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965yy_wtSEWER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TEMESCAL VALLEY WATER DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS, AND STANDARD DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICTS SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MADE PART OF THE SPECIFICATIONS. 3. THE DRAWINGS AND DATA HEREON HEREBY ARE MADE PART OF THE SPECIFICATIONS. 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF TVWD. 5. APPROVAL OF THESE PLANS BY TVWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF WORK. 6. CONTRACTOR SHALL NOTIFY THE TVWD ONE WEEK PRIOR TO STARTING CONSTRUCTION. 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECTS DRAWINGS. 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. 9. THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND TVWD SPECIFICATIONS. 10. EACH LOT SHALL BE SERVICED WITH A FOUR (4)-INCH SEWER LATERAL SET AT A MINIMUM GRADE OF 2.OX WITH A MINIMUM INVERT DEPTH OF 5.0 FEET BELOW THE BOTTOM OF THE CURB AT THE PROPERTY LINE, UNLESS OTHERWISE APPROVED BY THE TVWD. 11. ALL LATERALS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, ADJUSTED UNDER TVWD INSPECTION TO CLEAR DRIVEWAYS AND OTHER IMPROVEMENTS. LATERALS SHALL BE FOUR (4)-INCH MINIMUM DIAMETER UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LITERALS SHALL HAVE A CLEAN OUT IN ACCORDANCE WITH STANDARD DRAWINGS NO. S-9 AND S--30. LATERALS SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARD DRAWINGS NOS. S-4, S-5, S-6, AND S-7. 12. JOB -MIXING OF CONCRETE IS NOT PERMITTED. 13. ALL CONCRETE TESTING REQUIRED BY THE TVWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL SECURE APPROVAL FROM THE TVWD INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER PIPE OR WYl 15. ALL SEWER LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD' AFTER CONSTRUCTION AS SPECIFIED BY THE TVWD SPECIFICATIONS. 16. ALL ACCESS HOLES (MAN HOLES) SHALL BE TESTED BY 'VACUUM TESTS" AS SPECIFIED IN THE TVWD STANDARD SPECIFICATIONS. 17. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTION TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE TVWD DISTRICT ENGINEER. 18. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES. 19. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT JURISDICTION IN ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL, TEMPORARY PAVEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC STRIPPING. 20. ALL MATERIALS, TESTING, AND INSPECTION OF THE SEWER SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF TVWD AND RIVERSIDE COUNTY STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. 21. SEWER SHALL BE 8" INCH PVC (SDR 35) OR 8" INCH PVC C900 OR C905 (REQUIRED FOR SEWER DEPTH] 15 FEET) IN ACCORDANCE WITH TVWD SPECIFICATIONS AND STANDARDS. W 22. FORCE MAINS SHALL BE 8" INCH PVC IN ACCORDANCE WITH TVWD SPECIFICATIONS AND STANDARDS z (PROVIDE FORCE MAIN DIAMETER, C900 OR C905, AND PIPE CLASS 200 OR GREATER). C7 t V) 23. STANDARD MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWD SPECIFICATIONS AND STANDARD i■ DRAWINGS NO. S- 12. TERMINUS TYPE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWD Q 0 STANDARD DRAWING NO. S-13. 24. STANDARD MANHOLE COVERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWD STANDARD DRAWING NO. S- 14 AND S- 15. IN UNPAVED AREAS LOCKING TYPE MANHOLE COVERS SHALL BE CONSTRUCTER IN ACCORDANCE WITH TVWD STANDARD DRAWING NO. S-17. 25. SEWER BEDDING, BACKFILL, CAPS, AND ENCASEMENT, CAPS SHALL BE IN ACCORDANCE WITH TVWD STANDARD DRAWING NO. 5-1, S-2, AND S-3. �A ~ 26. CONTRACTOR SHALL PROVIDE AND BEAR THE TOTAL COST OF CLOSET] CIRCUIT VIDEO INSPECTION OF ALL NEW INSTALLED PIPELINES UNLESS OTHERWISE DIRECTED BY THE DISTRICT INSPECTOR. V7 27, PRIOR TO POURING OF MANHOLE BASE, CONTRACTOR SHALL INSTALL A MANHOLE ADAPTER MADE BY GPK PRODUCTS, INC FOR ALL INLET(S) AND OUTLET AT THE PROPER GRADE AND DIRECTION. u 28. EACH MANHOLE SHALL BE VACUUM TESTED IMMEDIATELY AFTER ASSEMBLY AND PRIOR TO BACKFILLING BY w THE CONTRACTOR. AFTER THE CONTRACTOR COMPLETES BACKFILLING AND PRIOR TO ACCEPTANCE BY THE InDISTRICT, EACH MANHOLE SHALL BE RE -TESTED IN PRESENCE OF THE DISTRICT INSPECTOR. 29. NO GROUT SHALL BE PLACED IN THE HORIZONTAL JOINTS BEFORE TESTING. cl- Q 30. A VACUUM OF 10 INCHES OF MERCURY SHALL BE DRAWN AND THE PUMP SHUT OFF. WITH ALL VALVES CLOSED, THE MANHOLE SHALL HOLD 10 INCHES OF MERCURY FOR 60 SECONDS. 31. IF THE MANHOLE FAILS THE INITIAL TEST, NECESSARY REPAIRS SHALL BE MADE WITH A NON -SHRINK W F- GROUT TO THE OUTSIDE WHILE THE VACUUM IS STILL BEING DRAWN, RETESTING SHALL PROCEED UNTIL A Lu SATISFACTORY TEST IN OBTAINED W � Q 32. MANHOLE DIAMETERS SHALL BE 48-INCH FOR SEWER DIAMETER 24-INCH AND SMALLER, AND 60-INCH O _j FOR SEWER PIPE DIAMETER 27-INCH AND LARGER AND FOR ALL MANHOLES WITH A DEPTH OF 12-FEET � OR MORE. 36-INCH CONE SHALL BE USED WITH A 60-INCH MANHOLE. j V 33. FOR 1) ALL NEW MANHOLES ON SEWER DIAMETERS 15-INCHES OR GREATER 2) ALL NEW MANHOLES WHERE UPSTREAM SEWER SLOPE IS 5,-.OR GREATER 3) ALL MANHOLES WITHIN 1000 FEET OF A FORCEMAIN DISCHARGE AND 4) EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC OR POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK. O O wCL CL ric CL_ w what's bdow. Call b*n you dig. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR D.:,,ING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLnON AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 9/6/18 DL COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK AND/OR A GRAOING PERMIT HAS BEEN ISSUED. ENGINEER IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SEWER & WATER IMPROVEMENT PLANS TRACT No. 36826-1 NON -POTABLE WATER NOTES.- 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TEMESCAL VALLEY WATER DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MADE PART OF THE SPECIFICATIONS. J. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. 4. REVISIONS WILL NO BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF TVWD 5. APPROVAL OF THESE PLANS BY TVWD DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF WORK. 6. THE CONTRACTOR SHALL NOTIFY THE TVWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO BEGINNING WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED. 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS. 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL -OSHA SAFETY REQUIREMENTS. 9. IF REQUIRED BY TVWD, THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS, TVWD SPECIFICATIONS AND COUNTY OF RIVERSIDE REQUIREMENTS. 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED. 11. ALL CONCRETE TESTING REQUIRED BY THE TVWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE TVWD DISTRICT ENGINEER. 13, ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND DRAINING OF THE EXISTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY THE DISTRICT. 14. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARD DRAWINGS W-5 OR W-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOWOFFS AL ALL LOW POINTS IN THE WATER LINE PROFILE FIRE HYDRANTS CAN BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH POINT OR LOW POINTS IN THE PROFILE. BLOWOFFS SHALL BE INSTALLED IN CONFORMANCE TO W---2. 15. ALL EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIED AND NOTES SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONNECTION. 16. NON -POTABLE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 17. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED PIPE PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALL VALVES, PIPELINES AND APPURTENANCES SHALL BE TESTED AT 1.25 TIMES THE MAXIMUM STATIC PRESSURE OF THE PIPELINE WITH THE TOTAL ROUNDED UP TO THE NEAREST 25 PSI. VALVES SHALL BE CAPABLE OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITION. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE DISTRICT INSPECTOR. 18. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCORDANCE TO TVWD STANDARD SPECIFICATIONS. 19. ALL MATERIALS, TESTING AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF TVWD, RIVERSIDE COUNTY, AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCE AGENCIES WILL BE CAUSE FOR REJECTION. 20. NON -POTABLE WATER LINE CONSTRUCTION SHALL BE 6 IN DIP OR PVC AS NOTED ON PLANS IN ACCORDANCE WITH AWWA STANDARDS AND TEMESCAL VALLEY WATER DISTRICT STANDARD DRAWINGS W-17, W-19, AND W-20 (FOR PVC PIPE) AND W-22, W-23, AND W-26 THROUGH W-32. 21. RESTRAINTS SHALL BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH TVWD STANDARD DRAWINGS W-19 AND W-22. 22. NON -POTABLE WATER PIPE AND BLOW OFFS SHALL BE PURPLE PVC, MARKED AS REQUIRED BY TVWD SPECIFICATIONS TO IDENTIFY IT AS NON -POTABLE (RECLAIMED) WATER. IF DIP IS USED IT MUST BE MARKED WITH PURPLE MARKING TAPE. 23. ALL 1-INCH AND 2-INCH COPPER SERVICES AND AIR VAC & AIR RELEASE ASSEMBLIES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE. GENERAL NOTES: 1. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-800-227-2600) AND NON-MEMBER COMPANIES, OR UTILITIES, TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS, MAIN CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS. 2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AT PROPOSED CONNECTIONS AND CROSSINGS AND VERIFY ELEVATIONS, LOCATIONS AND SIZE OF EXISTING FACILITIES. J. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE UTILITY, WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING DISTRICT -OWNED UTILITIES). CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION. 4. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 42 INCHES OF COVER OVER THE TOP OF THE WATER THE WATERLINE SHALL CROSS UNDER THE OBSTRUCTION WITH A MINIMUM CLEARANCE OF 12 INCHES. 5. SEPARATION BETWEEN SEWER AND WATER SHALL CONFORM TO RIVERSIDE COUNTY STANDARD NO. 817 AND TVWD SEWER AND WATER SYSTEM FACILITY REQUIREMENTS. 6. ALL MATERIALS USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE 461. 7. REFER TO RIVERSIDE COUNTY STANDARD NO. 818 FOR TRENCH REPAIR. 8. SEPARATION REQUIREMENTS BETWEEN SEWER AND WATER LINES SHALL CONFORM TO STATE HEALTH CODE STANDARDS. 9. OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT/RELOCATION OF ALL SURVEY MONUMENTS WITHIN THE PROJECT AREA PER LAND SURVEYOR ACT. 10. GET AN ENCROACHMENT PERMIT FROM TRANSPORTATION DEPARTMENT. PERMIT TELEPHONE NUMBER IS (951) 955-6790 DESCRIP71ON R E V I S 1 0 N S SEAL -ENGINEER JAY NO. 75731 * EXP. 6-30-20 CivilL �. APPR. DATE��1� COUNTY WATER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TEMESCAL VALLEY WATER DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS, AND STANDARD DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MADE PART OF THE SPECIFICATIONS. 3. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF TVWD. 5. APPROVAL OF THESE PLANS BY TVWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF WORK. 6. THE CONTRACTOR SHALL NOTIFY THE TVWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO BEGINNING WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED. 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS. 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL -OSHA SAFETY REQUIREMENTS. 9. THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND TVWD SPECIFICATIONS. 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED. 11. ALL CONCRETE TESTING REQUIRED BY TVWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE TVWD DISTRICT ENGINEER 13. ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND DRAINING OF THE EXISTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY TVWD. 14. EACH LOT SHALL BE SERVICED WITH A MINIMUM ONE (1) INCH COPPER LATERAL WITH METER AND BACK FLOW PROTECTION DEVICE. A 314-INCH HIGH LETTER AW" SHALL BE CHISELED IN THE TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS. 15. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARD DRAWINGS W-5 OR W-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER LINE PROFILE. FIRE HYDRANTS CAN BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH POINT OR LOW POINTS IN THE PROFILE BLOW -OFFS SHALL BE INSTALLED 1N CONFORMANCE TO W--2. 16. ALL EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIED AND NOTES SHALL BE SUBMITTED TO TVWD PRIOR TO CONNECTION. 17. WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 18. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED PIPE PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALL VALVES, PIPELINES AND APPURTENANCES SHALL BE TESTED AT 1.25 TIMES THE MAXIMUM STATIC PRESSURE OF THE PIPELINE, WITH THE TOTAL ROUNDED UP TO THE NEAREST 25 PSI. VALVES SHALL BE CAPABLE OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITION. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE DISTRICT INSPECTOR. 19. CONTRACTOR SHALL DISINFECT ALL PIPELINES AND APPURTENANCES EITHER PRIOR TO OR AFTER THEY HAVE BEEN SUBJECTED TO HYDROSTATIC AND LEAKAGE TESTING. THE METHOD OF DISINFECTING SHALL CONFORM TO PROVISIONS OF AWWA C-601 (LATEST). THE CONCENTRATION OF THE DOSAGE APPLIED SHALL BE PRESCRIBED BY THE DISTRICT AND SHALL. BE AT LEAST 50 PPM AND IT SHALL NOT EXCEED 200 PPM. CHLORINATED WATER SHALL REMAIN IN THE PIPE LONG ENOUGH TO DESTROY ALL NON -SPORE -FORMING BACTERIA (MIN. 24 HOURS). 20. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCORDANCE TO TVWD STANDARD SPECIFICATIONS. 21. ALL MATERIALS, TESTING, AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF TVWD AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. 22. FIRE HYDRANT SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS NOS. W-1 AND W-3 OR W-4. 23. WATER LINE CONSTRUCTION SHALL BE 8 INCH (PVC, CML OR STEEL) 1N ACCORDANCE WITH STANDARD DRAWINGS NOS. W-17, W-19, AND W-20 (FOR PVC PIPE) AND W-22, W-23 AND W-26 THROUGH W-32. 24. RESTRAINTS SHALL BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH TVWD STANDARD DRAWINGS NO. W-19 AND W-22 WATER SYSTEM CERTIFICATION T CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TR 36826-1 IS 1N ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF TEMESCAL VALLEY WATER DISTRICT AND THAT THE WATER SERVICE STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY WATER TO SAID PROJECT. THIS CERTIFICATE DOES NOT CONSTITUTE A GUARANTEE THIS IT WILL SUPPLY WATER TO SAID PROJECT AT ANY SPECIFIC QUANTITIES, FLOWS, OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE GE MONUMENT NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONMENTATION AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILLED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYORS ACT. BASIS OF BEARING BASIS OF BEARING IS NORTH SECTION LINE OF SAID SECTION 13 TAKEN AS NORTH 89'06'58" WEST, AS SHOWN BY TRACT MAP 30440-1 PER M.B. 406130-32, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955--6885 FOR PARCEL MAPS AND TRACT MAPS. FIRE HYDRANT COLOR CODING FIRE HYDRANTS TO BE PAINTED PER NFPA 291 AND COUNTY OF RIVERSIDE FIRE DEPARTMENT STANDARDS PRESSURE COLOR 1500 OR GREATER LIGHT BLUE 1000-1499 GREEN 500--999 ORANGE ��OFESS/p,�\ � �PpDAI(RF9F� W c^ rr+ NO. 80614 `n * EXP. 03-31-23 fJ. CIVIC �Q. _ 9� OF CAL\F� GENERAL MANAGER = DATES APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 09-01-2023����� Date: 9/5/2023 _ gy;_ �� _ SIGNATURE SEWER SYSTEM CERTIFICATION 1 CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TR 36825-1 IS IN ACCORDANCE WITH THE SEWER SYSTEM REQUIREMENTS OF TEMESCAL VALLEY WATER DISTRICT AND THAT THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED PROJECT. r�eeiroe� Herr DESIGN L3Y ROG AMs PR9NM R.' 1kc DRAWN BY: TG E N a I N E R S CHECKED 11Y LE RDR C" Erngil► ve Surva Planning E. SEAS 6879 Airport Drive Rig S' e, CA 92504 Tel:(951) 688- 2 x: 1) 688-0599 NOTED UNDER THE 8 DATE' 5uffim" 06/01/18 Mi e!1 Jay Adki R.CE. 75731 Da[e: JOB NUMBER: 8736 r R oIsTVL\ A TEMESCAL VALLEY WATER DISTRICT APPROVED FOR CONSTRUCTION. J11N MANAGER DATE NEE6NG R.C.E DATE APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT (FOR OFFSITE HYDRANT LOCATIONS ONLY) 9A, it ARP OVED BY: D E: 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED --- BM-71-A-77---. ELEV.: 1058.40 (NA VD88) SCALE: H: AS NOTED V. AS NOTED OWNER/APPLICANT FORESTAR TOSCANA DEVELOPMENT COMPANY 4590 MACARTHUR BLVD, SUITE 600 NEWPORT BEACH CA, 92660 ENGINEER ENalmmHERS 6879 AIRPORT DRIVE RIVERSIDE, CA 92504 TELEPHONE. (951) 688-0241 FAX. (951) 688-0599 SOILS ENGINEER ADVANCED GE07ECHNICAL SOLU77ONS INC. 25109 JEFFERSON AVE, #220 MURRIETA, CA 92562 TELEPHONE (619) 708-1649 ASSESSOR'S PARCEL NUMBER 290-070-0045 LA ND USE/ZONING EXISTING LAND USE: VACANT PROPOSED LAND USE: RESIDENTIAL & OPEN SPACE EXISTING GENERAL PLAN LAND USE. LDR, OS-C PROPOSED GENERAL PLAN LAND USE., MDR, OS-C EXISTING ZONING. SP (327) PROPOSED ZONING. SP (327) UTILITY PURVEYORS WATER. TEMESCAL VALLEY WATER DISTRICT SEWER: TEMESCAL VALLEY WATER DISTRICT ELECTRIC. SOUTHERN CALIFORNIA EDISON COMPANY GAS: SOUTHERN CALIFORNIA EDISON COMPANY TELEPHONE. AT&L VERIZON CABLE: TIME WARNER affairs 70 i �_.w:m.1z �a �0� s�TE cl, CEMEX e<< �� z 13 MINES SYCAMORE nil o CREEK (a 15 c)-N [� � Ro WERNER MINES T.S VICINITY MAP NOTE. FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36826-1 I.P. NO ] 70019 SHEET NO. COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT PLAN SCHEDULE "A " TITLE SHEET OF 9 SHEETS I FOR: FORESTAR w.0. COUNTY 965-YY TOSCANA DEVELOPMENT CO. 8736 FILE NO. a 10 d O 4 U: \Projects\FOREMOST COMMUNITIES j8736\Engineering Phase 2\Tract 36826-1 \Sewer and Water\36825-1 SWR 0 7.dwg SEWER CONSTRUCTION NOTES QUANTITIES 0 CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-1............................................................ 3,260 L.F REMOVE TEMPORARY END -CAP AND JOIN EXISTING................................................................................ 2 EA �3 CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S---12 AND S-14.......................................................... 14 CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S-12 AND S-14.......................................................... I EA INSTALL 4" SEWER LATERAL PER TVWD STD. NO. S-4.......................................................................... 94 EA CONSTRUCT 8" PVC C-900, CLASS 165 SEWER PER TVWD STD. NO. S-I......................................... 510 L.F �7 INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. NO. S-29.......................................................... 64 EA (8 SLURRY 13ACKFILL PER TVWD STD. NO. W-21 WHEREVER COVER < 84.............................................. * THE OLMP77ES SHOWN HEREON FOR BONDING INFORMATION ONLY THE CONTRACTOR IS TO CONSTRUCT PROJECT PER THESE PLANS AND SUBA41T BID BASED ON THEIR OWN QUANTITY 'TAKE OFFO DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES QUANTITIES 0 INSTALL 8" DIA. PVC, CLASS 150, C-900 WATER MAIN PER TVWD STG. DWG. W-17.......................... 3659 L.F INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (THREE VALVES PER TEE, ED FOUR VALVES PER CROSS) ................................................... +�3 INSTALL 2" AIR VAC PER TVWD STD. W-6............................. ......... ............. ........................................... 5 EA INSTALL 4" BLOWOFF PER TVWD STD. W-2......................................................................................... I EA �5 INSTALL 8X8X8" FLG'D DUCTILE IRON TEE............................................................................................ 3 EA RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22...................... �7 INSTALL 8" 90' DUCTILE IRON ELBOW...................................................................................................... 2 EA �8 INSTALL 8' 45' DUCTILE IRON BEND .............................. .......................................................................... 2 EA r INSTALL 8" 11.25' DUCTILE IRON BEND ....................... ] O REMOVE TEMPORARY CONSTRUCTION END CAP, JOIN EXISTING ....................... .... 2 EA ` ] i INSTALL 8" DUCTILE IRON END CAP.....................................................................................................---- 3 EA !2 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4................................................. 11 EA } ]3 INSTALL BLUE RETRO-REFLECTIVE FH MARKER PER DETAIL 'C' ON SHEET 9. ............ ......... ........... 17 EA 74 INSTALL I" COPPER SERVICE LATERAL AND METER PER TVWD STD. NO'S W-7 & W-9........... .......... 1,877 L.F 15 INSTALL 12 X8" DUCTILE IRON REDUCER .............................................. 1 EA 16 INSTALL 8" FLG'D DUCTILE IRON CROSS.................................................................................................. I EA C� O� 17 INSTALL 2" MANUAL AIR VAC PER WATER AGENCIES STD. WA-01, SEE SHEET 9............................. I EA 1 # THE QUAN7777ES SHOWN HEREON FOR BONDING INFORIIMA77ON ONLY, THE CONTRACTOR IS TO CONSTRUCT PROJECT PER THESE PLANS AND SUBMIT BID BASED ON THEIR OWN QUANTITY TAKE `n OFF" RECLAIMED WATER CONSTRUCTION NOTES QUANTITIES INSTALL 6" DIA. PURPLE PVC. CLASS 235, C--900 NON -POTABLE WATER MAIN PER TVWD STD. 830 L F (n El DWG. NO. W-17.................................................................................... ...........•---........................... � INSTALL 6" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25........................................... ......1 � Q a INSTALL 2" AIR VAC PER TVWD STD. W-6............................................. ...............................................-. 4 EA Q � Cry co �. ❑4 INSTALL 6X6 X6" FLG'D DUCTILE IRON TEE .......................................... 1 EA >LJ 5 INSTALL 4' BLOWOFF PER TVWD STD. W-2......................................................................................... 3 EA W 1-61 INSTALL 6" X 45' DUCTILE IRON BEND................................................................................................... 2 EA __J m ❑7 INSTALL 6" X 11.25' DUCTILE IRON BEND.............................................................................. . ............... 2 EA � J REMOVE TEMPORARY CONSTRUCTION END CAP, JOIN EXISTING............................................................... I EA INSTALL 6" DUCTILE IRON END CAP WITH THRUST BLOCK PER TVWD STD. DWG ................................. 2 EA L t4 Lu 70 RESTRAIN JOINTS AND fNSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22...................... 00 V j:R� 7 1 INSTALL 2-112" COPPER SERVICE LATERAL AND 2" METER PER TVWD STD. NO'S W-8 & W-9....... 2 EA o __J Q 12 INSTALL 6" 90' DUCTILE IRON ELBOW...................................................................................................... 1 EA j Q * THE QUANTMES SHOWN HEREON FOR BONDING INFORMATION ONLY. THE CONTRACTOR IS TO fl CONSTRUCT PROJECT PER THESE PLANS AND SUBMIT BID BASED ON THEIR OWN QUANTITIES TAKE Orr Q • p (ri p U � � U � CL Q � wnaft below. W1 bef m you dig. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. OTE. A916118DL WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT BY MARK AND%OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER UPDATE QUANTITY DESCRIPTION R E V I S 1 0 N S APPR. 1 DATE COUNTY [.YyT�nIeIIi1��.i ESSI = c JAY ,4� x NO. 75731 * EXP. 6-30-20 * CIVI 45 41 I 40 39 S 44 EEC6 � ; �f 4 5 2 i g7 FINDERS COURT .38 37 ' i 55 72 1 1 56 71 57 58 70 59 Lug Z ----, fia 68 - -'s� 61 67 fit 66 ` ' 63 64 65 9 ' i❑ 12 TEM SF CAL HILLS DRIVE rD- ZAP 0 100 300 50 00 400 SCALE: 1 00 J DESIGN BY.• FLrAA S PRPWO Bl P, dl RA/7G DRAWN 8Y: i TG E 1V G 1►V E H R R CHECKED BY RDR Civil Engineering - Surveying - Planning 6879 Airport Drive, Rive Id CA 92504 Tel:(951) 688-02 • IF 1) 6 8--0599 SCALE: AS NOTED DATE• 06/01/18 UNDER THE SUPEWSION a . _ _ �g Mitchell Jay Adkkn, R.C.E 757JI Late: JOB NUMBER: 8736 35 34 33 20 19 18 w 21 - Cam! nal LL_ - 29 2-2 28 ' 23 w 27 24 26 25 —�` VISTA WAY. o Q SHEET 4 0 14 15 t 16 17 96 o. S. APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: TEMESCAL VALLEY WATER DISTRICT APPROVED FOR CONSTRUCTION: GENERAL MANAGER a rt Vb DA T R.C.E DATE LEGEND: ABBREWIATIONS ABBREVIATION DESCRIP77ON ANG.PT. ANGLE POINT BC BEGINNING OF CURVE B.O. BLOW OFF C&G CURB AND GUTTER CL CENTERLINE EC END OF CURVE EX. EXISTING FG FINISHED GROUND FS FINISHED SURFACE FL FLOWLINE H. B. HORIZONTAL BEND INV. INVERT LAT LATERAL L.F. LINEAR FEET LL LOT LINE MH MANHOLE PCC POINT OF COMPOUND CURVE P/L PROPERTY LINE PR. PROPOSED PRC POINT OF REVERSE CURVE PVC POLYVINYL CHLORIDE RWTR RECLAIMED WATER R/W RIGHT OF WAY SD STORM DRAIN S. L. SPRINGLINE STA. STATION SWR SEWER TC TOP OF CURB TM TENTATIVE MAP TR. TRACT V.B. VERTICAL BEND VPI VERTICAL POINT OF INFLECTION WTR DOMESTIC WATER X--ING CROSSING �OQ�OFESS/p�,l DAIL W c^ rr+ NO. 80614 `n �t EXP. 03-31-23 fJ CIV1l. �Q 9� OF CAL\F AS -BUILT PLANS DATE 09-01-2023����� SIGNATURE , BENCH MARK: NGS 71 A 77 LPIDDX5558� 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED --- BM-71-A-77---. ELEV.: 1058.40 (NAVD88) SCALE: H_ AS NOTED V.• AS NOTED LEGEND: SYMBOLS AND LINES ITEM EXISTING PROPOSED CROSS - ELBOW AIR VALVE --w MANUAL AIR VALVE BLOW OFF �d WA TER METER LANDSCAPE METER --emu END CAP W% B.O. --4D FINE HYDRANT MANHOLE W/ MANWAY- REDUCER 4 TEE TEE W%GATE VALVES TRACT BOUNDARY DOMESTIC WATERLINE (1509PZ) uw(1509) DOMESTIC WATERLINE (1320PZ) DV(1820) RECLAIMED WA TERLINE RV SEWERLINE s SHEET INDEX SHEET NO. DESCRIPTION I TITLE SHEET 2 INDEX SHEET 3 DAWN ROAD & VISTA WAY STA. 10+59.75 TO 20+50.00 4 VISTA WAY & DUSK COURT STA. 20+50.00 TO 25+28.42 5 FLORA ROAD STA. 10+61.58 TO 7 7+41.06 6 FINDERS COURT STA. 10+06.06 TO 15+59.27 7 BOWER STREET STA. 9+89.00 TO 15+93.01 8 ATLAS COURT STA. 10+06.06 TO 13+04.01 9 THRUST BLOCK DESIGN & DETAILS NOTE: FACILITY LOCATION COORDINATED W% PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. COUNTY OF RIVERSIDE 2 SEWER AND WATER IMPROVEMENT PLAN SCHEDULE "A " INDEX SHEET OF 9 SHEETS FOR: FORESTAR W. o. COUNTY 965-YY TOSCANA DEVELOPMENT CO. 8736 FILE NO. 0 O U. \ Projects\ FOREMOST COMMUNITIES 18736\Engineering Phase 2\Tract 36826-11 Sewer and Woterj36826-1 SWR 02.dwg I:1 1070 1060 1050 1070 f . fi 1050 1040 O w y i O � 0 o Q % V � W � M � o U C'a W � w E, � w v I w C) � U j DU Cn Q � LL U � U i U QL Q CL CL 4; m - - - - Pin n PLo C t] ca Qx Q O Q Lq O- N + eF N X uz rn N L[] q 12 i., � + +� + o _ °� a OF PA i- � z � z a L F IPE � - N o to CN -- CL OF PIP pay � m ono i �y �+ UIS77NG 12" of Cp n N iy - {„101 I� x a _ 50 101, - � a - O q� C] a TO 8. On F"7 F t ¢ ti i Pn T - P i4 -i _ i p. 96' L. F OF 3 L. . -- n - raj - CLASS 2._� PVC R. C- 00, D uq - - -- - 8A C- 00 C S 35 PV . R. C 90 C 5 2 P C R. -9 0 LA S 5 VC WT . . . . . . . . . ELIF RECLAIMED AEL1 E :3 rn - �� �� O CT+CO R n ER TV . . OD � . n + a - `- W ER R C4 " --- - - D - 0 r:zoo. - TOP OF PAVEMENT ,c m �- � c>L' ��... R P OFPAPR. CL OF PIPE n, o z - + PR VE CL F I - Ln - ra O �R. QABOVE OF PA o; ,r -4- - - S 2" IN. N 64 EX. G U - � s z - - - - . . . ❑ . . . W -9a i oa - 1 � PR. 1 a ' N2 1 8 - 1 0 8Ti7 R ] 0 ° TO '� 1 �1 8" PE TC P F - " TOP OF PR. - N � - - - PIFfiE f ' EX' $" 1¢ � �'SWR. PIPE U SWR LINE _ + � _ _ S=0.00m =0 0040 - - S A.1831.61 - - ---- Cal cn fi 1 R-1 G R ' GROUND ] 3. 2 0T R " �ro� -9 0 0 - g - 0P SWR4" STA 1 2 5 LO OF 10 12 ND 1 09.52 90' ELBOW n �i GRO - - - - INV. 1113. 1 243.3 ' t. O 6 Df . ►=,,,� � o < - - - -- --- - - -9 0, CLA S 35' RWi 172.29' aN C.URVE 8" D)A_ 2 5.5 ' F F " D . 17. 7' F F " ' -. _ 2 O.4 ' LF 8 D IL C-900 CLASS 165 PVC SWR. d -9 0, LA 1 5 VC SW SD -3 P C WR. -3 P S 7.96' t.F OF 8" DIA. 34.04' L.F. OF 8" DIA. Q C-900, CLASS 165 PVC SWR. . . C-900, CLASS 165 PVC Si PROFILE SCALE xaRlz: 1 = 40' . - - V£RT. 1" = 8' 10+00 w whan below. Call b*n ym 1 1 +.00 STA. 11 + 79.46 8" WTR X-ING 24" S1 1063.89 BOT WTR 1061.69 TOP LAT A-1 SD LINE (TYP)] 4 EX. 12" PVC WATER PER TR36643 �•v ",°, EX. 8" PVC ER PER ,Jrp� R36643 0- ems' 1059.22 BOT LAT A-2 1051.90 TOP Si TR. 36826-1136643 BNDY PE=1077.0 1 2+00- TR, 36826- ] BNDY 13+00 93 PE= 7 075.0 1 (2) WSEE RIGHT STA. 13+65.00 DAWN ROAD 1 40 120 1 :r 160 1 14+00 15+00 I_LL 91 90 89 PE=110�081.0 PE=1086.0 PE=1093.8 (D (D 0 ] 4 TYP} -R/W 92 ltj Dw(+320) PE to Q 077.0 � j `J - �- --� L4 S ti 320) SEWER CONSTRUCTION NOTES 0 CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-1 22 REMOVE TEMPORARY END -CAP AND JOIN EXISTING G3 CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 AND S-14 �4 CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S-12 AND S-14 INSTALL 4" SEWER LATERAL PER TVWD STD. NO. S-4 CONSTRUCT 8" PVC C-900, CLASS 165 SEWER PER TVWD STD. NO. S-1 77 INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. NO. S-29 DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES n INSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD 1 j STU. DWG. W-17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (THREE VALVES PER TEE, FOUR VALVES PER CROSS) Ln INSTALL 8X8 X8" FLG D DUCTILE IRON TEE V N /1 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. �J NO'S W-19 & W-22 fl p INSTALL 8" 45' DUCTILE IRON BEND O + ] 0 REMOVE TEMPORARY CONSTRUCTION END CAP, JOIN EXISTING v N CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. 12 W-4 INSTALL BLUE RETRO-REFLECTIVE FH MARKER PER DETAIL 'C' ON 13 SHEET 9 I" COPPER SERVICE LATERAL AND METER PER TVWD STD. GINSTALL NO'S 17 & W-9 ] 5 INSTALL 12" X 8" DUCTILIE IRON REDUCER ]7 INSTALL 2" MANUAL AIR VAC PER WATER AGENCIES STD. WA-01; SEE SHEET 9 RECLAIMED WATER CONSTRUCTION NOTES 1 INSTALL 6" ❑IA/ PURPLE PVC. CLASS 235, C-900 NON -POTABLE © . 2 W-25 5 INSTALL 4" BLOWOFF PER TVWD STD. W--2 ❑RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. 10 NO'S W-19 & W-22 11 INSTALL 2-112" COPPER SERVICE LATERAL AND 2" METER PER Tvw -8 & W-9 12 INS L 90' CTILE IRON ELBOW 6" 0 16+00 17+00 18+00 19+00 20+00 20+50 SD LINE--B 85 STA.17+96.61 PE=1 115.6 BOWER STREET 8" WTR X-ING 8" SWR 7 1115.12 BOT WTR SEE SHEET 7 65 88 1109.25 TOP Si PE=112 1.6 99 fi4 - PE=1 099.8 11 PE= ] ] D4.6 11 PE=1 1 ] D. 6 ` STA.19+00.00 1T LS. SERVICE i�7 O. S PE=� 5.0 7 ' 7 R/W `7 STA.15+33.81 12 ]3 STA.17+ 79.61 6 5 2 8"x8OW TEE j FH 5D LINE -A 17 5TA.17-i-74.75 r \ v 2" MANUAL AIR VAC \, CfJ v n �75 Dw(1320) DW{7 0y 1320] -- ,- L '-� DW{ DW[1320j VISTA WAlY �DW{7320y 20 LO + w �� I- i + - - -' �� �+ �p2 co _ � S 5 g 5 S w $ L6- _, S ni � � .� L5 77�S RW Rw Lai 3 STA.15+74-K (TyP)f-1_I MH #2 J 3 PE=1 D72.0 ¢ PE=1086.D 5 6 PE=1095A PE=1102.D 2 7 ('f (D PE=1073.0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS SEAL -ENGINEER DESIGN BY. RESPONSIBLE FOR ASSURING THE ACCURACY AND RA/'TG ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �j(w, DRAWN SY.- APPROVAL OR DURING CONSTRUCTION, THE PRIVATE JAY "'��[[ rG ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING ~ `' E N G I N E E R CHECKED BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS ca �' �, RDR FOR APPROVAL BY THE COUNTY. r CM E�ve N0. 7573t ��� � 3rY*7g - Plsi SCALE: 5879 Airport Drive, Riverside, CA 92504 NorE: * SCALE- EXP. $-3n-�a it AS NOTED Tel:{951 } fi88-024 • F 51 } 688-D599 9/6/18 DL REVISED NOTE: 12 (RW);REMOVE CONSTRUCTION NOTE 2(RW) CALL OUT DATE.' WORK CONTAINED WI7NIN THESE PLANS SHALL NOT �IYI� V� � 1■ COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK DESCRIP77ON APPR. DATE �y ��` SUPERV1�OAr O 06101118 ANDIOR A GRADING PERMIT HAS BEEN ISSUED. •C OF � I I JV Adkh va, R.GE. 757JI �' JOB NUMBER. ENGINEER R E V I S 1 0 N S COUNTY 8736 STA.17+66.59 STA_ 17+96.61 3 ] 24" SD X-ING 8" 1 MH 13 1111.77 TOP LINE-B STA.2D+31.04 3 1113.74 BOT WTR STA.18+01.61 STA.18+01.61 STA. 1$+36.84 MH 4 6" RWTR X-ING 8" SWR 4" SLOWOFF 5 10 8" WTR X-ING 24" SD 1113.72 BOT RWTR 90' ELBOW 12 1116.97 BOT WTR 7 1109.62 TOP Si 1113.13 TOP LINE --A tt - 8 ]0 CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 172.29' 294.00' 33'3435" 88.70' C3 182.25' 311.00' 33'3435" 93.83' �OQ�OFESS/p�,\ 0 D A IL RF9 F NO. 80614 `n z * 1 03-31-23 PE-1 ] 09.8 9 1 1 12 13 Jq CIV1� �Q. 0 PE=1116.0 111119.8 PE=1124. 0 PE=1 130.8 PE=1136.0 PE=1141.00 CAL\F ( APPROVED AS -BUILT AS -BUILT PLANS ❑ 4❑ VISTA WAY 120 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 09-01-2023� Date: 9/5/2023 By: DSIGNATURE 2❑ 80 160 SCALE: 1" = 40' TEMESCAL VALLEY WATER DISTRICT BENCH MARK: NGS 71 A 77 LPIDDX5558) fcSCAL vq APPROVED FOR CONSTRUCTION: 170 FEET SOUTH OF THE SOUTHWEST CORNER OF [� LLB , COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST _ _R t EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE ti b RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA c - GENERAL MANAGER DATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE -� AND CONCRETE STAMPED --- BM-71 A-77---. r i�A TER otsTg'�� ELEV.: 1058.40 (NAVD88) SCALE: ENGI EERI R.C.E DATE H: AS NOTED V. AS NOTED LINE TABLE LINE DISTANCE BEARING L 1 7.96' S34'43'31 "E L2 34.04' S I *08'56 "E L3 87.55' S84'41 '34 "W L4 207.95' S84.41'34"W L5 217.66' S84'41'34"W L6 230.44' S84'4 ] 34 "W L 11 10.96' N34'4.3'31 "W L12 42.35' N1'08'56"W t 13 14.65' N41'46' 19 "E L14 95.86' N84'41'34 E L ] 5 414.61' N84'4 1'34"E L16 270.39' N84'41 LL3134"E 248.39' N84'4 ] '34 "E NOTE.- FACILITY LOCATION COORDINATED i PURVEYOR (TVWD). PIPE SLOPES ARE WED ON TRUE PIPE LENGTHS. TRACT NO. 36826--1 I.P. NO 170019 SHEET NO. COUNTY OF RIVERSIDE 3 SEWER AND WATER IMPROVEMENT PLAN SCHEDULE "A " DAWN ROAD do VISTA WAY STA. 10+59.75 TO 20+50.00 OF 9 SHEETS FOR; FORESTAR W.O. COUNTY 965-YY TOSCANA DEVELOPMENT CO. 8736 FILE NO. U. \ Projects 1 FOREMOST COMMUNITIE5 \ 8736 \Engineering Phase 2 \ Tract 36826- I \Sewer and Watery 36826- 7 SWR D3-04. dw 20+00 21 +00 :22+00 .22+50 22+50 23+00 24+00 25+00 26+00 INSTALL 40.24' LF OF FLORA ROAD STA.2O-F79.fiD O " RWTR PER TVWD STD e .