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964xx_wtSEWER NOTES: IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 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 SEWER & WA TER IMPROVEMENT 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 TRACT No* MADE PART OF THE SPECIFICATIONS. 3. THE DRAWINGS AND DATA HEREON HEREBY ARE MADE PART OF THE SPECIFICATIONS. NON -POTABLE WATER NOTES: WATER NOTES: 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF TVWD. 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TEMESCAL VALLEY WATER 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TEMESCAL VALLEY WATER OwNFR/►APPLICANT DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS AND STANDARD DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS, AND STANDARD FORESTAR TOSCANA DEVELOPMENT COMPANY 5. APPROVAL OF THESE PLANS BY TVWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT 4590 MACARTHUR BLVD, SUITE 600 THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS OFFICE CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS NEWPORT ,BEACH CA, 92660 WITHIN THE LIMITS OF WORK. ON THE JOB SITE AT ALL TIMES. ON THE JOB SITE AT ALL TIMES. 6. CONTRACTOR SHALL NOTIFY THE TVWD ONE WEEK PRIOR TO STARTING CONSTRUCTION. 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE ENGINEER MADE PART OF THE SPECIFICATIONS. MADE PART OF THE SPECIFICATIONS. agm�� 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECTS DRAWINGS. 3. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. EnrolrnrrEEFrs J. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. 6879 AIRPORT DRIVE 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. 4. REVISIONS WILL NO BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF TVWD 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF TVWD. RIVERSIDE, CA 9TELEPHONE. (95250E 688-024 ] 9. THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER 5. APPROVAL OF THESE PLANS BY TVWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF FAX. HONE) 688--D599 WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN 5. APPROVAL OF THESE PLANS BY TVWD DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE EXISTENCE 0R NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE ACCORDANCE WITH PROJECT SPECIFICATIONS AND TVWD SPECIFICATIONS. ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR WITHIN THE LIMITS THE LOCATION OR EXIXIWORK. STRUCTURE WITHIN THE LIMITS OF WORK. MONUMENT NOTE: SOILS ENGINEER 10. EACH LOT SHALL BE SERVICED WITH A FOUR (4)-INCH SEWER LATERAL SET AT A MINIMUM GRADE OF OF 6. THE CONTRACTOR SHALL NOTIFY THE TVWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 2.09 WITH A MINIMUM INVERT DEPTH OF 5.0 FEET BELOW THE BOTTOM OF THE CURB AT THE PROPERTY 6. THE CONTRACTOR SHALL NOTIFY THE TVWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO BEGINNING WORK SO THAT INSPECTIONS CAN T ARRANGED AND PROVIDED. CONTRACTOR AND/OR BENCHMARKS OR A WILL BE ADVANCED GEOTECHNICAL SOLUTIONS INC. LINE, UNLESS OTHERWISE APPROVED BY THE TVWD. BEGINNING WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED. 25109 JEFFERSON AVE, J220 DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH MURRIETA, CA 92562 11. ALL LATERALS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, ADJUSTED UNDER TVWD INSPECTION TO Z THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS. 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS. POINTS SHALL BE REFERENCED AND REPLACED WITH CLEAR DRIVEWAYS AND OTHER IMPROVEMENTS. LATERALS SHALL BE FOUR (4)-INCH MINIMUM DIAMETER APPROPRIATE MONUMENTATION BY A LICENSED LAND TELEPHONE (6]9) 708-1649 UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LATERALS SHALL HAVE A CLEAN OUT IN ACCORDANCE 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL -OSHA SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL -OSHA SAFETY REQUIREMENTS. SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED WITH STANDARD DRAWINGS NO. S-9 AND S-30. LATERALS SHALL BE INSTALLED IN ACCORDANCE WITH 9. THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER TO PRACTICE LAND SURVEYING. A CORNER RECORD OF ASSESSOR'S PARCEL NUMBER TVWD STANDARD DRAWINGS NOS. S--4, S---5, S-6, AND S--Z 9. IF REQUIRED BY TVWD, THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN SURVEY, AS APPROPRIATE, SHALL BE FILLED BY THE WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS CO GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY ACCORDANCE WITH PROJECT SPECIFICATIONS AND TVWD SPECIFICATIONS. LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER 290--240-009 290-070-026 283-240-004 12. JOB -MIXING OF CONCRETE IS NOT PERMITTED. THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS, TVWD SPECIFICATIONS AND COUNTY AS REQUIRED BY THE LAND SURVEYOR'S ACT. 290-240-010 290-070-045 13. ALL CONCRETE TESTING REQUIRED BY THE TVWD WILL 8E AT THE EXPENSE OF THE CONTRACTOR. OF RIVERSIDE REQUIREMENTS. 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED. 290-070-046 14. THE CONTRACTOR SHALL SECURE APPROVAL FROM THE TVWD INSPECTOR PRIOR TO BACKFILLING OVER ANY 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED. 11. ALL CONCRETE TESTING REQUIRED BY TVWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. BASIS OF BEARING LAND USE/ZONING SEWER PIPE OR WYE. 11. ALL CONCRETE TESTING REQUIRED BY THE TVWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. BASIS OF BEARING IS NORTH SECTION LINE OF EXISTING LAND USE: VACANT 12. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS SAID SECTION 13 TAKEN AS NORTH 89'06'58" PROPOSED LAND USE. RESIDENTIAL & OPEN SPACE 15. ALL SEWER LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD" AFTER CONSTRUCTION AS 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 WEST, AS SHOWN BY TRACT MAP 30440-1 PER EXISTING GENERAL PLAN LAND USE: LDR, OS-C SPECIFIED BY THE TVWD SPECIFICATIONS. TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE TVWD DISTRICT ENGINEER. M.B. 406130-32, RECORDS OF RIVERSIDE PROPOSED GENERAL PLAN LAND USE: MDR, OS-C SHUTDOWN TO THE TVWD DISTRICT ENGINEER. COUNTY, CALIFORNIA EXISTING ZONING: SP (327) 16. ALL ACCESS HOLES (MAN HOLES) SHALL BE TESTED BY 'VACUUM TESTS" AS SPECIFIED IN THE TVWD 13. ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND DRAINING PROPOSED ZONING: SP (327) STANDARD SPECIFICATIONS. 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. OF THE EXISTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY THE DISTRICT. INSPECTION NOTE: 17. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTION 14 AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARD 14. EACH LOT SHALL BE SERVICED WITH A MINIMUM ONE (1) INCH COPPER LATERAL WITH METER AND BACK PERMITTEE MUST INFORM COUNTY OF UTILITY PURVEYORS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE OF THREE WEEKS PRIOR TO S41D SHUTDOWN TO THE FLOW PROTECTION DEVICE A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN THE TOP OF EXISTING CONSTRUCTION SCHEDULE AT LEAST 48 HOURS TVWD DISTRICT ENGINEER. DRAWINGS W-5 OR W-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND 13LOWOFFS CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS, AL ALL LOW POINTS IN THE WATER LINE PROFILE. FIRE HYDRANTS CAN BE USED IN LIEU OF A MANUAL PRIOR TO BEGINNING OF CONSTRUCTION. WATER. TEMESCAL VALLEY WATER DISTRICT 18. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF AIR RELEASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH POINT OR LOW POINTS IN THE PROFILE. PHONE: (951) 955-6885 FOR PARCEL MAPS SEWER: TEMESCAL VALLEY WATER DISTRICT OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES. BLOWOFFS SHALL BE INSTALLED IN CONFORMANCE TO W-2. 15. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARD AND TRACT MAPS. ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY DRAWINGS W-5 OR W-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS GAS: SOUTHERN CALIFORNIA EDISON COMPANY 19. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY ROAD DEPARTMENT JURISDICTION IN 15. ALL EXISTING FACILITIES TO 8E TIED INTO SHALL BE FIELD VERIFIED AND NOTES SHALL BE SUBMITTED TO AT ALL LOW POINTS IN THE WATER LINE PROFILE. FIRE HYDRANTS CAN BE USED IN LIEU OF A MANUAL AIR TELEPHONE: AT&T, VERIZON ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT INCLUDING TRAFFIC CONTROL, PAVEMENT THE DISTRICT PRIOR TO CONNECTION. RELEASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH POINT OR LOW POINTS IN THE PROFILE FIRE HYDRANT COLOR CODING CABLE: TIME WARNER REMOVAL, TEMPORARY PAVEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC BLOW -OFFS SHALL BE INSTALLED IN CONFORMANCE TO W-2. FIRE HYDRANTS TO BE PAINTED PER NFPA 291 AND COUNTY STRIPPING. 16. NON -POTABLE WATER SYSTEM SHALL 8E PRESSURE TESTED IN ACCORDANCE WITH STANDARD OF RIVERSIDE FIRE DEPARTMENT STANDARDS SPECIFICATIONS. 16. ALL EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIED AND NOTES SHALL BE SUBMITTED TO 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 17. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED PIPE TVWD PRIOR TO CONNECTION. PRESSURE COLOR THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALL VALVES, PIPELINES AND 17. WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 1500 OR GREATER LIGHT BLUE APPURTENANCES SHALL BE TESTED AT 1.25 TIMES THE MAXIMUM STATIC PRESSURE OF THE PIPELINE, WITH 1000--1499 GREEN 21. SEWER SHALL BE 8" INCH PVC (SDR 35) OR 8" INCH PVC C900 OR C905 (REQUIRED FOR SEWER THE TOTAL ROUNDED UP TO THE NEAREST 25 PSI. VALVES SHALL BE CAPABLE OF WITHSTANDING DESIGN 18• ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED PIPE 500-999 ORANGE DEPTHS 15 FEET) IN ACCORDANCE WITH TVWD SPECIFICATIONS AND STANDARDS, PRESSURES IN A CLOSED POSITION. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE DISTRICT PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALL VALVES, PIPELINES AND INSPECTOR. APPURTENANCES SHALL BE TESTED AT 1.25 TIMES THE MAXIMUM STATIC PRESSURE OF THE PIPELINE, WITH 22. FORCE MAINS SHALL BE 8" INCH PVC IN ACCORDANCE WITH TVWD SPECIFICATIONS AND STANDARDS 18. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCORDANCE THE TOTAL ROUNDED UP TO THE NEAREST 25 PSI. VALVES SHALL BE CAPABLE OF WITHSTANDING DESIGN FIRE HYDRANT SPACING NOTE (PROVIDE FORCE MAIN DIAMETER, C900 OR C905, AND PIPE CLASS 200 OR GREATER). TO TVWD STANDARD SPECIFICATIONS. PRESSURES 1N A CLOSED POSITION. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE DISTRICT INSPECTOR. IN -TRACT -> FIRE HYDRANT @ ALL INTERSECTIONS & 23. STANDARD MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWD SPECIFICATIONS AND STANDARD 19. ALL MATERIALS, TESTING AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS SPACED ® 330' MAX DRAWINGS NO. S-12. TERMINUS TYPE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWD OF TVWD, RIVERSIDE COUNTY, AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE 19, CONTRACTOR SHALL DISINFECT ALL PIPELINES AND APPURTENANCES EITHER PRIOR TO OR AFTER THEY HAVE STANDARD DRAWING NO. S-13. ABOVE REFERENCE AGENCIES WILL BE CAUSE FOR REJECTION. BEEN SUBJECTED TO HYDROSTATIC AND LEAKAGE TESTING. THE METHOD OF DISINFECTING SHALL CONFORM BACK80NE -] FIRE HYDRANT @ ALL INTERSECTIONS & TO PROVISIONS OF AWWA C-601 (LATEST). THE CONCENTRATION OF THE DOSAGE APPLIED SHALL BE SPACED ® 1000' MAX 24. STANDARD MANHOLE COVERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWD STANDARD DRAWING NO. 20, NON -POTABLE WATER LINE CONSTRUCTION SHALL 8E 6 IN DIP OR PVC AS NOTED ON PLANS IN PRESCRIBED BY THE DISTRICT AND SHALL BE AT LEAST 50 PPM AND IT SHALL NOT EXCEED 200 PPM. 5-14 AND S-15. IN UPAVED AREAS LOCKING TYPE MANHOLE COVERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AWWA STANDARDS AND TEMESCAL VALLEY WATER DISTRICT STANDARD DRAWINGS W---17, CHLORINATED WATER SHALL REMAIN IN THE PIPE LONG ENOUGH TO DESTROY ALL NON -SPORE -FORMING ACCORDANCE WITH TVWD STANDARD DRAWING NO. S-17. W-19, AND W-20 (FOR PVC PIPE) AND W-22, W-23, AND W-26 THROUGH W-32. BACTERIA (MIN. 24 HOURS). 25. SEWER BEDDING, BACKFILL, CAPS, AND ENCASEMENT, CAPS SHALL BE IN ACCORDANCE WITH TVWD 21. RESTRAINTS SHALL BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH TVWD STANDARD DRAWINGS W-19 20. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCORDANCE TO STANDARD DRAWING NO. S---1, S-2, AND S-3. AND W-22. C7 TVWD STANDARD SPECIFICATIONS. [� 26. CONTRACTOR SHALL PROVIDE AND BEAR THE TOTAL COST OF CLOSED CIRCUIT VIDEO INSPECTION OF ALL 22. NON -POTABLE WATER PIPE AND BLOW OFFS SHALL BE PURPLE PVC, MARKED AS REQUIRED BY TVWD w ® NEW INSTALLED PIPELINES UNLESS OTHERWISE DIRECTED BY THE DISTRICT INSPECTOR. 21. ALL MATERIALS, TESTING, AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS SPECIFICATIONS TO IDENTIFY !T A5 NON -POTABLE (RECLAIMED) WATER. IF DIP 15 USED !T MUST BE OF TVWD AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED Q q 27. PRIOR TO POURING OF MANHOLE BASE, CONTRACTOR SHALL INSTALL A MANHOLE ADAPTER MADE BY GPK MARKED WITH PURPLE MARKING TAPE. AGENCIES WILL BE CAUSE FOR REJECTION. PRODUCTS, INC FOR ALL INLET(S) AND OUTLET AT THE PROPER GRADE AND DIRECTION. 23. ALL 1-INCH AND 2-INCH COPPER SERVICES AND AIR VAC & AIR RELEASE ASSEMBLIES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE 22. FIRE HYDRANT SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS NOS. W-1 AND W-3 28. EACH MANHOLE SHALL BE VACUUM TESTED IMMEDIATELY AFTER ASSEMBLY AND PRIOR TO 13ACKFILLING BY OR W-4. SECTION T. 5S, R . 6 W cl� THE CONTRACTOR. AFTER THE CONTRACTOR COMPLETES BACKFILLING AND PRIOR TO ACCEPTANCE BY THE Q DISTRICT, EACH MANHOLE SHALL BE RE --TESTED IN PRESENCE OF THE DISTRICT INSPECTOR. 23. WATER LINE CONSTRUCTION SHALL BE 8 INCH (PVC, CML OR STEEL) IN ACCORDANCE WITH STANDARD O DRAWINGS NOS. W-17, W-19, AND W--20 (FOR PVC PIPE) AND W-22, W-23 AND W-25 THROUGH W---32. 29. NO GROUT SHALL BE PLACED IN THE HORIZONTAL JOINTS BEFORE TESTING. GENERAL NOTES: - - U7 Li o : = V 30. A VACUUM OF 10 INCHES OF MERCURY SHALL BE DRAWN AND THE PUMP SHUT OFF WITH ALL VALVES 24. RESTRAINTS SHALL BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH TVWD STANDARD DRAWINGS NO. z Q - cn \ ] . AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST UNDERGROUND W- r 9 AND w- 22. Q�OF ES ¢ � CLOSED, THE MANHOLE SHALL HOLD 10 INCHES OF MERCURY FOR 60 SECONDS. SERVICE ALERT (1-800-227-2600) AND NON-MEMBER COMPANIES, OR UTILITIES, TO MARK OR 25. SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES SHALL CONFORM TO STATE HEALTH CODE ~�� DAI` RIF�� S1sT •- C>~ 31. IF THE MANHOLE FAILS THE INITIAL TEST, NECESSARY REPAIRS SHALL BA NON -SHRINK E MADE WITH OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, 9� y M a GROUT TO THE OUTSIDE WHILE THE VACUUM IS STILL BEING DRAWN, RETESTING SHALL PROCEED UNTIL A STRUCTURES INCLUDING VAULTS, MAIN CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS. STANDARDS.Lu SATISFACTORY TEST IN OBTAINED NO. 80614 `" z 2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AT PROPOSED CONNECTIONS 26. TRENCH REPAIR PER COUNTY STANDARD 818. * EXP. 03-31-23 32. MANHOLE DIAMETERS SHALL BE 48-INCH FOR SEWER DIAMETER 24-INCH AND SMALLER, AND 60-INCH AND CROSSINGS AND VERIFY ELEVATIONS, LOCATIONS AND SIZE OF EXISTING FACILITIES. CQMp U FOR SEWER PIPE DIAMETER 27-INCH AND LARGER AND FOR ALL MANHOLES WITH A DEPTH OF 12-FEET 27. OBTAIN AN ENCROACHMENT PERMIT FROM TRANSPORTATION DEPARTMENT. TEL NO. PER PERMIT SECTION IS J'9 C1V1� �� eEC OR MORE 36-INCH CONE SHALL BE USED WITH A 60-INCH MANHOLE J. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE �6F CAL\F CEME7C �� Z ,�, 4� 951-955-6790 MINES CL UTILITY, WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING SYCAMORE v �� o Z Q 33. FOR 1) ALL NEW MANHOLES ON SEWER DIAMETERS 15-INCHES OR GREATER 2) ALL NEW MANHOLES DISTRICT -OWNED UTILITIES). CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION. AS -BUILT PLANS CREEK Cf 15 Cc'- 0 WHERE UPSTREAM SEWER SLOPE IS 5i OR GREATER 3) ALL MANHOLES WITHIN 1000 FEET OF A APPROVED AS-BUILTN Rp w ~ FORCEMAIN DISCHARGE AND 4) EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE PROVIDED WITH 4. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBSTRUCTION AND CROSSING OVER RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 10-24-22 W INTEGRALLY LOCKING PVC OR POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE THE OBSTRUCTION WILL RESULT 1N LESS THAN 42 INCHES OF COVER OVER THE TOP OF THE WATER THE SIGNATURE WERNER W GREENBOOK. WATERLINE SHALL CROSS UNDER THE OBSTRUCTION WITH A MINIMUM CLEARANCE OF 12 INCHES. Date: 9/5/2023 By: MINES � U lu z 34. SEPARATION REQUIREMENT BETWEEN SEWER AND WATER LINES SHALL CONFORM TO STATE HEALTH CODE 5. SEPARATION BETWEEN SEWER AND WATER SHALL CONFORM TO RIVERSIDE COUNTY STANDARD NO. 817 AND T S U -_j STANDARDS. TVWD SEWER AND WATER SYSTEM FACILITY REQUIREMENTS. Q 35. SEWER LATERALS SHALL BE INSTALLED ACCORDING TO COUNTY STD. NO. 600 AND 601 OR SERVING 6. ALL MATERIALS USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS AND VICINITY MAP j U AGENCY. SPECIFICATIONS ORDINANCE 461. WATER SYSTEM CERTIFICATION O 36. TRENCH REPAIR PER STANDARD 818. 7. REFER TO RIVERSIDE COUNTY STANDARD NO. 818 FOR TRENCH REPAIR. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TR 36825 IS IN ACCORDANCE WITH THE RIVERSIDE CO TY FIRE DEPT. U F- SEWER SYSTEM CERTIFICATION WATER SYSTEM MASTER PLAN OF TEMESCAL VALLEY WATER DISTRICT AND THAT THE WATER Q 37. OWNER/CONTRACTOR SHALL BE RE5PON51BLE FOR REPLACEMENT/RELOCATION OF ALL SURVEY MONUMENTS 8. SEPARATION REQUIREMENTS BETWEEN SEWER AND WATER LINES SHALL CONFORM TO STATE HEALTH CODE I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TR 36825 15 IN ACCORDANCE WITH THE SERVICE, STORAGE AND DISTRIBU77ON SYSTEM WILL BE ADEQUATE TO SUPPLY WATER TO SAID Q WITHIN THE PROJECT AREA PER [AND SURVEYOR ACT. STANDARDS. SEWER SYSTEM REQUIREMENTS OF TEMESCAL VALLEY WATER DISTRICT AND THAT THE DISTRICT PROJECT THIS CERTIFICATE DOES NOT CONSTITUTE A GUARANTEE THIS IT WILL SUPPLY WATER TO HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE 5TE5 FROM THE PROPOSED PROJECT. SAID PROJECT AT ANY SPECIFIC QUANTITIES, FLOWS, OR PRESSURE FOR FIRE PROTECTION OR PROVED BY DA 0 ANY OTHER PURPOSE. GE D GENERAL MANAG DATE __ CL- GENERAL MANAG GATE t L cc 0- 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. TEMESCAL VALLEY WADER DISTRICT BENCH MARK: NG5 71 A 77 (PIDDX5558) RESPONSIBLE FOR ASSURING THE ACCURACY AND I� ��A� P, �G TRACT NO. 36825 I.P. NO 170020 SHEET NO. ACCEPTABILITY OF THE DESIGN HEREON. IN THE DRAWN BY. 170 FEET SOUTH OF THE SOUTHWEST CORNER OF EVENT OF DISCREPANCIES ARISING AFTER COUNTY QRi1FESS/L �ENI �LV.4 APPROVED FOR CONSTRUCTION: cOLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST COUNTY OF RIVERSIDE APPROVAL H DURING CONSTRUCTION, THE PRIVATE JAr j EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE SEWER AND WATER IMPROVEMENT � ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING '` '1 CHECKED 8Y.• - y - E N G 1 E E R `7 RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA AN ACCEPTABLE SOLUTION AND REVISING THE PLANS � r.�' � RDR .� SCHEDULE "A FOR APPROVAL BY THE COUNTY. 9 CSivdf Erngdneemig • 3urveyang - FYa► rdW G NERAL G ATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE TITLE SHEET NO. 75731 g879 Airport Drive Riverside, CA 92504 SCALE. AND CONCRETE STAMPED --- BM-71-A-77-- * EXP. 6-30-18 * Tel:(951 *hAdk 2 • F . 51 ] 688-0599 AS NOTED �[. NOTE 3 202E JS Al AS -BUILT DATE; A �R Di 5� OF 2 SHEETS Know what's below. WORK CONTAINED WITHIN THESE PLANS SHALL NOT UNDER WE -,Q ELEV.: 1058.40 (NAVD88) COMMENCE UNT1L AN ENCROACHMENT PERMIT DATE 8Y MARK DESCRIPTION APPR. OATE �y CIYI� �� sUpimloN �L.� 06/O1/18 ►:.r„l Ir. i:r ; yr ; 8zQ5b Ib Call before you dig. AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER R E V 1 S 1 d N S COUNTY �•CC OF C �F isarr R.C.E 1 Date- JOB NUMBER: ZFE�RIV R.C.E DATE SCALE. H: AS NOTED V. AS NOTED FOR: FORESTAR W. 0. COUNTY 964-XX 8736 TOSCANA DEVELOPMENT CO. 8736 U. \ Projects \ FOREMOST COMMUNITIES\8736 \ Engineering Phose 2 \ Tract 36825 \ Sewer and Woter\SEWER AND WTR PHOEBE&THD j THD SWR O 1. dwg L W � � C7 � � 0 U] O � V W Q j c) Qj Lu U W� QL w CL L7 w � � w LL.I a 0 CL p U O Q Q Q � w 0 c) �= wcl- � Q � 1 i SEWER CONSTRUCTION NOTES* QUANTITIES CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S- I ............................................................ 3, 785 L.F LEGEND: ABBREVIATIONS LEGEND: SYMBOLS AND LINES CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 & S-14.............................................................. 10 EA ABBREVIATION DESCRIPTION ITEM EXISTING PROPOSED ANG.PT. ANGLE POINT CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S-12 & S-14.............................................................. 11 EA BC BEGINNING OF CURVE CROSS INSTALL 4" SEWER LATERAL PER TVWD STD. NO. S-4........................................... ................... 14 EA 8.0. BLOW OFF ELBOW CIO CLEANOUT REMOVE TEMP. END CAP AND JOIN TO EXISTING. ........ ........................... __ .................................... 2 FA AIR VALVE C&G CURB AND GUTTER �6 INSTALL TEMP. 8" END CAP... ................ CL CENTERLINE MANUAL AIR VALVE EC END OF CURVE �7 INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. S-29................................................................. 8 EA EX. EXISTING BLOW OFF NSTALL 8" DIA. PVC, CLASS 235, C-900 SWR PER TVWD STG. DWG. W- ] 7.................................... 473 L.F. FG FINISHED GROUND WATER METER - �J DOMESTIC WATER PI_ 1509 CONSTRUCTION NOTES* QUANTITIES FS FINISHED SURFACE LANDSCAPE METER 0 INSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STG. DWG. W-17.......................... 2,405 L.F Ft FLdWtINE H.B. HORIZONTAL BEND END CAP W/ B.O. __49 INSTALL 16" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STD. DWG. W-17........................ 3,903 L.F INV. INVERT FIRE HYDRANT ♦-* Y `" INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 19 EA LAT LATERAL LI FOR CROSSES) ................................................... L.F LINEAR FEET MANHOLE W/ MANWAY- n INSTALL 16" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND V 4 FOR CROSSES)....................... .......................... 12 LL LOT LINE REDUCER i 5 INSTALL 8" FLG'D DUCTILE IRON CROSS. ............. .................. ............................ ................................... 3 EA MH MANHOLE TEE INSTALL 16 X 16 u8" FLG'D DUCTILE IRON TEE ....................... ... 4 EA PCC POINT OF COMPOUND TEE W/GATE VALVES CURVE �7 INSTALL 8 WX8" FLG'D DUCTILE IRON TEE........................................................................................... 2 EA PIL PROPERTY LINE TRACT BOUNDARY �8 INSTALL 8" 90' DUCTILE IRON ELBOW .......... ......................................................... ...•-............. -................ 1 EA PR. PROPOSED DOMESTIC WATERLINE (1509PZ) nw(1509) PRC POINT OF REVERSE CURVE RECLAIMED WATERLINE RW INSTALL 8" DUCTILE IRON END CAP .......................................................... -----............................ .............. 11 EA PVC POLYVINYL CHLORIDE SEWERLINE IO INSTALL 16" DUCTILE IRON END CAP .................... RWTR RECLAIMED WATER R/w RIGHT OF war 1 I CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4.................... EA 7 SD STORM DRAIN �~ 12 INSTALL SLUE RETRO-REFLECTIVE FN MARKER PER DETAIL SKEET 2. ........ S.L. SPRINGLIKE.......................................... 7 F4 1 � " STA. STATION 13 INSTALLS=' COPPER SERVICE LATERAL AND-1L2' METER PER TVWD STD. ND'S W-8 & W- 13 EA SWR SEWER - - - - -' 14 INSTALL 2" AIR VAC PER TVWD STD. W-6....... 7 EA TC TOP OF CURB , ...............................................................•---•----••--•--•.... � rr� 15 INSTALL 4" BLOW OFF PER TVWD STD. W-2..... TM TENTATIVE MAP }II 7 EA TR. TRACT SL ] 6 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22...................... V.B. VERTICAL BEND 17 REMOVE TEMP. END CAP AND JOIN TO EXISTING.................................................................................... 2 EA VPI VERTICAL POINT OFINFLECTION 18 INSTALL 16" 90' DUCTILE IRON ELBOW _........................... ...... 3 EA WTR DOMESTIC WATER � S 19 INSTALL 16" 45' DUCTILE IRON BEND. ............ ................. ............... ........ ----............................ 1 EA X-ING CROSSING fh; FH FIRE HYDRANT 20 INSTALL 76" 22.5' DUCTILE IRON BEND ..................................•---........ .............................. ---••---•--•---••--- 2 EA 21 INSTALL 16" 11.25' DUCTILE IRON BEND...... ....... -•.... ......... .............. -..................................................... i EA VEN�vR 22 INSTALL 8" 22.5' DUCTILE IRON BEND .................... C 23 INSTALL 8" 11.25' DUCTILE IRON BEND ................................................. .................................................. ] EA LOT LL1 24 INSTALL 2" MANUAL AIR VAC PER WATER STD. WA-01; SEE SHEET 12.. ................... I ..