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HomeMy WebLinkAboutELPC23-000058-APPROVED - Dwg #6406-Street Improvement Plans1 CITY OF FONTANA STREET IMPROVEMENT PLANS SHEET INDEX MAP STREET CONSTRUCTION NOTES: CN DESCRIPTION QUANTITIES UNIT PROTECT IN PLACE -- CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95% (SEE GENERAL NOTES 30 & 31).102,680 SF CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.3,417 LF CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1000.1,335 LF CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 PER DETAIL ON SHEET 3.2 EA CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (W= PER PLANS)10,926 SF CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. PLAN NO. 1001 AND DETAIL ON SHEET 3 1 EA CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE PER PLAN AND DETAILS ON SHEET 3.5 EA CONSTRUCT MEDIAN ROCK FINISH/PLANTING PER LANDSCAPE PLANS 4,905 SF WARP MEDIAN TO WRAP AROUND MANHOLE PER BLOW UP DETAIL ON SHEET 6 1 EA PROVIDE 2" X 5' GRIND AND OVERLAY, SEE DETAIL C/3 ON SHEET 3 1,670 SF DEMOLISH EXISTING AC PAVEMENT 37,545 SF UNDERGROUND EXISTING POWER POLE PER SEPARATE PLANS 1 SF CONSTRUCT ACCESS RAMP & RAISED CROSSWALK PER DETAIL A/3 ON SHEET 3.1 EA CONSTRUCT CATCH BASINS PER STORM DRAIN PLANS 5 EA INSTALL IRRIGATION PIPE SLEEVES 1-4" AND 2-3"655 LF CONSTRUCT 8" AC DIKE PER CITY STD. PLAN NO. 1007.382 LF CONSTRUCT TEMPORARY 4" AC OVER 95% COMPACTIVE SUBGRADE PER SOILS ENGINEERS REPORT 2,911 SF ADJUST MANHOLE TO GRADE 18 EA INSTALL STREET LIGHT PER STREET LIGHT PLAN PER DWG. 6406LT 19 EA REMOVE EXISTING AC BERM 200 LF ADJUST WATER VALVE RIM TO GRADE 24 EA RESTRICTED USE AREA 1,920 SF JOIN EXISTING CATCH BASIN 2 EA CONSTRUCT 18"x18" OLDCASTLE PRECAST CATCH BASIN (MODEL: CB-181830) WITH GALVANIZED GRATE PER DETAIL ON SHEET 10 (OR APPROVED EQUAL)2 EA CONSTRUCT 12" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL ON SHEET 3 52 LF CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022 5 EA P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 TITLE SHEET ENGINEER: FUSCOE ENGINEERING INC. 2850 INLAND EMPIRE BOULEVARD, SUITE B ONTARIO, CALIFORNIA 91764 (909) 581-0676 CONTACT: LUIS FIGUEROA ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: 909.357.6221 NATURAL GAS: THE GAS COMPANY, SEMPRA UTILITIES 16231 VALLEY BLVD. FONTANA, CA 92235 PHONE: 800.427.2200, 909.428.8411 WATER: WEST VALLEY DISTRICT 855 W. BASELINE ROAD RIALTO, CA 92377 PHONE: 909.875.1361 WATER: FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92335 PHONE:909.822.2201 WATER: CRAWFORD CANYON MUNICIPAL WATER DISTRICT 21559 LITTON AVE GRAND TERRACE, CA 92313 PHONE:909.824.5352 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92235 PHONE: 909.350.6632 CITY OF FONTANA UTILITY NOTIFICATION LIST: QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPACIES IN FINAL CONSTRUCTION QUANTITIES. SHEET INDEX: SHT. NO.DESCRIPTION 1 TITLE SHEET 2 SECTIONS 3 DETAIL SHEET 4 JOHN PREVITI AVENUE PLAN & PROFILE 5 JOHN PREVITI AVENUE PLAN & PROFILE 6 CITRUS AVENUE PLAN & PROFILE 7 CITRUS AVENUE PLAN & PROFILE 8 CITRUS AVENUE SECTIONS 9 CITRUS AVENUE SECTIONS 10 CITRUS AVENUE SECTIONS OWNER DEVELOPER: FRONTIER COMMUNITIES 2151 E. CONVENTION CENTER WAY, SUITE 230 ONTARIO, CALIFORNIA 91764 PHONE: 909.354.8092 CONTACT: STEPHEN KING GEOTECHNICAL: GEO TEK, INC. 1548 NORTH MAPLE STREET CORONA, CA. 92880 PHONE: (951) 710-1160 PROJECT NO. 2541-CR SOIL REPORT DATED: OCTOBER 16, 2020 CONTACT: ANNA M. SCOTT - PROJECT GEOLOGIST JOHN PREVITI AVENUE AND CITRUS AVENUE DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B 7/17/24 VICINITY MAP SITE 15 LIST OF ABBREVIATIONS: ANGLE POINT A.C., AC ASPHALT CONCRETE AC.ACRE A.B.AGGREGATE BASE BC BEGIN OF CURVE BCR BEGIN OF CURB RETURN BVC BEGIN VERTICAL CURVE CF CURB FACE CB CATCH BASIN C/G CURB & GUTTER C/L, CL, CENTER LINE CONC.CONCRETE CY CUBIC YARD D-LOAD RCP DESIGN LOAD DW, W DOMESTIC WATER, WATER DWY DRIVEWAY E.A., EA EACH EC END OF CURVE ECC EDGE OF CONCRETE CHANNEL ECR END OF CURB RETURN EG EXISTING GROUND EL., ELEV ELEVATION EP EDGE OF PAVEMENT EVC END VERTICAL CURVE EX., EXIST.,(E)EXISTING FH FIRE HYDRANT FG FINISH GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT JT., JNT.JOINT L LENGTH L.F., LF LINEAL FEET L.O.C.LENGTH OF CURB LSCP, LS LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE (N)NEW NG NATURAL GROUND N.T.S., NTS NOT TO SCALE PCC POINT OF COMPOUND CURVE P.C.C.PORTLAND CEMENT CONCRETE PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVE P/L, PL PROPERTY LINE PROP.PROPOSED R/W RIGHT OF WAY RW RETAINING WALL SCE SOUTHERN CALIFORNIA EDISON SD STORM DRAIN S=SLOPE S, SW, SS SEWER, SANITARY SEWER SIM.SIMILAR SF, S.F.SQUARE FEET SDMH STORM DRAIN MANHOLE SMH SEWER MANHOLE STA STATION TC TOP OF CURB TD TOP OF DIKE T.I.TRAFFIC INDEX TYP., TYP TYPICAL W, DW WATER, DOMESTIC WATER <PT LEGEND: CENTERLINE PROPERTY LINE RIGHT OF WAY EXISTING LOTLINE EXISTING EASEMENT x1790.3 EXISTING SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED LOTLINE EDGE OF EX. AC PAVEMENT EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN SEWER OR STORM DRAIN MANHOLE CATCH BASIN & LOCAL DEPRESSION FLOW ARROW & GRADE GRADED SWALE TOP OF SLOPE TOE OF SLOPE PROPOSED STORM DRAIN DAYLIGHT LINE STREET GENERAL 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. 11.