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HomeMy WebLinkAbout1803-1- GENERAL NOTES - 1,• "AS -BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR(S) TO THE CITY OF FONTANA AND THE COUNTY OF SAN BERNARDINO. THESE DRAWINGS SHALL DEFINE INSTALLED DRAIN SIZES AND LOCATIONS, BOTH HORIZONTAL AND VERTICAL, 2. THE CONTRACTOR(S) SHALL USE THE LATEST REVISION OF STANDARD DRAWINGS SPECIFIED ON THE PLANS. 3. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM �0 THESE PLANS AND TO THE REQUIREMENTS OF THE LATEST EDITION OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA, AND THE LATEST EDITION OF THE UNIFIED BUILDING CODE. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 4, CATCH BASINS TO BE CONS i RUCTED IN ACCORDANCE WITH THE LATEST E ITION OF STANDARD PLANS FOR F O N TA N A PUBLIC WORKS CONSTRUCTION, DETAIL 300-0 PUBLISHED BY THE AMERICAl PUBLIC WORKS ASSOCIATION, - . SOUTHERN CALIFORNIA CHAPTER, UNLESS OTHERWISE NOTED ON CONTRACT DRAWINGS. W W W w W Wuj • a a a a a a a a 5. STATIONING REFERS TO THE CENTERLINE OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. Y 6. STATIONS AND INVERT ELEVATIONS OF PIPE INLETS SHOWN ON THE PROFILES ARE AT THE INSIDE FACE OF Q CONDUIT, UNLESS OTHERWISE SHOWN. 10 7. TIES FOR CATCH BASINS SHOWN ON THE DRAWINGS ARE BASED UPON CEN ERLINE STREET STATIONING TO L V . ENTERLINE OR TIE LINE OF CATCH BASINS, UNLESS OTHERWISE SHOWN. 8. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO w n >_ Q JURU PA = �3 START OF ANY WORK WITHIN THE CITY LIMITS, OR FROM THE COUPITY OF $AN BERNARDINO FOR THE PORTION U O OF WORK WITHIN THE COUNTY JURISDICTION. - _ _ PHASE TF1z aD9. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE 0 CURB AND/OR GUTTER, THESOUTHRIDGE VILLAGE CONTRACTORS) SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COM LETION. -- MARLAY OFF- SITE IMPROVEMENTS w AVE, r a PROJECT 10. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY, SURVEY MONUMENTS, STREET , �Yy�yF AREA CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY RIVERSIDE RD, _�`� _�I!�'_ 1 d1 ovQAcl \�I AN BERNARDINO CO. W i .......... - MT. MUM �AtPK ! ARE OR ARE NOT ? NOWN ON THE PLANS. � _ m _ RIVERSIDE CO. 11, ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED JURUPA H ILLS IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS; UNLESS bTHERWISE SHOWN. JL 12. ASPHALT CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS FOR THE REPLACEMENT OF ANY ASPHALT Y • Q W gp i CONCRETE REMOVED SHALL BE EQUAL TO THE ORIGINAL THICKNESS BUT NOT LESS THAN 3" A.C. OVER 6" W Im Ill Q U CLASS II AGGREGATE BASE UNLESS OTHERWISE NOTED. • ! p W W JI > WI Q W, Z W 1 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL `, > > W Q > I > Q I �' W ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TQ THE STORM DRAIN. ANY Q Q Q Q Q Q W Q z, Q V C N I TY Mi A P W V OJ ` DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION, THE CONTRACTOR(S) � "_� N.T.S. AGREES TO BE FULLY RESPONSIBLE FOR HIS FAILURE TO EXACTLY L_ AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SHT, 4 SHT, 5 SHT, 15 ' HT. 9 SHT, 14 SHT I I HT SHT. 13 SHT 14 14, THE CONTRACTOR(S) SHALL CONTACT UNDERGROUND SERVICE ALER AT 1.800-422-4133 PRIOR TO r., � 1 00 JURUPA AVE. _ 1 I; COMMENCING WORK.