Underground Service AlertCall: TOLL FREE1-800227-2600TWO WORKING DAYS BEFORE YOU DIGREVISIONS SHEET
FOR:
CITY OF RIALTOPREPARED UNDER THE SUPERVISION OF:DATESEAL-DESIGN ENGINEER DRAWN BY: L.C.DESIGN BY: S.U.CHECKED BY: R.R. OTTEMARK
DATEROBERT OTTE, RCE No. 44120 (Exp. 06/30/27)RECOMMENDED FOR APPROVAL BY ENGINEERING RESOURCES OF CALIFORNIA:DATEJOHN M. BRUDIN, RCE No. 41836APPROVED BY:DATE PLAN No.MATTHEW SCOTT BENNETT, CITY ENGINEER, RCE 65100OF 3 SHEETSBENCHMARK: CITY OF RIALTO No. 036-88DESCRIPTION: CITY OF RIALTO BRASS DISC SET IN PCC BASEElev: 1490.698FOR STREET LIGHT No. 2162617E 17' SOUTH OF CENTERLINEOF RIVERSIDE OUTER HIGHWAY 68' WEST OF CENTERLINE OFCACTUS AVENUE.04/01/1989 INIT.DEPT.
LENNARTRACT 20092
TRACT MAP No. 20092SEWER IMPROVEMENT PLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.3801 UNIVERSITY AVENUE, SUITE 300, RIVERSIDE, CA 92501 WWW.KIMLEY-HORN.COMPHONE: (951) 543-9868 01/08/26 LF57SEWER CONSTRUCTION ITEMSQUANTITIES. . . . . . . . . . . . . . . . . . . . . . . . .EA3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1EA . . . . . . . . . . . . . . . . . . .378SF THE QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE USE OF THE OWNER.PROSPECTIVE BIDDERS SHALL MAKE THEIR OWN DETERMINATION OF THE QUANTITIESREQUIRED, AND SHALL BASE THEIR BID ON THEIR OWN ESTIMATE.NOTE:
1 65INSTALL 6" C-900 PVC SEWER FORCE FITTING, ANGLE AS NOTED3 INSTALL 2" AIRVAC, APCO MODEL 400 OR APPROVED EQUALAND MANHOLE PER DETAIL 5 ON SHEET 3TRENCH PATCH AND PAVEMENT REPAIR PER CITY OF RIALTOSTANDARD NO. SC-231, SEE SHEET 3, AND REPLACE DAMAGED CURBTO THE SATISFACTION OF THE CITY ENGINEERCONSTRUCT STANDARD PRECAST IN-PLACE MANHOLE FORSEWER PER CITY OF RIALTO STANDARD NO. SS-202-0 INSTALL 6" C-900 PVC SEWER FORCE MAIN (RESTRAINALL JOINTS)INSTALL 6" CLASS 150, 10 GAUGE, STEEL FORCE MAIN(FULLY WELD ALL JOINTS)INSTALL OR FABRICATE 6" CLASS 150, 10 GAUGE, STEEL FORCEMAIN BEND, ANGLE AS NOTED24 LF591. . . . . . . . . . . . . . . . . . . . . . . . .EA2 . . . . . . . . . . . . . . . . .