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 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 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 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 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, CLEANOUTS 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 DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER 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 OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCY BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. SEWER TREATMENT FACILITIES INLAND EMPIRE UTILITY AGENCY 12645 6TH STREET RANCHO CUCAMONGA, CA 91739 PHONE: 909.947.4131 SOLID WASTE: BURRTEC WASTE 9454 CHERRY AVENUE FONTANA, CA 92335 PHONE: 909.822-9739 TELEPHONE: AT&T 11464 TELEGRAPH ROAD SANTA FE SPRINGS, CA 90670 PHONE: 714.666.5415 CABLE SERVICES: TIME WARNER CABLE 1205 DUPONT AVENUE ONTARIO, CA 91761 PHONE: 909.390.4738 EXISTING SURFACE/CURB FUTURE CURB TURF TURF TURF TURF TURF ROOOT ROOOT OOO R T R T ROOOT O O O R T R T O O O R T R T W/H FIR ERISER DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RD RD RD RD RD RD RD STOR A G E STOR A G E EL E C T R I C A L R O O M STO R A G E MPO E DS DS ELE C T R I C A L MPOE W/H FIRERISER DS DS DS DS DS DS DS DS DS DS RD ELEC T R I C A L MPOE W/H FIR E RIS E R DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RD RD RD RD RD 1200A MAI N D I S C . RES.METERSRES.METERS TAP BOX HOUSE METER PV DISCNGOMMETER PV DISC RES.METERS RES.METERSRES.METERS MPOE ELE C T R I C A L ELE C T R I C A L W/H FIRERIS E R DS DS DS DS DS DS DS DS DS DS DS DS DS RD RD RD MPOE ELECTRICALMPOE W/H FIRERISER DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RD RD RD FIRERISER STORAGE DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DSDSDS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS RD RD RD RD RD RD RD RD RD RDRDRD RD RD RD RD RD STOR A G E STO R A G E MPOE IDF IDF ELECTRICAL ROOM ELECTRICAL ROOM STORAGE STORAGE STORAGE REM O T E M E T E R C L O S E T STO R A G E STORAGEW.H.FIRERISER DS DS DS DS W/H STORAGE ELECTRICAL W/H FIR E RISER DS DS DS DS DS DS DS DS DS DS DS DS DS RD RD RD MPO E DS DS DS DS ELEC T R I C A L MPO E W/H FIRE RISE R DS DSDS DS DS DS DS DSDS DS DSDS DS DS DS DS RD RDRD MPOE HB ROOOT ROOOT OOO R T R T ROOOT O O O R T R T O O O R T R T HB HB HB HB 4 5 6 7 7/17/2024 2 SECTIONS DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B 7/17/24 TYPICAL SECTION STA 291+64.67 TO STA 306+35.16 JOHN PREVITI AVENUE TYPICAL SECTION STA 139+31.23 TO STA 140+06.45 CITRUS AVENUE TRANSITION SECTION STA 144+16.98 TO STA 144+79.56 CITRUS AVENUE TYPICAL SECTION STA 135+39.86 TO STA 137+18.92 CITRUS AVENUE 12'12' 104' 6' FUTURE L.S. 14' VARIES 40'-63' 6' FUTURE SDWK. 6' FUTURE L.S. TYPICAL SECTION STA 141+81.48 TO STA 144+16.98 CITRUS AVENUE VARIES 17'-40' FUTURE BY OTHERS 6' FUTURE SDWK. VARIES 23'-0'VARIES 7'-9' VARIES 10'-31' VARIES TYPICAL SECTION STA 138+56.10 TO STA 139+31.23 CITRUS AVENUE 7/17/2024 3 DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B 7/17/24 DETAIL SHEET CATCH BASIN #2 ACCESS RAMP #2 ACCESS RAMP #1 LOCAL DEPRESSION CATCH BASIN DETAIL CATCH BASIN #1 CATCH BASIN #4CATCH BASIN #3 CATCH BASIN #5 JOHN PREVITI AVENUE JOHN PREVITI AVENUE CI T R U S A V E N U E CI T R U S A V E N U E JOHN PREVITI AVENUE JOHN PREVITI AVENUE JOHN PREVITI AVENUE JOHN PREVITI AVENUE CITRUS AVENUE DRIVEWAY DETAIL 5' (MIN.) 1' (MIN.) 3 CEXISTING & NEW AC PAVEMENT TRANSITION DETAIL SAWCUT AND REMOVE EXIST. PAVEMENT GRIND 2" MIN. EXISTING PAVEMENT AND OVERLAY 2" MIN. EXISTING PAVEMENT NEW AC PAVEMENT JOHN PREVITI AVENUE 3 BA.C./CONC. PAVING TRANSITION AT RAISED CROSSWALK 3 AACCESS RAMP & RAISED CROSSWALK STREET CONSTRUCTION NOTES: JOIN EXISTING CATCH BASIN CONSTRUCT 18"x18" OLDCASTLE PRECAST CATCH BASIN (MODEL: CB-181830) WITH GALVANIZED GRATE PER DETAIL ON SHEET 10 (OR APPROVED EQUAL) CONSTRUCT 12" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL ON SHEET 3 CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022 23 24 25 26 FW FW FW 1787.65 LIPCL CB NO. 1 295+68.63 1787.75 TC 1786.75 FL H=8"CF +4"DEP.=12" 1787.75 LIP 1786.89 LIP1786.69 LIP 1787.25 LIP 1788.30 TC 1787.63 FL 8" CF 1787.24 TC 1786.57 FL 8" CF 1787.39 TC 1786.72 FL 8" CF 1788.15 TC 1787.48 FL 8" CF 1787.54 TC 1786.54 FL 8" CF+ 4"H 1787.97 TC 1786.97 FL 8" CF+ 4"H CL CB NO. 3 300+87.95 1805.32 TC 1804.32 FL H=8"CF +4"DEP.=12" 1804.40 LIP 1804.73 TC 1804.06 FL 8" CF 1805.08 TC 1804.08 FL 8" CF+ 4"H 1804.18 LIP 1805.27 LIP 1805.39 LIP1804.82 LIP 1804.90 TC 1804.23 FL 8" CF 1805.77 TC 1805.10 FL 8" CF 1805.94 TC 1805.27 FL 8" CF 1805.56 TC 1804.56 FL 8" CF+ 4"H 1803.34 TG 1799.34 INV. 1799.00 INV. 1799.04 INV. 1799.28 INV. 1799.31 INV. 1808.44 LIP 1808.99 TC 1808.32 FL 8" CF 1808.27 TC 1807.27 FL 8" CF+ 4"H 1808.34 LIP 1807.97 LIP CL CB NO. 5 135+57.86 1808.47 TC 1807.47 FL H=8"CF +4"DEP.=12" 1808.84 TC 1808.17 FL 8" CF 1808.67 TC 1807.67 FL 8" CF+ 4"H 1808.13 TC 1807.46 FL 8" CF 1808.05 TC 1807.38 FL 8" CF 1807.63 LIP 1807.50 LIP W W W W W W 1787.11 LIP 1786.73 LIP1786.52 LIP 1787.53 LIP 1787.64 LIP 1787.07 TC 1786.40 FL 8" CF 1787.23 TC 1786.56 FL 8" CF 1787.39 TC 1786.39 FL 8" CF+ 4"H 1787.83 TC 1786.83 FL 8" CF+ 4"H 1788.03 TC 1787.36 FL 8" CF 1788.19 TC 1787.52 FL 8" CF CL CB NO. 2 295+63.88 1787.61 TC 1786.61 FL H=8"CF +4"DEP.=12" W W W W W W W 1803.77 LIP 1803.99 LIP 1804.41 LIP 1804.85 LIP CL CB NO. 4 300+75.96 1804.91 TC 1803.91 FL H=8"CF +4"DEP.