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Home My WebLink About3741-1STREET IMPROVEMENT NOTES 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. 1 1. 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. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. 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. 18• 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23-A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO N OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. to 1-1 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CD Cq STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 0 I TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CITY OF FONTANA STREET IMPROVEMENT PLANS TRACT 16325 GRAPHIC SCALE INDEXMAP 150' 0 75' 150' 300' 1 "--- 501111MMEMMMIJ =150' SCALE. 1" =150' 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 25.. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TD THE ENGINEER AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. V) DETA I LS. V) BASIS OF BEARINGS: LEGAL DESCRIPTION: 1-1 BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 1/4 BEARINGS ARE BASED ON THE WESTERLY LINE OF OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO. E AS SHOWN ON THE AMMENDING MAP OF TRACT 13750 FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH c 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY E RECORDER. OF SAN BERNARDINO COUNTY, BEING NORTH 00°30'24' WEST. BENCH MARK: REV. REVISION DESCRIP11ON ul DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q O CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE i SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 N FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 CD 1 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU D I G MWDSC 3 INCH BRASS DISK STAMPED °33A 19921. TOLL FREE 1-800-227-2600 LO o NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / 2CCc�/2D ORS w/N� OWNER/DEVELOPER I SOIL ENGINEER UTILITY PURVEYORS WATER WEST VALLEY WATER DISTRICT 5,885 855 W. BASELINE 1,095 RIALTO, CA 92377 SEWER CITY OF FONTANA 18 8353 SIERRA AVE. 84 FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY O 800 W. CIENEGA AVENUE 4O SAN DIMAS, CA 91773 GAS THE GAS COMPANY 5O 16231 VALLEY BOULEVARD 6O FONTANA, CA 92335 TELEPHONE VERIZON SO 16071 MOJAVE DRIVE, BLDG. B MOC MIDDLE OF CURVE VICTORVILLE, CA 92392 CABLE ADELPHIA COMMUNICATIONS MOVC MIDDLE OF VERTICAL CURVE 1500 S. AUTO CENTER DRIVE 10 ONTARIO, CA 91761 Centex Homes AL.BUS-KEEFE and ASSOC., INC. 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET Corona, CA 92880 ANAHEIM, CA 92806 Ph: (909) 279-4000 Ph: (714) 630-1626 Fax: (909) 273-2100 Fax: (714) 630-1916 DATE I ENGR. I CITY I DATE 041goll yly1110 �OQROFESS Q- �5 D c � N m 983 M � EXP. 03/31/12 s'T CIVIL �P 9rF0F CAl1F��0 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 REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ATTENTION: LON TSAI TELEPHONE. (909) 875-1804 ATTENTION: BRIAN WREN TELEPHONE: (909) 350-6632 ATTENTION: JEFF BURT TELEPHONE. (909) 592-3737 ATTENTION: STEVE ROBLES TELEPHONE. (909) 428-8407 ATTENTION: FRANK ANGUSTAIN TELEPHONE: (760) 245-0330 ATTENTION: LEWIS MCDONALD TELEPHONE. (909) 975-3343 SEAL -ENGINEER oQvFESS/o V � 2 w NO. C041983 � EXP. 3/31/06 s� CN k �P 9TF OF CNS\�� I ROADRUNNER ROAD i AVENUE� ,�P'�F'�� )ITE LOCATION COYOTE CANYON ROAD DUNCAN CANYON ROAD `- RD CREEK SUMMIT I \� DUNCAN CANYON AVENUE ROAD WCIMTY MAP N. T.& CONSTRUCTION NOTES 1A CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 5,885 SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 1,095 4" A.C. - 139,500 SF 1 B CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 18 SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 84 4.5" A.C. - 4,580 SF _ 2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) FL FLOW LINE PER STD. PLAN NO. 1015 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER $TD. PLAN NO. 1006 6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 SO CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) MOC MIDDLE OF CURVE PER STD. PLAN NO. 1016 