HomeMy WebLinkAbout3543-11. ALL WORK SHALL BE IN ACCORDANCE WITH T14ESE 'PLANS, THE SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
CITY OF FONTANA sIANvARD PLANS, THE comWa PROVISIONS COMFORM TO THE CITY OF FONTANA STANDARD DETAJLS. � A M -P
AND THE STANDARD SPECIFICA17ONS FOR PUBLIC WORKS F ACCESS RD
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
SPECIFICATIONS I A I A I k it rr A IL 11:Wr- In 11to
CON57RUCTION ("GREEN BWKj. ALL REFERENCE --Vv/,Vu 14V 1 rx V I L 11 V y 'O�F Or\ TANA,
A
AND STANDARDS SHALL BE T14E LATEST EDITION UNLESS OTHERWISE COLOR ANDTINISH TO MATC14 EXISTING CONCRETE. C1
NOTED. 27. THE SEWER CONTRACTOR SUNI ST,4#,P:M t' IN ME FACE OF
THE CURR AT THE LOCATION OF THE SEWER LATERAL
wrmwA cr
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 28. NO CONCRETE SHALL BE PLACED UN71L THE FORMS AND REINFORCING IKACT NO. 16568
MUM
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
STEEL HAVE BEN PLACED, INSPECTED AND APPROVED
PRECEDENCE PROVISIONS IN THE "GREEN BONm, THE CONTRACTOR 0 A
Elf A
FOR RESOLUTION. Ul V EM N F(W)
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER NSTALLED, TESTED AND 22 23
29. ALL UNDERGROUND UTILITIES SHALL BE 1,
APPROVED PRIOR TO PAYING OF STREETS. 1 2 3 4 5 STREET IMPR E T ru-INS
ADDEW111M OfUl CTM11 AUr tC DCAI 110M I IMMO At i NrW AIZIUMAI T 24
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
PAVaIENT PRIOR TIO PLACEMENT.
CITY ENGINEER. APj\1,
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ME MINIMUM AND SUELIECT
6
4. CONSTRUC71ON PERMITS SHALL BE OBTAINED FROM THE CITY OF TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DOMINO 2�2.3 --Jzel 1-0 7
FOWMA COMMUNITY DEVELOPMENT DEPARTMENT, MINEERING BY SOILS TESTS TAKEN AMR COMPLETION OF ROUGH GRADING. THEN - - - -jr
DIVISION PRIOR TO THE START OF ANY WORK. 32. ACTUAL TH!CKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE MATEPIAL 25
INSPECTION COORDINATION SHALL 13E REQUESTED AT LEAST TWO FOR STRUCTURAL STREET SEC71ONS SHALL BE RECOMMENDED BY A 2
WORKINGDAYS PRIOR TO THE START OF ANY WORK IN PUBLIC GEOTECHN!CAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 7
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CONSEUCTION NOTES B17MATE OFQ
26
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 33. ALL MAN"HOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL BE. RAISED TO FINISHED GRADE BY THE PAYING CONTRACTOR 56 S5 54 53 r
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE �OF 8 19 (D--SAVICUT AND REMOVE EXISTING AC PAVEMENT 8;370 S.F. 533 0
GALIFORNL4 MANUAL OF TRAFFIC CONTROLSs LATEST MON-METRIC UPON COMPLETION OF PAVING.
REMOVE EXISTING AC DIKE Am L
EDITION UNLESS 07HERWISE DIRECTED BY THE C17Y TRAFFIC ENGINEER. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 27 APIN,
-STRIPING, BARRICADES, AND 07HER TRAFFIC z SAVICUT AND MOVE EXISTING CURB AND GUM
ALL SIGNING, r __e45.
6. ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN L TING AC PAVEMENT (MIN. 0.1' THICKNESS), AND OVERLAY
CONTROL DEVICES TO THE SATISFACTION OF THE C17Y TRAFFIC ENGINEER 2 28- -141 -1 - 0 2
(4 GRIND EXIS Sy.& -W7
BARRICADES, DELINEATORS OR OTHER TRAMC CONTROL DEVICES AT ALL 71MES C%IM
31 28 -S.F.,y2jY70
W. CONTRACTORL SHALL REIMTE ANDIOR REPLACE LANDSCAPING, CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION SPRNKLERS L AND, SIDEWALKS AFFECTED f M THE CONSTRUCTION 46 47 1
OR TRENCH WORK FOR TRENCHES 5 FEET OR'�GREATER IN DEPTH TO THE !ATISFACTION OF THE CITY ENGINEER. 10 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 -4;M LF.1 11'4
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. `TRUCT` CONCRETE COSS GUTTER PER CITY STD. ING. NO. 104 (MODIFIED 8- WIDTH)
.1 29 CONS -32,5-S.F. I 10 9
36 AS-B&T DRAW NGS SHALL BE PROVIDE D BY TW CONTRACTOR TO 45
so APX 8 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY SM. DWG. NO. 1006, -.6- EA. 3
8. THE mus AND FACES OF ALL ExamnoNs GREATER THAN FIVE (5) THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS 16 -r ,
1 11 1 ADJUST kIANHOLE FRAME & COVER TO GRADE PEI? CITY STD. DWG. NO. 109 -t+ EA. I
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE TO THE CITY ENGINEER. 228-- 9
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS -S.F.to,570
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALFMIA. 30 ir"� 10 CONSTRUCT 4* PCC SIDEWALK PER CITY STD. DWG. NO. 1015
9
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN aff OF EQ,'L9A 49 11 GRADE DIRT SWALE 3
THE POTENTIAL FOR GROUND MOVEMENT EXISTS _N& 44 12 12, PROTECT IN, PLACE 22 Ek
CITY OF FONTANA S.B.C. INC. _14
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF 31 cc
8353 SIERRA AVENUE 3939 E. CORONADO STREET - 13 RELOCATE EXISTING STREET LIGHT WITHIN THE NEW PARKWAY I EA.
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE FONTANk CA 92,335 ANAHEIM, CA 92807 ? 43 29-98- _141-1--L2 INST
14 ALL 5800 LUMEN HPSV STREET UGfff (70 W
13 AnS, 17) ON 25 FT MARBLELITE POLE OR APPROVED EQUAL
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEN DETERMINED FROM (909) 350-6632 (714) 666-5500 EA.7-
PER CITY SID. OVIG. NO. 1016
AVAILABLE INFORMATION. HOWEVER, IT SnAa BE THE RESPOW131M
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT N,
OF THE CONTRACTOR TO DEIERMINEs IN THE FIEID, THE TRUE P 32 PAINT 12" V1141TE STRIPE L1Mff LINE PER CALTRANS TRAMC MANUAL FIGURE 6-33 -4- EA.5
1981 W. LUGONIA, AVENUE (800) 227-2600 ;ALL130 VA -1
LOCA71ON AND ELEVATION OF AN EXISTING UTILITIES, AND TO INSTALL STREET NAME SIGN PER CITY SID DWG NO 139 -.5- EA4
EXERCISE PROPER PRECAUTION TO AVOID a4JAGE THERETO. THE REDLANDS, CA 92374 APIN, 0 -
CONTRACTOR SHALL. CON7AC`T UNDERGROUND SERVICE ALERTAT (909) =-7547 PACIFIC BELL CO. RECONSTRUCT EXISTING DW&AY APPROACH I
I -BW -227-2600 TWO WORKING DAYS BEFORE O(CAVATION. EMERGENCIES. (800) 427-2200 3939 E CORONADO S`TREEr r -
2228-141J-04 i
ANAH, EIM., CA 92807 REMOVE EXISTING SIGN 2 EA.
11. THE CONTRACTORSHALL, COORDINATE CONSTRUCTION WITH ALL SO. CALIF. EDISON COMPANY (714) SM -W7 33 REMOVE EXISTING CATCH BASIN AND MANHOLE
.300 N. PEPPER AVENUE 9 - 35 1 EA.