[? RECLAIMED WATER CONSTRUCTION NOTES* QUANTITIES EINSTALL 6" DIA PURPLE PVC. CLASS 235, C-900 NON --POTABLE WATER MAIN PER TVWD STD. 1,900 L.F DWG. NO. W-17 INSTALL 12" DIA. PURPLE PVC CLASS 235, C-900 NON -POTABLE WATER MAIN PER TVWD STD. 3,261 L.F DWG. NO. W-17 INSTALL 6" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 7 EA FOR CROSSES) ................................................... INSTALL 12" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 8 EA 4 FOR CROSSES) ................................................. RINSTALL 6" X 90' DUCTILE IRON ELBOW................................................................................................. 2 EA �6 INSTALL 6" DUCTILE IRON END CAP ..................................................... .................................................... 3 EA ElINSTALL 12" DUCTILE IRON END CAP ................................................. ..................................................... 1 EA . 8 1NSTALL 2��" COPPER SERVICE LATERAL AND 2" METER PER TVWD STD. NO'S W-8 & W-9.- ... 7 EA 9 INSTALL 2" AIR VAC PER TVWD STD. W-6.............................................................................................. 2 EA 10 INSTALL 4" BLOW OFF PER TVWD STD. W-2.-....................................................................................... 1 EA 11 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22........... ......... - 12 REMOVE TEMP. END CAP AND JOIN TO EXISTING ............................. -.................................................... 2 EA 13 INSTALL 12" 90' DUCTILE IRON ELBOW................................................••---••---............................ --••--.._ 4 EA 14 INSTALL 12'X12"X6" FLG'D DUCTILE IRON TEE .................................... -................................................ ] EA 15 INSTALL 12" 45' DUCTILE IRON BEND .................... ................................................................................. 2 EA 16 INSTALL 12" 11.25' DUCTILE IRON BEND .............................................. ............................ ....................... 6 EA 17 INSTALL 12" 22.5" DUCTILE IRON BEND ............................ .......... ......... --••--•-•--................................. 2 FA 18 INSTALL 8" 11.25' DUCTILE IRON BEND ............................ ...................................................••----.............. 3 EA r9 INSTALL 8" 22.5' DUCTILE IRON BEND..................................................•---........................................... 1 FA w wharrs below. Call before you dig, TFIE 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 NOTE: 3 2021 JS 1 AS -BUILT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK DESCRIPTION AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER R r ►/ 11z I n Al c DOMESTIC WATER PZ 1630 CONSTRUCTION NOTES* QUANTITIES OINSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STG. DWG. W-17.......................... 210 L.F INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 210 L.F j� FOR CROSSES) ................................................... 3� INSTALL 8" 90` DUCTILE IRON ELBOW...................................................................................................... 1 EA ORESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22...................... t 5 j INSTALL 2" AIR VAC PER TVWD STD. W-6............................. ............................................................... 2 EA OINSTALL 8" DUCTILE IRON END CAP.....................••--..................--••---•---........---•----•---••--••------.....•---.......... 2 EA THE QUANTITIES SHOWN HEREON FOR BONDING INF❑RMATION ONLY. THE CONTRACTOR IS TO CONSTRUCT PROJECT PER THESE PLANS AND SUBMIT BID BASED ON THEIR OWN QUANTITY "TAKE OFF" SEAL -ENGINEER SAY 4 NO. 75731 EXP. 6-30-18 �r APPR. DATE ' I,�� CIVIX.,��\� COUNTY DESIGN BY.• W`TG PMWs AWPARED eY.- c m BRAWN BY- RA E IV G► !V E E 14 S CHECKED C ivdl Engkser#W • ,Surve" . Piarwhi lg SCALE 6879 Airport Drive, Riverside, CA 92504 AS NOTED Tei:(951) 688-O 41 a 1) 588-0599 UNDER THE DATE SUPE714sm 01 06/01/18 Michell d Adkison, R... 5 Dote: JOB NUMBER: 8736 TR. 36643 i 200 .ii XIZA K00Oz zld2Vzd2ii�i�iffi� 100 400 :Ii i1 1 i i 1 � I TEMESCAL VALLEY WATER ❑!STRICT HLNC:H MARK: NGS / I A // F'IUUX�OS�f 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 S RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA L MANAGER ATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED --- BM-71-A-77---. ��,4,,�,�r�� ELEV.: 1058.40 (NAVD88) 1 SCALE: R.C.E DATE H: AS NOTED V. AS NOTED TWO LANE STREET AT INTERSECTION 6" TYP. � f *CONTRACTOR TO VERIFY ALL BLUE REFLECTIVE PAVEMENT MARKERS INSTALLED COMPLY WITH MOST RECENT RIVERSIDE COUNTY FIRE DEPARTMENT POLICY. BLUE REFLECTIVE PAVEMENT MARKER LOCATION N. T. S. �o,R OFESS/p,�i� �pDAILRF Fti NO. 80614 `n * EXP. 03-31-23 sj CIVIC. \� 9 OF CAL\F II AS -BUILT PLANS j i DATE 10-24-22 SIGNATURE II APPROVED AS -BUILT SHEET INDEX RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date:9/5/2023 By. J L SHEET NO. DESCRIPTION I TITLE SHEET 1 0 2 INDEX SHEET TEMESCAL HILLS DR. STA. 64+94.72 TO 74+00.00 E STA. 10+ 17.12 TO 10+45.35 TEMESCAL HILLS STA. 74+00.00 TO 79+50.00 5 9+83.16 TO 10+59.74 DISCOVERY7RT 55 ROUTDR:SUNDROf DST 9+82.49 TO 12+15.24 Sr 9+94.00 TO 10+44.76 LOT 9 & 16 STA. 10+00.00 TO 12+26.48 TRAILWOOD CT. 6 ;Ph; 4996rn , r TA. 9+90.10 TO 18+ 11.77 7 TEMESCAL HILLS .(INTERIM) STA. 79+50.00 TO 89+50.00 SHADELAND DR. TERIM) STA. 9+83.52 TO 12+49.46 8 HIGHViALE DR. (IN RIM) STA. 9+91.00 TO 15+54.17 TRAILWOOD CT. 9 4 ENLEAF CT. ST . 10+00.00 TO 11+15.80 -WESA 6T-. STA. 10 00.00 TO 11 + 16.10 OMNI CT. 10 PHOEBE DR. STA. 1 + 10.73 TO 30+51.55 VENTURE WAY 6&F;9Pd R9. STA. +34.25 TO 10+54.47 11 ARCH LULL DR. S 9+43.00 TO 10+57.00 PA8 WEST ENTRA E STA. 10+00.00 TO 10+4ZOO 12 THRUST BLOCK DESIGN & DETAILS NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36825 I.P. NO 170020 SHEET NO. COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT 2 SCHEDULE "A " INDEX SHEET OF 12 SHEETS FOR: FORESTAR W.O. COUNTY 964-XX TOSCANA DEVELOPMENT CO. 8736 FILE NO. SEWER CONSTRUCTION NOTES w � Z C7 ❑ � ey Q � Q O � � C7 w w _, m w � w w 4 ii) W U � o 0- C � Q o � cn q W q U U W ck�U ¢ Q 1280 1270 1260 1250 1290 1280 1270 1260 1250 DO`MEST C WA TER I E Pz 1509 C11 In ) sue° PR: TOP OF PAVEMEN?` -1 �+ tt `V - i ABOVE . CL OF PIPE -- TOP O _ PR. 160 WTR PIPE Q Il I� a IE n Ln - --- PR; TAP nF PAVE141ENT I F-' ABOVE CL OF PIA °p 1;; 17 d' 1 U; N c°v' :a � w � - o n•IPWII II TOhP OF c) z Lai� n 3, cn Ln rn cB x r.-t WTR an max z a + ca o F- ~� ��; 5< an -� 5 C6 o a: iv _ S -- 16 PI _' - - 4 3.2K% CONC. CAP TA.67 _ 10.0 I CONSTRUCT T.V.- .D yy-21 " R -I G 6" R' R- PER COVE 26 55 80 -SW WTOP HEREVER. TA--66-129_49 - 36" SD .X-ING 6'° WTR - - 254:61 -T 1259.54 : BOT R C 9 CLASS 23 861.58' ON CURVE` 16" Dl . --9 0, CLASS 235 PVC WTR. i SEINER NE & RECLAIMED WATERLIN 1 - - 74, c, � 1 3 N vs �bCC 4- �(._ , �..� �U I 'n -H ID --- _ pa Fes. TOP OF PR. o o n `° ' ram. + 'c m F` �+ �` � `fly " 12" eq Q 484PZj.. a `y d , N n, � l` 00 p `° ; Lv : N 2 N - TO 0 RWTR .PIPE ►ri - . _ r �•�" TDP .01 AI�EMENT v, z R. ABOVE OF PIPE -2n� R. TOP OF PAVEMENT- ,� - - mAct t2 �� ABOVE CL. OF: PIPE `� I S �. PR. s" PE JOIN � 4 1STiNG as - c6 �TRjA� 1N11. 1 rri z 43. RWIR. �' +94.73A. 55.7� - - °b �0. � s - i� � ' �" - - S+ 6. - 5=2.0% l k, 1268.96 °� o F o 1274.33 TOP .SWR POT RWTR o-acncn Sao �Qo -- �- - Q... 2" S 0.0040 4+� rn� j wgoN ovaa�n tlrn - 17.64' LF OFOF ,- `�' �- F" E �7A. " EX15TI G 6643 SWR.; - ,� - ?`so R-35 PV R. ,�o ��' ..�r�= - vt-i 8 SWR. PIPE ,- .� - 9C5900, C ON CS 235URVE' RWTR _ -3 S S R NE 5 Ol STA. INV. fi4 l 94. fib 1250.07 4C-90O, " i 122.52' ON CURVE 8' C-900; CLASS' 235 PVC 821ON CU VE ,� f PROFILE " SCALE - - i93: C S 2 P SWR. SWR. SDR-35 PVCSWR. j HORIZ: 1 = 40' 64+00 65+00 TRACT BOUNDARY STA. 65+ 13.72 STA. 66+29.49 BC 36" SD X-ING 16" WTR STA.54+96.72 1259.54 BOT WTR 4" BLOW OFF 1254.51 TOP SD 2 A. 64+94.72 SIDEWALK DRAIN . � P L TA, 64+94.69 I 12 STA.64+94.72 66+00 STA. 67+ 10.00 8" SWR X-ING 16" WTR 1255.76 TOP SWR 1266.55 BOT WTR LOT 9 67+00 PA8 SWR. THROUGH LOT 16, SEE PROFILE SHEET 5 STA. 68+ 19.79 8" WTR X-ING 12" LOT 16 1275.78 BOT WTR 1274.49 TOP RWTR \ C/G ZZ _ 3 fi7 MESCAL HILLS DR.� s8 5� �� t ------ - --- -- - _ - RW{7484} - - - - - - - - ----- --- \ OPI ` MH STA.55+ 13. 72 BC LOT 4 *))TEMESCAL HILLS DRIVE FUTURE TR. 36826-4 P/L �3 MH •67+ 1 D.00 STA. 68+07.70 24" SD X-ING 8" SWR STA.68+ 14.38 2 1268.40 BOT SD 24" SD X-ING 12" RW 1267.42 TOP SWR 1271.50 TOP SO 1273.16 BOT RWTR 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. NOTE, 312021 JS I 1 AS -BUILT How what's below. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY I MARK Call before you dig. AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER STA.68+ 19.43 8" WTR X-ING B" 1275.71 BOT WTR 1267- 72 TOP SWR 5�} - 69 5 ND� P D5 SEE SHEET 69+00 1 a ►n to O MH v STA. 68+36.45 8" SWR X-ING 12" 1268.96 TOP SWR 1274.33 BOT RWTR LINE TABLE LINE DISTANCE BEARING L 1 19.00' N86'55'34 F L2 19.03' N86'5534"E L4 31.23' N80'36'14'W 1 70+00 71 +00 CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 851.58' 593.00' 83'14'45" 525.91 C2 323.73' 616.00' 30'06'39" 165.70' C3 291.43' 616.00' 27'06'23" 148.49' C4 F71-84'616.Do, F;717-04" 138.17' CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-1 (D CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S- 12 & S-14 (3 CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S-12 & S-14 REMOVE TEMP. END CAP AND JOIN TO EXISTING NSTALL 8" DIA. PVC, CLASS 235, C-900 SWR PER TVWO STG. DWG. W-17 DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES INSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STG. DWG. W--17 INSTALL 16" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STD. DWG. W--17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF V 3 FOR TEES AND 4 FOR CROSSES) INSTALL 16" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) 0 INSTALL 16 "X 16 X8 " FLG'D DUCTILE IRON TEE 9 INSTALL 8" DUCTILE IRON END CAP 11 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4. 12 Q INSTALL BLUE RETRO-REFLECTIVE FH MARKER PER DETAIL SHEET 2 15 INSTALL 4" BLOW OFF PER TVWD STD. W-2 ? 6 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 i 7 REMOVE TEMP. END CAP AND JOIN TO EXISTING 24 INSTALL 2" MANUAL AIR VAC PER WATER STD. WA-01; SEE SHEET 12 RECLAIMED WATER CONSTRUCTION NOTES INSTALL 12" DIA. PURPLE PVC CLASS 235, C-900 NON -POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 INSTALL 12" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) INSTALL 2-1/2" COPPER SERVICE LATERAL AND 2" METER PER TVWD STD. NOS W-7 & W-9 11 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER 1VWQ STD. ND'S W- i 9 & W-22 12 REMOVE TEMP. END CAP AND JOIN TO EXISTING ?4 INSTALL 12"X12"X6" FLG'D DUCTILE IRON TEE 1300 1290 72+00 73+00 Q%OFESS/p,�� c��p DAIL R�9 Fyn 1280 C N APPROVED AS -BUILT "°• 80614 * EXP. 03-31-23 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: 0 CIVIL \� v -� OF CAI \F LOT 9 NONE�MENEM � ON �CI NONE No ■� �� MEN ME ME ■■l ■■i■mmmom 0 ■■■nlimmol OEMs MM, ■ 1■■■■■■■■■ ' im■ i■■■■■S■■■■ 5 ONE MEN �■ ■■■ AS -BUILT PLANS ? 12 FAA 73+81.44 DATE 10-24-22� 9+50 SIGNATURE , 6 + P/L 3 4 6 ] 5TA.73z8.86A5 ENTRANCE PAS T 1 RIGHT SEE 1 SQ DW(1509) �a 71 TEMESCAL ws�509jNILLS N DR. - _r S S _ f " RNiil R LOT 11 - - W(1484] - - N RV+' .24 i 2 My �FUURE TR. 36826-3 LOT 29 TEMESCAL HIL DRIVE P/L SEAL -ENGINEER DESIGN BY.• PLANS PREPARED e► RA/TG Q Ess/ DRAWN BR4 a►►r 4 � � E E R CHECKED BY.- N E G I J7 RDR Civil E►Vineering • Su rva~ - 9 NO' 75731 6879 Airport Drive, Riverside, CA 92504 SCALE: * EXP. 6-30-18 it Tel:(951 } 8 41 :(951 688-0599 AS NOTED DATE: UNDER THE I0? / 1=5CRIPTION APPR. BATE S '�,� �lYl�' �� O6 D� i8 or �` Mitchef J. Adkison, R.C.E. 7573I Dote: JOB NUMBER: R E V I S 1 0 N S COUNTY 8736 121 10+00 SEE LEFT TEMESCAL HILLS RIVE STA.10+ 17.12 11+00 11+50 Sm.10+21.98 2" MANUAL AIR VAC 15 Z n co 16 ' C L INTERSECTION - Z y STA.73+39.14 PHOEBE DR.= STA. 10+00.00 PA8 E. ENTRNACE II � ❑ 40 120 SEE SHEET 4 TEMESCAL HILLS PA8 EAST EN TRA NC DRIVE 20 SCALE: 1" 80 4❑' 60 NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TEMESCAL VALLEY WATER DISTRICT ULNGH MARK: NUS / ] A II (PIDDX5558� TRACT NO. 35825 I.P. NO 170020 SHEETNO. .- 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 APPROVED FOR CONSTRUCTION: COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT r I GENERAL MANAGER bATe RIGHT OF WAY FENCE THE BENCH MARK IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED --- BM-7i-A-77---. SCHEDULE "A " TEMESCAL HILLS DRIVE PAS EAST ENTRANCE EN IN EE R-C-E DATE ELEV.: 1058.40 (NAVD88) STA. 64+94.72 To 74+00.00 STA. 10+17.12 TO 10+48.35 OF 12 SHEETS SCALE. H: AS NOTED V. AS NOTED FOR: FORESTAR W.O. COUNTY TOSCANA DEVELOPMENT CO. 8736 FILE NO. 964-XX U: \Projects\ FOREMOST COMMUNITIES\ 8 736 \Engineering Phase 2\Tract 36825\Sewer and Water`SEWER AND WTR PHOEBE&THD\THD_SWR 03.dwg z o D z z � M W� w Q) w _ � w u W z D � � D o Q 0 � o O ti DCL wCLC)_ IN what's below. Call before you 134-0 1330 1320 1310 133o 1320 Fl�fli; 1300 Ni _ : name ll■■■E■■■■MEME■■■■■■-MEME „�M■�amc ■��0■■ ■■■■■■■■■■■■■■■ ■■NONE 1■■■■■■■ Sim ■■■■■■■■■■■■ _ ■ ■r ■■ ,• - EEC■■■_■.•i- r -- ■ ■ ■■■,.■ ■NENE■■■■■■■■ NOON■MENEM ■■��■ =MEN' MEME.-NON■ ME MEN ■ 0 - NJ No ■ - ■ ■■■■■■■■■■■■■■ �� N■■ *.1130-ff No MENE ■ ■O No ME■■ r■ENOMONEE .. MMEMBE ■ ME N ■NNN.•��■N�■ MEMO' ■ No ■N■ NN ■■ ME '• ■E ..•=■0M.•�• MEMM No N EloomINN ■N■■■■ NONE.. - ■M■M■M■MEM■EMM11MON OON .�=-•��■■■N■■■■ ��■■ •■ i , ' / i ■N■N■■■■■■N■■■ E . r! SEEM ► �•� ■■■ ■■ ,�■■ � MEN � .: • r i • i i . t ■� ■■ • 1 •■■■N■■1■ • ' oil J • YY-■■ ■■■ ' NEON ■ I■ MENEM ON MMMMMMMMMS■MMMM■■M■OMElREEMEMENE■M1 W■■■■■■■■■■■N■■■■ EMS M■■EME : r M _m - r , • '■ E■� N■ , ■ • N�■ _ IEMEME ■MENENIMMENSE -�_ , • M •" ' E : r ■ •■ •.. . ■ ESE 11 ELM ■■■MEN i - onESEEMEM ■■ �_� No LIML • ►~ '�''o - �f : ■E ■ M■NO■■■N ■■O ■ .'' �� MEMO ' ii■NEM■��' !! ' S ' r . I� ■: =� i r �(♦�� 9 SEEN �ti[�� ■�.., �� S■a■ ..11E M 0 ��M■■ 1■E _ 1 MEM111 + EN ' + N a ■■M11 ■■■I Now-u. gmuzommom ■■. MMUMM■M■NE M � Nei ■■ENNE �� M■M1 _ MENN■ MEN■ 0 EON� MmoullomE NS 011 ■`■_ �■ MEN,ELLA�3 MMME � • ■M■ I ■ r� ■ t N■■■ MON ■ ■■NN ■N ■dal �� t • ► : i . i ; ! .. .. ■NNE ■ ■ r' i N■ No + + a 0 NOME t t N■M. EO EEMMMM■■N11 MENNN I t M.•■■■ i . - ■MN■N■■■Nil■N■N■N i . NOON ■ 74+00 75+00 76+00 77+00 78+00 79+00 79+50 TEMESCAL HILLS DRIVE 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. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. STA. 76+58.10 60" SD X-(NG B" SWR 1312.29 TOP SD 1313.92 BOT SWR STA. 76 f 49.59 24" SD X--1NG 12" RWTR 1318.35 TOP SD 1319.58 BOT RWTR 1.2«.3.) rUr- WIN 1321.46 BOT RWTR STA. 76+62.79 60" SD X-ING 12" 1312.54 TOP SD 1320.46 BOT RWTR 120211 JS 1 DATE I BY I MARK ENGINEER -BUILT DESCRIPTION R E V I S I O N S STA. 76+62.11 8" WTR X-ING 8" 1322.39 BOT WTR SEAL -ENGINEER ICSESSI ►.G��y .�Ar NO. 75731 * EXP. 6-SG-18 APPR. DATE f �IYi4 COUNTY 9�� STA. 79+ 11.31 oov�. 1-E7�0� LCk:w IW HW rV)�ZN I � ti I J28.06 TOP SO 1334.06 BOT RWTR DESIGN BY: RAMS PROMR0 ar.• 9VTG DRAWN BY. I" RA E 111 G 1111E E R S CHECKED RDR Civil Engkwering . SLff-vey qg • Plarir•gV SCALE: 6879 Airport Drive, Rivers'de, CA 92504 A5 NOTED Tel:(951 ) 688- 4 F 51 } 688-0599 UNDER THE DATE: 5t1PERVlSYaN 06/01/18 Mrr ell J. dkism, R.C.E. 731 Bare: JOB NUMBER: 8738 1340 1330 1320 1310 1350 1340 133O 1320 1310 STA.9+99.16 60" SD X-ING 8" 1319.45 TOP SD 1322.25 BOT WTR STA.10+06.16 8" SWR X-ING 8" 1314+ 79 TOP SWR 1322.39 BOT INTR DISCOVERY CT. 1-TCAK WAY I D(31btFSTJC WA TFRLINE(PZ 5C9) 9 I4 - _ a �qln �.� za� �ix�r 61 z-o- � i �a xr�-m a��kr�� L]tr)�u�7 q�00 �W C) ` F-T- - - - - 5-=2-009� P� XPNF_Pkffl&nJ ti 16 .. �UP OFPR. OF FIff _1 m °per _.. STA 60" SD X-ING 8" WT' - 1312.50 TOP SD 1322.50 BOT WTR' . �o - ` 6 z 72.'87' LF C-�900, dASS RVC bF 8" 61A. 235- WTR. SEWER INE - oCL;. mr-I rye.. 3 csJ zav,l .� �. �^ S P PR. -TQP ABOVE OF CL PAVtMENT- OF PIPE • jc3 � - i - 6 r-17 PROFILE SCALE � 35 P SWR_ HORII: I" = 40' VERT. 1" = 8, - I 9+00 LOT 7 1❑+00 TEMESCAL HILLS DRIVE INTERIM ROAD SEE SHEET 7 I I I ':l I w r•. � f 0 I E 4 • I m I � � I i � rEMESc � r EDVE LEFT 11+00 11+50 MH LOT 3 ' DISCOVERY CT. "-r�„,"- RR "ter IILI LE E i TRACT 36826-3 ` --`"` --` - TEMESCAL VALLEY WATER DISTRICT �,,: SCA IL Vq ( APPROVED FOR CONSTRUCTION: .- AL A ATER DIS1 1NEE 1 R. C. E DATE 1 STA.10+ 12.86 - - - 12" RWTR X-ING 8" SWF 1321.63 BOT RWTR 1315.94 TOP SWR STA.10+26.86 24" SD X-ING 8" WTR 1319.55 TOP SD 1322.80 BOT WTR STA. 10+13.16 STA.10+ 11.93 12" RWTR X-ING 8" 60" SD X-ING 8" WTR 1321.46 TOP RWTR 1312.50 TOP SD I322.53 BOT WTR 1322.50 BQT WTR .��►�iRr<s�a_r.�.�r«.��=>•�«r11r1rrtia•�.1., SEWER CONSTRUCTION NOTES CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-1 CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 & S--14 CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S- 12 INSTALL TEMP. 8" END CAP DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES Q INSTALL 16" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STD. DWG. W--17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 0 3 FOR TEES AND 4 FOR CRdSSES} INSTALL 16" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) INSTALL 16'X16x8" FLG'D DUCTILE IRON TEE INSTALL 8" DUCTILE IRON END CAP 14 INSTALL 2" AIR VAC PER TVWD STD. W-6 15 INSTALL 4" BLOW OFF PER TVWD STD. W--2 16 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 20 INSTALL 16" 22.5' DUCTILE IRON BEND 21 INSTALL 16" 11.25' DUCTILE IRON BEND 24 INSTALL 2" MANUAL AIR VAC PER WATER STD. WA--O]; SEE SHEET 12 RECLAIMED WATER CONSTRUCTION NOTES INSTALL 12" DIA. PURPLE PVC CLASS 235, C--900NON-POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 INSTALL 2- i/2" COPPER SERVICE LATERAL AND 2" METER PER TVWD STD. El NO'S W-8 & W-9 10 INSTALL 4" BLOW OFF PER TVWD STD. W-2 ' 11 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NUS W-19 El & W-22 16 INSTALL 12" 11.25' DUCTILE IRON BEND 17 INSTALL 12" 22.5' DUCTILE IRON BEND El LINE TABLE LINE DISTANCE BEARING L 1 28.69' N22'3327'W L2 38.73' N22.52'07"W L3 66.92' N33'48 27"W L4 61.79' N11'18'27"W L5 46.43' N22'3327W L6 51.90' N69°09' 13 E L7 72.87' N69'09'13E L8 43.55' N22'50'32"W L9 48.97' N1'25'15'W L 10 111.47' N22'33 27"W L 1 1 96.48' N33'28'05 "W L 12 69.25' N22'3327"W L 13 4.05' N22°33 27"W L 14 48.76' N 1'25' 15 W L 15 12.82' N23°55' 15 "W rL16 58.44' N33°28'06"W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 254.84' 593.00' 24'37'23" 129.42' C2 16.71 ' 593.00' 1 °36'53" 8.36' C3 28.73' 616.00' 2°40'22" 14.37' C4 248.96' 616.00' 23°09'23" 126.20' C5 285.29' 623.00' 26'14'16" 145.19' APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: 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 MART( 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 W IESS/O�l D A I( RF9 F� NO. 80614 `n * EXP. 03-31-23 fj CIVIC. \Q. 9 OF CALF AS -BUILT PLANS DATE 10-24-22 SIGNATURE 0 40 1 20 80 160 SCALE: 1" = 40' NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36825 I.P. NO 170020 SHEET NO. COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT 4 SCHEDULE "A " TEMESCAL HILLS DRIVE SHADELAND DR. OF 12 SHEETS STA. 74+00.00 TO 79+50 STA. 9+83.15 TO 0+56. D2 FOR: FORESTAR W.O. COUNTY 964-XX TOSCANA DEVELOPMENT CO. 8736 FILE NO. U.\Projects`FOREMOST COMMUNITIES\8736\Engineering Phase 2\Trcct .3682.5`Sewer and Woter\SFWER AND WTR PHOEBE&THD\THD SWR 04.dwg ti eo t 0 c� z [n o_ z V Vn t` W V1 z Q: M o W L CIL W z Q U W w w U � w L z U CL a z o fl cn Q � w Zi U wCL � CL 1290 1280 1270 1260 1300 1290 1280 1270 1260 ■■■N-7 !!' aWof9Isw 1'!911I ROR -r ■■■MEMEMElVrilr ■■ ` ■■7■11■ ■■0 1 .2 K - 13 ■ - N-, . 1 , _ _ _ � SEEMS -1 -� ■ ■■■Illl�ll■■� ■■■■■11■■■ � �� ■■■I111r�■�■�E�■IIE■■ I .. ■■ , r, r . � ri■I�� IEEE I■■ IEEE 0 0 M 11111 oil MEN .r ■ •r ' I 7 0. r •rr " 7 9+50 10+00 STA. 10+13.18 12" RWTR X-ING S' 1274.33 BOT RWTR 1269.77 TOP SWR STA.9+90.25 60" SD X-ING 8" WTR 1274.42 TOP SO 1275.55 BOT WTR STA.9+98.52 60" SD X-ING 8" WTR 1273.46 TOP SD 1275.64 SOT WTR wvdmftbelow. Call behnne you ft STA.10+59.54 STA.10+05.52 8" SWR X-ING 8" 1267.81 TOP SWR 1275.71 BOT WTR SUNDROP DR. 11 +00 1274.49 TOP RWT 1275.78 BOT WTR 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. NOTE. 3 2021 JS 1 AS -BUILT WORK CONTAINED WITHIN THESE PLANS SHALL NOT DATE BY MARK COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER 12+00 12+50 1300 1290 1280 1270 1250 1250 NOTE: THE PURPOSE OF THIS DETAIL IS TO SPECIFY A MODIFIED TROUGH HEIGHT. ALL OTHER ASPECTS REGARDING MANHOLE SPECS. ARE TO BE CONSTRUCTED PER TVWD'S STANDARD DWG NO. S-12 PLAN SECTION A -A bIQDIF10 _HANHGLE TROUGH HEIGHT DETAIL ■E■1"iON ■■1I MIMEiQ ■■■■■■■■ l■MBA■■■■■■■■■■ ► r z,�i2■�■■■11 ___ ■� "It ■■■ ■■■■ . ■■■■11 ■■■ _ ■tS1■7©■■■■■ "Fill A■■MM� � ■■■�■I�■�■��■�1■■■■y►■ �llI10 WAS 20 ■MEIN■I■■�� ±■,� i ■�■■.■■�1��■ . - . it ��■ ■■■�1■l�■I�ll�■��■■IIIi■ ■■■1■■■■ /A■■�� 1111111111101111111111 11■■r ■��■■� ■ �� ■■■■■■11`. ■■■■1'111■I111■11■■■ ��■�ii��!��■■■►//■MEIN■ ■■■■ 111EIlll■11■■■■■■I■■fi1r�11■■�1■■r.■■■■1N■ NONE !II1�I 1�I�f.1 1■111■■ 1l_ 1l■■■■■■■■■■■■I� ■■_■■1111 1■■1111111■■M lll�1■I■t■■■■■■ ■ ■ ■ I1E�■ moss■I INIM0=11111111111 1■■■��SEEM■ 112 ►■■■M■■110 ■■EN �•�■■ ■■■■11■ MEMOspa!', "�"'!�_��.��►w�11►!■ ■■■MIME "M MEN! 10+00 1 +00 18.95' LF OF 8" DLk C-900, CLASS 235 PVC STA.11 2 +46.16 MH 125 STA. 11 + 76.86 36" SD X-ING 8" SEE TR. 36643 261.74 BOT SD IMP PLANS 1258.87 TOP SWR IP. 140083 s P/L (TYR) r 4 L15 STA. 11+27.21 I - S. i STA. 11 +02.23 36" SD X-ING $" SWR: LOT 16 1254.70 TOP SD 1255.64 BOT SWR ` m 8 STA.10+23.00 16" WTR X-ING 8" SWR 1266.56 BOT WTR 7255.74 TOP SWR STA.10+ 15.25 36" SD X-ING 8" SWR 1262.02 BOT SD 1255.71 TOP SWR STA.10+00.00 3 MH 13 STA.10+07.00 36" SD X-ING 8" SWR 1257.25 BOT SD 1255.67 TOP SWR I1 I P L I � � W(TYF k L ic)A SEA 5� LOT 9 STA.10+32.44 LOT 9 do LOT 16 SEAL -ENGINEER DESIGN BY. RAW PRD30D aY.• RA%TG DRAWN BY: Q�Of ESSIi RA H N C Iry E E R S CHECKED BY. RDR i z Cmd Engineering • Swvay►ing • Plaming SCALE: N0. 7573f18* 6879 Airport Drive, R' erside, CA 92504 * EXP. 6-30-Tel:[951 } 688-0 1 • x 5 fi88-a599 AS NOTED UNDER THE DATE: �+, clv+� os/a2/ra DESCRIPPON APPR. DATE "l,�jy ' ��' SWEn�17S�DN AIi 1 a .75M1 Dote. - JOB NUMBER. R E V I S 1 0 N S COUNTY 8736 12+00 8" CORRUGATED PVC, A-2000 BY CONTECH ' TEMP. DEAD END Z u TLOT LINE W rn Ch I I rn N fr a 12+70 1320 1310 1300 1290 1330 1320 1310 1300 1290 ML I 'ME..'; ■■E • ` . ! m1!■1 l SEEMS _ �a�■M■■■■_ . C-1 A III a •. � MIEN a • s r // : r cs r r. rr 11 ris .!• ■E■■■■■■■ if �iiif iii■■■■■■■ M■■M■MMMMM■ � . M �� - :■�■■■■■■■ •� .. • ME 1�■■■■■■■ _ .. dMEN-MOM■■■ 111110I ■■0EM■■■■n r..rr��r�lr�■N■■■. 11■M■■■il■ m M■■ 11FENSIM■EIS Iff IN,��. 11M ME I■■I I■■6GI�I 1 m � Mmo-1■■MEMO 1►r .il■■■■■■■ ■1 ■■■■■ 9+50 10+00 STA.10+ 15.57 0 24" SD X-ING 8" WTR 1298.60 TOP SD 1301.64 BOT WTR ��r�rrrsr�rlr: 6" RWTR X-ING 8" WTR TRAILWOOD CT. 1300.52 TOP RWTR TW 1301.59 BOT WTR SEE SHEET 6 ■3/ _iSTA.9+87.00 _ ! SEWER CONSTRUCTION NOTES CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-1 IZ CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 & S-14 (D CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S---12 & S-14 INSTALL 4" SEWER LATERAL PER TVWD STD. NO. S-4 INSTALL TEMP. 8" END CAP 08 NSTALL 8" DIA. PVC, CLASS 235, C-900 SWR PER TVWD STG. DWG. W-17 DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES ,1 INSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STG. DWG. W-17 INSTALL B" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) INSTALL 16" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) INSTALL 8" FLG'D DUCTILE IRON CROSS INSTALL 16 X16 x8" FLG'D DUCTILE IRON TEE INSTALL 8X8X8" FLG'D DUCTILE IRON TEE INSTALL 8" DUCTILE IRON END CAP 11 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4 n12 INSTALL RETRO-REFLECTIVE FN MARKE R DETAIL SHEET 2 1" 1» INSTALL COPPER SERVICE LATERAL AND METER�PERVWD STD. 13 OS -7 -9 14 INSTALL 2" AIR VAC PER TVWD STD. W-6 aRESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO5 W-r9 & W-22 11 +00 11 +50 P/L PER TRACT 36825 STA. 10+46.66 11 7 FHSTA.10+56.1 24" SD X-ING 8" 1301.09 TOP SD 1302.10 BOT WTR STA.10+ 75.661_ STA.9+94.00 24" SD X-ING 8" WTR _ to O Z 1299.69 TOP SD f - 1301.14 BOT WTR 10 STA.10+06.00 ' L$ F 8" SWR X-ING 8" WTR t o S *` Z 1293.86 TOP SWR I I .O N 1301.46 BOT WTR ! U hq 3 STA.10+06.00 MH . 10, 10' STA.10+ 17.00 13 6" RWTR X-ING 8" SWR 1300.84 BOT RWTR MORGR ST7 1295.15 TOP SWR C&G SEE SHEET 6 4 TYP) P/L PER TRACT 36825 TRAILWOOD CT. 1 STA.10+48.20 18" SD X-ING 8" 1298.89 BOT SO 1297.02 TOP SWR 0 SPROUT DR. SKYLAND WA TEMESCAL VALLEY WATER DISTRICT BE CH MARK: NGS 71 A 7 PIDDX5558 >kSCAL V 'aL APPROVED FOR CONSTRUCTION: 170 CORNER OF COLDWATER 97 FEET WEST OF THE WEST (E� �� WASH BRIDGE, EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA GENDFAL MANAGER DATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED- --BM-71-A-77---. gTER DIS1��C . ELEV.; 1058.40 (NAVD88) Ok $zoo SCALE: EN EERINk J R.C.E DATE H: AS NOTED V. AS NOTED RECLAIMED WATER CONSTRUCTION NOTES INSTALL 6" DIA PURPLE PVC. CLASS 235, C-900 NON -POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 3 INSTALL 6" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) INSTALL 6" X 90' DUCTILE IRON ELBOW 1 ] RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 14 INSTALL 12"X12"X5" FLG'D DUCTILE IRON TEE APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: LINE TABLE LINE DISTANCE BEARING L 1 101.50' N34'4735"W L2 87.97' N43'03 28"W L3 75.81' N34'47'35'"W L4 41.07' N43'03'28"W L5 33.28' N90'00'00"W L7 88.66' NO'56'06"E L8 67,66' N0'56'06"E L9 70.71' S34'47'35 E- L 11 38.49' S43'0328 "E L 12 32.44' N21'30'36"W L 13 94.77' S 78'26'04 "W L 14 18.95' N53'38'54 "W L15 107.65' N5'43'35"W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN CI 44.86' 311.00' 8' 15'53" 22.47' C3 42.41 ' 294.00' 8' 15'53" 21.24' C4 41.69' 289.00' 8' 1553" 20.88' WVESS/pal D A IC W � � N0. 80614 `n * EXP. 03-31-23 CIVIL s19� OF CAL�F�\� AS -BUILT PLANS DATE 10-24-22 SIGNATURE , 0 40 120 20 80 16❑ SCALE: 1" = 40' NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS, TRACT NO. 36825 I.P. NO 170020 SHEET NO. COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT 5 SCHEDULE "A " SUNDROP DR LOT 9 & 16 SKYLAND WAY STA. 9+82.49 TO 12+ 15.24 SM. 10+00 00 TO 12+53 81 STA. 9+94.00 TO 10+75.66 OF 12 SHEETS FOR: FORESTAR W.D. COUNTY 964-XX TOSCANA DEVELOPMENT CO. 8736 FILE NO. U: `Projects 1 FOREMOST COMMUNITIES\8736 j Engineering Phase 2 j Tract 36825 \Sewer and Water\ SEWER AND WTR PHOEBE&THD \ THQ SWR 05. dwg 1310 wZ1161 r +J 1310 1300 1290 1280 1270 ■■■■■■■■■■■■■■■■ ■■■ ■■■■■■■■■■■■■■■�!!m■n ,f��■ �; „ ■■■ ■■■■■■w■■■■■■■ ■■■■■■■■■y�� ; ■■■■■■■■■■■■■■■ ■■■ ■■■■EM■■M■M■■■■ir"iiiimif� ■■■■■■■■■■ iililiiiiii ■■■■ ME■■■■m■■�■. M■■ _ .■■■■■■■■■■■■■n , . , ■■■■■■ ■m■mmi ' ''M , _ ■ r ■■■■■■■■■■■■■■ ME NONE "■■ r ,wEm■■■■ ■OMEN ■■■■■■■ MOON Nair M ■MMMMMMM■ of ■■■ NOON 0 SOMME■■ N■M■M■ No , ■■Ell •• �•: •• . 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MEN■ W P 01, 3 i 11 0; 0 0, a r '7� ■ ■ 1� . ■■ 11111 on Z rrr I ,, . 1191I1 on MIf1■tE ' A Mal I :-y�l' • #' Ji■� `':: ' �� ■■`� 1 �� • - + Mail NONE ` ■SEEN ��I NONE NOON■ . , ' ' ■ ■■■E1NM'''V ' �,� = I■■I■SEE■ •, ;;.. - I■ = ■■� �M ■■E■ON ■■■ iii Sl MEN em - : . ,' ■■ ■■■ ■■ ■■�' •; _' • - 1 ■ �. ■III - ■■■■■I■■ ■m ■ EEMM■■ ■■ • , .. • . ,, ■ ■IIIM■■■■■E■N■E Mm ■ - WE, I�■ I■■wf1ifii11 M■I■■ mfi ■M■■1 !:. I■ �m ■i rw/h1■�0■1 LF .., + ONION ■■■■■ ■■■■■■E■■■■■111111■�� . ■■! ■NOO■N■■ MEN ■■■■I■■ . „ . �,_1�■E : •. /. .•!! EWE •!d ■. .■ _ ■■1 •f 01A. ..■ ■E■E■E■ _. ! DIA. SDR- on DM. LM■MEMO PVC MEMO EOM■■■ ■■ ■■■ ■■E■■■■■��■■■n� Q 9+50 q 0 �= % tomsiti SEE SHEET 5 SUNDROP DR 7 11 +00 STA.9+89.92 3 ' 16 STA.10+ 10.08 5 11 ISTA.10+O5 ,50 2 Q V cr) L12 i^ 0 a 00 d U toL1s M a] Lou L 1 L7 C31 w � U I w � w � U flCl- � O � Q 0 � U w � � Q Know what's below. Call before you dig. PER TRACTIMP. 36826-4 12+00 STA.10+68.43 2 MH P/L PER TRACT 36825 I_n LOT LINE PER TRACT 36825 14 PE=1310.5 �. g C7 ...:..-......_. - - -: --- _ - - _ _ - ❑w�,�°el r2 gab � . (TYP) 13 xyj'� LOT LINE PER 1ry� TRACT 36825 PE=121297.0 P/L PER 0 CS TRACT 36825 (TYP 4 STA.10+68.43 0 RC ? 1 12 STA.10+47.10 FH STA. 9+61.36 ANG. PT, 4' STA.10+52.51 TRAILWOOD CT 24" SD X-ING 8" R STA.9+53.07 1280.95 TOP SD TOM I 9 15 76 7282.98 ROT WTR 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. NOTE 3 2021 JS WORK CONTAINED WITHIN THESE PLANS SHALL NOT 1 AS -BUILT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK ANDIOR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER 13+00 14+00 15+00 16+00 STA. 12+83.68 44 STA.12+ 72.59 1 Q 24" SD X-ING 8" SWR STA.14+42.66 PE=1350. 7 EC 1296.49 BOT SO 24" SD X-ING 8" SWR 1293.52 TOP SWR 1311.20 ROT SD(D ' STA.12+86.94 1308.55 TOP SW SPROUT DR. 24" SD X-ING 6" RWTR STA.14+44.58 LOT LINE PER 1298.51 TOP SD " 24" SO X-ING 6 RWTR SEE SHEET 5 1299.87 ROT RWTR 15 1313.57 TOP SD TRACT 36825 SKYLMI STA.13+06.30 PE=1309.1 1315.05 ROT RWTR - - 8" SWR X-ING 6"RWTR STA.14+63.07 1 1295.16 TOP SWR MH 3 1300.84 ROT RWTR _, 1 17+00 18+00 SEE LEFT STA. 16+00.00 it sn � 52 PE=1339.8 J 18+50 44 PE=1350.7 ST .16+80.80 FH 11 43 PE=1351.7 LOT LINE TRACT 36825 P/L PER TRACT 36825 0 CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. 3-1 (D CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S- 12 & S- 14 �3 CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S-12 & S-14 INSTALL 4" SEWER LATERAL PER TVWD STD. NO. S--4 (D INSTALL BACKFLOW VALVE ASSEMBLY PER TVWD STD. S-29 DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES 0 INSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STG. DWG. �f W-17 /1 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) 5 INSTALL 8" FLG'D DUCTILE IRON CROSS �7 INSTALL 8'XB"X8" FLG'D DUCTILE IRON TEE INSTALL 8" 90' DUCTILE IRON ELBOW INSTALL 8" DUCTILE IRON END CAP 11 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4 12 INSTALL E RETRO--REFLECTIVE FH MARKE ER DETAIL SHEET 2 C:NSTALL 0'S W-7 14 INSTALL 2" AIR VAC PER TVWD STD. W-6 15 INSTALL 4" BLOW OFF PER TVWD STD. W-2 16 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWO STD. NO'S W-19 & W-22 RECLAIMED WATER CONSTRUCTION NOTES INSTALL 6" DIA PURPLE PVC. CLASS 235, C-900 NON -POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 INSTALL 6" X 90' DUCTILE IRON ELBOW �6 INSTALL 6" DUCTILE IRON END CAP INSTALL 2-112 COPPER SERVICE LATERAL AND 2' METER PER TVWD STD. NOS W-8 & W-9 ElINSTALL 2" AIR VAC PER TVWD STD. W-6 11 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 STA.17+79.63 24' SD X-ING 8 SWR 1340.87 TOP SO 1342.40 ROT SWR STA.18+ 11.77 RW RW Rw 7 u' s sL 14 s 5 15 5 s 14 � D OVy{7599} C7 LS + � 17 C618 •_ -D -509 - - - - - C1w 508j - L9 - [� L1509) DW{1509- 46 PE=1305.6 47 (D PE=1311, (D 4 TYP) STA. 12+89.30.1 - - -- ---------- --- ----- - L15Rw 53 STA. 13+06.30 PE=1344.2 y MH 3 1 P/L PER 13 TYP) 1 L< F► TRACT 36825 I (TYP 4 8 STA.17+63.15 48 49 50 1 �6 PE- 1323.4 PE=1330.2 7 \ STA.12+8 .30 \ 8" WTR X-ING 6" RWTR 1301.59 ROT WTR 1300.52 TOP RWTR STA.12+89.30 8" WTR X-ING 8" SWR 1301.46 ROT WTR 1293.87 TOP SWR SEAL -ENGINEER Q�ESS1l 1A1 4 = a 0. 75731 Nz E 675731 8 yt Ir/. CIVIL borr C PLOS PREPARED BY. �PP am � � � L E N ■ N E E 1q S a1" Engineering ' Sw-myk A ' fVan 'ng 6879 Airport Drive, Riverside, CA 92504 Tel:(951) 68 - (951) 688-0599 UNDER THE . SUPER05M � -'g Mitchell J. Adkison, RCS. 75731 Date: DESIGN BY.. RA/TG DRAWN eY�• CHECKED 8Y. • RDR SCALE • AS NOTED DATE: 06/04/18 DESCRIPTION APPR. DATE R E V I S 1 0 N S COUNTY NUMBER: FOB8736 1 51 STA. 17+89.36 PE=1334.5 SIDEWALK STA. 7 7+66.15 MH 2 8 STA.16+24.59 DRAIN 8 STA. ] 7+7 ] .98 6 9 11 APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C2 206.25' 306.00' 38*37'06 0 107.21 ' C3 12.70' 294.00' 2'2827" 6.35' C4 183.87' 287.D0' 36'42'23" 95.21' C5 11.45' 281.48' 2' 19'52" 5.73' C6 38.78' 311.00' 7`08'43" 19.42' C7 211.65' 311.00' 38'59'34" 110.11' ESS/po- D A IL NO. 80614 N * EXP. 03-31-23 sj CIVIL 9� OF CALF AS -BUILT PLANS DATE 10-24-22 ��t� 16 54 STA 16+47 02 5 f 1 SIGNATURE , I 3 PE= 1348.5 5TA.16+45.D2 STA.16+33.2D 0 40 1 2❑ 6" RWTR X-ING 8" SWR 8" SWR X--ING 8" WTR 1333.77 TOP SWR TRAILWOOD CT. 1331.41 TOP SWR 1335.44 ROT RW1R 20 g0 160 1335.45 ROT WTR STA.16+36.18 6" WTR X-ING 8" WTR SCALE: 1» = 40' STA. 16+42.15 1334.43 TOP RWTR EVESONG ❑R. NOTE. FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). 2 MH 1335.80 ROT WTR PIPE SLOPES ARE RASED ON TRUE PIPE LENGTHS. TEMESCAL VALLEY WATER DISTRICT BENCH MARK: NGS 71 A 77 (PIDDX5558 TRACT NO. 36825 11. P. NO 170020 SHEET NO. �170 FEET SOUTH OF THE SOUTHWEST CORNER OF � �SCAE V APPROVED FOR CONSTRUCTION: COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST � 1 EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE WER AND WA TER 1MPRO EMENT 6 RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORNIA 1 SCHEDULE "A " = GENERA A R OD"ATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE gR '�Ir AND CONCRETE STAMPED---BM-71-A-77---. TnTI ARA1 ■ILV�n r 4TER D15�L TA. 9+90. ] D TO $+ 1 .77 OF 12 SHEETS r ELEV.: 1 �58.40 (NA VD88� --T ENGIIVEERI R.C.E DATE SCALE: H. A5 NOTED V. A5 NOTED FOR= FORESTAR W.Q. COUNTY 964-XX TOSCANA DEVELOPMENT CO. 8736 FILE NO. LINE TABLE LINE DISTANCE BEARING 11 58.93' N51'56'32"E L2 31.71 ' N89'O3'54 "W L3 152. 71' N89'O3'54 "W L4 185.48' N89'03'54 "W L5 141.56' NO'56'06 E L6 28.67' N55'56'32"E L7 78.33' N51'56'32"E L8 16.71 ' N89'0354 "W L9 347,25' N89'03'54'W L 1 O 69.00' NO'56'06 E L 11 93.56' NO'56'06 E L 12 58.35' N51'56'32"E L 14 385.96' S89'03'54 E L 15 136.17' NO'56'06"E L 16 8.42' S51'56'32'W 0: `Projects \ FOREMOST COMMUNITIES \ 8736 \Engineering Phase 2 j Tract 36825 \Sewer and Water`SEWER AND WTR PHOEBE&THD \ THD_SWR 06. d wg 1360 1350 Fxflrf� 1330 1370 1360 1350 1340 133❑ Ql) �n Q o PR: TOP OF PAVEMENT` - - TI - - - - - ABOVE - CL tQE `° "' _ .� a a z xo x �,�' `° ABOVE CL DP PIPE PR: PIPE - _ - TOP of 6" WTR pAi�EMENT P. AEdVE F ,n - - + 4 `° h " cn- 6 �? o �' � ram'] � .._ (V oo L6 � � - CL OF PIPE 1 ! — — - + rr II 'Nnv. -+- rn z r - is7 rV _ _ 000-�i . 'Teo 'vow- 16` Pl - 10 I -- 0000 51�10 -13fi0- % 13 ❑ 000 _. —000- T_ j l D 1 6,- PIPE Ak rnp GROUND 162�5'- 3:4�' ON CURE 1fi" DIA. ---3 . 3' -LF OF " 1VTR.I C-90G, C S 23 C R. C-900, CLASS 2 PVC WTR. -900, CLASS PVC ECLAI-MED WATERLINE- - - PR- TOP OF -PAVE M. TOP OF PAVEMENT - ABOVE CL OF' PIPE OF PA - ABOVE C OF PIPE t PPE -TOP---flF- PR- TAP DF PR. 3 12" (1484PI-4-- Lo _ . RWTR P1 RWTR PIPE _ `v z 14 Ti? P19. �.11370 Int m I} CN 16 Q a — --- . 6 f r —1 - �� OF F 1 - 1 Pl �- % —fn - :N N. 4 1 p r L CO l .a q Ir v, a , LF Of-14 - 6. SS _ . ! 87.79 LF OF 1� " DIA: _ 155.-8+'-ONBUR " - f}IA. PROFILE SCALE � PVC WT> C R.WTR C-00, ;CLASS 235 PVC RWTR. C-900, CLASS 235 C_9OO, CLIASS 23 PVC RWTR. HORIZ. 1" = 40' i VERT: 1" = 8' z 79+50 80+00 21 U7 Q I= '1 6 V v) W z C) LLJ � I JaW{1509) !7 m U to w 80 W W L9 Cn (n LAJ La! co LLJ ~ w � Q a J 1 Q 0 o TEMESCAL HILLS DRIVE INTERIM ACCESS ROAD 0 40 120 20 80 160 SCALE: 1" = 40' In what's below. Call before you dig. 81+00 82+00 FUTURE HYDRO PNEUMATIC PUMP STATION FUTURE 24" SD PIPE FUTURE PHASE 3 FUTURE STA.81-L 12.35 SEWER PHASE 3 BC CURB L3 OW(t aw(rsns) C6 81 °wll5osj` TEMESCAL HILLS DRI V L10 - - - -F24.52 4 1 r 14 FUTURE PHASE 3 CURB 2 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. NOTE, 312021 JS 1 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE 8Y MARK AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER —BUILT DESCRIPTION R E V I S I O N S 83+Oo EC 84+00 85+00 P/L PER PLPER TRACT 36825 TRACT 36$25 FUTURE WTR(1630_PZ) o ltsa9� 83rn n aw{15tl9} _ f `y a w(�S0,9 I 42 I 85 0 + E;"I c° N yZ -4• FUTURE RINTR-- Cd INTERIM ROAD P/L PER 2 TRACT 36825 0 20 SEAL -ENGINEER DESIGN BY: P[AgS PREPARED BY- RA/TG �Essl DRAWN BY: 'd f RA aAr 4 �, ► N E E 14 CHECKED BY.- E N „ G RDR as C10 EngianeerkV • Surveying • Plannn'+g SCALE.• NO. 75731 6879 Airport Drive, Riverside, CA 92504 * EXP. 6-30-18 * Tel:(951) 688-0241 • ❑ 9 T } B88-0599 AS NOTED UNDER >NF DATE CIV14 APPR. DATE '�f �Q' SA°ERV><Sfw � 54 / 06101118 A�t Cr \F Mtch J. A ki , R.C.E. 75737 Date. JOB NUMBER: COUNTY 8736 86+00 87+00 88+00 89+00 89+50 FUTURE PHASE 3 FUTURE INTERIM UTILITIES PHASE 3 2 ROAD CURB 1$ 16 4 5TA.89+O5.29 - L8 } 86 TEMESCAL HILLS DRIVE . INTERIM ACCESS ROAD 40 120 ' 80 SCALE: 1" = 40' I 'r!+ 1 rf )'r aW(15tl9y DW[ 509] DW(1509) 87 88 TEMESCAL HILLS DRIVE P/L PER TRACT 36825 160 FUTURE PHASE 3 CURB 13 1111 4 STA-89t33.39 DW(7 DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES n INSTALL 16" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STD. DWG. V W-17 4 INSTALL 16" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) 6 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 ] 8 INSTALL 16" 90' DUCTILE IRON BEND RECLAIMED WATER CONSTRUCTION NOTES EINSTALL 6" DIA PURPLE PVC. CLASS 235, C---900 NON -POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 2 INSTALL 12" DIA. PURPLE PVC CLASS 235, C-900 NON -POTABLE WATER MAIN PER TVWD STD. DWG, NO. W----17 INSTALL 12" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) �6 INSTALL 6" DUCTILE IRON END CAP 1 ] RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 13 INSTALL 12" 90' DUCTILE IRON ELBOW 14 INSTALL 12 X12 X6" FLG'D DUCTILE IRON TEE 16 INSTALL 12" 11.25' DUCTILE IRON BEND LINE TABLE LINE DISTANCE BEARING L3 162.35' N22'33'27"W L4 178.66' N7'22'30'W L8 455.29' N 7°22'30 "W L9 74.5 1' N22'33'33 "W L 1 O 87.83' N22'3322 "W L11 178.65' N7'22'30'W L 12 482.08' N7'22'30 "W L 13 66.00' S67'26'33'W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C5 163.76' 618.00' 15'10'57" 82.36' C7 153.96' 581.00' 15' 10'57" 77.43' OFESS/pal DA IL ai NO. 80614 * EXP. 03-31-23 sj c►v1\� JTERIM SHADELAND DR. q OF CAI\F SEE SHEET 8 APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DateDATE 10-24-22� Date-. By: SIGNATURE TEMESCAL VALLEY WATER DISTRICT HEHCH MANIC: NG5 /1 A II (PIQL)x5L�d1 APPROVED FOR CONSTRUCTION: 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST F1� EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE. THE BENCH MARK 15 A CALIFORNIA GENERA A ER q DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE ` AND CONCRETE S7AMPED---BM-71-A-77---. f _ ELEV.: 1058.40 (NAVD88) ®�� ® SCALE: E INEEV R.C.E DATE H: AS NOTED V: AS NOTED NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36825 I.P. NO 170020 SHEET NO. COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT 7 SCHEDULE "A " TEMESCAL HILLS DRIVE INTERIM ROAD OF 12 SHEETS STA. 79+50.00 TO 89+50.00 FOR: FORESTAR W.O. COUNTY 964-XX TOSCANA DEVELOPMENT CO. 8736 U.• \ Projects FOREMOST COMMUNITIES\ 8736 \Engineering Phase 2 ` Tract 36825 \Sewer and Water\ SEWER AND WTR PHOEBE&THD \ THE SWR 07. d wg 1450 1440 1430 1420 1450 1440 1430 1420 1410 Q Z � � o Q Q + � g Q 1 Q 113 >~ w � � 0 w J m C W J � w I-- w � � _ � wZic w U � C) -1 Q � o a 4 Cn 0 0 v w CL CLCL Q Know whars below. Call blare you I I EK D i J -- 18 �nL: �Cj +� -d a 8.- - °p c., -- rn� CID PAFVEVW- F ' FR.-TOP -OF ABOVE -FL_ - r- a 1 " WTR4\ PIP4 0x . 24-3.-96'-L!< -900, CLASS O 235 4" DIA, PVC WT I REC LA . MED `i ; WATERLINE UNDO 3...- 1&:... 6 7NN tt- i I a er it 1 rn r� rn m m- CN `l `"� II d . II ti Ln zLocn�zr, z - o Pl EX. GR - r-1 - ��r.� fR OP IOF C PAVEMENT W DF PR. -12•' {1 RWTR FIFE ., t � 230.9 1' L -12" DIA: C-i 900, CLASS 235 PVC R PROFILE "SCALE HORII: 1 - 40 VERT: I" = 8' 9+50 10+00 +LIB/yr�V�•i✓L il�iiM w.�. SEE SHEET 7 11 +00 INTERIM SNADELAND DR. THE PRIVATE ENGINEER SIGNING THESE PLANS 1S RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURfNG CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 2021 JS 1 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER 12+00 12+6 DESCRIPTION R E V I S 1 0 N S 1460 1450 1440 1430 1460 1450 144a 1430 _.. 1 ND w� + LY OF PI . Kv i ? 19 Ca �C3 Oil [i7 } � i + �Z m [ - 1 .8' r 18 !! _ rn �i z N m k. TOP of PJ4.. f 6' WTR PIPE - - + cv CN - LO �- !! I — - - �. _1.52.ON--CU 15" DIA. C-9'00, ' C =1 120% ALCUR PVC WTR. _ _ - f 12.52'--Lf-Of-16" Dom- I 1S" -900, CLA DIA. SS_ 147: 8' LF -OF 16"-fl -- 1-85.78-'-Lf OF- 15'' -2 C--900, CLASS 235 PVC WT1 . PVC WTR. C-900, CLASS 235 PVC WrR. C-900, CLASS 235 ;PVC WTR. i ` -- RECLAIM WATERLINE — _ 4 ' 4 ! + d T 15_.. 7 ho. o 0 [� — TO -PA EM,`' PE- �'�� Q- ao in �. pia IT I I r ` z_ Z Z �._ �''. tom Cn =0.50% _ o� on "' T I ��v ON_ TdN_ a CC. ilk ND - - -- TOP OF - �1z" 1�484PZ RWTR PIPE I 5 r I - 2 ...1 U .. E _ f 12" to DIA. ' . C�-9O0, C1A5S 235 - - -- 50.81' 12'-96 ON CURVE._ DIA. 12„ PVC RWTR.- 12"' 12" f27.tl2 L C=90a; CLRS>-235 -147.66' LF OF-TS" - 1-- 1$1•-pO'-LE, aF- 46:'-DhG; PROFILE SCALE C-900, C S 3 VCR C R: - 00 C S 35 PV WT . C 90 , LA S 23 VCR R RORII: 1" = 90' r VERT: 1" = 8' 1 9+50 10+00 INTERIM HIGHVALE DR. SEE LEFT 11 +00 - L9 7 — � L6 . BC STA.10+ 14.03 11 13 STA.11+93.,' EC 12+00 INTERIM ROAD 13+00 0 FUTURE UTILITIES C3 L1n- TERIM HIGHVALE DR. SEAL -ENGINEER E1 � Q SAY 4 ems- `► 2 i N0. -30- it EXP. 6-30-18 * 'fj��y. ClV1>~ \Q` or r IANS PREPAW er H N G► Ar H E H S Civil E►'ageneerkig► • Surveyffigl • Planning 6879 Airport Drive, Riverside, CA 92504 Tel:(951) 688-0241 • ci 51) 688-0599 UNDER THE SUPERYI" sexf Mitchel J. kison, Mt.77,1731 Dote: DESIGN BY.• RA/TG DRAWN BY.Iffil RA CHECKED BY: RDR SCALE A5 NOTED DATE: 06/01/18 APPR. DATE COUNTY JOB NUMBER. 8736 FUTURE--' BC PHASE 3 CURB STA. EC I-FUTURE 24" SD LINE P/L PER TRACT 368251 14+0❑ INV. 1451.09 4 11 15 45' HOR7.8END If�b`- t--�- INV. 1449.22 15+00 L11 00 �N 14 C2 _� — pro. L8 P/L PER TRACT 36825 15-L24.50 11 F5 16+00 2 AND RECLAIMED TANK SITE TEMESCAL VALLEY WATER DISTRICT BENCH MARK: NGS 71 A_ 77 CPIQQDL,5S ESCAL APPROVED FOR CONSTRUCTION: 170 FEET SOUTH OF THE SOUTHWEST CORNER OF rjF C 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 r GENERAL MANAGER DATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE r - AND CONCRETE STAMPED --- BM- 71-A-77-- H'ATLR 1510 ELEV.: 1058.40 (NAVD88) SCALE: GIN NG R.C.E DATE H. AS NOTED V: AS NOTED DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES INSTALL 16" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STD. DWG. W-17 INSTALL 16" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) 70 INSTALL 16" DUCTILE IRON END CAP 14 INSTALL 2" AIR VAC PER TVWD STD. W-6 16 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO W-19 & W-22 18 INSTALL 16" 90' DUCTILE IRON ELBOW 79 INSTALL 16" 45' DUCTILE [RON BEND RECLAIMED WATER CONSTRUCTION NOTES ElINSTALL 12" DIA. PURPLE PVC CLASS 235, C-900 NON --POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 INSTALL 12 GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) �7 INSTALL 12" DUCTILE IRON END CAP 11 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 INSTALL 12" 90' DUCTILE [RdN ELBOW INSTALL 12" 45' DUCTILE IRON BEND INSTALL 12" 11.25' DUCTILE IRON BEND �DW YESS/D l CC oz W NO. 80614 `n * EXP. 03-31-23 LINE TABLE LINE DISTANCE BEARING L 1 243.98' N84'31 '37'E L3 235.94' N84'31'37 E L6 111.23' N5'21'25"W L7 147.48' N3'10'49"E L8 161.32' N1'06'58"W L9 155.08' N5'21 '25 "W L 1 O 14 7.48' N3' 10'49 E L11 165.99' N1'0658'W L 16 43.37' N46'06'58"W L 17 11.33' N88'53'02 "E L 18 19.80' N46'06'58 "W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 65.86' 379.65' 9'56'20" 33.01 ' C2 23.55' 314.00' 4' 17'47'° 11.78' C3 54.24' 364.00' 8'32'14" 27.17' C4 21.45' 286.00' 4`17'47" 10.73' sj clVI\. 9 11F CAL\F AS -BUILT PLANS APPROVED AS -BUILT DATE 10-24-22 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT SIGNATURES Date:9r5r2o23 gy 0 40 12❑ 2❑ 80 160 SCALE: I" - 4d NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36525 I.P. NO 170020 SHEET NO. COUNTY OF RIVERSIDE SEWER AND WATER IMPROVEMENT 8 SCHEDULE "A " INTERIM SHADELAND DR. INTERIM HIGHVALE DR. OF 2 SHEETSSTA. 9+83.52 TO 12+49.46 STA. 9+91.00 TO 15+29.18 FOR: FORESTAR W.O. COUNTY TOSCANA DEVELOPMENT CO. 8736 FILE NO. 964-XX U: \ Projects \ FOREMOST COMMUNITIES\ 8736 \Engineering Phase 2 \ Tract 36825 \Sewer and Water\ SEWER AND WTR PHOEBE&THD \ THE_SWR 08. d wg W Z U o o � o Q t•� C) z Q ` V7 Lr] W � C) W w � J Q_ w Q L W � F� W � U O � 4 j O o � Q q w Q a U I� Know what% below. Call he#ore you dig. ■�■■■■■IMP PER IMP ■■■■■■ ■ " ■■ MEN■■ ■ ■ ■■■■■■ ► ml■■■■ ■■ ■ �., . ■■■ �' ,i':l1111111 ■■■■■■■ ■■ ■ ■ . ■■ ■ ■ ■ . ■ ME �.7T1•■■■■ .�_ • it ■■I■■ ■■�■■ REMOVEEX..n ■■■ f12 SWR 1 ! ■■I■■ ■■IPROFILE .. . f ■ �I fl 1 1 SCALE ■ ■ 1• ! 9+00 10+00 6 STA.11 +. 05 f I I TEMP. EN CA I I EX. IIITI iMP. PER I I r I TR. �16P43 1 P PII r I I 1 r l l I I II II I I1 �� 1 9 1 f 1 'ICI IF 1,,, 9 101 L i s It Oil � I I II I I I I l Il 5 2 sT 111 +oo. o f II II l i II II i14� A.10+52.72 124'SD X-INC 8 SWR I1254.90 BOT SD \ \ 1 I 1253.82 TOP SWR TR. 36643136826-4 / { BND Y 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. NOTE. 3 2021 JS WORK CONTAINED WITHIN THESE PLANS SHALL NOT 1 AS -BUILT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER 11+00 11+50 41 PE=1276.0 40 (FUTURE TRACT) PE=1280.0 (FUTURE TRACT) +T7a FUTURE ! V�.,,.� PER TR3 -&26-4 � , � � { IMP. PLAG 5 \ %2 \ 45 1 PE=1281.6 44 (FUTURE TRACT) PE=1279.0 43 ( UTURE TRACT) 42 PE=1276.4 PE=1274.0 { UTURE TRACT) (FUTURE TRACT) A TRAILWOOD 'E"NLE CT. R. 36826-4(FUTURE) FUTUREIMN AND -SE R S IMP PER 1 ._36s26-4 EX. GROUND tI I � { . EXTEND PIPE CENTER OF FUEL REMOVE EX_ SWR CIO 2 1220 EX. SWR AND - o ST. IMP. PER TR 3SO4�J`7 Q 9+00 SWR._P! I'Wx - t6i 0 JOIN EXISTING --- 6 �� - TR. 36543 SWR 5 I� STA.-10+00.00 INV. 1207.11 57`0040 - ry�1 -1 8.1 ' t F OF 8 ° DIA. PROFI- C-900; CLASS 235 - OR)Z.-LE SCALE PVC. SWR NQRII: 1 " = 4Q' MOVE 13.5.5' VERT.- 1" = 8' EX. PVC PIPE l l I I � I ► �� i 122'1I 221' ` I I ` l �i I II I 1'4I�II I I i 9 I kX. ST IMP. PER 36643 IMP PLAN 1 II II � II I+ 11�I f tJ II �i� r/ SEAL -ENGINEER DESIGN BY: PIAAIS PREPARED BY:RAITG �[ZOFESS/�1i_ � DRAWN B m RA SAY ''4''aV'$( � HIV G ► IV E E 14 S CHECKED RDR z Civil Engineering • Surveying • Planning SCALE: NO. 75731 6879 Airport Drive, Riverside, CA 92504 * EXP. 6-30-18 * Tel:(951 ) 688-024 F (951 688-0599 A5 NOTED UNDER THE OATS. DESCRIPTION APPR. DATE � CIVIL �Q. SUP£RIOSION OF. hF Q 06/01/18 R E V i S I❑ N S COUNTY or CA0 Mi dell J. Adkison, R.C.E. 75731 Date: JOB NUMBER: 8736 10+00 58 PE=124 7.0 (FUTURE TRACT) STA. 11+28.15 \ TEMP. END CAP 11 +00 57 PE=124& 0 (FUTURE TRACT) 11+50 56 PE=1254.0 (FUTURE TRACT) FUTURE MP.' PER TRt36.8 L3 s 61 1 60 PE=1251.5 59 PE=1248.0 (FUTURE TRACT) 5TA.1❑ T0O.0O 2 5 PE=1247.0 (FUTURE TRACT) (FUTURE TRACT) OMNI A tof CT. R. 36826--4(FUTURE) TEMESCRL VALLEY WATER DISTRICT ��I LA:L��144 APPROVED FOR CONSTRUCTION: F� GENERAL MANACTR DATE A TAR I] 1510c EN NEE 1 R. C. E • DATE 55 =1257.0 URE TRACT) 10 �n_;0 c_- 62 PE=1256.0 (FUTURE TRACT) �i�'�►j��u1Ti�:f�l��►"i��ijL�11►]�f��ril 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 LINE TABLE LINE DISTANCE BEARING L 1 33.17' N8 7' 16'26' E• L2 36.70' N74'06'55'E L3 36.74' N76.44'00"E L4 6.54' N55`52'19"E SEWER CONSTRUCTION NOTES CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 45.93' 200.00' 13.0931 " 23. 07' C2 72, 82' 200.00' 20.51 '41 " 36. 82' 0 CONSTRUCT 8" PVC SDRT-35 SEWER PER 7VWD STO. NO. S-1 CONSTRUCT 4' DIAMETER MANHOLE PER TVWD STD. NO. S-12 & S-14 �5 REMOVE TEMP. END CAP AND JOIN TO EXISTING �6 INSTALL TEMP. 8" END CAP ' QVESS/p�,� cL�,P�p NO. 80614 H * EXP. 03-31-23 fJ CIVIC 9 OF CAI \F APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 10-24-22� Date: 9/5/2023 By: `E2Z7__ - SIGNATURE , 0 40 120 20 80 160 SCALE_ 3" = 40' NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TRACT NO. 36825 I.P. NO ] 7002d SHEET No. COUNTY OF RIVERSIDE ND WATER IMPRO V 9 S HEDULE "A " A TRAILWOOD 1 OMNI GREENE CT. ;¢ CT. OF 12 SHEETS A. 10+00.00 TO 11 + 3.05 STA. 1 a .00 To 1 8.11 O TOSCANA DEVELOPMENT CO. W ❑ 8736 FILE NO. 964-XX U.