O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS MOVC MIDDLE OF VERTICAL CURVE PER STD. PLAN NO. 1005 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139 1 1 INSTALL STREET NAME SIGN WITH STOP SIGN (R1-1) BELOW PER STD. DETAIL 139 12 REMOVE BARRICADE 13 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE 14 ADJUST MANHOLE RIM AND COVER TO GRADE 15 SAWCUT EXISTING PAVEMENT 16 CONSTRUCT 1-112" A.C. OVERLAY LEGEND AND BE -RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A QUANTITIES 3.345 TONS 125 TONS 5,885 LF 1,095 LF 34,142 SF 10 EA 4,795 SF 180 LF 20 EA 1 1, 772 SF 2 EA 7 EA 84 LF 26 EA 18 EA 84 LF 1606 SF 0-0 STREET LIGHT CITY OF FONTANA, CALIFORNIA I } STREET NAME W/ STOP SIGN ENGINEER'S NOTICE TO CONTRACTORS BELOW STREET IMPROVEMENT PLANS -{- STREET NAME SIGN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR - - - - RIGHT OF WAY STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES ----- TRACT BOUNDARY NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR DESIGNED BY: OS IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL - - - -- CROSS GUTTER FLOW BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO DIRECTION OF STREET FLOW WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, FL FLOW LINE AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED TC TOP OF CURB UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S FS FINISH SURFACE RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY GB GRADE BREAK COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO MOC MIDDLE OF CURVE DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE CIL CENTERLINE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY MOVC MIDDLE OF VERTICAL CURVE IDENTIFICATION NUMBER ISSUED BY U.S.A. BVC BEGIN VERTICAL CURVE THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE EVC END VERTICAL CURVE p(,gNS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE XGUT CROSS GUTTER THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE BC BEGIN CURVE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. EC END CURVE THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE BCR BEGIN CURB RETURN CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION ECR END CURB RETURN AND BE -RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. -ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PIANS WHICH IS TAN GR. TANGENT GRADE NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS PVI POINT OF VERTICAL INTERSECTION INCLUDED IN THE OTHER ITEMS OF WORK. PI POINT OF INTERSECTION OC ON CURB VC VERTICAL CURVE PRIVATE ENGINEER NOTE SHEET INDEX CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 1 TITLE SHEET/VICINITY MAP/INDEX MAP/NOTES WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 2 TYPICAL STREET SECTIONS/DETAILS CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 3 MILLBROOK WAY -STA 9+98.00 TO STA 17+19.47 DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 4 PEPPERWOOD LANE -STA 10+56.67 TO STA 18+45.44 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT PEPPERWOOD LANE -STA 18+41.27 TO STA 19+66.73 THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY 5 CRIMSON STREET -STA 9+99.811.70 STA 18+00.00 AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND g CRIMSON STREET -STA 18+00.00 TO STA 25+34.33 CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 7 DEERWOOD LANE -STA 10+49.91 TO STA 12+02.33 ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION CROSS CREEK WAY -STA 10+00.00 TO STA 11+34.33 WITH THE PERFORMANCE OF WORK ON THIS PROJECT, DOVE VALLEY COURT -STA 10+00.00 TO STA 11+83.42 EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. AEI-I�CASC CITY OF FONTANA, CALIFORNIA I COYOTE CANYON TRACT 16325 E I\I G I I\l E E R I I",1 G DRAWN BY: STREET IMPROVEMENT PLANS SCALE: 937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324 P (909j__ -7,8a,_-0101 FAX 909 783-0108 OS / ,TI -E SHEET AS SHOWN ABOVE DESIGNED BY: OS DATE: AUGUST, 2004 PREPARE BY: R COMM! R. C. E. NO. 41983 EXP. D E: 3/ DATE: d%ZD'4� CHECKED BY: SBC J Al 7AkVED : ' r DRAWING NO.: 3741 1 7 ITY E G EER R.C.E. 51152 DATE: