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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 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. 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 'EAST TWO WORKING DAYS PRIOR TO THE START OF
ANY WORK IN IC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL
(909) 350-7610.
5. 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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT
ALL TIMES.
7. 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.
8. 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
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE.
10. 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.
11. THE CON TRACTOR 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.
12. THE CONTRACTOR SMALL 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.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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,
ROL,
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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN
SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
23. 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.
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24. 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-ERODABLE SWALES ENTERING OR LAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
THE CURB AT THE LOCATION OF THE SEWER LATERAL.
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 OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW
ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND
SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS
DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH
GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE
MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED
BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND%OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
OR APPROVED EQUAL. PER CITY STD. DWG # 1016
36. AS -BUILT DRAWINGS SHALL BE PROVIDED
BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
THE CITY ENGINEER.
CITY OF FONTANA
19,920 SF
UTILITY NOTIFICATION LIST
CONSTRUCT 6' PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
1,162 LF
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
REDLANDS, CA 92374
COMCAST ( CABLE TV )
(909) 335-7547
ATTN: JACK HAVES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
ONTARIO, CA 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
i2
RIALTO, CA 92376
GENERAL TELEPHONE COMPANY
909 820-5598 - UNDERGROUND
ATTN: STEVE HOCK
909 875-5100 - TRANSMISSION
1400 E. PHILIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA 91766
909 357-6223 - DISTRIBUTION
(800) 422-4133
;800) 422-4133
15
CONSTRUCT LOCAL DEPRESSION PER A.P.WA. STD. DWG. NO. 313-1, AS SHOWN ON SHE 4 OF 4
FONTANA WATER COMPANY
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: MICHAEL J. McGRAW
ATTN: BILL VANDERKIEFT, JR.
8440 NUEVO AVENUE
(619) 868-6040
FONTANA CA 92235
(909) 822-2201
FAX. (909) 823-5046
PRIVATE ENGINEERS NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
1141111-1111 Will 11 1111 1 1 11 1 11 1 111 11 jr#jjFj#j
STREET IMPROVEMENT PLANS
FOR
TRACT N0. 16346
r III
11 t �
F„ li i
i 4 J
BASELINE IMPROVEMENTS CONSTRUCTED I
PER CITY DWG. NO. 3063 {
ti'E SPEE11W.
- - - - - - ' -----------� 1 --- ---
\ -Wo ___
- - �-
UNAUTHORIZED CHANGES AND USES:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
REVISION DESCRIPTION 1 DATE i ENGR.1 CITY 1 DATE
8 i 17
' 6
8
i 4
3
2
i 1
OR APPROVED EQUAL. PER CITY STD. DWG # 1016
3 EA
RECORDED MAP BOOK 282, PGS 16-20, RECORDS
CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
OF SAN BERNARDINO COUNTY.
(SEE GENERAL NOTES 31 AND 32)
10
- S ee 2 '
16 17 1$ I s
11 12 1s 14 �' ALMERIA AVENUE IMPROVEMENTS
i PER CITY DWG. NO. 3080
SEE SHEET NO. 2
i; Q Ir r- i I _-fl f i i i ! !� ❑ I I� 1: R! W
L ��.� r F'
1 ! � i �
I _
'`d` ------=-L`` =-- _'_ �- `----------ate
-JACKSON � DRIVE------� �� c
mw �
i Dr __� 1 �_4 1
R/W
5' ' 4'
LOT A
s
SHOULD CONSTRUCT1aN OF 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
I
N
41'
INDEX MAP
SCALE: i "=100'
q
- I _ n -T -n
TYPICAL SECTION
MAJOR STREET -120' R/W
BASELINE AVENUE
N.T.S.
T1_10
R/W
q
64'
R/W
def
In 7Tr%F&TlfTv u An
N.T.S.
PROJECT
LOCATION
12' 20` y 20' 12'
EXISTING STREET IMPROVEMENTS
6" PER CITY DWG. NO. 3080
SEE SHEET NO. 2
C1
LEVEL LINE - -
CONSTRUCTION NOTES
QUANTITIES
0 -INSTALL
5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) ON 25 FT. MARBELITE POLE
THE SW 1/4 OF SEC. 36, T1 N, R6W, SBB & M
OR APPROVED EQUAL. PER CITY STD. DWG # 1016
3 EA
RECORDED MAP BOOK 282, PGS 16-20, RECORDS
CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
OF SAN BERNARDINO COUNTY.
(SEE GENERAL NOTES 31 AND 32)
19,920 SF
3D-
CONSTRUCT 6' PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
1,162 LF
CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104, W=8'
1,096 SF
5 -
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 1005, WIDTH=16', UNLESS NOTED OTHERWISE
1, 710 SF
(909) 291-7600
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W= PER PLAN
11,698 SF
HIGHLAND AVENUE FROM SIERRA AVENUE
CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
3 EA
8 --
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 -
5 EA
INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
1 EA
10
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
1 EA
11
CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32)
2,245 SF
i2
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
25 LF
13
SAWCUT AND REMOVE EXISTING AC PAVEMENT, PER DETAIL ON SHT. 4 OF 4
2,245 SF
14
CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT. 4 OF 4
(WIDTH AS SHOWN ON PLAN)
2 EA
15
CONSTRUCT LOCAL DEPRESSION PER A.P.WA. STD. DWG. NO. 313-1, AS SHOWN ON SHE 4 OF 4
(CASE AS SHOWN ON PLAN)
2 EA
12' 20` y 20' 12'
EXISTING STREET IMPROVEMENTS
6" PER CITY DWG. NO. 3080
SEE SHEET NO. 2
C1
LEVEL LINE - -
5' PUE & I
S/W ESMT j
1
i
R/W
: 7•
5
2%
r
5' ,"� --- -�- --- -_,- ! LEGEND: 1
- 0 INDICATES PROPOSED A.C. PAVEMENT
TYPICAL SECTION % /, INDICATES REMOVE EXISTING A.G. PAVEMENT C
LOCAL STREE L R/W
ALMERIA AVENUEINDICATES OVERLAY EXISTING A.C.PAVEMENT
N.T.S.