- ► W - 15. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR(S), UNLESS OTHERWISE NOTED. - > W -3 S 16. SANITARY SEWERS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE SUPPORTED IN ACCORDANCE WITH I > LACFCD STANDARD DRAWING NO. 2-D173.1 TO .3 AND ENCASED PER GENERA NOTE 1 ON LACFG�D STANDARD N H Q ! DRAWING N0.2 -D173 1. _ DECLEZ _ CHANNEL 17, CONSTRUCTI� �N SIGNING LIGHTING AND BARRICADING SHALL BE PROVIDED O ALL PROX TS AS REQUIRED Y' JC' cn - CITY STANDARG.: OR AS DIRECTED BY THE ENGINEER. AS A MINIMUM, ALL CO STRUCTION SIGNING, LIGHTING �' (� AND BARRICADING: SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA, DE ARTMENT OF TRANSPORTATION Q S a "MANUAL OF TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF WORK yT Q UPON HIGHWAYS", LATEST EDITION, - � ' 3 -j V W 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE EFFECTIVELY V 1 t 0 V 0 GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS (L r THAN FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND - t MOVEMENT MAY BE EXPECTED. , W , F-' �+ )p� 19. TRENCH SAFETY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. W -'�- _ A 20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR�RENCH WORK AS DESCRIBED IN. NOTE 8 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SECTICN 306-1,1.6. _ 21. ADEQUATE STAKES SHALL BE SET BY THE OWNER TO ENABLE THE CONT CTOR(S) TO CONSTRUCT THE _ WORKS TO THE PLAN GRADES, REFERENCE DOCUMENTS ) 22, IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED, A SYSTEM AP ROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER 23. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURERS' SUGGESTED METHOD D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION �• I = 700 UNLESS OTHERWISE SPECIFIED ON THE PLANS. BUILDING NEWS INC., 3055 OVERLAND AVE., 1 y ! 24. ALL PIPE IN OPEN TRENCH SHALL BE BEDDED ACCORDING TO LACFCD STANDA D DRAWING NO. 2-D177, CASE III, LOS ANGELES, CALIFORNIA, 90434 UNLESS OTHERWISE NOTED. - _ INDEX OF- SHEET'S STANDARD PLAN 225-0 -BLANKET PROTECTION FOR PIPES (SEE SHEET N0,18)- ( CONSTRUCTION NOTES 4 25, NO CONCRETE SHALL BE PLACED UNTiL FORMS AND REINFORCING STEEL HAS, BEEN PLACED, INSPECTED, AND STANDARD PLAN 300-0 -CURB OPENING CATCH BASIN SEE SHEET N0.18) e� APPROVED. i SHT # DESCRIPTION i w 1 j _ _ - - COUNTY OF LOS ANGELES,--__-_.�__�_-_____---.