964f_wt_swSEWER NOTESIN THE COUNTY OF RIVERSIDE, STATE OF C.4LIFORNIA
LEGEND _
1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TEMESCAL ITEM TYL57ING PRGP05FD_
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VALLEY WATER DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD CROSS + >_ 0
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DRAWINGS ASPECtFICATIORE,AND AVAILABLE ADTARD DRAWINGS. THE DISTRICT OFFICE TCONTRACTOR SHALLRD ONS AND BE IN POSSESSION OF D SEWER WA TER IMPR 0 VEMENT PLA NS SEWEf? CLEANOUi � > a
DISTRICTS SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. ELBOW _ ---
2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR TRACT 36593 AIR VALE _0_0 �- SITE
AND ARE MADE PART OF THE. SPECIFICATIONS. GENERAL NOTES:
WATER SERVICE ---o
J. THE DRAWINGS AND DATA HEREON HEREBY ARE MADE PART OF THE SPECIFICATIONS. 1, AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST SEWER CONSTRUCTION NOTES QUANTITIES END CAP W/Ba �• CE�4Ex �E<< s z u,
4. REVISIONS WILL NOT BE MADE TO THESE PLANS WfrHOUr THE APPROVAL OF TVWD. UNDERGROUND SERWlCE ALERT (1-800-227-2600) AND NON-MEMBER COMPANIES, OR 0CWMWT 8' PVC STIR-35 SEINER PER TYN'D STD. NO, S-1 Z�285 LF FIRE HYDRANT �# MINES � � o �
UTILITIES, TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACIL177ES MANHOLE ACRE KCAMOC' sS�ICk O
5. APPROVAL OF THESE PLANS BY TVWD DOES NOT CONSTITUTE A REPRESENTATION OF THE INCLUDING, BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS, MAIN CONDUCTORS OR REW� TEMPORARY [W-CAP ANO LXIST;IIIG 2 [A
ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, CONDUITS, AND SERVICE CONNECTIONS. TEE v-
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PIPE, OR STRUCTURE WITHIN THE LIMITS OF WORK. 2. PRIOR TO CONSTRUCTION CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AT PROPOSED (D C%GWT 4' ~Off PER "D STD' NO S-14 14 fA � WERNER
CONNECTIONS AND CROSSINGS AND VERIFY ELEVATIONS, LOCA77ONS AND SIZE OF EXISTING HYDRANT MARKER
6. CONTRACTOR SHALL NOTIFY THE TVWD ONE WEEK PRIOR TO STARRMC CONSTRUCTION. FACILITIES. 0IIN57ALL 4 SEVER LATERAL PER TVl D STD. NID S-4 AIVB BACKFCL?W 19LYT ASSEXAHLY (MIEN REt7[!'iIEO] PER 5-29 $ S fA 7R4Cr BOUNDARY MINES
THE QUANrII`IES SHOWN HEREON ARE FOIE BONDING INFORMATION ONLY. THE CONTRACTOR IS TO CONSTRUCT PROJECT WATER UNE
3. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY U77LITY FACILITY WITHOUT AUTHORITY : SEWER ■ T
7 THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECTS DRAWINGS. FROM THE UTILITY, WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY PER THESE PLANS AND SUBA4IT CONSTRUCTION BID BASED ON THEIR OWN QUANTITY "TAKE -OFF" STORM DETAIN
FACILITIES (INCLUDING DISTRICT -OWNED UTIUTIES). CONTRACTOR SHALL FURNISH AND PUKE ALL EX. 12" REC WTR rm VICINITY MAT'
8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. NECESSARY PROTECTION
4. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBSTRUCTION AND HIGH T PRESS :� .r�
RE WTR - x SECTION 1, T . 5S, R . 6 )N
9. THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 42 INCHES OF COVER OVER DOMESTIC WATER OZONE �509) CONSTRUCTION NOTES QUANTITY
ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE THE TOP OF THE WATER THE WATERLINE SHALL CROSS UNDER THE 065FRUCTION WITH A , CL CENTERLINE F.H. FIRE HYDRANT
SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND TVWD SPECIFICATIONS. MINIMUM CLEARANCE OF 12 INCHES. p�fSrALL 8 DMA F'VL; CUISS 150, -9UL1 WATER IaiRJw PER 1Ywri 57U AIG fVR7. W-17 T TC TOP OF CURB EX. EXISTING
5. SEPARATION BETWEEN SEWER AND WATER SHALL CONFORM TO RIVERSIDE" COUNTY STANDARD ND. /� FL FLOW LINE PROPOSED
10. EACH LOT SHALL BE SERVICED WITH A FOUR (4)-INCH SEWER LATERAL SET AT A MINIMUM 617 AND TVWD SEWER AND WATER SYSTEM FACILITY REQUIREMENTS. 0 LI15rALi 8' (ATE V'�� ASS£l�Y PER TViI'p STD. DWG. NQ. W-25 6 FA
GRADE OF 2.OX WITH A MINIMUM INVERT DEPTH OF 5.0 FEET BELOW THE BOTTOM OF THE 6. ALL Ad44 rERIALS USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS 3 06TALL 2' AIR VAC PER TAD STD. If- 6 2 � � EIAG1rFiOW PREVENTION VALVE REQUIRED
CURB AT THE PROPERTY LINE, UNLESS OTHERWISE APPROVED BY THE TVWD. AND SPECIFICATIONS ORDINANCE 467.
7. REFER TO RIVERSIDE COUNTY STANDARD NO. 818 FOR TRENCH REPAIR. WSrALL 8'X8X8' fZG'D DUCTILE MN TEE 2 fA
It. ALL LATERALS SHALL BE LOCATED AS SHOWN ON THE DRAAW1NGS, ADJUSTED UNDER TVWD 8 SEPARATION REQUIREMENTS BETWEEN SEWER AND WATER LINES SHALL CONFORM TO STATE 3 RESTRAIN OWTS MO NVSTAL Ti11RtIST BLOCKS PER TVIYl7 STD KNITS W--19 & W-22 12 EA WATER NOTES'
INSPECTION TO CLEAR DRIVEWAYS AND OTHER IMPROVEMENTS LATERALS SHALL BE FOUR HEALTH CODE STANDARDS.