UTILITY. COMPANIES INCLUDING, BUT NOT Limam To, w, 41 39 34
TELEPH . ONE. ELECTRIC, CA13LE MEWS461K LANDSCAPING, RIALTO, CA 92376 VERIZON, (TELEPHONE) 40 20 REMOVE EXISTING CM? RISER & GRATE I EA.
09, 820-5598 UNDERGROUND 1400 E PHILIPS BLVD.
LANDSCAPE IRRIGATION, MJES17C WAM� RECLAJMED� WATER, SEWER, 875-5100 - TRANSMISSION ONTARIO, CA 91766 21 FILL EXISTING RCP W/ SAND 2 EA.
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
1 837-1233 - PIPELINES (800) 422-4133
COMPAMES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 22 CONSTRUCT 13RICK MORTAR BULKHEAD AT THE END OF EXISTING RCP 2 FA
Ir.D ]DOCU
357-6505 - DIM0UTION
N T
WORK AROUND THEIR FACILITIES. -7
23 RELOCATE EXISTING MAILBOXES WITHIN THE NEW PARKWAY 2 EA
FONTANA WATER COMPANY
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 84D NUEVO AVENUE
J20-JI'l fhese Record Documents have been prepared 24, RELOCATE EXISTING TRAFFIC SIGN WITHIN T14E NEW PARKWAY 1 EA
y
J �r? A C T
MAIN VALVES MIOUT' APPROPRL47E AGENCY AUTHORIZATION. FONTANA CA 92235 bas
ed on provided by others-. The 25 RELOCATE EXISTING UTILITY MANHOLE WITHIN THE NEW PAR 1 Ek
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 1500 S. AUTO CENTER DRIVE (909) 822-2201
2
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS ONTARIO, CA 91761 FAX: (909) 923-5046 INDU MAD Des;gn PrOf-,� s not verified th�� accuracy 26 REMOVE EXISTING BARRICADE AND WOOD FENCE
ane%'or co
(714) 666-5500 SCALE. I 14D, MP11"-�-r-ZESS Of thi-S infomnation and -:shall
11 3 - -t EA. 3
13. CURVE DATA REFERS TO THE FACE OF CURB. HIS not be responsible f (��-INSTALL RI "STOP" SIGN AND LEGEND PER CALTRANS TRAMC MANUAL SEC ON 4.0 .6. FIGURE 6-33 &
WEST -or 9-ny errors or Omissions
R)IW q. may be incmporated herein as a result CONSTRUCT JUNCTION sTRucruRE-PrE To PIPE CONNECTION PER Am sm 332-1. CASE 1
14. STAWNING REFERS TO THE CENTERLINE OF STREEIS, EXCEPT VARIES I -LOT 7 SEE DEIAILS ON SHEET -51 2 EA.
WHERE OTHERWISE NOTED. FWATE fW(?_NHRP5:N0T0 TO 2.77s-2.88 6b' �j Z2L 29 CONSTRUCT 24" RCP STORM DRAIN LATERAL, SEE PROFILE ON SHEET 5 43 LF
15. 'ADEQUATE CM51RUC77ON CONTROL STAKES SHALL BE SET BY THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES D(MM BLOCK F1 POSED Of DATri, Is
ENGINEER TO ENAB I LE THE CONTRACTOR TO CONSTRUCT THE WORK SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF, THE AVAILABLE RECORDS. I - 6" E-0ffAJb-ON_a
WALL 12' 18' 18' 12' ,,_,-WALL PER SEPARA1111�, PLA111
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED 13Y THE CONTRACTOR, I AND PERMIT i
So THAT ANY NECESSARY ADJUSTMENT CAN 13E MADE IN ALIGNMENT ANDIOR GRADE -@�-�TNSTRUCT-CONCREFE-MMAGE-STRUCTURE-PER-OffAk-ZA"N-,-Jlil,
FOR THE PRESEWATION OF BENCRIARKS AND:CONSTRUCTION OF THE PROPOSED imPRovEmENT. THE CONTRACTOR IS REQUIRED TO TAKEDUE DWNG
CONTROL STAKING DURING CONSTRUCTION. PRECAUTIONAN MEASURES TO PROTECT ANY U77UTY LINES SHOWN AND ANY OTHER PAD 1$ 41 4' R/W R/W SOUTH
