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Home My WebLink About6527-1DATE: 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 STORM DRAIN IMPROVEMENT PLANS 7 September 2025 AS SHOWNJV CEA/RE 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 6527 909.581.0676 3257 E Guasti Rd, Suite 300 Ontario, California 91761 fuscoe.com 9/16/25 SHEET INDEX MAP CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS CITY OF FONTANA UTILITY NOTIFICATION LIST: STORM DRAIN 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.ADVANCE CONSTRUCTION SIGNING INDICATION DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5.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. 6.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. 7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OF OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9.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. 10.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11.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 811 TWO WORKING DAYS BEFORE EXCAVATION 12.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. 13.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. 14.STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 BENCHMARK AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT , 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 DE 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.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OF PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 21.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22.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. 23.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. 24.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTION. CITY APPROVAL OF CONNECTION TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27.IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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.ALL MANHOLES CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34."THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND." 35.MINIMUM D-LOAD FOR (STORM DRAINPIPE ALL RCP) IS 1350. GENERAL NOTES: 1.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING 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. 2.ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROLS SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2018, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 3.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES. 4.ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. 5.BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS. 6.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES 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. OWNER DEVELOPER: THE PREVITI GROUP 2151 E. CONVENTION CENTER WAY, SUITE 114 ONTARIO, CALIFORNIA 91764 PHONE: 909.354.8092 CONTACT: STEPHEN KING 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 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.S.LUMP SUM MAX MAXIMUM MIN MINIMUM MH MANHOLE (N)NEW 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 TYP., TYP TYPICAL W, DW WATER, DOMESTIC WATER <PT GEOTECHNICAL: GEO TEK, INC. 1548 NORTH MAPLE STREET CORONA, CA. 92880 PHONE: (951) 710-1160 PROJECT NO. 2680-CR SOIL REPORT DATED: DECEMBER 5, 2023 CONTACT: ANNA M. SCOTT - PROJECT GEOLOGIST JOHN PREVITI AVENUE 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 EXISTING FIRE HYDRANT EXISTING POWER POLE FUTURE STORM DRAIN PROPOSED STORM DRAIN SEWER OR STORM DRAIN MANHOLE CATCH BASIN & LOCAL DEPRESSION WATER SERVICE METER FLOW ARROW & GRADE GRADED SWALE STREET LIGHT TOP OF SLOPE TOE OF SLOPE FLOW ARROW DAYLIGHT LINE 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: CRAWFORD CANYON MUTUAL WATER COMPANY 6101 CHERRY AVE. FONTANA, CA 92336 PHONE: 909.463.9580 FONTANA WATER COMPANY 15966 ARROW BLVD. FONTANA, CA 92335 PHONE: 909.875.1804 WEST VALLEY WATER DISTRICT 855 W. BASELINE ROAD RIALTO, CA 92377 PHONE: 909.875.1361 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92235 PHONE: 909.350.6632 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 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. MCN20-099R1 ENGINEER: FUSCOE ENGINEERING INC. 3257 E GUASTI RD, SUITE 300 ONTARIO, CALIFORNIA 91761 (909) 581-0676 CONTACT: LUIS FIGUEROA 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. VICINITY MAP SITE STORM DRAIN CONSTRUCTION NOTES: CN DESCRIPTION QUANTITIES UNIT CONSTRUCT 24" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 7.272 LF CONSTRUCT 36" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 7.360 LF CONSTRUCT 42" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 7.561 LF CONSTRUCT 48" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 7.1602 LF CONSTRUCT CONCRETE CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004 WITH STORM TEK CONNECTOR PIPE SCREEN FILTER. SEE DETAIL ON SHEET 7.6 EA CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3011.2 EA CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3012.8 EA INSTALL CAP AT END OF LINE. SEE DETAIL 4 ON SHEET 7.1 EA REMOVE TEMPORARY BULKHEAD.1 EA CONSTRUCT 36" DIAMETER TEMPORARY C.M.P. RISER PER DETAIL 4 ON SHEET 7 2 EA CONSTRUCT 48" DIAMETER TEMPORARY C.M.P. RISER PER DETAIL 4 ON SHEET 7 2 LF CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010.4 EA CONSTRUCT RCP PIPE COLLAR PER DETAIL ON SHEET 7 4 EA 1 2 3 4 5 6 7 8 9 10 11 12 13 SHEET INDEX: SHT. NO.DESCRIPTION 1 TITLE SHEET 2 JOHN PREVITI AVENUE PLAN & PROFILE STA. 51+44.39 TO STA. 58+00.00 3 JOHN PREVITI AVENUE PLAN & PROFILE STA. 58+00.00 TO STA. 65+00.00 4 JOHN PREVITI AVENUE PLAN & PROFILE STA. 65+00.00 TO STA. 72+00.00 5 JOHN PREVITI AVENUE PLAN & PROFILE STA. 72+00.00 TO STA. 74+13.74 6 STORM DRAIN LINE 'A-2' ~ 'A-4' & STORM DRAIN LATERAL 'A-10' & 'A-11' 7 DETAIL SHEET 1 TITLE SHEET 15 3 4 2 5 9/24/2025