HomeMy WebLinkAbout3372-1GENERAL 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 A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAN 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. CONSTRUCITON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,
ENGINEERING DVISION PRIOR TO THE START OF ANY WORK. INSPECITON 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 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 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
AUTORIZAITON. THE 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 BENCHMARKS WITHOUT
PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND
BENCHMARKS, 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 CONTACTOR 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 WRITTE 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.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FORM 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 LOCATON 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. ACUTAL 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 CONTOL DEVICES TO THE SATISFACITON OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCITON TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENGINEER.
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NOT TO SCALE
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8353 SIERRA AVE
;moi _ FONTANA, CA. 92335
(909) 350-6632
W L 0-f J 0 SO. CALIF. GAS COMPANY
13 Q r r1 ���� r�1\10r\ VINE- Y,/\r�DS 1 81 W. UGON A AVENUE
� (JNAE-3 1 JP,/\ G F 0) REDLANDS, CA. 92374
(909) 335-7547
EMERGENCIES: (800) 427-2200
J S0. CALIF. EDISON COMPANY
TRACT BOUNDARY -/7 O � 0 300 N. PEPPER AVENUE
r RIALTO, CA. 92376
1 `J �� 3 909 820-5598 - UNDERGROUND
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PACIFIC BELL CO.
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A
11J�, J - i� f NAHEIM, CA. 92807
2
714 666 5467
R/W
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SCALE:1 "=100'
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UNDEGROUND SERVICE ALERT
(800) 227-2600
COMCAST CABLE N )
ATTN: JACK HAYES
1205 DUPONT AVE.
ONTARIO, CA. 91761
(909) 390-4738
GENERAL TELEPHONE COMPANY
ATTN: IVAN ROBIDOUX
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
(760) 245-0846
5' 1' FONTANA WATER COMPANY
SAWCUT AND REMOVE ATTN: MICHAEL J. MCGRAW
(MIN.) (MIN.) EXIST. PAVEMENT 8440 NUEVO AVE.
GRIND 0.10' MIN. FONTANA, CA. 91766
EXIST. PAVEMENT AND REMOVE EXISTING REDWOOD 909 822-2201
OVERLAY 0.10' MIN. HEADER WHERE APPLICABLE ( )
FAX: (909) 823-5046
(VARIES FROM VARIES FROM
3.2% TO 6.1 %) 06% TO 3.8%)
TYPICAL STREET SECTION
SULTANA AVENUE (89*CF).
NOT TO SCALE
STA. 33+09.03 TO STA. 35+55.96
T.I.=5.5
EA
ITEM
LEGEND
TC -
TOP OF CURB ELEVATION
FL -
FLOW LINE ELEVATION
FS -
FINISHED SURFACE ELEVATION
OT -
ON TANGENT
OC -
ON CURVE
BVC -
BEGIN VERTICAL CURVE
EVC -
END VERTICAL CURVE
BCR -
BEGIN CURB RETURN
ECR -
END CURB RETURN
BC -
BEGIN CURVE
EC -
END CURVE
r -
DIRECTION OF FLOW
-
CONSTRUCTION BUBBLE
-
CURVE DATA
C&G -
CURB AND GUTTER
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STREET LIGHT
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A.C. PAYMENT REMOVAL
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1 2 W ~ ATTN: CARLOS NAVARRO
8353 SIERRA AVE
;moi _ FONTANA, CA. 92335
(909) 350-6632
W L 0-f J 0 SO. CALIF. GAS COMPANY
13 Q r r1 ���� r�1\10r\ VINE- Y,/\r�DS 1 81 W. UGON A AVENUE
� (JNAE-3 1 JP,/\ G F 0) REDLANDS, CA. 92374
(909) 335-7547
EMERGENCIES: (800) 427-2200
J S0. CALIF. EDISON COMPANY
TRACT BOUNDARY -/7 O � 0 300 N. PEPPER AVENUE
r RIALTO, CA. 92376
1 `J �� 3 909 820-5598 - UNDERGROUND
VA CAN1 r =� J \ 909 875-5100 - TRANSMISSION
j � 213 637-1233 -PIPELINES
_ _ 1909 357-6223 -DISTRIBUTION
��-� rr�r� r r J � J E34-1
PACIFIC BELL CO.