LINES NOT ON RECORD OR NOT SHOVIN ON T14ESE PLANS. q_ RT RIW
5 5 1
I& THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMDTTSs 2,T LEWi LINE 2% 50 50' 5* 1 50 51 1
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO "TRUCTION CONTRACTOR AGREES THAT IN, ACCORDANCE WITH GENERALLY ACCEPTED VARIES (50'-55)
CONS
THE CITY ENGINEER. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME PUE 25' 25P PUE -
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE PAD PUE 25" VARIES T2�' 30) PUE
SUE AIM COMPLETE 1
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING OF CONSTRUcTloN OF THE PROJECT, INCLUDING THE SAM OF ALL PERSONS AND 10 52 it VARIES
SURVEY MONUMENTS, MONUMENT TIES AND BENCHIMARKS, SHALL L BE DONE PROPERTY THIS REQUIREMENT SHALL, BE WOE TO APPLY CONTINUOUSLY AND 5 20t 201 Is 20" F51-1 00,
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. t4OT BE UJMD TO MR" L WORKING HOURS L: CONSTRUCTION CONTRACTOR FURTHER 6 2 2 _ I _ 5# 20s
4#
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF AGREES TO, DEFEND, INDEMNIFY AND HOLD DESIGN L PROFESSIONAL HARMLESS FROM ANY C> 40 051
THIS CONSTRUCTION SHALL BE REPLACED. THE'CONTRACTOR SHALL AND ALL � LIABILITY, REAL OR ALLEGED, IN CONNEC17ON WITH THE PERFORMANCE OF TOE OF SLOPE TYPICAL SE009N 5 1 5
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE LOCAL SIRW-6Z77-62W RM 2%
2XI
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER OF THE DESIGN PROFESSIONAL LEVEL LINE 2T LINE
AIAAFRIA AVM1 IF STATION 1#54A TQ 2#7&S7- 29
11
REPLACEMENT OF THE MONUMENT.
T.I. - 55
18. THE CONTRACTOR SNAU MAINTAJN ACCESS FOR LOCAL RESIDENTS UNAUTHORIM AND USER NOT 70 SCALE TOE OF SLOPE 10 10 TOE 10 10 TOE
AND BUSINESSES AT ALL TIMES. A MINIMUM 12, FOOT LANE SHALL R/V R/W TOE OF SLOPE OF SLOPE
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR TYNCAL SEMON 6 OF SLOPE (D] Lo
THE ENGINEER PREPARING 714ESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE MCAL SEC1101
RESIDENTS AND EMS?GENCY VEHICLES. FOR. UNAUTHORIZED CMIGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE 5P 6b' 51 1 LOCAL SRffT-5W VW LOCAL�� SWRRM� W WW TO 5Y:vw
19. THE CONTRACTOR SHALL PROVIDE AND M41NTAIN AN EFFECTIVE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. I WE '300 PUE ALLISON WAY STATION IO&M TO 12#49.47 &THM DRWE 9A r6 TO 16#19,42
TPON 1%7.(
CATAI"A AIM A ATHNA W WE STATION .101#19.42 TO,
MEANS OF DUST CONTROL, INCLUD!NG ADEQUATE WATERING, AT U = 5.5
ALL TIMES. PAD 12' 18, 18, 12' EXISM; TaL 15' NOT TO SCALE
t PAD NOT 7*0 SCALE
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED 16.5' 16.5' N SOUTH
71��,?<�\��>\>,/ RO/T R/W iR/W RIW
4f
WIND VELOCITIES EXCEED 25 MILES PER HOUR. 4# 5
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD, EXISTING STREET LEW - W- WATER MAIN 5s '09 50
