HomeMy WebLinkAbout3754-1CITY OF FONTANAI RIS 3J/-,587-60
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
GREEN BOOK').80' WIDE M.WD.. EASEMENT
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("STREET IMPROVEMENT PLANS
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 32 31 30 29 28 27 26 25 24 23 22 B 21 20 19 18 17 16 15 14 13 12 11 10
BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY
TRACT 16872 & TRACT 16872ml 33
REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION.
3, ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. Cl T Y OF FON TA NA U TIL IT Y NO TIFICA TION L IS T VVE
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT 34
DEPARTMENTCITY OF FONTANA ADELPHIA (CABLE TV), ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE ATTN,- BRAIN WREN ATTN. JACK HAYES 100V
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY 8353 SIERRA AVENUE 1205 DUPONT AVENUE 47 48 49 50 8
WITHIN THE CITY LIMITS. CALL (909) 350-7610. FONTANA, CA 92335
TEL: (909) 350-66,32 ONTARIO, CA. 91761
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED TEL: (909) 390-4738 37 38 39 40 41 42 43 44 45 46
IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE SO. CALIFORNIA GAS COMPANY Q) C4
L -C) TRA T 8721 21:W1
DIRECTED BY THE CITY TRAFFIC ENGINEER. ATTN. GREG CASPAR VERIZON 57 56 55 54 53 61 60 59 50 57 52 7
162,31 VALLEY BLVD. 0
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER FONTANA, CA. 92J,35 ATTN: STEVE HOCK 58
TRAFFIC CONTROL DEVICES AT ALL TIMES. TEL: (909) 428-8411 1400 E. PHILLIPS BLVD. 56 6
EMERGENCIES: (800) 427-2200 POMONA, CA. 91766
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET TEL: (909) 469-6327 SYRACUSE LANE
. .....
OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFET'Y. SO. CALIFORNIA EDISON COMPANY6j i 59 55
7951 REDWOOD AVE.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY FONTANA, CA. 92335 FONTANA WATER COMPANY t 54
rr
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE (909) 820-5598 - UNDERGROUND MICHAEL J. McGRAW
ATTN.
60 A
(909) 875-5100 - TRANSMISSIONS 50 51 62 63
DIVISION or INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL (213) 6J7-12JJ - PIPELINES 8440 NUEVO AVENUE 4 1 D 61
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. FONTANA, CA 92J,35 i �l
J%
-6233 - DISTRIBUTION L4
(909) J57 TEL: (909) 822-2201 ac 1
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PARK
A
PERMIT FOR THAT PURPOSE. CRAWFORD CANYON MUTUAL WATER Co. FAX: (909) 823-5046 0� 72-1
I - - 4
ATTN: BASIL J. FABRIZIO 921 1
4:�z -----4 4 ! I -
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL TEL: (909) 463-9580 72 1 49 46 47 46
BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION WEST VALLEY WATER DISTRICT
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE WEST SAN BERNARDINO WATER 0ATTN: LON TSAI
1'nAlT0 SHALL I OTACT UNDERGROUND SERVICE' AIC -OT AT I-PlIn ')",17 9 -'till TWO WORKING' DAYS'BEFORE"A1n.P1,Pn1 lAin SERVICEA ALERT 26
855 W. BASELINE ROAD �k. � �l 1 11
EXCAVATION. (800) 422-4133 4
RIALTO, CA 92377 2
A-
11, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED SBC TEL: (909) 875-1804 Y LANE 27
TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, ATTN: JAMES ZIELINSKI FAX: (909) 875-1361
4-
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
1265 N. VAN BUREN STREET -
GIVEN TWO WORKING DAYS NOTICE PRIOR � p
TO WORK AROUND THEIR FACILITIES. SUITE 180 41 25
I
M
ANAHEIM, CA 92807 1 1 28
ro
12, THE CONTRACTOR SHALL NOT OPERATE ANY FIRE H)DRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE TEL: (714) 666-5415 zt) 6 42 43 44 45
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 40
OPERATION AND WATER REQUIREMENTS. 111 32 29
24C3
13. CURVE DATA REFERS TO THE FACE OF CURB. PRIVATE ENGINEERPS NOTICE TO CONTRACTORS 7 39 33
30
E 23
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 8 Lj 38
LA 22
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, c�
15, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 34
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE I
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 9 37 c9
I / 21
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION, PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE Irl, N
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 20
WITHOUT 0011)0 Al,)T1C-1,-AT11")" TO THE/11TV CAUIIAICUO SIBIL17-Y FOR THE UTILITY PIPES - CONDUITS OR STRUCTURES SHOWN OR NOT 10 36 35 1
VIC INI 7"Y MA P
NOT TO SCALE
SHOWN ON THESE DRAWINGS. 19
IZ REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES C.,
'4w \x NOTE:
AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
11 INDICATES SHEET NUMBER
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 18 Lqj
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS 'A'K ,
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT,
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 17
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
18, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 13 14 15 16
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
EMERGENCY VEHICLES.
