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<br /> �CRA GENERAL NOTES: BCRA GRA�ING I�OTES: : -
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<br /> _ 1. ALL WORK, MATERIALS,AND TESTING SHALL BE IN ACCORDANCE WITH THE LATEST EDtTI0NJ5SUED PRIQR TO BID QATE OF THE WASHINGTON STATE ' 1. ADA COMPLIANCE: , �
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<br /> DEPARTMENT OF TRANSPORTATION STANDARD SPECIFIGATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION WSDOT STD.SPEC.), DELETE m Q
<br /> � a. SNALL BE IN ACCORDANCE WITH CFR 28, PART 35; ►--
<br /> MEASUREMENT ANDPAYMENT PROVtSION5 AND WSDOT STANDARDS PLANS WSDOT STD. PLANS, EXCEPT AS MODIFIED BY THE CONTRACT ' o
<br /> ' � � b. FOR WORK IN THE RIGHT-OF-WAY CFR 28 PART 35 SHALL BE SUPPLEMENTED BY THE PUBLIC WORKS RIGHTS OF WAY ACCESSIBILITY GUIDELINES � M
<br /> D O C U M E N T S. A L L R E F E R E N C E S T O O T H E R S T A N D A R D S A N D S P E C I F I C A T I O N S S H A L L B E I N A C C O R D A N C E W I T H T H E L A T E S T E D I T I O N I S S U E D P R I O R T O B I D ' ' � w
<br /> DATE. (PROWAG)AND CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS. , � �_
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<br /> E ER AN WITH DISABILITIES ACT ADA STANDARDS FOR ACCESSIBLE DESIGI�SHALL MEE � �
<br /> c. ALt SITE IMPROVEMENTS SUBIECT TO TH AM IC ( ) T THE � ,,;;
<br /> � 2. EXISTING TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY MEAD GILMAN&ASSOCIATES,11/03/17. - M �
<br /> , FOLLOWING MAXIMUM SLOPES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND REPLACE IMPRQV/EMENTS OUT OF N w
<br /> 3. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO COMPLIANCE WITH THE ADA STANDARDS. "- >
<br /> UNDERTAKING THE AFFECTED WORK. , , Q
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<br /> 4. ANY DISCREPANCY W THESE DRAWINGS,SPECIFfCATIONS,AND/OR THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER,WHO SHALL ADDRESS , 2, THE FOI�OWING MAXIMUM SLOPES SHALL NOT BE�XCEEDEp UNLESS NOTED ON THE PLAN AS A°MAXIMUM EXTENT FEASJBL,E"(MEF)LOCATION: N ¢ �
<br /> : SUCH DISCREPANCY IN WRITING AFTER REVIEWING ANY CHANGES. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISGREPANCY ' � �
<br /> . � . . � . . . . . . . . � . � . � . . . � . . . . � . � . . . . � . . _ . . . . . . � . . p� . . . . ,, . . . . . N p
<br /> � , a. LONGITUDINAL/RUNNIRIG SLOPE OF WALKWAYS AND CROSSWALKS:5.Q0/ , _
<br /> TO PROCEEDING WITH ANY
<br /> SHALL BE DONE AT THE CONTRACTOR S RISK. VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR , � �;,
<br /> WORK. , b. CROSS SLOPE(?F SIDEWALK:2.00%
<br />' 5. BURfED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATI�N. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS,VERIFY LOCATION AND '� c. LONGITUDINAL RUNNING SLOPE OF RAMP:$.33% s��
<br /> ELEVATION OF EXISTING UTILITIES: IN THE EVENT OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS,CONTRACTOR SHALL /
<br /> NOTIFY THE ENGINEER 1MMEDIATELY. d. GROSS SLOPE OF RAMP:2.00% ,
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<br /> HE LOCATION OF EXISTING UTILITIES SH�WN MAY DIFFER FROM ACTUAL LOG4TION.GONTRACTOR SHOULb NOT ASSUME UTILITIES SHOWN WILL BE ', e. LONGITUDINALJRUNNING SLOPE OF LANDING:2.00% : ',
<br /> ,. THE ONLYUTILITIES/OBSTACLES THAT MAY BE PRESENT ON THE SITE.VERIFY EXISTINC�CONDITIONS AND PROCEED WITH CAUTION AROUND ANY f. CROSS SLOPE OF LANDING:2.00%
