|
tttesr
<br />NOUN
<br />INTO T RS
<br />21.
<br />ALL SANITARY SEWER, STORM DRAINAGE AND WATER CONSTRUCTION ON-SITE
<br />THE REQUIREMENTS OF SECTION 26-102B OF THE CALSTRANS STANDARD
<br />SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, AND THE
<br />1.
<br />ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE
<br />COUNTY ADOPTED UNIFORM PLUMBING CODE, AND UNIFORM BUILDING CODE.
<br />CONFORM TO THE REQUIREMENTS OF SECTION 26-1.04 OF THE CALTRANS
<br />!M19AL11ffE1_T_-
<br />SPECIFICATIONS, STANDARDS AND ORDINANCES OF SAN JOAQUIN COUNTY AND
<br />MIN
<br />PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE
<br />TA
<br />SHALL BE PART OF THESE IMPROVEMENT PLANS. STANDARD SPECIFICATIONS
<br />AND SAN JOAQUIN COUNTY. IT TEIEE CONTERACTOLN�R PONSIBILITY TO
<br />DATE
<br />AND DETAILS ARE AVAILABLE IN THE OFFICE OF SAN JOAQUIN COUNTY DEPARTMENT
<br />YKEIFY TYPE AND SPECIFICATIONS OF ALL_jAlkEIALFITTINGS ETC.
<br />LND A D STR E ET
<br />Ilill5iLVICii[FR3c).,.Ii]rlilllE"r
<br />THE TOPS OF ALL PROPOSED AND EXISTING VALVE BOXES, MANHOLES, CATCH
<br />OF PUBLIC WORKS.
<br />WITHAN .
<br />1111UIICOUNTY DEPARTMENT OF PUBLIC WORKSKS
<br />BASINS AND ELECTRICAL BOXES AND THE COST OF SUCH WORK SHALL BE
<br />2.
<br />WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN
<br />.S _
<br />.___
<br />11A*
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT
<br />22.
<br />GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF
<br />PUBLIC WORKS
<br />ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT MATERIALS
<br />ALL ELECTRICAL, LANDSCAPE IRRIGATION, AND UNDERGROUND UTILITY
<br />AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. NOTED
<br />CONDUITS WITH APPROPRIATE SUB -CONTRACTORS AND UTILITY COMPANIES
<br />DIMENSIONS TAKE PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL
<br />PRIOR TO CONSTRUCTION.
<br />IMMEDIATELY BE BROUGHT TO THE ATTENTION OF QUARTAROLI AND
<br />ASSOCIATES, (209) 239-4908 AND R. W. SIEGFRIED AND ASSOCIATES,
<br />23.
<br />THE OFFICE OF QUARTAROLI AND ASSOCIATESf 160 NORTHGATE DRIVE,
<br />(209) 943-2021.
<br />MANTECA, CALIFORNIA (209) 239-4908, SHALL BE NOTIFIED 72 HOURS IN
<br />ADVANCE OF ANY REQUIRED CONSTRUCTION SURVEYING.
<br />3.
<br />CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING
<br />CONDITIONS PRIOR TO SUBMITTING A BID.
<br />20
<br />CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE,
<br />SECTION 6705, 6706, 6707, OF THE STATE LABOR CODE.
<br />4.
<br />THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE
<br />RECORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />25.
<br />CONTRACTOR SHALL PROVIDE DUST CONTROL AT ALL TIMES DURING
<br />THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL
<br />CONSTRUCTION AS PER SECTION TEN OF THE STANDARD SPECIFICATIONS OF
<br />UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE
<br />THE STATE OF CALIFORNIA AND AS PER SAN JOAQUIN COUNTY DEPARTMENT
<br />OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT I.S. THE
<br />OF PUBLIC WORKS REQUIREMENTS.
<br />(,-.ON'rRAC,'FOIR',S__Rf,SPONSIBILITY TO VERIFY THE LOCATION Of ALL EXISTING
<br />UTILITIE1. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL
<br />26,
<br />CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PROJECT
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION, I.E., SEWER, WATER,
<br />SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE
<br />STORM DRAINAGE, ELECTRIC LINES,'GAS LINES, CABLE T.V. LINES, ETC.,
<br />CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING
<br />WILL BE ENCOUNTERED AND, THE APPROXIMATE LOCATION OF SUCH AN
<br />CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE
<br />INSTALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL
<br />ACCOMPLISHED IN THEIR PORTION OF THE TOTAL WORK. IF ANY DOUBT
<br />PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE
<br />EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS, CONSTRUCTION
<br />PROTECTION SHALL' BE PROVIDED FOR THE EXISTING INSTALLATION. ALL,
<br />NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR REQUIRE ADDITIONAL,
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL
<br />INFORMATION, IT MUST BE CLARIFIED WITH QUARTAROLI AND ASSOCIATES
<br />BE ADVISED OF PROPOSED WORK AT LEAST FORTY-EIGHT HOURS PRIOR TO
<br />AND R. W. SIEGFRIED AND ASSOCIATES PRIOR TO BIDDING, OR HIS BID
<br />THE START OF ACTUAL EXCAVATION. CALL U,S.A. 1-800-642-2444,
<br />SHOULD STATE ACCURATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED,
<br />P.G.&E. - (200 835-2730, PACIFIC BELL TELEPHONE - (209) 811-3300,
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS - (209) 400-3000,
<br />27.
<br />CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAPPROVED
<br />BY SAN JOAQUIN COUNTY PUBLIC WORKS AND PLANNING DEPARTMENTS SHALL
<br />5,
<br />AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY
<br />DO SO AT THEIR OWN RISK, QUARTAROLI AND ASSOCIATES AND R. W.
<br />DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-SITE CONSTRUCTION.
<br />SIEGFRIED AND ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR USAGE OF
<br />SUCH PLANS FOR THE CONS FRUCTION OF THIS PROJECT.
<br />6.
<br />THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE
<br />NOTIFIED BY THE CONTRACTOR AT LEAST FORTY-EIGHT HOURS IN ADVANCI,
<br />28,
<br />IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR R. W. SIEGFRIED AND
<br />OF ANY OFF-SITE CONSTRUCTION (209) 168-3000.
<br />ASSOCIATES ARE NOT EMPLOYED TO DO THE CONSTRUCTION SURVEYING, THIS
<br />NOTE IS TO GIVE FORMAL NOTICE THAT QUARTAROLI AND ASSOCIATES AND
<br />7,
<br />THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />R^ W. SIEGFRIED AND ASSOCIATES CANNOT, AND WILL NOT TAKE
<br />WITHOUT THE WRITTEN AUTHORIZATION FROM QUARTAROLI AND ASSOCIATES
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, SIF ANY, WHICH MIGHT OCCUR
<br />AND R. W. SIEGFRIED AND ASSOCIATES,
<br />AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR
<br />MITIGATED HAD QUARTAPOL! AND ASSOCIATES OR R. W. SIEGFRIED AND
<br />8.
<br />EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR
<br />ASSOCIATES DONE THE CONSTRUCTION SURVEYING.
<br />RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE
<br />UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE INCLUDED IN
<br />29.
<br />A GEOTECHNICAL INVESTIGATION WAS PREPARQ FOR THIS PROJECT SITE SITE BY
<br />THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE
<br />J H KLEINFELDER AND ASSOCIATES DATED �id&T 414ijeQ, FILE NUMBER
<br />PROJECT.
<br />AND IS MADE A PART OF 'SE PLANS BY REFERENCE.
<br />9.
<br />GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />30.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA TESTING
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />OF WATER LINES AS REQUIRED BY SAN JOAQUIN COUNTY DEPARTMENT OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
<br />PUBLIC WORKS.
<br />PROPERTY, THAT THIS REQUIREMENT SHALL APPLYTNOT BE CONINUALLY AND NOB
<br />LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL
<br />31,
<br />INSPECTION DURING CONSTRUCTION:
<br />DEFEND, INDEMNIFY AND HOLD:harmless, the County of San Joaquin',
<br />�its elected officials, officers, employees, and agents from any
<br />ANY IMPROVEMENTS CONSTRUCTED TO TEL SPECIFICATIONS AND WHICH IT IS
<br />and all claims, costs of litigation, damages, and attorney's
<br />INTENDED THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE
<br />fees, for personal injury or property damage of whatever nature
<br />RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN
<br />which ace claimed to have occurred during the term of this
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY. EACH PHASE OF
<br />Project. I
<br />CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING TO
<br />10.
<br />BENCH MARK: NAIL AND SHINER IN PAINTED PANEL POINT, SOUTH SIDE
<br />TEL E SUBSEQUENT PHASES.
<br />LINNE ROAD, 3301 EAST OF EAST PROPERTY LINE OF[I r
<br />ELEVATION = 153.61.,
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE
<br />OR CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS OF THE
<br />11.
<br />THE CONTRACTOR SHADL BE RESPONSIBLE FOR THE PRESERVATION OF ALL
<br />A UTHORIZED A6ENT OF SAN JOAQUIN COUNTY WILL BY DEEMED AS NOT
<br />SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES
<br />COMPLYING WITH SAN JOAQUA COUNTY STANDARDS AND SPECIFICATIONS,
<br />THAT ARE LOST OR DESTROYED DA TO THE CONTRACTOR'S NEGLIGENCE WILT-,
<br />AND WI LL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE
<br />BE RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />PURPOSES.
<br />12.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS,WILL PERFORM FIELD
<br />IMPROVEMENTS FROM DAMAGE.
<br />INSPECTION FOR THIS PROJECT.
<br />13.
<br />CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND
<br />32,
<br />ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN
<br />UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND
<br />COUNTY STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
<br />SERVICES TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH
<br />DEVICES.
<br />INSTALLATION SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />33.
<br />QANGES ON PLANS AND SPECIFICATION
<br />14.
<br />ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WITH
<br />THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />15.
<br />GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCE
<br />MUST BE PREPARED AND CERTIFIED BY P. W. SIEGFRIED AND ASSOCIATES
<br />EARTHWORK CUT AND FILL QUAN7ITIFS. CONTRACTOR SHALL IMPORT OR
<br />AND SHALL BE SUBMITTED 10 SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />EXPORT EARTH MATERIAL AS REQUIRED IN ORDER TO CONSTRUCT THE IM
<br />WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />PROVEMENTS TO THE GRADES SHOWN AT NO EXTRA COST TO THE OWNER.
<br />16.
<br />ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE
<br />PLANS AND THESE SPECIFICATIONS.
<br />T
<br />ST___
<br />_z
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED
<br />L
<br />f
<br />10
<br />A I
<br />N
<br />100 E
<br />0
<br />-1
<br />_T A -01a. WI)
<br />TO A MINIMUM RELATIVE COMPACTION OF 90%, EXCEPT THAT THE AREA
<br />mm
<br />'T
<br />__ L Ono street sign is required
<br />" R (typ)
<br />WITHIN SIX INCHES BELOW SUBGRADE SHALL HE COMPACTED TO A
<br />i at socn intersection,
<br />MINIMUM RELATIVE COMPACTION OF 95%.
<br />TIfT?�61T395i-5-10 Z Monk mmnbom or* to be ocq*od
<br />TYPICAL
<br />7,1
<br />from the San J' airs Cowty Deport -
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS
<br />mont of Planning and Bu4ding Inspection.
<br />AND BUILDING AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 80%.
<br />3• See Improvement plans for location _C1J
<br />of STOP signs, wt*n roqi�rod.
<br />C, FILL AND COMPACTION WITHIN THE BUILDING AREA SHALL BE IN
<br />ST
<br />Ct�v I /A I to
<br />—t—
<br />4 The length aft street sign vioriss TYPE
<br />-
<br />N — R'
<br />ACCORDANCE WITH THE BUILDING PLANS AND/OR SPECIFICATIONS.
<br />dus tot length oft street
<br />name.
<br />r
<br />D. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF
<br />OF DELETERIOUS MATTER, FILL SHALL BE COMPACTED IN
<br />Edge of ftvornent, W
<br />NZ
<br />TM Z
<br />VEGETATION
<br />Bock of Sidewalk
<br />STIRE
<br />LIFTS NOT TO EXCEED FIGHT INCHES,
<br />or Bock of Curb,
<br />ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE
<br />A SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION'TO A POINT SIX
<br />INCHES BELOW SUBGRADE.
<br />1-
<br />Street
<br />z
<br />Sign Loc tion
<br />03
<br />17. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS
<br />COMPACTION TESTING.
<br />4—
<br />0
<br />18. ASPiALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND SHALL
<br />7
<br />CONFORM TOTHEPROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD
<br />SPECIFICATIONS, IN1010k
<br />PiP47
<br />EB E KLJL(� N 0 T
<br />LJ_
<br />T
<br />MORRO*, AGGREGAE SHALL BE ONE-HALF (4") INCH MAXIMUM MEDIUM
<br />DATION -i-DETAIL
<br />=50,130 FOR QuArAOINW.
<br />19. AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING TO
<br />THE REQUIREMENTS OF SECTION 26-102B OF THE CALSTRANS STANDARD
<br />SPECIFICATIONS. SPREADING AND COMPACTING AGGREGATE BASE SHALL,
<br />CONFORM TO THE REQUIREMENTS OF SECTION 26-1.04 OF THE CALTRANS
<br />!M19AL11ffE1_T_-
<br />MIN
<br />STANDARD SPECIFICATION.
<br />TA
<br />ATION
<br />ey REVISION
<br />DATE
<br />20. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE
<br />5-
<br />LND A D STR E ET
<br />Ilill5iLVICii[FR3c).,.Ii]rlilllE"r
<br />THE TOPS OF ALL PROPOSED AND EXISTING VALVE BOXES, MANHOLES, CATCH
<br />Y�-
<br />BASINS AND ELECTRICAL BOXES AND THE COST OF SUCH WORK SHALL BE
<br />INCLUDED IN THE UNIT PRICES FOR STREET WORK.
