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Home My WebLink About6526-1ENGINEER: FUSCOE ENGINEERING INC. 3257 E GUASTI RD, SUITE 300 ONTARIO, CALIFORNIA 91761 (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. OWNER DEVELOPER: THE PREVITI GROUP 2151 E. CONVENTION CENTER WAY, SUITE 114 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 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 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. 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 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. PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE WORK HERE ON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTANCE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 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 7 September 2025 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 6526 909.581.0676 3257 E Guasti Rd, Suite 300 Ontario, California 91761 fuscoe.com 9/16/25 CITY OF FONTANA STREET IMPROVEMENT PLANS SHEET INDEX MAP VENTANA JOHN PREVITI AVENUE 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 TD TOP OF DIKE TC TOP OF CURB TYP., TYP TYPICAL VAR.VARIES 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 EXISTING SURFACE/CURB FUTURE CURB MCN20-099R1 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).186,135 SF CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.6,113 LF CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (W= PER PLANS) & DETAIL B/3 ON SHEET 3 WHERE APPLICABLE 11,560 SF PROVIDE 2" X 5' GRIND AND OVERLAY, SEE DETAIL A/3 ON SHEET 3 665 SF CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE PER PLAN AND DETAILS ON SHEET 36 EA CONSTRUCT CATCH BASINS PER STORM DRAIN PLANS DWG. 6527 6 EA INSTALL STREET LIGHT PER STREET LIGHT PLAN PER DWG. 6526LT AND DETAIL ON B ON SHEET 3 WHEN APPLICABLE 25 EA ADJUST MANHOLE TO GRADE 19 EA ADJUST WATER VALVE RIM TO GRADE 17 EA REMOVE EXISTING AC DIKE 100 LF REMOVE EXISTING STANDARD BARRICADE 1 EA INSTALL IRRIGATION PIPE SLEEVES 1-6" AND 1-4"310 LF NOT USED -- CONSTRUCT EARTHEN SWALE ALONG EDGE OF SLOPE PER DETAIL C/3 ON SHEET 3 565 LF CONSTRUCT 6'x10' RIP RAP NO. 3 BACKING THICKNESS=24" MIN.120 CF CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1000.3,490 LF CONSTRUCT 8" A.C. DIKE PER CITY STD. PLAN NO. 1007.480 LF P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SHEET INDEX: SHT. NO.DESCRIPTION 1 TITLE SHEET 2 TYPICAL SECTIONS 3 DETAIL SHEET 4 JOHN PREVITI AVENUE PLAN & PROFILE 5 JOHN PREVITI AVENUE PLAN & PROFILE 6 JOHN PREVITI AVENUE PLAN & PROFILE 7 JOHN PREVITI AVENUE PLAN & PROFILE 15 VICINITY MAP SITE 1 TITLE SHEET FUTURE STORM DRAIN FLOW ARROW CLOUDED AREAS ARE NOT A PART OF PLAN APPROVAL DATED ____________, 2025. 5 6 JOHN P R E V I T I A V E N U E I-1 5 F R E E W A Y 4 PARKINGNO O O O T T OOO R T R T KITCHENBATH 2 ENTRY COATP. ENTRY BATH KITCHENL. MPO E ELEC T R I C A L DSDSDS DSDS DS DSDS DS DS DS DS DS DSDS DS DS DS DS DS DS RD RD RD RD RD RD 7 DUNCAN CANYON ROAD 9/24/2025