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TRACT N0. 14138 & 14138-1
VICINITY MAP I I CONSTRUCTION NOTES AND QUANTITY ESTIMATES
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NO.
ITEM
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THE CWTRUCT I ON OF ALL PU8"L I C I NPROVEhIEIVTS SVALL ONFORM T'1 "-. .
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INSTALL STANDARD 14ANl�OLE PER CITY OF
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT. CITY OF FONTANA
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS,
FONTANA STANDARD DETAIL 112.
CONSTRUCT 1 ON PERMITS SIMALL K 69TA I N D FMM FMIWA KW I C
EA.
ORKS DEPARTMENT PRIOR TO START OF ANY WOAK WITHIN THE CITY
IMITS.
JAN t/o t
6
5
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8 4
4 3 27 28 2�► 30 31 32 33 34 35 36 37 3 � 40 41 42 �; 45
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5 6 7 8 9 10 II 1�2 13 14 5 rJ h
45
44d 49
24 2 /2ro 27 2 8 30 31 33 34 35 37 38 39 40 41 42
NO.
ITEM
c�Q,cir�
I,NVIT
THE CWTRUCT I ON OF ALL PU8"L I C I NPROVEhIEIVTS SVALL ONFORM T'1 "-. .
�1
INSTALL STANDARD 14ANl�OLE PER CITY OF
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT. CITY OF FONTANA
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS,
FONTANA STANDARD DETAIL 112.
CONSTRUCT 1 ON PERMITS SIMALL K 69TA I N D FMM FMIWA KW I C
EA.
ORKS DEPARTMENT PRIOR TO START OF ANY WOAK WITHIN THE CITY
IMITS.
ALL STATIONING REFERS TO CENTERLINE OF SEWEII.
ALL WER6RM WORK SHALL K COMIPI.ETEb PR 100 TO PAV 1116 tP
1
�3
INSTALL •" VITRIFIED CLAY
EXISTING UNDERGROUND UTILITIES Afli AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL.
LOCATION AND ELEVATION IN THE FIELD.
PIPE PER CITY OF FONTANA STANDARDS AKD�`7.-
THE HALLS AND FACES OF ALL EXCAVAT I ONS NEATER TRAM FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORIN6
YSTEM, SLOPING OF THE GROUND OR OTHER EOUIVALEN MEANS
SPECIFICATIONS.
BENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO Bk
L.P.
SUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
'
O
INSTALL 4" SEWER t AtERAL PER CITY OF
THE CONTRACTOR(S) SHALL OBTAIN A P KNIT TO PERFORM
�
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, SEE STANDAR!
FONTANA STANDARD DETAIL 125.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6,
I.. ! .
���'3
x 44G
STANDARD DETAIL 129.
2.
ADEQUATE STADES SMALL BE SET BY THE ENI -NEER TO ENABLE TW
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO THE
ANTICIPATED START OF CONSTRUCTION.
10.
AS BUILT DRAWINGS SHALL BE PROV1DED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
It.
THE CONTRACTOR SMALL IE RESPONS I R -E FOR THE KSETT 1 IMG OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS
` 4" 1 COUPLING �
43
50MIN O.D. MIM.
oNE LOWER OF 151b SULDM
PAPER AS BOND BREAKER
/ AROUND PIPE 8 CODLINGS.
'A ! . ,vim /e okfI4 A10. All"31
-
a- _ 1 PROVDE FL E XIOLE JOINT
. EXTERIOR TO BI WITHIN I •
TR_/ -\CT i a;) r rM204.Z23----,20)OF ENCASEMENT ENDS - }� : : t,
CLASS I CONCRETE �--�' �. �:, •
i
INDEX MAP _�_ • .0 T . A.... .
-7 CONCRETE ENCASEMENT
�»•� N.T S
Oman
.. • 1 '8• o•� r- �oyti
- T V .6
s f,
• - 1 a 7 1
M - C�
S LECTEO NATIVE SOJi
IL
M -Carl IPLO- ', s'sw. I MAX. SIZE
•
• ',►- , f T ' COMPACTEO TO 90%
71
• �_ , L • •j • -�
s ••.• 2
• '� - - �'�' �' I"MANX SIZE WLECTtO
NAT) V E tE DO I N 49
-- •' _ �' --- own 1R "ft L COMPACTED T O 90 % t
l )MIftli
AIA IQ6Iii for� sf 0" % allr typical jwKt:1 • �' :..�
/ L ctiQVWK cope may be wN is lilt of 19
tswPRIVATE ELIC, I NF: E►RS NOTICE TO CONTRACTOR Ykt fllrit CN1eo.
- - - -- -- -- - - -- - - - - - - -- - - -- - --_ p \\ Tht Mlraot want~! >AaN tt icef me I/4" To 3/4"
IM fhas K Mr w>�e n 2s"aesrt 3kIf ROCK wwwo
Tom' 'I The U" maphrk fie► 5"N be placed
1. ALL UNDERGROUND UTILITIES OR STRUCTr1RES REPORTED BY T'RE ainh l f o toot of rnsnbok aMl tAt
�''� rNf n�+elrat tc atn )"nrnt �Iw project a
OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE � TYPICAL BEC PVR 8VCP TYPICAL BECiOING FOR a VCP
SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. �, A AN joints shall ht Alortartd.
6-5/t•A lf� iron �tlp ar pl�tic 0!Ps 10' OR DEEPER LESS THAM 10' DEEP
wMinm
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETER"IN THE � - ASTMAT M If (aradc 43750. s»
E y �l aN. T. S. N T. S. erA�&.�,��.►
NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE '`'
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR r'�fjfESS/TO CONSTRUCTION. STANDARD PRE -CAST MANHOLE �o E ��,��
3. THE CONTRACTOR IS I:ZQUIRED TO TAKE DUE PRECAUTIONARY PER CITY OF FONTANA STANDARDS
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE DE TAIL, 112 ='
CM NO. 14375 r n
SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY N T i. c`'`'c EXP. 3-31-89
-70
THE OIINERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
STARTING WORK.
L f
4. TIM CONTRACTOR SHALL UNCOVER ALL UTILITIES TWAT N! MAT BE
.JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION
TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANT
CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR
ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR BENCH MARKc
ADDITIONAL COSTS OF CONSTRUCTION.
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GENERAL NOTE
I.
THE CWTRUCT I ON OF ALL PU8"L I C I NPROVEhIEIVTS SVALL ONFORM T'1 "-. .
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD'
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT. CITY OF FONTANA
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS,
2.
CONSTRUCT 1 ON PERMITS SIMALL K 69TA I N D FMM FMIWA KW I C
ORKS DEPARTMENT PRIOR TO START OF ANY WOAK WITHIN THE CITY
IMITS.
ALL STATIONING REFERS TO CENTERLINE OF SEWEII.
ALL WER6RM WORK SHALL K COMIPI.ETEb PR 100 TO PAV 1116 tP
1
STREETS.
S.
EXISTING UNDERGROUND UTILITIES Afli AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL.
LOCATION AND ELEVATION IN THE FIELD.
1.
THE HALLS AND FACES OF ALL EXCAVAT I ONS NEATER TRAM FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORIN6
YSTEM, SLOPING OF THE GROUND OR OTHER EOUIVALEN MEANS
BENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO Bk
SUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
'
NAY BE EXPECTED.
7.
THE CONTRACTOR(S) SHALL OBTAIN A P KNIT TO PERFORM
XCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ARM FIN
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, SEE STANDAR!
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6,
IL
REFER TO CITY OF FONTANA, t DEAGIIDW UTILITY LOCATPON
STANDARD DETAIL 129.
2.
ADEQUATE STADES SMALL BE SET BY THE ENI -NEER TO ENABLE TW
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO THE
ANTICIPATED START OF CONSTRUCTION.
10.
AS BUILT DRAWINGS SHALL BE PROV1DED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
It.
THE CONTRACTOR SMALL IE RESPONS I R -E FOR THE KSETT 1 IMG OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS
WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE
SHOWN ON THE PLANS OR NOT.
12.
ALL MANHOLE AND CLEANOUT FRAMES AND CWRS SHALL BE
CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
13.
ALL 4' HOUSE SEWER LATERALS SHALL SE INSTALLED ON A 2%
NINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY
ENGINEER. INSTALL SEINER CLEAN OUT AND CLEAN C7UT BOX
FOR AL HOUSE LATERALS PER STD. 125 AND STD. 125-A
RESPECTIVELY.
14.
TERMINATE ALL 4' HOUSE SEWER LATERALS Y INSIDE THE LOT WITH
A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGOUS TO
THE STREET R -O -W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT
AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITIY
EASEMENT LINE.
15.
CHI S. ' X' SMALL K PLACED ON THE CUpB OVER LOCAT I MIS OF SERA
LATERALS BY THE SEWER CONTRACTOR.
IS.
IT SHALL BE THE CONTRACTORS RESPONSIOILITY TO VERIFY THE
NORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY
CROSSING FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWED
ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER
PRIOR TO CONSTRUCTION. r.
17.
THE CONTRACTOR(S) SHALL 100RDIANTE CONSTRUCTION WITH ALL
UTILITIES ANA -OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED
TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE.
LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER,
SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC, 48 HOUR`$
PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY:
CITY OF FONTANA
1353 SIERRA AVENUE
FONTANA, CALIFORNIA 9235
TELEPHONE: ( 714) 350-7610
90. CALIF. OAS COMPANY DISTR1BUT IOR FACILITIES,
$70 4TH STREET, P. 0. BOX 6226
SAN BERNARDINO, CALIFORNIA 92405
TELEPHONE: ( 714) 884-9411 OR ( 8013) 422-4133
$0. CAL 1 F. GAS CMANY-TRANM 1 SS I ON DEPARTMENT
BIRCH STREET
I191
REA, CALIFORNIA 92621
TELEPHONE: ( 714) 529-28'99 Ail (8001 422-4133
IOUTHERN CALIFORNIA EDISON COMPANY
351 E. FRANC IS AVENUE, P. 0. BOX 513
NTARIO, CALIFORNIA 92621
ELEPHONE: (714) 947-2996 - UNMDERGR AW POWER
875-5100- TRANSMISSION
1714j
213 637-1233 - PIPELINES, OR
800) 422-4133
TELEPHONE COMPANY
1ENERAL
45 N. MOUNTAIN VIEW AVENUE
POMONA, CALIFORNIA 91766
TELEPHONE: ( 213) 357-2257 00 ( BUM 422-4133
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
S25 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92405
TELEPHONE: (714) 383-1665
PACIFIC TELEPHW 9 TELEGRAM COMPANY
ADAMS STREET
1073
1VERSIDE. CAL I FMN I A 92519
TELEPHONE: ( 714) 359-2585 OR (800) 422-4133
18,
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND All TELEPHONE O
POWER POLES, MATER METERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION,
BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
IHALL
ESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS. .�
196
THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE fop THE
LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND
UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE
PLANS OR NOT.BUILT _T
20.
NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS•
21.
ENG I NEER SHALL CHECK OUT O 161 NAL SEXIER I MR'POVEMNENT
PLANS AND TRANSFER 'AS -BUILT' INFORMATION PRIOR TO -
GATE
CITY ACCEPTANCE OF THE SEWER SYSTEM.
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