� 8 SWR X-I G 8 WTR DWG NO. W-18 SEE SHEET' S 1135 88 TOP SwR L I 1139.35 BOT WTl4 26 25 [3C p STA.20+82.57.. PE=114.6.2. PE=1145.2 •�❑ STAS.E� STA.20+61.59 N LEFT p 16 6 2 64 8 CROSS �' 3' ANGLE PT ; STA.22+84.34 4 24 23 1- PE=:? 145.0 STA.21+70.00 3Ili N. 4 BLOWOFF PE= 7 144.9. STA.22+95.84 PE= 1146.0 STA.20+61.44 0 8" WTR X-ING BOT 6" RWTR R/W 17 > _' 18 SD X-fNG 8 WTR W . j `1138.39 TOP WTR ©... 14 SD LINE-C } tI1 PE=1145.3 : - 1137;65 ear LAr C-� 1136.18 TOP WTR STA.23+87.34 12 T 3 p 1139.5D...BDr RWTR 1 - - - --� STA-23+01.48 25 FH U -- - - --- - --wc�3n, 5 BEND 7. PE 1145 2 1 - Lu o sn - -- - - - - .. - - - - - --1:rt - - -- -- M t�'% - 22 PE-1145.9 v M _ ............ .... - - CIDC3W{t326] - -- - -------- sTA:23+o6.79 =_ __ ___= - - + 6" RWTR X-ING BOT 3" SWR - An w _ 3 Qt:=__ �- - 5 - _ tr 1134.84 TOP RWTR pw[� owtis2o} + z ' S - - - x 1136.14 Bar SWR , 24. C DUSK COURT Ntn 424 _ L10 [_ PE=1.147.0 Z ) 1 STA.23+ 17.60 LLJ STA,20+66.80 6 7 - - 5 - 1 18" SO X--ING 6" RWTR �' STA.21+08.68 9d' ELBOW STA.23+54.84 - w 7 10 STA.21 +50.00 STA.23+ 17.60 „. 9 10 _ 1138..57 TOP LINE 11.25' BEND. �" :AIR :VAC 3 MN 6 STA.23+33.II 6 1O p. Q 1139.59 BOT RWTR 13. STA.20+92.41 45' $ENR " BLOWOFF PE=114 T,0 . 7 1O .STA.23+.1.9.1.5 11.25° $END STA.23+28.02 5TA_23 F51.9El t a 16 18 " SD X-ING 6" RWTR 6" RWTR X-ING 8" SWR LS SERVICE : Ca STA.20+82.44 PE=11460 1137.77 BOT LINE-C S.TA.20+77.4.6 N 2 4 10 , , . ❑ r. r..n n�►rr r� 1134.82 TOP RWTR R/1. 4 a 8" SWR X-ING 6 RWTR 1134.83 TOP RWTR 1.136.76 BOT SWR ~ 1135.70 TOP SWR FLORA ROAD STA.20+77.93 3 PE= 15. i �6.9 0 40 DUSK COURT 120 1139:76 BOT RWTR SEE SHEET 5 M.H 5 STA.23+21.50 � 18" SD X-ING 8" SWR W 0 40 VISTA WAY 120 1437.81 BOT LINE-C 1.137.25 TOP SWR 20 80 160 q o SCALE: 1" = 4V 21 PE=1148.4 STA.25+22.08 3 2" AIR VAC DEAD END 20 -PE=1.149..4 STA.25+28.42 �9 PE= F .149. C3: PE=11.49.0 SEWER CONSTRUCTION NOTES 0 CONSTRUCT 8" PVC SDR-35 SEWER PER 7VWD STD.. NO. S-1 CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 AND S-14 INSTALL 4" SEWER LATERAL. PER TVWD STD.. NO. S-4 INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. NO. S-29 8 SLURRY BACKFILL PER TVWD STD. NO. W-21 WHEREVER COVER C 84" DOMESTIC WATER NONE 9 320) CONSTRUCTION NOTES INSTALL 8" DIA.. PVC, CLASS 150, C-900 WATER MAIN PER TVWD STG..DWG.. W-17 � INSTALL 8" ,G4TF VALVE ASSEMBLY PER TVWD STD. DWG NO. W-25 L J (THREE VALVES PER TEE, FOUR VALVES PER CROSS) INSTALL 2" AIR VAC PER TVWD STD. W-6 INSTALL 4" BLOWOFF PER TVWD STD. W--2 6 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 INSTALL 8'090' DUCTILE IRON ELBOW 11 INSTALL 8" DUCTILE IRON .END CAP 12 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD. STD. DWG. NO, W-4 13 INSTALL BLUE.:RETRO-REFLECTIVE FH MARKER PER DETAIL 'C' ON SHEET 9 14 INSTALL I" .COPPER SERVICE LATERAL AND METER PER TVWD STD. NO'S W-7 &. W-9 16 INSTALL 8" FLG D DUCTILE IRON CROSS RECLAIMED WATER CONSTRUCTION NOTES INSTALL 6" DIA/ PURPLE PVC: CLASS 235,. C-900 NON -POTABLE WATER MAIN PER 'TVWD STD. DWG. NO. W-17 0 INSTALL 6" GATE VALVE ASSEMBLY PER TVWD STD. DING. NO. W-25 .INSTALL 2" AIR VAC PER TVWD STD. W-6 �4 INSTALL :64X616" FLG'D .DUCTILE IRON. TEE INSTALL 4" BLOwaFF PER TVWD -STD.. W-2 INSTALL 6" X :45' DUCTILE IRON BEND INSTALL 6" :X 11.25' DUCTILE IRON BEND INSTALL 6" DUCTILE. IRON END CAP WITH THRUST SLACK PER TVWD STD. DING H RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 1INSTALL 2-1/2" COPPER SERVICE LATERAL AND 2" METER PER TVWD 1 STD. NO'S W-8 & W-9 LINE TABLE LINE TABLE LINE DISTANCE BEARING LINE DISTANCE BEARING L8 82.35' S79°41'34V "L27 14.1.32' N79'41'34"E L 10 226.02' S8'30'50 "E L28 58.95' N 79'41 '34- "E L17 11.56.' N8441'347E L29 42.24' N3628330E L 18 20.04' N82' 1821E L3O 28.78' N8 ;30'50"W L19 1.67.43' N79'41'34"E L20 67.51' N79°41'340E 121 213:54' N8 30'4.4."WW L24 33 44' N84'41'34'E L25 10.00 S84.41'347W L26 16.37' S73'26434"W �OQISESS/p,�,l W � � NO. 80614 H * EXP. 03-31-23 x" CIVI\. 9� OF CAI \F APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 09-01-2023�� Date: 9/5/2023 By: SIGNATURE 7. 6% Q 20 80 160 Q SCALE: 1-- 40NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. THE PRIVATE ENGINEER SIGNING THESE PLANS IS SEAL -ENGINEER DESIGN BY BENCH MARK: NGS T9 A 77 PlDDX55583 RESPONSIBLE FOR ASSURING THE ACCURACY AND �p RA/1G TEMESCAL VALLEY WATER DISTRICT TRACT N�}. 36$2- 1f. P. n�v 170019 SHEET NO. AREY A ITY OF THE DESIGN HEREON. IN THE . CCEPTAefL f HE RAWN Y- 7 F F T CORNER OF ? 0 FEET SOUTH 0 .THE' SOUTHWEST CC NE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �551 ,r. ; `y- : " =. ; - :'s -- ; ;c. " ,:.. APPROVED FOR CONSTRUCTION. COUNTY OF RIVERSIDE rG .. >. CaLDWATER WASH 9RIDGF .97 FEET WEST OF THE. WEST 4 s - ;•:;,` APPROVAL OR DURING' GaNSTRUCTION, THE .PRIVATE JAY :�' EDGE OF CONCRETE' PAVEMENr AND 2 FEET .EAST OF THE SEWER . AND WATER IMPROVEMENT PLAN :- '�. + CHECKED BY:.. .;-, ..:,:- ::;, .. � ENGINEER SNA! 1 BE RESPONSIBLE FOR DETERMINING c, , ` ; RIGHT OF WAY FENCE. THE BENCH MARK IS A. CALIFORN14 " " son AN ACCEPTABLE SOLU17ON AND R..EYISING rNE PLANS � G � � � � � E H. .� � RDR ��E����� � SCHEDULE A rv: FOR APPROVAL BY THE: COUNTY `�' s * • Sc�►�►8y�g :•. Plpt��raitV ; s , FRAL A AGE ATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE NO. 7573i 687.9 Airport a.ri e, Riverside, SCALE. �..; ;.::;;: �.. ' f AND CONCRETE STAMPED---BM-71-A-77---. * lexx. s-ao--z4 CA s2504 As NOTED '' . VISTA WAY & DUSK COURT Tel: 951 688- 51 6.88-0598 �'�' " f C ) :� } r STA. 20+50.00 TO 25 ► 28.42 OF__q SHEETS 916118 DL WATER LINE ADJUSTMENTS FOR CLEARANCE AND PROTECTION FROM SEWER y DATE. ' ELEV.: 1058.40 (NAVD88 j 1AI�I�S ����. WORK CONiRiNED WITHIN TI'ilwSE PLRNS SHALL NOT ciVll. �. �� � 'r�+ � � - - ._�'� - COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK DESCRIPTION APPR. DATE `� ..Qr �1 � sr�N � 0610111s l3 �' W.O. COUNTY Call d1y. AND/OR A GRADING PERATIr HAS BEEN ISSUED. ENGINEER R E V I S 1 0 N S COUNTY ROE �7J� �: JOB. NUMBER. �NEERf R.C.E DATE SCALE: H. AS NOTED V. AS NOTED OSC FORESTAR 965-YY g7,36 TOSCANA DEVELOPMENT CO. 8736 .FILE NO. It U. \Projects \FOREMOST COMMUNITIES\ 8736 \ Engineering Phase 2\Tract 36826-1\Sewer and Water\36826-1 SWR 03--04.dwg w � z U o Q co QC o z � ti w � o M� 0 U W cc W1 W Q Cl- FW— � � W W � o Q o � 0 0 U � U] Q 0 U C) w � Q C l -:z CL Kmw whan below. 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MSN■MMM■�MI■MMMME ME■E■ME■■■M1 ■■ ■■ , ■■II■Ea - = _• �' N■■NE■■■■■■■■■■■■■■■■■■■I■M■■■■■■■E■■■■■M ■■■MOON■NI■■E■ ■M■■M■■■■MM .,,_ , ,' ■■Ii■8�: ON■!Ig■� ■■■■■■■■■■■NEE■■■M■■■■■I■■■M■■■■■■■MM■■E M■■■ M■■■E■■N■■■■■■■■■■I■■E■■■■■■■■■■E■ SE■■■■E■■I■■■■ E■■■■■■■■■■I_ E■■■■E■■■■I■ PROFILE ' MEMO SEE _ ..I�L��..�I.....L�.I����i•��������Ir■� ���...�������..�.��.��.� 9+50 10+00 v] TR. 36826-1 � & 36643 BNY� x 00 10 CL STA 4 6 9 11.: ti 11+00 12+00 VISTA WAY SHEET 4 13+00 + J .4v "U1 w►' STA.17 +82.82 78" SD X-INC 8" SN 1136.77 BOT LINE-C 26 1135.86 TOP SWR PE=114E2 THE PRIVATE ENGINEER SIGNING THESE PLANS IS SEAL -ENGINEER RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE ��' EVENT OF DISCREPANCIES ARISING AFTER COUNTY Q� APPROVAL OR DARING CONSTRUCTION, THE PRIVATE y ,1AY 4 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS c� ►.�' FOR APPROVAL BY THE COUNTY. NO. 75731 z * EXP. 5-30-20 IVPTE. 916118 DL ADD GATE VALVE SYMBOL WORK CONTAINED WITHIN THESE PLANS SHALL NOT is V% COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK DESCRIPTION APPR. DATE CALVE ,� AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER R E V I S I 0 N S COUNTY 14+00 15+00 0 40 FLORA ROAD 120 2❑ 80 160 SCALE. 1" = 40' DESIGN BY. PwNS PREPARE!] 8r RA/TG DRAWN 8 � XtMESCAL V,41L CHECKED 8Y.• ��■��" ENGINEERS RDRAd�� Civil ErWkwering • Surveyn ig . PI u v*jg SCALE: y 6879 Airport Drivf,, Riverside, CA 92504 AS NOTED 0 1. (� Tel:(951) 688—o •(95 } 688-0599 �'�'4TLR D15t�� uN�R ME� •�,'Y! DATE: SUP Of v 96101118 Mrt of Jay Adhson R.C.E. 75731 Data7 JOB NUMBER: 8736 16+00 17+00 F N FRS T s mi � COURT "Of SEWER CONSTRUCTION NOTES 01 CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-1 REMOVE TEMPORARY END -CAP AND JOIN EXISTING CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 AND S-14 INSTALL 4" SEINER LATERAL PER TVWD STD. NO. S---4 07 INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. NO. S-29 DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES 0INSTALL 8" DIA. PVC, CLASS 150, C-900 WATER MAIN PER TVWD STG. DWG. W-17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (THREE VALVES PER TEE, FOUR VALVES PER CROSS) �3 INSTALL 2" AIR VAC PER TVWD STD. W--6 /1 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 �7 INSTALL 8" 90' DUCTILE IRON ELBOW INSTALL 8" 11.25' DUCTILE IRON BEND 1 D REMOVE TEMPORARY CONSTRUCTION END CAP, JOIN EXISTING 12 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W--4 13 INSTALL BLUE RETRO-REFLECTIVE FH MARKER PER DETAIL 'C' ON SHEET 9 14 INSTALL I" COPPER SERVICE LATERAL AND METER PER TVWD STD. NOS W- 7 & W- 9 16 INSTALL 8" FLG'D DUCTILE IRON CROSS RECLAIMED WATER CONSTRUCTION NOTES EINSTALL 6" DIA/ PURPLE PVC. CLASS 235, C-900 NON -POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 ElINSTALL 6" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 ElINSTALL 2" AIR VAC PER TVWD STD. W-6 INSTALL 6X6"6" FLG'D DUCTILE IRON TEE INSTALL 4" BLOWOFF PER TVWD STD. W-2 INSTALL 6" X 11.25• DUCTILE IRON BEND REMOVE TEMPORARY CONSTRUCTION END CAP, JOIN EXISTING 10 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 Q�OF ESS/p,�\ �cv�P�p D A IL RF9 F� NO. 80614 `n * EXP. 03-31-23 s19� OF CAL�F�\� AS -BUILT PLANS DATE 09-01-2023����� SIGNATURE , TEMESCAL VALLEY WATER DISTRICT BENCH MARK: NGS 71 A 77 f PIQQX551 S5 APPROVED FOR CONSTRUCTION: 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE THE BENCH MARK IS A CALIFORNIA ERAL MANAGER DATE DIVISION OF HIGHWAYS BRASS DISK 1N 2 INCH IRON PIPE AND CONCRETE STAMPED --- BM-71-A-77---. ELEV.: 1058.40 (NAVD88) �" 1 SCALE. I R.C.E DATE H: AS NOTED V: AS NOTED LANE TABLE LINE DISTANCE BEARING L 1 109. 07' N4'54'52'W L2 296.00' N4'54'52'W L3 279.2 1' N4'5452 V L6 20.00' N4.54'52'W L7 17.33' N5'20'080E L8 90.21' N4'54'52"W L9 551.12' N4'54'52"W L 12 106.10' N4'54'52"W APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: 4 — NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36826-1 I.P. NO 170019 COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT PLAN SCHEDULE "A " FLORA ROAD STA. 1 D+61.58 TO 17+41.06 FOR: FORESTAR W.O. COUNTY TOSCANA DEVELOPMENT CO. 8736 FILE NO. SHEET NO. 5 OF 9 SHEETS 965-YY U: \Projects\FOREMOST COMMUNITIES\ 8736\Engineering Phase 21Tract 36826-1 \Sewer and Woter\36826-1 SWR 05-D6.dwg Q w 'i 0 � o a � � F' '�■ C) 0 U w m U cr_ w -:5 CL CL � C.7 W � w Q Z W cl- a o O OO Q W � U � I cr- 6 w whaft below. Call behn you dig, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REWSfNG THE PLANS FOR APPROVAL BY THE COUNTY, NorE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. m1 1070 1060 1050 1140 I 1170 1050 1140 WSW-WA7E� It a= as c� ca cC ,Cc'- - - - .j`TOP -- -- �9 ra N 44. S. 9' DIA ON C 2 COM 9 5 5 - -- ESL - i1 ❑ -- F S . - 35 PI - - 2 + L - 0,- PIPE - 26 9-... DIA C 1 " -- R. -- C - 43. 0, ' CLA -- - A - - - _❑2 C L. SS ❑ 23 8" P tr � co - fX. - RIP - F 8 O . - to + .- ff 6 - - Z rr- Tl_ - 01 - - +t �.� L - 56. 6' - J .F F 1A. tn - - - g - - - - to ti 26 S ' L R- F 5 CS o - - PROFILE SCALE " - - HORII: 1 = 4O' VERT: 1 = 8' t I I JI- _L�1, .7 D -3 S 8Ft R. 9+50 10+00 TR. 36826-1 BNDY-1 5TA.10+06.06 3 MH Tl4 47 PE=1176.4 DATE I BY IMARK ENGINEER STA.10+ 12.40 2" AIR VAC DEAD END 48 PE=1176.2 11 +00 12+00 13+00 14+00 15+00 46 42 PE=1176.0 45 43 PE=17 69.0 - PE=1175.0 44 PE=2.6 - � P �74 0 7 0 7 STA.12+69.26 5 n'P) 3 MH 13 1 5 s - FINDERS COURT cuze��Ma - - --- 49 PE=1175.9 DESCRIPTION R E V I S 1 0 N S R/W 50 PE=1175.3 APPR. DATE COUNTY STA. 11 + 15.62 53 51 52 PE=117 7. 4 PE=1174, 4 PE=1173.4 0 0 SEAL. -ENGINEER Iss1 JAY 4O N0. 75731 * 1 EXP. 6-30-20 I'* j�f�Cl�kltNo_, TR. 36826-1 BNDY--'_ 41 STA.15+59.27 PE=1 163.3 40 MH 12 PE=1161.1 39 38 R/W D7 PE=9.1 PE=S.O (D (D 6 7 90° ELBOW27 as L4 + � to�E��av iozE�}nna STA. 13+1 T55 8"X8"X8" TEE 54 PE=1165.7 +� 73 R/W 55 PE=1158.2 PE=1154.4 �7 13 12 T-15+20.56 BOWER STREET SEE SHEET 7 FINDERS 1 4I+ 120 f :• ■1 s J DESIGN BY: RA`ITG PMW PREPARED BY �2 DROWN BY.• in TG E N C I At E H S CHECKED BY. RDR CW Engkre hvririg --qurveyffig - Planning SCALE. 6879 Airport Drive Riverside, CA 92504 AS NOTED Tef:(951) 688-- 2 51 688-0599 r SUDi� ��' DATE OF. i 06/01/18 Mitch 1 day Adlaso , RC, . M Date: JOB NUMBER- 8736 TER DISl 16+00 37 PE=1 155.4 7 ,y cn . FLORA DAD SEE SHEET 5 TEMESCAL VALLEY WATER 0)STRICT APPROVED FOR CONSTRUCTION. GENERAL ANAGER 4LD*A ING R.C.E DATE (rgN WESS/D AI�TA,0. 80614 H * EXP. 03-31-23 9 OF CAL\F AS -BUILT PLANS DATE 09-01-2023�� SIGNATURE �l �l'[Rittuldiif ifl:Ct�I►=ts�><t� i�1.�1■l�L+�+L+I 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE. THE BENCH MARK IS A CAUFORNIA DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED --- BM-71 A-77---. ELEV.: 1058.40 (NAV088) SCALE: H: AS NOTED V. AS NOTED - SEWER CONSTRUCTION NOTES 0 CONSTRUCT 8" PVC SOR-35 SEWER PER TVWD STD. NO. S- I 0 CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S- 12 AND S-14 INSTALL 4" SEWER LATERAL PER TVWD STD. NO. S-4 �7 INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. NO. S-29 DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES /1 INSTALL 8" DIA. PVC, CLASS 150, C-900 WATER MAIN PER TVWD STG. DWG. W-17 2 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W--25 (THREE VALVES PER TEE, FOUR VALVES PER CROSS) INSTALL 2" AIR VAC PER TVWD STD. W-6 INSTALL 8'X8X8" FLG'D DUCTILE IRON TEE n RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 INSTALL 8" 90' DUCTILE IRON ELBOW INSTALL 8" 45' DUCTILE IRON BEND 10 REMOVE TEMPORARY CONSTRUCTION END CAP, JOIN EXISTING 1 ] INSTALL 8" DUCTILE IRON END CAP 12 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4 13 INSTALL BLUE RETRO-REFLECTIVE FH MARKER PER DETAIL 'C' ON SHEET 9 14 INSTALL I" COPPER SERVICE LATERAL AND METER PER TVWD STD. NO'S W--7 & W-9 LINE TABLE LINE DISTANCE BEARING L4 256.96' N88'3647"W L5 262,02' S86-12'34"W L10 243.73' N88'36'47"W L11 266.02' S86'12'34"W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN Cl 43.72' 506.00' 457'03" 21.88' C2 44.19' 489.00' 5'10'39" 22.11' APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 -- gy;-_-- NOTE• FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. COUNTY OF RIVERSIDE 6 SEWER AND WATER IMPROVEMENT PLAN SCHEDULE "A " FINDERS COURT STA. 10+06.06 TO 15+59.27 OF 9 SHEETS FOR: FORESTAR W.O. COUNTY 965-YY TOSCANA DEVELOPMENT CO. 8736 FILE NO. U. `Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Troct 36826- 1 \Sewer and Water\36826-7 SWR 05-06.dwg SEWER CONSTRUCTION NOTES w n W a V 4 Q Q % 4 O � � � Z 0 W W� W R:CD CD � w LIJ Lu W a D U V7 Q q W q ❑ ti c� Lu Q Q w what° below. Call before vuu IF-001fA 1030 uwif� 1010 1140 1130 1120 1110 1100 STA.10+26.47 24" SD X-ING 8" W 1112.23 TOP LINE-B 1114.41 BOT WTR 6 5 2 STA.10+ 11. d0 8'X8'X$" TEE 3 STA.9+94.00 MH #3 STA.10+06.00 24" SD X-ING 8" SWR 1110.23 60T LINE -A 1109.22 TOP SWR STA. 9+89.OQ _ 2 90° ELBOW © 4" BLOWOFF STA. 9+94.00 24" SD X-ING 8" SA 1109.85 TOP SWR II IJ.72 BOT RWTR STA.10+06.00 24" SO X-ING 6" R 1112.77 TOP LINE -A 1113.79 Bar RWTR ■■■■■■■■■■■■■■■■■■■■■■■■■■■■T■!.r :■■■■ ■■■■■■■■■■ ■■■■■rs■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Mil■ ii■■■ r■■■■■■■■■ ■"� ■■iww/ ME ■■■■■■■■■■■■■■■■[■'`:rk■■■ / ■■■��#�I■■■ .�1■■■■■■■■■ �. 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HEM■■■■■■1� -1 S oil ■■■■■ ■■■■■m■■■■■11110■■■■■■■m1110■■■��■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ ■■■■■■■■■■■■■■■1■■■■ ■■■■■■1!+►�rrr�rl�r■■I■G�■■■■■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■'�■■■■■■■■■■■r■■■■■■■■■■11111111IM1111111111510■■■■m■■■■ ■■■■■■■■■■■■■■■■■■■■■■��■■��■■■■■■■■■■■■�■■■■■■�■■■■ ■■■[nm■■■ ■■ ■■ ■■■■■■ ME so :M� ■■■■IN■EME ■■�I■ 1■ ■■■1■■iWiil�1i�■■!!i■■■■■■■■i�/■■■■■�i1■■■■■■r■■■■■■ T' ■■■■-1■onr ■ ■1R.M. 0 ■■■■I11■■■■ /: 9 'Zlmaqlwiw�N-MNI l!4 ■ II ■■■■■■■■■■■■■■■■/J�i■■■ ■■■■■� �� ■■■■I11■■®■ ` ■■f` - -���■ 1040 l - ■1■ ■1e:1■■11■■■■■■■■illrii/■ ■■■■■■■■a ■i■ ■/'■F`"�■■■■ I : ��■■■ 1 r - . ■ 04 _ � 1lJ■■ 1■ : ;-,:'' ■■■_/_P■ ,•r ■■■■■■■•� ■ -1■■�■�IL4■11■■■■ iil 1�■■■ i�Gll'■■1■■��►■i■■!! ■■.-1■ ■■��/■■► ■ ■o1■■11■■■■ .,�►' o'■■■■1,■■■■1■■■I■.itl■■■1■■" 1■■■■■-■■■■■■I��i■■■■i�■i1\■ii1■■■ .■■■■■■■N3133 ■M1!■1■■■■■ ■■►�■I■■■■■,■![■�►■■■■►�■■■■11■.��•■III■■�!1■��.■■■_-■■■■■■■.!.■►._ ! I■■ ■��■11■■■■ 48 I'm U.'a NOW Mw1MMl1rE1 Naimoli Em lNEIA ■■■I i� 1 i� ii irr■■■ �' ■■■ ■� ■I r■■■I11■■■■■■,■■■ ■■■■■I■■ ■� I■■11■■■■ ■■ ■■■ ■■■I11L■■■■■irJ■III■i■■■■■■■■ 111111,1upNEMMIU13111111■.'_'■N a■■■■i■■!