967gg_wt_sww whan below.
Q-11 betom you
THE PRIVATE EhiGiNEFR SIGNING THE,5E PtANS IS
PESPONSIBLE FOR ASSURING 7HE ACrLARACY AND
ACCEPTARiLITY OF' THE VESION HEREON, W THE
FI�EN7 OF DSCREPANCtES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHAIL, FE RESPONSIBLE FOR DETERMINING
AN ACCEPTABLE SOLUTIO(N AND REVISING THE PLANS
FOR APPROVAL BY THE COUNT�,
WORK CONOiNED WITHW THESE PLANS SHALL NOT
C(.)A4MFNCL" UNTIL AN ENCROArHMENT PERMil
ANDIOR A GRADING PERMIT K4S SEFN ISSUED
IN THE COUN7Y OF RIVE.-R,31DE, STATE7 OF CALIF01MA
SEWER &' WATER IMPROVEMENT PLANS
TRAC3"T r"40'. 368-�,26-4
NON -POTABLE WATER NOTES.
1, CONTRACTOR SHALL FURNISH AND INSTAt�' ALL FA(,YLITIES IN ACCORDANCE WITH TEMESCAL VALLEY WA7E R
niSTRICT (rVWD) WATER SYSTEM F�40L/Ty R17QUIR17MENTS, STANDARD .3PFCIRCAPONS AND STANDARD
DRAWINGS. APWD STANDARD SPECIFICATIONS AND S7ANDARD DRAWINGS ARE AVAILAULE AT THE 00RIC7
0MCE CONTRACTOR SHALL BE IN PO:,�SESSION OF DISTRICT3 SPFCIFICATIONS AND STANDARD DRAWINGS
ON THE j06 SITL AT ALL TIMES,
2, Ai,L. PERMITS REQUIREV BY 1AW SHALL. BE ACQUIRED BY IHE APPLICANT OR THEIR CONTRACTOR AND ARE,
MADF PART OF THF SPErIFICATiONS.
,1 THF DRAWINGS AND DATA HFRFON ARE HERERY MARE PART OF THE SPECIFICATIONS,
4, RE -VISIONS WILi NO 81' MADE TO 94734' PIANS 107HOUT THE APPROVAL OF TVW,)
5 APPROVAL OF THESE PIANS BY' TVWfj DISTRICT DOES N07 CONSTFUTE A REPRESENTAPON Or THE
ACCURACY OF THE LOCATION CR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR
STROCTURE WITHIN THF LIMITS OF WORK
6, TIIF CONTRACTOR SHAII NOTIFY THE 714YI) DiSTRIrT ENGINFER A mimmum or ovr (i) WEEK PRIOR ro
BEGINNING WORK SO THAT INSPEC71ON CAN HE ARRANC0 AND PROVIDED,
7, THE TVWD iNSPECTOR SHALL BE FORWISHEV THREE SETS OF PROJECT DRAWINGV1,
& THE' CONTRACTOR 5RALL (,'ONFORM TO CURRENT CAL. --OSHA SAFETY REQUIREMENT5,
9, IF REQUIRED BY 11,?M1D, 7HE CONTRACTOR SHALL SUBA41T rO THE TVW0 A SOILS REPORT 13Y A 00ALIFIED
GROTFC,'HNICAL rNGINFER W141CH CFRTIFIFS, THAT ALL TRENCH RACKFILL WAS COMPACTED AS DlPvE(,,TE-D BY
THE SOILS ENGINFLR IN ACCORDANCE WITP PPOIFC7 SPECIFICATIONS, ILWD SPECIFICATIONS AND COUN7y
OF RIVFr?,YDF REQUIREMEKS,
10, JOB-MiXING OF CONCRETF IS NOT PFRM177D,
11, ALI, CONCRFTE TESTING- RFL?IJ1RrD BY THE' TVW,) WILL IRE AT THF EXPEN,13F OF THF CONTRACTOR,
12� CONTRACTOR SHALt PROVIDE WRITTEN NOTIF7CATION REQUE-371NG A SYSTEM SHUTDOWN FOR (,'ONNFC,71()Ns
To EXISTING SYSTEM, SAID NOTIFICATION SHALL BE' MADE A MINIMUM OF THRET WEEKS PRIOR 70 SA0
SHOIDOWN TO THE Twi) nismm ENGINFET,?.
13 ALL CONNECTIONS OR TIF -INS TO THI: EXISTING' FA(SLII"IES REQUIRING SYSTEM SHUTDOWN AND DRAINING
OF 7HL EXISrING FACILITIES SHALL BE PONE A'� INGHT oR AS APPROVED BY THE DISTRICr
14, AIR VACUUM AND AIR RELEASE ASSE."MULIES SHALL RE INSTALLED IN ACCORDANCE WITH TVWD STANDARD
DRAWINGS W-5 OR W-6 AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POPO's AND BLOWOFFS
AL ALL LOW POINTS IN THE W147ER LINE PROFILE. FIRE HYDRAN"Es CAN BE USED IN LiEu OF A MANUAL
AIR RELEASE OR 13LOW-01-F WHEN LOGAFED NEAR THE HIGH POINT OR LOW POIN'[S IN FF?E PROFiLE.
ULOWOFFS SHALL BE INSTALLED IN CONFORMANCE TO W---2,
15 ALL EXISTING' FACILIPIES 30 BE TIED INTO SHALL FIE' FIELD VERIFIED AND NOTES' SHALL RF SUBMITTED To
THE DISTRICT PRIOR 10 r,'ONNECDON
16, NON -POTABLE WATER SYSTCM SHALL IIF PRESSURE TESTED IN ACCORDANCE WITH SFANOARO
SPECIFICATIONS,
I F ALL VAI DEC, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEF7 OR EXCEED THE, SPECIFIFO PIPE
PRESSURr e,�'LASS SHOWN ON 1HE, PLAN PROf ILE SHEET5 IN ADDITION, ALI, VALVES, PIPELINfEs AND
APPORTENANCES SHALL BE TESTED A7 L25 TIMES THE MAXIMUM STATIC PRESSURE OF THE PIPELINE, WITH
THF TOTAL, ROUND0 UP 10 THE NEAREST 25 PSI, VAIVE� SHALL BE CAPABLE OF WITHSTANDING DESIGN
PRESSURFS IN A CLOSED POS�TION. 7EST�NC SHALL BF PERFORMIED IN THE PRESENCE OF THE DISTRIC7
fNSPEC'FOR
18, CONTRACTOR ',"",HALL FURNISH PHYSWCAI, ANO CHEMICAL TEST RE.-SULFS FOR ALL FITDNGS IN ACCORDANCE
TO TVWD STANDARV SPFCIFICAPONS.
19, All MATERIALS, TEST/Nr AND INSPECTION OF THE PIPE SHALL PE IN CONFORMITY WITH THE RF._Qb11RFVE_NO:
OF TVA(9, RIVERSIVE COUNTY, AND THE AWWA S`IANOAROS. rAILURE TO METT ANY REQUIRLMENI'S OF THE
A60VE REF�RFNCF AGENCIFS WRL BE CAUSE R)R RFIFCTION
20� NON-POTARIF WATER UNE CONSTRUCRON SHALL BF 6 IN DiP OR PVC AS NOTED ON PL4,Ns IN
ACCORDANCE WITH AWWA S7ANDARDS AND TEMESCAL VALLEY WATEH DISTRICT STANDARD DRAWINGS W-17,
W- 19 PIPE) AND W--22, W-23, AND W-26 THROUGH W 3Z
AND W-20 (FOR PVC
21, RESTRAINTS SHALL BE USED WITH THRUS" BLOCKS IN ACCORDANCE' WITH JVWD STANDIRD DRAWINGS W- 19
AND W- 22.
22, NON -POTABLE WATER PIPE AND BLOW OFFS SHALI BE PORPLE PVC� MARKED AS REQ1JIRED BY TVWD
SPECIFICATIONS 70 IDENTIFY IT AS NON POTABLE (RFCLAIMELI) WATER, IF DIP IS USED IT MUST BE
MARKED WITH PURPLE MARKING TAPE.
23, ALL I -INCH AND 2 -INCH COPPER SFRVICES' AND AIR VAC' & AiR RFLEASF ASSF-URUES SHALL BE
WRAPPED CONDN(IOUSLY W011 PURPLE MARKING TAPE.
GENERAL NOTES:
1, AF LEAST 48 HOURS BEFORE COMMENCING' ANY FXCAVATION, CONTRACTOR SHALL REOVIEST UNDERGROUND
SERVICE ALERT (I -800-227-260Q) AND N0N--MFM8ER COMPANIES, OR UTILITIES, TO MARK OR
ODIERKSE INDICATE 7HE LDATIONIS) Of" THEIR SUBSURFACE FACIUVES INCLUDING, BUT NOT LIMITED TO,
STRUCTURES 11ACU)DINO VAIILT.,'�, MAIN CONDUCTORS OR COND0TS, AND SFPVICE CONNECTIONS,
2, PRIOR TO CONSTRUCTION, CONTRACTOR SHALL, EXPOSF FXISTING FACILITIES AT PROPOSED CONNECTIONS
AND ROSSINGS AND VEPIFY ELEVAPONS, LOCAPONS AND SIZF OF EXISTING FACILITILS,
,1 CONTRACTOR SHALL NOT INTE,71TRUPT' OR DISTURB ANY U71LIFY FACILITY WITHOUT AUTHORITY FROM THE
UTILITY, WHERE PROTEC170N IF, REQUIRED TO ENSURE INTEGRITY OF' U770TY FACRiTIrS (INCLUDIND,
DISTRICT-OWNIEL) UTILITIES), CONIRACTOR SHALL FURNISH AND P1_4CF ALL NECESSARY PROTECTION,
4 WHFI4FVER A WA TERI !NF ENCOUNTERS) A STORM DRAIN PIPE OR OTHER 06STR UCTON AND CRO SING OVER
THE OEISFRUCTION WILL RESUL7 IN LESS THAN 42 INCHES OF COVER 'OVER THE 70P OF THE' WATER THE
WATERONE SHIALL CROSS, UNDER THE ORSTRUCTION WiTH A M0MUM CLFARANCE OF 12 INCHES,
5� SEPARATION BETWFEN SEWER AND VIATER 3HALL CONFORY TO RIVEF61OF COUNTY S7ANDARD N(L 817 AND
F
�VWD SEWER AND AAIER SYSTEM FA00TY REQUIREMENTS,
6 ALI. MAIFRIALS USED AND INSTALLATION SHALL CONFORM 70 RIVERSIDE COUNTY STANDARDS AND
SPECIFICATIONS ORDINANCE 461, THE AMFRICAN WATER WORKS ASSOCIA770N (AWWA), AND DISTRICT
STANDARDS,
7. REFER TO RIVERSIDE COUNIY STANDARD NO, 818 FOR TRENCH REPAiR.
8, SEPARATION REQUIREMENTS BETWEEN SEWER AND WATFR LINES SHAiL CONFORM TO STATE' HEALTH CODE
STANDAROS.
9, GEr AN 04CROACHYFNT PERMIT FROM RIVERSIDE COUNTY TRANSPORTATION ITEPT (,951,)955--6790
WATER NOTES.
1, CONTRACTOR 5401.1. FURNISH AND iNSTALL ALL FACILITIfS IN ACCORDANCE WITH VALiL1-_y WATER
DIS71WCT (7VWD) WATER SYSTEM FACILITY RFQUiREMEN_!S, STANDARD SPECIFICA TIONS, AND STANDARD
DRAWINGS, TVWD SrANDARD SPECIFICATIONS AND S7ANDARD DRAWINCS ARE AVAIbIBLE A7 THE DiSTPdCT
OFFICE. CONFRACTOR SHALL BE IN POSSESSION Of' DISTRICT'S SPECIFK,ATIONS AND STANDARD DRAWINGS'
ON THE JOB SITE AT ALL TIMES,
2, ALL PERMITS RFQ(JIRED BY LAW ShAil. BF ACQUIRED &Y T14E APPLICANT OR TPIE0 CONTRACTOR AND ARE
MADE PART OF THE SPECIFICATIONS.
3, THE DRAWINGS AND DAFA HFREON ARE HEREBY MADE PART Of" THE SPE-ClIFICATIONS.
4, HEOSIONS WILL NOr BE MADE TO THFSE PLANS WITHOUT THE APPROVAL Of' TVWD,
5, APPROVAL OF THESE PLANS BY D/WD DOES NOT CONSTITUTE, A REPRESENTATION OF THE ACCURACY OF
THE LOCATION OR EYISTENCE OR NON--EXiSTENCE OF ANY UNDERGROUND UTTILITY� RIPE, OR STRUC7URF
WHI-iJIN 'INE LIMITS OF WORK,
6. THE C0NTR4CT()R SHAtL NOTIFY 1HE rVW0 DISTRICT ENGINEER A MiNIMLIM OF ONE (1) WEEK PRIOR TO,
19F(WIANING WORK SO THAT iNSPECrIONS CAN BE_ ARRANC,170 AND PROVID0.
Z THE 7VWD INSPErTOR SHALL BE 1`11RIVISHED THREE SETS OF PROIR.7 DRAWINGS.
8� THE CONTRACTOR SHALL CONFORM TO CURRENT CAL--0SHA SAFFTY RFQIJlRFMFNT3,,
9. THE CONTRACrOR SHALL SUBMIT TO THE 711WO A S011S REPORT BY A QUALIFIE,"D GEOTECHNICAL ENCINEFR
WHICH CER77FIES THAT ALL TRENI�'l BAGKFILL WAS COMPAC7FD AS DhRECrED BY THE SOILS ENGINEER IN
ACCOPOAN(11F WITH PROJECT SPECIFICATIONS AND ri/WD SPECIFICATinNs,
10. JOB --MIXING OF CONCRETE LS NOT PERMiTTED.
11, ALL (,'ONCRFTE TESTING REQ0IRLD BY 7VW0 WILL HE AT THE EXPEK")E OF THE CONTRACTOR,
1Z CONTRACTOR SHALL PROVIDE WIW17EN NOTIFICATION REQUESrING A SI(YIE&I 13HUFDOWN FOR CONNECTONS
TO FXISTING SYSTEM, SAiD NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WErKS PRIOR TO S;Alf)
SHIVTDOWN 10 HIE T'vW0 DISTRICT ENGiNFER,
13, ALL CONNECTIONS OR TIE-INS TO 7HF EXISTING FACIVUES REQUIRING SYSTEM SHUTDOWN AND DRAINING
Of THE EXI-57ING FACILRIES SHALL BE DONE AT NIGHT OP AS APPPOVED BY 7VW0
14� EACH LOT SHALL BE SERVICED W17H A MINIMUM ONE (1) INCH COPPER LATERAL WUH METER AND BACK
FLOW PROTECTION DF-WrE. A 314--IN04 HIGH LF7TER W SHALL BE Ci,vsf_LE1) IN THE 70P OF EXUITING
CURB OR IMPRINTED IN NEW CUREI AT ALL WATER SERVICE CONNECRONa
15 AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL 13E 11Y.'ITALLED IN ACCORDANCE WITH TVWD STANDARD
DRAWINGS W-5 OR W-6 AIR' RFLEASE VALVES SHALL 81E INSTALi.10 AT ALL H1641 POINTS AND 1S_0W-0T`Ff,
AF ALL LOW POINFS IN THE ' - WA7ER LINE PROFILE FIRE HYDRAN7,3 CAN BE USFD IN LIEU OF A MANUAL AIR
RELFASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH POINT OR LOW POINTS IN THE PHOFILE.
BLOW -OFFS SHALL BL INSTALLED IN CONFORMANCE fO W-2
16, ALI. EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIFEW AND NOTES SHALL BE SUBMITTED TO
TVWD PRIOR TO CONNECTION,
17. WATER SYSTEM SHALL BE PRESSURE rESTFL) IN ACCORDANCE WITH STANDARD SPECIFICATIONS,
I& AIL VALVES, P?PINC, AND APPURTEMANCES SHALL BE DESION0 TO ME�7 OR F)GOTED THE SPFISFIF.D, PIPE
PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALI. VALVL�� PIPEIINES AND
APPURTENANCES SHAIL RE TESTED AT 1,25 TIMES THE MAXIMUM STA11C PRESSURE OF THE PIPELINE, WITH
THE FOTAL ROUNDF0 UP TO THE NEAREST 25 PSL VALVED SHALL BE CAPABLE OF WITHSTANDING DESIGN
PRESSURES IN A CLOSED POSIDON. TESTING SHALL BE PERFORME-D IN 7HE PRE3ENCF OF THE DISTRICT
INSPECTOR
19� CONTRACFOR SHALL DISINFECT ALL PIPFLINE',13 AND APPURTENANCES EITHER PRIOR TO OR A)7 -LR THEY HAVE
BEEN SUBJECTED TO HYDR051ATIC' ANO L[.--.AK,4GE TESTING, IHE METHOD OF DfShvf ECTING SHALL CONFORM
7-0 PROVISIONS OF AWW4 C-601 (LATEST). FHE CONCENTRATION OF THE DOSAGE APPLIED SHALL BE
PRIFEICRIBED BY THE DISTRICT AND SHALL BE AT LEAST 50 PPM AND IT SHALL NOT EXCEED 200 PPM,
CHIORINATED WAIER SHALL REMAIN IN THE PIPE LONG ENOUGH TO 0057ROY AU NON-SPORE-rORMING
RACTERIA (VIN, 24 HOURS),
,20, CONTRAC7OR SHALL FURNISH FHn-ICAL AND CHEMICAL IFST RESULTS FOR ALL FITCNGS IN ACCORDANCE TO
FVWO STANnARD SRECIFICATIONS.