=12" 1804.32 TC 1803.65 FL 8" CF 1804.49 TC 1803.82 FL 8" CF 1805.53 TC 1804.86 FL 8" CF 1805.35 TC 1804.68 FL 8" CF 1804.67 TC 1803.67 FL 8" CF+ 4"H 1805.15 TC 1804.15 FL 8" CF+ 4"H 1804.98 LIP 1799.16 INV. 1803.34 TG 1799.34 INV. 1799.30 INV. 1799.25 INV. W W W W W W W W W W W W W 1803.53 TC 1802.86 FL 8" CF 1803.77 TC 1803.10 FL 8" CF 1803.22 TC 1802.55 FL 8" CF 1804.32 TC 1803.65 FL 8" CF 1803.65 FS 1803.77 FS 1804.40 FS 1804.52 FS 1803.27 FS 1803.39 FS 1803.77 FS 1803.89 FS 1804.01 TC 1803.34 FL 8" CF 1803.53 TC 1802.86 FL 8" CF 1803.77 TC 1803.10 FL 8" CF 1804.01 TC 1803.34 FL 8" CF 1803.22 TC 1802.55 FL 8" CF 3 B 1803.08 FS 1803.90 FS 1803.75 FS 1803.99 FS 7/17/2024 DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B PROFILE PLAN 1"= 40' VERT 1"= 4' HORIZ 1"= 40' 7/17/24 4 STREET CONSTRUCTION NOTES: PROTECT IN PLACE CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95% (SEE GENERAL NOTES 30 & 31). CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (W= PER PLANS) CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE PER PLAN AND DETAILS ON SHEET 3. PROVIDE 2" X 5' GRIND AND OVERLAY, SEE DETAIL C/3 ON SHEET 3 CONSTRUCT CATCH BASINS PER STORM DRAIN PLANS ADJUST MANHOLE TO GRADE INSTALL STREET LIGHT PER STREET LIGHT PLAN PER DWG. 6406LT ADJUST WATER VALVE RIM TO GRADE RESTRICTED USE AREA P 1 2 5 7 10 14 18 19 21 22 291 292 293 294 295 296 297 298 299290 299 + 0 0 . 0 0 - M A T C H L I N E SEE S H E E T 5 JOHN PREVITI AVENUE PLAN & PROFILE 29 9 + 0 0 . 0 0 - M A T C H L I N E SE E S H E E T 5 -1799 LT CURB -1799 CL -1799 RT CURB ID E N T I C A L PO I N T S 1770 LT CURB- 1770 CL- 1770 RT CURB- ID E N T I C A L PO I N T S ID E N T I C A L PO I N T S LEGEND:CN AC PAVEMENT P.C.C. SIDEWALK A.C. PAVEMENT GRIND AND OVERLAY DEMOLISH AC PAVEMENT 1 5 10 11 RESTRICTED USE AREA 22 ** ** ST O R A G E DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS RD RD RD RD RD RD RD RD RD RD RD RD STORAGESTORAGE MP O E ID F EL E C T R I C A L R O O M ST O R A G E ST O R A G E ST O R A G E REMOTE METER CLOSET STORAGE ST O R A G E W. H . FI R E RI S E R DS DS ELE C T R I C A L D S D S D S D S D S R D R D ELECTRICAL MPOE DS DS DS DS DS DS DS DS RD MP O E HB O O O R T R T PA T I O / BA L C O N Y M. B E D R O O M M. B A T H M. W . I . C . LI V I N G KIT C H E N BE D R O O M 2 EN T R Y CO A T DI N I N G L. P. PA T I O / BA L C O N Y M. B E D R O O M M. B A T H M. W . I . C . LI V I N G KI T C H E N BE D R O O M 2 W. I . C . 2 BA T H 2 EN T R Y CO A T DI N I N G L. P. EN T R Y PA T I O / BA L C O N Y BE D R O O M W.I . C . BA T H KIT C H E N LI V I N G DIN I N G CO A T L. P. MPOE ELECTRICAL DS DS DS DS DS DS DS DS DS RD RD DS DS DS BEDROOM 2 W.I.C. 2 BATH 2 E.P . MP O E EL E C T R I C A L HB O O O R T R T PA T I O / BA L C O N Y M. B E D R O O M M. B A T H M. W . I . C . LI V I N G KIT C H E N BE D R O O M 2 EN T R Y CO A T DI N I N G L. P. PA T I O / BA L C O N Y M. B E D R O O M M. B A T H M. W . I . C . LI V I N G KI T C H E N BE D R O O M 2 W. I . C . 2 BA T H 2 EN T R Y CO A T DI N I N G L. P. EN T R Y PA T I O / BA L C O N Y BE D R O O M W.I . C . BA T H KIT C H E N LI V I N G DIN I N G CO A T L. P. MPOE ELECTRICAL DS DS DS DS DS DS DS DS DS RD RD DS DS DS BEDROOM 2 W.I.C. 2 BATH 2 E.P . MP O E EL E C T R I C A L 290 291 292 293 294 295 29 6 2 9 7 2 9 8 2 9 9 29 2 + 5 6 . 2 4 E C 17 8 1 . 3 6 T C 29 3 + 7 5 . 1 8 B C 17 8 2 . 8 6 T C 296 + 7 2 . 3 7 E C 179 1 . 0 3 T C 29 1 + 6 7 . 8 0 17 7 9 . 5 4 T C 29 3 + 7 5 . 1 8 B C 17 8 2 . 8 6 T C 296 + 7 2 . 3 7 E C 179 1 . 0 3 T C 29 2 + 5 6 . 2 4 E C 17 8 1 . 2 2 F S 29 1 + 6 4 . 6 7 B C 17 7 9 . 3 1 F S 29 3 + 7 5 . 1 8 B C 17 8 2 . 7 2 F S 296 + 7 2 . 3 7 E C 179 0 . 8 9 F S L1 L2 C2 L4 L6 C5 C3 L 5 L 7 C1 L 3 C4 29 1 + 6 2 . 3 1 B C 17 7 9 . 3 8 T C 29 5 + 6 3 . 8 8 CL C B N O . 2 W= 1 4 ' BE G I N C O N S T . JO I N A C B E R M BE G I N C O N S T . JO I N E X . C & G JOHN PREVITI AVENUE 29 5 + 6 8 . 6 3 CL C B N O . 1 W= 1 4 ' 5.66% 28 9 + 8 0 . 0 0 G B 17 7 1 . 4 7 F S 29 0 + 0 0 . 0 0 17 7 2 . 5 8 F S 29 1 + 0 0 . 0 0 17 7 7 . 1 7 F S 29 0 + 5 0 . 0 0 17 7 5 . 0 7 F S 29 1 + 5 0 . 0 0 17 7 8 . 8 8 F S 28 9 + 8 9 . 6 6 B C 17 7 2 . 0 1 F S 29 1 + 2 2 . 9 5 P R C 17 7 8 . 0 0 F S 29 0 + 2 5 . 0 0 17 7 3 . 8 7 F S 29 0 + 7 5 . 0 0 17 7 6 . 1 7 F S 29 1 + 2 5 . 0 0 17 7 8 . 0 7 F S 29 1 + 6 4 . 6 7 17 7 9 . 3 1 F S 300.00' VC 28 9 + 8 0 . 0 0 B V C 17 7 1 . 4 7 F S PVI STA = 291+30.00 PVI ELEV = 1780.00 5.66%5.66%5.66% 29 2 + 0 0 . 0 0 17 8 0 . 3 4 T C 29 2 + 5 0 . 0 0 17 8 1 . 2 7 T C 29 2 + 5 6 . 2 4 E C 17 8 1 . 3 6 T C 29 2 + 8 0 . 0 0 E V C 17 8 1 . 6 4 T C 1.00% 17 8 1 . 8 4 T C PROP. TOP OF CURB @ 22' W'LY EX. GROUND @ 22' W'LY 29 2 + 2 5 . 0 0 17 8 0 . 8 6 T C 29 1 + 7 5 . 0 0 17 7 9 . 7 3 T C 29 1 + 6 7 . 8 0 17 7 9 . 5 4 T C BE G I N C O N S T . 29 2 + 0 0 . 0 0 17 8 0 . 3 4 T C 29 2 + 5 0 . 0 0 17 8 1 . 2 7 T C 29 2 + 5 6 . 2 4 E C 17 8 1 . 3 6 T C 29 1 + 8 9 . 6 0 M i d 17 8 0 . 1 0 T C 1.00% 29 2 + 8 0 . 0 0 E V C 17 8 1 . 6 4 T C 17 8 1 . 8 4 T C PROP. TOP OF CURB @ 22' E'LY EX. GROUND @ 22' E'LY 29 2 + 2 5 . 0 0 17 8 0 . 8 6 T C 29 1 + 6 2 . 3 1 17 7 9 . 3 8 T C BE G I N C O N S T . 2.90% 200.00' VC 29 3 + 0 0 . 0 0 B V C 17 8 1 . 7 0 F S 29 5 + 0 0 . 0 0 E V C 17 8 5 . 6 0 F S PVI STA = 294+00.00 PVI ELEV = 1782.70 200.00' VC 29 5 + 2 5 . 0 0 B V C 17 8 6 . 3 2 F S 29 7 + 2 5 . 0 0 E V C 17 9 2 . 6 7 F S PVI STA = 296+25.00 PVI ELEV = 1789.22 29 4 + 0 0 . 0 0 17 8 3 . 1 7 F S 29 6 + 0 0 . 0 0 17 8 8 . 5 7 F S 29 7 + 0 0 . 0 0 17 9 1 . 8 2 F S 29 8 + 0 0 . 0 0 17 9 5 . 2 6 F S 29 9 + 0 0 . 0 0 17 9 8 . 7 0 F S 29 3 + 5 0 . 0 0 17 8 2 . 3 2 F S 29 4 + 5 0 . 0 0 17 8 4 . 2 7 F S 29 5 + 5 0 . 0 0 17 8 7 . 0 5 F S 29 6 + 5 0 . 0 0 17 9 0 . 1 6 F S 29 7 + 5 0 . 0 0 17 9 3 . 5 3 F S 29 8 + 5 0 . 0 0 17 9 6 . 9 8 F S 29 3 + 7 5 . 1 8 B C 17 8 2 . 7 2 F S 29 6 + 7 2 . 3 7 E C 17 9 0 . 8 9 F S PROP. FIN. SURFACE @ CL EX. GROUND @ CL 29 5 + 7 5 . 0 0 17 8 7 . 8 1 F S 29 6 + 2 5 . 0 0 17 8 9 . 3 6 F S 29 6 + 7 5 . 0 0 17 9 0 . 9 8 F S 29 3 + 2 5 . 0 0 17 8 1 . 9 8 F S 29 3 + 7 5 . 0 0 17 8 2 . 7 2 F S 29 4 + 2 5 . 0 0 17 8 3 . 6 9 F S 29 4 + 7 5 . 0 0 17 8 4 . 