(4)-INCH MINIMUM D14METER UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LATERALS NON -POTABLE WATER NOTES: 6 ZrALL 8' 45• DUCr1lE M BEND I fA I. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TEMESCAL
SHALL HAVE A CLEAN OUT IN ACCORDANCE WITH STANDARD DRAWINGS NO. S-9 AND S-30. VALLEY WATER DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD
LATERALS SHALL BE INSTALLED IN ACCORDANCE W1rH TVWD STANDARD DRAWINGS NOS. S-4, < 06FALL 8' X 11.25' DLI RE R M OEAV 1 FA SPECIFICATIONS, AND STANDARD DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD
S-5, S-6, AND S--7. 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH TE114ESCAL DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF
VALLEY WATER DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD a RB6"E aVPM4RY COWJRXWN EhV CAP, JIft RISW I EA DISTRICTS SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES,
12. JOB --MIXING OF CONCRETE IS NOT PERMITTED. SPECIFICATIONS AND STANDARD DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD 9 �� 8, �� � 7 �
DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF 2. ALL PERMITS REQUIRED BY LAW SMALL GE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR
13. ALL CONCRETE 7ES77NC REQUIRED BY THE TVWD WILL BE AT THE EXPENSE OF THE DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE' JOB SITE AT ALL 77MES. t) GONSTKCT 6*X47(2Y2' FRE ffYDR4NT A559aY PER lWV STD. DWG. NO. W-4 5 EA AND ARE MADE PART OF THE SPECIFICATIONS.
CONTRACTOR. 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR
AND ARE MADE PART OF THE SPEC0CATIONS. 1 WSTALL IRLUf RE7W-RLFLECnW F H AWKER PER COLWIY Of R11'EW STAADKS 6 EA J. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS.
14. rHE CONrRACTOR SHALL SECURE APPROVAL FROM THE TVWD INSPECTOR PRIOR TO EIACKFILLING 3, THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS
OVER ANY SEWER PIPE OR WYE 4. REVISIONS WILL NO BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF 7 WD Q INSTAiL I' COPPIR SMWE LATERAL A40 METER PFR TM STD. NO*s W-7 & W-9 25 EA 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF TVWD.
5. APPROVAL OF THESE PLANS BY TVWD DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF : THE QUANTITIES SHOWN HEREON ARE FOR BONDING INFORMATION ONLY. THE CONTRACTOR IS TO
15. ALL SEWER LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD" AFTER THE ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND 5. APPROVAL OF THESE PLANS BY TVWD DOES NOT CONSnT"TUTE A REPRESENTATION OF THE
CONSTRUCTION AS SPECIFIED BY THE rVWD SPECIFICATIONS. UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF WORK. CONSTRUCT PROJECT PER THESE PLANS AND SUBMIT CONSTRUCTION BID BASED ON THEIR OWN QUANTITY ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,
6. THE CONTRACTOR SHALL NOTIFY THE TVWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEED "TAKE -OFF" PIPE, OR STRUCTURE WITHIN THE LIMITS OF WORK.
16. ALL ACCESS HOLES (MAN HOLES) SHALL BE TESTED BY "VACUUM TESTS" AS SPECIFIED IN THE PRIOR TO BEGINNING WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED.
TVWD STANDARD SPECIFICATONS. 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PRGVECT DRAWINGS. 6. THE CONTRACTOR SHALL NOTIFY THE TVWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK
8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL -OSHA SAFETY REQUIREMENTS. PRIOR TO BEGINNING WORK SO THAT INSPEC7701VS CAN BE ARRANGED AND PROVDED.
17 CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR 9. 1F REQUIRED BY TWA THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A DOMESTIC WATER (ZONE 1320CONSTRUCTION NOTES QUANTITIES 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS.
CONNECTION TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE OF THREE WEEKS PRIOR TO QUALIFIED GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS [ !
SAID SHUTDOWN TO THE nAV'D DISTRICT ENGINEER. COMPACTED AS DIRECTE3D 6Y THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT
SPECIFICATIONS, TVWD SPECIFICATIONS AND COUNTY OF RYVER51DE REQUIREMENTS. 0 WVSTNL 8- 0A PVC LASS 150, C-900 RAn MIN PER TVWD STD. DILL NO w- f ? 1.780 LF E. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL -OSHA SAFETY REQUIREMENTS.
18. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED.
BEHALF OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES, 7 1. ALL CONCRETE TESTING REQUIRED BY THE TVWD Wltt BE AT THE EXPENSE OF THE iVSTA?L 8" G�iTT YAt4E A5S19LY PER TYNt] STD. D1I1G. 14�. W-25 i 9. THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL
CONTRACTOR iiISTALi 2` AEI VACF'FR W STD. W-6 2 ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE
19. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY ROAD DEPARTMENT 12. CONM4CT OR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND TVWD SPECIFICATIONS.
JURISDICTION IN ACCORDANCE" WITH ALL REQUIREMENTS OF SAID DEPARTMENT INCLUDING CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WSTA 8'X8'X8" FLCO DUCTILE #'OIV TEE I FA
rRAFf7C CONrROL., PAVEMENT REMOVAL, TEMPORARY PAVEMENT (INCLUDING BASE MATERIAL) AND ;'PEEKS PRIOR TO SAID SHUTDOWN TO THE TVWD DISTRICT ENGINEER 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED.
TEMPORARY AND PERMANENT TRAFFIC STRIPPING. 13. ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND � M'STALL 8' X 9T DUCW 1i" BENO 1 EA
DRAINING OF THE EX157ING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY THE hvSTALL 8, 45. OWTUIRON BFI�D 1 11. ALL CONCRETE TESTING REQUIRED BY TWO WILL BE Ar THE EXPENSE OF THE CONTRACTOR.
20, ALL MAATER4LS, TESTING, AND INSPECTION OF THE SEWER SHALL BE IN CONFORMITY WITH THE DISTRICT.
FA
REQUIREMENTS OF TVWD AND RIVERSIDE COUNTY 5TANDARDS. FAILURE TO MEET ANY 14. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD 12. CONTRACTOR SHALL PROVIDE WRITTEN NOTIF7CARON REQUESTING A SYSTEM SHUTDOWN FOR
STANDARD DRAWINGS W-5 OR W-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH hVSrA�t 8 x T r.25 DUCTitf OW BEND 1 CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE
REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION POINTS AND BLOWOFFS AL ALL LOW POINTS IN THE WATER LINE PROFILE. FIRE HYDRANTS CANT
RfWVE IFIIf'ORAF?Y COl4STRLIICCTTL;W Fly CAP, GW MTW 2 FA WEEKS PRIOR TO SAID SHUTDOWN TO THE TVWD DISTRICT ENGINEER
2f. SEWER SHALL BE 8" INCH PVC (SDR 35) OR 8" INCH PVC C900 OR C905 (REQUIRED FOR BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH
SEWER DEPTH} 15 FEET) IN ACCORDANCE WITH 7VWD SPECIFICATIONS AND STANDARDS. POINT OR LOW POINTS 1N THE PROFILE. BLOWOFFS SHALL BE INSTALLED IN CONFORMANCE TO � NVSTALt 8' IX1CTaLE h4i11L INTO CAI' 2 13. ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND
W-2. TL7 CONSMWT n4-X2 Yp' FIRE HYDRANT ASOWRY PEP, Ti+WI} SM. DING. NO, W--4 2 FA DRAINING OF THE EXISTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY TVWD.