<br /> ANTICIPATED FEATURES.GIVE NOTICE TO UTIUTY PURVEYORS REGARDING DEMOLITION AND REMOVAL OF SERVICE LINES AND CAP LINES BEFORE ��,,�
<br /> PROCEEDING WITH FURTHER WORK. g. TOP OF CURB SLOPE AT RAMP FLARE: 10.00%
<br /> h. FLOW LINE SLOPE AT PEDESTRIAN CROSSING:2.00% ' �'���� �����
<br /> 6. AS-BUILT RECORDS: KEEP THREE SETS OF DRAWINGS ONSITE AT ALL TIMES FOR RECORDING AS-BUILT INFORMATION. ONE SET SHALL BE PRQVIDED TO , � �„ �
<br /> THE ENGINEER AND ONE TO THE ClTY OF EVERETT CITY ENGINEER. ONE ELECTRONIC SET OF AS-6UILT DRAWINGS IN PORTABLE D�CUMENT FORMAT ' 3. REFER TO GEOTECHNICAL ENGINEERING REPORT BY LIU &ASSOCIATES,INC., DATED OCTOBER 25, 2012 FbR INFORMATION ON EXISTING SITE CONDITIONS �� � ` •
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<br /> (PDF) MAY BE PROVIDED IN UEU OF MULTIPLE COPIES.SURVEYED AS-BUILT INFORMATION IN AUTOCAD AND PDF FORMAT SHAt�BE PROVIDED FOR THE ' AS WELL AS SITE AND SOIL REQUIREMENTS FOR THIS PROJECT. '
<br /> FOLLOWING: 4. THE SPOT ELEVATIONS INDICATED qN THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS OTHERWISE NOTED. � � � �
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<br /> a. STC3RM AND/OR SANITARY SEWER STRUCTURE LOCATIONS(STATION AND OFFSET IF APPLICABLE) INVERT AND RIM ELEVATIONS TO THE NEARE5T S. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. �*- '��� � �
<br /> 0.01 FQOT. "�,� ���€,�� �' �w"'�'�
<br /> 6. ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES;VALVE BOXES;VAULT LIDS AND UTILITY ACCESS STRUCTURES�'HAT WILL BE PRESERVED �',� .. �'�
<br /> b. DRIVEWAY ROAQ CENTERLINE ANQ GUTTER PROFILES AT BEGINNING AND ENDWG STATIONS AND END OF RADII. , ����
<br /> � , TO FINISHE�GRADE WITHIN AREAS AFFECTED BY CONSTRUCTION.
<br /> c. WATER SYSTEM LOCATION (VALVES,FIRE HYDRANTS, BLOWOFF,AIR VAC ASSEMBLIES, ETC.}TO THE NEAREST 0.10 FEET: � 7. ALLUNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALI.RECEIVE TOPSOII PER THE LANDSCAPE PLANS. Date:2018.05.30 15:54:05-07'00' '
<br /> TECT WORKERS AND THE PUBLIC FROM
<br /> , 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DEVELOPING, EXECUTWG AND EN�ORCING A SAFETY PLAN TO PR0 , 8: UNLESS OTHERWISE NOTED INSTALL BIODEGRADABLE EROSION CONTROL BLANKET ON ALL SLOPES 3H:1V PER WSDOT 8-01.3(�). BLANKET SHALL MEET
<br /> - INIURY OR HARM.THE PLAN SHALL CONFORM T�ALL LOCAL;STATE AND FEDERAL REGULATIONS AND WCLUDE THE FOLLOWING: �' THE WSDOT STD.SPEC.9-14.5(2).
<br /> a. CONTRACTOR SHALL CONSULT WITH THEIR OWN GEOTECNNICAL ENGINEERWG EXPERT FOR QETERMINING SOIL CLASSIFICATION RELATIVE TO SAFE
<br /> SLOPING OF SOILS. I _
<br /> b. CONTRACT�R SHALL DETERMINE SAFE EXCAVATION AND DEWATERING METHODS, MONITOR EXCAVATIONS AND EARTHWORK OPERATIONS FOR '
<br /> SAFETY CONCERNS AND PROVIDE SHORING AND OTHER PROTECTION AS REQUIRED TO PROTECT WORKERS. ,
<br /> c. IT IS NOT THE INTENT OF THE CONSTRUCTION DOCUMENTS TO DIGTATE ANY UNSAFE CONSTRUC710N MEANS OR METHODS;CONTRACTOR SHALL p� /� /� n C �+
<br /> DETERMINE MEANS AND METHODS OF GONSTRUCTION CONFORMING TO THEfR SAFETY PLAN AS REQUIRED TO CONSTRUCT WORK SHOWN ON THE , ��� S�O f�IVI ' C��AI N/`'i�7 G �C�TE�,7. ,
<br /> CONTRACT DOCUMENTS. '
<br /> '� 1. ALLOWABLE GRAVITY STORM DRAINAGE CONVEYANCE PIPES AND FITfINGS(STORM DRAIN LINE/ROOF DRAIN LINE)CONFORI1�11NG TO WSDOT STD.SPEC.