21, ALL MATERIALS, TES77NG, AND INSPEC710N OF THE PIPE SHALL BE IN CONFORMITY WITH THE' RFOUiREMENTS
OF TVK) AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMLNTS OF THE ABOVE REFFRENCED
AGENCIES Will BE CAUSE FOR REJECTION,
2Z FIRE HYDRANT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SIANDARD DRAWINGS NOS, W- I AND W-3
OR W-4�
23, WATER LINE CONSTRUCTION SHALI BE 8 INCH (PVC, CML OR STFEL) IN ACC"ORDANCE WITH STANDARD
DRAWINGS NOS. W -1Z W-19, AND W-20 (FOR PVC PIPF) ANO W-22, W-23 AND W-26 THROUGH W-1?,
24� RESTRMN7S SHALL, BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH 7110VO S`IANDARD DRAWINGS NO,
W-19 AND W-22
APPROVED BY THE RIVERSME COUNTY FIRE DEPARTMENT
(FQR-0�F91'Fe HYDRANT LOCATMNS ONLY)
APPROVED BY- T E"-:
SEWER SYSTEM CERTIFICATION
I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TR 36826-4 IS IN ACCORDANCE W�Tq
THE SEWFR SYSTFM REQUIREVENTS Of' TEMESCAL VALLEY WATER DISTRICT AND THAT THE
DIS7RICT HAS PROGRAMMED A0EQUAFF CAPACITY TO TREAT T14E WASTES FROM THE PROPOSED)
SEAL --ENGINEER DFISGN BY"
RAW PRMARo by., Mug LR
IZI DRAWN BY,
Ta
CHECKED BY:
C, -iv# Er)gkmw*)g - Surveying - plon"'ng SCALE,
HO� 7573 6879 Airport Drive, Rivers�de, A 92504
EXP� 6-30-20 c AS NOTED
IeL(951) 688---02 1 4951) 88-0599 DATE
UNDIT THE
�E
LA TE RY WARK DESICRIPTION APPR, coelv, 04110119
ar
ENGINEER R F V I S 1 0 N S CIDUNTY I _ NUMBER�
I [JOB 87136
DATE
/4
M01399901mim
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
MONMENIAPON ANISIOR BENCHMARKS WHICH WIU, BE
DIS7URRF0 OR LILSTROYED BY CONSTRUCTION, SUCH
I�IOINT_S SHALI BE REFERENCED AND REPLM.'ED WITH
APPROPRIATE MONUMENFAVON BY A LICENSED iAN0
SURVEYOR OR A REGISTERED CIVIL ENGINFER AUTHORIZED
TO PRACTICE LAND SURVEYING A (,'ORNER RFCORD OF
SURVEY, AS APPRORR07E, SHALL BE FILLED BY 714E
LICEIVSED LANO SURVEYOR OR REGISTERED C111M ENGiNEER
AS REQUIRED BY THE LANO 5URVFn')R'S ACT,
r-01 �, � �
BASIS OF' BEARING IS NORTH SFrTION VNE OF
5AID SECTION 13 TAKEN AS NORTH 89*06'58�
LVE13 T ' AS SHOWN 81' TRACT MAP 30440-1 PER
M,B, 4061,30--3.2, RECORDS OF RIVERSIDE
COUNTY� rALIFORNIA
INSPECTION NO TF;
PERMITTEE MUST INFORM COUNTY (if
U
CONSTRUC170N SCHEDIAE AT LEAST 48 HO RS
PRK.JR 10 BEGINNING OF CON-57RUCTION,
PHONE, (951) 955-6,985 FOR PARC0, MAPs
AND FRACT MAPS.
FIRE HYDRANT COLOR CODING
FIRE HYDRANTS TO BE PAINTED PER NFPA 291 AND COUNTY
OF RIVERSIDE FIRE DEPARTMENT STANDARDS
PRESSUPE COLOR
1500 OR GREATER IDGHT RLIJE
1000- 1499 GREEN
500-999 0PANGE
I CERTIFY THAt' THE DES16N OF THE' WATER SYSTEM IN FR 36f326-4 IS IN ACCORD-ANC1 WITH
THE WATLR SYSTEM MA,37ER PLAN 10' TEMESCAL VALLEY WATER 01STRIC7 ANO THAT THE WATER
SERVICF ' ST091AGE AND DISTRIBUTION SYSTEM WILL BE ADrQUATE TO SUPPLY WAFER TO SAID
PROJECT THIS CERTIFICA7E DOES NOT CONSUrLITE A GUARANTEE TjjjS 1'r WILL SUPPLY KIA7ER [0
S41D P�O'JECT AT ANY SPECIFIC QUANTITIPS, FIOWE, OR PRUSuRF FOR FIRE- PPOTFCTiON OR
ANY OTHER PURPOSE CC
QWY R APP IqANT
FORESTAR TOSCANA DEVELOPMENT COMPANY
4590 MACARTHUR BLVEO SUITE 600
NEWPORT BfACH CA, 92660
=.1 177 1
emalp4ev,ffs
6879 AIRPORT DRAIF,"
RIVERSIDE, r4 9�'�1504
rELEPHONE: (951) 688 0241
rk,Y: (��_ 1) 688-0,5,99
AOVANCED GEOTECHNIrAL SOLL177ONS INC,
25109 JEFFERSON AVF, #220
MURRIFTA, CA 92562
TELEF'HONFE: (619) 70B--1649
Wv���
EXISTING LAND USE., VACANT
PROPOSED tAND OSE: RESIDENTIAL & OFIEN SPACE
EXISTING GENERAL PLAN 1AND USE., LDR, 03--C
PROPOSED GENEPAL PLAN LAND USE., 9DR, OS --C
EXt,13TING ZONING: Sk' (32 7)
PROPOSED ZONING', &P (327)
WATER: TEMESCAL VALLEY WATER OfSTRICT
SEWER: TEMESCAL VALLEY WATER DiSrRICT
FLECTRIC., SOUTHERN CALIFORNIA EVISON COMPANY
6AS ' - SOUTHERN CALIFORNIA EDISON COMPANY
TELEPHONE- AT&T, VERIZON
CABLE, 77ME WARNER
S FC T 10 N 1 , T, `-I S. R. 6 W
Is
L,,
CEMEX
MINES
C,
SYCAMORE.
,,, CREEK
Q__
qz, 7"IQ
)�J
WEETI-INER
MINES
S,
ViCINFFY MAP
LJ
NOT COUNTY MAINTAINED ROAD
TE
GENERAT MANACR DA -7- (Cl � X et
TEMESCAL VALLEEY WATER D67RICT
APPROVFD FOR CONSTRUCTION:
R�C1 DATF
NOTE: FACILITY LOCATION COORDINA7ED W/ PURVEYOR (Tvwz)).
PIFIE SLOPES ARE BASED ON TRUE' P�PE LENOTHS,
6ENCH_ MARK:, NGS... -71 A 77 )IL)( 55�) TRACT NO. 36826-4 I.R 1800,35 SHEE7 NO�
--A ------- jf�IC �L
170 FEET SOUTH CIF THE SOUTHKI�SST CORNFR Of COUNTY OF RIVERSIDE
COLDWA"ER WASH BR0GI, 97 FEE7 WEST OF THC WEST
EDGE OF CONCRETE PAVFMENT AND 2 FEET EAST OF THE SEWER AND WATER IMPROVEMENT PLAN
RIGHT OF WAY FEWCE, 'THE 8ENrH MARK IS A CALIFORNIA SCHEOULE "'A
DIV00N OF HIGHWAYS BRASS D1,SK IN 2 INCH IRON PIPE
AND CONCRETE S7AMPED --- RM- 71-A-,77---, TITLE SHEET
OF 9 SHEL7S
ELEV.: 1058.40 (NAVD88)
SCALE� FOR� FORESFAR WOT COUNTY
0 AS NOTED V,� AS NOrFD
T05(.,ANA DEVELOPMENT CO, 8736 FiLE, NO,
U.,\Pro lcts\FDREMOST Phase 2\Tract 368264\5cwer and Wc�ter\.36826-4 SWR 01-dwq
J(1
SEWER
1, CONTRACTOR SHALL FURNISH AND INSTALL ALI, FACILITIES IN ACCORDANCE WITH TFMESCAL VALLEY WATER
DISTRiC7 (TVWD) WATER SYSIFY FACILITY REQUIREMENTS, sTANnARD spcmncAr10Ns, AND I,;TANOAhD
DRAWINGS, TVW0 STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DIS7RIC7
OFFICE CONTRAC70R SHAii 13F �N POSSFSSION OF DISTRICTS SFIECIFICATIONS' AND STANDARD DRAWINCS
ON THE JOB SITE AT ALL TIMES.
2, ALL PERMITS REQUIRED BY LAW SHALI RE ACQUIRFI) 8Y THE APPLICANT OR F141SR CONTRACiOR AND ARE
MADF PART OF THE SPECIFICA TIONS.
THE DRAWINGS AND DATA HEREON HEREBY ARE MADE PA OF FHE SpRCIFICATIONS
1 RT
4, REIVISIONS WILL NOT BE' MADE TO THESE PLANS WIrNOUT 1HF. APPROVAL OF TVIVIL,
5, APPROVAL 01" THESE PLANS BY TVWD DOtS NOT CONSTFUTE A REPRESENTATION OF THE ACCUPACY Of
THE LOCATION OR EXISTENCE OR NON-EXISTENCF OF ANY' UNDERGROUND UTILITe. PIPE, OR STRUCTURE
W17HIN 7FIE LIMITS OF WORK,
& CONTRACTOR SHALL NOTIFY 1HE IVWD ONE' WFCK PRIOR TO STARTINC CONSTRUCTION,
7� THE' TVWD INSPECTOR SHALL BE FURNISHED THREE SEFS OF PROJECTS' DRAWINGS,
& rFIE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFTTY REQUIREMENTS,
9, THE CONTRAC70R SHALL SU80T TO 114E TvWD A SOILS REPORT BY A QUAVRED GEOTECHNICAL ENCINFER
WHICH CERTIFIES THA7 ALL TRENCH BACKFILI. WAS COMPACTED AS DIRECTED OT TFIF SOILS ENG!NFFR IN
ACCORDANCE WITH PROJECT SFECIrK'ATiONS AND P/Wo SPECIFICATIONS
I (I, EACH LOT SHALL PE SFRIVICEC� WITH A FOUR (4) -INCH SEWER LATERAL SET AT A 0NIMUM GRADF., OF
2.07. WITH A 0NIMUM INVERT DEPTH OF 5�O FFET BELOW THE BOTTOM OF IHE CURB AT THE PROPERTY
LINF, UNLESS OTHERWISE APPROVED 8Y THE 'TVWD-
17. ALL LATEP64LS SHALL BE LOrATED AS SHOWN ON THE- DRAWINGS, ADJUSTED UNDER �nw) INSPECTION TO
CLEAR DRIVEWAY'-,,' AND OFHER IMPROVEMEN75, LATERALS SHALL BE F04JR (4.) -INCH MINIMUM DIAMF:TER
UNLESS OTHERWISE NOTED ON THF DRAWIN63- ALL LATFRAIS SHALL HAVE A CLEAN OUT IN ACCOROANCE
W1714 STANDARD DRAWINGS NO. S-9 AND S -30 LATERALS SHALI BE INSTALLED IN AG'CORDANCE WITH
T'VWD STANDARD DRAWINGS NOS, 3-4, S--5, S -R, ANO S-7.
12, OF CONCRI77 IS NOT PERMITTED
11 ALI. CONCRrTE TESTINC RFQUiRED BY THE 711AID WILL BE AT THE' EXPENSE OF THE CONTRACTOR
14, THE CONTRACTOR SHALL SECURE APPROVAL FROM THE 7VWD INSPECTOR PRIOR TO 6ACKr1LIJNG OVER ANY
SEWER PIPE OR WYE,
15, ALL SEWER LATERALS AND MAINS SHALL OF TESTED BY 'AIR TEST METHOD' Ai'TER CONSTRUCTION AS
9"ECIFIED BY TNE T/WD SPECIF;CATIONS
16. ALL ACCESS HOLES (MAN HOLE�C) SHAII BE' TESTED PY "VACUUM TESTS' As SPFCIFIErT IN TIIE wwo
S7ANDARD SPErIF1L'.ATK)N5,
IS CONTRACTOR SHALL PROWDE WRITTEN NOTIFICARON REQIJE�RNC A SYSTEM SHUIDOWN FOR CONNECTION
TO EXI`37ING ISYSTEM, S411) NOTIFICATION 3HALL BF OF THRLE WEEKS PRIOR TO SAID SHUTDOWN F0 THIT
TVK) DISTRIrT ENGINEER
18, CONTRACTOR SHALL DE'SIGNATE A OUALIFIED SUPEPINTENDEN1 WITH FULL AUTHORITY TO ACI ON BEHAIJ
OF' THE CONTRACTOR. SAID SUPFRINTENDENT RE ON THE JOB SUE AT ALL TIMES.
19, CON7RACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY ROA0 DFPARTMENT JkjR1SD1c7?0N IN
ACCOROANCE WITH ALL REQUIREMEN75 OF WI) Of-PARIMENT INCLUDING IR417FIC' CON7ROL, PAVEMENT
REMOVAL, TEMPORAPY PAVEMENT (iNCTLIDING- RATE MATER14.) AND TEMPOR4RY ANP PERMANESIT TRAFFIC
S7RIPPING.
20 ALL. MATERALS, TESTING, AND INS.PECTiON OF rHE SEWER SHN1 8F IN CONFORMITY WITH THE'
REQUIREMENTS OF n1WO AND RIVERSIDE COUNTY S7ANCIARDS, FAI01RIF TO MFt7 ANY REQUIREMENT5 OF
THE ABOVE, REFER010ED AGENCIES WILL 8L CAUSE FOR REJECTION
2t SEWER SHALL BE 8' INCH PVC (3DR 35) OR 8- INCH PVC C900 OR C905 (REQUIRE'D FOR Sf.�WER
DEPTH>15 FEET) IN ACCORDANCE WITH TVWV SPECIFICATIONS ANtO SrANDARI)S.
22� FORCE. MA�NS SHALL BE. 8' INCH PVC IN ACCORDANCE WITH TVWD SPECIFICATKIN!'�� AND STANDARDS
(PROVIDE r0RrF MAfN DIAME7)?, C900 OR C905, AND PNPF CLASS 200 OR CRIGITE-R).
2J, STANDARD MANHOLFS SHALL BF CON'57RUCTED IN ACCORDANCE WITH 7VWD SPISIrICATIONS AND STANDARD
DRAWINGS NO, S-12- TERMINUS 7YPE MAN1401ES SHALL BE CONSTROCTLO IN ACCORDANCE WITH TVWD
STANDARD DRAWINO NO. S-13,
24� STANDARD MANHOLE, �71'01,ERS SHALL BE CONSTRUCTED IN ACCORDANrF WITH TVWD STANDARD DRAWING No.
21
<,D
S-14 AND S75� IN UPAVED AREAS LO(,KING TYPE MANHOLE COVERS SHA11 PE CONSTRUCTED IN
ACCORDANCE W1711 TVAID STANDARD DRAWING NO, S-17
Co
25� SFW -,-R BEDDING, BACKPLL, CAPS, AND FN(SISEYENT. CAPS SHALL BE IN ACC'ORDANCE WiTH nW
STANDAP4.) DRAWING NO S-1, S-1, AND 3-3,
2 6, CONTRACTOR 5HALL PROODE AND BEAR THE TOTAL COST Or CL.05ED CIRCUIT WC)E0 1IIOS,EcTfoN OF ALL
NEW INSTALLED P�PELINFS UNI.FSF, OTHFRWISE DIRFCTED PY THE DISTRICT WSPECTOR,
cr
27 PPIOR TO POURING OF MANHOLE RACE, CONTRACTOR SHALL INSTA�L A MANHOLE ADAPTER MADE BY GPK
PRODUrTS, INC FOR ALL INLET(C) AND OUTLET AT THE PROPER GRADE Am,11 01PECTION,
28. EACH MANHOLE SHAIL RE VACUUM TESTEV IMMEDIATLLY AFrER A,5�3'LMBLY AND PRIOR TO DACKFIL. NG 3'
ly
THE CONTRACTOR. AFTER THE CONTRACPSR COMPLETES RACKFLILING AND PPIOR TO ACCEPTANCE RY THE
Zy_
DISTRICT EACH MANHOLE SHAIL BE RE -TESTED iN PRESENCE OF D -IF DISTPuCT INSPECFOR
29, NO GROUT SHALL 6E PLACEV IN THE HOR0)NTAL dows OLFORE TFESTING.
cr
30. A VACUUM OF 10 INCHES Or MERCURY SHALL BE DRAWN AND THE PUMP SHU7 OFF, WITH ALL VALVES
CLOSED, THE MANHOLE SHALL HOLD 10 INCHES OF MERCURY FOR 60 SFCONDS,
3V IF THE MANHOIE FAILS THE iNITIAL TFST NFcIESSARY RF--PAIRs, sHALL BE MADE WiFH A NON-ShIRINK
s (I E i
GROU7 10 PIE OUTSIDE WHILE THE VACUUM IS STILL BEING DRAWN, RETESTING HALL PKC hD I NIX A
SATISFACTORY TEST IN 08TAIN0
J2, MA14PIOLE DIAMFTFPS SHALL RIF 48- INCH FOR SEWER FNAA67ER 24--INrH AND SMALLER AND 60-iNCH
FOR SEWER PIPE' VIAMEIER 27-INCh AND LARCER AND fOR AL1. MANHOLES WNTH A DEITH OF 12--Fff7
OR MORE� 36- fNCH rONE SHALL BE, USE -D W?TH A 60 --INCH MANHOt E,
Liu
3J, FOR I ) ALL NEW' MANHOLES ON SEWER DIAMETERS 15-4NICHES OR GR&ITER 2) ALL NEW MANHcus
Q)
WHERE UPSTREAM SEWER SLOPE IS 5Z OR GRE47ER J) AIL MANHOLrS WITHIN 1000 FEET OF A
:z-
FORCEMAIN DISCHARGE AND 4) EXISTING MANHISLET', WITH NEW CONNECTIONS SHALL BE PROVIDED WITH
INTECRALLY LOCKING PVC OR P01,Y(JRETHANF PROTECTIVE LINING SYSTRY PER 517CTION 500-S OF THE
GREENROOK,
CL
-tr
CL
w whan below.
Q-11 betom you
THE PRIVATE EhiGiNEFR SIGNING THE,5E PtANS IS
PESPONSIBLE FOR ASSURING 7HE ACrLARACY AND
ACCEPTARiLITY OF' THE VESION HEREON, W THE
FI�EN7 OF DSCREPANCtES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHAIL, FE RESPONSIBLE FOR DETERMINING
AN ACCEPTABLE SOLUTIO(N AND REVISING THE PLANS
FOR APPROVAL BY THE COUNT�,
WORK CONOiNED WITHW THESE PLANS SHALL NOT
C(.)A4MFNCL" UNTIL AN ENCROArHMENT PERMil
ANDIOR A GRADING PERMIT K4S SEFN ISSUED
IN THE COUN7Y OF RIVE.-R,31DE, STATE7 OF CALIF01MA
SEWER &' WATER IMPROVEMENT PLANS
TRAC3"T r"40'. 368-�,26-4
NON -POTABLE WATER NOTES.
1, CONTRACTOR SHALL FURNISH AND INSTAt�' ALL FA(,YLITIES IN ACCORDANCE WITH TEMESCAL VALLEY WA7E R
niSTRICT (rVWD) WATER SYSTEM F�40L/Ty R17QUIR17MENTS, STANDARD .3PFCIRCAPONS AND STANDARD
DRAWINGS. APWD STANDARD SPECIFICATIONS AND S7ANDARD DRAWINGS ARE AVAILAULE AT THE 00RIC7
0MCE CONTRACTOR SHALL BE IN PO:,�SESSION OF DISTRICT3 SPFCIFICATIONS AND STANDARD DRAWINGS
ON THE j06 SITL AT ALL TIMES,
2, Ai,L. PERMITS REQUIREV BY 1AW SHALL. BE ACQUIRED BY IHE APPLICANT OR THEIR CONTRACTOR AND ARE,
MADF PART OF THF SPErIFICATiONS.