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY T� 2% 27. rT PUE PUE WE
.a FIRE HYDRANT - S SEWER MAIN 30' 1 23' 23s
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUC77ON WITHOUT
PRIOR WRITTEN APPROVAL V___0 PROPOSED STREE7. LIGHT PROPOSED AC PAVEMENT
5% 2 11 10, '20 20' 10, 5s 1 !81 18, 59
TOE OF SLOPE 11 2 1 . a
22. NO TRENCH BACKFILL S94LL TAKE PLACE WITHOUT PRIOR APPROVAL EA EACH TWICAL SECHON 4# 60 6' 4# 4t
GRIND AC PAVEMENT
5 C5
AL
AC PAVEMENT SAVICUT AND REMOV AWRLA AVENUE STATICN 2#76.52 TO 3#19.52 2%
OF THE CITY INSPECTOR. LOCAL STREET -W RN 2
23. A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. SF SQUARE FEET __jjNE 5 LEVEL I
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE LF IJNEAL FEET U _-5.5 TA LINE 2%
RE -WORKING OF THAT PORTION OF THE WORK UN71L THE SPECIFIED P.U.E. PUBLIC UTILITY EASEMENT ----------
--- � CENTERLINE NOT TO SCALE
DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES TRACT BOUNDARY L.M.E. LANDSCAPE MAINTENANCE EASEMENT 3 10 lu TOE
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPEC17ON OF THE 6 TYNCAL SEMN 6 TYPICAL SKTION 6 OF SLOPE
-SO- STORM DRAIN TOE OF SLOPE
LOM STREEW RIW
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE BASIS OF BEARINGS.- LOM STREERV R/w
SWALES ENTERING OR LEAVING IMPRMMENTS., ATNFNA nl?ft* �TAMNI imm Tn irbo 4 MIA rf V 1.?T -f;CQr-A4X4Q:_ A
BEARING ARE UN)ti) UN Mt WU)l L t Uf ')UMMA�4 QUARIER OF
-5.5 ALL5ON WAY ffATI0,N 8#5147 TO 19POW
SECTION 36, T1N, R6W, S.B.M. AS SHOWN ON TRACT 16085-1, U 4111 -
M.B.282116-20, BEING. N00*04'387E NOT TO SCALE
T.I. = 55
NOT TO SCALE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCH"K Prepared By: CITY OF FONTANA CALIFORNIA
0
PREPARED FOR: ALLARD ENGINEERING
ImrROVfimm NOT COMMENa Vimnq
RANCHO FONTANA SPECIFIC PLAN
0
Civil Engineering - Land Surveying - Land Planning
TWO YEARS OF THE DATE OF AMOV,4 YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. :,
N 0 DRAWN BY.
8253 Sierra Avenue - SCALE:
SHOWN HUMN AND CARRIED FORTH IN A 10370 TRADEMARK STREET #1536697E AT SOUTHWEST CORNER OF i
I I �_ � 1�1 �, i 0 A A-E
IYLK;ENT MANNER, THE CITY ENaNEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. Fontana, California 92335 ul No. 43976 m STREET IMPROVEMENT PLAN AS NOTED
DIAL TWO WORKING �909) 356-1815 Exp. 6/30/05 DESIGNED BY -
BEFORE DAYS BEFORE REQUiME REVISIONS TO THE, PLANS TO CALIFORNIA, 917,30 Fax (90.9),356-1795 DAtE:
YOU DIG EW T"CT16568 JUNE, 2004
YOU DI
0 --- BRING THEM INTO CONFORMANa WITH (909) 291-7600 CHECKED BY. APPR D B)��� DRAWING NO.:
Q TOLL FREE 1-800-2227- 0 26. V- tw-v JVf-ANm%tA o Fq7) -.4, cowmNS AND STANDARDS IN OFECT FAX (909) 291-7630 David S. Hammer, R.C.E. 43978 Date -IV,- 6�s
z �" CALI RJA
A F�UBLIC SERVICE BY UNDERGROUND SERVICE RT ELEVAT109 1365.01 (expires 6/30/2005) �_IL4�2
5_Y:5 H r 1, 2-14/ 5 ti ENGINEER RC.E. 51152 3543
Filename: MA09\15918\11indl DeSiqh\S7REET\16568ST01.dwq