<br /> 8. PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRIGADES, ENCLOSURES,AND/OR QTHER APPROPRIATE BEST MANAGEMENT PRACTICES; ; 7-04. THE FOLLQWING MATERIALS MAY BE USED, UNLESS OTHERWISE IDENTIFIED SPECIFICALLY ON THE PLANS; '
<br /> COORDINATE MEASURES WITH OWNER AND AHJ. ' '
<br /> 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES FOR THE DURATION OF THE PROJECT. a. SOLID WALL PVC STORM PIPE AND FI171NGS(PVC}. MINIMUM COVER SHALL Bf 3.00'.
<br /> , b. CORRUGATED POLYETHYLENE STORMSEWER PIPE AND FITTINGS(CPEP). MINfMUM COVER SHALL BE 2.00`.
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<br /> i , c. DUCTILE IRON SEWER PIPE AND FITTINGS,CLASS 52{DI). MINIMUM COVER SHALL BE 1.00
<br /> ` 2 ALLOWABLE UNDERDRAIN PIPES AND FITTINGS(FOOTING DRAIN LINE�CONFORMING TO WSDOT STD.SPEC 7-01:
<br /> a. PERFORATED POLYVINYL CHLORIDE UNDERDRAIN PIPE(PERF. PVC). ,
<br /> _ _ : _ : b. PERFORATED CORRUGATED POLYETHYLENE(PE) UNDERDRAIN PIPE(PERF.CPEP) _ , _
<br /> 3. INSTALL ALL ROOF DRAIN LINES AT MINIMUM 1.00%SLOPE WITH 3.00' MINIMUM COVER. ROOF DRAiN LINES TO BE 6" PVC UNLESS OTHERWISE NOTED.
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<br /> ' 4. ROOF AND FOOTING DRAIN UNES ARE LOCATED ON PLANS FOR CLARITY AND ARE TO BE INSTALLELI!N ACCORDANCE WITH STANDARD PRACTICE AND '
<br /> APPLICABLE CODES.
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<br /> , 5. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS MUST COMPLY WITH THE CLEANOUT DETAIL. eI
<br /> �CRA TEIV�PC)RA�Y EROSION I�RID SEDII�/I�I�T �ONTR�L NC�`�ES: -
<br /> , 6. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE CIF GUTTER(WHERE r ,
<br /> 1. THIS PROJECT REQUIRES COVERAGE UNDER THE WASHINGTQN STATE CONSTRUCTION STORMWATER GENERAL PERMIT;CONTRACTOR MUST MAINTAW A APPLICABLEj. , �'J
<br /> COPY OF THE LATEST SAID PERMIT AND IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH SAID PERMIT. , 7. STATION AND OFFSET CALLQUTS FOR STORM ARE TO CENTER OF STRUCTURE. �
<br /> _ 2. REVIEW THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REPORT INCLUDED IN THE BID DOCUMENTS. 8. PIPE LENGTHS NOTED ON THE PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. , �
<br /> 3. EROSION AND SEDIMENT CONTROL(ESC) MEASURES SHALL BE IN PIACE PRIOR TO THE BEGINNING�F CONSTRUCTION. 9. INSTALL ALL STORM DRAINAGE CATCH BASINS AND MANHOLES IN PAVED AREAS FLUSH WITH PAVEMENT. MANHOLES IN UNPAVED AREAS SHALL BE 6" �
<br /> 4. ESC MEASURES ARE NOT LIMITED TO THE ITEMS SHOWN ON THESE PLANS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND ABOVE FINISHED GRADE. LIDS SHALL BE LABELED"STORM.° �
<br /> MAINTENANCE OF ALl ESC MEASURES.SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL NQT BE ALLOWED. �I 10. PROVIDE CATCH BASINS AND MANHOLES IN ACCORDANCE WITH WSDOT STD.SPEC.7-05.
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<br /> _ 5. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL ESC MEASURES AS REQUIRED.THE CONTRACTOR SHALL PROVIDE ADDITIONAL ESC , 11. REMOVE ALL SILT AND DEBRIS FROM EXISTING DRAINAGE PIPES AFTER CONTRIBUTING BASIN AREAS HAVE BEEN PERMANENTLY STABILIZED.
