HomeMy WebLinkAbout1866-1V
L
FONTANA
Wn.,. ,.
REGIONAL
JURUPA HILLS PARK
'RNARDINO CO.
RIVERSIDE CO.
VICINITY MAP I 107 J
N.T.S.
N1 W I
-rr'��\C r 1\1a J61�
D I r- C)j\J r C)J
OT
A'i�� D � "�'lFY �•�� n/orC OV
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
S IE hV IE IQ II nh� Ip IR �� V IE n�� IE �I if IIS IL A �I S
JU IU A Nrs� A ,, 1C A IL II IF 11D IQ rN%%*� II A
v
TI-1ACT
LOT 8
INDEX MAP.�
SCALE i"w 100'
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE
OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE
SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR IS PEQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE
SITE. ITSHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY
THE OWNE16 OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE
JOINING,-OCROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION
TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY
CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR
ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR
ADDITIONAL COSTS OF CONSTRUCTION.
TRACT N0.
14240,14240-I,14240-2,14240-3
ITEM
b-1
UNIT
0,e4d-l
lae4ve
laZ,403
"3 0
4
:..:. • °...tiny
L.J
FONTANA STANDARD DETAIL 112.
I
EA.
31
�I
L
FONTANA
Wn.,. ,.
REGIONAL
JURUPA HILLS PARK
'RNARDINO CO.
RIVERSIDE CO.
VICINITY MAP I 107 J
N.T.S.
N1 W I
-rr'��\C r 1\1a J61�
D I r- C)j\J r C)J
OT
A'i�� D � "�'lFY �•�� n/orC OV
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
S IE hV IE IQ II nh� Ip IR �� V IE n�� IE �I if IIS IL A �I S
JU IU A Nrs� A ,, 1C A IL II IF 11D IQ rN%%*� II A
v
TI-1ACT
LOT 8
INDEX MAP.�
SCALE i"w 100'
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE
OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE
SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR IS PEQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE
SITE. ITSHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY
THE OWNE16 OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE
JOINING,-OCROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION
TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY
CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR
ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR
ADDITIONAL COSTS OF CONSTRUCTION.
TRACT N0.
14240,14240-I,14240-2,14240-3
PRIVATZ ENGIN ITER'5 NOTE
1 -VIE PRIVATE ENGINEER SIGNING THESE PLARS IS V_ESPONSiBLE FOR ASSUKIU&
TUE ACCURACY AND ACCEPTABILITY OF THE WOKK HEREOM. IN TME EVENT OF
D15CEFFANCIES ARIZING -DURING CON5Tiz1JCTI0RI THE PKIVATE ENGINEER SHALL
BE RESPON51BLE FOR DETEf-MINIKIG AN ACQEPTABLE SOLUTION AND KEVISING
THE PLANS FOE CITY APPROVAL.
�__„�- JOINT DETAIL
NOTE S
« 1 t Bd. Deta1,� Nos. 11,113& 114 for 4rog 6
tion deta is and yplcdl Junction .
Z ntric cone may be used Is lieu of
CMroeMrIc cones.
I The lowest manhole step shall be placed Ort
-� IRs iW K" nor met iron 44"above shelf.
_ 4 Thi upper manhole step shall laced
be ween the top of man Ole ab4 pthe
nnnholt cover ram and sham project
n0 m+ort than "Inside manhole.
5. All joints
iy shall be mortared.
6.3/4 a0AggfM I onO tPASTNI l C t 414teps
ASTM Type 11 Grade 43750.
STANDARD PRE -CAST MANHOLE
PER CITY OF FONTANA STANDARDS
DE TAIL 112
N . T S.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
at
N0.
ITEM
QUANTITY
UNIT
0,e4d-l
lae4ve
laZ,403
"3 0
O1
:..:. • °...tiny
FONTANA STANDARD DETAIL 112.
I
EA.
31
O3
INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY
PIPE PER CITY OF FONTANA STANDARDS AND
32
I
�Q
SPECIFICATIONS.
L.F.
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PRIVATZ ENGIN ITER'5 NOTE
1 -VIE PRIVATE ENGINEER SIGNING THESE PLARS IS V_ESPONSiBLE FOR ASSUKIU&
TUE ACCURACY AND ACCEPTABILITY OF THE WOKK HEREOM. IN TME EVENT OF
D15CEFFANCIES ARIZING -DURING CON5Tiz1JCTI0RI THE PKIVATE ENGINEER SHALL
BE RESPON51BLE FOR DETEf-MINIKIG AN ACQEPTABLE SOLUTION AND KEVISING
THE PLANS FOE CITY APPROVAL.