9 0 F S 2.90% 3.45% 2.90%2.90% CURVE DATA CURVE # C1 C2 C3 C4 C5 RADIUS 397.00' 803.00' 353.00' 825.00' 375.00' LENGTH 314.63' 91.43' 279.76' 91.57' 297.19' DELTA 45°24'27" 6°31'26" 45°24'27" 6°21'35" 45°24'27" LINE DATA LINE # L1 L2 L3 L4 L5 L6 L7 BEARING N00°23'44"E N00°23'44"E N45°48'11"E N00°23'44"E N45°48'11"E N00°23'44"E N45°48'11"E DISTANCE 6.44' 203.65' 630.22' 118.94' 274.59' 118.94' 630.22' 29 4 + 0 0 . 0 0 17 8 3 . 3 1 T C 29 6 + 0 0 . 0 0 17 8 8 . 7 1 T C 29 7 + 0 0 . 0 0 17 9 1 . 9 6 T C 29 8 + 0 0 . 0 0 17 9 5 . 4 0 T C 29 9 + 0 0 . 0 0 17 9 8 . 8 4 T C 29 3 + 5 0 . 0 0 17 8 2 . 4 6 T C 29 4 + 5 0 . 0 0 17 8 4 . 4 1 T C 29 5 + 5 0 . 0 0 17 8 7 . 1 9 T C 29 6 + 5 0 . 0 0 17 9 0 . 3 0 T C 29 7 + 5 0 . 0 0 17 9 3 . 6 7 T C 29 8 + 5 0 . 0 0 17 9 7 . 1 2 T C 29 3 + 7 5 . 1 8 B C 17 8 2 . 8 6 T C 29 6 + 7 2 . 3 7 E C 17 9 1 . 0 3 T C 200.00' VC 29 3 + 0 0 . 0 0 B V C 17 8 1 . 8 4 T C 29 5 + 0 0 . 0 0 E V C 17 8 5 . 7 4 T C PVI STA = 294+00.00 PVI ELEV = 1782.84 200.00' VC 29 5 + 2 5 . 0 0 B V C 17 8 6 . 4 6 T C 29 7 + 2 5 . 0 0 E V C 17 9 2 . 8 1 T C PVI STA = 296+25.00 PVI ELEV = 1789.36 2.90% 3.45% PROP. TOP OF CURB @ 22' E'LY EX. GROUND @ 22' E'LY 29 5 + 7 5 . 0 0 17 8 7 . 9 5 T C 29 6 + 2 5 . 0 0 17 8 9 . 5 0 T C 29 6 + 7 5 . 0 0 17 9 1 . 1 2 T C 29 3 + 2 5 . 0 0 17 8 2 . 1 2 T C 29 3 + 7 5 . 0 0 17 8 2 . 8 6 T C 29 4 + 2 5 . 0 0 17 8 3 . 8 3 T C 29 4 + 7 5 . 0 0 17 8 5 . 0 4 T C 29 5 + 6 3 . 8 8 17 8 7 . 6 1 T C CL C B N O . 2 29 4 + 0 0 . 0 0 17 8 3 . 3 1 T C 29 6 + 0 0 . 0 0 17 8 8 . 7 1 T C 29 7 + 0 0 . 0 0 17 9 1 . 9 6 T C 29 8 + 0 0 . 0 0 17 9 5 . 4 0 T C 29 3 + 5 0 . 0 0 17 8 2 . 4 6 T C 29 4 + 5 0 . 0 0 17 8 4 . 4 1 T C 29 5 + 5 0 . 0 0 17 8 7 . 1 9 T C 29 6 + 5 0 . 0 0 17 9 0 . 3 0 T C 29 7 + 5 0 . 0 0 17 9 3 . 6 7 T C 29 8 + 5 0 . 0 0 17 9 7 . 1 2 T C 29 3 + 7 5 . 1 8 B C 17 8 2 . 8 6 T C 29 6 + 7 2 . 3 7 E C 17 9 1 . 0 3 T C 200.00' VC 29 3 + 0 0 . 0 0 B V C 17 8 1 . 8 4 T C 29 5 + 0 0 . 0 0 E V C 17 8 5 . 7 4 T C PVI STA = 294+00.00 PVI ELEV = 1782.84 200.00' VC 29 5 + 2 5 . 0 0 B V C 17 8 6 . 4 6 T C 29 7 + 2 5 . 0 0 E V C 17 9 2 . 8 1 T C PVI STA = 296+25.00 PVI ELEV = 1789.36 2.90% 3.45% 29 9 + 0 0 . 0 0 17 9 8 . 8 4 F S PROP. TOP OF CURB @ 22' W'LY EX. GROUND @ 22' W'LY 29 5 + 7 5 . 0 0 17 8 7 . 9 5 T C 29 6 + 2 5 . 0 0 17 8 9 . 5 0 T C 29 6 + 7 5 . 0 0 17 9 1 . 1 2 T C 29 3 + 2 5 . 0 0 17 8 2 . 1 2 T C 29 3 + 7 5 . 0 0 17 8 2 . 8 6 T C 29 4 + 2 5 . 0 0 17 8 3 . 8 3 T C 29 4 + 7 5 . 0 0 17 8 5 . 0 4 T C 29 5 + 6 8 . 6 3 17 8 7 . 7 5 T C CL C B N O . 1 29 0 + 0 0 . 0 0 17 7 2 . 7 2 T C 29 1 + 0 0 . 0 0 17 7 7 . 3 1 T C 29 0 + 5 0 . 0 0 17 7 5 . 2 1 T C 29 1 + 5 0 . 0 0 17 7 9 . 0 2 T C 28 9 + 8 9 . 6 6 B C 17 7 2 . 1 5 T C 29 1 + 2 2 . 9 5 P R C 17 7 8 . 1 4 T C 300.00' VC 28 9 + 8 0 . 0 0 B V C 17 7 1 . 6 1 T C PVI STA = 291+30.00 PVI ELEV = 1780.14 5.66% 29 0 + 2 5 . 0 0 17 7 4 . 0 1 T C 29 0 + 7 5 . 0 0 17 7 6 . 3 1 T C 29 1 + 6 7 . 8 0 17 7 9 . 5 4 T C 1.00%29 2 + 8 0 . 0 0 E V C 17 8 1 . 5 0 29 2 + 0 0 . 0 0 17 8 0 . 2 0 F S 29 2 + 5 0 . 0 0 17 8 1 . 1 3 F S 29 2 + 5 6 . 2 4 E C 17 8 1 . 2 2 F S 29 1 + 8 9 . 6 0 M i d 17 7 9 . 9 6 F S 17 8 1 . 7 0 F S PROP. FIN. SURFACE @ CL EX. GROUND @ CL 29 2 + 2 5 . 0 0 17 8 0 . 7 2 F S 29 1 + 6 4 . 6 7 17 7 9 . 3 1 F S BE G I N C O N S T . 29 2 + 8 0 . 0 0 E V C 17 8 1 . 5 0 F S 1.00%1.00%1.00% 29 0 + 0 0 . 0 0 17 7 2 . 7 2 T C 29 1 + 0 0 . 0 0 17 7 7 . 3 1 T C 29 0 + 5 0 . 0 0 17 7 5 . 2 1 T C 29 1 + 5 0 . 0 0 17 7 9 . 0 2 T C 28 9 + 8 9 . 6 6 B C 17 7 2 . 1 5 T C 29 1 + 2 2 . 9 5 P R C 17 7 8 . 1 4 T C 29 0 + 5 6 . 3 1 M i d 17 7 5 . 5 0 T C 5.66% 300.00' VC 28 9 + 8 0 . 0 0 B V C 17 7 1 . 6 1 T C PVI STA = 291+30.00 PVI ELEV = 1780.14 29 0 + 2 5 . 0 0 17 7 4 . 0 1 T C 29 0 + 7 5 . 0 0 17 7 6 . 3 1 T C 29 1 + 2 5 . 0 0 17 7 8 . 2 1 T C 29 1 + 6 2 . 3 1 17 7 9 . 3 8 T C 7/17/2024 DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B PROFILE PLAN 1"= 40' VERT 1"= 4' HORIZ 1"= 40' 7/17/24 5 JOHN PREVITI AVENUE PLAN & PROFILE 29 9 + 0 0 . 0 0 - M A T C H L I N E SE E S H E E T 4 299 300 301 302 303 304 305 306 307 29 9 + 0 0 . 0 0 - M A T C H L I N E SE E S H E E T 4 SE E S H E E T 6 1799 LT CURB- 1799 CL- 1799 RT CURB- -1820 LT CURB -1820 RT CURB STREET CONSTRUCTION NOTES: PROTECT IN PLACE CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95% (SEE GENERAL NOTES 30 & 31). CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 PER DETAIL ON SHEET 3. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (W= PER PLANS) CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. PLAN NO. 1001 AND DETAIL ON SHEET 3 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE PER PLAN AND DETAILS ON SHEET 3. CONSTRUCT ACCESS RAMP & RAISED CROSSWALK PER DETAIL A/3 ON SHEET 3. CONSTRUCT CATCH BASINS PER STORM DRAIN PLANS INSTALL IRRIGATION PIPE SLEEVES 1-4" AND 2-3" ADJUST MANHOLE TO GRADE INSTALL STREET LIGHT PER STREET LIGHT PLAN PER DWG. 6406LT ADJUST WATER VALVE RIM TO GRADE RESTRICTED USE AREA P 1 2 4 5 6 7 13 14 15 18 19 21 22 ID E N T I C A L PO I N T S ID E N T I C A L PO I N T S ID E N T I C A L PO I N T S -1820 CL LEGEND:CN AC PAVEMENT P.C.C. SIDEWALK A.C. PAVEMENT GRIND AND OVERLAY DEMOLISH AC PAVEMENT 1 5 10 11 RESTRICTED USE AREA 22 ** **LINE DATA LINE # L8 L9 L10 L11 BEARING N90°00'00"E N45°48'11"E N90°00'00"E N90°00'00"E DISTANCE 43.30' 275.63' 42.11' 117.71' CURVE DATA CURVE # C6 C7 C8 RADIUS 397.00' 353.00' 375.00' LENGTH 306.24' 272.30' 289.27' DELTA 44°11'49" 44°11'49" 44°11'49" 30 0 + 0 0 . 0 0 18 0 2 . 2 9 T C 30 1 + 0 0 . 0 0 18 0 5 . 7 3 T C 30 2 + 0 0 . 0 0 18 0 9 . 1 8 T C 29 9 + 5 0 . 0 0 18 0 0 . 5 6 T C 30 0 + 5 0 . 0 0 18 0 3 . 9 7 T C 30 0 + 2 6 . 9 7 G B 18 0 3 . 2 2 T C 5.21% 2.00% 3.93% 3.45% 29 9 + 0 0 . 