1 -RA C-
r -1-50 E34 2 c 4,% cE-3J j 1 ATTN: VIRGINIA BECKER
\ r� il, B i� 3939 E. CORONADO STREET
A
11J�, J - i� f NAHEIM, CA. 92807
2
714 666 5467
R/W
5'
P.U.E.
5' 2' 2' I
I
1
2% 2
W'LY
NDE X MAP
i
EXIST. GROUND
2:1 TO
DATLIGHT
SCALE:1 "=100'
EXISTING PAVEMENT
UNDEGROUND SERVICE ALERT
(800) 227-2600
COMCAST CABLE N )
ATTN: JACK HAYES
1205 DUPONT AVE.
ONTARIO, CA. 91761
(909) 390-4738
GENERAL TELEPHONE COMPANY
ATTN: IVAN ROBIDOUX
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
(760) 245-0846
5' 1' FONTANA WATER COMPANY
SAWCUT AND REMOVE ATTN: MICHAEL J. MCGRAW
(MIN.) (MIN.) EXIST. PAVEMENT 8440 NUEVO AVE.
GRIND 0.10' MIN. FONTANA, CA. 91766
EXIST. PAVEMENT AND REMOVE EXISTING REDWOOD 909 822-2201
OVERLAY 0.10' MIN. HEADER WHERE APPLICABLE ( )
FAX: (909) 823-5046
(VARIES FROM VARIES FROM
3.2% TO 6.1 %) 06% TO 3.8%)
TYPICAL STREET SECTION
SULTANA AVENUE (89*CF).
NOT TO SCALE
STA. 33+09.03 TO STA. 35+55.96
T.I.=5.5
EA
ITEM
DESCRIPTION
QUANTITY
lU
CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003
1,134 L.F.
2
O
CONSTRUCT CROSS -GUTTER PER STD. PLAN NO. 105 (MODIFIED W=8')
- 730 S.F.
�3
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
2 EA.
O
CONSTRUCT SIDEWALK PER STD. PLAN NO 1015
4,031 S.F.
OCONSTRUCT
4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL
29,008 S.F.
(REFER TO GENERAL NOTE #30 HEREON)
OSAWCUT
AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT
260 L.F.
AS SHOWN PER DETAIL HEREON
O
REMOVE EXISTING A.C. PAVEMENT
6,365 S.F.
O
CONSTRUCT 8" CURB & GUTTER PER STD. PLAN NO. 1003
379 L.F.
O
INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139
1 EA.
10
CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003)
79 L.F.
11
CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL
948 S.F.
REFER TO GENERAL NOTE #30 HEREON
12
INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139)
1 EA.
13
INSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER STD. PLAN NO 1016.
3 EA.
14
CONSTRUCT DRIVEWAY PER STD. DETAIL NO. 102
3,105 S.F.
15
GRIND EXISTING PAVEMENT 0.10'(MIN.) AND OVERLAY WITH A.C. PAVEMENT
920 S.F.
16
INSTALL 9500 LUMEN H.P.S.V. #10, 25' HIGH STREET LIGHT PER STD. PLAN NO. 1016
1 EA.
�c QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND
SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN
QUANTITIES AND BID A COMPLETE JOB.
QUANTITIES FOR THIS ITEM ASSUMES ALL DRIVEWAY WIDTHS TO BE 16' WIDE.
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 AND TO THE BEST OF
OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN.
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT
THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES
OR STRUCTURES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY,
AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR
FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO
CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND
RESOLVED.