�__„�- JOINT DETAIL
NOTE S
« 1 t Bd. Deta1,� Nos. 11,113& 114 for 4rog 6
tion deta is and yplcdl Junction .
Z ntric cone may be used Is lieu of
CMroeMrIc cones.
I The lowest manhole step shall be placed Ort
-� IRs iW K" nor met iron 44"above shelf.
_ 4 Thi upper manhole step shall laced
be ween the top of man Ole ab4 pthe
nnnholt cover ram and sham project
n0 m+ort than "Inside manhole.
5. All joints
iy shall be mortared.
6.3/4 a0AggfM I onO tPASTNI l C t 414teps
ASTM Type 11 Grade 43750.
STANDARD PRE -CAST MANHOLE
PER CITY OF FONTANA STANDARDS
DE TAIL 112
N . T S.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
at
N0.
ITEM
QUANTITY
UNIT
0,e4d-l
lae4ve
laZ,403
Aae4a
O1
INSTALL STANDARD MANHOLE PER CITY OF
:..:. • °...tiny
FONTANA STANDARD DETAIL 112.
EA.
O3
INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY
PIPE PER CITY OF FONTANA STANDARDS AND
SPECIFICATIONS.
L.F.
\
�,
4O
INSTALL 4" EXTRA 5TRENGTH V.C.P. SEWER LATEZAL PER CITY
OF
��
6
p,�l
FONTANA STANDARD DETAIL 12 5 .5E� wo-rte No. 14-
��8�¢
L. F.
`Q
11
V
�9U
ONE LAYER OF 151b. BULDING
PAPER AS BOND BREAKER
AROUND PIPE & COUPLINGS. _
PROVIDE FLEXIBLE JOINT
EXTERIOR TO 81 WITHIN I
OF ENCASEMENT ENDS
CLASS I CONCRETE
4" COUPLING 4"
MIN. O.D. MIN.
CONCRETE ENCASEMENT
N.T. S.
r1o't M i t-1 .
S�LECTED NATIVE SOIL
I MAX. SIZE
COMPACTED TO 90 %
NZ
_ #
1"MAX. SIZE SELECTED
NATIVE BEDDING
a COMPACTED TO 90%
o •
1/4 of TO 3/411
ROCK BEDDING
TYPICAL BEDDNVG FOR 8" VCP
10' OR DEEPER
N.T. S .
e4
6:1" MIN.
10" MAx
*l3
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10' DEEP
NT.S.
TR. 14240-1 AS—BUILT 12-27-93
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IIS NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.
1.6.
8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
9. ADEQUATE STAKES SHALL HE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
CONTRACTOR SHALL NOTIFY THE ENGINEER 48-IIOURS PRIOR TO THE:
ANTICIPATED START OF CONSTRUCTION.
10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
11. THE CONTRACTOR SHALI, BE RESPONSIBLE: FOR THE RESETTING OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH
MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY
ARE SHOWN ON THE PLANS OR NOT.
12. ALI, MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL HE;
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO CRADE; BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
13. ALI, 4" HOUSE; SEWER LATERALS SHALL BE INSTALLED ON A 2%
MINIMUM GRADE: UNLESS OTHERWISE APPROVED BY THE; CITY
ENG1 NEER . INSTALL SEWER CLEANOUT BOX FOR Al=l. HOUSE; LATERALS
PER STI) 125--A.
14. TERMINAT5 At -L- 4" HOUSE SF-:WI✓f? LATR;:?ALS 3' INsiPF- TiAEl L.Ca-C WITH A
PLUG. SNOULF A PU15LtC UTIL-111F—S I✓A-C3'_ME�t fr LIF_ GONT1GUOOU53''lZ�) THF=
s-T1e�>�T R--o--W, T'14E• LATj _= AI_ SNAL. rgv1'
ANr/IWAi-F_� �5'ItJ�iPt�-= V E:--- JOT- A5� IVf�ASWk�5P�"' 14i = UT lLIT' f
V�:iAST�:_-M5-=N-T L.IN .
15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER
LATERALS BY THE SEWER CONTRACTOR.
16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
HORIZONTAL. LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY
CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER.
ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER
PRIOR TO CONSTRUCTION.