TITLE SHEET1
NOTICE TO CONTRACTOR(S)
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, INCONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, ANDAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THEINCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALLFOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYNOT SHOWN ON THESE DRAWINGS.RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ORTAKE ALL DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWNUTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TOAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTINGOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THETHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALLIS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITHTHE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS.REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENT. WHEN CONSTRUCTIONCORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TOBE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESELOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVILPOINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BESURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORD MAPS, HIGHWAY MAPS, OR MONUMENT PRESERVATION NOTE SHEET INDEX TO SHEETS SHEET1 . . . . . . TITLE SHEET . . . . . . FORCE MAIN SEWER PLAN23SHEETWATERSEWER &(909) 875-1804RIALTO, CALIFORNIA 92377855 W. BASELINEWEST VALLEY WATER DISTRICTCITY OF RIALTO335 W. RIALTO AVENUERIALTO, CALIFORNIA 92376(909) 421-7229(909) 820-5617RIALTO, CALIFORNIA 92376300 N. PEPPER AVENUESOUTHERN CALIFORNIA EDISONELECTRIC (909) 845-0709BEAUMONT, CALIFORNIA 92223251 EAST FIRST STREET, SC8080THE GAS COMPANYGAS (714) 284-3498ANAHEIM, CALIFORNIA 92805100 S. ANAHEIM BOULEVARD, SUITE 320AT&TTELEPHONE(888) 683-1000REDLANDS, CALIFORNIA 923731971 W. REDLANDS BOULEVARD, "B"ADELPHIA CABLECABLE TV UTILITY PURVEYORS . . . . . . DETAILS
40880-M COUNTY CENTER DRIVETEMECULA, CALIFORNIA 92591CONTACT:SOILS ENGINEER (951) 600-9271MR. JIM LARWOOD, CEG
ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF RIALTO STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS, AND THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, WITH SUPPLEMENTS, ANY VARIATION FROM OR EXCEPTION TO THE STANDARDS OR FOLLOWING GENERAL NOTES MUST BE APPROVED BY THE CITY.ALL MAINLINE SEWERS SHALL BE VCP BELL AND SPIGOT. RESIDENTIAL LATERALS SHALL BE 4" VCP BELL AND SPIGOT. COMMERCIAL LATERALS SHALL BE 6" MINIMUM VCP BELL AND SPIGOT. NO SUBSTITUTIONS ALLOWED.THE CONTRACTOR SHALL NOTIFY THE CITY OF RIALTO DEVELOPMENT SERVICES DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION AND 24 HOURS PRIOR TO THE NEED OF INSPECTION.EXCAVATION AND TRENCH WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE CONSTRUCTION SAFETY ORDERS. THE CONTRACTOR SHALL BE REQUIRED TO SHOW THAT A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY HAS BEEN OBTAINED BEFORE SEWER CONSTRUCTION PERMIT CAN BE ISSUED.MANHOLE COVERS SHALL BE LEFT AT LEAST 6" BELOW SUB GRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF PAVING.FOUR-INCH (4") V.C.P. SEWER LATERAL CONNECTIONS SHALL BE LAID TO GRADE AS ESTABLISHED BY THE ENGINEER SO THAT THE 4" V.C.P. WILL HAVE A MINIMUM COVER OF FOUR (4') TO THE TOP OF PIPE AT PROPERTY LINE AND SHALL HAVE A MINIMUM GRADE OF 2%. ALL SEWER LATERALS SHALL BE LAID 90 DEGREES TO THE MAIN LINE. CONSTRUCTION SHALL BE PER CITY STANDARD DRAWING No. SS-209. NO LATERAL SHALL BE PLACED UNDER ANY DRIVEWAY APPROACH OR DRIVEWAY.ALL COMPACTION SHALL BE PERFORMED AS SHOWN ON CITY OF RIALTO STANDARD No. S-110 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION AND ADDENDUMS.ALL VITRIFIED CLAY PIPE JOINTS TO BE TYPE