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Home My WebLink About3441-1GENERAL NOTES Q Q Z) i � V v 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA S TREE T /MPRO VEMEN TS UPON /NSPEC 77ON OF THE SI 7F, THE Cl TY ENGINEER MA Y REQUIRE s STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD B. C. TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC77ON ("GREEN BOOK"). LOS CEDROS A V B. V. C. ALL REFERENCE SPEC/FICA TIONS AND STANDARDS SHALL BE THE LA TEST ED177ON CITY OF FONTANA PACIFIC BELL CO. UNLESS OTHERWISE NOTED. THE FINAL LOCA 77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 2 WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE C. B. 77ME OF CONSTRUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK; THE CONTRACTOR 3939 E.CORONADO STREET C. L. SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. FONTANA, CA 92335 J. ALL MATERIALS AND METHODS ARE SUBJECT TO TE APPROVAL OF THE CITY ENGINEER. v�l!/Jl11�v�r1.� �✓1 JJl ��.i 4. CONS7RUC77ON PERM/TS SHALL BE OBTAINED FROM THE CITY OF FONTANA E. P. EX1S77NG CONCRETE. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR INDICATES SLOPE Z 1 27. TO THE START OF ANY WORK. INSPECT/ON COORDINATION SHALL BE REQUESTED - - - - - COMCAST (CABLE TV) AT LEAST TWO WORKING DAYS PRIOR TO 774E START OF ANY WORK IN PUBLIC LOCATION OF WE SEWER LATERAL. ATTN. GREG GASPAR RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 99 FLOW LINE 16231 VALLEY BLVD. O - 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 100 ONTARIO, CA. 91761 PROCEDURES DESCRIBED IN 7HE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST INSPECTED AND APPROVED. (909) 428-8411 NON -METRIC EDI 7701V UNLESS -07HERWiSE-DIRECTED BY 77 -1E -CITY 7RAFFIC ENGINEER. fl I I 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, EDGE OF PA VEMEN T INV. DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES GENERAL TELEPHONE COMPANY 30. w 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA77ON OR TRENCH WORK FOR Q 101 PLACEMENT TRENCHES 5 FEET OR" GREATER IN DEP7H FROM THE "CALIFORNIA STA IF DIVISION OF v P.C.C. INDUSTRIAL SAFETY. i 8. 774E WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEP7N SHALL BE `y (909) 820-5598 UNDERGROUND GUARDED BY SHORING, SLOP/NG OF 174E GROUND OR OTHER APPROVED MEANS PURSUANT TO THE r I I 102 '-'�►l.1 � AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SO/LS TESTS TAKEN AFTER REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07EN77AL EXISTS _ TAN. FOR GROUND MOVEMENT. 9. WI NO MATER/AL OR EQUIPMENT SHALL BE STORED IN 774E PUBLIC RIGHT-OF-WAY THOU Q r�3 (213) 637-1233 PIPELINES OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. i 10. TE LOCAT70NS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA770N.�-- . HOWEVER, IT SHALL BE 774E RESPONSIBILITY OF THE CON7RACTOR TO DETERMINE, IN THE 104 8440 NUEVO AVENUE FIELD, THE TRUE LOCA7TON AND ELEVA77ON OF ANY EXIS771VG UTILITIES AND TO EXERCISE {,- PROPER PRECAUTION TO AVOID DAMAGE ]HERETO. THE CON7RACTOR SHALL CONTACT UNDERGROUND � ALL. MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISHED SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA 770N. l� t 11. THE CON7RACTOR SHALL COORDINATE CONSTRUCTION WITH ALL U77LITY COMPANIES INCLUDING, i 105 FAX. (909) 823-5045 BUT NOT LIMITED TO, GAS, TELEPHONE, ELEC7R/C CABLE 1ELEWS/ON, LANDSCAPING, LANDSCAPE (619) 868-6040 IRRIGATION, DOMES77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CON7ROL - AND E �- UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, CALTRANS. ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS N077CE PR/OR TO WORK AROUND THEIR FACILI TIES g LOS_CEDWS 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT - APPROPRIAIF AGENCY AUTHORIZA770N. CONTRACTOR SHALL COORD/NA 7E WITH 774E APPROPRIAIE I 35. WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. AFFECTED BY THE CONSTRUC77ON TO THE SA77SFAC77ON OF 7HE Cl TY ENG/NEER. p n Q) f 13 CURVE DATA REFERS TO THE FACE OF CURB. U 0 RECORD DRAWINU 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, 14. STAT/ONING REFERS TO THE CEN 7FRLINE OF S7REETS EXCEPT WHERE OTHERWISE NOTED. 1 Q WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. IV 15. ADEQUATF CONSTRUC77ON CON7ROL STAKES SHALL BE SET BY INE ENGINEER 70 ENABLE V L 2 THE CON7RACTOR TO CONS7RUCT THE WORK TO 774E PLAN GRADES THE CON7RACTOR SHALL j BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCRON. I 16. THE CON7RACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES 3- OR BENCH MARKS WI7HOUT PRIOR NO77F/CA 77ON TO THE CITY ENG/NEER. I N 17. REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY I IJ MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL tv ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DES7ROYED AS A RESULT OF THIS C0NS7RUC770N SHALL BE REPLACED. THE CONTRACTOR SHALL I . NO77FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUC77ON SO THAT 77ES TO MONUMENTS (; CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENTIBMA I iEAIP. D N$Kial 18. THE CON7RACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES I TN 5 AT ALL 17MES A MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. I F 19. TE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUA7E WATERING, AT ALL TIMES I 20. ALL GRAD/NG OPERA77ONS SHALL BE DISCOM77NUED WHEN SUSTAINED WIND VELOC177ES' EXCEED 25 MILES PER HOUR." INDEX MAP 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOS77ED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TG THE RIGHT -OF -WA Y DURING SCALE 1 "=100' CONS77?UC77ON Wl7HOUT PR/OR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE W/ THOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 23 A GE07ECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACRON. FAILURE TO OBTAIN 174E REQUIRED DENSITY SHALL REQUIRE REWORKING OF INAT POR 77ON OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. T E TO PREVENT GRADES DITCHES AND SWALES FROM UNDERM/N/NG 24 Q Q Z) i � V v CITY OF FONTANA U TIL I TY NO TIFICA TION LIST D Z W O S TREE T /MPRO VEMEN TS UPON /NSPEC 77ON OF THE SI 7F, THE Cl TY ENGINEER MA Y REQUIRE s CITRUS AVENUE AND LOS CEDROS B. C. TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS S4N BERNARDINO MERIDIAN, AS SHOWN ON LOS CEDROS A V B. V. C. BEG. VER 77CAL CURVE CITY OF FONTANA PACIFIC BELL CO. 25. THE FINAL LOCA 77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE ATTN. • CARLOS NAVARRO ATTN.VIRGINIA BECKER C. B. 77ME OF CONSTRUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 8353 SIERRA AVENUE 3939 E.CORONADO STREET C. L. CENTERLINE FONTANA, CA 92335 ANAHEIM, CA 92807 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FIN/SH TO MATCH (909) 350-6632 (714) 666-5467 E. P. EX1S77NG CONCRETE. :Zl INDICATES SLOPE Z 1 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) E. V. C. LOCATION OF WE SEWER LATERAL. ATTN. GREG GASPAR ATTN: JACK HAYES F.L. FLOW LINE 16231 VALLEY BLVD. 1205 DUPONT AVENUE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, FONTANA, CA. 92335 ONTARIO, CA. 91761 G.B. INSPECTED AND APPROVED. (909) 428-8411 (909) 390-4736 29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED TESTED AND APPROVED PR/OR TO �`� EDGE OF PA VEMEN T INV. PA V/NG OF STREETS. GENERAL TELEPHONE COMPANY 30. APPROVED SOIL STER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO SO. CALIFORNIA ED/SON COMPANY ATTN.