-_--- _ 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL _ ADJOINING CURBS PULIC WORKS DEPARTMENT A 1/ G�� 1 ' CONCRETE - BULKHEAD PER DETAIL ON SHT. 18. AND SIDEWALKS. LOS ANGELES COUNTY FLOOD CONTROL DISTRICT - I P.O. BOX 1460, 1, INDEX MAPF El SEE PROFILE ON SHEET 2, ALHAMBRA, CA., 91802-1460 • - 27, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR, I µ ,, •" f= -,,f ..y , < � ' i. � ', rl 28. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. DESIGN MANUAL 3 SEE PROFILE ON SHEET 5 • 2, LIVE OAK�'A 0 60.40 TO STA. 10+3 STANDARD DRAWINGS 29. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE AND SHALL BE NO. 2-D96 - STANDARD DROP STEP (SEE SHEET NO. IB) 4 SEE PROFILE ON SHEET 8 • RAISED TO GRADE BY PAVING CONTRACTOR(S) AFTER COMPLETION OF PAVING. NO.2-D104 - MANHOLE NO.3 (SEE SHEET NO. 19) 3. LIVE. OAK LATERAL - STA. 200+00 TO STA. 206+29 23 NG, 2-D107 - CONCRETE RING$, REDUCER & PIPE FOR MANHOLE SHAFT (SEE SHEET NO, 19 ) 30. A EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD O.2 -D112 - JUNCTION STRUCTURE NO.2 (SEE SHEET NO, 19) SEE PROFILE ON SHEET 21, F 4. JURUPA -STA, 10+31.33 TO STA. 18+70.00 , SPECIFICATIONS. NO. 2-D171 - STANDARD A-615 REINFORCING BARS (SEE SHEET 19) N0.2 -D184 -MANHOLE N0.2 (SEE SHEET N0.19) = � SEE PROFILE ON THIS SHEET. 4A. JURUPA- STORM DRAIN .MANHOLE NO. - JUNCTION STRUCTURE NO. 5. JURUPA - STA, 18+70.00 TO STA. 23+ 18.97 •, 31. STANDARD FRAMES AND COVERS FOR MANHOLES AND CATCH BASINS SHAL CONFORM TO CITY FONTANA , (SEE SHEET N0,20) y STANDARD DETAIL 109. N0.2 -D193 -JUNCTION STRUCTURE N0, 4 (SEE SHEET N0,20) us -! NO.2-D235 - TRANSITION STUCTURE NO.1 (SEE SHEET NO, 20) [71 SEE PROFILE ON SHEET 2Z. I 6. BEECH - STA. 21 +44.93 TO STA. 30+00.00 32. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS AS SHOWN ON THE DRAWINGS NO. 2-D239 - TRANSITION STRUCTURE NO.2 (SEE SHEET N0,20) N0.2 -D393 -CONCRETE COLLAR (SEE SHEET NO.20) ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE>> ,. C NO. 2-D415 - LOCAL DEPRESSION NO. (SEE SHEET NO. ! 7, BEECH -STA. 30+ O.OQ TO STA. 38+00.00 ' CATCH BASIN, UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR OTE SPECIFICALLY INDICATES 7 TEMPORARY DROP INLET. p (V OTHERWISE, IN ALL CASES, THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO NO, 2-D472 -STANDARD 24 -INCH MANHOLE FRAME AND COVER (SEE SHEET N0.20} ' . z `'` BEECH- STA, 38+00.00 TO STA. 41 +05.00 ! MEET FIELD CONDITIONS. _ 8 LOCAL DEPRESSION N0.313-0, CASE A. 8. � a 33. ALL CATCH BASINS AT STREET INTERSECTIONS SHALL BE CONSTRUCTED SUCH THAT THE LOCAL DEPRESSION 0 BEGINS OR ENDS AT THE B.C.R. OR E,C,R., UNLESS OTHERWISE SHOWN. METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA (MWD) - P.O. BOX 54153, O LOCAL DEPRESSION NO. 313-0, CASE B. 9. ELM - STA, 30+61.38 TO STA. 38+00.00' 1111 SUNSET BLVD., PRIVATE ENGINEER'S NOTICE TO CONTRACTOR(S) LOS ANGELES, CA., 90054 '•f 1Q LOCAL DEPRESSION N0, 313-0, CASE E. 10. JURUPA -STA, 38+00.00 TO STA. 47+77.5.3 1, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON C-9547 TYPICAL SUPPORT FOR DISTRICT PIPELINE (SEE SHEET NO. 18) THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. T.S. NO. 1 PER LACFCD STD, DWG. 2-D235. -11, CATAWBA - STA, 60+59,60 TO STA. 65+23.82 STATE OF CALIFORNIA - 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATUR OF EXISTING GROUND AND/OR BUSINESS, TRANSPORTATION AND HOUSING AGENCY THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION ' AREA IMMEDIATELY PRIOR TO DEPARTMENT OFLTRANSPORTATION (CALTRANS) t i 12 T.S. N0.3 PER LACFCD STD, DWG. 2-D188. 12. CITRUS -STA, 69+91.27�T0 STA. 75+13 61 CONSTRUCTION. CENTRAL PUBLICATION DISTRIBUTION UNIT -_ 6002 FOLSOM BLVD., i i 3. THE CONTRACTOR(S) IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR SACRAMENTO, PA., 95819 13 J.S. NO. 1 PER LACFCD STD, DWG. NO. 2-D189. 13. JURUPA - STA, 80+40.50 TO STA. 89+00.00 STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CCNTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK, STANDARD PLANS - D75 -PIPE INLETS (SEE SHEET N0,16) 14 J.S. NO.2 PER LACFCD STD, DWG. N0.2 -D112. 14, JURUPA -STA. 89+00.00 TO STA 96+80.00 _ 4. THE CONTRACTOR(S) SHALL UNCOVER ALL UTILITIES THAT THEY MAY BE JOINING, CROSSING OR PARALLELING TO VERIFY BOTH HCRIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR . - s � � - � � � PRIOR TO ANY CONSTRUCTION, f (15 J.S. N0.3, CASE 1, PER LACFCD STD. DWG. NO.2-D191. 15. JURUPA -STA, 96+$0,00 TO STA 9$-� 62 DISCREPANCY SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION OTHERWISE THE OWNER CONTRACTOR(S) ACCEPTS ALL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS. -,OF �� CONSTRUCTION. CITY OF FONTANA GENERAL TELEPHONE COMPANY 16 J.S. NO. 3, CASE 2, PER LACFCD STD. DWG. NO. 2-D191. 16. DETAILS 8353 SIERRA AVENUE 245 NORTH MOUNTAIN VIEW AVENUE FONTANA, CALIFORNIA 92335 POMONA, CALIFORNIA 91766 17 J.S. NO. 4, CASE 1, PER LACFCD STD, DWG. NO. 2-D193. 17. DETAILS - METROPOLITAN WATER DISTRICT OF SOUTHERN 724\350-7610 800\422-4133 y i CALIFORNIA CONSTRUCTION REQUIREMENTS SOUTHERN CALIFORNIA GAS COMPANY SAN BERNARDINO COUNTY FLOOD DISTRIBUTION w I8 CONC. COLLAR PER DETAIL ON SHEET 20. 18. DETAILS THE CONTRACTOR/S) SHALL PERFORM NO WORK WITHIN M.W.D. RIGHT-OF-WAY OR PR PERTY UNTIL HE OBTAINS THE FACILITIES CONTROL AND WATER CONSERVATION 570 4TH STREET DISTRICT NECESSARY PEI ih(IIT, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D. REQUIREMENTS P.O. BOX 6226 825 EAST THIRD STREET I9 MANHOLE NO. 2 PER LACFCD STD, DWG, N0, 2-D184. 