0 0 17 9 8 . 8 4 T C 30 2 + 5 0 . 0 0 18 1 0 . 9 0 T C 30 1 + 5 0 . 0 0 18 0 7 . 4 6 T C PROP. TOP OF CURB @ 22' E'LY EX. GROUND @ 22' E'LY 30 0 + 7 5 . 9 6 18 0 4 . 9 1 T C CL C B N O . 4 30 0 + 3 2 . 9 7 18 0 3 . 5 3 T C 30 0 + 4 4 . 9 7 18 0 3 . 7 7 T C 30 0 + 5 8 . 9 7 18 0 4 . 3 2 T C GB GB GB 3.45% 3.45% 30 0 + 0 0 . 0 0 18 0 2 . 1 5 F S 30 1 + 0 0 . 0 0 18 0 5 . 5 9 F S 30 2 + 0 0 . 0 0 18 0 9 . 0 4 F S 29 9 + 5 0 . 0 0 18 0 0 . 4 2 F S 30 0 + 5 0 . 0 0 18 0 3 . 8 7 F S 30 1 + 5 0 . 0 0 18 0 7 . 3 2 F S 30 2 + 5 0 . 0 0 18 1 0 . 7 6 F S 299+87.13 1801.68 FS C/L PROP. DRIVEWAY (W=50') 29 9 + 8 7 . 1 3 18 0 1 . 7 0 F S 29 9 + 0 0 . 0 0 17 9 8 . 7 0 F S PROP. FIN. SURFACE @ CL EX. GROUND @ CL3.45% 3.45% 30 0 + 0 0 . 0 0 18 0 2 . 2 9 T C 30 1 + 0 0 . 0 0 18 0 5 . 7 3 T C 30 2 + 0 0 . 0 0 18 0 9 . 1 8 T C 29 9 + 5 0 . 0 0 18 0 0 . 5 6 T C 30 0 + 5 0 . 0 0 18 0 3 . 9 7 T C 30 0 + 2 6 . 9 7 G B 18 0 3 . 2 2 T C 29 9 + 0 0 . 0 0 17 9 8 . 8 4 T C 5.21% 2.00% 3.93% 3.45% 30 2 + 5 0 . 0 0 18 1 0 . 9 0 T C 30 1 + 5 0 . 0 0 18 0 7 . 4 6 T C PROP. TOP OF CURB @ 22' W'LY EX. GROUND @ 22' W'LY 30 0 + 8 7 . 9 5 18 0 5 . 3 2 T C CL C B N O . 3 GB 30 0 + 3 2 . 9 7 18 0 3 . 5 3 T C 30 0 + 4 4 . 9 7 18 0 3 . 7 7 T C 30 0 + 5 8 . 9 7 18 0 4 . 3 2 T C GB GB 3.45% HB HB DS DS DS DS DS DS DS RD RD STORAGESTORAGE STORAGE W/H FIRE RISER DS DS DS DS DS DS DS DS RD EL E C T R I C A L MP O E W/ H FI R E RI S E R DSDS DS DS DS DSDS DS DSDS DS DS DS DS DS DS DSDSDSDS DS RD RD RD RD RD PV D I S C NGO M MET E R PV D I S C MPOE EL E C T R I C A L EL E C T R I C A L W/ H FI R E RI S E R DS DS DS DS DS DS DS DS DS DS DS DSDS RD RD RD MPOE E L E C T R I C A L M P O E DS DS DS DS DS DS DS DS DS RD W/H FI R E RI S E R DS DS DS DSRD DS DS DS DS F W 299 300 301 302 303 304 30 5 3 0 6 3 0 7 3 0 7 L 8 L9 C7 L 1 0 C8 L 1 1 C6 30 3 + 0 2 . 6 0 B C 18 1 2 . 7 2 T C 305 + 9 1 . 8 6 E C 182 2 . 5 0 T C JOHN PREVITI AVENUE 305 + 9 1 . 8 6 E C 182 2 . 9 5 T C 305 + 9 1 . 8 6 E C 182 2 . 4 3 F S 30 3 + 0 2 . 6 0 B C 18 1 2 . 5 8 F S 30 3 + 0 2 . 6 0 B C 18 1 2 . 7 2 T C 306 + 3 5 . 1 6 E C R 182 3 . 8 3 T C 306 + 3 3 . 9 7 B C R 182 2 . 8 8 T C 30 0 + 8 7 . 9 5 CL C B N O . 3 W= 1 4 ' 30 0 + 7 5 . 9 6 CL C B N O . 4 W= 1 4 ' 30 4 + 0 0 . 0 0 18 1 6 . 4 0 T C 30 5 + 0 0 . 0 0 18 2 0 . 1 7 T C 30 3 + 5 0 . 0 0 18 1 4 . 5 1 T C 30 4 + 5 0 . 0 0 18 1 8 . 2 9 T C 30 3 + 0 2 . 6 0 B C 18 1 2 . 7 2 T C 30 5 + 9 1 . 8 6 E C 18 2 2 . 9 5 T C 30 3 + 0 0 . 0 0 G B 18 1 2 . 6 3 T C 30 4 + 5 0 . 0 0 G B 18 1 8 . 2 9 T C 30 5 + 9 4 . 9 8 G B 18 2 3 . 0 4 T C 30 4 + 0 0 . 0 0 18 1 6 . 4 0 T C 3.77% 3.77% 30 2 + 5 0 . 0 0 18 1 0 . 9 0 T C PROP. TOP OF CURB @ 22' W'LY EX. GROUND @ 22' W'LY PORTION OF 200' VERTICAL CURVE PVI STA. = 305+94.98 PVI ELEV. = 1823.76 L.O.C.= 140.18' 30 5 + 4 4 . 9 8 18 2 1 . 7 1 T C 30 4 + 9 4 . 9 8 18 1 9 . 9 8 T C 30 5 + 5 0 . 0 0 18 2 1 . 8 4 T C 30 6 + 0 0 . 0 0 18 2 3 . 1 4 T C L.O.C.=54.61' CURB RETURN 4 4 4 4 30 6 + 3 5 . 1 6 18 2 3 . 8 3 T C 18 2 4 . 0 8 T C 18 2 4 . 5 7 T C 18 2 5 . 0 8 T C 18 2 5 . 5 8 T C 30 3 + 0 0 . 0 0 18 1 2 . 6 3 T C 30 4 + 0 0 . 0 0 18 1 6 . 4 0 T C 30 5 + 0 0 . 0 0 18 2 0 . 1 6 T C 30 3 + 5 0 . 0 0 18 1 4 . 5 1 T C 30 4 + 5 0 . 0 0 18 1 8 . 2 9 T C 30 3 + 0 2 . 6 0 B C 18 1 2 . 7 2 T C 30 5 + 9 1 . 8 6 E C 18 2 2 . 5 0 T C 30 3 + 0 0 . 0 0 G B 18 1 2 . 6 3 T C 30 4 + 9 4 . 9 8 G B 18 1 9 . 9 8 T C 30 5 + 9 4 . 9 8 G B 18 2 2 . 5 5 T C 3.77% 30 4 + 0 0 . 0 0 18 1 6 . 4 0 T C 30 2 + 5 0 . 0 0 18 1 0 . 9 0 T C PROP. TOP OF CURB @ 22' E'LY EX. GROUND @ 22' E'LY PORTION OF 200' VERTICAL CURVE PVI STA. = 305+94.98 PVI ELEV. = 1823.76 L.O.C.= 138.99' 30 4 + 0 0 . 0 0 18 1 6 . 4 0 T C 30 5 + 5 0 . 0 0 18 2 1 . 7 1 T C 30 5 + 4 4 . 9 8 18 2 1 . 6 0 T C 30 6 + 0 0 . 0 0 18 2 2 . 6 1 T C L.O.C.=55.34' CURB RETURN 4 4 4 30 6 + 3 3 . 9 7 18 2 2 . 8 8 T C 4 18 2 2 . 7 7 T C 18 2 2 . 4 6 T C 18 2 2 . 0 0 T C 18 2 1 . 4 7 T C 3.77% 3.77% -0.80% 30 3 + 0 0 . 0 0 G B 18 1 2 . 4 9 F S 30 4 + 3 1 . 7 8 G B 18 1 7 . 4 6 F S 30 7 + 0 9 . 5 7 G B 18 2 2 . 7 0 F S 30 4 + 0 0 . 0 0 18 1 6 . 2 6 F S 30 5 + 0 0 . 0 0 18 2 0 . 0 3 F S 30 7 + 0 0 . 0 0 18 2 2 . 7 8 F S 30 3 + 5 0 . 0 0 18 1 4 . 3 7 F S 30 4 + 5 0 . 0 0 18 1 8 . 1 5 F S 30 5 + 5 0 . 0 0 18 2 1 . 5 7 F S 30 3 + 0 2 . 6 0 B C 18 1 2 . 5 8 F S 30 4 + 4 7 . 2 3 M i d 18 1 8 . 0 4 F S 30 4 + 0 0 . 0 0 18 1 6 . 2 6 F S 30 2 + 5 0 . 0 0 18 1 0 . 7 6 F S PROP. FIN. SURFACE @ CL EX. GROUND @ CL 30 5 + 4 4 . 9 8 18 2 1 . 4 4 F S 30 6 + 4 4 . 9 8 18 2 2 . 9 3 F S 200.00' VC 30 4 + 9 4 . 9 8 B V C 18 1 9 . 8 4 F S 30 6 + 9 4 . 9 8 E V C 18 2 2 . 8 2 F S PVI STA = 305+94.98 PVI ELEV = 1823.62 30 2 + 5 0 . 0 0 18 1 0 . 7 6 F S 30 6 + 0 0 . 0 0 18 2 2 . 5 5 F S 30 6 + 5 0 . 0 0 18 2 2 . 9 5 F S 30 5 + 9 4 . 9 8 18 2 2 . 4 7 F S 3.77% 3.77% -0.80% 3.77% 3.77% -0.80% 7/17/2024 DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B PROFILE PLAN 1"= 40' VERT 1"= 4' HORIZ 1"= 40' 7/17/24 6 CITRUS AVENUE PLAN & PROFILE 14 2 + 0 0 . 0 0 - M A T C H L I N E SE E S H E E T 7 SEE SHEET 5 STREET CONSTRUCTION NOTES: PROTECT IN PLACE CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95% (SEE GENERAL NOTES 30 & 31). CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1000. CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 PER DETAIL ON SHEET 3. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (W= PER PLANS) CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE PER PLAN AND DETAILS ON SHEET 3. WARP MEDIAN TO WRAP AROUND MANHOLE PER BLOW UP DETAIL ON SHEET 6 PROVIDE 2" X 5' GRIND AND OVERLAY, SEE DETAIL C/3 ON SHEET 3 DEMOLISH EXISTING AC PAVEMENT UNDERGROUND EXISTING POWER POLE PER SEPARATE PLANS CONSTRUCT CATCH BASINS PER STORM DRAIN PLANS INSTALL IRRIGATION PIPE SLEEVES 1-4" AND 2-3" ADJUST MANHOLE TO GRADE INSTALL STREET LIGHT PER STREET LIGHT PLAN PER DWG. 6406LT ADJUST WATER VALVE RIM TO GRADE RESTRICTED USE AREA P 1 2 3 4 5 7 9 10 11 12 14 15 18 19 21 22 -1820 CL -1820 MEDIAN TC W'LY -1820 MEDIAN TC E'LY -1820 RT CURB -1820 LT CURB JOHN PREVITI AVENUE 1810 CL- 1810 MEDIAN- TC W'LY 1810 MEDIAN- TC E'LY 1810 RT CURB- 1810 LT CURB- LEGEND:CN AC PAVEMENT P.C.C. SIDEWALK A.C. PAVEMENT GRIND AND OVERLAY DEMOLISH AC PAVEMENT 1 5 10 11 RESTRICTED USE AREA 22 135 136 137 138 139 140 141 142 14 2 + 0 0 . 0 0 - M A T C H L I N E SE E S H E E T 7 ID E N T I C A L PO I N T S ID E N T I C A L PO I N T S ID E N T I C A L PO I N T S ID E N T I C A L PO I N T S ID E N T I C A L PO I N T S FW FW BI K E LA N E ST O P ST O P STOP 134 135 136 137 138 139 140 141 142 L12 L13 141+31.48 BC 1825.93TC 14 1 + 3 1 . 4 8 B C 18 2 4 . 3 0 F S 141+21.45 BCR 1825.58TC 306+35.16 ECR 1823.83TC 306+33.97 BCR 1822.88TC FO N T U S WA Y 139+31.23 GB 1819.38FS 13 5 + 3 2 . 0 0 18 0 7 . 8 7 T C 13 5 + 3 9 . 8 6 18 0 7 . 9 6 F S 13 5 + 3 2 . 0 0 18 0 8 . 2 1 T C 13 7 + 1 8 . 9 2 18 1 3 . 8 6 T C 13 7 + 6 7 . 5 4 18 1 5 . 3 4 T C 13 8 + 1 6 . 1 6 18 1 6 . 5 3 T C 13 5 + 5 7 . 8 6 CL C B N O . 5 W= 1 4 ' BE G I N C O N S T . JO I N E X . C & G CITRUS AVENUE C9 C 1 0 13 7 + 5 8 . 8 6 18 1 4 . 5 8 T C 13 8 + 0 7 . 4 8 18 1 6 . 1 6 T C 13 8 + 5 6 . 1 0 18 1 7 . 7 8 T C 14 0 + 0 2 . 4 5 18 2 1 . 9 0 T C 14 0 + 0 2 . 4 5 18 2 1 . 7 5 T C 140+07.45 ECR 1821.47TC 13 9 + 6 1 . 4 7 18 1 9 . 6 9 E P 18 1 9 . 6 1 F L - G B 14 0 + 0 0 . 0 0 18 2 0 . 6 5 E P 18 2 0 . 5 7 F L 14 0 + 5 0 . 0 0 18 2 1 . 8 4 E P 18 2 1 . 7 6 F L 14 1 + 0 0 . 0 0 18 2 3 . 0 2 E P 18 2 2 . 9 4 F L 14 1 + 5 0 . 0 0 18 2 4 . 0 7 E P 18 2 3 . 9 9 F L 14 2 + 0 0 . 0 0 18 2 5 . 3 4 E P 18 2 5 . 2 6 F L L14 L15L16 L17 C1 2 C13 C14 C1 5 C16 C17 L18 C22 C23 LINE DATA LINE # L12 L13 L14 L15 L16 L17 L18 BEARING N00°35'58"E N00°35'58"E N00°35'58"E N00°35'58"E N00°35'58"E N00°35'58"E N00°35'58"E DISTANCE 467.59' 10.03' 226.86' 146.34' 186.92' 109.44' 591.62' CURVE DATA CURVE # C9 C10 C12 C13 C14 C15 C16 C17 C19 C20 C21 C22 C23 RADIUS 35.00' 35.00' 4.00' 200.00' 200.00' 4.00' 200.00' 200.00' 3.00' 3.00' 3.00' 865.00' 825.00' LENGTH 55.34' 54.61' 12.57' 49.11' 49.11' 12.57' 49.11' 49.11' 3.12' 6.24' 3.12' 71.84' 68.52' DELTA 90°35'58" 89°24'02" 180°00'00" 14°04'12" 14°04'12" 180°00'00" 14°04'12" 14°04'12" 59°37'56" 119°15'52" 59°37'56" 4°45'31" 4°45'31" 13 9 + 2 5 . 6 0 18 1 9 . 6 9 T C 13 9 + 2 8 . 1 9 18 1 9 . 7 6 T C 13 9 + 3 3 . 3 6 18 1 9 . 9 1 T C 13 9 + 3 5 . 9 5 18 1 9 . 9 9 T C C1 9 C20 C21 13 6 + 0 0 . 0 0 18 0 9 . 7 0 F S 13 7 + 0 0 . 0 0 18 1 2 . 7 4 F S 13 8 + 0 0 . 0 0 18 1 5 . 6 0 F S 13 9 + 0 0 . 0 0 18 1 8 . 4 8 F S 3.30% 3.24% 2.85% 2.86% 2.89% 13 5 + 4 2 . 0 3 G B 18 0 7 . 7 9 F S 13 6 + 0 0 . 0 0 G B 18 0 9 . 7 0 F S 13 6 + 5 0 . 0 0 G B 18 1 1 . 3 2 F S 13 7 + 5 0 . 0 0 G B 18 1 4 . 1 7 F S 13 8 + 5 0 . 0 0 G B 18 1 7 . 0 3 F S 13 5 + 5 0 . 0 0 18 0 8 . 0 5 F S 13 6 + 5 0 . 0 0 18 1 1 . 3 2 F S 13 8 + 5 0 . 0 0 18 1 7 . 0 3 F S EXISTING F.S. AT CENTERLINE 13 7 + 6 7 . 5 4 18 1 4 . 6 7 F S 13 8 + 1 6 . 1 6 18 1 6 . 0 6 F S PROP. F.S. AT CENTERLINE PROP. TOP OF CURB @ 40' W'LY 2.85% 13 5 + 3 9 . 8 6 18 0 7 . 9 6 T C 13 6 + 0 0 . 0 0 18 0 9 . 6 8 T C 13 7 + 0 0 . 0 0 18 1 2 . 5 3 T C 13 8 + 0 0 . 0 0 18 1 5 . 3 8 T C 13 5 + 5 0 . 0 0 18 0 8 . 2 5 T C 13 6 + 5 0 . 0 0 18 1 1 . 1 0 T C 13 7 + 5 0 . 0 0 18 1 3 . 9 5 T C 13 8 + 5 0 . 0 0 18 1 6 . 8 1 T C 13 5 + 5 7 . 8 6 18 0 8 . 4 7 T C CL C B N O . 5 EX. GROUND @ 40' W'LY BE G I N C O N S T . 13 9 + 0 0 . 0 0 G B 18 1 8 . 2 3 T C 3.03% 3.00% 3.04% 3.03% 3.00% 13 6 + 0 0 . 0 0 18 0 9 . 3 6 T C 13 7 + 0 0 . 0 0 18 1 2 . 3 6 T C 13 8 + 0 0 . 0 0 18 1 5 . 3 6 T C 13 9 + 0 0 . 0 0 18 1 8 . 3 9 T C 13 5 + 5 0 . 0 0 18 0 7 . 8 4 T C 13 6 + 5 0 . 0 0 18 1 0 . 8 7 T C 13 7 + 5 0 . 0 0 18 1 3 . 8 6 T C 13 8 + 5 0 . 0 0 18 1 6 . 8 7 T C 13 5 + 4 1 . 9 9 18 0 7 . 6 0 T C 13 7 + 5 3 . 5 1 18 1 3 . 9 7 T C EXISTING TOP OF CURB @ 40' E'LY 13 7 + 5 3 . 5 1 18 1 3 . 9 7 T C GB GB GB GB 2.86% 2.88% 2.94% 3.04% 2.90% 3.33% 3.33% PROP. MEDIAN TC @ RIGHT 13 5 + 3 2 . 0 0 18 0 7 . 8 7 T C 13 8 + 0 0 . 0 0 18 1 5 . 9 5 T C 13 5 + 3 2 . 0 0 G B 18 0 7 . 8 7 T C 13 6 + 5 0 . 0 0 G B 18 1 1 . 3 5 T C 13 7 + 5 0 . 0 0 G B 18 1 4 . 3 2 T C 13 8 + 5 6 . 1 0 G B 18 1 7 . 7 8 T C EX. GROUND @ 7' E'LY 13 7 + 5 8 . 8 6 18 1 4 . 5 8 T C 13 8 + 0 7 . 4 8 18 1 6 . 1 6 T C L.O.C.=49.11' L.O.C.=49.11' 13 9 + 0 0 . 0 0 G B 18 1 9 . 0 3 T C 13 9 + 0 0 . 0 0 G B 18 1 9 . 0 3 T C 13 6 + 0 0 . 0 0 G B 18 0 9 . 8 8 T C 13 7 + 0 0 . 0 0 G B 18 1 2 . 8 7 T C 3.30% 2.87% 2.90% 2.39% 2.57% PROP. MEDIAN TC @ LEFT L.O.C.=49.11' L.O.C.=49.11' 13 5 + 3 0 . 0 0 18 0 8 . 1 4 T C 13 8 + 0 0 . 0 0 18 1 6 . 1 1 T C 13 5 + 5 0 . 0 0 18 0 8 . 8 0 T C 13 7 + 5 0 . 0 0 18 1 4 . 8 4 T C 13 8 + 5 0 . 0 0 18 1 7 . 5 0 T C 13 5 + 3 0 . 0 0 G B 18 0 8 . 1 4 T C 13 8 + 5 0 . 0 0 G B 18 1 7 . 5 0 T C 13 8 + 1 6 . 1 6 18 1 6 . 5 3 T C 13 7 + 6 7 . 5 4 18 1 5 . 3 4 T C 3.30% 2.87% 2.90% 3.16% 2.84% 2.39% 2.57% 2.81% PR C EC 13 7 + 1 8 . 9 2 18 1 3 . 8 6 T C EX. GROUND @ 7' W'LY 13 6 + 0 0 . 0 0 G B 18 1 0 . 4 5 T C 13 7 + 0 0 . 0 0 G B 18 1 3 . 2 6 T C 13 6 + 5 0 . 0 0 18 1 1 . 8 6 T C 13 9 + 0 0 . 0 0 G B 18 1 8 . 9 5 T C EX. GROUND @ 40' W'LY 4 L.O.C.=55.34' CURB RETURN L.O.C.=54.61' CURB RETURN 4 4 4 4 4 4 4 3.10% 3.06% 3.48% 3.03% 14 0 + 0 0 . 0 0 18 2 1 . 2 4 T C 14 0 + 0 7 . 4 5 18 2 1 . 4 7 T C 14 1 + 2 1 . 4 5 18 2 5 . 5 8 T C 18 2 2 . 0 0 T C 18 2 2 . 4 6 T C 18 2 2 . 7 7 T C 18 2 2 . 8 8 T C 18 2 3 . 