- STEVE HOCK 0. C. PLACEMENT 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. P.C.C. PORTLAND CEMENT CONCRETE FONTANA, CA. 92335 NTAR/O, CA. 91766 (909) 31. PAVEMENT STRUCTURAL SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION (909) 820-5598 UNDERGROUND 800) 422-4133 - R/W AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SO/LS TESTS TAKEN AFTER (909) 875-5100 - TRANSMISSIONS TAN. COMPLE77ON OF ROUGH GRADING. DAYLIGHT / CUT -FILL LINE T. C. TOP OF -CURB (213) 637-1233 PIPELINES FONTANA WATER COMPANY 32 ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL (909) 357-6233 DISTRIBUTION ATTN- MICHAEL J. McGRAW STREET SEC77ONS SHALL BE RECOMMENDED BY A GE07ECHN/CAL REPORT AND SUBMITTED TO (800) 422-4133 8440 NUEVO AVENUE CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRAD/NG. FONTANA, CA 92335 33 ALL. MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISHED CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 GRADE BY THE PAVING CONTRACTOR UPON COMPLE77ON OF PAVING. ATTN. BILL VANDERK/EFT, JR. FAX. (909) 823-5045 (619) 868-6040 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, SUR/PING, BARRICADES, "AND OTHER TRAFFIC CONTROL" DEVICES TO THE SA77SFAC77ON OF THE CITY TRAFFIC ENG/NEER. UNDERGROUND SERV/CE ALERT (800) 227-2600 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUC77ON TO THE SA77SFAC77ON OF 7HE Cl TY ENG/NEER. p n REV. REVISION DESCRIPTION U 0 RECORD DRAWINU 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, D_ WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. IV TEILL FREE -445i-w- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA-- TRU5 A_.VE IMPRO VEMENT PLANS TRA- C T NO R/W 104' )63 6J- 52'- 52' IMPROVEMENTS BY OTHERS IMPROVEMENTS PER TTM 16363 40' 12' 33' 7' 7' 33' 12' 1 6' 5-.5' "�� 290 AcoNc. SIDEWALK CONC. CURB 8" CURBS & GUTTER EX. GROUND z JOIN EX. GROUND " FUTURE MED/AN CITRUS A VENUE NOT TO SCALE T1=10.0 REF. DWG. NO. 3247 PRIVATE ENGINEER'S NOTICE TO CONTRA C TORS 774E EXIS7FNCE AND LOCA77ON OF ANY UNDERGROUND U77LI77ES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO 174E BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PR07ECT THE U77LITY LINES SHOWN ON THESE DRAWINGS 774E CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR 7HE U77UTY PIPES CONDUITS OR S77?UC7URE5 SHOWN OR NOT SHOWN ON THESE DRAW/NGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- BILITY FOR 774E JOB SITE CONDITIONS DURING 774E COURSE OF CONS77?UC77ON OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 774/S SHALL APPL Y CON 77NUOUSLY AND NOT BE UMI TED TO NORMAL WORKING HOUR AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COAWEC77ON WITH THE PERFORMANCE OF WORK ON IRIS PROJECT, EXCEP71NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VER/FY ALL COND177ONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PR/OR TO THE COMMENCEMENT OF WORK. R/W 10' LETTERED LOT CONC. K S/DEDEWAL CONC. CURB & GUTTER - PROPOSED PAVEMENT 6.5" MIN. AC PAVEMENT OVER 12" MIN. 959 COMPACTED NATIVE MATERIAL .NJ c6/it f 07 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS N07- rl Amol W, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT NT MANNI i= THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 210 FWY HIGHLAND AV WALNUT ST BASELINE A VICINITY MAP N.TS. CONSTRUCTION NOTES O CONS7RUCT 6.5" AC PAVEMENT OVER 12" MIN. OF 959 COMPACTED NA77VE MATERIAL (SEE GENERAL NOTES 31 & 32) O CONS7RUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 3O CONS7RUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 0 ADJUST MANHOLE TO GRADE PER CITY STD. 109 U INSTALL 1-4" & 1-6" LANDSCAPE SLEEVES OINSTALL 22,000 LUMEN HPSV STREET LIGHT (200 WA TT; 120) 30 FT. LUMINAIRE HEIGHT PER CITY STD. DWG. NO. 1016 AND APPROVED DWG. NO. 3247L T. O EXIST- POWER POLE TO BE REMOVED AND O.H. POWER LINES TO BE UNDERGROUND BY 07HERS O SAWCUT AND REMOVE EXIS77NG A. C. PAVEMENT 9O CONST. 