•\Projects`FOREMOST COMMUNITIES`8736\Engineering Phose 21 Tract 36825\Sewer and Woter\SEWER AND WTR PHOEBE& THD \ THD_ SWR 09.dwg SEWER CONSTRUCTION NOTES 1310 rKo1fj 1290 1280 1310 1300 1290 Fr1l;X 1270 o � t� o20+70 21 +00 22+00 0 z CAUTIONHI CONTRACTOR TO VERIFY LOCATION STA.22+59.71 1 Q AND ELEVATION OF EX. UTILITIES 8" WTR X-ING 8" SW PRIOR TO CONSTRUCTION.1291.38 SOT WTR V 12$2.31 TOP SWR 7 STA.21+10.73 17 LOT 2 STA.22+59.71 ; W z STA.22+28.71 M � 11 12 FH STA.22+64.57 U 4" BLOW OFF LLJ 1 STA.22+ 72.7 W ---- w :3 Q:z W 4a - Dw(1509) - -- L9 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+70 STA.29+27.70 7 3 STA.29+67.70 ANG PT., 5' 9 6 18" SD X-ING 8" 1530_ WTR AY 7 TA.29+03.70 1317.96 TOP SD SEE STA.26 42.86 7 18" SD X-ING 8" WTR70 16 NG PT., 5' 1319.96 BOT 163D WTR SyEE�1 3 16 1 J04.69 TOP SO]307.D9 BOT WTR 3 ARCH HILL DR. 18� SD+X' ING 8" 1509 WTR STA.27+29.39 P/L PER SEE SHEE f STA.29 F59.70 1318.07 TOP SD STA.30+51.55 A. 6+3 2 FH 1 ] 12 TRACT 36825 ANG' PT., 2' 1320.17 BOT 1509-WTR 12 STA.27+44.70 24 " STA.28+98.85 1 EC 2 MANUAL AIR VAC . STA.29+93.48 STA.30+51.55 - - - - -- a L2 ] N ry °� �, _ _ _ - �o L 1 a Duvl�5o5) - -- =� 11 - L 1 - - - - - - - - - LO • Q `q - - -- - V�yDw{1630) Dw(75N) Rw S� 27 28 2g .6 sG3 r. - �- r - 8 - M W �- wQ - 24 3 LA$o� _.. -_ r Rw S N S L2 S S- L1- .Z i 23 STA.25+38.74 1 s ] 6 ANG. PT. 22 STA.24+02.28 22 STA.24+49.50 P/L PER RNG. PT. ANG. PT. TRACT 36825 STA.23+ 76.40 ►r �p BC - - - -- GN� y�7�oo TA.23+66.40 --------- --------- �i, �� V p Q W la! S S S S � 1 Lu M L4 N w `-' Q v o - ��r r - - R -- - Rw - - _ - - _- CL ~ STA.22+7 .71 STA.22+57. ] 1 C) 8" SWR X-ING 6" RWTR 24" SO X-ING 8" SWR T 1282.72 TOP SWR 1286.19 BAT SO ENTRANCE 1290.35 SOT RWTR C� 1282.27 TOP SWR SEE SHEET 1 f STA.22+62.40 STA.21 + 10.73 3 12 5TA.22+59.71 24" SD X-ING 6" RWTR 8" WTR X-ING 6" RWTR 1288.73 TOP 5D q W W 1291.31 BOT WTR LOT 6 1289.90 SOT RWTR 5TA.24+02.32 Q 1290.31 TOP RWTR 0 40 120 11 18 ANG. PT. v Q PHOEBE DRIVE 80 160 20 Q SCALE: 1" = 40' 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. NOTE 31202 JS 1 AS-B UILT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK AND/OR A GRADING PERMIT HAS BEEN ISSUED. FNGINFFR DESCRIPTION R E V I S 1 0 N S 5TA.26+37.85 LOT 2 2 4 MANUAL AIR VAC 24 VRE W STA.27+08.63 ( CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. Nd. S-1 CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S- 12 & S-14 (3 CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S- 12 & S-14 REMOVE TEMP. END CAP AND JOIN TO EXISTING DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES n INSTALL 8" DIA. PVC, CLASS 235, C--900 WATER MAIN PER TVWD STD. DWG. V W-17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 3 FOR TEES AND 4 FOR CROSSES) 0 INSTALL 8" FLG'D DUCTILE IRON CROSS 0 INSTALL 8 X8 X8" FLG'D DUCTILE IRON TEE V INSTALL 8" DUCTILE [RON END CAP 11 CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVWD STD. DWG. NO. W-4 QINSTALL BLUE RETRO-REFLECTIVE FH MARKER PER DETAIL SHEET 2 ] 4 INSTALL 2" AIR VAC PER TVWD STD. W-5 15 INSTALL 4" BLOW OFF PER TVWD STD. W-2 16 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 17 REMOVE TEMP. END CAP AND JOIN TO EXISTING 22 INSTALL 8" 22.5' DUCTILE IRON BEND 23 INSTALL 8" 11.25' DUCTILE IRON BEND 24 INSTALL 2" MANUAL AIR VAC PER WATER STD. WA-01; SEE SHEET 12 DOMESTIC WATER (ZONE 1630) CONSTRUCTION NOTES OINSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STG. DWC. W-17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 2 3 FOR TEES AND 4 FOR CROSSES) 5 INSTALL 8" 90` DUCTILE IRON ELBOW RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 C 5 , INSTALL 2" AIR VAC PER TVWD STD. W-6 INSTALL 8" DUCTILE IRON END CAP .RECLAIMED WATER CONSTRUCTION NOTES INSTALL 6" DIA PURPLE PVC. CLASS 235, C-900 NON -POTABLE WATER MAIN PER TVWD STD. DWG. NO. W-17 INSTALL 6" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 3 FOR TEES AND 4 FOR CROSSES) F6 INSTALL 6" DUCTILE IRON END CAP ElREMOVE TEMP. END CAP AND JOIN TO EXISTING EilINSTALL 2-112" COPPER SERVICE LATERAL AND 2" METER PER TVWD STD. NOS W-8 & W-9 INSTALL 2" AIR VAC PER TVWD STD. W-6 El RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 INSTALL 2-1/2" COPPER SERVICE LATERAL AND 2" METER PER TVWD STD. 12 NQ 5 W-8 & W-9 18 INSTALL 6" 11.25' DUCTILE IRON BEND 19 INSTALL 6" 22.5' DUCTILE IRON BEND R�------------- - - RW - - -- -- - - - - - - - - - �2- _�- TRACT -- --- - - - - _ too BOUNDARY - - - 1 - - L TA.25+42.28 TA.29+22.70 STA.30+51.55 � � ] ANG. PT ] 1 18 TRACT BOUNDARY ANG PT6 �70 M 2 1 MH 3 �--- - ] STA.2s+60.03 � 5TA.3d+ 14.95 �._ P/L PER FUr NAME, TBD P 8" SWR X . ING 6" RWTR STA.28+89.62 STA.29+22.70 6 9 1 ] ANC. +60.71 11 19 TRACT 36825 STA.26+36.10 UR� PHAS ER 7298+80 TOP SWR 24 SD X-ING 8" SWR ST. NAME 8" SWR X--ING 6" RWTR 2 AIR VAC ANG. PT. 24" SO X-ING 8" SWR SEE SHEET E 1303.40 BOT RWTR 1311.19 ROT SD 1312.16 TOP SWR STA.24+51.80 3 1298.45 BOT SD if 1310.30 TOP SWR TU PER 1315.93 BOT RWTR STA.30+ .1.00 8 MH 1297.46 TOP SWR STA.26+43.33 STA.28+97.23 rr C PHASE STA.29+07.70 STA.29+64.11 EE SHEET f1 " APPR. I DATE COUNTY STA.24+37.1611 18" WTR X-ING 8" SWR 24" SO X-ING 6" RWTR 8" 1530 WTR X-ING 8" SWR 18 SD X-11VG 8 SWR ANG. PT. 8 5TA.26+42.94 1303.92 80T WTR 1313.74 TOP 5D 1317.06 BOT 1630--WTR 1316.61 BOT SO 24" SD X-ING 6" RWTR 26+43.52 1297-91 TOP SWR 1314.91 BOT RWTR 1311.20 TOP SWR 1314.39 TOP SWR STA. 130 1. 31 TOP SD 8� ]630 WTR X-rNG 6" RWTR STA.29+03.70 TA.29+07.70 STA.29+03.70 STA.29+65.45 8" WTR X-ING 6" RWTR 8" 1509 WTR X-ING 6" RWTR 8" 1509 WTR X---ING 8" SWR 18" SD X-ING 6" RWTR 1302.32 BAT RWTR LINE TABLE LINE DISTANCE BEARING L 1 55.30' N22'4 7'35 "W L2 118.99' N22'4735"W L3 96.08' N25' 1 d'44 "W L4 292.39' N1924'41 E L5 253.67' N19'24'41E L6 5.21' N 19'24'41 E L7 175.99 N22'47'35"W L8 124.86' N22'47'35"W L9 290.80' N 19'2441 E L 10 118.99' N22'4735 "W L 11 40.00' N22'4 7'37"W LINE TABLE LINE DISTANCE BEARING L12 24.08' N18'01'45'W L13 123.86' N22'47'35'W L16 38.06' N3]'50'19"E L17 25.06' N17*3927"E L 18 86.43' N4'50'33 "W L20 48.19' N7'06'35"W L21 86.55 N16'S2'S7 E L22 19.12' N31'50 9 E L23 79.39' N4'50'33"W L24 143.86' N22'4735'W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 60.73' 280.00' 12'25'38" 30.49' C2 107.97' 506.00' 12' 13'32 54.19' C3 83.59' 506.00' 9'27'53" 41.89' C4 99.63' 485.00' 11'46'13" 49.99' C5 100.15' 485.00' 11'49'54" 50.26' C6 208.50' 515.00' 23' 11 '46" 105- 70' C 7 21.95' 300.00' 4' 11 '33" 10.98' 1303.95 BOT WTR 13 17. 10 BOT 1509 WTR 1317.10 BOT 1630 WTR 1317.05 BOT 1509-WTR 1318.8] TOP SD NOTE: FACILITY LOCAMR-MURMWILD W1 PURVEYOR (TVWD 1302.88 TOP RWTR ] 315 70 TOP RWTR 1311.00 TOP SWR 1319.78 BOT RWTR PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS SEAL -ENGINEER DESIGN RB . TEMESCAL VALLEY WATER DISTRICT BENCH MARK: NGS 71 A 77 (PIDDX5558 PMNS PR£PARM BY i LI DRAWN BYAG 170 FEET SOUTH OF THE SOUTHWEST CORNER OF M/ ��t S C A C Vq < < APPROVED FOR CONSTRUCTION: COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST ��` Jlrtr fD � N if N E E R CHECKED BY: .;,.,_�` '.-.__.S � �" � EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE THE BENCH MARK IS A CALIFORNIA C�i`c RDR GENERAL MANAGER DAT DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE NO' 75731 � EAirport rig • 5 Riverside, -Planning SCALE: �_ AND CONCRETE STAMPED --- BM- 71 A-77-- 6879 Airport Drive, Riverside, CA 92504 * Exp. 5-30-18 * Tel:(951) 688-0241 • : 951) 688-0599 AS NOTED yl �!A TER D ISImc, DATE ELEV.: 1058.40 (NA VD88) sins .Tw 06/01/18 ;�� I% >�I 757JI Dote: JOB NUMBER: SCALE: 8736 R.C.E DATE H: AS NOTED V. A5 NOTED JylNEVG TRACT NO. 36825 I.P. NO 170020 SHEET NO. COUNTY of RIVERSIDE SEWER AND WATER IMPROVEMENT 10 SCHEDULE "A " PHOEBE DRIVE STA. 21 + 10.73 TO 30+51.55 OF 12 SHEETS FOR: FORESTAR W.O. COUNTY 964-XX TOSCANA DEVELOPMENT CO. 8736 FILE NO. 00 D w 0 0 U: \Projects\ FOREMOST COMMUNITIES\ 87.36`Engineering Phase 2\Tract 36825\Sewer and WaterISEWER AND WTR PHOEBE& THD \ PHOEBE!-SWR 10.dwg 1310 1300 1290 1280 1290 1270 iTr,TT]'�irrrTi��e7,l��r ��■E ■■ . ■ENE■E ■ ■ ••.. ..w" :. i + N L4 • elm ■� mom■ ■ �■ q NEE ■ ■� `�i , lulmomm m . �T,T,� �' " ■�� MEMO ■ NONE ■ 1�■ ■■■ MENmom ■■■ M ■■■ ■■■ ■■■■ on NEENONE ■■ , ,, Mommil ■■■ ■■ ■E■■■rIIN■■ ■■■■■ 1! E�'� , • s '• ■■■ ■■■ INN ... ■■� INN■ NINE ■■I■■■ ■■ E■sw. ■■MOI■■N 9+50 U Q Q Q V Q Q � q D � � �C V U7 X z C L INTERSECTION M ::) STA.22+65.71 PHOEBE DR.= 0 STA. 10+00.00 PA8 W. ENTRANCE w P/L PER TRACT 36825 m U STA.10+09.84 � 24" SD X-ING 8 "WTR 1288.70 TOP SD 1291.35 BOT WTR w E- � STA.9+85.00 W C/5 � w U � U � � Q j o U C) Q [r7 Q W a U Q� U Q U w � Q �CL STA. 9+94. DO 36" SD X-ING 8 "WTR 1289.62 TOP SD 1291.49 ROT WTR STA.10+06.00 8" SWR X-ING 8" w what's b■. Caii before you dig, 7 282- 31 TOP SWR 1291.38 ROT WTR 10+00 MH PHOEBE DR SEE SHEET id o� TZ: I if u PHOEBE DR SEE SHEET 10 PA8 WEST ENTRANCE P/L PER TRACT 36825 - oa�� 1320�-: -z �..rn o �. p �� ova . to 00 1310 1 1� 1290 rn _ rn;ocA�o� 62: C-900,. 1 ti 00' LF OF 8 " 01A. CLASS . 235 PVC WTR. SEWiERLINE r , 1310 1300 - n_cc.h aC, 1 a� 1300 - k. fn p�QQ 2 U0� 1290 ; �co � 1280 1270 11 +00 STA.10+ 15.00 6" RWTR X-ING 8" 129U35 ROT RWTR 1282.72 TOP SWR STA.10+47.00 L� ti CLw STA.10+47.00r STA. ] 0+ 15. 00 6" RWTR X-ING 8" 1290.31 TOP RWTR 1291.31 ROT WTR THE PRIVATE ENGINEER SIGNING THESE PLANS 1S 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. NOTE: 2021 JS WORK CONTAINED WITHIN THESE PLANS SHALL NOT 1 AS -BUILT COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER FY�II] 1290 ION mom 0 1 46.51' LF OF 8" DIA. SDR-35 PVC. SW 9+00 10+00 MH PHOEBE DR P/L PER SEE SHEET 10 TRACT 36825 I--CLI �N w to V rx CO =tp9 L STA. 26+54.2 PHOEBE DR.= STA. 10+00. Eta VENTURE WAY VENTURE WAY G' I T49N ROAD D j STA.9+99.52 ANG. PT., 5' STA. 9+92.88 36" SD X-ING 8" 0 1301.91 TOP SD 1303.85 BOT WTR PROFILE SCALE R HORII: 1 " = 40' VERT. I" = 8' 11 +00 11 +50 TRACT BOUNDARY STA.10+14.97 6" RWTR X-ING 8" SWI 1303.40 ROT RWTR 1298.80 TOP SWR IMP. PER FUTURE TRACT STA.10+54.47 STA.10+54.47 �-' STA.10+ 16.00 24" SD X--ING 8" 1301.35 TOP SD 1303.96 SOT WTR STA.10+ 14.88 6" RWTR X--ING 8" WTR 1302.88 TOP RWTR 1303.96 ROT WTR STA.10+05.88 8" SWR X-ING 8" 1297.91 TOP SWR 1303.91 80T WTR SEAL -ENGINEER DESIGN BY.. PLANS PREPARED 8Y RAITG ��t�f ESSI DRAWN eYRA- _r SAY ,4 f , CHECKED BY: a ENG I NE'E'RS RDR 7- Va Civil Efi%wneenng - Surveyn�g • Planning SCALE: N0. 75731 6879 Airport DrNe, Riverside, CA 92504 * EXP. 6-30-18 * Tel:(951) 688 02 51) 688-0599 AS NOTED UNDER THE ,. DATE: DESCRIPTION APPR. DATE 'fJ,��y 01Yy4 �Q' SDPERO" ' •� + 06/07/18 W chef J. Adkison, R.C.E. 757JI = JOB NUMBER. R E V I S 1 0 N S COUNTY 8736 1340 1320 1310 1340 1330 1320 1310 DOMESTIC WATERLINE(PZ 15D9 & PI_ 1_63D)- Zia ' I -- - -- � - 9 14 15 6 --t 15 - � �. � --_z .�. � U 9. -- n � I Q I Q 3 �;� Q Ul - `� I cc Ql.� ^ o0q2p �V3 , p r� p _ a +� + a a: tto . of ..^.. -�. �� a] Oy 00 C�l �w^ .(nnEN 'F � � f r P OF PR. 8 1509 - -- .� - TOP 6F PAVEMENT PIPE ABOVE CL OF PIPF - zoax s=o 50% TOP- OF PR S" Pz_.t5O - -- S= �0 - - - PZ_ 1630 WTR -I -- -- _-- STA ]D+26.26_-, - 3 ST . 9+91..00 PR. 8" 24" SD X-ING 8" 1630 WTR FND p,� r 63b WAR INV_ 131 - - 1 131466 TOP- SD - - .78 PIPE 1317.17 BOT 15 0_ STA 9+s7.0a .HEGII�GSA ------ A. 10+20.43 36", SD. X-ING..8" .:1509 WTR 66' LF OF 24" -5 N - 24"-STOP 1315.69 TOP SO L$" DIA. C-906 1316.8 B0T ?509=WTR, GLASS 2 5 - 1,1314.1� 1317:! 7 MITI? 43.99 LF OF PVC WTR. STA. 10+06.00. __ 6" DfA. C-960 72' LF OF 8" Dl'14. . 8" SWR X-ING 8" 1509 WTR _ . CLASS_. 235_ 900,..CLASS-. T. , 31-1 1.0 .� SWR PVC WTR_ ! VC WTR. 1317.06 BOT 1509-WTR 1 S WERL INE - Ex. GROUND - - a ry CIO PR. TOP OF PAVEMENT Q ca cam„ - ABOVE CL OF PIPE - �a�� r - AT- - - , -TO =� a- s -STA; -10+5T 0 . 6 DEALT END TEMP CAP -- � 7NV.' 1312.56 � EIA PROFILE SCALE HORIZ: I" = 40' DR-35 R. VERT. I" = 8' 9+00 STA. 29+16.70 PHOEBE DR.- STA. 10+00.00 ARCH HILL DR. LOT LINE PER TRACT 36825 1 9 15 1 fi STA.9+43.00 ti U �1 9 �N UJ N - - L5 to 24 STA.9+80.14 2 " MANUAL AIR VAC 10+00 11+00 11+50 SEWER CONSTRUCTION NOTES CONSTRUCT 8" PVC SDR-35 SEWER PER TVWD STD. NO. S-1 CONSTRUCT 4' MANHOLE PER TVWD STD. NO. S-12 & S-14 �3 CONSTRUCT 5' MANHOLE PER TVWD STD. NO. S-12 & S---14 INSTALL TEMP. 8" END CAP DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES n INSTALL 8" DIA. PVC, CLASS 235, C--900 WATER MAIN PER TVWD STD. DWG. W-17 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 3 FOR TEES AND 4 FOR CROSSES) INSTALL 8" FLG'D DUCTILE IRON CROSS INSTALL 8XS X8" FLC'D DUCTILE IRON TEE INSTALL 8" DUCTILE IRON END CAP 14 INSTALL 2" AIR VAC PER 7VWD STD. W-6 15 INSTALL 4" BLOW OFF PER TVWD STD. W-2 16 RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 24 INSTALL 2" MANUAL AIR VAC PER WATER STD. WA-01; SEE SHEET- 12 DOMESTIC WATER PI_ 1630 CONSTRUCTION NOTES INSTALL 8" DIA. PVC, CLASS 235, C-900 WATER MAIN PER TVWD STG. DWG. \1/ W-17 2 INSTALL 8" GATE VALVE ASSEMBLY PER TVWD STD. DWG. NO. W-25 (TYP. OF 3 FOR TEES AND 4 FOR CROSSES) 5) INSTALL 8" 90' DUCTILE IRON ELBOW RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER TVWD STD. NO'S W-19 & W-22 c 51 INSTALL 2" AIR VAC PER TVWD STD. W-6 < li > INSTALL 8" DUCTILE IRON END CAP ��QftOf ESS/p,�,l DA IL RFq lye NO. 80614 `n * EXP. 03-31-23 s9 � VIL\F \ APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AS -BUILT PLANS Date:_9i5i2o2s gy. STA. ] D+00 0 MH 2 10-24-22 DATE TRACT STA. 10+ 12.54 SIGNATURE BOUNDARY 6" RWTR X-ING 8" SWR PHOEBE OR 1315.93 RUT RWTR SEE SHEET 1 1312.15 TOP SWR .�.- _ . STA.10+26.26 T 24" SD X-ING 8" 1630-WTR 1314.66 TOP SD 1317.17 ROT 1630-WTR IMP. PER STA.10+20.43 FUTURE TRACT 1 6 24" SD X-ING 8" 1509 WTR 1 1314.13 TOP SD 1 1317.14 BOT 1509I_WTR STA.10+57.00 6 STA.10-F57.no 4 5 6 - STA .1 D+5 . nn 9 14 16 1 STA. ] 0+ ] 3.17 6" RWTR X-ING 8" 1630 WTF 1315+86 TOP RWTR 1317.10 BOT 1630_ WTR H E STA.10+ 13.33 s" RwrR I LINE TABLE LINE DISTANCE BEARING L] 46.51' N773439'F L3 69.60' N773439"E L5 37.14' N67'12'25"E L6 49.00' N67'12'25 E L8 72.00' N6712'25"E L9 62.00' N70'35' ] 9 "W L IO 38.50' N70.35'19"W L 11 66.00' N677 225 E �P/L PER SEE SHEET 10 X- NG 8 ? 509_ w r R 3 STA.9+85.00 TRACT 36825 1315.70 TOP RWTR 16 5 5TA.9+97.00 STA 7-10 i?RO T 1509_WFR 0 40 120 36" SD X-ING 8" 1630-WTR 8" SWR X-ING 8" 1630-WTR 3 1315.90 TOP SD 1311.20. TOP SWR 2 4 STA.9+91.00 STA19 $97.00T 1630 WTR 1317.D6 6OT 163� WTR 20 80 160 STA.10+06.00 SCALE: 1 = 4n 36" SD X-ING 8" 1509-WTR 8" SWR X-ING 8" 1509 WTR ARCH HILL D 1V 1315.69 TOP SD 1311.10. TOP SWR NOTE: FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD). 1316.87 ROT 1509-WTR 1317.06 BOT 1509-WTR PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS. TEMESCAL VALLEY WATER DISTRICT BENCH MARK: NGS 71 A 77 (PIDDX555S) TRACT NO. 36825 I.P. NO 70020 SHEET Na. 170 FEET SOUTH OF THE SOUTHWEST CORNER OF E�s[a� v�� APPROVED FOR corvsrRucTiON: COUNTY OF RIVERSIDE EDGE OF CONCRETE PAVEMENTFAND 2 FEET EAST aF THE SEWER A RCVEMENT RIGHT OF WAY FENCE. THE BENCH MARK IS A CALIFORMA SCHEDULE RAL MANAGER 4A-*T DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE VENTURE WAY a' AND CONCRETE STAMPED --- BM-71-A-77----. PA8 WEST ENTRANCE �'►►rrn.�^�' 0 ARCH HILL DRIVE STA. 10+00.00 STA. 9+34.25 STA. 9+43. DD OF SHEETS q TER ❑ I15_T1X\ ELEV.: 1058.40 (NA VD88) TO 10+47.00 T 4 4 TO 10+57.00 SCALE: FOR: FORESTAR W.O. COUNTY EN INEE N R.C.E DATE H: AS NOTED V: AS NOTED TOSCANA DEVELOPMENT CO. 8736 FILE NO. 964-XX U: \ Projects \ FOREMOST COMMUNITIES j 8736\Engineering Phase 2 \ Tract 36825 \Sewer and Water j SEWER AND WTR PHOEBE&THD1 PHOEBE!-SWR 7 7. dwg o V7 � � Q ITI U7 k Q Q V C/) v] C7 c 0 Ca w J c1 Cam] w� W � Q w � ti U7 W U D J cl- � o � U � a cn o w q U � � C•3 +l Q olc� 1 Q Q THRUST BLOCK DESIGN CRITERIA 1484 PZ TABLE A. 10.8.2(a) TAKEN FROM NFPA 24, 2002 EDITION THRUST AT FITTINGS AT 100 PSI (6.9 BAR) WATER PRESSURE FOR DUCTILE IRON AND PVC: PIPF NOMINAL PIPE TOTAL POUNDS DIAMETER DEAD END 90' 45' 22.5' 17.25' 5.13' (IN.) OR TEE BEND BEND BEND BEND BEND 4" 1,810 Z559 1,385 706 355 162 6" 3, 739 5,288 2,862 1,459 733 334 8" 6,433 9,097 4,293 2,510 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 = 99 PSI, PER STATIC DIFFERENTIAL [1484-1256(MIN ELEV.)FT]\2.31 FT/PSI PRESSURE RATIO = 99 PSI = 0 99 100 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 BE,4RINC 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). N.T.S. 12" - REQUIRED THRUST BLOCK BEARING SURFACE 12" TEE = 13 685 LBS. x 0.99 x 1.5 = 11.50 SQ. FT. 442 PSF x 4 DEPTH 12" DEAD END = (1 3 685 LES. x 0.99 x 1.5 = 11.50 SQ. FT 442 PSF x 4 DEPTH 12" 90' BEND = (19 353 LBS. x 0.99) x 1.5 = 13.26 SQ. FT. 442 PSF x 4 DEPTH 12" 45' BEND = (10,474 LBS. x 0.99 x 1.5 = 8.8 SQ. FT. 442 PSF x 4 DEPTH 12" 22.50' BEND (5,340 LBS. x 0.99 x 1.5 = 4.5 SQ. FT 442 PSF x 4 DEPTH 12" 11.25' BEND - (2,683 LBS. x 0.99 x 1.5 = 2.3 SQ, FT. 442 PSF x 4 DEPTH 6" - REQUIRED THRUST BLOCK BEARING SURFACE 6" TEE = 3 739 LBS. x 0.99 x 1.5 = 3.12 5Q. FT. 442 PSF x 4 DEPTH 6" DEAD END = (3,739 LBS. x 0.99 x 1.5 = 3.12 SQ. FT. 442 PSF x 4 DEPTH 6" 90' BEND = (5.288 LBS. x 0.99) x 1.5 = 3.45 5Q. FT (442 PSF x 4' DEPTH) 6" 45' BEND = (2,362 LBS. x 0.99 x 1.5 = 2.4 SQ. FT 442 PSF x 4 DEPTH 6" 22.50' BEND = (1,459 LBS. x 0.99 x 1.5 = 1.2 SQ. F7 442 PSF x 4 DEPTH 6" 11.25' BEND = 733 LBS. x 0.99 x 1.5 = 0.6 SQ. FT. 442 PSF x 4 DEPTH THRUST BLOCK DETAIL -SECTION VIEW N. T. S NOTE I. -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 TVWD STD. W-22. THRUST BLOCK DESIGN DETAIL RECLAIMED WATER 1484PZ I A APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By:�L- THRUST BLOCK DESIGN CRITERIA 1509PZ THRUST BLOCK DESIGN CRITERIA 1630PZ TABLE A. 10.8.2(o) TAKEN FROM NFPA 24, 2002 EDITION 16" - REQUIRED THRUST BLOCK BEARING SURFACE TABLE A. 10.8.2(a) TAKEN FROM NFPA 24, 2002 EDITION (23.779 LBS. x 1.1) x 1.5 = 22.2 SQ. FT THRUST AT FITTINGS AT 1d0 PS! 6.9 BAR WATER PRESSURE FOR DUCTILE IRON AND PVC PIPE THRUST AT FITTINGS AT 100 PSI (6.9 BAR) WATER PRESSURE' FOR DUCTILE IRON AND PVC PIPF 16" TEE _ ,, , „�� „�,,,„ NOMINAL PIPE DIAMETER TOTAL POUNDS DEAD END 90' 45' 22.5' 11, 25' 5.13' (IN.) OR TEE BEND BEND BEND BEND BEND 4" 1,810 Z559 1.385 706 355 162 6" >:?39 5,288 2,862 1,459 733 334 8" G,433 9,097 4,293 2,510 1,261 575 70" 9,57 13,685 7,406 3,775 1,897 865 12" 13,685 19,353 10,474 5,340 2,683 7,224 16" 23,779 33, 628 18,199 9,278 4,661 2,127 .� ..... .. .-W...., 16" DEAD END = (23,779 LBS. x 1.1 x 1.5 = 22.2 SQ. FT. 442 PSF x 4 DEPTH 16" 90' BEND = (33,628 LBS. x-_1.-1) x 1.5 = 31.4 5Q. FT (442 PSF x 4' DEPTH) 16" 45' BEND = (18,199 LBS. x 1.1 x 1.5 = 17.0 SQ. FT. 442 PSF x 4 DEPTH 16" 22.50' BEND - (9,278 LBS. x 1.0 x 1.5 = 8.6 SO. FT. 442 PSF x 4 DEPTH r rt" r �° p�n►n -(4, 661 LBS. x 1.1) x 1.5 = 6 7 rn rT TOTAL POUNDS DEAD END 90' 45' 22.5' 11.25' 5.13' OR TEE BEND BEND BEND BEND BEND 1,810 2,559 7,385 706 355 162 3,739 5,288 2,862 1,459 733 334 6,433 9,097 4,293 2,510 1,261 575 9,677 13,685 7,406 3,776 1,897 865 13,685 19,353 10,474 5,340 Z583 1,224 23,779 33,628 18,199 9,278 4,561 2,127 z OFESS/p,�l D A I( ck: NO. 80614 `n * EXP. 03-31-23 fJ CIVIL 9 OF CALF AS -BUILT PLANS DATE 10-24-22 SIGNATURE �J 3 0O nyn (17 mm �51 �-WaUK 1-225 [ 9" 1 /--CE]RB 1 � -�{lp FINISH GRADE --- }� i i o •y 101 1� 0 V,IN RISE NOTES: 11 REFER 'O SECTION 15108 OF THE SPECIF[CATIDNS 2SET TOP OF V=TER BCX "LUSH WITH SIDEWALK. CURB OR =!NISH GRADE f 31 LOCA�E METER BOX AS S-?OWN ON WS--03 4) INS -ALL WARN;NG/1DEN_;F1CATIGN TA-3'::- AS S-JWN ON WP-01 51 MAN,;AL AIR VALVE INS-ALLATION AT E%3 OF VAIN YC BE SADDL=D 24" FROM E`.0 CAP E' 41AIN iAL AV ASSEMBI IFS ; NSTALLED FOR THE USE OF RECYCLE_' WATER SHALL BE :DENT[FiED AS DESCRIBED 1N SECTION 15151 OF THE SPECIFICATIONS 7) CONti-CTICNS TO STEEL MAINS SHALL BE i\ ACCORDANCE WITH SECTION '5061 a ! CAM 8 : RDDVE I TT I NG ADAPTER SHALL BE DR I ULE0 AND TAPPED AS REQUIRED SCrcm a"; FOR THE PRESSURE RELEASE PET COCK 91 MATERIALS SHAL_ BE SELEC_ED FROM THE AP::�ROVED "WATERIAI-S L'1ST LFSEVD ON PLA%S -TEM SIZE AND DESCRiDTION ITEM S;2- AND DESCRIPTION 'OLYNNO ER WE BOX WITH L 1C 8 50mm (Z" i BRONZE C'.vP x F_G ANGL.F 433mm x 760mm (17" x 30"}, SEE NOTE 3 _--_ METER STOP WITH LOCK WING 2 50rrr {2"} CAM & GROOVE FITTING 9 ;50mm ,2") x REQUIRED LENGTH C�P?PER ADAPTER x M1PT WITH LOCKINS DJST ;PIPE. TYPE ".". R'GID CR SOT; CAP. SEE NOTE 8 10 50;_m (2") 90° BRONZE COMPRESS -ON ELL 3 5rrm ("A") PRESSURE RELEASE PET COCK 11 5D�TM (2") BRCN7E COMPRESS1DN ;.O_PLING y 50mm (2") 9" BRONZE V;'T x FIPT ELL COPPER TO COPPER (IF R=OUIRED) 5 50mm f2") DUAL VETER FLANGE 12 50mm i2"} 907•-BRC-TIP- x COMP ELL FLG x F IPT. W17- GASKET 13 50mm (2") BRONZE Vi:' L x MIPT - 6 "Omni { 3•8") ROOK 100mm TO 150mrn CORPORA`:3N STOP ;A" [3 6") DEEP 1� SIZE- x 50mm (2") SERVICE SADDLE 7 -RACER W.-RE (AS REQUIRED). SEE WP-01 1 15 WATER MAIiv� Y-� - WATER AGENCIES STANDARDS 50mm (2") MANUAL AIR VALVE COMMITTEE APPROVAL 11/03/2006 DRAWING NUMBER: WA-0 1 8" - REQUIRED THRUST BLOCK BEARING SURFACE 8" TEE = (6.4J3 LBS. x 1.36 x 1.5 = 7.4 SQ FT 442 PSF x 4 DEPTH 8" DEAD END = (6,433 LBS. x 1.36 x 1.5 = 7.4 SQ. FT. 442 PSF x 4 DEPTH 8" 90' BEND L9,097 LBS. x 1.36 x 1.5 = 10.5 SQ. FT. 442 PSF x 4' DEPTH) 8" 45' BEND = (4.293 LB x .36) T� 1.5 = 4.9 5Q. F7 ('.4z r3r x 4 utrIrr) , .._ . _. _. . __...., u ONDED ...-&- ,A &---SEALf L,ED AS B TO DETERMINE THE THRUST AT PRESSURE OTHER THAN 100 PSI (6.9 BAR), MULTIPLY THE THRUST OBTAINED �. 8 - REQUIRED THRUST BLOCK BEARING SURFACE TO DETERMINE THE THRUST AT PRESSURE OTHER THAN 100 PSI (6.9 BAR), MULTIPLY THE THRUST OBTAINED 8" 251 d LBS, x 1.36 x 1.5 22.50' BEND = = 3.0 SQ. FT. 442 PSF x 4 DEPTH APPROVED BY TVWD 8' PV IN THE ABOVE TABLE BY THE RATIO OF THE PRESSURE TO 100 PSI (6.9BAR). 1N THE ABOVE TABLE BY THE RATIO OF THE PRESSURE TO 100 PS! (6.98AR). 8" TEE _= (6.433 L85. x 1.1 x 1.5(1,261 6.O SQ. FT. 8" LBS. x 1.36 x 1.5 1.5 SQ. FT. ] 1.25' BEND =442 LATERAL BEARING STRENGTH OF SOIL = 44,2 POUNDS PER SQUARE FOOT (PSF) PER FOOT OF DEPTH, 442 PSF x 4 DEPTH LATERAL BEARING STRENGTH --Of- SOIL = 442 POUNDS PER SQUARE FOOT (PSF) PER FOOT OF DEPTH, PSF x 4 DEPTH)= PER GEOTECHNICAL INVESTIGATION. 6 433 LBS. x 1.1 x 1.5 PER GEOTECHNICAL INVESTIGATION. 8" DEAD END = 442 PSF x 4 DEPTH = 6.0 5Q. FT. STATIC PRESSURE = 110 PSI, PER STATIC DIFFERENTIAL f1509-1256(M1N ELEV.)FT.J\2.31 FT/PSI STATIC PRESSURE = 136 PSI, PER STATIC DIFFERENTIAL [1630-1317MIN ELEV.)FT.]\2.31 FT/PSI 8" 90' BEND = (9 097 LBS. x 1.1 x 1.5 = 8.5 SQ. FT. 110 PS! PRESSURE RATIO = _ ].1 442 PSF x 4 DEPTH 136 PSI PRESSURE RATIO = = 1.36 100 PSI 100 PSI " 8 45' BEND = (4,293 LBS. x 1.1 x 1.5 = 3.96 SQ. F7: 8" PVC SAFETY FACTOR = 1.5 442 PSF x 4 DEPTH SAFETY FACTOR = 1.5 (THRUST FORCE x PRESSURE RATIO) x SAFETY FACTOR THRUST BLOCK BEARING SURFACE REQUIRED = (2,510 LBS. x 1.1 x 1.5 (THRUST FORCE x PRESSURE RATIO) x SAFETY FACTOR THRUST BLOCK BEARING SURFACE REQUIRED = LATERAL BEARING STRENGTH OF SOIL 8" 22.50' BEND = 442 PSF x 4 DEPTH = 2.4 SQ FT LATERAL BEARING STRENGTH OF SOIL GENERAL CRITERIA FOR BEARING BLOCK DESIGN: 1. THE BEARING SURFACE SHOULD, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. 8" 11.25' BEND 1261 LBS. x = 442 PSF x 1.1 x 1.5 4 DEPTH _1.2 SQ. FT. GENERAL CRITERIA FOR BEARING BLOCK DESIGN: 2. WHERE NOT POSSIBLE TO PLACE THE BEARING SURFACE AGAINST UNDISTURBED SOIL, THE FILL BETWEEN THE 1. THE BEARING SURFACE SHOULD, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90 PERCENT STANDARD PROCTOR 2. WHERE NOT POSSIBLE TO PLACE THE BEARING SURFACE AGAINST UNDISTURBED SOIL, THE FILL BETWEEN THE DENSITY. BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90 PERCENT STANDARD PROCTOR 3. BLOCK HEIGHT (h) SHOULD BE EQUAL TO OR LESS THAN ONE --HALF THE TOTAL DEPTH TO THE BOTTOM OF THE DENSITY. BLOCK (Ht), BUT NOT LESS THAN THE PIPE DIAMETER (D). 3. BLOCK HEIGHT (h) SHOULD BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THE 4. BLOCK HEIGHT (h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES BETWEEN ONE AND BLOCK (Ht), BUT NOT LESS THAN THE PIPE DIAMETER (D). TWO TIMES THE HEIGHT (h). 4. BLOCK HEIGHT (h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT N. N.T.S. THRUST BLOCK DESIGN DETAIL 1509PZ B N.T.& THRUST BLOCK DESIGN DETAIL 1630PZ C N.T.S. SEINER CONNECTION DETAIL ❑ 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: �EMESCAL VALLEY WADER DISTRICT BENCH MARK: NG5 7] A 77 (PIDDX5558) RESPONSIBLE FOR ASSURING THE ACCURACY AND � �,� B.. �ITG TRACE NO. 36525 I.P. NO 170020 SHEET NO. ACCEPTABILITY OF THE DESIGN HEREON. 1N THE DRAWN BY..- 170 FEET SOUTH OF THE SOUTHWEST CORNER OF EVENT OF DISCREPANCIES ARISING AFTER COUNTY Q( E551 i RA �tmESCA� Vq� j APPROVED FOR CONSTRUCTION: COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST COUNTY OF RIVERSIDE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ,Q 4m ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING '` 'uY �/ �, CHECKED BY. -� -,_� ----��" 0, EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE SEWER AND WATER IMPROVEMENT ' AN ACCEPTABLE SOLUTION AND REVISING THE PLANS „v E N G 1 N E E R S RDR _ L RIGHT OF WRY FENCE. THE BENCH MARK 15 A CALIFORNIA SCHEDULE "A'� FOR APPROVAL BY THE COUNTY. a �a Civil Engineering • Surveying • PlsnmV G M N�GER 'DATE DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE NO. 7573t SCALE. =' AND CONCRETE STAMPED --- BM-71-A-77- THRUST BLOCK DESIGN & DETAILS 6879 Airport Drive, Riverside, CA 92504 '�-•;-�• �' � NOTE sir EXP. 8-30-18 Tel.(951) 688-0 1 51} 688-0599 AS NOTED �TEr� DISOF 12 SHEETS Know What's below. WORK CONTAINED WITHIN THESE PLANS SHALL NOT /2021 JS 1 AS -BUILT SAVE, THE 6 ' DATE: ELEV.: 1058, 40 (NAVD88) COMMENCE UNTIL AN ENCROACHMENT PERMIT DATE BY MARK DESCRIPTION APPR. DATE 'f,��y. CIYt� ��' SUPD?AYM * 06/01/18 i • -.i ,r,:,: •,; IW,., SCALE: �y*DA W.a..C.E COUNTY Call hebfe you dig. AND/OR A GRADING PERMIT HAS BEEN ISSUED. ENGINEER R E V r 5 1 0 N S COUNTY � ��+ ! . Adkison, RC.. 7573I fie.. JOB NUMBER: RH. AS NOTED AS NOTED FOR FORESTAR FILE NO. 964-XX 8736 TOSCANA DEVELOPMENT CO. 8736 U. \Projects \FOREMOST COMMUNITIES\8736\Engineering Phase 2\Troct 36825\Sewer and Noter`SEWER AND WTR PHOEBE&THD\PHOEBE SWR 12.dwg