<br />11A*
<br />S APV JCA Q U I IN
<br />C.ECKE
<br />PUBLIC WORKS
<br />ISO III mmm"1111 mm==�=
<br />Too of C4rb
<br />.0
<br />- — — — - - — — — — — — -
<br />yW" Eos, Rome and Lid of40int
<br />ROO to Improvement Slondwd No, E -Z 0
<br />2" above griourt4l Ilna W I
<br />IT *(4
<br />Concrete Anchor Block,Catchbosin Assie ly to be set
<br />Water Mom I below flow line of jutter.
<br />Z4
<br />6"o Pdpa
<br />2LAN
<br />F F1'
<br />longod by Rog -Tito Adoptor Conc Thrust Block. Throat
<br />conc, Thiust Block- (As Required ) 4
<br />Refer to InnPirOvOmOnt MIA.
<br />Rotor to improvement 6' Flonged or Flanged by
<br />improvement Nx E-3, I
<br />Standard No, E-3 Ring -Tits Gotis V01,46
<br />\11-"Tqco Na, H Too or Equal 0 0 pa p hep
<br />hAU, .4
<br />I Fire Hydrants shalt be Ploced v,ith 4- outlet facing
<br />frectly, lowords the street.
<br />Z Fire Hy&OMS shall to CWOn and P" of concrota
<br />3 Fire Hydrants to be Amencon Darling Wdei 6-62B, Dresser N4 a H S94 929
<br />wRolsont", Mueller "Conturionr' of "Wdarn Conturlon", or OPP(Ovsd OqU01 (2-2im
<br />a 1-4" outlets)
<br />Or other its OS t0quAl0d by the local Fire Diorkt,
<br />4 All HyAWN all be pointed OSHA safety yellow Or as
<br />myAred sy lacal Fie Distrit
<br />40 REviSED-
<br />- — - ----_-_
<br />01 A;i_ T
<br />C q Ea ty
<br />'icALI NONE
<br />FIRE HYDRANT
<br />COUNTY Q U I IN
<br />DEPARTMENT OF PUBWC WORKS
<br />6 21 - 00
<br />Ek onorn Imi h 0
<br />Broom Firilith
<br />-
<br />Tlevel Lina iia
<br />0
<br />$TANDARO NO 04
<br />Depir"atid latter
<br />W11 or "S" in
<br />curb totdentify
<br />a A
<br />("service locations
<br />, I
<br />R Ko
<br />4 42
<br />�
<br />4ry
<br />Dowels 05 or X 24
<br />spaced 12 CC, g"Olod and
<br />wropped one side
<br />every expansion jQir)f. hiT11
<br />iL _S1
<br />UR GUTTER L Tho structwol SOCIOn 0011 ba determined 3. At inters4cfloost, 0 30' rodius for 84' R/W streets
<br />W - Water line by improvement Standard No. A-1 and a 2()' radius fQr. 50' and 61 RIW s4r006
<br />S - Sonifory Sewer We 2 For curb, gUltitir and %,deWQ1K -delod's, refer to at the face of the curb ooll be pr"Wed
<br />oVovement Standard No 6-4 and No 6-5
<br />R'PProvo, �r $E Q OATE R OF
<br />DATE 7 -ed TYPICAL
<br />CURE3 GUTTER SIDEWALK
<br />APPROVED Of S U B D I V 1131STREET APPROVE DOY
<br />R�1 't A
<br />A D00 IA*N C C T y sin JOACUI
<br />IR TA tZe . (
<br />2-1 a, I OUNTY
<br />�TY OF �OF
<br />Cs A r4 JOACUIN CAME y
<br />Z C) E F P U, 5L IC WO R K, S STANDARD NO, B -I
<br />DEPARTMENT OF PUb� IC 4WORK 5 STANDARD NO 8-5 "4 OE NONE
<br />SIGN STATE OF CAL F Y. II
<br />COM "TYPE N -R" 2 X Z4
<br />(REFLECTIVE RED BACKC4i"D)
<br />SIGN-STATEOF CAUF,
<br />HWY, CME W56 (24"X48x)
<br />ll
<br />Sl "STAT OF CAUF P
<br />FA Y. CODE TYPE N -Y"
<br />24" X 24m (REFLECTIVE 0
<br />YELLOW BACKGROUND)
<br />*X4' REDMXO ;MST
<br />13
<br />913
<br />,, Q 7,
<br />30
<br />R ,
<br />Krohn R 4G, 'Me
<br />0
<br />E
<br />E Y
<br />Cybe
<br />TRA N -
<br />'d, luktRd
<br />Co C,
<br />/�Ic ;i
<br />it, 111
<br />CIF oil ow 0-1 6We,
<br />Rd
<br />T HAC y
<br />AIRVOF T'�
<br />X
<br />DATE
<br />e)
<br />DRVIN BY:
<br />A
<br />(VIKEKED BY
<br />Y156 -N _0
<br />0
<br />
|