8" AC BERM PER CITY STD. 136 WITH SAND BASE PER DETAIL ON SHT. 2 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, 0� TSaE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. I QUANTITIES 36, 730 SF 940 LF 5,640 SF 3 EA 90 LF 3 EA 7 EA 13,160 SF 1 EA LEGEND Q Q Z) i � V v SOUTH HIGHLAND AiJ D Z W O ASPHALTIC CONCRETE s CITRUS AVENUE AND LOS CEDROS B. C. BEGIN CURVE S4N BERNARDINO MERIDIAN, AS SHOWN ON LOS CEDROS A V B. V. C. WALNUT ST BASELINE A VICINITY MAP N.TS. CONSTRUCTION NOTES O CONS7RUCT 6.5" AC PAVEMENT OVER 12" MIN. OF 959 COMPACTED NA77VE MATERIAL (SEE GENERAL NOTES 31 & 32) O CONS7RUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 3O CONS7RUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 0 ADJUST MANHOLE TO GRADE PER CITY STD. 109 U INSTALL 1-4" & 1-6" LANDSCAPE SLEEVES OINSTALL 22,000 LUMEN HPSV STREET LIGHT (200 WA TT; 120) 30 FT. LUMINAIRE HEIGHT PER CITY STD. DWG. NO. 1016 AND APPROVED DWG. NO. 3247L T. O EXIST- POWER POLE TO BE REMOVED AND O.H. POWER LINES TO BE UNDERGROUND BY 07HERS O SAWCUT AND REMOVE EXIS77NG A. C. PAVEMENT 9O CONST. 8" AC BERM PER CITY STD. 136 WITH SAND BASE PER DETAIL ON SHT. 2 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, 0� TSaE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. I QUANTITIES 36, 730 SF 940 LF 5,640 SF 3 EA 90 LF 3 EA 7 EA 13,160 SF 1 EA LEGEND �BEARINGS - A. C. ASPHALTIC CONCRETE SOUTH LINE OF SECTION 30, CITRUS AVENUE AND LOS CEDROS B. C. BEGIN CURVE S4N BERNARDINO MERIDIAN, AS SHOWN ON ON THE EAST SIDE OF CITRUS AVENUE. B. V. C. BEG. VER 77CAL CURVE 34 THROUGH 39 OF MAPS, WAS USED ELF�A1a # 1467.59 B. W. BACK SIDEWALK W WIDTH - C. B. CATCH BASIN V VERTICAL DEPTH C. L. CENTERLINE 10601 CHURCH STREET, STE.107 E. C. END CURVE V. C. VERTICAL CURVE E. P. EDGE PA VEMENT :Zl INDICATES SLOPE Z 1 E.G. EDGE GRADE RCE 65195 EXP. 9-30-05 E. V. C. END VERTICAL CURVE AC PAVEMENT F.L. FLOW LINE REMOVAL F.S. FINISH SURFACE GRIND G.B. GRADE BREAK H. P. HIGH POINT �`� EDGE OF PA VEMEN T INV. INVERT L. E. LANDSCAPE EASEMENT (590.77) INDICATES EX/STING ELEVATION 0. C. ON CENTER 310:00 INDICATES PROPOSED ELEVA770M P.C.C. PORTLAND CEMENT CONCRETE 300 INDICATES EX/STING CONTOUR (R) RIDGE LINE 320 INDICATES PROPOSED CONTOUR R/W RIGHT OF WAY TAN. TANGENT DAYLIGHT / CUT -FILL LINE T. C. TOP OF -CURB BENCH MARK. # 615 �BEARINGS - THE BEARING OR N 89'40'40" E ALONG THE RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION 30, CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST, AVENUE, W POWER POLE NO. 9011E S4N BERNARDINO MERIDIAN, AS SHOWN ON ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES 34 THROUGH 39 OF MAPS, WAS USED ELF�A1a # 1467.59 S THE BASIS OR BEARINGS FOR THIS MAP. Prepared Under The Supervision Of : P PIMPMW I N 7HEOlrUCE OF e � Ae � C Fye MADOLE gym® ABBWUA77A ONC. No. 65195 v 10601 CHURCH STREET, STE.107 RANCHO CUCAMONGA, CA 91730 PHONE W%946-1311 ,p Expo 9-30-05 Q :Zl FpFIle CAL1E� Date : y -2y -Py RCE 65195 EXP. 9-30-05 UTY OF FONTANA, CALF ICORMA STREET IMPROVEMENT PLANS DRAWN BY. MJG TRA 1. T 1 V 363 SCALE: SHOWN DESIGNED MJG�LP TI E Sl7EEi DATE:NOV. 2003 CHECKED BY: - -APP D B . DRAWNG NO.: a 1 MJG/LP ITY ENGINEER C.E. 51152 DATE` 3441 2 J:\685-1650\streets\CitrusstOl.dwa. 04/29/2004 11:59:52 AM. mia