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Home My WebLink About6526LT-12 3 2 3 JOHN P R E V I T I A V E N U E I-1 5 F R E E W A Y DUNCAN CANYON ROAD CITY OF FONTANA STREET LIGHT PLANS SHEET INDEX: SHT. NO.DESCRIPTION 1 TITLE SHEET 2 JOHN PREVITI AVENUE 3 JOHN PREVITI AVENUE VENTANA JOHN PREVITI AVENUE STREET LIGHT CONSTRUCTION NOTES: CN DESCRIPTION QUANTITIES UNIT INSTALL STANDARD LED STREET LIGHT - SCE # 10205811 (90WATTS) PER CITY STD. PLAN NO. 1017, CASE 1; STANDARD POLE AND COBRAHEAD FIXTURE.14 EA INSTALL STANDARD LED STREET LIGHT - SCE # 10205809 (41WATTS) PER CITY STD. PLAN NO. 1017, CASE 1; STANDARD POLE AND COBRAHEAD FIXTURE.2 EA INSTALL STANDARD LED STREET LIGHT - SCE # 10205811 (90WATTS) PER CITY STD. PLAN NO. 1017, CASE 3; STANDARD POLE AND COBRAHEAD FIXTURE.9 EA 1 2 3 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. STREET GENERAL NOTES: 1.LIGHTING LAYOUT SHALL COMMENCE AT STREET INTERSECTIONS. STREET LIGHT SPACING BETWEEN INTERSECTIONS SHALL BE AS SPECIFIED IN THE TABLE ON SHEET 3 AND LOCATED AT THE PROLONGATION OF PROPERTY LINES. STREET LIGHT LAYOUT SHALL BE REVIEWED FOR CONFLICTS WITH OTHER UTILITIES (CATCH BASINS, FIRE HYDRANTS, TRANSFORMERS, ETC.) 2.STREET LIGHTS SHALL BE PLACED AT ALL INTERSECTIONS AND CUL-DE-SACS. 3.STREET LIGHTS HAVE A MINIMUM 1' CLEARANCE FROM OTHER UTILITIES AND A MINIMUM 5' CLEARANCE FROM THE OUTSIDE EDGE OF DRIVEWAY WINGS. 4.USE OF BRAND NAMES IN THESE STANDARDS IS NOT INTENDED TO RESTRICT COMPETITION. EQUIVALENT PRODUCTS MAY BE SUBSTITUTED WITH THE APPROVAL OF THE CITY ENGINEER. 5.SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4' UNOBSTRUCTED SIDEWALK CLEARANCE IS REQUIRED. 6.ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS OR STANDARDS IS SUBJECT TO WRITTEN APPROVAL BY THE CITY ENGINEER. 7.ALL STREET LIGHTS SHALL HAVE AN ANTI-GRAFFITI COATING. 8.MANHOLE COVERS AND PULLBOXES SHALL BE PLACED EITHER ENTIRELY WITHIN THE SIDEWALK OR PARKWAY, THERE SHALL BE NO OVERLAP. GENERAL NOTES: 1.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO 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 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. MCN20-099R1 15 VICINITY MAP SITE 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 LIGHT IMPROVEMENT PLANS 3 September 2025 AS SHOWNJV JV 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 6526LT fuscoe.com909.581.0676 3257 E Guasti Rd, Suite 300 Ontario, California 91761 9/16/25 1 TITLE SHEET ENGINEER: FUSCOE ENGINEERING INC. 3257 E GUASTI RD, SUITE 300 ONTARIO, CALIFORNIA 91761 (909) 581-0676 CONTACT: LUIS FIGUEROA 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 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 DISCREPANCIES 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. LEGEND & ABBREVIATIONS 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 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 ESMT.EASEMENT EVC END VERTICAL CURVE EX., EXIST.,(E)EXISTING FH FIRE HYDRANT FG FINISH GRADE FL FLOWLINE FS FINISHED SURFACE FW FIRE WATER GB GRADE BREAK HP HIGH POINT INV INVERT JT., JNT.JOINT L LENGTH L.F., LF LINEAL FEET L.S.LUMP SUM LT LEFT 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 P.O.C.POINT OF CONNECTION PP POWER POLE PROP.PROPOSED P.U.E.PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PIPE PVT PRIVATE RT RIGHT RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY RW RETAINING WALL SD STORM DRAIN S=SLOPE S, SW, SS SEWER, SANITARY SEWER SIM.SIMILAR SF, S.F.SQUARE FEET STA STATION TC TOP OF CURB TYP., TYP TYPICAL W, DW WATER, DOMESTIC WATER VCP VITRIFIED CLAY PIPE CENTERLINE PROPERTY LINE RIGHT OF WAY EXISTING FIRE HYDRANT EXISTING POWER POLE EXISTING STREET LIGHT PROPOSED STREET LIGHT 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: 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 PROPOSED CURB & GUTTER PROPOSED STREET LIGHT PER TRAFFIC SIGNAL 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. SHEET INDEX MAP FUTURE STREET LIGHT FUTURE STREET LIGHT BY OTHERS 9/24/2025