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HomeMy WebLinkAbout5746-199HERAL NOM FOR SEWER NEROVEMM PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). 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 BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. 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 SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. HOLD HARMLESS _ INDEMNIFICATION CLAUSE= THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND STRUCTURES= ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO COFACTOR= CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BASIS GIF BEARINGS: BENCH MARK: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANEC17Y OF FONTAM BENCIIAWK N0. "508 * COORDINATE SYSTEM (CCS83), ZONE 5, NORTH TOP OF 1 " IRON PIPE AT AMERICAN DATUM 1983 (NAD83) BASED CENTERLINE INTERSECTION TOKAY LOCALLY ON CONTINUOUSLY OPERATING AV E N U E REFERENCE STATIONS (CORS) 'EWPP" AND AND MILLER AVENUE. "GISA " AS BE/NG SOUTH 82'35'10.9410" EAST (BASIS OF BEARINGS) (GRID) AND REPRESENTED EZEY�IT/ON = %342.73 FEU<NG'2% 29 / 1968 HEREON BY THE CENTERLINE OF VALLEY BOULEVARD AS BEING NORTH 89°32'13" EAST. (2010.0 EPOCH) FONTANA., CA IFORNIA It- -PROPERTY LINE R/W -RIGHT OF WAY q -CENTERLINE ARCH. -ARCHITECTURAL T.C. -TOP OF CURB F.L. -FLOW LINE F.S. -FINISH SURFACE T.S. -TOP OF CONCRETE SLAB H.P. -HIGH POINT F.F. -FINISH FLOOR R.D. -ROOF DRAIN R.C.P. -REINFORCED CONCRETE PIPE INV. -INVERT S = -SLOPE F.G. -FINISH GRADE S.D. -STORM DRAIN T.R. -TOP OF RAIL ST.LT. -STREET LIGHT G.B. -GRADE BREAK H.P. -HIGH POINT H -HEIGHT OF RETAINING C.F. -CURB FACE B.W. -BACK OF WALK L.S. -LANDSCAPING A.B. -AGGREGATE BASE P.V.C. -POLYVINYLCHLORIDE C.I.P. -CAST IRON PIPE F.H. -FIRE HYDRANT P.P. -POWER POLE C.B. -CATCH BASIN R= -RATE OF GRADE B.C.R. -BEGINNING OF CURB RETURN E.C.R. -END OF CURB RETURN L.P. -LOW POINT S.W. -STEM WALL T.O.P. -TOP OF PIPE B.O.P. -BOTTOM OF PIPE R -RATE OF GRADE T.F. -TOP OF FOOTING T.W. -TOP OF WALL C.M.B. -CRUSHED MISC. BASE S.F. -SQUARE FEET (0.00) -EXISTING ELEVATION B.O.W. -BOTTOM OF WALL T.G. -TOP OF GRATE N.G. -NATURAL GRADE TOP -TOP OF SLOPE TOE -TOE OF SLOPE E.P. -EDGE OF PAVEMENT A.C. -ASPHALT CONCRETE C.L.F. -CHAIN LINK FENCE CONC. -CONCRETE PKWY DRAIN -PARKWAY DRAIN H.C. -HANDICAP EXIST. -EXISTING TRANS PAD -TRANSFORMER PAD BLDG -BUILDING M.H. -MANHOLE T.B. -TOP OF BERM T.E. -TRASH ENCLOSURE P.C.C. -PORTLAND CEMENT CONCRETE D.W.P. -DEPARTMENT OF WATER AND POWER A.P.W.A. -AMERICAN PUBLIC WORKS ASSOCIATION SPPWC -STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DIAL O- DAYS BEFORE BEFORE YOU DIG Y,YOU DIG iffinlow i�� SCALE:1 "=100' LEGENDS FH EXIST. FIRE HYDRANT _ _-cATV-- - - EXIST. CABLE TV CONDUIT wMo EXIST. WATER METER EXIST. EDGE OF A.C. PAVEMENT �I EXIST. WATER VALVE EXIST. CURB AND GUTTER GAS V. O EXIST. GAS VALVE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. SIERRA LAKES Loa PAGES544o J-4MAP VICI ill? Y MAP NOT TO SCALE 0- CONSTRUCT 6" VCP SEWER LATERAL 2O- CONSTRUCT 6" SEWER CLEANOUT PER CRY OF FONTANA STD. 2005 3O- CONSTRUCT SEWER CLEAN OUT 80X PER CITY OF FONTANA STD. 2006. 