRIND
EA.
EDGE OF PAVEMENT
TOLL FREE _lqIIlmw00'_ 811
A DI IRI 1/` CCD VIr`C DV I IAIIICDI_lDAI Win CCCIA/+C' Al COT
SCALE IN FEET
60 120 1
I
I
I
I
RAW �I -
CURB LINE--,
STREET C.L.
SEWER MAIN s
2
I
I
8' MIN-
110'
IN.
10� ' AVG
3' MIN, 5' MAX.
I
ih� I
- NORTH AND EAST SIDE
f5'MIN SEWER LATERAL
DIST
►n
w w
WATER LAT. & SERVICE
N
of -cc N METER BY FONTANA WATER
O o COMPANY
in
s
TYPICAL SEWER LATERAL & WATER SERVICE DETAIL
NOT TO SCALE
®REVISION DESCRIPTION mm®m=
BASELINE
Q
Lu
W
Z
CONSTRUCTION NOTES:
QUANTITIES:
1D
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
606
L.F.
O
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
Q
_R
9302 P1iTSBUR311 AVE., sur1E 23o
FONTANA STD. DWG. NO. 2001 (ID=48").
2
EA.
O
INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL AND
CLEANOUT PER
DESIGNED BY
ARROW Q
CITY OF FONTANA STD. DWG. NO. 2005.
660
L.F.
O
INSTALL BACKFLOW VALVE DEVICE
10
EA.
O
REMOVE 8" PLUG & JOIN.
1
EA.
NOTE: BACKFLOW PREVENTORS ARE REQUIRED IN THIS
LOTS:
3, 4, 8, 99 10, 119 12, 139 17 &18
3. CLASS II AGG. BASE ALL TRENCHES
®REVISION DESCRIPTION mm®m=
BASELINE
Q
Lu
W
Z
j
j
j
j
Q
QQ
Q
Q
_R
9302 P1iTSBUR311 AVE., sur1E 23o
DRAWN BY:
No. 36637 c
AVENUE
NOTES:
FOOTHILL
TOP OF STRUCTURAL
1. TRENCH WIDTH SHALL BE CONTROLLED
BOULEVARD
PAVEMENT SUBGRADE
Y
(NMADOLE
3" MAX. SIZE NATIVE
y
W
9302 P1iTSBUR311 AVE., sur1E 23o
DRAWN BY:
No. 36637 c
SOIL COMPACTED 95%
:L:
6" MIN.
Engineering rwwwnities for Life FAx 909.481.8320
DESIGNED BY
ARROW Q
SHALL HAVE ADEQUATE SHORING.
iJv
AVENUE
FOFCAL�F�
VICINITY MAP
,VIIOT
6" MIN.
N.TS.
LLP/RA
NOTES:
Prepared Under The Supervision Of
TOP OF STRUCTURAL
1. TRENCH WIDTH SHALL BE CONTROLLED
PAVEMENT SUBGRADE
TO TOP OF PIPE ZONE.
(NMADOLE
3" MAX. SIZE NATIVE
G
I 2
9302 P1iTSBUR311 AVE., sur1E 23o
DRAWN BY:
No. 36637 c
SOIL COMPACTED 95%
2. TRENCH DEPTHS OF GREATER THAN 5'
6" MIN.
Engineering rwwwnities for Life FAx 909.481.8320
DESIGNED BY
rr c l v %%_ ����
SHALL HAVE ADEQUATE SHORING.
LLP
CHECKED BY:
FOFCAL�F�
,VIIOT
6" MIN.
10 MAX.
LLP/RA
10 MAX.
3. CLASS II AGG. BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.r,
4. COMPACTION SHALL BE 909 IN ALL
1:1 SLOPE OR FLATTER
ZONES UNLESS OTHERWISE SPECIFIED.
—
—
—
TRENCH STABILITY SHALL CONFORM
OR ADEQUATE SHORING
TO CAL -OSHA REQUIREMENTS.
