HomeMy WebLinkAbout4086-1STORM DRAIN IMPROVEMENT NOTES
1. ALL WORK SHALL_ DE 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,
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 THE CITY ENGINEER
FOR RESOLUTION,
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE
ONE WEEK PRIOR TO IMPLEMENTING DETOURS,
5, CONSTRUCTION PERMITS SHALL BE 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 TWO WORKING DAYS PRIOR
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.
CALL (909) 350--7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7. IT SI -TALI_ BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
OF INDUSTRIAL SAFETY.
9. 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 THE STATE
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL_ OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
11. 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.
12, 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.
13, THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH
FHE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS,
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15, 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.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR
BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
REMOVAL AND REPLACEMENT OF TI
17. EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES 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.
'18. 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.
19, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. 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.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22.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.
23. 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.
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE,
25, NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR
APPROVAL OT HE CITY ENGINEER.
lij
w 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
ci AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
a ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
BASIS OF BEARINGS. --TLEQAL DESCRIPTION:
F FONTANA
y„ `IK Y hti i
QUANTITY
0
CONSTRUCT (12'W X 8'H) CAST -IN --PLACE REINFORCED
3,.243
L. F.
15
CONSTRUCT
6' CUTOFF WALL PER CALTRANS STD. PLAN D84.
CONCRETE SINGLE BOX PER STRUCTURAL,. DETAILS
24
15
(SEE SHEET-
10)
ON SHEET 9.
AVENUE
16
REPLACE EXISTING
.STREET STRIPPING IN KIND.
CONSTRUCT TRANSITION STRUCTURE PER APWA STD.
5
EA.
17
REMOVE AND REPLACE EXIST. AC PAVEMENT,
c
PLAN 341-1. (SEE SHEET 14)
BEECH �3
SIERRA (n
CONCRETE COLLAR PER
APWA STD,
AVENUE
CONSTRUCT (14'W X 7'H) CAST -IN --PLACE REINFORCED
188
L. F.
18
CONSTRUCT
CHAINLINK WALL. FENCE PER CALTRANS STANDARD 811-52.
CONCRETE SINGLE BOX PER CALTRANS STD. D80
LS
--
-
("SEE SHEET
15)
0
(SEE SHEET 10)
CONSTRUCT (14'W X 1O'H) CAST ---IN-PLACE REINFORCED
150
L. F.
19
CONST T
A
6" AC OVER 12" 95i C MPACTED NAT
L.F,
CONCRETE SINGLE BOX PER CALTRANS STD. 080
��\r'
(SEE SHEET 10)
SHEET/VICINITY MAP/INDEX MAP
20
CONSTRUCT
CONCRETE DROP INLET PER RCFC & WCO STD. DWG. C6110.
�'
CONSTRUCT (14'W X 12'H) CAST -IN-PLACE REINFORCED
200
L.F.21
CONSTRUCT
24" RCP WITH SLURRY BACKFILL_ PER PROFILE (LD-�' LOA6 PER
LINE
CONCRETE SINGLE BOX PER CALTRANS STD. D80
TO
STA.
482+00.00
PROFILE).
SF
��,�'
(SEE SHEET 10)
1.1 SLOPE OR FLATTER
OR ADEQUATE SHORING
22
CONSTRUCT
36" GCP PIPE INLET PER SSTD. PLAN CALTRANS 7
R D 5Ba
6
CONSTRUCT (16'W X 10-1) CAST -IN-PLACE REINFORCED
829
L. F.
4914-00.00
SEE SHEET
14
CONCRETE SINGLE BOX PER STRUCTURAL DETAILS ON SHEET 9.
23
CONSTRUCT
JUNCTION STRUCTURE PER APWA STD. PLAN 333-1.
0
CONSTRUCT 1/2 TON CONCRETE RIP -RAP (T=4.5)
378
CY.
(SEE SHEET
1.3)
WITH 12" NO, 3 BACKING PER CALTRANS STD. SPEC.
24
SAWCUT EXISTING PAVEMENT.
4
SECTION 72 (METHOD A). (SEE SHEET 2)
STA. 491+00.00
TO
STA.
499+00.00
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL
8
CONSTRUCT CONCRETE BOX MANHOLE PER APWA STD. PLAN 323---1,
7
EA.
25
CONSTRUCT
OUTLET PROTECTION BARRIER PER S.B.C.F.C.D. S.P.101.
5
(SEE SHEET 10)
STA. 499+00.00
TO
STA,
(SEE SHEET
13)
CONSTRUCT PRESSURE MANITOLS PER APWA STD. PLAN 328 -1.
2
EA.
�
CONSTRUCT
RETAINING WALL GUTTER PER CALTRANS STD. PLAN B3-9.
6
(SEE SHEET 1 1)
P"B,"
B STA. 507+00.00
TO
STA,
(SEE SHEET
14)
10
REMOVE AND REPLACEEXIST. CHAINLINK FENCE IN KIND
1
LS
27
RLRLOCATE T 6" TE INF PE PL CS.