<br /> MEASURES AS DETERMINED NECESSARY BY l"HE PROIECT ENGINEER,OWNER OR INSPECTOR. FAILURE TO COMPLY WITH ALL LOCAL AND STATE ESC I LL T DRA AGE SYSTEMS IN ACCORDANCE WITH WSDOT STD.SPEC.7-04 AND THE TRENCW SECTION D �
<br /> REQUIREMfNTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINSTTHE CONTRACTOR. : 12. PROVIDE, INSTALL AND TESTA S ORM IN ETAIL.
<br /> H , 13. REFER TO MASTER SITE SPECIFICATIONS SECTION 33 4000 FOR ALLOWED MATERIALS. ' �
<br /> � 6. DURW6 THE WETSEASON (OCTOBER 15T THROUGH APRIL 30T j,ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK.
<br /> , DURING THE DRY SEAS(]N (MAY 1ST THROUGH SEPTEMBER 30TH),ALL SOILS THAT WILL BE UNCOVERED OR UNWORKED FOR 7 DAYS SHALL BE COVERED OR �
<br /> ' STABILIZED.STABILIZATION MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO COVERING THE AFFECTED AREA(INCLUDING SPOIL PILES)WI7H PLASTIC ' �
<br /> SHEETING,STRAW MATfING,1UTE MATI"ING,STRAW MULCH OR WOOD CHIPS.SEfDING OF THE DISTURBED AREAS SHACL TAKE PLACE AS WEATHER ' , �
<br /> � PERMITS. , ', N
<br /> 7. TRENCH DEWATERING DEVIGES SNALL BE DISCHARGEp IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS,OR OFFSITE p A' W o0 .
<br /> PROPERTIES. , ��I�A �TILITY (�lOT�S. � Q � ,
<br /> 8. STORM SEWER iNLETS RECEIVING RUNOFF FROM THE PROIECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER WILL BE 1. FIRE PROTECTION UNES AND STRUCTURES ARE SHOWN FOR BIDDING AND FOR REFERENCE ONLY. FIRE PROTECTIQN DESIGN TO BE COMPLETED BY FIRE � �" '�-�'
<br /> FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. PROTECTION ENGINEER IN ACCORDANCE WITH WAC 212-80: PIPE SHALL BE DUCTILE IRON (DI) IN ACCORDANCE WITH WSDOT STD.SPEC.7-09 WITH F= m �
<br /> D E O AND DOWNSTREAfVI WITHIN 500 FEET OF THE PROPOSED PROJECT SITE SHALL BE PROTECTED FROM RESTRAINED JOINTS FOR ENTIRE LENGTH. FIRE SERVICE LINE SIZE SHALL BE VERIFIED BY CONTRACTOR'S FIRE PROTECTIQN EN�IRIEER PRIOR TO U O ~
<br /> 9. ALL CATCH BASINS IMMEDIATELY A JAC NT T W � U W
<br /> SILTATION. ' CONSTRUCTION.OBTAIN ALI.REQUIRED PERMITS FOR INSTALLATION AND MODIFICATION OF THE UNDERGROUND SPRINKLER SYSTEM SUPPLY LINE � � �
<br /> BEYONQ THE WATER MAIN, INCLUDIN6 THE UNDERGROUND FIRE DEPARTMENT CONNECTION (FDC) PIPfNG. ALL WORK SHALL.COMPLY WITH THE LATEST � � c� W
<br /> 10. ALL DlSTURBED AREAS SHALL BE PERMANENTLY STABILIZED UPON COMP�ETION OF THE WORK.THE CONTRACTOR SHALL ENSURE THAT COMPLETE , � �, �
<br /> COVERAGE OF TNE DISTURBED AREAS IS PROVIDED AND THAT GRQWTH QF THE VEGETATION IS ESTABLISHED. REFER TO DOE STORMWATER ; INTERNATIONAL FIRE CODE{IFC)AS AMENDED BY WASHWGTON STATE,CITY OF EVERETT AND NFPA 24. , a. � � W
<br /> � MANAGEMENT MANUAL FOR WESTERN WASHINGTON VOLUME II, BMP C120 FOR TEMPORARY AND PERMANENT SEEDING. � 2. PROPOSED POWER/GOMMUNICATION LINE ROUTING AND PO�E LOCATIONS SHOWN FOR REFERENCEONLY. REFER TO ELECTI�ICAL PLANS FOR DETAILS
<br /> AND SPECIFICATIQNS. RevisioNs '
<br /> ' 3. INSTALL PIPES IN ACCORDANCE WITH WSDOT STD.SPEC.7-08 AND TRENCH SECTION DETAII. ,
<br /> 4. REFER TO MECHANICAL PLUMBING AND ELECTRICAL PLANS FOR HORIZONTAL AND VERTICAL LOCATION OF UTILITY STUBS FROM BUILDING. ----
<br /> , 5. ALL EXISTING WATER SERVICE LINES AND METERS THAT WILL NOT BE UTILIZED ARE TO BE RETIRED IN ACCORDANCE WITH EVE€2ETT WATER
<br /> SPECIFICATIONS.COORDINATE IMPROVEMENTS WORK WITH EVERETT WATER.
<br /> I � SA ITARY SEWERS 1N ACCORDANCE WITH WSDOT STD.SPEC.7-17 CITY OF EVERETT DESIGN &CONSTRUC�'ION STANDARDS AND
<br /> 6. PROVIDE AND TEST N ,
<br /> TRENCH SECTION DETAIL ' -
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<br /> 7. PROVIDE AND TEST WATER MAINS IN ACCORDANCE WITH GITY OF EVERETI'DESIGN &CONSTRUCTION STANDARDS(CH.S);TH�TRENCH SECTION DETAi ,
<br /> , AND WSDOT STD.SPEC.7-09.
<br /> ' ' DATE
<br /> 0529.2018
<br /> � ' �CRA DEM�LI`f IOIV NOl"ES:
<br /> ' ' BCRA N0.
<br /> 1. THE DEMOLITION SHOWN IS NOT INTENDED TO BE AN EXHAUSTIVE LIST OF ITEMS TO BE DEMOLISHED. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY ' ' 14249
<br /> AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT.DEMOUSH, REMOVE AND LEGALLY D95POSE OF ALL EXISTING IMPROVEMENTS NECESSARY TO , �
<br /> - - ACCOMMODATECONSTRUCTION OF THEPROPOSED IMPROVEMENTS. OBTAINALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. - �' �w+wNsv:RJB oesrcNeoar:SP "
<br /> 2. ALL CO ST UCTION MATERIALS SHALL BE NEW EXCEPT FOR THOSE IDENTIFIED TO BE RELOCATED ON THE PLANS. RESTORE ANY ITEMS DAMAGED DURING , Reweweosv:JFR
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<br /> CONSTRUCTION TO THE PRECONSTRUCTION CONDITION. ' ' sHeErriT�e
<br /> 3. 'REMOVE ALL EXISTING UTILITIES WITHIN AND 10'OF THE BUILDING PAD AND BUILDING APPURTEfVANCES. PIPES YHAT WILL SERUE NO PURPOSE WITH I , GENERAL NOTES
<br /> THIS PROPOSED PROJECT WITH MORE THAN 3'OF COVER IN THE FINAL CONDITION AND DO NOT CONFLICT WITH NEW UTILITIES,STRUCTURES, ETC. MAY , ,
<br /> m BE DECOMMISSIONED AND ABANDONED IN PLACE.ABANDONED UTILITY PIPES MAY BE FILLED WITH SAND,GROUTED AND CAPPED. BACKFILL TRENCNES
<br /> � AND COMPACT TO 95%MAX DRY DENSITY, UNLESS QTHERWISE NOTED.OTHERWISE COORDINATE WITH UTILITY PURVEYORS TO ADDRESS CONNECTIONS I
<br /> o AT MAINS IN ACCORDANCE WITH UTILITY PURVEYOR STANDARDS. ,
<br /> , 0 4. LIMITS OF DISTURBANCE ARE SHOWN PAST THE PROPERTY LINE FOR CLARITY. LAND DISTURBING ACTIVITY SHOULD NOT EXTEND ONTO ADJACENT '
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<br /> �,. PROPERTIES UNLESS OTHERWISE NOTED. , ,
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<br /> � �, p COPYRIGHT 2017-BCRA,INC.ALL RIGHTS RESERVED� �
<br /> N �CF� SITE AND SIJFACING IVOTES. ��� �� �� 2 SHEET � �-
<br /> ti � � � � �
<br /> °° 1. ALL DIMENSIONS ARE TO �OTTOM FACE OF CUR� OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ' _ � � ` ` ` �' �
<br /> 00 ! �; �� $� L t.,
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<br /> , )F SHEET MEASURES LESS THAN 24"X36",IT IS�A REDUCED PRINT.REDUCE SCALE ACCORD/NGLY �
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