,1 THF DRAWINGS AND DATA HFRFON ARE HERERY MARE PART OF THE SPECIFICATIONS,
4, RE -VISIONS WILi NO 81' MADE TO 94734' PIANS 107HOUT THE APPROVAL OF TVW,)
5 APPROVAL OF THESE PIANS BY' TVWfj DISTRICT DOES N07 CONSTFUTE A REPRESENTAPON Or THE
ACCURACY OF THE LOCATION CR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR
STROCTURE WITHIN THF LIMITS OF WORK
6, TIIF CONTRACTOR SHAII NOTIFY THE 714YI) DiSTRIrT ENGINFER A mimmum or ovr (i) WEEK PRIOR ro
BEGINNING WORK SO THAT INSPEC71ON CAN HE ARRANC0 AND PROVIDED,
7, THE TVWD iNSPECTOR SHALL BE FORWISHEV THREE SETS OF PROJECT DRAWINGV1,
& THE' CONTRACTOR 5RALL (,'ONFORM TO CURRENT CAL. --OSHA SAFETY REQUIREMENT5,
9, IF REQUIRED BY 11,?M1D, 7HE CONTRACTOR SHALL SUBA41T rO THE TVW0 A SOILS REPORT 13Y A 00ALIFIED
GROTFC,'HNICAL rNGINFER W141CH CFRTIFIFS, THAT ALL TRENCH RACKFILL WAS COMPACTED AS DlPvE(,,TE-D BY
THE SOILS ENGINFLR IN ACCORDANCE WITP PPOIFC7 SPECIFICATIONS, ILWD SPECIFICATIONS AND COUN7y
OF RIVFr?,YDF REQUIREMEKS,
10, JOB-MiXING OF CONCRETF IS NOT PFRM177D,
11, ALI, CONCRFTE TESTING- RFL?IJ1RrD BY THE' TVW,) WILL IRE AT THF EXPEN,13F OF THF CONTRACTOR,
12� CONTRACTOR SHALt PROVIDE WRITTEN NOTIF7CATION REQUE-371NG A SYSTEM SHUTDOWN FOR (,'ONNFC,71()Ns
To EXISTING SYSTEM, SAID NOTIFICATION SHALL BE' MADE A MINIMUM OF THRET WEEKS PRIOR 70 SA0
SHOIDOWN TO THE Twi) nismm ENGINFET,?.
13 ALL CONNECTIONS OR TIF -INS TO THI: EXISTING' FA(SLII"IES REQUIRING SYSTEM SHUTDOWN AND DRAINING
OF 7HL EXISrING FACILITIES SHALL BE PONE A'� INGHT oR AS APPROVED BY THE DISTRICr
14, AIR VACUUM AND AIR RELEASE ASSE."MULIES SHALL RE INSTALLED IN ACCORDANCE WITH TVWD STANDARD
DRAWINGS W-5 OR W-6 AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POPO's AND BLOWOFFS
AL ALL LOW POINTS IN THE W147ER LINE PROFILE. FIRE HYDRAN"Es CAN BE USED IN LiEu OF A MANUAL
AIR RELEASE OR 13LOW-01-F WHEN LOGAFED NEAR THE HIGH POINT OR LOW POIN'[S IN FF?E PROFiLE.
ULOWOFFS SHALL BE INSTALLED IN CONFORMANCE TO W---2,
15 ALL EXISTING' FACILIPIES 30 BE TIED INTO SHALL FIE' FIELD VERIFIED AND NOTES' SHALL RF SUBMITTED To
THE DISTRICT PRIOR 10 r,'ONNECDON
16, NON -POTABLE WATER SYSTCM SHALL IIF PRESSURE TESTED IN ACCORDANCE WITH SFANOARO
SPECIFICATIONS,
I F ALL VAI DEC, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEF7 OR EXCEED THE, SPECIFIFO PIPE
PRESSURr e,�'LASS SHOWN ON 1HE, PLAN PROf ILE SHEET5 IN ADDITION, ALI, VALVES, PIPELINfEs AND
APPORTENANCES SHALL BE TESTED A7 L25 TIMES THE MAXIMUM STATIC PRESSURE OF THE PIPELINE, WITH
THF TOTAL, ROUND0 UP 10 THE NEAREST 25 PSI, VAIVE� SHALL BE CAPABLE OF WITHSTANDING DESIGN
PRESSURFS IN A CLOSED POS�TION. 7EST�NC SHALL BF PERFORMIED IN THE PRESENCE OF THE DISTRIC7
fNSPEC'FOR
18, CONTRACTOR ',"",HALL FURNISH PHYSWCAI, ANO CHEMICAL TEST RE.-SULFS FOR ALL FITDNGS IN ACCORDANCE
TO TVWD STANDARV SPFCIFICAPONS.
19, All MATERIALS, TEST/Nr AND INSPECTION OF THE PIPE SHALL PE IN CONFORMITY WITH THE RF._Qb11RFVE_NO:
OF TVA(9, RIVERSIVE COUNTY, AND THE AWWA S`IANOAROS. rAILURE TO METT ANY REQUIRLMENI'S OF THE
A60VE REF�RFNCF AGENCIFS WRL BE CAUSE R)R RFIFCTION
20� NON-POTARIF WATER UNE CONSTRUCRON SHALL BF 6 IN DiP OR PVC AS NOTED ON PL4,Ns IN
ACCORDANCE WITH AWWA S7ANDARDS AND TEMESCAL VALLEY WATEH DISTRICT STANDARD DRAWINGS W-17,
W- 19 PIPE) AND W--22, W-23, AND W-26 THROUGH W 3Z
AND W-20 (FOR PVC
21, RESTRAINTS SHALL BE USED WITH THRUS" BLOCKS IN ACCORDANCE' WITH JVWD STANDIRD DRAWINGS W- 19
AND W- 22.
22, NON -POTABLE WATER PIPE AND BLOW OFFS SHALI BE PORPLE PVC� MARKED AS REQ1JIRED BY TVWD
SPECIFICATIONS 70 IDENTIFY IT AS NON POTABLE (RFCLAIMELI) WATER, IF DIP IS USED IT MUST BE
MARKED WITH PURPLE MARKING TAPE.
23, ALL I -INCH AND 2 -INCH COPPER SFRVICES' AND AIR VAC' & AiR RFLEASF ASSF-URUES SHALL BE
WRAPPED CONDN(IOUSLY W011 PURPLE MARKING TAPE.
GENERAL NOTES:
1, AF LEAST 48 HOURS BEFORE COMMENCING' ANY FXCAVATION, CONTRACTOR SHALL REOVIEST UNDERGROUND
SERVICE ALERT (I -800-227-260Q) AND N0N--MFM8ER COMPANIES, OR UTILITIES, TO MARK OR
ODIERKSE INDICATE 7HE LDATIONIS) Of" THEIR SUBSURFACE FACIUVES INCLUDING, BUT NOT LIMITED TO,
STRUCTURES 11ACU)DINO VAIILT.,'�, MAIN CONDUCTORS OR COND0TS, AND SFPVICE CONNECTIONS,
2, PRIOR TO CONSTRUCTION, CONTRACTOR SHALL, EXPOSF FXISTING FACILITIES AT PROPOSED CONNECTIONS
AND ROSSINGS AND VEPIFY ELEVAPONS, LOCAPONS AND SIZF OF EXISTING FACILITILS,
,1 CONTRACTOR SHALL NOT INTE,71TRUPT' OR DISTURB ANY U71LIFY FACILITY WITHOUT AUTHORITY FROM THE
UTILITY, WHERE PROTEC170N IF, REQUIRED TO ENSURE INTEGRITY OF' U770TY FACRiTIrS (INCLUDIND,
DISTRICT-OWNIEL) UTILITIES), CONIRACTOR SHALL FURNISH AND P1_4CF ALL NECESSARY PROTECTION,
4 WHFI4FVER A WA TERI !NF ENCOUNTERS) A STORM DRAIN PIPE OR OTHER 06STR UCTON AND CRO SING OVER
THE OEISFRUCTION WILL RESUL7 IN LESS THAN 42 INCHES OF COVER 'OVER THE 70P OF THE' WATER THE
WATERONE SHIALL CROSS, UNDER THE ORSTRUCTION WiTH A M0MUM CLFARANCE OF 12 INCHES,
5� SEPARATION BETWFEN SEWER AND VIATER 3HALL CONFORY TO RIVEF61OF COUNTY S7ANDARD N(L 817 AND
F
�VWD SEWER AND AAIER SYSTEM FA00TY REQUIREMENTS,
6 ALI. MAIFRIALS USED AND INSTALLATION SHALL CONFORM 70 RIVERSIDE COUNTY STANDARDS AND
SPECIFICATIONS ORDINANCE 461, THE AMFRICAN WATER WORKS ASSOCIA770N (AWWA), AND DISTRICT
STANDARDS,
7. REFER TO RIVERSIDE COUNIY STANDARD NO, 818 FOR TRENCH REPAiR.
8, SEPARATION REQUIREMENTS BETWEEN SEWER AND WATFR LINES SHAiL CONFORM TO STATE' HEALTH CODE
STANDAROS.
9, GEr AN 04CROACHYFNT PERMIT FROM RIVERSIDE COUNTY TRANSPORTATION ITEPT (,951,)955--6790
WATER NOTES.
1, CONTRACTOR 5401.1. FURNISH AND iNSTALL ALL FACILITIfS IN ACCORDANCE WITH VALiL1-_y WATER
DIS71WCT (7VWD) WATER SYSTEM FACILITY RFQUiREMEN_!S, STANDARD SPECIFICA TIONS, AND STANDARD
DRAWINGS, TVWD SrANDARD SPECIFICATIONS AND S7ANDARD DRAWINCS ARE AVAIbIBLE A7 THE DiSTPdCT
OFFICE. CONFRACTOR SHALL BE IN POSSESSION Of' DISTRICT'S SPECIFK,ATIONS AND STANDARD DRAWINGS'
ON THE JOB SITE AT ALL TIMES,
2, ALL PERMITS RFQ(JIRED BY LAW ShAil. BF ACQUIRED &Y T14E APPLICANT OR TPIE0 CONTRACTOR AND ARE
MADE PART OF THE SPECIFICATIONS.
3, THE DRAWINGS AND DAFA HFREON ARE HEREBY MADE PART Of" THE SPE-ClIFICATIONS.
4, HEOSIONS WILL NOr BE MADE TO THFSE PLANS WITHOUT THE APPROVAL Of' TVWD,
5, APPROVAL OF THESE PLANS BY D/WD DOES NOT CONSTITUTE, A REPRESENTATION OF THE ACCURACY OF
THE LOCATION OR EYISTENCE OR NON--EXiSTENCE OF ANY UNDERGROUND UTTILITY� RIPE, OR STRUC7URF
WHI-iJIN 'INE LIMITS OF WORK,
6. THE C0NTR4CT()R SHAtL NOTIFY 1HE rVW0 DISTRICT ENGINEER A MiNIMLIM OF ONE (1) WEEK PRIOR TO,
19F(WIANING WORK SO THAT iNSPECrIONS CAN BE_ ARRANC,170 AND PROVID0.
Z THE 7VWD INSPErTOR SHALL BE 1`11RIVISHED THREE SETS OF PROIR.7 DRAWINGS.
8� THE CONTRACTOR SHALL CONFORM TO CURRENT CAL--0SHA SAFFTY RFQIJlRFMFNT3,,
9. THE CONTRACrOR SHALL SUBMIT TO THE 711WO A S011S REPORT BY A QUALIFIE,"D GEOTECHNICAL ENCINEFR
WHICH CER77FIES THAT ALL TRENI�'l BAGKFILL WAS COMPAC7FD AS DhRECrED BY THE SOILS ENGINEER IN
ACCOPOAN(11F WITH PROJECT SPECIFICATIONS AND ri/WD SPECIFICATinNs,
10. JOB --MIXING OF CONCRETE LS NOT PERMiTTED.
11, ALL (,'ONCRFTE TESTING REQ0IRLD BY 7VW0 WILL HE AT THE EXPEK")E OF THE CONTRACTOR,
1Z CONTRACTOR SHALL PROVIDE WIW17EN NOTIFICATION REQUESrING A SI(YIE&I 13HUFDOWN FOR CONNECTONS
TO FXISTING SYSTEM, SAiD NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WErKS PRIOR TO S;Alf)
SHIVTDOWN 10 HIE T'vW0 DISTRICT ENGiNFER,
13, ALL CONNECTIONS OR TIE-INS TO 7HF EXISTING FACIVUES REQUIRING SYSTEM SHUTDOWN AND DRAINING
Of THE EXI-57ING FACILRIES SHALL BE DONE AT NIGHT OP AS APPPOVED BY 7VW0
14� EACH LOT SHALL BE SERVICED W17H A MINIMUM ONE (1) INCH COPPER LATERAL WUH METER AND BACK
FLOW PROTECTION DF-WrE. A 314--IN04 HIGH LF7TER W SHALL BE Ci,vsf_LE1) IN THE 70P OF EXUITING
CURB OR IMPRINTED IN NEW CUREI AT ALL WATER SERVICE CONNECRONa
15 AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL 13E 11Y.'ITALLED IN ACCORDANCE WITH TVWD STANDARD
DRAWINGS W-5 OR W-6 AIR' RFLEASE VALVES SHALL 81E INSTALi.10 AT ALL H1641 POINTS AND 1S_0W-0T`Ff,
AF ALL LOW POINFS IN THE ' - WA7ER LINE PROFILE FIRE HYDRAN7,3 CAN BE USFD IN LIEU OF A MANUAL AIR
RELFASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH POINT OR LOW POINTS IN THE PHOFILE.
BLOW -OFFS SHALL BL INSTALLED IN CONFORMANCE fO W-2
16, ALI. EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIFEW AND NOTES SHALL BE SUBMITTED TO
TVWD PRIOR TO CONNECTION,
17. WATER SYSTEM SHALL BE PRESSURE rESTFL) IN ACCORDANCE WITH STANDARD SPECIFICATIONS,
I& AIL VALVES, P?PINC, AND APPURTEMANCES SHALL BE DESION0 TO ME�7 OR F)GOTED THE SPFISFIF.D, PIPE
PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALI. VALVL�� PIPEIINES AND
APPURTENANCES SHAIL RE TESTED AT 1,25 TIMES THE MAXIMUM STA11C PRESSURE OF THE PIPELINE, WITH
THE FOTAL ROUNDF0 UP TO THE NEAREST 25 PSL VALVED SHALL BE CAPABLE OF WITHSTANDING DESIGN
PRESSURES IN A CLOSED POSIDON. TESTING SHALL BE PERFORME-D IN 7HE PRE3ENCF OF THE DISTRICT
INSPECTOR
19� CONTRACFOR SHALL DISINFECT ALL PIPFLINE',13 AND APPURTENANCES EITHER PRIOR TO OR A)7 -LR THEY HAVE
BEEN SUBJECTED TO HYDR051ATIC' ANO L[.--.AK,4GE TESTING, IHE METHOD OF DfShvf ECTING SHALL CONFORM
7-0 PROVISIONS OF AWW4 C-601 (LATEST). FHE CONCENTRATION OF THE DOSAGE APPLIED SHALL BE
PRIFEICRIBED BY THE DISTRICT AND SHALL BE AT LEAST 50 PPM AND IT SHALL NOT EXCEED 200 PPM,
CHIORINATED WAIER SHALL REMAIN IN THE PIPE LONG ENOUGH TO 0057ROY AU NON-SPORE-rORMING
RACTERIA (VIN, 24 HOURS),
,20, CONTRAC7OR SHALL FURNISH FHn-ICAL AND CHEMICAL IFST RESULTS FOR ALL FITCNGS IN ACCORDANCE TO
FVWO STANnARD SRECIFICATIONS.
21, ALL MATERIALS, TES77NG, AND INSPEC710N OF THE PIPE SHALL BE IN CONFORMITY WITH THE' RFOUiREMENTS
OF TVK) AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMLNTS OF THE ABOVE REFFRENCED
AGENCIES Will BE CAUSE FOR REJECTION,
2Z FIRE HYDRANT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SIANDARD DRAWINGS NOS, W- I AND W-3
OR W-4�
23, WATER LINE CONSTRUCTION SHALI BE 8 INCH (PVC, CML OR STFEL) IN ACC"ORDANCE WITH STANDARD
DRAWINGS NOS. W -1Z W-19, AND W-20 (FOR PVC PIPF) ANO W-22, W-23 AND W-26 THROUGH W-1?,
24� RESTRMN7S SHALL, BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH 7110VO S`IANDARD DRAWINGS NO,
W-19 AND W-22
APPROVED BY THE RIVERSME COUNTY FIRE DEPARTMENT
(FQR-0�F91'Fe HYDRANT LOCATMNS ONLY)
APPROVED BY- T E"-:
SEWER SYSTEM CERTIFICATION
I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TR 36826-4 IS IN ACCORDANCE W�Tq
THE SEWFR SYSTFM REQUIREVENTS Of' TEMESCAL VALLEY WATER DISTRICT AND THAT THE
DIS7RICT HAS PROGRAMMED A0EQUAFF CAPACITY TO TREAT T14E WASTES FROM THE PROPOSED)
SEAL --ENGINEER DFISGN BY"
RAW PRMARo by., Mug LR
IZI DRAWN BY,
Ta
CHECKED BY:
C, -iv# Er)gkmw*)g - Surveying - plon"'ng SCALE,
HO� 7573 6879 Airport Drive, Rivers�de, A 92504
EXP� 6-30-20 c AS NOTED
IeL(951) 688---02 1 4951) 88-0599 DATE
UNDIT THE
�E
LA TE RY WARK DESICRIPTION APPR, coelv, 04110119
ar
ENGINEER R F V I S 1 0 N S CIDUNTY I _ NUMBER�
I [JOB 87136
DATE
/4
M01399901mim
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
MONMENIAPON ANISIOR BENCHMARKS WHICH WIU, BE
DIS7URRF0 OR LILSTROYED BY CONSTRUCTION, SUCH
I�IOINT_S SHALI BE REFERENCED AND REPLM.'ED WITH
APPROPRIATE MONUMENFAVON BY A LICENSED iAN0
SURVEYOR OR A REGISTERED CIVIL ENGINFER AUTHORIZED
TO PRACTICE LAND SURVEYING A (,'ORNER RFCORD OF
SURVEY, AS APPRORR07E, SHALL BE FILLED BY 714E
LICEIVSED LANO SURVEYOR OR REGISTERED C111M ENGiNEER
AS REQUIRED BY THE LANO 5URVFn')R'S ACT,
r-01 �, � �
BASIS OF' BEARING IS NORTH SFrTION VNE OF
5AID SECTION 13 TAKEN AS NORTH 89*06'58�
LVE13 T ' AS SHOWN 81' TRACT MAP 30440-1 PER
M,B, 4061,30--3.2, RECORDS OF RIVERSIDE
COUNTY� rALIFORNIA
INSPECTION NO TF;
PERMITTEE MUST INFORM COUNTY (if
U
CONSTRUC170N SCHEDIAE AT LEAST 48 HO RS
PRK.JR 10 BEGINNING OF CON-57RUCTION,
PHONE, (951) 955-6,985 FOR PARC0, MAPs
AND FRACT MAPS.
