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Home My WebLink About3728-1GENERAL 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 AF ALL EXCAVATIONS GREATER THAN FK (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 EXIST 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 CURVE DATA REFERS TO THE FACE OF CURB. 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXEPT 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 CML 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 BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24 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 NDN-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVES AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 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. 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BM # 356 CO. N & F IN POLE 1801781E NE COR. OLEANDER & BASELINE EL = 1405.86 BASIS OF BEARING OF OLEANDER AVENUE SHOWS AS N 00'00'08" W PER P.M. 3428 PUB 30/97 ROTATED TO N 03-03114 " W STREET IMPROVEMENT PLANS TILITY P SEtNER.- CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 909-350-7610 AW TER,. FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 909-822-2201 POWER•' SOUTHERN CAL/FORMA EDISON COMPANY 7951. REDWOOD AVENUE FONTANA, CA 92336 714-357-6221 Gi� SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 909-428-8411 TELPN VERIZON CALIFORNIA INC. 13911 PARK AVENUE WCTORVILLE, CA 92392-2407 760-245-0846 ADELPH14 COMMUNICATIONS 1257 W. BROOKS STREET ONTARIO, CA 91763 909-481-1115 SHEET INDEX 1 TITLE SHEET 2 PINE WOOD STREET & FREESIA STREET 3 PINE FOREST STREET & TWINBERRY STREET 4 FRASER FIR DRIVE 5 WALNUT STREET 6 CYPRESS AVENUE 7 DETAIL SHEET 0.5' S /TE"T.F'C fig, Z"it/C. 3-10-08 r I II'lL*mL JE W A/ly PINE W00a PINE FOREST & ERASER FIR STREETS NTS P TI = 5.5 R W --I eil; I TRACT N0. 16563 IN TMe CITY OF,FONTANA ? (-PROPaSED SIDEWALK 11 PROPOSED 8" CURB & GUTTER O 300 1 30 12 18 1' 0.5' 2�BEVEL LINE LEVEL LINE 2% 0.5' 0.03 0.03 �3.6�RA/ 'VR40 /f: iyJ.9y,�R AATf �,GrESSlbuRT Q Is C 3666 �� mMANY Nwvvvv EXP 6►. - DIAL TWO WORKING t%;uE°Jii. `� BEFORE DAYS BE FIORE �OFCfa�-�FUN- YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (PROPOSED SIDEWALK 0 TYPICAL SECTION e�__PROPOSED 6' CURB do O FREESIA k IW/NBfRRY COURTS GUTTER NTS TI = 5.5 1 to/A I All !T A %If—All Ir EXISTOG SIDEWALK EXISTING 8". CURB & GO 0.5' 11 PROPOSED SIDEWALK REV. PINE FOREST S TREE T �■■■■■Ili DATE ENGR. �� SITE EXISTOG SIDEWALK EXISTING 8". CURB & GO 0.5' 11 PROPOSED SIDEWALK REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SITE 4 - EA a LF a a LF 230 LF tn w a PLAN 10 EA 5,645 SF Z R.�GUR,U ,aRAwi/1/G 6/��io � • � ,tJU Gf/�itJG�'S - Tiy/S' Sh�.E,�T 1-72FZ o cAT.5/J oti 311a/� r� , G 07– g-3 0 9 EXISTING SECTION _CYPRESS AVENUE – LOOKING NORTH NTS TI = 6.5 - U[IJUryV JC(,IIUry WALNUT STREET - LOOKING WEST NTS TI = 6.5 1 65�� Np 6572 1,�0 X10 .1 1 HIGHLAND AVE IL 71 BASELINE AVE I F VICINITY .MAP NTS �r -- SAWCUT �— REMOVE EXT'G P.C.0 CURB & GUTTER & SIDEWALK FOR NEW CURB RETURNS �— REMOVE EXT'G DRIVEWAY a— REMOVE EXT'G POWER POLE AND INSTALL UNDERGROUND UTILITY LINES 5�— CONSTRUCT 6" CURB & 18" GUTTER PER CITY STD PLAN NO. 1003 �6 -- CONSTRUCT 8" CURB & 18" GUTTER PER CITY ST'D PLAN ND. 1003 O-- CONSTRUCT 8" TO 6" TRANSITION CURB RETURN a— PROTECT IN PLACE �— CONSTRUCT CURB RETURN ACCESS RAMP PER CITY ST'D PLAN NO. 1006 10 CONSTRUCT 8" P.C.C. CROSS GUTTER AND SPANDREL PER CITY ST'D PLAN NO. 104 MODIFIED TO 8" WIDTH r1 CONSTRUCT 5' WIDE x 4" THICK P.C.C. SIDEWALK PER CITY ST'D PLAN NO 1015 f2 CONSTRUCT 16' WIDE x 6" THICK P.C.C. RESIDENTIAL DRIVEWAY, X=4' PER CITY STD PLAN NO 1005 f3 CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT MINIMUM OVER 12" MIN. OF 95X COMPACTED NATIVE SUBGRADE 14 CONSTRUCT 5' WIDE x 4" THICK P.C.C. SIDEWALK PER INFORMATION PROVIDED BY FRANK SMITH, PROJECT ENGINEER – CAL TROP (CAPITAL IMPROVEMENT PROJECT PHASE IIB) 15 INSTALL R-1 STOP SIGN PER CAL TRANS TRAFFIC MANUAL 16 INSTALL STOP BAR AND LEGEND PER CAL TRANS TRAFFIC MANUAL 17 INSTALL "NOT A