22, FORCE MAINS SHALL BE 8" INCH PVC IN ACCORDANCE WITH TVWD SPECIFlC.AT10NS AND 15. ALL EXISTING FACILITIES TO BE TIED INTO SHALL AL: FIELD VERlF1E'D AND NOTES SHALL BE
( SUBMITTED TO THE DISTRICT PRIOR TO CONNECTION. T 1 LIVSTACL f�LL1E RETIRU-R£FZECTTVE fN ALARKLR PER LY?Lhhr1Y OF RIIERS�T7E 37►IIGy1RpS 3 fA 14. EACH LOT SHALL BE SERVICED WITH A MINIMUM ONE (1) INCH COPPER LATERAL WITH METER
STANDARDS PROVIDE FORCE MAIN DIAMETEf? C900 OR C90.5, AND PIPE CLASS 200 OR 16. NON -POTABLE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STANDARD
GREATER). SPECIFICATIONS, 12 NVSrALI T' COPPER SERHCE LATERAL RVID WEILR PER TI,+iYD STD NO's W-7 IV-9 5T AND BACK FLOW PROTECTION DEVICE. A 314-INCH HIGH LETTER -W- SHALL BE CHISELED IN
17. ALL VALVES PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE THE TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS.
23. STANDARD 94NHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWO SPECIFICATIONS AND SPECIFIED PIPE PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION. ALL 13 RESTRAIN XWTS AMD MALL M6T BLOCKS PER TWO STD. NO'S W--19 & W-22 9 FA
STANDARD DRAWINGS NO S-12. TERMINUS TYPE MANHOLES SHALL BE CONSTRUCTED IN VALVES, PIPELINES AND APPURTENANCES SHALL BE TESTED AT 7.25 TIMES THE MAXIMUM STATIC s THE QUANFTTIES SHOWN HEREON ARE FOR BONDING INFORMATION ONLY. THE CONTRACTOR IS TO CONSTRUCT PROJECT 15. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD
ACCORDANCE WITH TWO STANDARD DRAWING NO. 5-73, PRESSURE' OF THE' PIPELINE, WITH THE TOTAL ROUNDED UP TO THE NEAREST 25 PSI. VALVES STANDARD DRAWINGS W-5 OR W-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH
SHALL BE CAPABLE OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITION. TES77NG PER THESE PLANS AND SUBMIT CONSTRUCTION BID BASED ON THEIR OWN QUANTITY "TAKE -OFF" POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER LINE PROFILE. FIRE HYDRANTS CAN
24. STANDARD AMNHOLE COVERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TVWD STANDARD SHALL BE PERFORMED IN THE PRESENCE OF THE DISTRICT INSPECTOR. BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH
DRAWING NO. S-14 AND S-15. IN UPAVED AREAS LOCKING TYPE MANHOLE COVERS SHALL BE 18. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN POINT OR LOW POINTS IN THE PROFILE BLOW --OFFS SHALL BE INSTALLED IN CONFORMANCE TO
CONSTRUCTED IN ACCORDANCE WITH TVWD STANDARD DRAWING NO S-17. ACCORDANCE TO TVWD STANDARD SPECIFICATIONS. W-2•
n 19. ALL MATERIALS TESTING AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH THE
25. SEWER BEDDING, BACKFILL, CAPS, AND ENCASEMENT, CAPS SHALL BE 1N ACCORDANCE WITH REQUIREMENTS OF TVWD, RIVERSIDE COUNTY, AND THE AWWA STANDARDS. FAILURE TO MEET 16. ALL EXISTING FACILITIES TO BE TIED INTO SMALL BE FIELD VERIFIED AND NOTES SMALL BE
TVWD STANDARD DRAWING NO. S-1, 5-2, AND S-3. ANY REOUIREMEN75 OF THE ABOVE REFERENCE AGENCIES WILL BE CAUSE FOR REJECTION. SUBMITTED TO TVWD PRIOR TO CONNECTION.
U7 20. NON -POTABLE WATER LINE CONSTRUCTION SHALL BE 6 IN DIP OR PVC AS NOTED ON PLANS IN
Q 26. CONTRACTOR SHALL PROVIDE AND BEAR THE TOTAL COST OF CLOSED CIRCUIT VIDEO INSPECTION ACCORDANCE WITH AWWA STANDARDS AND TEMESCAL VALLEY WATER DISTRICT STANDARD
q OF ALL NEW INSTALLED PIPELINES UNLESS OTHERWISE DIRECTED BY THE DISTRICT INSPECTOR. DRAWINGS
3WI NGS W-17, W- f 9, AND W-20 (FOR PVC PIPE) AND W-22, W-23 AND W-26 THROUGH Qt�QFESS/ 17. WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS.
Z 27. PRIOR TO POURING OF MANHOLE BASE, CONTRACTOR SHALL INSTALL A MANHOLE ADAPTER MADE 21. RESTRAINTS SHALL BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH TYWD STANDARD ,�c� o DAIL,q F18. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE
BY GPK PRODUCTS, INC FOR ALL INLET(S) AND OUTLET AT THE PROPER GRADE AND DIRECTION. DRAWINGS W-19 AND W-22 �1L SPECIFIED PIPE PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALL
22. NON -POTABLE WATER PIPE AND BLOW OFFS SHALL BE PURPLE PVC, MARKED AS REQUIRED BY N VALVES, PIPELINES AND APPURTENANCES SHALE. BE TESTED AT 1.25 77MES THE MAXIMUM STA77C
28. EACH MANHOLE SHALL BE VACUUM TESTED IMMEDIATELY AFTER ASSEMBLY AND PRIOR TO TVWO SPECIFICATIONS TO IDEN77FY IT AS NON -POTABLE (RECLAIMED) WATER. IF DIP IS USED IT NO. 80614 PRESSURE OF THE PIPELINE, WITH THE TOTAL ROUNDED UP TO THE NEAREST 25 PSI. VALVES
BACKFILLING BY THE CONTRACTOR. AFTER THE CONTRACTOR COMPLETES &4CKF/UlNG AND PRIOR it EXP. 03-31-25
� MUST BE MARKED WlrH PURPLE MARKING TAPE SitAtt BE CAPABLE OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITION. TESTING
I TO ACCEPTANCE BY THE DISTRICT, EACH MANHOLE SHALL BE RE- TESTED IN PRESENCE OF THE 23. ALL I -INCH. AND 2-INCH COPPER SERVICES AND AIR VAC & AIR RELEASE ASSEMBLIES SHALL SHALL BE PERFORMED 1N THE PRESENCE OF THE DISTRICT' INSPECTOR.
Q DISTRICT INSPECTOR. BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE, clvl�. ��
UTILITY PURVEYORS ENGINEER 9�o ckv 19. CONTRACTOR SHALL DISINFECT ALL PIPELINES AND APPURTENANCES EfFHER PRIOR TO OR AFTER
29. NO GROUT SHALL BE PLACED IN THE HORIZONTAL JOINTS BEFORE TESTING APPROVED AS -BUILT THEY HAVE BEEN S'UBJECT'ED TO HYDROSTATIC AND LEAKAGE TESTING. THE METHOD OF
30. A VACUUM OF 10 INCHES OF MERCURY SHALL BE DRAWN AND THE PUMP SHUT OFF, WITH ALL WATER: TEMESCAL VALLEY WATER DISTRICT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AS -BUILT PLANS DISINFECTING SHALL CONFORM TO PROVISIONS OF AWWA C-601 (LATEST). THE CONCENTRATION
� � VALVES CLOSED THE MSEWER TEMESCAL VALLEY WATER DISTRICT tNOINlEOWN OF THE DOSAGE APPLIED SHALL BE PRESCRIBED BY THE DISTRICT AND SHALL BE AT LEAST 50
EWHOLE SHALL HOLD 1O INCHES OF MERCURY FOR 64 SECONDS. 09-22-2
ICJ ELECTRIC. SOUTHERN CALIFORNLA EDISON COMPANY 6679 AIRPORT DRIVE DATE PPM AND IT SHALL NOT EXCEED 200 PPM. CHLORINATED WATER SHALL REMWJN IN THE PIPE
(Ir V GAS: SOUTHERN CAOFORNIA EDISON COMPANY RIVERSIDE, CA 92504 Date: 9/29/2023 B SIGNATURE ��� LONG ENOUGH TO DESTROY ALL NON- SPORE- FORirfING SACTERA4 MIN. 24 HOURS).
31. ►F THE MANHOLE FAILS THE IN1rLAL TEST, NECESSARY REPAIRS SHALL BE MADE WITH A y -
�! TELEPHONE,• AT&T, VERIZON TELEPHONE.- (951) 688-024
L NON -SHRINK GROUT TO THE OUTSIDE WHILE THE VACUUM IS STILL BEING DRAWN, RETESTING CABLE: 17MF_ WARNER FAX: (951) 688-�0599
CL SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED INSPECTION NOS, 20. CONTRACTOR SHALL. FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN
ACCORDANCE TO TVWD STANDARD SPECIFICATIONS.
32. MANHOLE DIAMETERS SHALL BE 46-INCH FOR SEWER DIAMETER 24-INCH AND SMALLER, AND PERMITTEE MUST INFORM COUNTY OF 8" PVC COUPLING
60-INCH FOR SEWER PIPE D44METER 27--INCH AND LARGER AND FOR ALL MANHOLES WITH A CONSTRUCTION SCHEDULE AT LEAST 48 21. ALL MATERLALS TESTING, AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH TIE
DEPTH OF 72-FEET OR MORE. 36-INCH CONE SHALL BE USED WITH A 60-INCH MANHOLE HOURS PRIOR TO BEGINNING OF To BE BONDED &
-- � REQUIREMENTS OF 7VWD AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF
CONSTRUC:7ION. PHONE (951) 955 - 6885 8" PVC SEALED AS
� THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION
W 33. FOR 1) ALL NEW MANHOLES ON SEWER DIAMETERS' 15-INCHES OR GREATER 2) ALL NEW FOR PARCEL MAPS AND TRACT MAPS B„QSIS OF BEARING APPROVED BY
MANHOLES WHERE UPSTREAM SEWER SLOPE IS 5% OR GREATER .3) ALL MANHOLES WITHIN 1000 WATER SYSTEM CERTIFICATION HASIS OF BEARING IS NORTH SECTION LINE TVWD 22. FIRE HYDRANT SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS NOS. W- 1
FEET OF A FORCEMAIN DISCHARGE AND 4) EXIS77MC MANHOLES WITH NEW CONAIEC77ONS SHALL OF SAID SECTION 13 TAKEN AS NORTH AND W-3 OR W-4.
� BE PROVIDED WITH INTEGRALLY LOCKING PVC OR POLYURETHANE PROTECTIVE VALLEY E LINING SYSTEM !CERTIFY TMAT THE DESIGN OF THE WATER SYSTEM IN __________15 IN
PER SECTION WOO- 2 THE GREENBOOK. ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF TEMESCAL WATER 89'06 58" WEST, AS SHOWN BY TRACT MAP
c DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE J0440-1 PER M.B. 406/30-32, RECORDS 23. WATER LINE CONSTRUCTION SHALL BE V INCH (PVC, CML OR STEEL) IN ACCORDANCE W17H
3 ASSESSOR'S PARCEL NUMBER QWIVER/APPLICANT ADEQUATE TO SUPPLY WATER TO SAID PROTECT. THIS CERTIFICATE DOES NOT OF RIVERSIDE COUNTY, CALIFORNIA 8" PVC STANDARD DRAWINGS NOS W-17 W-19, AND W-20 (FOR PVC PIPE) AND W-22, W--23 AND
O CONSTITUTE A GUARANTEE THIS Ir WILL SUPPLY WATER TO SAID PROJECT AT ANY FIRE HYDRANT COLOR CODING W-.26 7HROUGH W-32.
290-013-08 i. 290-130-020, FORESTER ►OSC,ANA DEVaQPMENT COMPANY A40NUMENT NOTE.• SEWER CONNECTION DETAIL
SPECIFIC_ C�IANTITIES1 OAS, OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER FIRE HYDRANTS TO Bl- PAINTED PER NFPA
ti 290-080-037, 290-070-029, AND 4590 M'ACARTHUR BLVD SUITE 600 p � - CONTRACTOR SHALL BE RESPONSIBLE FOR ANY %' S. 291 AND COUNTY OF RIVERSIDE FIRE 24 RESTRAINTS S14A1.L BE USED WITH THRUST L3LOCKS IN ACCORDANCE WITH TVWD STANDARD
290-070-013 NEWPORT BEACH, CA. 92660 I -t o � \ � MONMENT4TION AND%OR BENCHMARKS WHICH WILL DEPARTMENT STANDARDS DRAWINGS NO. W 19 AND W-22
:D U) 0ENEr� a4TE BE DISTURBED OR DESTROYED BY CONSTRUCTION
IT, LAND AND USEIZONING SOILS ENGINEER SUCH POINTS SHALL BE REFERENCED AND REPL4CED INDEX OF SHEETS:
Q ❑ (rj • SEWER SYSTEM CERTIFICATION WITH APPROPRIATE MONUMENFA TION BY A LICENSED RIVERSIDE COUNTY FIRE OEP T. PRESSURE COLOR SHEET NO. (s) OESCR1PTfON
W W EXISTING LAND USE. VACANT ADVANCED GEOTECHNICAL SOLUTIONS INC. I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN _ _ w IS IN LAND SURVEYOR OR A REGISTERED CML ENGINEER 1500 OR GREATER LIGHT BLUE SHEET NO, ? TITLE SHEET�7 PROPOSED LAND USE.. RESIDENTIAL & OPEN SPACE 25109 JEFFERSON AVE SUITE 2DO ACCORDANCE WITH THE SEWER SYSTEM REQUIREMENTS OF TEMESCAL VALLEY WATER AUTHORIZED TO PRACTICE LAND SURVEYING. A
D EXISTING GENERAL PLAN LAND USE. LDR, OS-C AlURRIETA, CA 92562 -�I 1000- 7 499 GREEN SHEET NO. 2 INDEX SHEET
DfSTR1 E DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT' CORNER RECORD OF SURVEY, AS APPROPRIATE, - �' �'1 ' l SHEET NO. 3 PLAN AND PROFILE ROCKSTON DRIVE
I PROPOSED GENERAL PLAN LAND USE. MDR, OS--C TEL: (951) 200-6840 L S FR POSED PROJECT SHALL BE FILLED BY THE LICENSED LAND SURVEYOR 500-999 ORANGE SHEET NO. 4 PLAN AND PROFILE BELLROSE COURT})
Li EXISTING ZONING, SP (3?7) `� OR REGISTERED CIVIL ENGINEER AS REQUIRED 8Y
AF'F' VED r7A7F SHEET NO. 5 PLAN AND PROFILE GADIA DRIVE
PROPOSED ZONING: SP (327) GEWRAL UAWCER -- WE THE LAND SURVEYOR'S ACT. sNEET No. SHEET NO. 7 7HRUSTPLAN NBLOC�KFICAL ULA71ON5LE ACADIA RIwF�/BRANCH COURT)
NOTE SEAL -ENGINEER PL4W PAVMWD sr P,TEMESCAL VALLEY WATER DISTRICT BENCH MARK., NGS 71 A 77 6MLX55 E T1Qid �.'T �ia. .3�]J�� r. �. Q , Q�a� SHEET NO.
WORK CONTAINED WITHIN THESE PLANS 170 1EE7 SOUTH OF TFE SOUP - *EST C07PER OF
ENCRaACHMENSHALL NOT T4PERM T AND/OR A MENCE' UNTIL AN E S&Sl At�rIlE5CA1. VqL� APP UC770rV: �E OF SEE P vEJla�nrr �anra 2 FEET Easr COUNTY OF RTVERSI�3E
EIVG►IVEHF?s
1 SEWER WATER 1�1fPRDVEME�VT PI�IIV
GRADING PERMIT HAS BEEN ISSUED. `� ! py�r . g�r`„s RIGHT OF W�E4Y FENCE Thy' BENCH WRK IS A DUFORMA
' f` GENERAL ,V!Anr4GEf? DATE ,
I�r ��^ 6879 Airport g, rside, CA 92504 L M&F W OF F�GMAYS L3RASS DISK IN 2 INCH IRON PPE- . �� Al
7iiE I�rTNATE L"HGLMVELR SIC,YVIWG TFiE3i PLANS IS RE5PON5,iE R N0. 53390 Tel:{951) 68 D4i1 951 688-459 Ai1� GiOiIILTF $Ti41If't�D &M-7i A 77___
FOR AMRW W ACC�acY AND ACCEPT 4F THE E7a�. 8-30-17 [ ) _ w�+rFR DIS�R� ` VILE SHEET of � 5HT5
HL:REGW IN THE EVENT OF OISCREPAAICIES ARISING LITER COUNT)� � the � � r.rn�i �:,:
[iM>rww11at� APPROVAL OR DURING CONSTRUCTION, � PR,vArTE FNGWEER - �"*s° f' /� � � ELEV.: 1 n58.4Q DNAVD88)
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SOLtonov ANL) REwswG THE- PLANS roR APPROYAt L3Y THE REVISIONS ii CII�� DESIGNED B'Y: ROfi �r�Ai�'N BY: EA CHECKED BY: C- L N �s �ir}rr-17 ���� TOSCANA DEVELOPMENT CO. t3736 FILE 1VD. 964E
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Date: 9/29/2023 By:
DATE 09-22-23
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APPROVED AS -BUILT
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Date: 9/29/2023 By: -
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SHALL NOT COMMENCE UNTIL Af+1 ESSI ��µESCAL CAI( APPRD 5TR[ICl70r+V: { COtL 4TE1R WASH BR1DG� 97 FEET WEST OF 11-f IWEST COUNTY OF RIVERSIDE'3
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DAIL
NO. 80614
4t EXP. 03-31-25 4t
•''f (� CAL\F�'
APPROVED AS -BUILT AS -BUILT PLANS
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Dte: y; ` DATE 09-22-
9SIGNATI IRE
TEMESCAL VALLEY WATER DISTRICT BENCH MARK, INGS 71 A 77 6EDLX5
70 FAT SWTH OF THE S�sT CaR OF
APPROVED F CONSTRUCTION.-COiL.TaMTER WASH BIR1DGE� 97 FEET ft-; T, OF THE WEST
\. -)dtEDGE OF CGWCRFTF PAW-MDVT AND 2 FEET FAST OF THE
GEN AL MANAGER DATE R0-TT OF WAY FEhICE. M d AA4W fS A CAL.IFORNV
QN 90N OF HGHWAYS &WS D(-W 1N 2 f1►CH IRON P1PF
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ELEV.: 1058.40 (NA VD88)
Ir / #A
SCALE: NIA
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LINE TABLE
LK
D1STAqCE
RCARIZ
L 1
17J85'
514b7'24'E
L2
17,185'
S702 24 T
�4
20.13'
N31'12'54 V
1.5
177.85'
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L6
177.85'
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L 7
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L8
359.55'
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t:tlAE
LENGTH
RA W5 DEL TA
TAN
C 1
T 61.69'
219 0►7' 4718'07'
84. 73'
C2
172.66'
231.00' 47491
90.59'
C3
176.40'
2J600- 4749'30■
92.55'
TRACT NO. 36593 1. F. NO 150004 sHEET NO -
COUNTY OF RIVERSIDE 4
SEWER AND WATER ,IMPROVEMENT PLAN �
R 1
F 7 SHTS
FOR: W.O. COUNTY cl
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TOSCANA ORDEVELOPMENT CO. 87.36 FILE NO. 964 F
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COUNTY
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LINE TABLE
ONE
D?STAIIi,'F
IYAWN16
L 1
13638'
N373620 T
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67„36'
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L3
89.90,
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14
228 76'
NW47 06'r
L5
135.38'
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0
67.36
Af28'31'36-E
L7
89.90*
N3,7.35 00T
L8
234 86'
AW47'051E
L9
IJ136'
N373820*E
00
67.36'
A76'3136'F
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N33'35'00T
L 12
206.95'
haR'47'06 -E
APPROVED AS -BUILT
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date. 9/29/2023 By: �G
TEMESCAL VALLEY WATER DISTRICT
170 FEET SOUTH OF ThF SOUTHKST CO , Orr
APPROVED FOR CONSTRUCTTOVY COXWTV? WASH W0GF_ 97 Fa7 KST OF THE �T
UXE OF CGtlVCRETF PA"gfT ARID 2 FEET EAST OF i1-!L
GENERAL ,L�IANAGER DATE RIGHT OF W4Y FD CE. 71 ff CH MARK IS A CALFFORM4
OM" OF 1.O WY'S f3%Z DISK IN 2 INCH IRON PIPE
AND CONCRETE STAMPED --- BM-71-A-77-.
!� ELEV.: 1058.40 (NA VD88)
1 SCALE: FOR. FORESTAR W. U. COUNTY
ENGINEERING '. C. ,�_ H- AL��'.270 V.- NIATOSCANA DEVELOPMFNT CO. 87'36 FILE kb.
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CURVE TABLE
CU41rE
LENGTH
RAX6
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311.37'
26'56'57'
71, 74'
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f38.67'
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70.54'
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141.56'
297.42'
27*1628'
7216'
C4
62 94'
511.00'
703 24 .
31.51'
C5
62 32'
5N.00'
703 24'
31.24'
C6
58.84'
494.00'
64929'
11'0643'
29 46'
C7
56.0.5'
289,00'
2811'
CS
57,02'
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2860'
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10'"'15"
2876'
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DATE T9URE
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COUNTY OF RIVERSIDE
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■■■ SEES■■
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N~ J■ l r' • i
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12+fin
13+00
14+
SEWER CONSTRUCTION NOTES DOMESTIC WATER (ZONE 1509) CONSTRUCTION NOTES
C01'LSTl?OCT a' P4IC sx-35 SFO R f l? TOD SIR W. s r i 11W L 8' L)k FWC CLASS 150 C-9 17 WATER I"W PFR Fig V SM+ DC ,YO W- 17
2Q RE WO4f TEA PII ARY EN --GAP AND CW EXIST&W 3 P&AU 2' AR VAC PER "D STD W-6
MTRIICT 4' WfNHOLE PD4 FM SID. NO. S-14 a PEMYY uMV7S AVID INSE&L NR J9 ROCKS PEP T49YlD STn. NO S W-19 & W-22
4 WSMLL 4' 5R R LATERAL PER Tl'171 STD. NO. S-4 MV 6 AY.STAU 8' 45' & CTII.E lhM 6FAV
84CKFLOW VALW A5_DRY (*a R!FQJffD) PER S-29 <�> AYSTA![ 8' X r 1.25' DUCTILE MW I�
A ISTAU 6' R C:IILE FM KENO GAP
C1ONSTR0 STAN" Fff MVPdVff AS5£IAr3EY PER TAAI'D SFU OW NO W -4
QROf ESS/q AYSTAlL OLLE RgX-hMECTIYE FH WKER PER COWfY OF R►05f STAWI4ROS
\c �p DAIL R� a A6TAU I' L1WM SERI+ICE LITDVi MO METER PER T1+91D STD. NO's W-7 & W-9
m NO. 80614 H DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES
* EXP. 03-31-25
CIVII. \� V AISTALL 8' Obi P%C, CLASS 150, C-900 WAI£R IM PfR TV0V STD, fY► , ,K). W-
AP P ROVE D AS- B U I LT 9�or �`�F ~ rl'smu 8' GATF if w ASSL•1WECY PFR Tm STD. Dc NQ. W-25
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AS -BUILT PLANS Q WAIL 2' M VAC PER TNWO STD. W--6
� .� �. �. � �� �
Date: 9/29/2023 By: DATE 09-2 � (D N115TALL 8' X 11.25' DW71f- ON L7E7VI�1
L SIGNATIIRE `�/
10 RE10F TE11WOl4W CGI'vSTR[fCRW 00 GIP, JOW EJCCSMG
Q A'S(N+L LT' UUCTk.E" RON CAA CAP
BRH 1p%T rO MNSMUCT 614�X2 Yz' Fff ff1 RANT A55EliIB1.Y PER Tir)10 STD, DWO. NO. W-4
A1'4 11 Y67AIL ALOIE REM-9TUr7NE FH UAPXFR PER CtO(AYTY OF AMER X STMWDS
0 40 120 WTAL 1' CL1OW SERVICE MTERk ANO WU PER TA+14D STD. NOs W-7 & W-9
RESrR0 XNBS AHD #CAL.L T3RV BLOCKS PER ND STD M7 S W-19 & W-22
20 as 160
SCALE: I" - - 40'
II
1 , r O nr , I _
L
3
STA. r3+27.80�
" PE=1 124.5
CURVE TABLE
WK
LENGM
R40W
DELTA
TM
C l
176-32'
364.00'
2745' 13'
89.92'
C2
1L32.5,5'
361.00'
2727'10'
9306'
C3
64.66'
311.0'
11'5444'
32 45'
C4
59.12"
294.00'
11JI'20'
29.66'
0
65.01'
j 292.35'
1,744 25'
3764'
LINE TABLE
LK
aISTMCE i
OG4W
L r
10696'
S61.1254E
L2
r 1 Z 86'
S88'56'071E
L3
101.18'
S61'12'547
�4
97.14'
561' 12'54
15
118,08'
S88'58o7'E
L6
1&05'
N32 r5'161
L7
63.52'
N4.00'001E
L8
18005'
N3755'161F
t9
6L52'
N44750001
NOTE: { SEAL --ENGINEER S TEMESCAL VALLEY WATER DISTRICT 8 TRACT NO. 36593 I.P. NO 150004 -r ND.
1: WORK CONTAINED WITHIN THESE PLANS 170 FEET SOUTH OF M S ST CORNER OF
SHALL NOT COMMENCE UNTIL AN q{ ESSIp , � MfSc�al v c APPRovED F CONS7RUC77OIN: G]O�LD4I&4TER 41fA,SH 6R1DG,Ey 97 FEET SST OF THE 41EST COUNTY OF RIVERSIDE
i ENCROACHMENT PERMIT ANDrOR A :� E N G f N' E E � $ y ��j-�-,�, EDGE Of COWRETF FAWEME VT � 2 FFET EAST OF n� SEWER A�VD RYA 7'ER I�iPIA?O VEhrfEIV7' PL4I1� � C4
GRADING PERMIT HAS BEEN ISSUED. H y�Y*aD . RIGHT OF WAY FFNCE. 7W �,H MARK IS A C�ALIFOIRN14
I CEO ERAL MANAGER DATE
TW PRIVATE E?QNEER S1CNIN�G THESE PLANS !S RESPONSIBLE 6879 Ai rive iverside. CA 9250d DLI�iSI[7N OF Hl[rFfWi4Y5 L�4.5'5 DISK IN 2 INCH IRON PIPE /�►� � p�/� AND
FOR ASSURM THE ACCURACY ARC ►VCCEPTABXITY OF THE yk EXP. .665M90 * Tel:(951) 8- 2 ax:(951) 688-•-0599 14A7'ER D15����� *0 CONCRETE STAWPED--- BM-71A—i7---. ACAM COVE AND COURT
I(eaw wiret� h��aY1R '�FRE°'"' "� THE EVENT OF o15C1�PAl4cIes ARrSNVG AFTER cnv+v under r�+ of sHTS . .
0 RR AS -BUILT R d. ELEV.: 1058.4❑ (NAVD88) �
APPROVAL OR QURr►wG COYVSR?eJCTiGw, 71{E PRfVATi ENiGNVEFR � � 7 r.sf.ihffsM1rdin rW.1
C8S'%UrI Y A9-AU af NC EVISWO T14E PLANS F PRr7IALAONS6LEE FOR M7ERMVNW AN �BY THE TAKE MARK BY DATE REVISIONS APPR. DATE sl,�j� ��\ ° Rt' � !P �j � FOR: W.D. COUNTY
Vi�NbB' 'ByDI i GoairvTr ENGINEER__j COUNTY -- - DESIGNED BY: ROR DRAWN BY: t CHECKED SY: C-- ENGINEERING �?. C. SCALE.., FOREELO FILE NO. 964F '-
r r � DATE H AS NOTED lI / TOSCAIVA DEVELOPMENT CO. 873E
1J:\Pr6jccts\F0REM0SI COA4UUN)TIES\87361Eng;neer'nq\Tr 36593 1rnp\S41'R--WTR\8736 SWR WTR 06.dwq
THRUST BLOCK DESIGN CRITERIA 8DOMESTIC
TABLE A.10.8.2(a) WEN FROM NFPA 24, 2002 EDITION
THRUST AT FITTINGS AT 10D PSI (6.9 64R) WATER PRESSURE FOR DUCI7LE IRON AND PVC PIPE
NOMINAL
PIPE
TOTAL. POUNDS
DIAMETER
DEAD END
90'
45'
22.5'
11.7-1j'
5.13'
(INl)
OR TEE
BEND
BEND
BEND
BEAD
BEND
4"
1,810
2,559
1,385
706
355
162
6"
3,739
5,288
2,862
1,459
73J
JJ4
8"
6,433
9,097
4,293
2,510
1,261
575
1 Q"
9,677
13,685
7,406
3,776
1,897
865
1 ? "
i 13, 685
19,353
10,474
5,340
2, 683
1.224
rO DETERMINE THE THRUST AT PRESSURE OTHER THAN 100 PSI (6.9 B;4R), MU177PLY THE THRUST OBTAINED IN
THE ABOVE TABLE BY THE R4770 OF THE PRESSURE TO 100 PSI (6.98AR).
44TERAL 2WINqSTRENCTH OF SOIL = 44 POUNDS PER SQUARE FOOT (PSF) PER FOOT OF DEPTH,
PER KCAL INVESTTG4 T10N
STATIC PRESSURE - 139 PSI, PER STATIC DIFFERENTIAL [1320-1000(MIN DESIGN ELEV))fW2.31 FTIPSI
PRESSURE RATfiQ = 09 PSI
'- = 1.39
SAFETY FACTOR 1.25
THRUST BLOCK I3E4RING SURFACE REQUIRED -
(THRUST FORCE x PRESSURE RAT)0) x SAFETY (ACTOR
LATERAL. BEARING 57RENGTH OF SOIL
GENERAL CRITERh4 EQR BEARING BLUCK DESIGN:
1. THE BEARING SURFACE .SHOULD, WHERE POS57BLE, BE PLACED AGAINST UNDISTURBED SOIL.
2, WHERE NOT POSSIBLE TO PLACE THE BEARING SURFACE AGAINST UNDISTURBED SaL, THE FILL BETWEEN THE
BEARING SURFACE AND UNDISTURBED SOUL MUST BE COMPACTED TO AT LEAST 90 PERCENT STANCARQ PROCTOR
DENSITY.
J. BLOCK HEIGHT (h) SHOULD BE EO(ML TO OR LESS 7MN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THF.
BLOCK (HI), BUT NOT LESS THAN THE PIPE D44METER (D).
4. BLOCK HEIGHT (h) SHOULD BE CHOSEN SUCH T44T 7HE CALCULATED BLOCK WIDTH (b) VARIES BETWEN ONE AND
TWO 77MES THE HEIGHT (h).
N.T.S.
REQUIRED THRUST BLOCK BEARING SURFACE
8" DEAD END
(6,433 LBS. x 1.; )r 1.25
_ J. 2 SO. FT
442 PSF x 8 DEPTH
8" go, BEND -
9, 097 LBS. x 1. 39 x L 25
= 4.5 SQ, FT.
442 PSF x 8 DEPTH
4" DEAD END _
(1,810 LBS. x 1..L92 x 1.25
0.9 SO. FT.
442 PSF x 8 DEPTH
4" 45' BEND
(1 385 LBS. x 1.Jg) x 1.25
= 0.7 SO. FT.
442 PSF x B DEPTH
mm 1: THRUST BLOCK LOCAT7ON5 To BE INSTALLED PER
TVWD STD. W-22
MOTE 2: TVWD MINIMUMS MUST BE HELD WHEN CALCULATIONS HEREON
ARE LESS THAN THAT SHOWN ON TVWD STD_ W-22.
THRUST BLOCK DESIGN DETAIL 8" DOMESTIC WATER I B
THRUST BLOCK DESIGN CRITERIA 8 RR
TABLE A. 10.8.2(a) rAKENr FROM FPA 24, 2002 EDITION
THRUST AT FITTINGS AT 100 PSI (6.9 BAR) WATER PRESSURE FOR DUCME IRON AND PVC PIPE
NOMINALTOTAL
PIpE
POUNDS
DXWE7ER
DEAD END 90, 45, 22,5' 11.25' 5.13'
(IN.)