4O- CONSTRUCT STANDARD PAVING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. O- CONSTRUCT SEWER CHIMNEY PER SPPWC STD. PLAN . N0. 220-3. k r -7 47 LF 1 EA 1 EA 83 SF 99 LF SHEET INDEX 1 TITLE SHEET - GENERAL NOTES, CONSTRUCTION NOTES & LEGENDS 2 HIGHLAND AVE - 6" SEWER LATERAL PLAN AND PROFILE THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTIO f •' • CITY OF FONTANA: 0350-7610 CABLE:TIME WARNER •i• * • SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 FONTANA WATER COMPANY: .0. SOUTHERN i`NIA EDISON COMPANY:919928-8270 ® '4 41 41 * R.C.E. NO. 56155 �Exp. 12-31-18 � Q- 9�F e l V iL ®Q�= Prepared Under The Supervision Of Thienes Engneer®ng, Inc. CIVIL ENGINEER/NG • LANs SURVErrNG 14349 FIRESTONE BOULEVARD LA M/RADA, CALIFORNIA 90638 PH.(714)521-4811 FAX(714)521-4173 ft REINHARD STEN S 8" EXIST. SANITARY SEWER - - GUY WIRE/DEADMAN P 0 24" SD at w - - EXIST. STORM DRAIN PP EXIST. POWER POLE 0 a G3» EXIST. GAS LINE - ►-� EXIST. TRAFFIC SIGNAL :r T EXIST. TELEPHONE CONDUIT • -L11 EXIST. CROSSWALK SIGNAL SEWER IMPROVEMENTCal PLAN sLB w1 Q" EXIST. WATER LINE o STREET LIGHTING BOX ---. EXIST. STREET LIGHT -°c�R EXIST. CONTOUR SDMH a D.D. NEW PIPE LINE 0 EXIST. STORMDRAIN MANHOLE DESIGNED BY: D.D. 16800 SOU HIGHLAND AVENUE AAD k4A 100-7e) - - -- PROPERTY LINE sMH CHECKED BY: PPR E -- © • �� EXIST. SEWER MANHOLE 1 1 o VST. DATE: 741(o1 NEW FIRE HYDRANT EXIST. VAULT a NEW WATER METER --- EXIST. SIGN ® NEW WATER VALVE • TREE 4 NEW THRUST BLOCK TSB ❑ EXIST. TRAFFIC SIGNAL BOX 0 NEW SEWER MANHOLE GM 0 EXIST. GAS METER O NEW SEWER CLEAN OUT MB0 EXIST. MAIL BOX a NEW SEWER MANHOLE NEW CATCH BASIN TMH EXIST. TELEPHONE MANHOLE � CONSTRUCTION NOTES BUBBLE X 1854.69 EXIST. GRADE ELEVATION ��`'`•... PROPOSED CONTOUR SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. SIERRA LAKES Loa PAGES544o J-4MAP VICI ill? Y MAP NOT TO SCALE 0- CONSTRUCT 6" VCP SEWER LATERAL 2O- CONSTRUCT 6" SEWER CLEANOUT PER CRY OF FONTANA STD. 2005 3O- CONSTRUCT SEWER CLEAN OUT 80X PER CITY OF FONTANA STD. 2006. 4O- CONSTRUCT STANDARD PAVING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. O- CONSTRUCT SEWER CHIMNEY PER SPPWC STD. PLAN . N0. 220-3. k r -7 47 LF 1 EA 1 EA 83 SF 99 LF SHEET INDEX 1 TITLE SHEET - GENERAL NOTES, CONSTRUCTION NOTES & LEGENDS 2 HIGHLAND AVE - 6" SEWER LATERAL PLAN AND PROFILE THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTIO f •' • CITY OF FONTANA: 0350-7610 CABLE:TIME WARNER •i• * • SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 FONTANA WATER COMPANY: .0. SOUTHERN i`NIA EDISON COMPANY:919928-8270 ® '4 41 41 * R.C.E. NO. 56155 �Exp. 12-31-18 � Q- 9�F e l V iL ®Q�= Prepared Under The Supervision Of Thienes Engneer®ng, Inc. CIVIL ENGINEER/NG • LANs SURVErrNG 14349 FIRESTONE BOULEVARD LA M/RADA, CALIFORNIA 90638 PH.(714)521-4811 FAX(714)521-4173 ft REINHARD STEN P 0 at w 0 a C ITY 0 F FO NTANA, CALI FO R NIA :r 65 SEWER IMPROVEMENTCal PLAN DRAWN BY: TITLE SHEET SCALE: a D.D. GENERAL NOTES, CONSTRUCTION NOTES & LEGENDS FONTANA MAZDA AS SHOWN DATE: 00 cqr DESIGNED BY: D.D. 16800 SOU HIGHLAND AVENUE AAD k4A 100-7e) toPA CHECKED BY: PPR E -- © • �� DRAWING NO.: 1 1 o R'S'ITY DATE: 741(o1 2130 ENGINE R.C.E. 51152