D OR TYPE G AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION.FINAL AIR TESTING FOR PIPELINE LEAKAGE SHALL BE MADE IN THE PRESENCE OF THE CITY INSPECTOR AFTER BACKFILL AND COMPACTION HAVE BEEN COMPLETED BY THE CONTRACTOR AND INSPECTED, APPROVED AND ACCEPTED BY THE CITY.ALL SEWER LINES TO BE BALLED IN THE PRESENCE OF THE CITY INSPECTOR AFTER FINAL TESTING AND MANHOLE COVERS HAVE BEEN BROUGHT TO GRADE UPON COMPLETION OF PAVING. BALLING MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO OCCUPANCY RELEASES BEING ISSUED.DEVELOPER'S ENGINEER SHALL FURNISH A COMPLETE SET OF "AS-BUILT" PLANS ON ORIGINAL MYLARS TO THE CITY AT THE COMPLETION OF THE SEWER WORK AND PRIOR TO PAVING OF STREETS, SHOWING LOCATION OF WYES AND END OF HOUSE LATERALS AT THE PROPERTY LINE.SAND BEDDING SHALL BE S.E. MIN. 30, 4" UNDER THE PIPE, AND 12" OF COLORED SAND OVER THE TOP OF PIPE UNLESS OTHERWISE NOTED ON PLANS. COLOR TO BE APPROVED BY FIELD INSPECTOR PRIOR TO LAYING.THE CURB AND GUTTER SHALL BE "ETCHED" SHOWING LATERAL LOCATIONS: "S" FOR SEWER, "G" FOR GAS, "E" FOR ELECTRICAL; AND "W" FOR WATER.STATE LAW (SB3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (USA) AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY USA TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A PERMIT TO WORK WITHIN THE PUBLIC RIGHT OF WAY FROM THE CITY OF RIALTO DEVELOPMENT SERVICES DEPARTMENT.DRIVE APPROACH CENTERLINES SHALL BE STAKED WHEN SEWER LINES ARE STAKED.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR.STREET TRENCHING, BACKFILLING AND PAVEMENT REPAIRS SHALL BE IN ACCORDANCE WITH CITY OF RIALTO STANDARD DRAWING No. SC-231APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER AND THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.ALL NEW SANITARY SEWERS SHALL BE VIDEOTAPED, WITH TAPE SUPPLIED TO CITY ENGINEER, PRIOR TO CITY'S ACCEPTANCE OF ANY NEW SEWER.ALL SANITARY SEWER APPURTENANCES SHALL BE ABANDONED, RELOCATED AND/OR UPGRADED PER THE DIRECTION OF THE CITY INSPECTOR, PER CITY OF RIALTO STANDARDS, REGARDLESS IF SHOWN ON PLANS OR NOT.CITY OF RIALTO CONSTRUCTION INSPECTION HOURS7:00A.M. TO 5:00P.M. - MONDAY THROUGH THURSDAY
1.2.3.4.5.6. 7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.
SEWER GENERAL NOTES
LENNAR CORPORATIONBLAINE HUMBLES4140 TEMESCAL CANYON RD., SUITE 410CORONA, CA 92883DEVELOPER/OWNER
CLUB DRCOUNTRY
FOOTHILL FWYAVENUEOAKDALEEHIGHLAND
E EASTONW EASTON STREET
E BASELINE ROAD
AVENUE
N RIVERSIDE AVENUE
VICINITY MAPNOT TO SCALE
W BASE LINE ROAD
N RIVERSIDE AVENUE
CACTUS
PROJECT LOCATION
WATER
IN THE CITY OF RIALTO~ TRACT MAP No. 20092 ~SEWER IMPROVEMENT PLANSRIVER RANCH by LENNAR HOMES PETRA GEOSCIENCES, INC.(951) 339-0470
CENTER LINEPROPERTY LINE /RIGHT OF WAYEASEMENT LINE / SETBACK LINEAPPROXIMATE LIMIT OF WORK LINEEXISTING WATER LINEEXISTING SANITARY SEWER LINEEXISTING GAS LINEEXISTING ELECTRICAL LINEEXISTING TELECOMMUNICATIONS LINEPROPOSED WATER LINEPROPOSED FIRE WATER LINEPROPOSED SANITARY SEWER LINEPROPOSED SEWER FORCEMAIN LEGEND
SNOT TO SCALETYPICAL STREET SECTION
LCR/W R/W DECLARATION OF RESPONSIBLE CHARGE I, THE UNDERSIGNED ENGINEER, HEREBY DECLARE THAT I AM THE ENGINEER OFWORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVERTHE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANDPROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENTSTANDARDS. I UNDERSTAND THAT THE CHECK OF PLANS AND SPECIFICATION BYTHE CITY OF RIALTO IS CONFINED TO REVIEW ONLY, AND DOES NOT RELIEVE ME ASENGINEER OF WORK OF MY RESPONSIBILITIES FOR THE PROJECT.01/08/26ROBERT OTTE, RCE 44120 DATE WORK TO BE DONE STATEMENTTRENCHING AND BACKFILL FOR INSTALLATION OF NEW SEWER FORCE MAIN,INCLUDING MANHOLES AND AIR VAC.