■■I11■■■■■■ ■■■■■■■■■i■■ ■■1■■1■■■■■ ■!' ■■fl E ==■■■�=■■■■ I� ■■■■■■■■■f ®■■■' '■■iliiiilllli■■■■■■■■■■■■■■■ I■■ ■■1■■11■■■■ ■■ i��►■■■■■III■■' �!■■■■■■�■■It■■■ I■■��I�el■■■■■■■■■■■■■■■1E�; �■1■■11■■■■ , u i"n■n� ■//■■■M■■■`m- MM■■■■■I g g •,,' i■■■■■1■■ .■I■■Iil1.�!11■■■■■■■■■■■■■■■■■I■■ ■■■I■■■■■■ - PROrILE SCALE ■ • :: 11■■�■■■■■■■■■I■■13■■■1■■�■■I . ■age■■ i4 i■r - ■ ■�■■■■ OEM 9+50 10+00 11 +00 12+00 13+00 5'EE SHEET STA. 75.00 8 A T COURT 12 13 FH 85 PE=1716. 6 96 O.5 $4 (D STA.10+80.50 PE=1141.0 -- STA.10+49.50 24" SD X-ING 8" SWR 18" SD X--ING 8" WTR 17 11.43 BOT LINE-B STA.12+87.87 " 1112.52 TOP LAT B-1 1109.68 TOP SWR 6 5 2 8 X8'X8" TEE 1114.53 BOT WTR 1 ------------------ - - �- T N STA.10+ 11.00 8" WTR X-ING 8" SWR 3 , 1115.12 BOT WTR 1109, 25 TOP SWR STA.10+ 11.00 8" WTR X-ING 6" 1? 15.35 BOT WTR 1114.35 TOP RWTR VISTA war SEE SHEET 3 65PE= 1121.G (D THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONS16LE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. b=. 9/6/18 DL REMOVE CONSTRUCTION NOTE 2(RW) CALL OUT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE 8Y MARK DESCRIPTION APPR, DATE AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER R E V I S 1 0 N S COUNTY 14+00 15+00 STA.13+04.90 8" SWR X-ING 8" WTR 1127.91 TOP SWR 74 95 O•S 1133.65 BOT WTR PE=1 14 1. 0 STA. 13+46.62 12 13 FHCf 1 14 TYP) L9 -C4. 1 WER STR%ET 15 s L4 Is ---------1'------ 13+04.01 101OLTA- MH 9 �J STA. I I +GO.00 STA. 11 +60.48 ,3 g 10 MH 8 3 2" AIR VAC 68 PE=16140.5 PE=1102.8 STA.10+86.62 PE= 1 138.3 � 1 24" SD X--ING 8" RWTR `:.J 7 1114.19 TOP LINE-6 STA.11 F55.48 (D 11 1115.21 BOT RWTR LS. SERVICE 66 PE=1 126.3 67 0 40 DOWER STREET 120 PE=1132.8 (D 20 s0 160 SCALE. 1" = 40' SEAL -ENGINEER DESIGN BY.• PLOS PREPAMEV er RANG ESSI� � DRAWN BY: TG ,.� 3Ar 4�' E N ar if At E R S CHECKED Y: a z CFvd] EnWrneering • Sw_Vey✓� • Pleennirg NO.6879 Airport Drive, Riv rs'sde, CA 92504 SCALE: * EXP. 5-30-30-20 * Tel:(951 )6 F x: 1 } 688-0599 A5 NOTED DATE:CIV11. \� SIB O r ■ Ip 06/01/18 Mi he! Jay A , .C.E 7J1 Gate. p NUMBER: 8736 71 PE=1147.7 �0 54 PE=1165.7 STA.15+93.01 B'XS" B" TEE G2 L 'I-OTYP) 17\STA.15+53.99 72 PE=1 154.0 0 FH 73 PE=8.2 7 16+00 SEE SHEET 6 FINDERS COURT t I L10 16 { I I I I i FINDERS COURT SEE SHEET 5 'WESS/D�l D _AI RF9 F� W � � NO. 80614 `n * EXP. 03-31-23 fJ CIVIl 9 W, CALF AS -BUILT PLANS DATE 09-01-2023����� SIGNATURE APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: TEMESCAL VALLEY WATER DISTRICT BENCH MARK.- NGS 71 A 77 PIDDX5558 A 170 FEET SOUTH OF THE SOUTHWEST CORNER OF t��il�sea t Vq APPROVED FOR CONSTRUCTION: COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST ��- EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE I RIGHT OF WAY FENCE: THE BENCH MARK IS A CALIFORNIA _ MANAGER DAT DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED----BM-71 A-77---. TIER ISVR\G ELEV.: 1058.40 (NAVD88) SCALE: BEN NEERI R. C. E DATE H: AS NOTED V: AS NOTED 0 0 CONSTRUCT 8" PVC SOR-35 SEWER PER TVWD STD. NO, 5-1 (D CONSTRUCT 4' MANHOLE PER TVWO STD. NO. S--12 AND S-14 �5 INSTALL 4" SEINER LATERAL PER TVWD STD. NO. S-4 J INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. NO. S-29 DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES /1 INSTALL 8" D1A. PVC, CLASS 150, C-900 WATER MAIN PER TVWD (f STG. DWG. W- 17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (THREE VALVES PER TEE, FOUR VALVES PER CROSS) INSTALL $ XS X8" FLG'D DUCTILE IRON TEE /1 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W--19 & W-22 12 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4 13 INSTALL BLUE RETRO--REFLECTIVE FH MARKER PER DETAIL 'C' ON SHEET 9 14 INSTALL 1" COPPER SERVICE LATERAL AND METER PER TVWD STD. NO'S W-7 & W-9 RECLAIMED WATER CONSTRUCTION NOTES INSTALL 6" DIA/ PURPLE PVC. CLASS 235, C--900 NON -POTABLE i - i INSTALL 2" AIR VAC PER TVWD STD. W-6 ElINSTALL 4" BLOWOFF PER TVWD STD. W-2 INSTALL 6" X 11.25' DUCTILE IRON BEND INSTALL 6" DUCTILE IRON END CAP WITH THRUST BLOCK PER TVWD STD. DWG 10 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 1 INSTALL 2-112" COPPER SERVICE LATERAL AND 2" METER PER TVWD STD. NO'S W-8 & W-9 12 INSTALL 6" 90` DUCTILE IRON ELBOW LINE TABLE LINE DISTANCE BEARING L 1 102.00' S5' 18'2S "E L2 111.37' S5' 18'26 "E L3 39.63' S4'03'09 "W L4 162.48' S4'03'09 "W L5 25.57' S2`35'1 I "E L7 202.37' S5'18'26'E L8 206.10' S4'03'09 "W L9 206.10' S4'03'09'W L 1 O 66.59' S2`35' 1 1 E L 17 171. 49' S5' 18 26 "E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 48, 03' 294, 00' 9'21 '35" 24. 07' C2 58.63' 506.00' 6'3820" 29.35' C3 50.80' 311.00' 921'35" 25.46' C4 56.66' 489.00' 5'38'20" 28.35' NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. COUNTY OF RIVERSIDE 7 SEWER AND WATER IMPROVEMENT PLAN SCHEDULE "A " BOWER STREET STA. 9+89.00 TO 15+93.01 OF 9 SHEETS FOR: FORESTAR W. 0. COUNTY 965-YY TOSCANA DEVELOPMENT CO. 8736 FILE NO. U. \Projects\FOREMOST COMMUNITIES` 8736\ Engineering Phase 2\Tract 36826-1 \Sewer and Water j36826-1 SWR 07-08.dwg M z CD PZ lzzc ct W Q Q V) Q 0 a 0 U w m U Q Q 1050 1040 1030 1050 1040 1030 1020 OM $TIC WA TERLINE(PZ_ t.320T 71 _ 6 3 �f - EX. GROUND 6 a EL cFrs PR. TOP OF PAVEMENT . x ABOVE CL OF PIPE + m xx i TOP OF PR. 8' WTR PIPE - 28 T4` -.LF OP 8....M4.- C-M CLASS 235 PVC WTR. �EWERLINE_ & RECLAIM tM_ E= �r c►a�J Q X 00,m� Xm OF W.-- � � on --PREPnN -TOP OF PR.z 8" SWR PIPE ay 8.88' - SDR-35 PVC SWR PROFILE SCALE HORIZ. I " = 40' VERT: 1" = 8' 9+50 10+00 11 +00 12+00 13+00 13+50 ATLAS COURT 1 1 120 //r.-� �!//f/f/f/���%/f/ �ifrr 1 :1 160 1 BOWER STREET SEE SHEET 7 BOWER STREET SEE SHEET 7 r�WESS/p,�,� D A IC W � � Cx__ or NO. 80614 N z * \ EXP. 03-31-23 / * fz CIV1� �Q. \OF CALF% AS -BUILT PLANS DATE 09-01-2023����� SIGNATURE , SEWER CONSTRUCTION NOTES 0 CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-I CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 AND S- 74 INSTALL 4" SEWER LATERAL PER TVWD STD. NO. S-4 07 INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. NO. S-29 DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES INSTALL 8" DIA. PVC, CLASS 150, C-900 WATER MAIN PER TVWD STC. DWG. W-17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (THREE VALVES PER TEE, FOUR VALVES PER CROSS) INSTALL 2" AIR VAC PER TVWD STD. W-6 INSTALL 8 X8'X8" FLG'D DUCTILE IRON TEE RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD, NO'S W-19 & W-22 11 INSTALL 8" DUCTILE IRON END CAP 12 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4 ] 3 INSTALL BLUE RETRO-REFLECTIVE FH MARKER PER DETAIL 'C' ON SHEET 9 14 INSTALL I" COPPER SERVICE LATERAL AND METER PER TVWD STD. NO'S W-7 & W-9 LINE TABLE LINE DISTANCE BEARING L6 298.88' S82'56'51 E L 11 286.74' S82'56'5 ] E APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 -_ gY:-_� - NOTE; FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. THE PRIVATE ENGINEER SIGNING THESE PLANS IS SEAL —ENGINEER DESIGN BY: RESPONSIBLE FOR ASSURING THE ACCURACY AND RgTG TEMESCAL VALLEY WATER DISTRICT BENCH MARK: NGS 7 A 77 (PIDDX5558 PLANS PREFdREO BY ) TRACT NO. 36826— I I.P. NO 170019 SHEET NO. ACCEPTABILITY OF THE DESIGN HEREON. IN THE pp, DRAWN BY.- 170 FEET SOUTH OF THE SOUTHWEST CORNER OF EVENT OF DISCREPANCIES ARISING AFTER COUNTY QR� ESS/ ►TES CA V q APPROVED FOR CONSTRUCTION: COUNTY OF RIVERSIDE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE SAY TG ��' ( COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST ra, ENGINEER SHALL 8E RESPONSIBLE FOR DETERMINING "• �fp Z' CHECKED BY.- �� � �- � EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE SEWER AND WA TER IMPROVEMENT PLA N AN ACCEPTABLE SOLUTION AND REVISING THE PLANS �' ��' E N �► ► N E E R S RDR RIGHT OF WAY FENCE. THE BENCH MARK f5 A IRON PIPE SCHEDULE "A " FOR APPROVAL BY THE COUNTY. Civil Engineering • Su veyk)g • Plerymng MANAGER aW DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE A C �+ N4. 75731 6879 Airport Drive. Riverside, CA 92504 SCALE AND CONCRETE STAMPED --- BM-71-A-77---. ATLAS A COURT n n * EXP. fi-3D-20 * Tel:(951) 688-02 ;11.