5. THE SEWER PLUMBER TO VERIFY THE
6" MAX. SIZE
1" MAX. SIZE
ULTIMATE BACKFLOW PREVENTION VALVE
NATIVE SOIL
COMPACTED 909:
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
8" V.C.P.
'
z
BEDDING MATERIAL SHALL MEET
OR EXCEED SECTION 306-1.2.1,
d
STD. SPECS FOR
PUBLIC WORKS
a
o
CONSTRUCTION,
LATEST EDITION.
LOCALLY EXCAVATED
NATIVE MATERIALS;
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
MAY BE BLENDED TO THE REQUIRED✓�
SAND EQUIVALENCY OF 30 OR GREATERf`��
TYP. BEDDING FOR 8" VCP
LESS THAN 10' DEEP
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 RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
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 ANY WORK. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES,
UTILITY BOXES AND LIDS, ETC.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL
BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD.
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO
BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN
FINAL CONSTRUCTION QUANTITIES.
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.
BENCH MARK: #377 BASIS OF BEARINGS:
N & F IN PP i 408083E BASIS OF BEARINGS N. 00'27'13" E
(STAMPED F.U.W.B.M.) AS SHOWN ON TRACT MAP NO. 1321
SE CORNER HEMLOCK & FOOTHILL AVE. BOOK 221, PAGE 3-6.
ELEVATION: 1259.54
NTS
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
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)
16231 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA. 92335 ONTARIO, CA. 91761
EMERGENCIE428-8411
1(800) 427-2200 (909) 390-4736
SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY
7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335 ONTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND 800) 422-4133
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 PIPELINES
(909) 357-6233 DISTRIBUTION FONTANA WATER COMPANY
(800) 422-4133 8440 NUEVO AVENUE
FONTANA, CA 92335
UNDERGROUND SERVICE ALERT (909) 822-2201
FAX: (909) 823-5045
811
NOTE: cn
0
SEWER IMPROVEMENT FOR THIS TRACT WILL BE
SIMULTANEOUS WITH SEWER IMPROVEMENT FOR I-
6
TRACT NO. 17377
In
z
g
CITY OF FONTANA, CALIFORNIA m
SEWER IMPROVEMENT PLANS V)
TRACT NO. 17059 SCALE: cn
AS SHOWN a'
TITLE SHEET DATE-
JAN 2016
AP BY: DRAWING N0. 1 z
.�-3•/G
M CI ENGINEE R.C.E. 51152 DA TR 5417 2
Prepared Under The Supervision Of
9� L
(NMADOLE
G
I 2
9302 P1iTSBUR311 AVE., sur1E 23o
DRAWN BY:
No. 36637 c
CU
: , RANCHO CAL"CA, CA. 91730
PHONE 90948t6=
LLP
Exp: 06-30-16 *
Engineering rwwwnities for Life FAx 909.481.8320
DESIGNED BY
rr c l v %%_ ����
LLP
CHECKED BY:
FOFCAL�F�
,VIIOT
RCE 36637 EXP. 16
LLP/RA
NTS
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
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)
16231 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA. 92335 ONTARIO, CA. 91761
EMERGENCIE428-8411
1(800) 427-2200 (909) 390-4736
SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY
7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335 ONTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND 800) 422-4133
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 PIPELINES
(909) 357-6233 DISTRIBUTION FONTANA WATER COMPANY
(800) 422-4133 8440 NUEVO AVENUE
FONTANA, CA 92335
UNDERGROUND SERVICE ALERT (909) 822-2201
FAX: (909) 823-5045
811
NOTE: cn
0
SEWER IMPROVEMENT FOR THIS TRACT WILL BE
SIMULTANEOUS WITH SEWER IMPROVEMENT FOR I-
6
TRACT NO. 17377
In
z
g
CITY OF FONTANA, CALIFORNIA m
SEWER IMPROVEMENT PLANS V)
TRACT NO. 17059 SCALE: cn
AS SHOWN a'
TITLE SHEET DATE-
JAN 2016
AP BY: DRAWING N0. 1 z
.�-3•/G
M CI ENGINEE R.C.E. 51152 DA TR 5417 2