19. DETAILS ;! WHILE WORKING WITHIN THE RIGHT-OF-WAY, METROPOLITANS PIPELINE IN THE AREA F THIS PROJECT IS ADEQUATE O FOR AASHT0 H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE IS BETWEEN 4' AND 12'. IF TEMPORARY SAN BERNARDINO, CALIFORNIA 92408 SAN BERNARDINO, CA, 92408 OVER OVER THE PIPELINE DURING MASS GRADING OPERATIONS IS BETWEEN 3 AND 4. EQUIPMENT MUST BE 714 884-9411 800 422-41..3 714 383-1665 \ \ \ 20 MANHOLE NO. 3 PER LACFCD STD, DWG. NO, 2- D 104. ��2� ---DETAILS RESTRICTED QUIPMENT MOST BE RESTRICTED TO TO T WHICHIMPOSES S LOADING. IF THE THAN COVER IS BETWEEN 2' AND 3'. SOUTHERN CALIFORNIA GAS CO, PACIFIC TELEPHONE & TELEGRAPH THAT WHICH IMPOSES GREATER THAN0 EN THAT OF A CATERPILLAR D-4 TRACK TYPE TRACTOR, IF THE COVER IS LESS THAN 2' ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR(S) - TRANSMISSION DEPARTMENT OMPANY M wol _ _ 21. LATERAL PROFILES PROPOSES TO USE ANY EQUIPMENT OVER M.W.D. PIPELINE WHICH WILL IMPOSE GREATER THAN AASHTO H-20. IT WILL BE 2191 BRICH STREET 3073 ADAMS STREET r -tMANHOLE NO. 4 PER LACFCD STD. DWG. NO. 2-- D 113, BREA CALIFORNIA 92621 RIVERSIDE CALIFORNIA 92504{NECESSARY TO SUBMIT THE SPECIFICATIONS OF SUCH EQUIPMENT TSO MR, _JIM HALE 213\250-6564 FOR REVIEW AND �M'�J'-' 22. LATERAL PROFILES 714\529-2889 800\42? -4133 714\359-2585 800\422-4133 }APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS USE. THE CONTRACTORS) IS ALSO RESPONSIBLE FOR r " CONTRACTING MR, ART KNOOP 213\250-6432. TWO (2) WORKING DAYS PRIOR TO STAR OF WORK WITHIN THE M.W.D. 'r- 1 , ,\ 22 CATCH BASIN PER APWA STD. DWG, NO. 300-0, ' SOUTHERN CALIFORNIA EDISON CO. METROPOLITAN WATER DISTRICT RIGHT-OF-WAY. 23, SUMMARY OF QUANTITIES r 1351 FAST FRANCIS AVENUE OF SOUTHERN CALIFORNIA P.O. BOX 513 , (213)\250-6432 __ s 714 947.2996 -- UNDERGRCUND ONTARIO, CALIFORNIA 91761 -_ 24, SUMMARY OF QUANTITIES \ POWER 714\875-5100 -- TRAN$MISS,ON' R- C. 4' 11,54-9 213\637-1233'J<iQ 800\422-4133 -- PIPELINES COMCAST CABLEVISION rJ( 1257 W. BROOKS STREET ONTARIO, CALIFORNIA 91762 ,, • 714\983-9895 1"�` � ,• . - - - - OF FONTANA, CALIFORNIA APPROVED BY'BENGH MARK C��TYARCAOIA (818)447-5494 .,� �. ,ASL olnsulting� --�`N©. X74320 E AT THE INT. OF � ._ '- SANTA ANA (724)250-5525 <c, , •,:. r �` � R.R. SPIKE ON P.P -' - M SPRINGS af ,; JURUPA AVE. AND MULBERRY AVE. PUBLIC WORKS D EPA R-TMENT. PAL SRI GS _ �. : , __.MOM RANCHO CIICARONGA (714)989-8983 J. - E�•... V• $18.40 � DRAWN BY , SCALE "/? c Rp I�RAw t N 7" 9 -30-q a.Iy. a � � A, , t , � _ _ • � SOUTH R I �' G E VILLAGE A' 0 E f R. E. 11543 CAMARILLO (805)388-2344 yl _ r' .LV N ( 40DED SyT, ¢,4 OF'24 % .0 59 31-q� WILLIAM D. IS EXP 6-30-89 '� - I` - ENGR, CITY ( , ,: ���Ir �� ,�,.. ��aR . DE$JGN D BY DATA ..�. , �F T • N0. DESCRIPTION DATE DATE 4�, ,.; �+ �,►_ ¢ �� f� - � 1 L � , E T API APPR, DESIGNED BY - N., - SCALE FILE NO. , ,� O, CHECKED BY^MT. AS SH �rE p,- �'`:% CHECKED BY J/�/gig t o.: H CITY OF FONTAN- A I f it A b N °S EET DATE_ FEB 1987 OWN 1400,91 r CAI.. R E V I S f 0 N S =;- D�...-� C) .� oF DRAWN 8Y _ �/�/ = APPROVE[ C T ' ,_ NEk4 -- -- ' .25126- FORD GRAPHICS 100406 _ lR -