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE S
ANS OF DUST CONTROL, INCLUDING ADEQUATE ENGINEER. -60
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE ME RIS 3 Y15 Jr
WATERING, AT ALL TIMES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT INDEX MAP
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
HOUR. SCALE: 1 150'
21. THE CNTRACTOR SALL NOT AUSE ANY ECAVATED MTERAL, MUD, SILT OR DEBRIS TO HE DEPOSITED ONTO
PUBLICOOR PRIVATEHPROPERTYCADJACENT TOXTHE RIGHTAI
OF WAY DURING CONSTRUCTION WITHOUT PRIOR QUANTITIES' R W R W R/W R/W
WRITTEN APPROVAL. CONSTRUCTION NOTES TRNO 16872 TR. NO 16872-1 74'-84' 56160'
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12- COMPACTED J5'-42' CL 35'-42' lo, 18120' CL 18120' lo,
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED NATIVE MATERIAL. (SEE GENERAL NOTES JI & J2). 111,497 5,F. 118,780 S.F.
2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 1003 5,712 L.F.5,780 L.F.DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY Is @_ A' 4' 0.5,
OBTAINED. (-JT)- CONSTRUCT 8- CF TO 6- CF TRANSITION P.C.C. CURB PER CITY SID. PLAN NO. 1003, 9 1-16 15'-20' 14'-16' VA IES 16'-26' 15'-20' 0.5 AC PVMNr 1-1 -
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. LEGEND
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
A. C.
4
(D----
CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO, 104. (MODIFIED
1,696 SF
1,044 S.F.
B. C.
BEGIN CURVE
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
(5)-
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY SID. PLAN NO. 1006.10
EA.
12 EA.
RIGHT OF WA Y
VARIES VARIES
B. W
BACK SIDEWALK
SWALES ENTERING OR LEAVING IMPROVEMENTS.
6
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY SID PLAN NO. 1015.
18,119 S.F.
18,620 S.F.
T C.
TOP OF CURB
6
0 P -7y
CEN TERL INE
25.
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
a
CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN NO. 103,
END CURVE
V
VERTICAL DEPTH
E. P.
EDGE PA VEMEN T
12 "
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
EDGE GRADE
" W" PER PLAN.
11, 151 S.F
10, 9 74 S. F.
E VC.
2,71
590.69
INDICATES PROPOSED ELEVATION
F. L.
FLOW LINE
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. SID. PLAN 3I3-1 AND DETAIL
F. S.
FINISH SURFACE
26,
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
G. B.
ON SHEET 10.
2 EA.
7 E4.
H. P.
CONCRETE.
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
INV.
CONC.
REMOVAL
SID, NOS, 109 & IJO.
STD,
MH 10 WV 11 EA.
MH 10 / WV 11 EA,
SIDEWALK
27
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
EDGE OF PA VEMEN T
CONC, CURB
LATERAL
10
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
7 EA.
10 EA.
& GUTTER
11
INSTALL STREET LIGHT, KING LUMINAIRE // Kl 18E-E,4R- I 1- 100 (MOG)-HPS- 120-
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
27 E4.
32 EA,
AND APPROVED.
@_
CONSTRUCT STAMPED ENHANCED AC 'ASHLANSLATE" COLOR. 'SLATE" AND
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
STAMPED AC BRICK BAND COLOR" TERRA COTTA"
2242 S.F.
2991 S.F.
13
CONSTRUCT 6" PCC CURB ONLY PER CITY SID. NO. lOOJ.
170 L. F
436 L.F.
JO.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
14
SAWCUT AND REMOVE EXIST. A.C. BERM & 2' WIDE A.C. AND 101N
0 L. F.
126 L.F.
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
CONSTRUCT SIDEWALK DRAIN PER CITY SID. NO. 124-A
2 EA,
0 EA.
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
16
INSTALL TEMPORARY BARRICADE.
40 L. F.
0 L. F.
32,
ACTUAL THICKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
17
CONSTRUCT MODIFIED LOCAL DEPRESSION PER A.P. SID, PLAN 313-1 AND DETAIL
49'
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
ON PLAN.
APPROVAL UPON COMPLETION OF ROUGH GRADING.