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
BASELINE AVENUE
PROJECT
SITE
< ¢ MILLER ¢ AVENUE
MJ�N vFOOTHILL BOULEVARD
VICINITY MAPNOT TO SCALE
THOMAS BROS. 2001 EDITION
PAGE 574, GRID E-7
yc�
E'LY
R/5' EXISTING IMPROVEMENTS
P. U. E. RAW52' 2'68 R/W34' 34' VR,fESS/pM2' 5.5' 6.5' 22' 18' 5' �t� � A1 4' 18'MAy , �� _ - -t ) - co G 25917 Z m
TYPICAL STREET SECTION
ORLANDO DRIVE($ CF)NOT TO SCALE
FROM STA. 19+83.94 TO STA. 22+43.49
T.I.=6.5
Lu Cr t EXPIRES
12/31/09
IVrIV
OF CBASIS OF BEARINGS:CENTERLINE OF LIME AVENUE
=N00'03'54"E PER TRACT
12981-2, M.B. 171/23-24
OWNER / DEVELOPER: BENCHMARK: SEAL -ENGINEER CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA
CfIY B.M. N0. 361 ELEV. 1365.00 �T�eT SHOULD COINSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �Q oOFASSSq�11651 STERLING AVENUE, SUITE E
E1v EST COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL e P� �, c� RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE:NAIL IN POLE #1536697E SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �? 909 785-5122 FAX 909 785-5180STREET IMPROVEMENT PLANS " ,
PROPERTIES S.W. CORNER SULTANA & BASELINE W m ( ) ( ) SE 1 =100THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 25917 TRACT 1630
Exp. 12/31 /05 :DESIGNED BY: DATE:
369 SAN MIGUEL DRIVE, SUITE 375-A BRING TIHEM INTO CONFORMANCE WITH CONDITIONS AND � PREPARED BY: R.C.E. N0. 25917 SE TITLE HET NOV., 2002
NEWP(949)0RT 64086420 C* 9FAX (949) 640-6484 MARK Rn $W E �VECoQ� PV-RWiNC �� A R. CoA E STANDARDS IN EFFECT. gpF CA`\�o��s EXP. 12 31 05 CHECKEDB APPRO Y: DWG. N0. SHEET
REVISIONS DATE: �o-¢-O? Rf' JJLENGINEER CITY RICHARD A. SCIANNI f 'TY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3372 OF 3
VICINITY MAPNOT TO SCALE
THOMAS BROS. 2001 EDITION
PAGE 574, GRID E-7
yc�
E'LY
R/5' EXISTING IMPROVEMENTS
P. U. E. RAW52' 2'68 R/W34' 34' VR,fESS/pM2' 5.5' 6.5' 22' 18' 5' �t� � A1 4' 18'MAy , �� _ - -t ) - co G 25917 Z m
TYPICAL STREET SECTION
ORLANDO DRIVE($ CF)NOT TO SCALE
FROM STA. 19+83.94 TO STA. 22+43.49
T.I.=6.5
Lu Cr t EXPIRES
12/31/09
IVrIV
OF CBASIS OF BEARINGS:CENTERLINE OF LIME AVENUE
=N00'03'54"E PER TRACT
12981-2, M.B. 171/23-24
OWNER / DEVELOPER: BENCHMARK: SEAL -ENGINEER CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA
CfIY B.M. N0. 361 ELEV. 1365.00 �T�eT SHOULD COINSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �Q oOFASSSq�11651 STERLING AVENUE, SUITE E
E1v EST COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL e P� �, c� RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE:NAIL IN POLE #1536697E SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �? 909 785-5122 FAX 909 785-5180STREET IMPROVEMENT PLANS " ,
PROPERTIES S.W. CORNER SULTANA & BASELINE W m ( ) ( ) SE 1 =100THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 25917 TRACT 1630
Exp. 12/31 /05 :DESIGNED BY: DATE:
369 SAN MIGUEL DRIVE, SUITE 375-A BRING TIHEM INTO CONFORMANCE WITH CONDITIONS AND � PREPARED BY: R.C.E. N0. 25917 SE TITLE HET NOV., 2002
NEWP(949)0RT 64086420 C* 9FAX (949) 640-6484 MARK Rn $W E �VECoQ� PV-RWiNC �� A R. CoA E STANDARDS IN EFFECT. gpF CA`\�o��s EXP. 12 31 05 CHECKEDB APPRO Y: DWG. N0. SHEET
REVISIONS DATE: �o-¢-O? Rf' JJLENGINEER CITY RICHARD A. SCIANNI f 'TY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3372 OF 3