T.I.-5.5 LOC INDICATES LENGTH ON CURB
IZ
50'
18'
25'
0
2 0
----2_ _LEVEL ---r LINE----�---
TYPICAL SECTION
LOCAL STREET -50' R/W
MIMOSA COURT
N.T.S.
T1-5.5
- - - INDICATES CENTERLINE
- - - INDICATES RIGHT-OF-WAY LINE
- - - - INDICATES EXISTING IMPROVEMENTS r`
--(1300 -- INDICATES EXISTING CONTOUR LINE 96uaw t7[ -ww wo-
° STREET LIGHTS
�-- DIRECTION OF FLOW
XX DETAIL NO. INDICATES LOCATION OF CATCH BASIN DETAIL
XX SHEET NO.
f EXISTING POWER POLES
R/W
7' I
5' 3'
4'
Prepared By: - CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING Y, ESS
�'� STREET IMPROVEMENT PLANS
�vZ� S NqM q<
Civil Engineering - Land Surveying - Land plannlLng �� `r� z Drawn By: Scale:
8253 Sierra Avenue w No. 43976 m V AE TR CT N . 16 AS NOTED
Fontana, California 92335 (Y- Exp. 6/30/05 Date:
l r909i 356-1815 Fax `909) 3 -1795 * * Designed By: T E E
AE JUNE, 2004
f� p X19 c1vi�_
David S. Hammer, H.C.E. 43976 Dat CAL iE Checked By: Approved."7 7- Q Dwg. No. j
(expires 6/30/2005) MI r CITY ENGINEER R.C.E. 51152 DATE 92% 4
Filename: MADWG\15907\Streets\St-1.dwg
BASIS OF BEARINGS
BEARINGS ARE BASED ON THE SOUTH LINE OF
THE SW 1/4 OF SEC. 36, T1 N, R6W, SBB & M
BEING N89'58'211W AS SHOWN ON TR. 16085-1
RECORDED MAP BOOK 282, PGS 16-20, RECORDS
OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
YOUNG HOMES
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. LEG.
10370 Trademark Street
nTOWER
343 N/O HIGHLAND AVENUE, 0.2 MI. W/0
Rancho Cucamonga, CA 91730
SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
(909) 291-7600
OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
HIGHLAND AVENUE FROM SIERRA AVENUE
ELEVATION: 1428.6090
5' PUE & I
S/W ESMT j
1
i
R/W
: 7•
5
2%
r
5' ,"� --- -�- --- -_,- ! LEGEND: 1
- 0 INDICATES PROPOSED A.C. PAVEMENT
TYPICAL SECTION % /, INDICATES REMOVE EXISTING A.G. PAVEMENT C
LOCAL STREE L R/W
ALMERIA AVENUEINDICATES OVERLAY EXISTING A.C.PAVEMENT
N.T.S.
T.I.-5.5 LOC INDICATES LENGTH ON CURB
IZ
50'
18'
25'
0
2 0
----2_ _LEVEL ---r LINE----�---
TYPICAL SECTION
LOCAL STREET -50' R/W
MIMOSA COURT
N.T.S.
T1-5.5
- - - INDICATES CENTERLINE
- - - INDICATES RIGHT-OF-WAY LINE
- - - - INDICATES EXISTING IMPROVEMENTS r`
--(1300 -- INDICATES EXISTING CONTOUR LINE 96uaw t7[ -ww wo-
° STREET LIGHTS
�-- DIRECTION OF FLOW
XX DETAIL NO. INDICATES LOCATION OF CATCH BASIN DETAIL
XX SHEET NO.
f EXISTING POWER POLES
R/W
7' I
5' 3'
4'
Prepared By: - CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING Y, ESS
�'� STREET IMPROVEMENT PLANS
�vZ� S NqM q<
Civil Engineering - Land Surveying - Land plannlLng �� `r� z Drawn By: Scale:
8253 Sierra Avenue w No. 43976 m V AE TR CT N . 16 AS NOTED
Fontana, California 92335 (Y- Exp. 6/30/05 Date:
l r909i 356-1815 Fax `909) 3 -1795 * * Designed By: T E E
AE JUNE, 2004
f� p X19 c1vi�_
David S. Hammer, H.C.E. 43976 Dat CAL iE Checked By: Approved."7 7- Q Dwg. No. j
(expires 6/30/2005) MI r CITY ENGINEER R.C.E. 51152 DATE 92% 4
Filename: MADWG\15907\Streets\St-1.dwg