HomeMy WebLinkAbout4189-1GENERAL NO TES
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.
2. WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N 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 SHALL 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 /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N 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 CONTRACT 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 THE 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.
17. REMOVAL AND REPLACEMENT OF 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 /N 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 /N GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
CITY ENGINEER.
26. 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.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR STREETS.
30. APPROVED SOILS STER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
J2. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEERING.
33 AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER
STORM DRAIN IMPROVEMENT PLAN
TRACT No, 17824
Clry OF FONTANA
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TOP OF STRUCTURAL
PAVEMENT SUBGRADE
-III
N i 6" MIN. III =
8" MAX. =►I I
III s III -
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STORM DRAIN PIPE - -
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
112" CRUSHED STONE BEDDING.
TRENCH DETAIL
II
I�
7R' X10, 18079 li
A4a .2g1 / B&I-72 II
II
INDEX MAP
SCALE. 1 "=100'
3" MAX. SIZE NATIVE
BACKFILL COMPACTED 909'
NOTES: /VU/ IU J(.fiLL
1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 909' IN ALL
TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED.
2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM
SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS.
J. CLASS II AGG. BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
Q �
34. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE
INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE
DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STENGTH IN OF., -THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEED/NG 20 FEET PER
SECOND AND fc= 6, 000 psi FOR VELOCITIES EXCEED/NG 30 FEET PER SECOND. DIAL
35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. BEFORE
YOU DIG
36. ADVANCE CONSTRUCT/ON SIGNING INDICATING DURATION OF PROJECT SHALL BE /N TOLL FREE 1-800-227-2600
PLACE ONE WEEK PR/OR TO IMPLEMENT/NG DETOURS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LEGEND
A. C.
B. C.
B. V. C.
B. W.
C.B.
C.L.
E. C.
E.P.
E. G.
E. V. C.
F.L.
F. S
G.B.
H.P.
INV.
0. C.
P. C. C.
(R)
R/W
TAN.
T. C.
W
V
(590.77)
590.77
�pFE3S;
O
UJI
637 c m
C 36
OF*
ASPHAL TIC CONCRETE
N
INDICA TES SLOPE 2: 1
1:1
SLOPE OR FLATTER
AC PA VEMENT
f OR
ADEQUATE SHORING
REMOVAL
CATCH BASIN
CEN TERLINE
®
GRIND
END CUR VE
EDGE OF PA VEMEN T
EDGE PA VEMEN T
907 COMPACTED
EDGE GRADE
NAT/VE BACKFILL
SEWER MAIN
END VER 77CAL CURVE
6 MAX. SIZE
SEWER LA TERAL
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1- MAX. SIZE).
SEWER MANHOLE
-III
N i 6" MIN. III =
8" MAX. =►I I
III s III -
z
LO w
W
m
II '
STORM DRAIN PIPE - -
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
112" CRUSHED STONE BEDDING.
TRENCH DETAIL
II
I�
7R' X10, 18079 li
A4a .2g1 / B&I-72 II
II
INDEX MAP
SCALE. 1 "=100'
3" MAX. SIZE NATIVE
BACKFILL COMPACTED 909'
NOTES: /VU/ IU J(.fiLL
1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 909' IN ALL
TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED.
2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM
SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS.
J. CLASS II AGG. BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
Q �
34. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE
INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE
DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STENGTH IN OF., -THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEED/NG 20 FEET PER
SECOND AND fc= 6, 000 psi FOR VELOCITIES EXCEED/NG 30 FEET PER SECOND. DIAL
35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. BEFORE
YOU DIG
36. ADVANCE CONSTRUCT/ON SIGNING INDICATING DURATION OF PROJECT SHALL BE /N TOLL FREE 1-800-227-2600
PLACE ONE WEEK PR/OR TO IMPLEMENT/NG DETOURS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LEGEND
A. C.
B. C.
B. V. C.
B. W.
C.B.
C.L.
E. C.
E.P.
E. G.
E. V. C.
F.L.
F. S
G.B.
H.P.
INV.
0. C.
P. C. C.
(R)
R/W
TAN.
T. C.
W
V
(590.77)
590.77
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637 c m
C 36
OF*
ASPHAL TIC CONCRETE
I'=F
INDICA TES SLOPE 2: 1
BEGIN CUR VE
BEG. VERTICAL CURVE
,
AC PA VEMENT
BACK SIDEWALK
®
REMOVAL
CATCH BASIN
CEN TERLINE
®
GRIND
END CUR VE
EDGE OF PA VEMEN T
EDGE PA VEMEN T
EDGE GRADE
SEWER MAIN
END VER 77CAL CURVE
SEWER LA TERAL
FLOW LINE
FINISH SURFACE
GRADE BREAK
SEWER MANHOLE
HIGH POINT
IN VERT
SEWER CLEANOUT
ON CURVE
PORTLAND CEMENT CONCRETE
W
WATER MAIN
RIDGE LINE
-------
FIRE LINE
RIGHT OF WA Y
TANGENT
FIRE HYDRANT
TOP OF CURB
W/D TH
IRRIGATION METER
VER TI CAL DEPTH
INDICA TES EXISTING C-1 MIA TION
®
TRENCH AND REPAIR
INDICATES PROPOSED ELEVATION
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THESE RECORD DRAWINGF HAI 117 BEEN PREPARED, IN
PART, ON THE BASIS OF wF' •.""''!ON COMPILED AND
FURNISHED BY OTHERS. THE =NGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
CIVIL ENG/NEER CONTACT PERSON:
MADOLE & ASSOCIATES
DAVID JENKINS
(909) 9J7-9151 EXT 119
REV. REVISION DESCRIP RON DA T F ENGR. CITY DA TF
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN 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
4 -sill ill CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT.