STATION 10+06 TO 13+00
7 . . . . . . . . . . . . . . . . . . . .1EA
1/29/26
2/3/26
S-TR-20092
1 Underground Service AlertCall: TOLL FREE1-800227-2600TWO WORKING DAYS BEFORE YOU DIGREVISIONS SHEET
FOR:
CITY OF RIALTOPREPARED UNDER THE SUPERVISION OF:DATESEAL-DESIGN ENGINEER DRAWN BY: L.C.DESIGN BY: S.U.CHECKED BY: R.R. OTTEMARK
DATE
PROFILE SCALEVERT.:1" =4'HORIZ.:1" =40'
ROBERT OTTE, RCE No. 44120 (Exp. 06/30/27)RECOMMENDED FOR APPROVAL BY ENGINEERING RESOURCES OF CALIFORNIA:DATEJOHN M. BRUDIN, RCE No. 41836APPROVED BY:DATE PLAN No.MATTHEW SCOTT BENNETT, CITY ENGINEER, RCE 65100OF 3 SHEETSBENCHMARK: CITY OF RIALTO No. 036-88DESCRIPTION: CITY OF RIALTO BRASS DISC SET IN PCC BASEElev: 1490.698FOR STREET LIGHT No. 2162617E 17' SOUTH OF CENTERLINEOF RIVERSIDE OUTER HIGHWAY 68' WEST OF CENTERLINE OFCACTUS AVENUE.04/01/1989 INIT.DEPT.
LENNARTRACT 20092
TRACT MAP No. 20092SEWER IMPROVEMENT PLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.3801 UNIVERSITY AVENUE, SUITE 300, RIVERSIDE, CA 92501 WWW.KIMLEY-HORN.COMPHONE: (951) 543-9868 1/08/26 2FORCE MAIN SEWER 15 1613 1411 12
1390
1380
10 1400
1390
1380
1400 EXISTING UTILITY NOTEEXISTING UTILITY INFORMATION SHOWN BASED ONRECORD INFORMATION AND FIELD OBSERVATIONS.CONTRACTOR IS RESPONSIBLE FOR REPORTING ONDISCREPANCIES TO THE ENGINEER SEWER CONSTRUCTION ITEMS1
65INSTALL 6" C-900 PVC SEWER FORCE FITTING, ANGLE AS NOTED3 INSTALL 2" AIRVAC, APCO MODEL 400 OR APPROVED EQUALAND MANHOLE PER DETAIL 5 ON SHEET 3TRENCH PATCH AND PAVEMENT REPAIR PER CITY OF RIALTOSTANDARD NO. SC-231, SEE SHEET 3, & REPLACE DAMAGED CURBTO THE SATISFACTION OF THE CITY ENGINEER.CONSTRUCT STANDARD PRECAST IN-PLACE MANHOLE FORSEWER PER CITY OF RIALTO STANDARD NO. SS-202-0 INSTALL 6" C-900 PVC SEWER FORCE MAIN (RESTRAINALL JOINTS)INSTALL 6" CLASS 150, 10 GAUGE, STEEL FORCE MAIN(FULLY WELD ALL JOINTS)INSTALL OF FABRICATE 6" CLASS 150, 10 GAUGE, STEEL FORCEMAIN BEND, ANGLE AS NOTED24 1 1
1 1
LINE TABLE
7 1/29/26
2/3/26
S-TR-20092
1 Underground Service AlertCall: TOLL FREE1-800227-2600TWO WORKING DAYS BEFORE YOU DIGREVISIONS SHEET
FOR:
CITY OF RIALTOPREPARED UNDER THE SUPERVISION OF:DATESEAL-DESIGN ENGINEER DRAWN BY: L.C.DESIGN BY: S.U.CHECKED BY: R.R. OTTEMARK
DATEROBERT OTTE, RCE No. 44120 (Exp. 06/30/25)RECOMMENDED FOR APPROVAL BY ENGINEERING RESOURCES OF CALIFORNIA:DATEJOHN M. BRUDIN, RCE No. 41836APPROVED BY:DATE PLAN No.MATTHEW SCOTT BENNETT, CITY ENGINEER, RCE 65100OF 3 SHEETSBENCHMARK: CITY OF RIALTO No. 036-88DESCRIPTION: CITY OF RIALTO BRASS DISC SET IN PCC BASEElev: 1490.698FOR STREET LIGHT No. 2162617E 17' SOUTH OF CENTERLINEOF RIVERSIDE OUTER HIGHWAY 68' WEST OF CENTERLINE OFCACTUS AVENUE.04/01/1989 INIT.DEPT.
LENNARTRACT 20092
TRACT MAP No. 20092SEWER IMPROVEMENT PLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.3801 UNIVERSITY AVENUE, SUITE 300, RIVERSIDE, CA 92501 WWW.KIMLEY-HORN.COMPHONE: (951) 543-986801/08/26 3DETAILS
SEWER FORCEMAIN AIRVAC AND MANHOLE DETAILNOT TO SCALE5
1/29/26
2/3/26
S-TR-20092
1