CA 7E£ BEND BEND BEND BEND BEND
4 "
1,810
2,559
1,385
705
355
162
6"
3,739
5,286
2,862
1,459
7JJ
334
8"
6,433
9,097
4,29.3
Z510
1,261
.575
10"
9,677
13,685
7, 406
3,776
1,897
865
12"
13,685
7 9, 35 3
10,474
5.340
2, 683
1,224
TO DETERMINE THE THRUST AT PRESSURE OTHL-R rMN 100 PSI (6.9 BAR), MULTIPLY THE THRUST OBTAINED IN
THE ABOVE TABLE BY THE RATIO OF THE PRESSURE TO 100 PSI (6. 98AR).
LATERAL BEAR1 NGrH OF SOIL - 442 POUNDS PER S40LIARE FOOF (PSF) PER FOOT OF DEEPTK
PER GEOTECHNICAL INVESTIGATION
STATIC PRESSURE - 220 PSI, PER STATIC DIFFERENFL4L (1509-10+00(MIN ELEV)M\2.31 FTIPSI
PRESSURE RATIO 220 PSI = 2.20
SAFETY FACTOR = 1,25
THRUST BLOCK 9E4R1W,- SURFACE REQUIRED
(THRUST FORCE x PRESSURE RATIO) x SAFETY FACTOR
LATERAL BEARING STRENCTH OF SOIL
1. THE BEARING SURFACE SHOULD, WHERE POSSIBLE, BE PLACED A"NST UNDISTURBED SOIL
WHERE NOT POSSIBLE TO PLACE THE BEARING SURFACE AGAINST UNDISTURBED SOIL, THE FILL BETWEEN THE
BEARING SURFACE AND UNDISTURBED SOAR, MUST 8F COMPACTED? TO AT LEAST 90 PERCENT STAIVWD PROCTOR
DENSITY.
J. BLOCK HEIGHT (h) SHOUlLO BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE 19OMN OF THE
BLOCK (Ht). BUT NOT LESS THAN THE PIPE D►AMETER (0).
4. BLOCK HEIGHT (h) SHOULD BE CHOSEN SUCH TWT THE CALCULATED BLOCK WIDTH (b) WARPES BE7WEEN ONE AND
TWO 77MES THE HEIGHT (h).
N.T.S.
REQUIRED THRUST BLOCK BEARING SURFACE
8" DEAD END = 6 4 LBS. x 2.2 x HT.
25 i 5.7 SOX
8' 90' HF IVD (9,097 LBS. x 2.2 x 1.25 8. 1 SG?. F
442 PSF x 7 DEPTH
8" 45' BEND = (d 293 LSS X 24 x 1.25
442 PSF x 7 DEPTH
" ,2,510 LBS. x 2.2 x 1. 25
8 22.5' BEND - 442 PSF x 7` DEPTH a 3.2 SOfi
MOLE 1: THRUST BLOCK LOCADONILS TO BE INSTALLED PER
71,WD STD. W-22
MOLE 2: 7VWD MINIMUMS MUST BE HELD WHEN CALCULATIONS HEREON
ARC LESS TFMH 7?4AT SHOWN ON TVWD STD. W-22.
THRUST BLOCK DESIGN DETAIL 8" HIGH PRESSURE I A
w
QROf ESS/DAIL
V)
`.I
Cl-
N
NO. 80614
�t EXP. 03-31-25 it
O
C3
C)
APPROVED A&BUILT
j� clVll.
or "
ul
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Choi
AS -BUILT PLANS
a
_
D9/29/2023 gy:_ �
Date:
DATE 09-22-2
_ _
SIGNATURE.��
4a
Q� C3
r?
-;(CL
NQTE: SEAL -ENGINE-- F; RAOSPRAWW BY, mm p n 1 n
WORT[ CONTAINED WITHIN THESE PLANS TEMESCAL VALLEY WATER DISTRICT BENCH MARK; NGS 71 A 77 EQQ TRACT NO. ,36 9�3 LP. NO f 50004
SHALL - 7 70 FEET SOUTH OF THE S(X. ThWEST CORKR DF _
E CN ROACt+IMENT�PERM T ANDMENCE LOR A ESSI, �M15cAat v�C� APPRovED Fort STRCJCTTOMV:GY�IV�RE7EPAVD�IEIVT WVIr1 2E7 E457 C0U1V�'Y �Q�'vRSII)
A E 1 V C l 1_ V E C R S .. -� ti F SEWER AND WATER IMPROVEMENT PLAN 7
GRADING PERMIT HAS BEEN ISSUED. , c� -yam RIGHT OF MAY FENCE. THE BDVCH U4RK 1S A C4U t2
MOM
� Y� ' ��� GENERAL MANAGER DAiE THRUST
6879 Ai" rrw iversidm. CA 92'504 DM,9(�N OF F�CrFiMYS BRASS DISK IN 2 !NCH IRON PIPE TH1 UST BLOCK �_
FOR
PRIVATE ENGINEER SIGNu1VG THESE RANSEPTAB IS ROFFOfVSIBLE � N0. 9G 7ei:(95i) 8 0 Fax:(95a} 689-059 1 t Ahlf� �7E 57AiMPtZ}---BJlf-7i A-77---. ���` ��T,�i'�, •�
FOR asSLMnlc THE A>rcU►aAcr AND A�1CfPTr4�BILITY' Of THE DESIGN �� * EXP. �-� 17 � 1'A TES p 1 S� K�L U i�.i�� HERE(W IN TILE EVENT OF DISCREPANCIES ARISING AFTER COU eye OF 7 .SLATS'
Km w whams � APMVAL OR MWING CONSTiiWMIV, TIC PRIVATE EI+IGINEER /� f iasi+fi.hr i rn fw, ELEV.: 1058.40 (NA YD88)
CIV11�
S1fALL BE RESr�dNSfE1LE Fort DE7ERI�+1�nIG ,w A,ccEPTAeLE MARK BY DATE APPR. DATE `� � "=rA32se T1 6 FOR: W.O. COUNTY
� OfeyDlld SOLUTION AND R�"vISM TW RANS FOR APPROVAL. BY TFI£ REVISIONS �� ��� OESIGh'�U E3Y: f��R DfzAW� BY: EA C;l1EGiCED $Y: C- T- `y: r�� �'�r�� �+ � FORESTAR Fi�E No. 964E
r IVGINEERING f? C. E �! TOSC4NA DEVELOPMENT CO. 8736 a
COLINTI' ENGINEER COUNTY u , t-
U: Projects jFOREMOST C0A4MUNITIFS`8736\Engrneenng\Tr 36593 1mp1Sl4WR--WTR18736 SW? WTR 07.dwg