6
OLD HIGHLAND AVENUE)
L SO. HIGHLAND AVENUE
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WALNU T A VENUE
VICINITY MAP
N. T. S.
PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS
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 /S 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.
CONS TRUC T/ON NO TES:
(D-_ CONSTRUCT CATCH BASIN PER S.P.P.W.C. SID. PLAN 300-2, DETAIL ON SHr 3. _
O2 -CONSTRUCT 24" R.C.P. STORM DRAIN (D -LOAD ON PLAN).
Q- CONSTRUCT P.C.C. COLLAR PER S.P.P.W.C. STD. PLAN 380-3, DETAIL ON SN7. J.
4� CONSTRUCT J.S. PER S.P.P.W.C. STD. PLAN 331-2, DETAIL ON SHT J.
o- CONSTRUCT PIPE CLOSURE PER SAN BERNARDINO COUNT)' FLOOD CONTROL
DISTRICT STD. PLAN S.P. 176A, DETAIL HEREON.
6o-- REPAIR TRENCH PER CITY STD. 131.
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN. BRIAN WREN
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN. JACK JARVIS
16231 VALLEY BLVD.
FONTANA, CA. 92335
(909) 428-8411
EMERGENCIES. (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92JJ5
(909) 820-5598 - UNDERGROUND
(909) 875-5100 - TRANSMISSIONS
(9093 357-6233 - DISTRIBUTION
CRAWFORD CANYON MUTUAL WATER CO.
ATTN. BASIL J. FABRIZ10
(909) 463-9580
WEST SAN BERNARDINO WATER
UNDERGROUND SERVICE ALERT
(800) 422-4133
SBC
A TTN .• JAMES ZIELINSKI
1265 N. VAN BUREN STREET
SUI TE 180
ANAHEIM, CA 92807
(714) 666-5415
METROPOLITAN WATER DISTRICT
WA TER SYSTEM OPERA 77ON GROUP
A TTN: JOE MIRONE
(909) 776-2664
BENCH MARK.• IS B. CO. SPSN-00534 1 BASIS OF BEARINGS.
ADELPHIA (CABLE TV)
ATTN: JACK HA YES
1205 DUPONT AVENUE
ONTARIO, CA. 91761
(909) 390-4738
VERIZON
ATTN. STEVE HOCK
1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
(909) 469-6327
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA, CA 92335
TEL: (909) 822-2201
FAX: (909) 823-5046
WEST VALLEY WATER DISTRICT
ATTN. LON TSAI
855 W. BASELINE ROAD
RIALTO, CA 92377
(909) 875-1804
SAN GABRIEL VALLEY
MUNICIPAL WATER DISTRICT
ATTN. DAVE JOHNSON
549 EAST SIERRA MADRE AVENUE
AZUSA, CA. 91702-1299
P.O. BOX 1299
(909) 969-7911
QUANT/TY.-
1 EA.
74 LF.
1 EA.
1 EA.
1 EA.
265 SF
THE BASIS OF BEARINGS MR THIS MAP /S THE
NEAR N/W CORNER HIGHLAND d; SAN SEVNINE NORTH LINE OF THE NORTHEAST QUARTER OF
AVES, 343 FT. N OF HIGHLAND, 0.2 MI. W OF SECTION A 70ONSHIP 1 NORTH, RANGE 6 WEST,
SAN SEVA/N& IN S CONC. BASE OF SCE TOM SAN BERNARDINO MER/DIW, SHOWN AS ?189* 39'
Ift 265 ML W ALONG HOUND AVE FROM 56' r ON TRACT ACIP No. 1607 BLED /N BOOK
SIERRA AVE 281, PAGES 69 THROUGH 72, INLYUS/VS OF MAPS,
ELEVA 770N: 1,428.6090 RECOMS OF SAN BERNMlVO COUNTY.
Prep
are Under Th e Sup ervision Of : CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
MADOLE O L E 1455 AUTO CENTER DRIVE
_ SUITE 200 DRAWN BY SAN SEVAINE ROAD SCALE.•
w No. 36637 CONTARIO, CA 91761 DM AS SHOWN
909.937.9151 TITLE SHEET
Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com DESIGNED BY DATE•
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TFOFCAL\FOS Date :3 CHECKED B : APP OVED DRAWING NO,
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