(951) 688-0599 AS NOTED _jEkD4S_%tSTA. 10+06.06 TQ 1,, +04.01 OF 9 SHEETKnow whaft below. WORK CONTAINED WITHIN THESE PLANS SHALL NOT CIVIL UNDER THE ! .DATE'ELEV.: 1058.40 (NAVD88) COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE 8Y MARK DESCRIPTLQN APPR. DATE ` 9� it 5U° +1 +��'RCE��r3� Li e 06/01/1$ f "" : `�' ` � ' SCALE: FOR: FORESTAR W.O. COUNTY Call be� you dig. AND/OR A GRADING PERMIT HAS BEEN ISSUED. or ENGINEER REVISIONS COUNTY E NUMBER: �2±� , R.C.E DATE H: AS NOTED V. A5 NOTED 965-YY 8736 TOSCANA DEVELOPMENT CO. 8736 FILE NO. U: \Projects\ FOREMOST COMMUNITIES\8736\Engineering Phase 2\Troct 36826-1 \Sewer and Woter135826- 1 SWR 07-08.dwg w C7 � V) 0 z CIO \ [r� cn w Or � L] w CID Li J � LLJ Q 3S w w V7 U � � 4! C) o -� Q Q) � U o a U � � c,r3 o w a U � c) � U U W � ¢ 0- THRUST BLOCK DESIGN CRITERIA S DOMESTIC TABLE A.10.8.2(a) TAKEN FROM NFPA 24, 2002 EDITION THRUST AT FITTINGS AT 100 PSI (6.9 RAR) WATER PRFSSURE FOR DI)r771 F IRON ANn Pl1r PIPF NOMINAL PIPE TOTAL POUNDS DIAMETER DEAD END 90' 45' 22.5' 11.25' 5,13` (IN.) OR TEE BEND BEND BEND BEND BEND 4" 1,810 Z559 1,385 705 355 162 6" 31739 5,288 2,862 1,459 733 334 8" 61433 9,097 4,293 Z510 1,261 575 10" 9,677 13,685 7,406 3,776 1,897 865 12" 13,685 19,353 10,474 5,340 2,683 1,224 TO DETERMINE THE THRUST AT PRESSURE OTHER THAN 100 PSI (6-9 BAR), MULTIPLY THE THRUST OBTAINED IN THE ABOVE TABLE BY THE RATIO OF THE PRESSURE TO 100 PSI (6.9BAR). LATERAL BEARING STRENGTH OF SOIL = 442 POUNDS PER RE FOOT (PSF) PER FOOT OF DEPTH, PER GEOTECHNICAL INVESTIGATION. STATIC PRESSURE = 111 PSI, PER STATIC DIFFERENTIAL [1320-1064(MIN ELEV.)FT.J\2.31 FT/PSI PRESSURE RATIO = I I I PSI 100 PSI SAFETY FACTOR = 1.5 THRUST BLOCK BEARING SURFACE REQUIRED = (THRUST FORCE x PRESSURE RATIO) x SAFETY FACTOR LATERAL BEARING STRENGTH OF SOIL GENERAL CRITERIA FOR BEARING BLOCK DESIGN: 1. THE BEARING SURFACE SHOULD, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. 2. WHERE NOT POSSIBLE TO PLACE THE BEARING SURFACE AGAINST UNDISTURBED SOIL, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90 PERCENT STANDARD PROCTOR DENSITY 3. BLOCK HEIGHT (h) SHOULD BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THE BLOCK (Ht), BUT NOT LESS THAN THE PIPE DIAMETER (D). 4. BLOCK HEIGHT (h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT (h). TWIT-4 REQUIRED THRUST BLOCK BEARING SURFACE 8" DEAD END = (5,433 LBS. x ].1 ] x 1.5 = 6.0 SQ. FT. 442 PSF x 4 DEPTH 8" TEE = (6,433 LBS. x 1.1 1 x 1.5 = 6.0 SO. FT. 442 PSF x 4 DEPTH 8" CROSS = 6 433 LBS. x 1. 112 x 1.5 = 6.0 SQ. FT 442 PSF x 4 DEPTH 8" 90' BEND = 9 097 LBS. x 1.1 i x 1.5 = 8.5 SQ. FT. 442 PSF x 4 DEPTH 8" 45' BEND = (4,293 LBS. x 1.11 x 1.5 ; 4.1 SQ. FT. 442 PSF x 4 DEPTH 8" 11.25' BEND = (1.261 LBS. x 1. 11) x 1.5 = 1.2 SO. FT. 442 PSF x 4 DEPTH) NOTE 1:THRUST BLOCK LOCATIONS TO BE INSTALLED PER TVWD STD. W-22 NOTE 2-'TVWD MINIMUMS MUST BE HELD WHEN CALCULATIONS HEREON ARE LESS THAN THAT SHOWN ON TVWO STD. W-22. THRUST BLOCK DESIGN DETAIL S" DOMESTIC WATER I A THRUST BLOCK DESIGN CRITERIA fi RECLAIMED TABLE A. 10.8.2(a) TAKEN FROM NFPA 24, 2002 EDITION THRUST AT FITTINGS AT 100 PSI (6.9 BAR) WATER PRESSURE FOR DUC,'T11 F IR0N ANf? PVr PIPF NOMINAL PIPE TOTAL POUNDS DIAMETER DEAD END 90' 45' 22.5' 11.25' 5.13' (IN.) OR TEE BEND BEND BEND BEND BEND 4" 11810 2,559 1,385 706 355 162 6" 3,739 5,288 2,852 1,459 733 334 8" 6,433 9.097 4.293 Z510 1,261 575 10" 9,677 13,685 7,406 3, 776 1,897 865 12" 13,685 19.353 10,474 5,340 2,683 1,224 TO DETERMINE THE THRUST AT PRESSURE OTHER THAN 100 PSI (6.9 BAR), MULTIPLY THE THRUST OBTAINED IN THE ABOVE TABLE BY THE RATIO OF THE PRESSURE TO 100 PSI (5.98AR). LATERAL BEARING STRENGTH OF SOIL = 442 POUNDS PER SQUARE FOOT (PSF) PER FOOT OF DEPTH, PER GEOTECHNICAL INVESTIGATION. STATIC PRESSURE = 90 PSI, PER STATIC DIFFERENTIAL [1320-1113(MIN ELEV.)FT.]\2.31 FT/PSI PRESSURE RATIO = 90 PSI = 0.90 100 PSI SAFETY FACTOR = 1.5 THRUST BLOCK BEARING SURFACE REQUIRED = (THRUST FORCE x PRESSURE RATIO) x SAFETY FACTOR LATERAL BEARING STRENGTH OF SOIL GENERAL CRITERIA FOR BEARING BLOCK DESIGN: 1. THE BEARING SURFACE SHOULD, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. 2. WHERE NOT POSSIBLE TO PLACE THE BEARING SURFACE AGAINST UNDISTURBED SOIL, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90 PERCENT STANDARD PROCTOR DENSITY. J. BLOCK HEIGHT (h) SHOULD BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THE BLOCK (bit), BUT NOT LESS THAN THE PIPE DIAMETER (D). 4. BLOCK HEIGHT (h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT (h). N.T.S. K whaft hOl Gall fare you dig. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOL077ON AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY Nam WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. DATE I BY I MARK ENGINEER REQUIRED THRUST BLOCK BEARING SURFACE 6" TEE = (3,739 LBS. x 0.90 x 1.5 = 2.3 SQ. FT. 442 PSF x 5 DEPTH 6" DEAD END = 3 739 LBS. x 0.90 x 1.5 = 2.3 SO. FT. 442 PSF x 5 DEPTH 6" 90° BEND = (5,288 LBS. x 0.90 x 1.5 = 3.2 SQ. F 1 (442 PSF x 5 DEPTH) 6" 45' BEND = (2,852 LBS. x 0.90 x 1.5 = 1.8 SQ. FT. 442 PSF x 5 DEPTH 6" 11.25' BEND = 733 LBS, x 0.90 x 1.5 = 0.5 SQ. FT. 442 PSF x 5 DEPTH NOTE hTHRUST BLOCK LOCATIONS TO BE INSTALLED PER TVWO STD. W-22 NOTE 2.-TVWD MINIMUMS MUST BE HELD WHEN CALCULATIONS HEREON ARE LESS THAN THAT SHOWN ON TVWD STD. W-22. THRUST BUCK DESIGN DETAIL 6" RECLAIMED WATER I B DESCRIPTION R E V I S I O N S APPR. I DATE COUNTY SEAL -ENGINEER c� ►.t'� SAY 4� NO. 75731 * EXP. 6-30-20 civiv DESIGN BY: RAITO PLATYS PREPARED BY- 'O ka m DRAWN BY.- TG EN G ►III HER S CHECKED BY: RDR Civd Engkieering • Surveying • Planning SCALE: 6879 Airport Drive, Riverside, CA 92504 AS NOTED Tel:(951 ) fi88-p24 P 51) 88-0599 UNDER THE "WAO � F DATE: SUPERNSION OF., 06/01/18 Mitc ! Ad n, .0 . 7573I Date: JOB NUMBER: 8736 TWO LANE STREET AT INTERSECTION TYP. 6" TYP. g *CONTRACTOR TO VERIFY ALL BLUE REFLECTIVE PAVEMENT MARKERS INSTALLED COMPLY WITH MOST RECENT RIVERSIDE COUNTY FIRE DEPARTMENT POLICY, N.T.S. BLUE REFLECTIVE PAVEMENT MARKER LOCATION I C N.T.S. '4rfR 1S���� r .«•- 51 B" PVC COUPLING TO BE BONDED & SEALED AS APPROVED BY TVWD " PVC SEWER CONNECTION DETAIL I D TEMESCAL VALLEY WATER DISTRICT APPROVED FOR CONSTRUCTION: GENERAL MANAGER A ebst R. C. E DATE CD 44 81 300mm : f12 I 225rm {7i S I'7'--WALK ,,-CURB 10) -' _1.07 MIN i R15E�- N0TE5: 11 REFER -3 SECTION 15108 OF THE SPECIFICATIONS 21 SET TJP DF IvETER BOX --LUSH WITH SIDEWALK. CURES OR IN 31 LOCATE MET E3 BOX AS SHOWN ON WS-03 4 7 INS -ALL WARN' NG/ I DE.N7 ! I C AT I CN TA='E AS S-JWN ON WP - 01 5f MAN.:AL 41H VALVE INS'ALLATION AT EtiJ OF MAIN TO BE SADDLED 24" FROM E%D CAP 6 i MAINjAL AV ASSFIIBL iES INSTALLED FOR THE USE OF RECYCLED WATER SHAD BE :DENT1fIED AS DESCR;BED IN SECTION 15151 OF THE SPECIFICATIONS 71 CON%ECTICNS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION '5061 8 1 CAM 3 ;GROOVE ; TT I NG ADAPTER SHALL BE DRILLED AND TAPPED AS REOU I RED SCmm s 2"r FOR THE PRESSURE RELEASE PET COCK 9] MATERIALS SHAD BE SELECTED FROM THE AP -ROVED MATERIALS LIST LF3:END ON PLA%S CL ti0M SIZE AND CESCRiPTION INDM S:Zz AND DESCRIPTIJN a aO_ YMER h"E TER BOX WITH L ] D 8 50mm f 2" BRONZE COVTP x F LI; ANGLE 430mm x 760mm 117" x 30"1. SEE NOTE. 3 METER STOP WITH LOCK WING FINISH GRADE a 2 50mr� (2")CAW 3 GROOVE FITTING 9 �50mm ;2"� x REQUIRED LENGTH CD??ER ADAPTER x MIP; WITH LOCI{INS DJST PIPE. TYPE "�". R?GID OR SOFT CAP. SEE NOTE 8 10 50m- l2"s 90° BROKIZE COMPRESSION ELL Ml 5l 3 +jmn (E,4"l PRESSURE RELEASE PET COCK 11 5Orm 12 BRONZE COMPRESSION C3-?LING COPPER TO COPPER i1F REOUIREDI I. a 4 50mm i2"I 93° BRONZE V;�T x F1PT ELL 5 57mm f 2" ] °OVAL VE TER _ LANGE 12 50mm" i7) 9a° BRCNL'E F I P_ x COMP ELL - FLG x FIPT. WITu GASKET 13 50mm 121 BRONZE M"If x MIP- CORPORAT,ON STOP 6 `Omm I3,9"1 ROCK ?00mm TD 1SOmm a gx 14" .O 6") DEEP 14 SIZE x 50mm 12"1 SERVICF SADDLE K WATER MAIN 7 -RACER WIRE IAS RECuIRED1. SEE WP-01 15 WATER AGENCIES STANDARDS r> 50MM i 2" 3 MANUAL AIR VALVE COM# ITTEF APPROVAL 11/03/2006 DRAWING NUMBER WA--01 C7 �O, WESS/Oil At.cDAIL W fn wT NO. 80614 `n �;o * EXP. 03-31-23 'r,�F OF CALF AS -BUILT PLANS DATE 09-01-2023�� SIGNATURE , 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED --- BM-71-A-77---. ELEV.: 1058.40 (NA VD88) SCALE: H. AS NOTED V. AS NOTED APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 915/2023 By: NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. COUNTY OF RIVERSIDE 9 SEWER AND WATER IMPROVEMENT PLAN SCHEDULE "A " THRUST BLOCK DESIGN & DETAILS OF 9 SHEETS FOR. FORESTAR W-0. COUNTY 965-YY TOSCANA DEVELOPMENT CO. 8736 FILE NO. U: \Projects \ FOREMOST COMMUMTIES\ 8736 \ Engineering Phase 2 \ Tract 36826-1 \ Sewer and Water\36826-1 SWR 09. d wg