2 EA,
1 LS
1 LS
100 L.F.
EXIST. FUTURE
NORT-1 WEST
R W 61
vi�'
EXIST EXIST. -_-
R/W
33' VARIES
H
34' __ ___ _
p I
I B 4,
o f 20'
ISAWCUTIREMOVE EXIST. PAVEMENT
I ` PROP. AC "
4
® , PAVEMENT
4 FT 2.0%
FUT. CONC.-J
Sin EtAIALK
FUTURE- CONC.
CURB & GUTTER
COVER VARIES FROM
4' TO 7' OVER RCB
115 L. F.
1 EA
100 LF
1 LS
4/1-\
PROP.12'X8"�.RCB j
D.. \ `
28'
TO FACILITATE STORM DRAIN IMPROVEMENTS,
11 REMOVE AND REPLACE IN KIND EXIST. SIGN TO 1
• , d , ERS A D AL E BOX
LS
28
CONSTRUCT
18" RCP (D -LOAD PER
PROFILE)
24
15
AVENUE
S(.JMMIT <
AVENUE,,
BEECH
c
AVENUE
BEECH �3
SIERRA (n
CONCRETE COLLAR PER
APWA STD,
AVENUE
LAKE
PKIWY
EA
_
LS
--
-
w_SHEE
EXIST. FUTURE
NORT-1 WEST
R W 61
vi�'
EXIST EXIST. -_-
R/W
33' VARIES
H
34' __ ___ _
p I
I B 4,
o f 20'
ISAWCUTIREMOVE EXIST. PAVEMENT
I ` PROP. AC "
4
® , PAVEMENT
4 FT 2.0%
FUT. CONC.-J
Sin EtAIALK
FUTURE- CONC.
CURB & GUTTER
COVER VARIES FROM
4' TO 7' OVER RCB
115 L. F.
1 EA
100 LF
1 LS
4/1-\
PROP.12'X8"�.RCB j
D.. \ `
28'
TO FACILITATE STORM DRAIN IMPROVEMENTS,
11 REMOVE AND REPLACE IN KIND EXIST. SIGN TO 1
• , d , ERS A D AL E BOX
LS
28
CONSTRUCT
18" RCP (D -LOAD PER
PROFILE)
24
LF
FACILITATE CONSTRUCTION OF DRAINAGE IMPROVEMENTS,
29
CONSTRUCT
CONCRETE COLLAR PER
APWA STD,
PLAN 380-2
EA
12 REMOVE EXISTING DRAINAGE STRUCTURE, 1
LS
--
-
w_SHEE
INDEX
13 CONSTRUCT RETAINING WALL TYPE 1 PER CALTRANS STD, PLAN 83--1. 100
L.F,
�\' r
��\r'
1
SHEET/VICINITY MAP/INDEX MAP
TITLE
(SEE SHEET 14)
�'
,i'
2
LINE
"B" STA. 475+06.45
TO
STA.
482+00.00
( CONSTRUCT 8" CLASS "A" CONCRETE INVERT SLAB WITH NO.4 1,000
DREBAR @ 18'" O.C. B,W.
SF
��,�'
\�
1.1 SLOPE OR FLATTER
OR ADEQUATE SHORING
��\/
3
LINE
"B" STA. 482.4-00.00
TO
STA.
4914-00.00
"B"
27, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
%°i,/
4
LINE
STA. 491+00.00
TO
STA.
499+00.00
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL
�\
90% COMPACTED
NATIVE
3" MAX. SIZE,>
5
LINE
STA. 499+00.00
TO
STA,
507+00.00
AFFECTED AGENCIES IMMEDIATELY.
°'���.' ',
BACKFl11 3" MAX
SIZE\\.
NATIVE SOIL
COMPACTED 95.E
6
LINE
P"B,"
B STA. 507+00.00
TO
STA,
514+00.00
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
_6" MIN.
,
"B"
BEEN PLACED, INSPECTED AND APPROVED.
✓,
8" MAX.
fit
7
LINE
STA. 514+00.00
TO
STA,
523+00.00
29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR�
\\�
8
PROFILES SHEET
TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
GRANULAR
BEDDING FROM
9-16
DETAIL
SHEETS
PRIOR TO PLACEMENT,
SELECTED
TRENCH SIDE
LEGEND
31 ALL MA
MANHOLES C'LEANOl1T FRAMES COV N V V
I I f
- B-
MATERIAL
(I" MAX SIZE).
ES SHALL BE RAISED TO _ f
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
32. STRIPING,CMPLIOD D1HERTFTRLDSORTALL TSC
BARRICAS,AN0RAIICCONTTOEVIC RESTORE
E SATISFACTION
OF THE CITY TRAFFIC ENGINEER. LLI
=
33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. _m--
34. MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. STORM DRAIN PIPE--- 0.6'D' =.i
35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONRETE PIPES AND STORM DRAIN
STRUCTURES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN GRANULAR BEDDING FROM SELECTED
THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGHT IN THESE TRENCH SIDE MATERIAL FOR PIPE
REACHES SHALL BE FC = 5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC = 10' OR GREATER IN DEPTH USE
6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 1/2 CRUSHED STONE BEDDING.