8 3 T C 18 2 4 . 0 8 T C 18 2 4 . 5 7 T C 18 2 5 . 0 8 T C 14 0 + 0 7 . 4 5 G B 18 2 1 . 4 7 T C 14 1 + 2 1 . 4 5 G B 18 2 5 . 5 8 T C 13 9 + 5 0 . 0 0 18 1 9 . 7 0 T C 13 9 + 7 5 . 0 0 18 2 0 . 4 7 T C EC R BC R EC R BC R 13 9 + 8 2 . 4 5 18 2 0 . 7 0 T C 14 1 + 8 1 . 4 8 18 2 7 . 6 7 T C EN D SU P E R - EL E V A T I O N TR A N S I T I O N 14 2 + 0 0 . 0 0 18 2 8 . 2 3 T C GB 13 9 + 0 0 . 0 0 G B 18 1 8 . 2 3 T C 18 2 2 . 7 7 T C 18 2 2 . 8 8 T C 2.88% 14 0 + 0 0 . 0 0 18 2 1 . 6 9 T C 13 9 + 5 0 . 0 0 G B 18 2 0 . 3 9 T C 14 0 + 0 2 . 4 5 G B 18 2 1 . 7 5 T C 13 9 + 7 5 . 0 0 18 2 1 . 0 4 T C PROP. MEDIAN TC @ LEFT 2.88% 2.60% 2.60% 13 9 + 5 0 . 0 0 18 2 0 . 3 9 T C EX. GROUND @ 7' W'LY 13 9 + 0 0 . 0 0 G B 18 1 8 . 9 5 T C 14 1 + 0 0 . 0 0 18 2 3 . 5 4 F S 2.41% 2.67% 14 1 + 5 0 . 0 0 G B 18 2 4 . 7 5 F S 13 9 + 5 0 . 0 0 G B 18 1 9 . 9 2 F S 14 1 + 3 1 . 4 8 B C 18 2 4 . 3 0 F S 14 0 + 6 5 . 2 3 18 2 2 . 7 0 F S 13 9 + 0 0 . 0 0 18 1 8 . 4 8 F S 13 9 + 7 5 . 0 0 18 2 0 . 5 3 F S 14 0 + 0 0 . 0 0 18 2 1 . 1 3 F S 14 0 + 2 5 . 0 0 18 2 1 . 7 3 F S 14 1 + 8 1 . 4 8 18 2 5 . 5 9 F S EN D S U P E R E L E V A T I O N T R A N S I T I O N C/ L I N T E R S E C T I O N 14 0 + 3 1 . 4 8 18 2 1 . 8 9 F S BE G I N S U P E R E L E V A T I O N TR A N S I T I O N 13 9 + 3 1 . 2 3 18 1 9 . 3 8 F S EN D O F I M P R O V E M E N T S FO R M O N T E R A D O S I T E EXISTING F.S. AT CENTERLINE 14 2 + 0 0 . 0 0 18 2 6 . 0 9 F S 150' SUPERELEVATION TRANSITION 2.80% 14 0 + 0 0 . 0 0 18 2 1 . 8 3 T C 14 0 + 0 2 . 4 5 G B 18 2 1 . 9 0 T C 13 9 + 7 5 . 0 0 18 2 1 . 1 3 T C PROP. MEDIAN TC @ RIGHT 13 9 + 5 0 . 0 0 18 2 0 . 4 3 T C EX. GROUND @ 7' E'LY 13 9 + 2 5 . 0 0 18 1 9 . 7 3 T C 13 9 + 0 0 . 0 0 G B 18 1 9 . 0 3 T C 13 9 + 3 1 . 2 3 18 1 9 . 3 4 T C 13 9 + 0 0 . 0 0 18 1 8 . 3 9 T C ( ) GB 2.20% 2.43% 2.31% 2.20% 2.23% 1.84% 14 1 + 3 1 . 4 8 B C 18 2 3 . 7 8 F S 14 0 + 0 0 . 0 0 18 2 0 . 8 7 T C 14 1 + 0 0 . 0 0 18 2 3 . 2 0 T C 13 9 + 3 1 . 2 3 18 1 9 . 3 4 T C 14 2 + 0 0 . 0 0 18 2 5 . 2 2 T C EN D S U P E R E L E V A T I O N T R A N S I T I O N 14 1 + 8 1 . 4 8 18 2 4 . 8 1 T C 13 9 + 5 0 . 0 0 18 1 9 . 7 7 T C 14 0 + 5 0 . 0 0 18 2 2 . 0 8 T C 14 0 + 3 1 . 4 8 18 2 1 . 6 3 T C ( ) BE G I N S U P E R E L E V A T I O N TR A N S I T I O N FUTURE CURB BY OTHERS @ 40' E'LY JO I N E X . 14 1 + 5 0 . 0 0 18 2 4 . 1 2 T C EXISTING GROUND @ 40' E'LY 7/17/2024 DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B PROFILE PLAN 1"= 40' VERT 1"= 4' HORIZ 1"= 40' 7/17/24 7 CITRUS AVENUE PLAN & PROFILE 142 143 144 145 14 2 + 0 0 . 0 0 - M A T C H L I N E SE E S H E E T 6 STREET CONSTRUCTION NOTES: PROTECT IN PLACE CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95% (SEE GENERAL NOTES 30 & 31). CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1000. DEMOLISH EXISTING AC PAVEMENT CONSTRUCT 8" AC DIKE PER CITY STD. PLAN NO. 1007. CONSTRUCT TEMPORARY 4" AC OVER 95% COMPACTIVE SUBGRADE PER SOILS ENGINEERS REPORT ADJUST MANHOLE TO GRADE INSTALL STREET LIGHT PER STREET LIGHT PLAN PER DWG. 6406LT REMOVE EXISTING AC BERM P 1 3 11 16 17 18 19 20 1830 LT CURB- 1830 CL- 1830 RT CURB- 14 2 + 0 0 . 0 0 - M A T C H L I N E SE E S H E E T 6 LEGEND:CN AC PAVEMENT P.C.C. SIDEWALK A.C. PAVEMENT GRIND AND OVERLAY DEMOLISH AC PAVEMENT 1 5 10 11 RESTRICTED USE AREA 22 146 147 ** ** ** ** 142 143 144 145 14 6 1 4 7 14 4 + 1 7 . 0 0 E N D O F I M P R O V E M E N T S 18 3 1 . 8 8 F S 14 4 + 1 7 . 0 0 E C EN D O F C U R B / BE G I N A . C . D I K E 18 3 4 . 0 3 T C CI T R U S A V E N U E 14 4 + 7 9 . 5 6 E N D O F I M P R O V E M E N T S EX . ( 1 8 3 3 . 1 5 F S ) 14 4 + 7 9 . 5 6 (1 8 3 5 . 3 1 ) TO P O F AC D I K E JO I N (1 8 3 4 . 9 5 F S ) 14 2 + 0 0 . 0 0 18 2 5 . 3 4 E P 18 2 5 . 2 6 F L 14 2 + 5 0 . 0 0 18 2 6 . 8 8 E P 18 2 6 . 8 0 F L 14 3 + 0 0 . 0 0 18 2 8 . 5 1 E P 18 2 8 . 4 3 F L 14 3 + 5 0 . 0 0 18 3 0 . 0 4 E P 18 2 9 . 9 6 F L 14 4 + 0 0 . 0 0 18 3 1 . 4 2 E P 18 3 1 . 3 4 F L 14 4 + 1 7 . 0 0 18 3 1 . 8 8 E P 18 3 1 . 8 0 F L C23 C24 14 2 + 0 0 . 0 0 18 2 6 . 0 9 F S 14 3 + 0 0 . 0 0 18 2 8 . 7 5 F S 14 4 + 0 0 . 0 0 18 3 1 . 4 2 F S 2.20% 1.93% 2.67% 14 4 + 4 2 . 0 0 G B 18 3 2 . 4 3 F S 14 4 + 7 9 . 5 6 G B 18 3 3 . 1 5 F S 14 4 + 1 7 . 0 0 G B 18 3 1 . 8 8 F S PROP. F.S. AT CENTERLINE EX. GROUND @ CENTERLINE 62.56' TRANSITION 14 2 + 5 0 . 0 0 18 2 7 . 4 2 F S 14 3 + 5 0 . 0 0 18 3 0 . 0 9 F S JO I N E X . ( ) FUTURE CENTERLINE BY OTHERS 14 7 + 0 0 . 0 0 G B (1 8 4 0 . 2 6 F G ) 14 6 + 5 0 . 0 0 G B (1 8 3 8 . 1 6 F G ) 14 6 + 0 0 . 0 0 G B (1 8 3 6 . 4 6 F G ) 14 5 + 5 0 . 6 3 G B (1 8 3 4 . 9 8 F G ) 14 5 + 0 0 . 0 0 G B (1 8 3 3 . 6 5 F G ) (2.8%) 14 5 + 3 9 . 4 0 G B (1 8 3 4 . 7 6 F G ) (3.4%) (3.4%) (4.2% ) 14 5 + 6 6 . 4 9 G B (1 8 3 5 . 3 0 F G ) PROP. TOP OF CURB @ 40' W'LY EX. GROUND @ 40' W'LY 2.67% 2.05% 14 3 + 0 0 . 0 0 18 3 0 . 9 0 T C 14 4 + 0 0 . 0 0 18 3 3 . 5 8 T C 14 2 + 5 0 . 0 0 18 2 9 . 5 7 T C 14 3 + 5 0 . 0 0 18 3 2 . 2 4 T C 14 2 + 0 0 . 0 0 18 2 8 . 2 3 T C 14 4 + 7 9 . 5 6 G B 18 3 5 . 3 1 T C PROP. TOP OF AC DIKE @ 46' W'LY JOIN EXISTING TOP OF A.C. DIKE ANGLE POINT END CONC. CURB BEGIN AC DIKE 62.56' TRANSITION 14 4 + 1 7 . 0 0 18 3 4 . 0 3 T C FUTURE CURB BY OTHERS FUTURE CURB BY OTHERS @ 40' E'LY EX. GROUND @ 40' E'LY 2.67% 14 4 + 0 0 . 0 0 18 3 0 . 5 5 T C 14 2 + 0 0 . 0 0 18 2 5 . 2 2 T C 14 3 + 0 0 . 0 0 18 2 7 . 8 8 T C 14 2 + 5 0 . 0 0 18 2 6 . 5 5 T C 14 3 + 5 0 . 0 0 18 2 9 . 2 2 T C CURVE DATA CURVE # C23 C24 RADIUS 865.00' 825.00' LENGTH 227.53' 705.30' DELTA 15°04'15" 48°58'57" 7/17/2024 8 CITRUS AVENUE SECTIONS DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B 7/17/24 STA. 135+50.00 STA. 135+75.00 STA. 136+00.00 STA. 136+25.00 STA. 136+50.00 STA. 136+75.00 STA. 137+00.00 STA. 137+25.00 STA. 137+50.00 STA. 137+75.00 STA. 138+00.00 STA. 138+25.00 STA. 138+50.00 STA. 138+75.00 STA. 139+00.00 STA. 139+25.00 EXIST. 