FIRE HYDRANT COLOR CODING
FIRE HYDRANTS TO BE PAINTED PER NFPA 291 AND COUNTY
OF RIVERSIDE FIRE DEPARTMENT STANDARDS
PRESSUPE COLOR
1500 OR GREATER IDGHT RLIJE
1000- 1499 GREEN
500-999 0PANGE
I CERTIFY THAt' THE DES16N OF THE' WATER SYSTEM IN FR 36f326-4 IS IN ACCORD-ANC1 WITH
THE WATLR SYSTEM MA,37ER PLAN 10' TEMESCAL VALLEY WATER 01STRIC7 ANO THAT THE WATER
SERVICF ' ST091AGE AND DISTRIBUTION SYSTEM WILL BE ADrQUATE TO SUPPLY WAFER TO SAID
PROJECT THIS CERTIFICA7E DOES NOT CONSUrLITE A GUARANTEE TjjjS 1'r WILL SUPPLY KIA7ER [0
S41D P�O'JECT AT ANY SPECIFIC QUANTITIPS, FIOWE, OR PRUSuRF FOR FIRE- PPOTFCTiON OR
ANY OTHER PURPOSE CC
QWY R APP IqANT
FORESTAR TOSCANA DEVELOPMENT COMPANY
4590 MACARTHUR BLVEO SUITE 600
NEWPORT BfACH CA, 92660
=.1 177 1
emalp4ev,ffs
6879 AIRPORT DRAIF,"
RIVERSIDE, r4 9�'�1504
rELEPHONE: (951) 688 0241
rk,Y: (��_ 1) 688-0,5,99
AOVANCED GEOTECHNIrAL SOLL177ONS INC,
25109 JEFFERSON AVF, #220
MURRIFTA, CA 92562
TELEF'HONFE: (619) 70B--1649
Wv���
EXISTING LAND USE., VACANT
PROPOSED tAND OSE: RESIDENTIAL & OFIEN SPACE
EXISTING GENERAL PLAN 1AND USE., LDR, 03--C
PROPOSED GENEPAL PLAN LAND USE., 9DR, OS --C
EXt,13TING ZONING: Sk' (32 7)
PROPOSED ZONING', &P (327)
WATER: TEMESCAL VALLEY WATER OfSTRICT
SEWER: TEMESCAL VALLEY WATER DiSrRICT
FLECTRIC., SOUTHERN CALIFORNIA EVISON COMPANY
6AS ' - SOUTHERN CALIFORNIA EDISON COMPANY
TELEPHONE- AT&T, VERIZON
CABLE, 77ME WARNER
S FC T 10 N 1 , T, `-I S. R. 6 W
Is
L,,
CEMEX
MINES
C,
SYCAMORE.
,,, CREEK
Q__
qz, 7"IQ
)�J
WEETI-INER
MINES
S,
ViCINFFY MAP
LJ
NOT COUNTY MAINTAINED ROAD
TE
GENERAT MANACR DA -7- (Cl � X et
TEMESCAL VALLEEY WATER D67RICT
APPROVFD FOR CONSTRUCTION:
R�C1 DATF
NOTE: FACILITY LOCATION COORDINA7ED W/ PURVEYOR (Tvwz)).
PIFIE SLOPES ARE BASED ON TRUE' P�PE LENOTHS,
6ENCH_ MARK:, NGS... -71 A 77 )IL)( 55�) TRACT NO. 36826-4 I.R 1800,35 SHEE7 NO�
--A ------- jf�IC �L
170 FEET SOUTH CIF THE SOUTHKI�SST CORNFR Of COUNTY OF RIVERSIDE
COLDWA"ER WASH BR0GI, 97 FEE7 WEST OF THC WEST
EDGE OF CONCRETE PAVFMENT AND 2 FEET EAST OF THE SEWER AND WATER IMPROVEMENT PLAN
RIGHT OF WAY FEWCE, 'THE 8ENrH MARK IS A CALIFORNIA SCHEOULE "'A
DIV00N OF HIGHWAYS BRASS D1,SK IN 2 INCH IRON PIPE
AND CONCRETE S7AMPED --- RM- 71-A-,77---, TITLE SHEET
OF 9 SHEL7S
ELEV.: 1058.40 (NAVD88)
SCALE� FOR� FORESFAR WOT COUNTY
0 AS NOTED V,� AS NOrFD
T05(.,ANA DEVELOPMENT CO, 8736 FiLE, NO,
U.,\Pro lcts\FDREMOST Phase 2\Tract 368264\5cwer and Wc�ter\.36826-4 SWR 01-dwq
J(1
SEWER CONSTRUCTION NOTES
IMSTALL
QUANTITIES
cl)
CONSTRUCT 8' PVC ',-,l)R-35 3EWER PFF, 7VWr) STP DWG� No, �s, -
...... ---- ......
26J4 11
02
REMOVF TEMPORARY ENL) -CAP AND JOIN E)OSTING ........... .....
......... ......
3 EA
03
CV4SIRUCT 4' MANHOLE PER 7 STD, DW6, NO'S S-- 12, S- 13
S- .............a,...
16 EA
4)
INSTAU. 4' SEWED IATrRAI rlf.-I? TVWD STD. NO, S-4 --- ... ........
--- ...... ...... ..
87 EA
105
CONS7RUff 5* MANHOLE PER TVWD SSE) DWC, NO'S 5-12 A, S-14...
..... -- ....... - ...... ........
2 EA
oINSTALL
BACKFIOW VALVE AS-13FMR1 Y PFR 111K) 37), DWC', No.
......,-_<^..
65 FA
I
* THE QUANTMES SHOWN HEREON FOR BONDING INFORMATION ONLY,
THE CONTRACTOR 15 TO
REMOVE
TEMFIC)RAR)" CONSFRUCTION END CAP, 10IN EX)STING .............. .......... ........... - ......
CONSTRUCT PROJITC7 PER TETE SE PLANS AND SUBMIT 811 8ASED ON
THEIR OWN QUANTITY 'rAKE
Fi
INSTAII
OFF-
3
EA
AOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES QUANTITIES
ol
IMSTALL
8' bilk PVC, CLASS 235 C-900WAIT-�& MAIN PER 7VINE) SFC. OCT, NO, W-17 ............... -
2725
LF
02
INSTALL
R' DVI E VALVE ASSEMBLY PER TliWD STH DWG. NO. W-25--.- ............. ........... ......
4
EA
C3)
INSTALL
2" AIF; VAC PER TVWD STD. D4(3- NO, W-6 ...... ....... ........
3
EA
(4
)
INSTAIJ
P7)(8'X8' F1,G'D DOC71LE IRON #F(-.... e..« ..... .. ........ ........
2
EA
c!)
RESTRAIN XINTS ANO INS7ALL 7HRUST [FLOCKS FIER TVAID STO, CS C«. NO'S W-19 ek W-22
PROPOSED
7V
of,
INSTALL
R' ,VCT® DUCTILE IRON FlRow-- ...... --- ................. .. - ......
I
EA
0!
REMOVE
TEMFIC)RAR)" CONSFRUCTION END CAP, 10IN EX)STING .............. .......... ........... - ......
3
EA
Fi
INSTAII
8' DUCTiLF IRON END CAF . .........<, »a.« <....»...............°........<_... «. .e.,.,..«..«.................«,.., .. --,
3
EA
TT
CONSTRUCT
FIRE HYDRANT ASSEMBLY PER 7VWD STP. OWC, NO, W-4---- ..... - ..................--..««,«,x.,
8
E4
cl �))
INSTAI I
BLUE RE-TRn-RFRECTIVE PH MARKER PER Dt7,411 V ON Shlf-77 9 ............. ..............
8
EA
10INSTALI
,
FIRE.,, ..
I' COPPER SERVICE LA76RAL ANO METER PER 7VM) STD, DW(Z NO'S W--9 FIRE & W 10
...... ......... ..................
8
7 EA
702
INSTALL
4' ESIOWOFT PER 7VW0 STD. DWG. NO. W-2- ............ ....... - . ....... ...... ........
2
EA
ANG`T
* THE QUANTITIES SHOWN HEREON FOR BONDING INFORMATION ONLY THE CONTRACTOR 15 TO
Ro-
PLOW OFF
X-iNG
CONSTRUrT
PROUECT PER THESE PLANS AND SUBMIT 810 8ASED ON THEIR OWN QUAffM *TAKE
VERTK,AL POINT OF'
INFLECTION
OF.
I INFAR FFIT
11
$ OT I INE
C)
ABBREWATIONS
ABBRE10APON DESCRIPPON
MH
jj
R1W
RIGHT OF WAY
H'll
HORIZONTAL BEND
V"8.VERTICAL
BEND
S,t-
SPRINGLINE
FS
FINISHED SURFACE
I -cl
FINIrHE0 GROUND
IC
I -Op of CURB
C&C
CURB AND M17FER
PR,
PROPOSED
7V
TE-..'N-rA71VE MAP
ETT;"
BEGiNNiNG OF CURVE
Er
FAID OF CURVE
SFWF`R & WA7R DF77AIIS
POINT OF COMPOUND
Pcc
CURVE
PRC
POINT OF REVERSE CU
SWR
SEWER
RWTR
RECLAIMED WATER
DWTR
DOMESTIC WATER
LAT
LATERAL
PVC
POL YVINYL CHLORMF
SDSTORM
DRAW
CI.
rlF1VTFRL/lNF
TR,
TRACT
INV
INV PT
FL
FLOWLINF
Fly.
FXIS77N(,'
Zr-
STATION
ANG`T
ANGI F POINT
Ro-
PLOW OFF
X-iNG
LLJ
Ct
V6
VERTK,AL POINT OF'
INFLECTION
L,F
I INFAR FFIT
11
$ OT I INE
—j
(l�z
zsl
tjj
Lu
Q-
C
Q.-
r -"
I-)
Q)
L
CL
THE PRIVATE ENGINEER SIGNINC THFSE PLANS IS
RESPONSIBLE FOR ASSURiNG, THI ACCURACY AND
ACCEF,�ABILUY OF THE L)ESIGN HEREON iN PIF
EVENT OF DISCREPAN003 APISING AFTER COUNTY
AF PROM OR Calf iNG ComTmucnnN, IHI PRIVATF
ENONELH SFW l DE RESPONSIRIE FI)R Dfif-RUINING
AN ACCFI'MBLE SOLUTION AND REVISING THE, PLANS
FORL APPROM. BY T14F COONTY
WORK CONTAINED WITHIN THE SF PLANS SHALL NC7
COMMENCE UNTIL AN EKROACIAIENT PERM7 I' BY k4RK
ANDIOR A GRADING PERMIF HAS BEEN ISSUED. I ENGINEER
DESCRWIION
R F V I S 1 0 N S
F -H B' FF FH PER---'<,,,
TIF 25 TiF, 36825
FH PER
jfkgjq TR 36643
Tr _.v C71
AA�
0.
9
i.
o.ssr
-.-FH
37
38
39
41) 35
I -FY.
sH T �
-S
c 49
48
47 50
46
Lu 45
44
43 51,
42
52 Fhf-
54
55
P]1", 57 56
ky 58
an -MUM
k 'A 65
SEAL --ENIGiNEER
w- 64
63
91 0 s,
34
26RACT
29 1
27
5
T-,
71
'Ol
70
69
68
c�A'67
66
FH -
7
62
74
61,
6075 %
59
76 <
-TRACT �368'26- 4 88 0.& 77
78
BOUNDARY
79
80✓ 15
14
82
12
87 84
86
85
7.
7
2'
4 5
73
17
m
m
22
J,145
20
21
LEGEND:
ABBREWATIONS
ABBRE10APON DESCRIPPON
MH
MANHOLE
R1W
RIGHT OF WAY
H'll
HORIZONTAL BEND
V"8.VERTICAL
BEND
S,t-
SPRINGLINE
FS
FINISHED SURFACE
I -cl
FINIrHE0 GROUND
IC
I -Op of CURB
C&C
CURB AND M17FER
PR,
PROPOSED
7V
TE-..'N-rA71VE MAP
ETT;"
BEGiNNiNG OF CURVE
Er
FAID OF CURVE
SFWF`R & WA7R DF77AIIS
POINT OF COMPOUND
Pcc
CURVE
PRC
POINT OF REVERSE CU
SWR
SEWER
RWTR
RECLAIMED WATER
DWTR
DOMESTIC WATER
LAT
LATERAL
PVC
POL YVINYL CHLORMF
SDSTORM
DRAW
CI.
rlF1VTFRL/lNF
TR,
TRACT
INV
INV PT
FL
FLOWLINF
Fly.
FXIS77N(,'
ST4,
STATION
ANG`T
ANGI F POINT
Ro-
PLOW OFF
X-iNG
(WO-1-354NG
VP[
VERTK,AL POINT OF'
INFLECTION
L,F
I INFAR FFIT
11
$ OT I INE
LEGEND: SYMBOLS AND LINES
ITEM
EXISTING
PROPOSED
CROSS
+
+
ELBOW
IF
2
AIR VAL11F
3
BLOW OPF
--4)
6879 Aiport Drive, Rivers:de, CA 92504
WATFR MFTFR
1 0
Tei�(9551 68,8— 2 -&951 688-05 0
AS NOTED
LANDSCAPE ME7ER
DAIE:
SFEWUN or�
L_�
FNP CAP W1 R.0,
M;tc a/, day Ad*��o q, 17 C, F, 75731 axtf.-
JOB NIUMBLIZ
FIRE HYDRANT
87j6
STONEFIELD DR, STA, 12+70 65,
MANHOLE W1 MANWAY
9
SFWF`R & WA7R DF77AIIS
REDUCER
TEF
-0�
TRACT ROUNDARY
DOMFSTIC' WATEROWE (1,509PZ)
DOMESTIC WATERLINE (13.20FIZ)
RECbVIVED WAIERLINE
SEWERLINF
RIW
RW
FARE FY RAN
FIRE HYDPAN
WIP-1 s7a N(
ST[,L NO 701)
STORM
DRAIN
mm.
WATER MAIN AND SEWER MAIN MINIMUM UNDERGROUND UTILITY ,PER COUNTY STD 8 17
DISTANCE TO TOP OF PAVEMENT IS IN
ACCORDANCE TO TVWD, TYPICAL SECTION
N,T,S,
SHEET
DESIGN BY,
I f?
DRAWN BY,
TITLE SHFET
IF
2
CHFCKED BY -
3
C Eng'n&&r#V - Sury"*V - Pyann'ng
SCALE
6879 Aiport Drive, Rivers:de, CA 92504
SUNDROP OR, STA. 12415.24 'TO
1 0
Tei�(9551 68,8— 2 -&951 688-05 0
AS NOTED
IJN,gfq 1,11F
DAIE:
SFEWUN or�
L_�
04111119
M;tc a/, day Ad*��o q, 17 C, F, 75731 axtf.-
JOB NIUMBLIZ
TO 23f94,71
87j6
STORM
DRAIN
mm.
WATER MAIN AND SEWER MAIN MINIMUM UNDERGROUND UTILITY ,PER COUNTY STD 8 17
DISTANCE TO TOP OF PAVEMENT IS IN
ACCORDANCE TO TVWD, TYPICAL SECTION
N,T,S,
SHEET
INDEX
SHEET NO. DESCRIPTION
I
TITLE SHFET
2
INDFX MAP
3
TRAILWOOD CT STk 10406,06
FO 13+14»83
4
SUNDROP OR, STA. 12415.24 'TO
15+31,13
5
OMNI CT. STA. lOtO6,06 TO 16E58,70
6
BLOOM DR, STA, 09+95,05 TO
13+25.45
7
STONFRELD DR, STA» 21+50.00
TO 23f94,71
a
STONEFIELD DR, STA, 12+70 65,
70 21+50X0
9
SFWF`R & WA7R DF77AIIS
NOTE, FACILITY LOCAPON COORDINATED W1 PURVEYOR (TVAID),
PLPE SLOPES ARE BASED ON TRUE PIPF LENGTHS,
"TEME5'(-,'AL VALLLY WA -11R, 00RIcf_RENCH MA ..
RK: N.— GS 71 AZ
....... . ..... .... - I - TRACT NO. 36826-4 /.P. 180035 Sf fEFT NO.
170 FEET SOUTH OF THE SOUTHWEST CORNER OF
NO APPROVED FOR CONSTRUGFION: "E, 97 FEET WEST OF THE' WEST COUNTY OF RIVERSIDE
COLDWATER WASH BRIOG 2
EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE SEWER AND "TER IMPROVEMENT PLAN
1 + HT RICOF A
'WY FENCE, THE PEWCH MARK IS A CALIFORMA SCHEDULE "A
At �MANZEJli�R DIVIS-0hi OF HIGHWAYS BRASS DISK IN 2 IN IRON PIPE
--F -71-A-77-----,
AND CONCRETF STAMPED A4 INDEX MAP
OS - 66
,, 11R 9 -1 ELEV.: 1058.40 (NAVD88) F 9 HEE -5 TS
SCAL E, FOR,Fi9RESTARCOUN7Y
RC�E DATE H,, AS NOTED v -IMENT CCT. �f, Cl �EERWG TOSCANA DEVEL0 7,9 736 FILE NO 7- 19
COI,4A4UfViTiES\873'6\Eragineet-irig Phose 2\Tract J6826-4�Sewer and Water\36525-4 SKIR 02° ^4
20A
R'Y hNARP1'
ENG( NEER
11111111
1290
am
m
NNE
mm
m
m
20' SRIV _,(TR 36825
EASEMENP PER -r"
BND
TRACT MAP 36825,6 rx, 8, Pvc
SEWER FIER
20' STORA4 DRAIN
[ASZMENT FFP. ,�-,,
7RACT 14AP 3682
56
X,
SrA,10712,40
cs!X,�!4 .�T_ 8 LOW OFF
DEAD END
DESCRIP770N
EF EIS 1 1) N s
Ar P"' D
A TE
COJN7Y
9+50
13
NO� 75731
STA, 10+06.06 LL(TYP)-\"
4 1
E-1276,0
040 G) , 3 9
PL = 1280, 0 PEnm 7283, 0
C1-1A Ili 7647
M"
�i 17—
PP _cul 12? .3 RIM
P/ 2'
LI
41—
T
'T
12 1 iTRAILWOO C
m
42
PE1275�0
43 06 44 6
PC= le"764 PE= 12 79, 0 -
38
PF= 1286, 0
11110110
D?, -
OtORO'36SIS
�A_UTIONLH
""'O'N7RACTOR ,, -M,
it-OCATION AND ELEVAOCIN
;PRIOR TO ("10N
TR, 368..