0 EA.
1 EA.
33
ALL MANHOLES CLEANOUT r-PAAff-C r1')l1rPQ AND VALVE PflVrQ SHALL BE ipmQrn TO r-lmcqrn rp,6nr- BY THE
15'-27'
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. LEGEND
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
A. C.
ASPHAL TIC CONCRETE
P. C. C.
PORTLAND CEMENT CONCRETE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
B. C.
BEGIN CURVE
(R)
RIDGE LINE
B. V. C.
BEG. VERTICAL CURVE
R/W
RIGHT OF WA Y
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
B. W
BACK SIDEWALK
TAN.
TANGENT
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
C.B.
CATCH BASIN
T C.
TOP OF CURB
C.L.
CEN TERL INE
W
WIDTH
C k a u2 EXP. 9-20-05
E. C.
END CURVE
V
VERTICAL DEPTH
E. P.
EDGE PA VEMEN T
E. G.
EDGE GRADE
(590,69)
INDICATES EXISTING ELEVATION
E VC.
END VERTICAL CURVE
590.69
INDICATES PROPOSED ELEVATION
F. L.
FLOW LINE
F. S.
FINISH SURFACE
INDICATES SLOPE 2:1
G. B.
GRADE BREAK
H. P.
HIGH POIN T
AC PA VEMEN T
INV.
IN VER T
REMOVAL
0. C.
ON CURVE
L J
GRIND
EDGE OF PA VEMEN T
VARIES VARIES
_T4 OP -7#
12"
27 -1
CONC, J
SIDEWALK CONC. CURB
& GUTTER -
-270
CONC. CONC.
CURB CURB
ENTRY STREET
TOSCANA LANE
STA. 10+00 TO STA. 10+97
(PRI VA TE 5 TREE T)
T L = 5.5
N TS
92'
CL
-I-
16'-20'
VARIES VARIES
0'-7' '-6
�12" 2'
12" 1_ PAD
27. 11.1 0 1 J.- 1 MAX.
SLOPE
CONC.
CONC. CURB SIDEWALK
& GUTTER
16'-24'
6'-10' 4'-6' CONC.
CURB
27. _2%
17
,J CONC.
CURB
im
43'
15'-21 '
VARIES VARIES
0'-7' 4'-6
12 PAD
12" - I -
2Z
3:1 MAX.
SLOPE
CONC.
CONC. CURB SIDEWALK
& GUTTER
2X
2% 27.
J
CONC.
SIDEWALK.7: CONC.
qlnr-w-4 k,
WEST
R/W
10, 12'
FUTURE
LANDSCAPE
LOT
0.5, 6' 5.5,
27.
FUTURE
SIDEWALK
EAST
R/W
m
34 CL 34' 12' 10,
LOT
&
5.5, 6 0.5'
FUTURE CONC. PROP. AC
CURB/GUTTER PAVEMENT
27. -27. PROP.
CONC.
SIDEWALK
PROP. CONC.
CURB/GUTTER
LYTLE CREEK ROAD
NTS
(PER SEPARATE PLANS) Q,
BENCH MARK: 18-17
BASIS OF BEARINGS -
PREPARED IN THE OFFICE OF
PRIVATE STREET IMPROVEMENT PLANS
MADOLE AND ASSOCIATES, INC.
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N08959'31*E
DRA WN B Y -
LJJ hVIVA
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
ONTARIO, CA 91761
PHONE (909) 937-9151
T NOSN/ 2 & 16872-1
T W7
343' NORTH OF HIGHLAND, 0.2 M/ WEST
AS SHOWN ON TR NO.
DA
OF SAN SEVAINE RD., 2.65 Ml WEST
16427-1, U. B. 29617-11.
SEPT 2004
OF SIERRA A VE
CD
CHEKEBY
_A
ELEVA 770N. 1 1428.609
1
C k a u2 EXP. 9-20-05
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
PRIVATE STREET IMPROVEMENT PLANS
MADOLE AND ASSOCIATES, INC.
760-A S. ROCHESTER AVENUE
DRA WN B Y -
LJJ hVIVA
T1 TL E SHEE T
SCALE.
AS SHOWN
ONTARIO, CA 91761
PHONE (909) 937-9151
T NOSN/ 2 & 16872-1
T W7
DESIGNED BY -
DA
1p
SEPT 2004
10 , 0
CD
CHEKEBY
_A
DRAWNG NO.'
3754
C k a u2 EXP. 9-20-05
JA126-2004\5treets\st0l.dwa. 5/19/2005 12:19:06 PM. Geriv, Geriv