HomeMy WebLinkAbout3399-1GENERAL NOTES
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 TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT 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.
4.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
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.
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 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 SAFE7Y OF THE STATE OF CALIFORNIA,
TRENCHES LESS THAN FIVE (5) FEET SHA L 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 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.
12. 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.
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 ENG/NEER.
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 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 REWORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
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-ERODEABLE SWALES ENTERING OR LEAVING 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 STERIL4NT 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
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.
36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
•
CITY OFFONTANA
OFF-SITE
STREET IMPROVEMENT PLANS
TRACT NO 16427
SUMMIT AVENUE
FONTANA HIGH SHOOL NO. 4
INDEX MAP
NOT TO SCALE
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN: CARLOS NAVARRO
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
S0. CALIFORNIA GAS COMPANY
ATTN: GREG GASPAR
16231 VALLEY BLVD.
FONTANA, CA. 92335
(909) 428-8411
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92335
(909) 820-5598 - UNDERGROUND
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) 357-6233 - DISTRIBUTION
(800) 422-4133
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
(909) 463-9580
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.
O.C.
ASPHALTIC CONCRETE
BEGIN CURVE
BEG. VERTICAL CURVE
BACK SIDEWALK
CATCH BASIN
CENTERLINE
END CURVE
EDGE PAVEMENT
EDGE GRADE
END VERTICAL CURVE
FLOW LINE
FINISH SURFACE
GRADE BREAK
HIGH POINT
INVERT
ON CENTER
PACIFIC BELL CO.
ATTN: VIRGINIA BECKER
3939 E.CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5467
COMCAST (CABLE TV)
ATTN: JACK HAYES
1205 DUPONT AVENUE
ONTARIO, CA. 91761
(909) 390-4738
GENERAL TELEPHONE COMPANY
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
(800) 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201
FAX: (909) 823-5046
P.C.C. PORTLAND CEMENT CONCRETE
(R) RIDGE LINE
R/W RIGHT OF WAY
TAN. TANGENT
T.C. TOP OF CURB
W WIDTH
✓ VERTICAL DEPTH
(590.77) INDICATES EXISTING ELEVATION
590.77
Y Y
//1
INDICATES PROPOSED ELEVATION
INDICATES SLOPE 2:1
AC PAVEMENT
REMOVAL
GRIND
EDGE OF PAVEMENT
CONSTRUCTION NOTES QUANTITIES
CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003.
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
CONSTRUCT AC OVERLAY (0.10" MIN.)
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, CASE A
CASE B, PER PLAN.
CONSTRUCT CURB OPEN/NG CATCH BASIN PER A.P. W.A. STD. PLAN
OR
242,800 SF
8,040 LF
380 LF
12 EA.
43,600 SF
7,000 SF
9 EA.
9 EA.
300-2, "W" PER PLAN.
CONSTRUCT 2" AC PAVEMENT (MIN.) OVER 2" CL lI C.A.B. 900 SF
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 30 MH/21 GV
STD. NOS. 109 & 130.
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #10).
EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS.
SAW CUT EXISTING A.C. PAVEMENT
REMOVE EXISTING A.C. PAVEMENT.
REMOVE/RELOCATE EXISTING FENCE.
EXIST. POWER POLES TO BE RELOCATED BY OTHERS.
GRIND EXISTING A.C. PAVEMENT, 0.10' DEEP & OVERLAY.
CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 118.
REMOVE EXISTING CURB.
RELOCATE EXISTING WATER METER.
EMOTE EXISTING DECORATIVE STONE SIDEWALK.
2�3 RELOCATE EXISTING FIRE HYDRANT.
RELOCATE EXISTING WROUGHT IRON FENCE & PILASTER WITH ELECTRIC LIGHTS.
RELOCATE EXISTING FENCE POLES.
REMOVE & RECONSTRUCT EXIST. PLANTER.
REMOVE EXIST TREES
REMOVE & RECONSTRUCT PCC S/W TO H.C. ACCESS STD.
RELOCATE EXIST. ROSE BUSH.
REMOVE LAWN AND/OR MISC. LANDSCAPING, RECONSTRUCT ANY IRRIGATION.
0_ CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. PLAN 103.
INSTALL 4" PVC SLEEVES SCH. 40.
INSTALL 6" PVC SLEEVES SCH. 40.
CONSTRUCT 8» A.C. DIKE PER CITY STD. 136
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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 RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAW/NGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFE7Y 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 VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL PRIVATE PROPERTY AND IS
RESPONSIBLE TO REPLACE ANY DAMAGED PROPERTY AT HIS OWN EXPENSE.
9 EA.
21 EA.
7 EA.
1,240 LF
80,500 SF
310 LF
X EA.
7,000 SF
270 LF
85 LF
2 EA.
1,500 SF
1 EA.
85 LF
2 EA.
60 SF
8EA.