RNo
37
PI.-- 1288 0
0
MH j16
1286,3 RIM
FX 8 Pvc
I
WTR
P17
R rP,16824
1,3+12,35
�xlf
(jYTYP��J
Ty
u6 F: 46
u6N
TIEVSC' AL VALLEY WATER
DISTRICT
BENCH MARK: NGS 71 A 77
48
45
46
47
0
PE 1281.6 1:
PE 1284.,3
PE=1 28R 7
COLDWATER WASH OR0GE, Sr FEFT WEST OF THE WEST
EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE
SEWER AND "TER IMPROVEMENT PLAN
C1
kk *ATC
RIGH7 OF WAY" FENrE 7TIE RENCH MARK 6' A rALIFIRTNIA
SCHEDULE "A
ERAL �(ANAGER
DA/ISION 01 HIGHWAYS BRASS DISK' IN 2 INCH IRON PIPE
. .. . . .. ..
A14D CONCRETE STAMPED- - -8M- 71-A-77-- -
40
ELEV_ 1058.40 (NAVD88)
STA. 10+06.06 TO 13+14.83
0F.- 9 SHEETS
Of
SCALE-
W. 0, COUNTY
Z,
(*EFO�_ R,
DATL
AS NOTED
H: OTEIL V� ED
FOR,,: FORESIAR
DEVELOPMENT CO. 8736 FILE NO.
/?
9eP7 LV%X
,.,ANA
41
Cr
cr
cl,
Z.
cl-
LLj
CES
rx-
QL
r§
VIE PRIVATE ENGINFER SIGNING� THESE PIANS IS
RESPON.98tE FOR ASSURING 714F ACCOWY AND
ACCEPTAMLUY OF' DIF PESIGN HEREON IN 1HE
EVENT OF D?SCRFPANC'1E!c; ARISING Af-,rFR COUND'
APPROVAL OR WRING CONSTRUCTION, V* PAWATI
ENCINEER SHALL BE Ri-SPONSIBLE FOR DETERMINING
AN ACCEP7ABLE" Sf)1,11710N AND REWSINC THE PIANS
FOR APPROVAI fff THE MUN7Y,
uwwwhaft
below.
WORK CI 'NTAINFO WITH04 THESE PIANS 3W_L N07
Callbetbre
OMMENGF IIN77L AN ENCROACHMENT PERM17
cA,,I,,
you dig. I
A GR4DINC PERMIT HAS BEEN N -SUED,
20A
R'Y hNARP1'
ENG( NEER
11111111
1290
am
m
NNE
mm
m
m
20' SRIV _,(TR 36825
EASEMENP PER -r"
BND
TRACT MAP 36825,6 rx, 8, Pvc
SEWER FIER
20' STORA4 DRAIN
[ASZMENT FFP. ,�-,,
7RACT 14AP 3682
56
X,
SrA,10712,40
cs!X,�!4 .�T_ 8 LOW OFF
DEAD END
DESCRIP770N
EF EIS 1 1) N s
Ar P"' D
A TE
COJN7Y
9+50
13
NO� 75731
STA, 10+06.06 LL(TYP)-\"
4 1
E-1276,0
040 G) , 3 9
PL = 1280, 0 PEnm 7283, 0
C1-1A Ili 7647
M"
�i 17—
PP _cul 12? .3 RIM
P/ 2'
LI
41—
T
'T
12 1 iTRAILWOO C
m
42
PE1275�0
43 06 44 6
PC= le"764 PE= 12 79, 0 -
38
PF= 1286, 0
11110110
D?, -
OtORO'36SIS
�A_UTIONLH
""'O'N7RACTOR ,, -M,
it-OCATION AND ELEVAOCIN
;PRIOR TO ("10N
TR, 368..
RNo
37
PI.-- 1288 0
0
MH j16
1286,3 RIM
FX 8 Pvc
I
WTR
P17
R rP,16824
DESIGN &(:
P" PKPARED W.- LR
DRAWN BY:
N A 1.
id �F,�h '4
km
CHECKED BY:
H At OG I tv H E= s RDR
civil Engkmwring - Surveying � flonr*V SCALf
6879 Airport Drive, RIversioe, CA 92,504
TeI051) 688--02 F (951) 688-0E599 —AS NOTFD
UNPkR Mt.
if$ �j DATE
SUPERVISIM g,
11 day Adkison, XCUI At/J7 75—ate—
JOB NUMBER,
87,36
TR 36825_j
ENDY
49 ,
PE� 1288 3 %
Is
SEWER CONSTRUCTION NOTES
1 C CONSIRUCT 8' PVC SDR 3> SEWER PER TVWD STD. f)W(,- NO.
) S-1
REMOVE 7EMPORARY END -CAP AND JOiN EXISTING
0 CONSTRUCT 4' MANHOLE PER 7VWD STD, DWC, NO'S S-12, S-13
& S- 14
GINSTALL 4" SEWER LATERAL PFR TVWT) STr), NO. 13 -4
INSTALL BACKFLOW VALW ASSEMBLY PER TVWD STD. DWG, NO,
S-29
DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES
INSTALL 8DIA. PVC, CLASS 235, C-900 WATER MAIN PER T�*D
m. STO, DWO, NO, y1+,..,17
c) REMOW TEMPORARY CONSTRUCTiON END CAP, JOIN EXIVING
08 INSTALL 8" DUCTILE IRON END rAP
CONSSFRUCT FIRE HYDRANT ASSEMBLY PER IVAID STD, DWG� NO,
1? W-4
INSTALL BLUE RR C
ETRO-REFLECTIVE FH MARKER PEOUNTY OF
100 RWRSIDE STANDARDS
(
ws-rkl I' COPPE-R SET,'VICE LATERAL AND METER PER TVWD STD31
DWG. NO'S W-9 FIRE & W-40 FIRE
@ INSTALL 4" BLOW OFF PrP TVWD STD. DWG, NO, W-2
- --------- ------- ___ ...... - ---------------------- - - . ..... ........
ONE TABLE CURVE TABLE
- ---- ------------- ------- - ------ --------------- ---------- - --- - -
LINE DISTANCE BEARING CURVE LENGTI I DEL7A TAN
L I 17,3,23' N74'06'557F C1 11,178 22' 1023' 5 T 61
-------- - - - -
U 11313' N14*06'557E C2 120,36'31100122'10'23 60,94
1-13 17.94' N51' 56'32E
L4 ±:1 N 5 V' 55 6 "32 7-E
0 40 120
20 80 16
SCALE, I' = 4U
1,3+12,35
�xlf
(jYTYP��J
Ty
u6 F: 46
u6N
TIEVSC' AL VALLEY WATER
DISTRICT
BENCH MARK: NGS 71 A 77
48
45
46
47
PE= 12198, 11
PE 1281.6 1:
PE 1284.,3
PE=1 28R 7
DESIGN &(:
P" PKPARED W.- LR
DRAWN BY:
N A 1.
id �F,�h '4
km
CHECKED BY:
H At OG I tv H E= s RDR
civil Engkmwring - Surveying � flonr*V SCALf
6879 Airport Drive, RIversioe, CA 92,504
TeI051) 688--02 F (951) 688-0E599 —AS NOTFD
UNPkR Mt.
if$ �j DATE
SUPERVISIM g,
11 day Adkison, XCUI At/J7 75—ate—
JOB NUMBER,
87,36
TR 36825_j
ENDY
49 ,
PE� 1288 3 %
Is
SEWER CONSTRUCTION NOTES
1 C CONSIRUCT 8' PVC SDR 3> SEWER PER TVWD STD. f)W(,- NO.
) S-1
REMOVE 7EMPORARY END -CAP AND JOiN EXISTING
0 CONSTRUCT 4' MANHOLE PER 7VWD STD, DWC, NO'S S-12, S-13
& S- 14
GINSTALL 4" SEWER LATERAL PFR TVWT) STr), NO. 13 -4
INSTALL BACKFLOW VALW ASSEMBLY PER TVWD STD. DWG, NO,
S-29
DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES
INSTALL 8DIA. PVC, CLASS 235, C-900 WATER MAIN PER T�*D
m. STO, DWO, NO, y1+,..,17
c) REMOW TEMPORARY CONSTRUCTiON END CAP, JOIN EXIVING
08 INSTALL 8" DUCTILE IRON END rAP
CONSSFRUCT FIRE HYDRANT ASSEMBLY PER IVAID STD, DWG� NO,
1? W-4
INSTALL BLUE RR C
ETRO-REFLECTIVE FH MARKER PEOUNTY OF
100 RWRSIDE STANDARDS
(
ws-rkl I' COPPE-R SET,'VICE LATERAL AND METER PER TVWD STD31
DWG. NO'S W-9 FIRE & W-40 FIRE
@ INSTALL 4" BLOW OFF PrP TVWD STD. DWG, NO, W-2
- --------- ------- ___ ...... - ---------------------- - - . ..... ........
ONE TABLE CURVE TABLE
- ---- ------------- ------- - ------ --------------- ---------- - --- - -
LINE DISTANCE BEARING CURVE LENGTI I DEL7A TAN
L I 17,3,23' N74'06'557F C1 11,178 22' 1023' 5 T 61
-------- - - - -
U 11313' N14*06'557E C2 120,36'31100122'10'23 60,94
1-13 17.94' N51' 56'32E
L4 ±:1 N 5 V' 55 6 "32 7-E
0 40 120
20 80 16
SCALE, I' = 4U
NOTE, FACIi 17Y LOCATION COORDINATED W1 PURVFYOR (TVWD),
PIPE SLOPES ARE BASED ON TRUF PIPE LENGTHS,
TIEVSC' AL VALLEY WATER
DISTRICT
BENCH MARK: NGS 71 A 77
TRACT NO. 36826--4 ®. 1800,35
SHEET NO,
APPROVED FOR CONSTRUCTIOM,
170 FETT SOUTH OF THF SOV7HWIST CORNER OF
COUNTY OF RIVERSIDE
COLDWATER WASH OR0GE, Sr FEFT WEST OF THE WEST
EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE
SEWER AND "TER IMPROVEMENT PLAN
C1
kk *ATC
RIGH7 OF WAY" FENrE 7TIE RENCH MARK 6' A rALIFIRTNIA
SCHEDULE "A
ERAL �(ANAGER
DA/ISION 01 HIGHWAYS BRASS DISK' IN 2 INCH IRON PIPE
. .. . . .. ..
A14D CONCRETE STAMPED- - -8M- 71-A-77-- -
TRAILWOOD T.
ELEV_ 1058.40 (NAVD88)
STA. 10+06.06 TO 13+14.83
0F.- 9 SHEETS
Of
SCALE-
W. 0, COUNTY
(*EFO�_ R,
DATL
AS NOTED
H: OTEIL V� ED
FOR,,: FORESIAR
DEVELOPMENT CO. 8736 FILE NO.
/?
9eP7 LV%X
,.,ANA
C)
DISFRICT
BENCH MARK: NGS 71 A 77_fflQX 58)
—
TRACT NO. 36826-4 1,P, 1800,35
SHFFT NO,
APPROVED FOR CONSFRUCTION.,
170 FFFT SOUTH Or 7HE SOUTFIA(FST CORWR OF
COLDWATFR WAS14 EiRIDGE, 97 FEET WFST OF THE WEST
COUNTY }per RIVERSIDE
4N
c
4,
EDGE OF CONCREFE PAVEMENFAND 2 FEET LAST OF IHE
RIGHT Of' WAY FENCE, 1 -1 -IL OENCH MARK IS A CALIFOPNIA
SEWER AND WATER IMPROVEMENT PLA
"A
SCHEDULE
7 -NERAL, MANACER
CARTE
DIVISION OF HIGHWAr; BRASS DISK IN 2 INCH IRON fllk-lt:
AND CONCRFTE STAMPED-- - _.BMF- 71--A--77
SUNDROP DR,
ELEV_ 1058.40 (NAVD88)
STA. 12+15.24 TO 15+31.13
OF____2__SHFETS
SCALE:
0, COUNTY
yy
ENIoR.C.
DA If
-D
H: _A . TQD v_ AS NQT�
R: �GRESW
R)SCANA DEVELOPMENT CO, 8736 FILE NO
967
C)
ZIP-
,�3
Lj
-z
L
:Z
L
C'
(rn
,j
THE FIRLMATE ENGINEER SIGNING THFSt PLANS IS
RESTIONSOLE FOR ASSSURINC nfF. AC?.',URAcY AND
TA911.17Y OF THE DESICAl HERE
CCON, IN THE
,�EPVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CNS"NUCTON, 7?4E FIRIVA7E
ENGINFER SHALL BE RFSPONSIBLE FOR DETERMININC
AN ACCFRIA81k 50111TION AND RFMING THF PIANS
FOR APPROVAL BY THE COIJNTY.
NSI
WORK CONTAINU) WITHIN THESE PIANS SHALL NOT
COMMENCE UN11-AN LNCROACHMI-N7 Pf-f?Mfl
ANDIOR A GRADINC PERMIT HAS BEEN ISSUES
mm
1290
om
mm
1290
am
I=
11+50 12+00
TEMESCAL HILLS
DRIVE STREET IMP.
PPER TR. 3tU5
ER TR. 36825
0� mma mw�w Room ow ...m 7
07 CAIJTIOKI�fl
C0NfRAf,'TI')R TO VERIFY 'Ll.,
LOCATION AND ELEVATIONp�,-',,,
R
PIOR 70 CONSTRUCTION.',
. . .... .....
\JR, 368
UNDY
swam
l It Af ESCA t HILLS
DRty,r
PER Tk IL CT.
Tp, j6825
NnY PF=1292,1 PE= 7292 0
STA, 12+
RIM
SUNDROP DR� Ll
L4
34
PE- 1289" 6
SIA. 15+11,.°
jw—#fw 'L9cl
1289.0 RIM
STA ,12485,00
A_IRVAI:
_
12n24 3 (Trp.)
N EXISTING07
49
PEm 12,138.3 50
PE=1289,9
SEAL -ENCINFER DESIGN BY,
PUNS Fffp4ffD '81: M L P,
DRAWN B
11310 ge Y.-
16
GHkCKED BY,
E7JV oG I At Aff E7 I? PDR
W 75731
C'V" En9km'&r#'9 - SUrvey*V - ryenr*V SCALE'
EXP. 6-30-20 687q, Ahrpovt Drive, RversMe, CA 9250
Tek(951) 6ESS.-0241 • Fax:(q-_, I) �-88 AS N070
Civil. mfwl THE 'f�
ATE:
UA Tf' BY' MARK DESCMPRON APPW 9 TE
Joa NUM R,
ENGINEER H E V I S 1 0 N S COUN'TY 87,76
Is=
51 (6
D
PE� 1285, 0
PJ
32 06
PC= 1283,6
131
PF = 128 1 1
,
STA, 14 1' D 7.00
1177 3
22'79..2 RIM
I
`7A
._JmH # 10
1279 0 RIM
4Y5 �81_7:A, 15+31,
0
52
PE'"81.6
C AFSY
40,
a
67
-=1 e2 79 0
MZW CONSTRUCTION NOTES
CDCONSTPUCT 8" PVC SDR --35 $_ FR PFR TVWD STD, DWG. NOt S- I
(CONSTRUCT 4' MANHOLE' PER TVWD .37D, DWG, AIMS S --1Z S- 13 &
D S-14
(D INSTALL 4' SEWI-J? IATERAL F10? TVAID STD W), S-4
C6) INSTALL BACKFLOW VALVE ASSLMBl..Y PER 7 S7D, DWG' NO
S-29
DOMESTIC WATER (ZONE 13 0) CONSTRUCTION NOTES
0
IN 8' 01A, PVC, CLASS, 23"x, C-900 WATER MAIN PER. 7" ted
.37G DWG, NO - 17
CID RIS FALL. 8' GATE V41W ASSEWLY PER TVWD STD. DWrl NO W-25
INSTALL 2* AIR VAC PER TVWD STE). DWC, NO W-6
INSTALi 87)(87.0' FLG'0 DUCTILE IRON TEE
0
RESTRAIN JOINTS AND INSTALL THRUST BLOCKS PFR 7VWD STD, DWG,
5 NO'S W- P; & W-22
(7) REMOVE IEMPORARY CONSTRUC710N END CAP, JOIN EXISTING
9
CONSTRUCT FIRE HYDRANT ASSEMBLY PER TVW0 S7D, DWG, NO. W-4
iCT INSTALL FILUE RETRO-RFFLECTIVE FH MARKER PFR COUNTY OF
RiVERSIDE STANDARDS
11 INSIALL I' COPPER SERVICE LATERAL AND METER PER TWO STD,
owc NO'S 4Y-9 FIRE & W-10 FIRE
#_1L1 7ABLE
CURVE TABLE
LINT DISTANCE BEARING' CURVE, LENGTH RA00S DELTA IAN
. . . ........ — ------------
8,5,22S43'03'2781E Cl 107,79' 30600' 20'10',58'
L2 i 39,33' S22'52'30`E C2 101.8i)' 289,00' 20'16'58' 51.43
3�
L3 57 IX S22'5230*�
----------- -
L4 86,75' S43'03'28"F-
2
E25230
0 40 120
20 80 60
NOTE, FACILITY LOCATION COORDINATED W1 PURVLWR (TVWD),
1
SCALE� 1' = 4Y
PIPE SLOPES ARE BASED ON TRUE` PIPE LENGTHS,
TEMES,('Al VAI. LEY" WATFR
DISFRICT
BENCH MARK: NGS 71 A 77_fflQX 58)
—
TRACT NO. 36826-4 1,P, 1800,35
SHFFT NO,
APPROVED FOR CONSFRUCTION.,
170 FFFT SOUTH Or 7HE SOUTFIA(FST CORWR OF
COLDWATFR WAS14 EiRIDGE, 97 FEET WFST OF THE WEST
COUNTY }per RIVERSIDE
4N
c
4,
EDGE OF CONCREFE PAVEMENFAND 2 FEET LAST OF IHE
RIGHT Of' WAY FENCE, 1 -1 -IL OENCH MARK IS A CALIFOPNIA
SEWER AND WATER IMPROVEMENT PLA
"A
SCHEDULE
7 -NERAL, MANACER
CARTE
DIVISION OF HIGHWAr; BRASS DISK IN 2 INCH IRON fllk-lt:
AND CONCRFTE STAMPED-- - _.BMF- 71--A--77
SUNDROP DR,
ELEV_ 1058.40 (NAVD88)
STA. 12+15.24 TO 15+31.13
OF____2__SHFETS
SCALE:
0, COUNTY
ENIoR.C.
DA If
-D
H: _A . TQD v_ AS NQT�
R: �GRESW
R)SCANA DEVELOPMENT CO, 8736 FILE NO
967
.20' STORM DRAIN
EASEMENT PER
TRACT MAP 36825
EX, 8' PVC
SF WFR PER
20' SEWFR
EAST. ENT PER -l"'
F'RAr`7 MAP 36825
now"
TERRAMOR DP'/VT
PER TR- 36643
58 57@
PE ---12470 PE=1248,0
S7A,10+06,06
56 x -1 2 5 4 5 N CD 55
2 PF= 12,4, 1) PF= I '�
1245,4 ID STA, 12416,24
(14D(TYP,
�Ti 11
tJT 7-
10
S PR
A, piPF TO EDGE
OF MH
+
17Z -5
N
4
DY. .... . . .......
7-A, 10+ 12, 40
m.
.....(... .......... . ... E 0 4' )W Wn�
DEAD END 59 60("D t,-, i (D 6 2 QD 6 3 (El 1)
F`E= 12470 PE, 7248,0 PE -4- f 25 1, PI--- 125 E 0 P, 1261
GT5STA- I I i-07.42
. ...... . . .............. ..
FI4
THE PRIVATE ENGINEER SIGNiNG P 6S
RESPONSIPLE FOR ASSURING THE ACCURACY AND
ACCEPTAIRILITY OF THE' OFSIGN HEFA ON, W THF
FVENT OF DISCREPANCIES ARIONG AFIER COUNTY
APPROVAl OR n?,JRWr. CONSTRUCTION, 7HF PRIVATE
ENCINHR SHALL BE PESPONSWRIF FOR DElf-RMININ(l
AN ACCT
-PPPROVAL TABIE BY SOWTIN OANn RE'VISNO 7HF PIANS
FOR AFH� COUNTY
WORK CONMINFI) WITHIN MPSE PIANS SFAU N07
COMMENCE UNT1L AN ENCROACHMENT PERMIT DATT 877 MARK
AND/OR A GRAVING PERMIT 14AS SEEN ISSUE[), I ENGINEER
DESCRIPTION
R F V I S 1 0 N 3
SEA[ ENONLER
vs
1,571 1
'o, r4amplo 6 3 0 20
APP`t,_LDAI� NZ!A
COON ly d
,5,3
PE ---7266-8 �AOPEN SPACEY�
LI, (TYR. ) /�
1 64@
PE-: 1266,0
L2
65
PL 1271,0
52
FIE = 1281,6
2TA, 14+16,73
o5,;X--eT8 5w,—Tff
660
P1=1275.5
DPVGN 8":
t MPAMBY
IR
DRAT BY,
T/3
IF At 0 1 N H EF R S
CB K
HECKED
RI( HT OF WAY FENCE THF PENCH MARK' IS A CALIFORNIA
ROR
CiOlEngineering - Surveying � FVanning
77AL—E
LQ
Tck(951) 688-0,24 • FILX.(1951) 688-0599
AS NOTFD
UNDFR ViE
sdprffvllsioN cc. a -A -
ir)A I E,
04/11/19
Wrhe# Nv Adkmn, R,6,P:
J06 NUMBER,
87,36
0)
cl)
Q)
iµ1
CL
ZF
C)
C)
P --
CL
.20' STORM DRAIN
EASEMENT PER
TRACT MAP 36825
EX, 8' PVC
SF WFR PER
20' SEWFR
EAST. ENT PER -l"'
F'RAr`7 MAP 36825
now"
TERRAMOR DP'/VT
PER TR- 36643
58 57@
PE ---12470 PE=1248,0
S7A,10+06,06
56 x -1 2 5 4 5 N CD 55
2 PF= 12,4, 1) PF= I '�
1245,4 ID STA, 12416,24
(14D(TYP,
�Ti 11
tJT 7-
10
S PR
A, piPF TO EDGE
OF MH
+
17Z -5
N
4
DY. .... . . .......
7-A, 10+ 12, 40
m.
.....(... .......... . ... E 0 4' )W Wn�
DEAD END 59 60("D t,-, i (D 6 2 QD 6 3 (El 1)
F`E= 12470 PE, 7248,0 PE -4- f 25 1, PI--- 125 E 0 P, 1261
GT5STA- I I i-07.42
. ...... . . .............. ..
FI4
THE PRIVATE ENGINEER SIGNiNG P 6S
RESPONSIPLE FOR ASSURING THE ACCURACY AND
ACCEPTAIRILITY OF THE' OFSIGN HEFA ON, W THF
FVENT OF DISCREPANCIES ARIONG AFIER COUNTY
APPROVAl OR n?,JRWr. CONSTRUCTION, 7HF PRIVATE
ENCINHR SHALL BE PESPONSWRIF FOR DElf-RMININ(l
AN ACCT
-PPPROVAL TABIE BY SOWTIN OANn RE'VISNO 7HF PIANS
FOR AFH� COUNTY
WORK CONMINFI) WITHIN MPSE PIANS SFAU N07
COMMENCE UNT1L AN ENCROACHMENT PERMIT DATT 877 MARK
AND/OR A GRAVING PERMIT 14AS SEEN ISSUE[), I ENGINEER
DESCRIPTION
R F V I S 1 0 N 3
SEA[ ENONLER
vs
1,571 1
'o, r4amplo 6 3 0 20
APP`t,_LDAI� NZ!A
COON ly d
,5,3
PE ---7266-8 �AOPEN SPACEY�
LI, (TYR. ) /�
1 64@
PE-: 1266,0
L2
65
PL 1271,0
52
FIE = 1281,6
2TA, 14+16,73
o5,;X--eT8 5w,—Tff
660
P1=1275.5
SUNDROP OR,
SEE SHEET 4
31
PE= 128 1. 1
S7A, 14+33
1279O SIM
6 7 6
PE-- 1219,0 i PE- 1281,5
69 �1-6
PE = 1284, E
300 6
29
Pf'm 12873 PE= 1288J
F•'
�-�--)STA, 16+58.70
�3
�fl T
1286.9 RIM
I
G) 70 71
Pf,- 128 7, 0 PE -1.289,0
28
PE- 1290 6
2706
PF - 128 78
SEWER CONSTRUCTION NOTES
0 CONSTRUCT 8' PVC SDR -35 SEWER PER FVWD STD, OWC, NO3 S- I
QREMOVE TEMPORARY END -CAP AND JOIN EXISTING
0 CONISTRtJCT" 4' MANHOLE PER TVD STD, Dwa NO'S s- 12, S-1,3 &
S-14
INSTALL 4' SEWER iATERAL PER 7VWD STD, NO, S-4
051 CONSTRUCT 5' MANHOLE PER 7 C STD. DWG, NO'S S-12 & S-14
oINSIALL BACKFLOW VALVE AS PER WD STD, DWO, NO -
f, S-29
DOMESTIC WATER (ZONE 1320,) CONSTRUCTION NOTES
0INSTALL 8- DA, PVC, CLASS 235, C-900 WATER MAIN PEI? T
1 STG, DMS, NO, W-17
0 INSTALL 8' GATE VALVE ASSEMBI Y PFR TvwD STD, DWO, NO, W-25
031 INSTALL 2" AIR VAC PER TIAND STD, DWr,, NO, W-6
(4) INS37AIL 8")697W FLr,D DUCTILE IRON TEF
QRESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER 7VWD STD. DWG
NO'6 W--1 R & W- 22
06 INSTALL 8' 90* DUCTILE IRON ELBOW
ES INSTALL 8' DUCTILE IRON ENE) CAP
CONSTRUCT FIRE HYDRANT ASSFY&Y PER TVWD STO, CI CI. NO, W._4
INSTAI I Fel OF RFTR0-Rf-7FC
LFCTlVF FH MARKLR PER OLINTY OF
010 HIVF-RSIDE STANDARDS
INSTALL I" COPPER SERVICE LATERAL AND METFR PER TVWD STD,
DWG, NO'S W-» .9 FIRL 4 W- 10 FIRE
102 INSTALL 4' BLOW OFF' PER TVWD STD, E3 C. NO, W-2
!_IN E,- IABL
---- ------- I -,--
ONE DfSTANCE:- REARING
Ll 213,00' N6707*30 . F
L2 217,50' N67 -07'307E
L3 2,55410' N67'07'30 -E
L4 4 13, 49' N67*07'150T
L5 240,06' N6707"307f
TEM175"CAl. VALLEY WATEP
DPVGN 8":
t MPAMBY
IR
DRAT BY,
T/3
IF At 0 1 N H EF R S
CB K
HECKED
RI( HT OF WAY FENCE THF PENCH MARK' IS A CALIFORNIA
ROR
CiOlEngineering - Surveying � FVanning
77AL—E
6879 Nrport Drive, Riverside, CA q2504
Tck(951) 688-0,24 • FILX.(1951) 688-0599
AS NOTFD
UNDFR ViE
sdprffvllsioN cc. a -A -
ir)A I E,
04/11/19
Wrhe# Nv Adkmn, R,6,P:
J06 NUMBER,
87,36
SUNDROP OR,
SEE SHEET 4
31
PE= 128 1. 1
S7A, 14+33
1279O SIM
6 7 6
PE-- 1219,0 i PE- 1281,5
69 �1-6
PE = 1284, E
300 6
29
Pf'm 12873 PE= 1288J
F•'
�-�--)STA, 16+58.70
�3
�fl T
1286.9 RIM
I
G) 70 71
Pf,- 128 7, 0 PE -1.289,0
28
PE- 1290 6
2706
PF - 128 78
SEWER CONSTRUCTION NOTES
0 CONSTRUCT 8' PVC SDR -35 SEWER PER FVWD STD, OWC, NO3 S- I
QREMOVE TEMPORARY END -CAP AND JOIN EXISTING
0 CONISTRtJCT" 4' MANHOLE PER TVD STD, Dwa NO'S s- 12, S-1,3 &
S-14
INSTALL 4' SEWER iATERAL PER 7VWD STD, NO, S-4
051 CONSTRUCT 5' MANHOLE PER 7 C STD. DWG, NO'S S-12 & S-14
oINSIALL BACKFLOW VALVE AS PER WD STD, DWO, NO -
f, S-29
DOMESTIC WATER (ZONE 1320,) CONSTRUCTION NOTES
0INSTALL 8- DA, PVC, CLASS 235, C-900 WATER MAIN PEI? T
1 STG, DMS, NO, W-17
0 INSTALL 8' GATE VALVE ASSEMBI Y PFR TvwD STD, DWO, NO, W-25
031 INSTALL 2" AIR VAC PER TIAND STD, DWr,, NO, W-6
(4) INS37AIL 8")697W FLr,D DUCTILE IRON TEF
QRESTRAIN JOINTS AND INSTALL THRUST BLOCKS PER 7VWD STD. DWG
NO'6 W--1 R & W- 22
06 INSTALL 8' 90* DUCTILE IRON ELBOW
ES INSTALL 8' DUCTILE IRON ENE) CAP
CONSTRUCT FIRE HYDRANT ASSFY&Y PER TVWD STO, CI CI. NO, W._4
INSTAI I Fel OF RFTR0-Rf-7FC
LFCTlVF FH MARKLR PER OLINTY OF
010 HIVF-RSIDE STANDARDS
INSTALL I" COPPER SERVICE LATERAL AND METFR PER TVWD STD,
DWG, NO'S W-» .9 FIRL 4 W- 10 FIRE
102 INSTALL 4' BLOW OFF' PER TVWD STD, E3 C. NO, W-2
!_IN E,- IABL
---- ------- I -,--
ONE DfSTANCE:- REARING
Ll 213,00' N6707*30 . F
L2 217,50' N67 -07'307E
L3 2,55410' N67'07'30 -E
L4 4 13, 49' N67*07'150T
L5 240,06' N6707"307f
TEM175"CAl. VALLEY WATEP
DIS-7-RIC7
HLNC;H MARIK: NUV /I AA
. . ................. . .. --.- . .........
APFIROVFF) FOR CONSTRUCTION,
170 FELT SOUIH OF THL SOUTHWEST CO6YOF
COLDWATEP WASH BRIDGE" 97 FEET WEST OF THE WESI
EDGE OF CDNCREIL� PAIIEMLNT AND 2 FEET EAST OF 7HE
z
RI( HT OF WAY FENCE THF PENCH MARK' IS A CALIFORNIA
GLNERAL MANAGER
DATE
DIVISION OF 0GHWAYS BRASS� DIS' IN 2 INCH IRON PIPE
AND CONCRE TE STAhfPLD-- - -Btvf-- 71 _A,_ 77 -
)
ELEV.: 1058.40 (NAVD88'T
aPtdFERlt R.CE
BATF
H: --AL.L-'QLEL-- V; _, AS -NOTED
NOTE. FACILITY LOCATION COORDINATED W/ PURVEYOR (TVWD).
PIPE SLOPES ARL BASED ON TRUE PIPE LENGTHS.
TRACT NO, 36826-4 /.P. 180035 SHEET N(.L
COUNTY OF RIVERSZE 5
SEWER AND "TER IMPROVEMENT PLAN
SCHEDULE "Axx
OMNI CT.
STA. 10+06.06 TO 16+58.70 OF 9 SHEETS
FOR: FORE13TAR W-0- COUNlY
TOSCANA DEVELOPMENT CO, 1 8736 FILE NO.
m
Q,�
I„ Lj
---------------
LINE TABLE
LINF
DISTANCE
BEARING
Ll
163-16'
SJ3'47247E
L2
65,58'
S 1 727k5 1, 7E
L3
144 73"
533*47*247E
C)
14
81r1C,'
SIT27'51"E
LAj
LIJ
CL
Q)
it
Za
tom;
CL
THE PRNATE ENGINFER SIGNING THESE PfANS' 15;
RESPONSIPLE FOR ASFURRIC THF ACCURACY AND
ACCEPIAR101Y OF THE OPYGN HEREON. W 374E
EVENT OF DISCREPANCIES ARISINC AFTERCOUNTY
APPROVAL OR DURINO CONSTRUCTION, THE PRIVATE
FNGINFFR SHALI RE RESPONSIRLE FOR OETERMININr
AN ACrP-ixfAfJl-F SOLUTION AND REVISING THh PIANS
FOR APPROVAL BY THE COUNTY
Ed
WORK rOMAINH) WilHiN TH17SF PIANS SHALL NOT
COMMENrE UNTIL AN ENCROACHMEN7 FIERMff
ANDIOR A GRADING PERMIT HkS BEFN GSUED,
mm
Im
mm
I=
I=
BE
Im
mm
BE
1250
LA �-UY 1011K.
ENGINFER
DES1,11HIPTION
R E V i S 1 0 N S
9+95.05
RIM
06 27
PE= 1,2878
04 (1-yp.
1— —
10
OMNI CL
SEE SHEET 5
!PPI1,J_2ATE
COUN7 Y
11+00 12+00 13+00 13+50
25
W072 6 061 2 5
PE 1283 5 PC-= 12 76, 7
24
PE= 12 70, 8 23
PE= 1265,4
22
(
PE:= 126,51 TYPI)
57A, 244
STA I I f 58, 81
t+ ,29 "P
MH �7
03 ----- -- 0 1261,4 RIM
1270Z RIM x TA, 13+09,87
3 S
+ (D
61,0 R
6
iT_
BLOO D
L3 12L.
. . . ...... ........
4A
LL.(7YP)
2 4 57A.13+25,45
71
PE= 1289.01
(OPEN SPACE)
072 t
PE -1 255 0
lJ17 PJq26,16,
57A 13+08,39
X fNG 8' SWR
1251-41 TOP SWR
12,54,57,90T NOIR
PE=1259,r
SEWER CONSTRUCTION NOTES
01 CONSTRUCT 8" PVC SDR -35 SEWER PFR rVWD Srf), DWG, NO, S- I
oI"ONSTRUCT 4' MANHOi E PER AV[) STI), PWG, NO'S S- 12, 5-13 &
0- 14
0 INSTALL 4' SEWER LATERAL PER TVWD STD, NO, S-4
INSTALL SACKFLOW V4LVL' ASSEMBLY R TVWD PESTD DAIG, NO,
61) 5 29
DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES
INSTAN, 8- 01A, 01(3, CI SS 2J5, C-900 WAfER MAIM PER LT
a7
(D S7,G, nWG. NO, 4 -17
QINSTALL 8' GATE VALVE ASSEMBLY PER TVWD STD. DWG, NO, W-25
INSTALL 2' AIR VAC PER TVWD S7D, DWC, NO, W 6
INS)ALL 8'7"5"X8' FLO'D DUCTUF IRON TEF
(5) RESTRAIN JOINTS AN49 INSTALL THRUST BLOCKS PER TVWD STD, DWC..
No's w--19 & W-22
INE7AII 8' 90' DUC71LE IRON FIROW
CONSTRUC7 FIRE HYDR414T ASSEMBLY PER TVAT) STO, OWD, No, W 4
INSTALL R1,111.7 RFTPO....RI I FC-TfVf F-14 MARKER PER COUNTY OF
RIVERSIDE STANDARDS
11 INSiALL I' COPPER SERViCE LATERAL AND METER PER f) s7a
DWG, NO'S W-9 ETRE & W-10 FIRE
0 40 120
20 8 160
SCALE: I" - 40'
SPAL - ENGINEER DnI BY: TEMESCAL VALLEY WATFR DISTRICT
FLAW PWPAf*D YY LR
AV 4mmolm DRAWN eY-
V APPROVED FOR CONSTRUCTION:
TB
JAY
am
Ill.
CHFCKED BY:
H IV 0 1 IV H HE S ROR
40. 75731 00 Engkxoaring ° $�.rveykV � Plarvx4W ;I-3MAY2ER *0A TG
SCALF,
EXP 6-30-20 6879 Airport Drve, Riverside, CA 92504 AS NO FED
Tek('351) 688 -0241, Fa -- 951) 688-0599
gf OT,
-/At AIE
CIVIV lXX P, W 'ellp - - —
r' 4110119
JOB N
W1.1 -,
NfERINV RX.E DATE
8736 r�4 �!
tfLN(;H MANK: NU.) /I AjZ
170 FFFT SOUTH OF" THE SOUTHWFST CORNER I.,,r
COL DWATER WASH 8RfDGF, 97 FEEF WEST OF THE WEST
EDGE OF CONCRETE PAVEMENT AND 2 FEFI EAST OF I'HE
RIGHT OF WAYFENCE. THE BENCH MARK IS A CALIFORNIA
DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE
AND CONCREFF STAMPED— --BM- 71 _A__. 77--
ELEV.: 1058.40 (NAVD88)
SCALE.
H: AS...NQTFQ V: AS NOTE[)
CUCRVEI,LENGNH'URPRA
VDEl
tISTABD'LELET
A '7A4N
I 8 1 30600' 16-19'3,3" 43,89
'
C 2.35' 28'g.00' 1619*3341,5'
NGITE.' FACILITY LOCATION COORDINATED W1 PURVMR' (TVAID),
PIPE SLOPES ARE BASED ON TRUE PIPE' LrNGTHS,
'TRACT NO, 36826-4 tP. 1800,35 SHFFF NO,
COUNTY OF RIVERSIDE 6
SEWER AND WATER IMPROVEMENT PLAN
SCHEDULE "A
BLOOM DRIVE
STA. 09+95.05 TO 13+25.45 OF 9 SHFFTS
FOIF FoRr-�srw WO, /7
TOSCANA DEVELOPMENT CO, 8736 ILE NO
I I 7.1c-,0, 1-1 Nf D' �67, konur
Id
---------------
LINE TABLE
LINF
DISTANCE
BEARING
Ll
163-16'
SJ3'47247E
L2
65,58'
S 1 727k5 1, 7E
L3
144 73"
533*47*247E
14
81r1C,'
SIT27'51"E
0 40 120
20 8 160
SCALE: I" - 40'
SPAL - ENGINEER DnI BY: TEMESCAL VALLEY WATFR DISTRICT
FLAW PWPAf*D YY LR
AV 4mmolm DRAWN eY-
V APPROVED FOR CONSTRUCTION:
TB
JAY
am
Ill.
CHFCKED BY:
H IV 0 1 IV H HE S ROR
40. 75731 00 Engkxoaring ° $�.rveykV � Plarvx4W ;I-3MAY2ER *0A TG
SCALF,
EXP 6-30-20 6879 Airport Drve, Riverside, CA 92504 AS NO FED
Tek('351) 688 -0241, Fa -- 951) 688-0599
gf OT,
-/At AIE
CIVIV lXX P, W 'ellp - - —
r' 4110119
JOB N
W1.1 -,
NfERINV RX.E DATE
8736 r�4 �!
tfLN(;H MANK: NU.) /I AjZ
170 FFFT SOUTH OF" THE SOUTHWFST CORNER I.,,r
COL DWATER WASH 8RfDGF, 97 FEEF WEST OF THE WEST
EDGE OF CONCRETE PAVEMENT AND 2 FEFI EAST OF I'HE
RIGHT OF WAYFENCE. THE BENCH MARK IS A CALIFORNIA
DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE
AND CONCREFF STAMPED— --BM- 71 _A__. 77--
ELEV.: 1058.40 (NAVD88)
SCALE.
H: AS...NQTFQ V: AS NOTE[)
CUCRVEI,LENGNH'URPRA
VDEl
tISTABD'LELET
A '7A4N
I 8 1 30600' 16-19'3,3" 43,89
'
C 2.35' 28'g.00' 1619*3341,5'
NGITE.' FACILITY LOCATION COORDINATED W1 PURVMR' (TVAID),
PIPE SLOPES ARE BASED ON TRUE PIPE' LrNGTHS,
'TRACT NO, 36826-4 tP. 1800,35 SHFFF NO,
COUNTY OF RIVERSIDE 6
SEWER AND WATER IMPROVEMENT PLAN
SCHEDULE "A
BLOOM DRIVE
STA. 09+95.05 TO 13+25.45 OF 9 SHFFTS
FOIF FoRr-�srw WO, /7
TOSCANA DEVELOPMENT CO, 8736 ILE NO
I I 7.1c-,0, 1-1 Nf D' �67, konur
Id
wwham below.
Call bdom vou
THE PRIVATE ENriNEFR SfCNING THISE PLANS IS
RESPON99LE FOR ASSURINr THE ACCUPACY AND
ACCTPIASAITY OF RIF DFS(rN HEREON, IN 7HE
&ENT OF DISCREPANCIES ARISING AFrFR COUNTY
APPROVAL OR DURINr rONSTRUCTION, THE PRIVATE
FNG1N1.5`R ShAt? ffl. MESPONS16LE FOR 00ERYININr
AN ACrEPTABLE SOLUTION AND REIASING DIF PIANS
FnR *IRROVAL BY THE COUN7Y_
Le, -I"- __
WORK CONIAWED WITHiN THFSP PIANS SHALt N07
COMMENrF UNPL AN ENCR0A(,HA4FNT PERMrr M:A:RK�
ANL�10f? A GRADING PERMIT 4C1, BEEN ISSU0,
P #ENCINE
m
m
Im
m
ME
Im
21+50 22+00 23+00
1 22
7 60 PE= 1263.2 -
/ � S LA, -92 + 3
2
i 11 — 503
PE 1955 0 MH #,) Z
i lt� Y n Riv
Axa N
L
I .. -.2c .. -
. .
...... ..
STA,22+20, 72
8" SWR X- m; 8,
1.41 'lop "�WW
1254�57 80T WTR
170
PE=?2�2,0
FIE,.1759.0
,2+22.21
1.9(D
PE= 726S6
TR. 36825
FeNoy "
200
PE= 1265,2
I
. ........ SFAL -11-AIGINFFR X.56N By:
RAMS' AWPAC," 8Y., M LR
DRAWN BY:
7H
5
CHECKED 6Y:
4COUNff 108 NUMBER,�
RDR
NO. 75731 r-1vil Erx_*&&r*ig Surveying Pyar"ng OCAI E.
Exp. 6_30-120 6879 Airport Drivo-a., Rivers'de, CA 92504
lel:(951) 688---0241,Fcx:(951) 688-0599 AS NOTED
CIVIL DATE
UNDER 7w
DIESSCRIPPON_ AP IS suff,4101%wa - e! � 7� 04,110119
MVOF/nc�y AaFmm, = 7WJ1 Date:
R E V I S 1 0 N SS 8736
TR36825
8NDy
m
21f"
TAE,:.: 1266�0
TR, 36825
8NDY
STA, ��4 ��6�,J
3
MH J6
1266,0 RIM
AIR VAC
DEAD END
)(
4
0 40 120
20 80 160
SCALE: 1" = 40'
TEM17SCA1_ VALLEY WATER DISTRICT
APPROVED FOR CONSTRUCTION:
GENERAL MANAGER _0AME
11V R,CZ nATE
SEWER CONSTRUCTION NOTES
01 CONSTRUrT 8' PVC SDR 35 SEWER PER TVWD SFV. OWG, NO, S-1
CONS7RUCT 4' MANHOLE, PER 7`14D SIT), DWG'NO'S S- 12, S- 1.3 &
S-14
INS7Ai L 4 * SEWFR LATFRAL PFR TVWD STD, NOS - 4
GINSTALL BACKFt,OW 'VALVr AS5EM8LY PER 1 C STD, DWG, NO,
S 29
DOMESTIC
WATER (ZONE 1320) CONSTRUCTION NOTES
I
C)
/NSIALI
8' DIA, PVC, CLASS 235, C-900 WATER MAIN PER TVWD
3TG, DWG', NO W- 17
0
INSTA1.1.
8' GATE VALVE ASSEMBLY PER TVWD STR DWC, NO, W-25
03
INSTALL
,?'AIR V4C PF.I? T 577). DWG, NOW-6
04
iNS7ALL
R)(8'X3" FLO) DUCTILE IRON TEE
RESTRAIN JOINTS AND INSTALL THRUST BLOrKS PER TVWD STO, DWC,
5
NO', W-19
& W-22
O
INS7AII
8' DUCPLE IRON END CAP
,rIl)9
CONSTRUCT FIRE HYDRANT ASSEMBLY' PER rVWD STD, DWGI, NO, W-4
I
BLUE RETRO -REFLECTIVE FH MARKER PER COUNTY OF'
CINSTALL
, 0)
RIVERSIDE
STANDARDS
0
INSTALL
CIATFRAL AND FTFR PFR Tvwr) STD,
I" OPPF-R S1RVX7_ M
DWG� NO'S W-9 RPE & W-10 FIRL
L
z,
cl�
Lod"
zc
x35
�?'
Z
Laj
QL
ZE
(j
'n
0'
wwham below.
Call bdom vou
THE PRIVATE ENriNEFR SfCNING THISE PLANS IS
RESPON99LE FOR ASSURINr THE ACCUPACY AND
ACCTPIASAITY OF RIF DFS(rN HEREON, IN 7HE
&ENT OF DISCREPANCIES ARISING AFrFR COUNTY
APPROVAL OR DURINr rONSTRUCTION, THE PRIVATE
FNG1N1.5`R ShAt? ffl. MESPONS16LE FOR 00ERYININr
AN ACrEPTABLE SOLUTION AND REIASING DIF PIANS
FnR *IRROVAL BY THE COUN7Y_
Le, -I"- __
WORK CONIAWED WITHiN THFSP PIANS SHALt N07
COMMENrF UNPL AN ENCR0A(,HA4FNT PERMrr M:A:RK�
ANL�10f? A GRADING PERMIT 4C1, BEEN ISSU0,
P #ENCINE
m
m
Im
m
ME
Im
21+50 22+00 23+00
1 22
7 60 PE= 1263.2 -
/ � S LA, -92 + 3
2
i 11 — 503
PE 1955 0 MH #,) Z
i lt� Y n Riv
Axa N
L
I .. -.2c .. -
. .
...... ..
STA,22+20, 72
8" SWR X- m; 8,
1.41 'lop "�WW
1254�57 80T WTR
170
PE=?2�2,0
FIE,.1759.0
,2+22.21
1.9(D
PE= 726S6
TR. 36825
FeNoy "
200
PE= 1265,2
I
. ........ SFAL -11-AIGINFFR X.56N By:
RAMS' AWPAC," 8Y., M LR
DRAWN BY:
7H
5
CHECKED 6Y:
4COUNff 108 NUMBER,�
RDR
NO. 75731 r-1vil Erx_*&&r*ig Surveying Pyar"ng OCAI E.
Exp. 6_30-120 6879 Airport Drivo-a., Rivers'de, CA 92504
lel:(951) 688---0241,Fcx:(951) 688-0599 AS NOTED
CIVIL DATE
UNDER 7w
DIESSCRIPPON_ AP IS suff,4101%wa - e! � 7� 04,110119
MVOF/nc�y AaFmm, = 7WJ1 Date:
R E V I S 1 0 N SS 8736
TR36825
8NDy
m
21f"
TAE,:.: 1266�0
TR, 36825
8NDY
STA, ��4 ��6�,J
3
MH J6
1266,0 RIM
AIR VAC
DEAD END
)(
4
0 40 120
20 80 160
SCALE: 1" = 40'
TEM17SCA1_ VALLEY WATER DISTRICT
APPROVED FOR CONSTRUCTION:
GENERAL MANAGER _0AME
11V R,CZ nATE
SEWER CONSTRUCTION NOTES
01 CONSTRUrT 8' PVC SDR 35 SEWER PER TVWD SFV. OWG, NO, S-1
CONS7RUCT 4' MANHOLE, PER 7`14D SIT), DWG'NO'S S- 12, S- 1.3 &
S-14
INS7Ai L 4 * SEWFR LATFRAL PFR TVWD STD, NOS - 4
GINSTALL BACKFt,OW 'VALVr AS5EM8LY PER 1 C STD, DWG, NO,
S 29
DOMESTIC
WATER (ZONE 1320) CONSTRUCTION NOTES
I
C)
/NSIALI
8' DIA, PVC, CLASS 235, C-900 WATER MAIN PER TVWD
3TG, DWG', NO W- 17
0
INSTA1.1.
8' GATE VALVE ASSEMBLY PER TVWD STR DWC, NO, W-25
03
INSTALL
,?'AIR V4C PF.I? T 577). DWG, NOW-6
04
iNS7ALL
R)(8'X3" FLO) DUCTILE IRON TEE
RESTRAIN JOINTS AND INSTALL THRUST BLOrKS PER TVWD STO, DWC,
5
NO', W-19
& W-22
P03
INS7AII
8' DUCPLE IRON END CAP
,rIl)9
CONSTRUCT FIRE HYDRANT ASSEMBLY' PER rVWD STD, DWGI, NO, W-4
I
BLUE RETRO -REFLECTIVE FH MARKER PER COUNTY OF'
CINSTALL
, 0)
RIVERSIDE
STANDARDS
0
INSTALL
CIATFRAL AND FTFR PFR Tvwr) STD,
I" OPPF-R S1RVX7_ M
DWG� NO'S W-9 RPE & W-10 FIRL
LINE fARI-F
UNE j 01STANCF PFARhw�"f -1 - - " -1- ------ ---- -_.1_
L I N7732'
- - - - -------
155,"48, N7732'097
L3 29.7`7' N7732'097E
f 4 113,55' N7732'097'
0
170 FEE -7 SOUTH OF 1-IIE SOUTHWES7 CORNER 01
COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST
� DCE OF CONCRE7 PAVEMENTAND 2 FFET EAST OF THE
k:!(,,'HT C.T.F WAY FENCE, 7HE PE -NCH MARK IS A CALIFORNIA
DIVIS0N 01: HIGHWAYS BRASS DISK IN 2 INCH IRON PIPF
AND CONCRE11 5TAMPLD-----BM-77-A--77----,
ELEV., 1058.40 (NAVD88)
SCALE:
CALE:
N(,
2TE1L__ v,,_ AS N0TE0_
it- - - - - --- -- - ----------------- - - - - - - - -----------
CURVE TABLE
_H RAI DEI _TA TA
I, LEN07
C1 43,28 307,56' 8'0348 9!,6
�C2 41188' 289.00' 8'007' 20 47''
d�_(_)_ - - — ----- 11'1,_j
NOTE'' FACILITY LOCAPON COORDINATED W1 PURVEYOR (TVWD).
PIPE SLOPES ARE 8A. `FD ON TRUE PiPE LENGTHS,
'TRACT O. 36826-4 I.P. 1800,35 SHEEI NO
COUNTY OF R RSIDE
SEWER AND WATER IMPROYEMENT PLAN
SCHEDULE "'A "'
STONEFIELD DR.
STA 21+50.00 TO 23+94.71
FORIFORFSFAR
CO
10SCANA DEVELOPMENT
E-1
-1
0
CONSTRUCI" 8' PIS',' SDR J5 SEWER PER
7VWD STD,
DWr, No, q.-- I
0
A'FMOVF TFMPORARY FND-rAP AND 101N
M.1
3
0
CONSTRUCT 4' MANHOU PLR TVWD S71),
S7
S-12, S-13 &
rx,
Nt
04
1NS7ALL 4' SEWER LATERAL PER TVWD STD, NO, S 4
c:9
CONSTRUC7 5' MANHOLF PER TVWD STC)-
DAIG, NO'S'
02
Z
INSTALL BACKFLOW VALVE ASSFM&LY PER
U)
DWG, ND
c6)
S-29
r4-
'S
CD
Z
uji
�3
ti
C
LLI
ZSTA,
12+
- -
-1.
JOIN I X
C)
rL
c:L
c�
Ck--
--<,
I
1210
am
M
am
m
mm
on
m
m
12+00 1,34-00
14+00 15-4-00
/CONTRACTOR 10 VFRIFY
/1 10CATION AND Fff.VATION
(.FiISTING UTILIrIFS
STA, 7 3 )71.FTO CONSI-RUCTION. I I
ING 18" SD
87"
PE= I 19ZI)CID PE 1 79,98 RolSO
5TA,12+70,65 '72 6'
GO
_JsJA
El S�r16W�
5 84
P� 6)
STA 12 7'? 65 PE= 1192-0
STA -13+90,92
�LIP$k7 RIM P 8" SWR X -/NG 18" SE)
11178,55 TOP SWR
! � ? 11 V 0V 11
cl) C)
-4j
I N \ 5 TA ' 13+E 1, 57
STA. 1,7,4-:7.5.14 11tAT A�- 4c 8'
Q�h (D 10
oFH ,4' 1182,64 BOT WIR
189,0
1181,57 TOP 5D
2
0
pr -I 118fL5 603 1 604
TR, 36825
BNDY
THF PRIVATE ENGINEER SIONING THESE PLANS IS
Rf SPON!qRl - E FOR ASSURING TPF ACCURACY AND
ACCEPTABIL11YOF TH� DFSIGN H�P%FON. IN 7"Iff
VENT OF' DISCREPANC71FS ARISINI,' AFTER C, 1JN7Y
APPROVAI -OR DURING CONSTRUCTION, 714E PRIVATE
ENriffl-ER ShAdJ RE RFSP0NSJfAf-' FOR 0FTFRA4NMN('
AN ACCFPTABLE SULLIHON AND REVISING THE PtANi
FOR APPROVAL PY EPIE COUNTY
WORK CONTAINFO WIT11IN T.HFSF MANS SH41.1 N07
COMMENCE' UNTI. AN ENCROACHMENT Pf-RMIT DA777 JwAM�MARKW
ANDIOR A GRADING PLRMIT HAS 6rrN ISSUFf.), I CNGINEER
0
@5 6 1
I go pF1 191,5
SEWER CONSTRUCTION NOTES
0
CONSTRUCI" 8' PIS',' SDR J5 SEWER PER
7VWD STD,
DWr, No, q.-- I
0
A'FMOVF TFMPORARY FND-rAP AND 101N
EXISTING
3
0
CONSTRUCT 4' MANHOU PLR TVWD S71),
S7
S-12, S-13 &
rx,
Nt
04
1NS7ALL 4' SEWER LATERAL PER TVWD STD, NO, S 4
c:9
CONSTRUC7 5' MANHOLF PER TVWD STC)-
DAIG, NO'S'
02
INSTALL BACKFLOW VALVE ASSFM&LY PER
7VAE1 STD,
DWG, ND
c6)
S-29
RNDY
ti
C
ZSTA,
12+
- -
-1.
JOIN I X
14+00 15-4-00
/CONTRACTOR 10 VFRIFY
/1 10CATION AND Fff.VATION
(.FiISTING UTILIrIFS
STA, 7 3 )71.FTO CONSI-RUCTION. I I
ING 18" SD
87"
PE= I 19ZI)CID PE 1 79,98 RolSO
5TA,12+70,65 '72 6'
GO
_JsJA
El S�r16W�
5 84
P� 6)
STA 12 7'? 65 PE= 1192-0
STA -13+90,92
�LIP$k7 RIM P 8" SWR X -/NG 18" SE)
11178,55 TOP SWR
! � ? 11 V 0V 11
cl) C)
-4j
I N \ 5 TA ' 13+E 1, 57
STA. 1,7,4-:7.5.14 11tAT A�- 4c 8'
Q�h (D 10
oFH ,4' 1182,64 BOT WIR
189,0
1181,57 TOP 5D
2
0
pr -I 118fL5 603 1 604
TR, 36825
BNDY
THF PRIVATE ENGINEER SIONING THESE PLANS IS
Rf SPON!qRl - E FOR ASSURING TPF ACCURACY AND
ACCEPTABIL11YOF TH� DFSIGN H�P%FON. IN 7"Iff
VENT OF' DISCREPANC71FS ARISINI,' AFTER C, 1JN7Y
APPROVAI -OR DURING CONSTRUCTION, 714E PRIVATE
ENriffl-ER ShAdJ RE RFSP0NSJfAf-' FOR 0FTFRA4NMN('
AN ACCFPTABLE SULLIHON AND REVISING THE PtANi
FOR APPROVAL PY EPIE COUNTY
WORK CONTAINFO WIT11IN T.HFSF MANS SH41.1 N07
COMMENCE' UNTI. AN ENCROACHMENT Pf-RMIT DA777 JwAM�MARKW
ANDIOR A GRADING PLRMIT HAS 6rrN ISSUFf.), I CNGINEER
0
@5 6 1
I go pF1 191,5
SEWER CONSTRUCTION NOTES
0
CONSTRUCI" 8' PIS',' SDR J5 SEWER PER
7VWD STD,
DWr, No, q.-- I
0
A'FMOVF TFMPORARY FND-rAP AND 101N
EXISTING
3
0
CONSTRUCT 4' MANHOU PLR TVWD S71),
DWG. NO'S
S-12, S-13 &
15- 14
04
1NS7ALL 4' SEWER LATERAL PER TVWD STD, NO, S 4
c:9
CONSTRUC7 5' MANHOLF PER TVWD STC)-
DAIG, NO'S'
S - 12 &. S--14
INSTALL BACKFLOW VALVE ASSFM&LY PER
7VAE1 STD,
DWG, ND
c6)
S-29
DOMESTIC WATER (ZONE 1320) CONSTRUCTION NOTES
0 INSTALL 8- DIA, PVC, C1_A3;Li 235, C-900 WAIER MAIN PER 7Vwf)
1 STC;. DW(,, NO, W-17
7 REMOVE TEMPORARY CONSTRUCFION E`ND CAP, dOIN EXISTING
09 CONSTRUCT F7RE HYnRANT ASSFM0 Y PFR 7�wr) STD, OWC, No, W-4
INSTALL &LUE PETRO - REFLFCTNE FH MARKER PFR COUN7Y OF
10 RIVERSIDE STANDARDS
C-)INS7ALL I' COPPER SERVICE LATERAL ANT) A4F.Tp.rq PF"II -rvAf) Sm,
OWC, NO'S W--9 FIRE & W-70 FIRE
10-1 INSTALL 4' BLOW OFF PFR TVWD STD, DWG. N(). W-2
LINE TABLE CURVE TAKE
. ... ......
LINE DISTANCE EIEARTNC CURVE L I fMDIUS DELTA IAN
L 61,80' N78'14'44"W C1 178 2,4,00' 34'455'26"
------- ---
1.2 a&6' 59'50'W C2 188,66' 311,00' 34'45726* 97-5,5'
. .......... . .......... . ...... . - - ------
W 182� 77' S66'59'50W r,3 103,48' 2,94,00' 20*n,9`58' 52.28'
.... . ... .... - ----- ------
L4 184313 566355450"A' C4 109,46'317,00'20*09'58" 5530'
-- --- ........... , - . . ....
L5 8,58' N46'49'521 C5 12010'306.00'22'35'59" 61,14'
6 63,80' N78'I 444 V C6 I 1199 289 . 00' 27,35559 - 57 75'
. . -. . .. .. .. .. . - - - --- - -- - -1
LL7 340,06' S66*59',150"Al
L8 61,00' S66'59'501V
8.58, 34 6'4,9'5 2 V
0 40 120
6R9 n E-7-0
10
2 80 160
SCALEI" = 4(Y
16+00 17+00 18+00 19+00 204•-00 21+00 214-50
73
60
0 74
PE= 1250�8
76 75 PE-124�5�0
8 1 8 0 C (
79 '10 77 pf" 1 ?"30, 5 PE -12. 8-3 D CD @ 78
PF= 1195, 0 PE= 1;,179,0 PE= 1203,5 PE=1209,0 PE=1,214,0
P:.: 1224
PF-- 1219.5
STA� 19+0505
84(:D' 10, "Tm)-�
PF= 1192, 0 X -IN('
1217,29 TOP SWR
-4VH 4
S -I�A -4,32, 77
�TA,20 i`2M9
(3�)
S'TA, 15+50,0
3 (D(Typ') 121&80 867' SO
MFL I -RD Rf' j
12,37, 10 RIM
11933 RIM 7209,0 RiM rn +
Z C6
� - t k -,-,
........... .. ........... .......... -
.. .. ........... -- -------- C3
Q>09 . --
NEFIELD DR.
0 S 14
--fe
ff T
CA
. .............
. .. .. . .... .
v.
.................. . . .... ... ...
STA,204 38,80
01 P _j
C9) F. S7A, 19+ 16,53
SLA, 16+84,50
ELK- 1 17 2521)
"i�19a98 rop eel`16
R/w 7221�02 ROT WTR PE= 1
(67
PE=1244,5
is c.L.(TYP")
01,5
7 )10 @6 GO 12 14 PR 34...
'05 8
0 9
PE 191.5 PL.
L 1194,0
PE= 179 75 PE=72,30.5
PEz-- 1202,5 PL= 12075 PE= 1214,5 P11, 1, 220, 0 PE= 1225 0
TR. 36(U5
RNDY
. . .. .. .. .. .. .. . SEAL -C-AIGINf. FR DE59GN BY-
RANS PXPARM By: LR
'ar DRAWN BY,,
j* To
d
CHECKE0 BY:
EW 0 1 tv E RDR
NO. 7,5731 010 EfV*100r*V - -`4w'Vey*V f 1'9rw*'9 SCALE,
EXP. 6-30-20 Jr 6879 Airport Diive, Riverside, CA 9'2504
Tel:(951) 688-0241, Fcx�(951) 688 0599
---f13 -NIIIEL,
DATE:
"f> cim UNWRI 77f
VESCR)PDON APPR TE ,UPFW,%N 04111119
DA
I? F V I S f 0 N S �,OUNTY JUB NUMBER:
4 4, 8736
0
NOTE: FACILITY LOCArION COORDINATED W/ PURVEYIDR (7VAID),
PIPE SLOPES ARE BASED ON TRUE PIPE LENGTHS.
TFME5(','AL VALLEY IMATER D157RIC'11- BENCH MARK: NGS 71 A IDE 5558 --4 If 1800,35
............ . ..... TRACT NO. 36826 SHEET.
HEE7 NOx
Nw
1/0 FEET S001H OF 7HE SOUTHWEST CORNER OF
S APPRO10-0 FOR CONS TRUCTION., COUNTY OF RIVERSIDE'
A I COLDWATER WASH BRIDGE' 97 FEET IVEST OF THE' WEST
f / 1 8
OF CONCRETE PAVEMENT AND 2 FEET EAS' ' r S
OF THE EWROVEMENT P
ER AND "TER IMPLAN
41 RICHT OF WAY FE NCF, THF RFNCH MARK' IS A CAI IFORNIA SCHEDULE "A
- r1117�, �11ANZIR V TE DIVISION OF HIGHWAYS 01"NISS DISK IN 2 INCH IRON PIPF
AND CONCRETE S7AMPED----8M-71-A--77-- STONEFIELD DR.
f w STA 12+70.65 TO 21+50.00 OF 9 SHEETS
ELEV.. 1058.40 (NAVD88)
W,0, CQUN7Y,
SCALE: FOR FORFSTAR
H: AS NOTED, ✓v�, S NOTED
7 r)S ANA DEVELOPMENT CO, 8736
R,C,E FPIF FILE NO
94 1--
Ell
Z
100 PS OTFR PRESSURE FOR DUCTIIE IRON ANO PVC PIPE
. .. . ..........
NOMINAL
8. DrAD FND
x
'
TOTAL POUNDS
77 SQ,
FT
LODE OF' CONCR,17F PAVFMENT AND 2 ffl.7 FAST OF THE
PIPL
DIAME7 ER
DFAD END 90'
41.
2,E5'
11"°S'
5 3,
ON,
OR TLE
10
BEND
BFND
BEND
BEND
C)
1,810
Z559
1,131,915
706
355
162
6-
3,739
5,288
2,862
1,459
733
334
8'
6,433
9,097
4,293
2,5 "0
1,261
.575
10,
9,677
13,685
7„4(')6
3,776
1,897
In
12,
13685
19,35,3
10,474
�z
2683
1224
14
14-
:R1
PSI (6,9 BAR), M00-1PLY
THE THRUST 08FAINE0
IN THE ABOVE
r
THE RA710 OF
THE PRESSURF TO
100 PSI
(15,9RAR),
LATLEAL
(PSS-) PER
FOOT OF acr-,TH,
PER GFOTECHNICAL INVESTIGATION,
Q -
CL
�3
L
Lu
cr-
CI
p:
CL-
d-
(")
ct:
7,48LE A, 10-8,2(q) 7AKFN FROV NFPA 24, 2(W,I2 EC)IT701\1
THPLrST AT FITTINGS AT
100 PS OTFR PRESSURE FOR DUCTIIE IRON ANO PVC PIPE
. .. . ..........
NOMINAL
8. DrAD FND
x
'
TOTAL POUNDS
77 SQ,
FT
LODE OF' CONCR,17F PAVFMENT AND 2 ffl.7 FAST OF THE
PIPL
DIAME7 ER
DFAD END 90'
41.
2,E5'
11"°S'
5 3,
ON,
OR TLE
OF NO
BEND
BFND
BEND
BEND
4.
1,810
Z559
1,131,915
706
355
162
6-
3,739
5,288
2,862
1,459
733
334
8'
6,433
9,097
4,293
2,5 "0
1,261
.575
10,
9,677
13,685
7„4(')6
3,776
1,897
865
12,
13685
19,35,3
10,474
58,340
2683
1224
TO DETERMINE
RE' 7HRUST AT PRESSURE ODIER THAN 100
PSI (6,9 BAR), M00-1PLY
THE THRUST 08FAINE0
IN THE ABOVE
TABLE BY'
THE RA710 OF
THE PRESSURF TO
100 PSI
(15,9RAR),
LATLEAL
(PSS-) PER
FOOT OF acr-,TH,
PER GFOTECHNICAL INVESTIGATION,
STATIC PRESSURE = 141 PSI, PFR STATIC virFrRrtqFiAi., r.1 O5_w7182(MIN F1 FV,)FTj\,2,J1 FTIPSI
PHESSURE RATIO .141 PSI 1,41
100 P -Si
SAFETY FACTOR 1,5
(THRdST FORCE x PRFESURE RATIO) x SAFF77Y FACTOR
THRUST HLOCK BEARING ",'URFACE REQUIRED
LA
IERAL BEARINC STRENGTH OF' SOIL
GENERAL CRITERIA FOR BEARING "'" BLOCK ' DESIGN:
1, THE BEARING SURFACE SHOULD, Whbql: ' POS;StYLEt BE P1ACF0 AGAINST 1.,jNDtS,1UR8FD SOIL,
E. WHERE NOT POSSIBIE TO PLACE THE REARING SURFACE AGAINST UNDISTURBO) SOIL, THE FILL BE-1WEEN THE
BEARINC SUPFACE AND ONVISTURBED St,111. MUST BE COMPACT21 TO AT LEAST 90 PERCENT STANDARD PROCTOR
DENSID' ,
3, BLOCK HEIGHT (h) 0-1001-0 RL FONAL TO OR LESS THAN ONE-HALF 7HE . TOTAL DEPTH TO THE BOTTOM OF THE
DLOCK (Ht), BUT N07 LE -SS PIAN rHE PIPE DIAMETER (D),
4, RLOCK HE017 (h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES 8FTWEEN oE ANP
TWO TIMFS THE HEIGHT (h).
Im whars below.
Q-11before you
7HE PRIVATE ENGINEER SIGNING FHESE. PLANS IS
RFSPOMSIBLE FOR ASSURING 7HE ACCURACY ANO
ACCEPTARUTY OF T14E DESIGN HFRFON, IN THE
EI�FNT OF DISCREPANCIES ARLSING AFTER COtINTY
APPROVAL OR DURING CONSTRUCRON THE PRIVATE
ENGVETR SHALL 14E RESPONSIBLE FOR DETERMINING
AN ACCEPIABLE 301UTION AND REVISING THE PLANS
FOR APPPOVAL BY TETE COUNTY
WORK VOB
NTAINFD WITHIN TlqE PLAN; SHALL NOT
C0qkfFNC1E UNTIL AN ENCROACHMLN( PERMIT FLUM 11 E413Y JAMIA:i:eX
M01OR A GRADING PERMIT HAS BEEN 7SSUEO. ENCINFER
REQUIRED THRUST BLOCK BEARING SURFArE
COUNTY OF RIVERSIDE
8. DrAD FND
x
'
' I X ' '
1,41 x 1-5
77 SQ,
FT
LODE OF' CONCR,17F PAVFMENT AND 2 ffl.7 FAST OF THE
(442 PSTTi-�
x
4 nEPFH4
, N
R!GHT Of WAY FENCE, THE EILNCH MARK 15 A CALIFORNIA
8' TEE =
6�43,3 LBS, x
(L�
1442 P�,"
1,41Lx 1,J-
7?'T�T-f�7
77 SQ,
FT
8' CROSS
(6 433 LR
(L7
RAS PSE x
4 DEPTH77
7 SO.
FT
8- 90- BEND=
L1_,?LR�
(442 P,5T-;--T-D-E-TT-H7
1,41) x 1-5
t tT.SCS.
FT'
SCALE,
dI°AS NOTED S' NOTED
FORESTAR T O.
8' 45' BEND =
(1,293 LBS, x
T4-42P'ET--yT`DFP-1T)—
1.4�) .1-5
= 5 SQ, F T,
8' 17-25' BEND
=(1261 LBS x
1,41) x If -5
—x4 �ZTPTT) -
NLE IilTIIRUST E'k,OCK LOCATIONS To -PE INSTALLED PER
T'AtD STn, N-22
NOTE 2.Ivwo MIN+ MUMS ULS3T BE HELD WHEN CALCI.R-ATIONS HEREON
ARE LLS5 rHAN THAT SHOWN ON 7V#0 SID, W-22.
Will
EVAO
SFAL-FNGINFER DESIC3W BY:
RAW PREPARED BY, LR
DRAWN YK
. .............
JAY 4m m TC1 Afb
EI
1ECKF0 BY,
NO. 75731 9urveying Ptsnning --scA
EXP, 6-30-20 6879 Airport DH've, Riverside, CA 92504 s
. . ............ Tek(951) 688 012-41 - Fax:( 688-0599 AS NOTED
0 v1%- UNDER IHF DATE.
DESOC'MpTiON -�>" 2
APPR, DA I F 11 �!/�
SUKAWOV(,K'' 04,110/ I
m1k sl, ,Aly Adkison, R, [Tats"'
8736
PE V I S 1 0 N S C00N7Y )OR NUMRER,
I
4, GAIARD posr
(2 Tyf�,) SEE
DETAIL
77777177
W (Typ)—,x
SEE W-1
FOR LOCATON
EL&
'N�
+
SEE W-22 FOR
THRUST SUXX
�j DETAiLS
11
x -FILL WTR r4NCRM
ig.42101112m
M2
LEGM
01 S' x 4' x (2) 2-1/r VJF" nRE WMANT WAD, ALL
8RONZF- YELLOW
SREAK-W- SPOOL
HYDRANT SURY MET. 6* DUCTILE MON, LENG11A AS
REQUIRED, FLO x MJ OTH ANCHOR IN THRUSIL W.".
'04 6- Pvc PIK. C -Noe, m--2,00 MIN,
(�) S' GATE VALW, FW * FLO
06 MJ % VJ . 6- FLAWZD 7FE
07 6 DREAK-CWT WXTS, 5/8- x r HEN HEAD ZNC PLATED
REFLEC-PW PAWA"l MAWER (BLUE) PER FRE DISTRICT
REQUIREMENTS
09 CONCRETE PAD V x I x ir
,
I
& : 4immil
WN297m
ka R-VN'A DAT; Ry 1,71c—Tom
8 3R SEP 11 2%5
A
7 L'�T
LIF qFLA77-7 AR 16 . ......
ORT11111 F�T NO -T
—;I--
OMTRICT Mom
7EWSCAIL VALLEY WATER 0/sTR/CT
,Rt, '41
A, APPROVED FOR CONSTRLk"TION,
4 4DA
R,C�E LWE
CONCREIE
er SUP CAN SIDEWALK
COYER AS PER W-2*
ND=
I, Rum To w -i, "ARRuRmNANcE LmAro"s * Noim
2. FIRE HYDRANTS TO W EPDXY COATED CHROME YELLOW
(SEF W-1)
3 GUARD POSTS NOT REWMED WHEW HYDRANTS ARE LOCATED
BEHIND SIDEWALKS (SFX W-1)
ALL XXNTS ARIE RFOUIRIM TO RE RFSTRAINEM
5, GAMT ALL UNDERG"AV RAW IRON
6. FILL OREAKOFF PALT HOLE W/ SILICON OR EPDXY.
FIRE HYDRANT (PVC PIPE) W-4
NOTE, FAC11,17Y LOCATION COORDINATED Wl PURVEYOR (TvWD),
FIIPE SLOPES ARE BASED ON I'RUF PIPE LENGTHS,
TRACT NO, 36826-4 /,P. 1800,35 1 SHEET NO,
170 FEET SOUTH OF THE SOUTHWEST CORNrR OF
PP}
COUNTY OF RIVERSIDE
LDWATER WASH BRIDGE, 97 FEET Wi:ST OF THE WEST
LODE OF' CONCR,17F PAVFMENT AND 2 ffl.7 FAST OF THE
SEWER AND WATER IMPROVEMENT PLAN
, N
R!GHT Of WAY FENCE, THE EILNCH MARK 15 A CALIFORNIA
SCHEDULE "A""
DIVISDON OF HIGHWAYS BRASS DISK IN 2 INCH iRITN PIPE
AND CONCRFIF
SEWER & WATER DETAILS
ELEV.: 1058.40 (NAVD88)
OF
9 SH FET
SCALE,
dI°AS NOTED S' NOTED
FORESTAR T O.
A DEVElOPMENT CO. 87-3F
Phos e 2\7? -act 36,926-4\Spwer and 13cter\,36826-4 SWR 09,dwg