THROUGH STREET" SIGN PER CAL TRANS ST'D W-53 rs INSTALL CURB OPENING CATCH BASIN PER A.P. W.A. STD. NO. 300-2 19 INSTALL LOCAL DEPRESSIONS AT CATCH BASINS PER A. P. W. A. ST'D NO. 313-1 CASE B 20 REMOVE POWER POLE (BY OTHERS) 21 INSTALL STREET LIGHT (BY OTHERS) 22 CONSTRUCT 4 1/20 ASPHALT CONCRETE PAVEMENT MINIMUM OVER 12" MIN. OF 95X COMPACTED NATIVE SUBGRADE 2�— INSTALL FIRE HYDRANT (BY OTHERS) SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�pFESSlO o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CAJU T lroBalNs. Jr. t No. 13669 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. a-sf-os CIVIL ENGINEER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND � TF 0 SAL\ STANDARDS IN EFFECT. a �a ESTI 7M OUANTii1ES 340 WALNUT STREET LS 3 SITE 4 - EA a LF a a LF 230 LF tn w a PLAN 10 EA 5,645 SF J SF z U SF 0 71 BASELINE AVE I F VICINITY .MAP NTS �r -- SAWCUT �— REMOVE EXT'G P.C.0 CURB & GUTTER & SIDEWALK FOR NEW CURB RETURNS �— REMOVE EXT'G DRIVEWAY a— REMOVE EXT'G POWER POLE AND INSTALL UNDERGROUND UTILITY LINES 5�— CONSTRUCT 6" CURB & 18" GUTTER PER CITY STD PLAN NO. 1003 �6 -- CONSTRUCT 8" CURB & 18" GUTTER PER CITY ST'D PLAN ND. 1003 O-- CONSTRUCT 8" TO 6" TRANSITION CURB RETURN a— PROTECT IN PLACE �— CONSTRUCT CURB RETURN ACCESS RAMP PER CITY ST'D PLAN NO. 1006 10 CONSTRUCT 8" P.C.C. CROSS GUTTER AND SPANDREL PER CITY ST'D PLAN NO. 104 MODIFIED TO 8" WIDTH r1 CONSTRUCT 5' WIDE x 4" THICK P.C.C. SIDEWALK PER CITY ST'D PLAN NO 1015 f2 CONSTRUCT 16' WIDE x 6" THICK P.C.C. RESIDENTIAL DRIVEWAY, X=4' PER CITY STD PLAN NO 1005 f3 CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT MINIMUM OVER 12" MIN. OF 95X COMPACTED NATIVE SUBGRADE 14 CONSTRUCT 5' WIDE x 4" THICK P.C.C. SIDEWALK PER INFORMATION PROVIDED BY FRANK SMITH, PROJECT ENGINEER – CAL TROP (CAPITAL IMPROVEMENT PROJECT PHASE IIB) 15 INSTALL R-1 STOP SIGN PER CAL TRANS TRAFFIC MANUAL 16 INSTALL STOP BAR AND LEGEND PER CAL TRANS TRAFFIC MANUAL 17 INSTALL "NOT A THROUGH STREET" SIGN PER CAL TRANS ST'D W-53 rs INSTALL CURB OPENING CATCH BASIN PER A.P. W.A. STD. NO. 300-2 19 INSTALL LOCAL DEPRESSIONS AT CATCH BASINS PER A. P. W. A. ST'D NO. 313-1 CASE B 20 REMOVE POWER POLE (BY OTHERS) 21 INSTALL STREET LIGHT (BY OTHERS) 22 CONSTRUCT 4 1/20 ASPHALT CONCRETE PAVEMENT MINIMUM OVER 12" MIN. OF 95X COMPACTED NATIVE SUBGRADE 2�— INSTALL FIRE HYDRANT (BY OTHERS) SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�pFESSlO o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CAJU T lroBalNs. Jr. t No. 13669 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. a-sf-os CIVIL ENGINEER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND � TF 0 SAL\ STANDARDS IN EFFECT. a �a ESTI 7M OUANTii1ES 340 LF - - 254 LS 3 LS 4 - EA 1,112 LF 2,890 LF 230 LF PER PLAN 10 EA 5,645 SF 22,500 SF 11,774 SF NOTE: QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONSTRUCTION ITEMS AND MATERIALS REOUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTOR'S RESPONSIBILITY FOR SAFETY: IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 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 OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK. ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE. ENGINEER, OR THE CITY OF FONTANA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 2,104 TON 2,332 SF 5 EA 5 EA 1 EA 2 EA 2 EA 2 EA 12 EA 150 TON 5 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. CITY OF FONTANA, CALIFORNIA z STREET IMPROVEMENT PLAN TRACT NO. 16563 SCALE. N /A E: -�FCTV'TANA, CALIFORNIA 92336 DATE: 114,16� APPIfO DRAWING NO.: 3728 CITY ENGINEER R.C.E. 51152 DATE: 7 Prepared Under The Supervision Of : C.T.K., INC. CONSULTING ENGINEERS 8880 BENSON AVE. SUITE 100 DRAWN BY: J. R. MONTCLAIR, CALIFORNIA 91763 DESIGNED BY; c_ (909) 949-1791 (909) 949-8433 FAX Date � Date : �f' �� / CHECKED BY: C.K. CARL T. KOBBINS, JR RCE 13669 EXP 3-31-05 CITY OF FONTANA, CALIFORNIA z STREET IMPROVEMENT PLAN TRACT NO. 16563 SCALE. N /A E: -�FCTV'TANA, CALIFORNIA 92336 DATE: 114,16� APPIfO DRAWING NO.: 3728 CITY ENGINEER R.C.E. 51152 DATE: 7