NOTES 112
IL ENGINEER 1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE. COMPACTION SHALL BE 90,`a IN ALL
LR GEOTECHNICAL GROUP INC. 2. TRENCH DEPTHS OF GREATER THAN 5' ZONES UNLESS OTHERWISE SPECIFIED,
6121 QUAIL VALLEY COURT I SHALL HAVE ADEQUATE SHORINt,. TRENCH STABILITY SHALL CONFORM
BEINGA SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF RIVERSIDEa 92507 3. CLASS Ll AGGREGATE BASE ALL TO CAL -OSHA REQUIREMENTS.
SECTION 23, TOWNSHIP t NORTH, RANGE 6 WEST, SAN BERNARDINO, Ph. ( 1)653-T760
TRENCHES LESS THAN 100 IN LENGTH.
COUNTY OF SAN BERNARDINO. F a f4%ar,43TRENCH DETAIL
-1741
NOT TO SCALE
a X.REV. REVISION DESCRfPTRON DA E ENGR. CITY DATE
- HOULD CONSTRUCTION OFTHE REQUIRED IMPROVEMENTS NOT
yRECORD DR4WINGI 11° AUT
Dr"
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON ANS CARRIED FORTH IN A ILIGENT MANNIPP, THP
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDSIN
EFFECT.
TOLL FREE '1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SEAL -ENGINEER
I mmulap al
qLm
CIL OR C. L. OR
CB
FL
INV
MH
R/W
RCP
SD
SEW
S TA
TC
VCP
WA T
- -FO- -
CEN TERLI NE
CA TCH BASIN
FLOW LINE (GUTTER)
INVERT ELEVATION
MANHOLE
RI GTH-- OF--- WA Y
REINFORCED CONCRETE PIPE
STORM DRAIN
SEWER
STA TION
TOP OF CURB
VITRIFIED CLAY PIPE
WA TER
CENTERLINE
RIGHT-OF-WAY
WA TER
SEWER
ELECTRIC
GAS
TELEPHONE
EA SEMEN T
FIBER OPTIC
0'
12'
13
TSTAGING AREA
2.0%
FUTURE AC
PAVEMENT
FUTURE
MED. CURB
28'
FUTURE
SOUTI-VLA T
R/W
1 10'
p
p
FUTURE
LANDSCAPE
EASEMENT
jam/ �SFUT. CONC.
SIDEWALK
FUTURE CONC,.
CURB & GUTTER
`CONTRACTOR SHALL PROTECT AND
SUPPORT ALL EXISTING UTILITIES AND
Rl TRENCH DETAIL PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF
FUTURE SUMMIT AVENUE EXISTING PIPE CROSSING SUSPENDED
TYPICAL SECTION SATISFACTION
PROPOSED RCB TO THE
SATISFACTION OF THE AFFECTED AGENCY"
N. T S.
^ 1xMt 111� i �:, 'v � 8 i, 19 1 s , i P �,.
4'
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., L_IABIL7Y 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 DEPEND, 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 AL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK,
C17Y OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN: BRIAN WREN
8353 SIERRA AVENUE
FONTANA, CA 9.2335
(909) 350-66,32
TIME WARNER
ATTN: ROD MESA
1500 S. AUTO CENTER DRIVE
ONTARIO, CA 91761
(909) 975-3405
CHARTER COMMUNICATIONS
.ATTN: XOCHITL ORTEGA
73.37 CENTRAL AVENUE
RIVERSIDE, CA 92504
(951) 343-5161
CUCAMONGA VALLEY WATER DISTRICT
ATTN: RUSSEL SILVA
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA 91729
(909) 987-2591
FONTANA WATER COMPANY
SAN GABRIEL WATER
ATTN: LUIS MONTENEGRO
11142 GARVEY AVENUE
EL MONTE, CA 91733
(626) 448----6183
MCI
A TTN: DAN GARDEN
2400 NORTH GLENVILLE
RICHARDSON, TX 75082
(909) 421-3.316
SOUTHERN CALIFORNIA EDISON COMPANY
ATTN: CHRIS LORIMER
7951 REDWOOD AVENUE
FONTANA, CA. 92336
(714) 7.96--9932
SCT, CALIFORNIA GAS COMPANY
ATTN: BRUCE YONKERS
1981 LUGONIA AVENUE
REDLANDS, CA 9.2371
(909) .335-- 7871
VERT ZON
ATTN: FRANK ANGUSTAIN
16071 MOJAVE' DRIVE, BLDG. A
VICTORBILLE, CA 9239.2
(760) 245---0330
CRA WFORD CANYON WATER CO.
ATTN: DENNIS ALL_ARD
825.3 SIERRA AVENUE
FONTANA, CA 92335
(909) 356--1815