75 SF
5 EA.
1 LS
215 SF
858 LF
362 LF
496 LF
RECORD DRAWING
ThESE RECORD D '► , G S HAVE BEEN PREPARED, IN
PART, ON THE BAS OF INFORMATION COU :LED AND
FURNISHED f3Y OTHERS. TFiE E1 i ;:NEER WILL NOT BE
RESPON& Fon ANY ERRORS OR 06.11tS .`ONS WHICH
HAVE E.EN NCO FOr,►TED INTO THE DOCUMENTS AS
A RESULT THEREOF
WEST
R/W
SIERRA
68'
16427
LAKES PKWY.
CITRUS AVE.
VICINITY MAP
NOT TO SCALE
Li
SUMMIT AVE.
EAST
R/W
12'
36' EXISTING
NEW IMPROVEMENTS
SIERRA AVE.
10'
22'
C/L
22'
12'
EXISTING
SIDEWALK
5'
2%
6.5'
5'-10
RECONSTRUCT PVM'T
12'-17'
EXISTING
CURB/GUTTER
GRIND 0.10' DEEP
& OVERLAY
EXIST. PVM'T
NORTH
R/W
10' MIN.
2.
LEVEL
0.12'
LINE
2%
L YTL E CREEK ROAD
6.
5'
LANDSCAPE
LETTERED LOT
TYPICAL SECTION
T.1. = 6.5
STA 188+72.41 TO STA. 198+95.64
NTS
68'
2%MIN.
~J ��
R/W
PROPOSED
CURB/GUTTER
0.5' MA,
2_
(FUTURE)
SOUTH
R/W
* LANDSCAPE
LETTERED LOT
VARIES
12'
36' LIMITS OF IMPROVEMENTS
FUT. IMPS. BY OTHERS
22'
C/L
7'-13'
VAR.
MAXI
CONCRETE
SIDEWALK
5'
VARIES
2%
ti
4'-10
2.
LEVEL
22'
25' OR
30'
14'
5' OR
0.12'
5:1 MAX.
LINE 2%
SPL; R -
12'
E.5' 5'
2.
PROPOSED
SIDEWALK
0.5'
MAX
2
CONCRETE
CURB/GUTTER
* AS SHOWN ON PLAN
WEST
R/W
10'
REMOVE EXIST. AC
CURTIS AVENUE
TYPICAL SECTION
T.1. = 6.5
STA 21+33.71 TO STA. 47+66.66
NTS
68'
C FUTU
GE
FUTURE
EXIST. SIDEWALK
GROUND
6'OR
PLAN PER
VARIES 2Z MIN.
2:1 MAX.
EAST
R/W
* LANDSCAPE
LETTERED LOT
VARIES
12'
22'
C/L
22'
12'
VAR.
MAX 2.1
CONCRETE
SIDEWALK
5'
2%
VARIES_
4'-10'
2%
LEVEL
0.12'
LINE 2
VARIES
4 -
CONCRETE
CURB/GUTTER
WEST
R/W
0.5'
MAX 2.1
CONCRETE
SIDEWALK
12'
KNOX A VENUE
TYPICAL SECTION
T.I.=6.5
STA 26+41.00 TO STA.37+21.9
NTS
22'
C/L
22'
10'
LANDSCAPE
LETTERED LOT
VARIES
2%
7'-13'
2:1 MAX
tee'%
CONCRETE
SIDEWALK
CONCRETE
CURB/GUTTER
12'
EAST
R/W
10'
5'
6.
2Z
•
2.
LEVEL
0.12'
LINE 2%
VARIES
4'-10'
LANDSCAPE
LETTERED LOT
VARIES
7'-13'
2:1 MAX
ti
CONCRETE
CURB/GUTTER
BENCH MARK: # 8_17
CAL TRANS BENCHMARK 118-1Z A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND 0.2 MI WEST
OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVATION: # 1428.609
BASIS OF BEAR/NGS:
THE BASIS OF BEARINGS FOR THIS MAP
SHOWN AS 00'12 5cE ON RECORD
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
KNOX A VENUE
TYPICAL SECTION
T. I. = 6.5
STA 37+21.9 TO STA. 52+13.69
NTS
CONCRETE
CURB/GUTTER
CONCRETE
SIDEWALK
12,3
EIRT
AMANVVVWVVVVVVVVAM
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
RECORD DWG.
SHOULD CONSTRUCTION OF THE 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.
qd1-16 q'394.ir
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
MA
DESIGNED BY:
EF
CHECKED B
erl GB
TRACT NO. 16427
TITLE SHEET
APPROVED BY: tti47
LA-I-0VTh
CITY ENGINEER R.C.E. 51152
io/i7/o 3
DATE
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
3399
J:\126-1662\streets\ST01.dwa. 10/16/2003 09:52:31 AM. EF.EF