17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND 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 -HOURS
PRIOR TO EXCAVAT14 NEAR THEIR FACILITIES, NOT1H'Y
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE; (714)350-7610
SO.CALIF. GAS COMPANY -DISTRIBUTION_ FACILITIES_
_ 570 4TH STREET, P.O. BOX 6226
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714)884-9411 OR (800)422-4133
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE (714)529-2889 OR (800)422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
1351 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 92621
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
(714)875 -5100 -TRANSMISSION
(213)637--1233-PIPELINES, OR
(800)422-4133
GENERAL TELEPHONE COMPANY t���SSI01yf��
245 N. MOUNTAIN VIEW AVENUE t E. 4
POMONA , CALIFORNIA 91766 � T(/��
TELEPHONE (213)357-2257 OR (800)422•-4133
SAN BERNARDINO COUNTY FLOOD CONTROI, DISTRICT ti v
� Y6
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408 31/93
TELEPHONE (714)383-1665
PACIFIC TELEPHONE & TELEGRAPH COMPANY_
3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714)359-2585 OR (800)422-4133
:..:. • °...tiny
CONCRETE ENCASEMENT
N.T. S.
r1o't M i t-1 .
S�LECTED NATIVE SOIL
I MAX. SIZE
COMPACTED TO 90 %
NZ
_ #
1"MAX. SIZE SELECTED
NATIVE BEDDING
a COMPACTED TO 90%
o •
1/4 of TO 3/411
ROCK BEDDING
TYPICAL BEDDNVG FOR 8" VCP
10' OR DEEPER
N.T. S .
e4
6:1" MIN.
10" MAx
*l3
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10' DEEP
NT.S.
TR. 14240-1 AS—BUILT 12-27-93
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IIS NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.
1.6.
8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
9. ADEQUATE STAKES SHALL HE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
CONTRACTOR SHALL NOTIFY THE ENGINEER 48-IIOURS PRIOR TO THE:
ANTICIPATED START OF CONSTRUCTION.
10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
11. THE CONTRACTOR SHALI, BE RESPONSIBLE: FOR THE RESETTING OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH
MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY
ARE SHOWN ON THE PLANS OR NOT.
12. ALI, MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL HE;
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO CRADE; BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
13. ALI, 4" HOUSE; SEWER LATERALS SHALL BE INSTALLED ON A 2%
MINIMUM GRADE: UNLESS OTHERWISE APPROVED BY THE; CITY
ENG1 NEER . INSTALL SEWER CLEANOUT BOX FOR Al=l. HOUSE; LATERALS
PER STI) 125--A.
14. TERMINAT5 At -L- 4" HOUSE SF-:WI✓f? LATR;:?ALS 3' INsiPF- TiAEl L.Ca-C WITH A
PLUG. SNOULF A PU15LtC UTIL-111F—S I✓A-C3'_ME�t fr LIF_ GONT1GUOOU53''lZ�) THF=
s-T1e�>�T R--o--W, T'14E• LATj _= AI_ SNAL. rgv1'
ANr/IWAi-F_� �5'ItJ�iPt�-= V E:--- JOT- A5� IVf�ASWk�5P�"' 14i = UT lLIT' f
V�:iAST�:_-M5-=N-T L.IN .
15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER
LATERALS BY THE SEWER CONTRACTOR.
16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
HORIZONTAL. LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY
CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER.
ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER
PRIOR TO CONSTRUCTION.
17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND 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 -HOURS
PRIOR TO EXCAVAT14 NEAR THEIR FACILITIES, NOT1H'Y
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE; (714)350-7610
SO.CALIF. GAS COMPANY -DISTRIBUTION_ FACILITIES_
_ 570 4TH STREET, P.O. BOX 6226
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714)884-9411 OR (800)422-4133
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE (714)529-2889 OR (800)422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
1351 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 92621
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
(714)875 -5100 -TRANSMISSION
(213)637--1233-PIPELINES, OR
(800)422-4133
GENERAL TELEPHONE COMPANY t���SSI01yf��
245 N. MOUNTAIN VIEW AVENUE t E. 4
POMONA , CALIFORNIA 91766 � T(/��
TELEPHONE (213)357-2257 OR (800)422•-4133
SAN BERNARDINO COUNTY FLOOD CONTROI, DISTRICT ti v
� Y6
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408 31/93
TELEPHONE (714)383-1665
PACIFIC TELEPHONE & TELEGRAPH COMPANY_
3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714)359-2585 OR (800)422-4133