8" CURB & GUTTER 42' ASPHALT 6' LS 6' SW 8' MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 0.9% EXIST. 8" CURB & GUTTER 42' ASPHALT 6' LS 6' SW 8' MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 1.2% EXIST. 8" CURB & GUTTER 42' ASPHALT 6' LS 6' SW 8' MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 1.5%EXIST. 8" CURB & GUTTER 42' ASPHALT 6' LS 6' SW 8' MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 1.7% EXIST. 8" CURB & GUTTER 42' ASPHALT 6' LS 6' SW 8' MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 1.5%EXIST. 8" CURB & GUTTER 42' ASPHALT 6' LS 6' SW 8' MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 1.5% EXIST. 8" CURB & GUTTER 42' ASPHALT 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 8' MEDIAN 1.5% EXIST. 8" CURB & GUTTER 41.91' ASPHALT 6' LS 6' SW VARIES MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 1.8% EXIST. 8" CURB & GUTTER 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 30' ASPHALT VARIES MEDIAN 2.0% EXIST. 8" CURB & GUTTER 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 30.65' ASPHALT VARIES MEDIAN 2.1% EXIST. 8" CURB & GUTTER 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 34.28' ASPHALT VARIES MEDIAN 2.1%EXIST. DRIVEWAY 39.57' ASPHALT 6' LS 6' SW VARIES MEDIAN EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 2.0% EXIST. 8" CURB & GUTTER 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 30' ASPHALT VARIES MEDIAN 2' ASPHALT 2.0% EXIST. 8" CURB & GUTTER 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 30' ASPHALT 8' MEDIAN 2' ASPHALT 2.1% EXIST. 8" CURB & GUTTER 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 30' ASPHALT 8' MEDIAN 2' ASPHALT 2.1% EXIST. 8" CURB & GUTTER 6' LS 6' SW EXIST. ASPHALT 1ST CAP PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 30' ASPHALT 8' MEDIAN 2' ASPHALT 2.0% 7/17/2024 9 CITRUS AVENUE SECTIONS DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B 7/17/24 STA. 139+50.00 STA. 139+75.00 STA. 140+00.00 STA. 140+25.00 STA. 140+50.00 STA. 140+75.00 STA. 141+00.00 STA. 141+25.00 STA. 141+50.00 STA. 141+75.00 STA. 142+00.00 STA. 142+25.00 STA. 142+50.00 STA. 142+75.00 STA. 143+00.00 STA. 143+25.00 6' LS 6' SW EXIST. GROUND PROP. 8" CURB & GUTTER PROP. 6" MEDIAN 30' ASPHALT 8' MEDIAN 25' ASPHALT PROP. EP DAYLIGHT LINE 2:1 SLOPE 4' GRADED SHOULDER 1.9%2.0% 6' LS 6' SW EXIST. GROUND PROP. 8" CURB & GUTTER PROP. 7" MEDIAN 30' ASPHALT 8' MEDIAN 25' ASPHALT PROP. EP DAYLIGHT LINE 2:1 SLOPE 4' GRADED SHOULDER PROP. FLOWLINE 1.5%2.0% 6' LS 6' SW EXIST. GROUND PROP. 8" CURB & GUTTER PROP. 8" MEDIAN 30' ASPHALT 8' MEDIAN 25' ASPHALT PROP. EP DAYLIGHT LINE 2:1 SLOPE 4' GRADED SHOULDER PROP. FLOWLINE 1.2%2.1% 43' ASPHALT EXIST. GROUND PROP. EP DAYLIGHT LINE 2:1 SLOPE 4' GRADED SHOULDER 7.11' CURB RAMP 1.89' GUTTER PROP. 8" CURB & GUTTER 23' SHOULDER PROP. FLOWLINE 0.1%2.1% 6' LS 6' SW EXIST. GROUND PROP. 8" CURB 40' ASPHALT 23' ASPHALT 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 2.3% 2.3% EXIST. GROUND PROP. EP DAYLIGHT LINE 2:1 SLOPE 4' GRADED SHOULDER 40' CURB FACE PROJECTION 23' ASPHALT PROP. FLOWLINE 0.3%2.2%EXIST. GROUND PROP. EP DAYLIGHT LINE 2:1 SLOPE 4' GRADED SHOULDER 23' ASPHALT 40' CURB FACE PROJECTION PROP. FLOWLINE 1.2% 2.2% 40' CURB FACE PROJECTION EXIST. GROUND 23' ASPHALT PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 4' GRADED SHOULDER 1.6% 2.2% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 20.23' ASPHALT 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7 % 3.7 % 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 23' ASPHALT 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.0% 3.0% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 21.88' ASPHALT 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.6% 3.6% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 17.82' ASPHALT 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7% 3.7% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 4.18' AC 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 10.56' ASPHALT 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7% 3.7% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 14.65' ASPHALT 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7 % 3.7% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB & GUTTER 7' AC 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7% 3.7 % 7/17/2024 10 CITRUS AVENUE SECTIONS DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. 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 CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 10 July 24 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6406 909.581.06762850 Inland Empire Blvd Ontario, California 91764 fuscoe.com RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE Suite B 7/17/24 STA. 143+50.00 STA. 143+75.00 STA. 144+00.00 STA. 144+25.00 STA. 144+50.00 STA. 144+75.00 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB & GUTTER 0.65' AC 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 2.05' AC 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7% 6' LS 6' SW EXIST. GROUND 40' ASPHALT PROP. 8" CURB 4' GRADED SHOULDER PROP. EP DAYLIGHT LINE PROP. FLOWLINE 2:1 SLOPE 3.7% 11.51' EXIST. GROUND 39.91' ASPHALT PROP. 8" AC DIKE PROP. EP DAYLIGHT LINE 4' 0.57' 3.6% 9.47' EXIST. GROUND 40.38' ASPHALT PROP. 8" AC DIKE PROP. EP DAYLIGHT LINE 9' 2.15' 3.4% 6.61' 40.9' ASPHALT 7.37' PROP. 8" AC DIKE EXIST. GROUND PROP. EP DAYLIGHT LINE3.3% 7/17/2024