912v_wtfIv= .- -�. A
t00._
t. iw� AIrs�ltt Aft FACIu»s Iry AVC0 CE WIN Lfir
�I N
A,iiLLAD S%VAW arma 10 1106 AND
4� 7W A57P ICT OFF ComwKwo � E
p w � arsowwm=d AND STJN4041N? 90011I1AMOS all IW JW
AT AK 4M
A p Am1t4w Apr 44V SMUL Mr ACOLVIED BY IW APPLKY*Vr OR R►A1M'AR
AND JIB' aM r AIN'T OF IW -SPit3Fxxn0NS.
r_ 2 7W MIN011M AAAA MN AIMM ARE A0 EPY AMW PART O )W iPI
' 4 AnIO N NREL NOT W Mme' 1RJ N4X PLANS IgTMa{!T IME APPRDMIL OF LLOW
I APIAMM Oi' ft= AL4W Ar "MD DOES NOT AOMMSMW A NOUS 101100f OF 7W
I CCLON r Or AME LOCUM E EN SIENIL E OR N NV- OF IMT
_
APE OR STS WMA N THE' LAiMTS OF flrNlMlf.
IFY R G SMAILL ATOM Y IW LLUC OMIE IIEEK POW Til STINKING 0011057IN
N
z TIE LLSI NIMpiLw swu E PLAIWASNED WIN III SETS OF PAIla • ommms
.-�'" � TIE � SMA4LL 1 1O CAL OSFM SAFETY RE'01
t # AME !;ANMD SMItL SEAIriM' TO TIE LLIID A SOILS RDVW BY A Or %AvlED
l 0401 "S TWAT ALL TRENCH 840V .L Illi
Illi ' AW MME S11A[.S EI NICER AN AabNDIiAKE' NITN PROAECT
4TAFNIIS AND LLM• almmyclollams
10. EACH LOr SIUL AE S WIN A FOUR (4) -#104 .SEWN LATaEM Sir AT A
i ANSKNI MW* OL S KININ A IUM/ IMfW OEM OF &0 FEET IiOW TIMI W1
wI
OF E Cf# AT 1'!E0 tAAAir URA= OI5f AFF01 NED Ff T►E LLW
11. ALL AAMN S SWU W LOOM AS ShaNIN ON THE 0490006:5n AQP UAAER LLMD
VANX7 N 70 MW MIMES AAD OPI R M ROVEAE)V S LATEAALS SMNLL E 4'
f IJII> S NOTED ON 7HE 044IIIINL& ALL LAIMM5
ow AN AM:anavix IMITH STAAA<, w DA4WIW6 An S -I.
LAMVXS lIA4LL E A149MAO AV ACCOARDVVE WW LL4V SIIVIIDAIKI DVOM ATOS
S-4 S-A S-A AND S-7
COMM 11 IS IMAM PEAMMTZEO.
F t3 ARL f� H?STRX RESUM BY YW LLI D ML E AT THE EXPEINSE OF TME
C1dM1
. _ . III 7w cown4cm span AM=V AW010 4M. EATON TME UND A SPEC70R PRIOR TD
alCMis, m aw AMA" w Pff 09 W E:
IS ALL � AAMNS VALL BE TESTED BY %* TEST AETMI'a' NrYEN
(.al%PINC ll f At we LLMD T1aw
110L ALL Accall man taw 29 �L E TESZiD BY 141=061 7FSTS' AS D
AN . W LLSO TAOMAE'.
17. 00111101001 SPOU PRRWAK 11OW70 NOTFK,ATA7N REQUESTING A S157EW SIVTDOW
FOR MWWCMW IO NNW SAM AVI ICA WNSMA4U E AMIE A
N4 Ate/ tyr mw In is . ro S410 SNUTDOlm TO 7HE LLWD D/STIRIC'T
1AIL CAWWW S1WU -A GUN AFAE'D SUPERWYENDENT WITH FULL AflI 041ITY
R) AE Ef _ IPE IW Cl N"01CM SW SUPERINTENDlEW 9d4U E ON JOB
SITE AT ALL
1 f SWIL AIPP lMl ALL WOM MW IRYERSW COUNTY AW EJNT
.E►1I1011C TBM/ M• AC000190M SIM ALL REQUIAIEVENIS OF Silt DIEYMIRIAW
J{AME 1REME }IMI TNT IE AOIML. TEMNNOIMIRY PA EAEMT (INCLUDING
r AW MIMW AN'i AAD PEI1MiWrENf TA4fIrIC STIRMRPING.
E ALL MIN" IIC,lW AND MOPWMN OF THE SEWER SMALL E AM COM 001MI Y
WN IW AKIIJ)"S OF LLMD AND NIHEI W COUNTY STBANDAADIS. fAEUIMIE TO
MW Mr• 1EaMIMWk&M 00r. OBE ASOW ArOr WEN ED AGlE NCAES WILL E C IUM MR
2f. AW ��Y So 'i - (W J5) AVACCOARDII NC.E MIM LLWD IIIOMI�S
N. A 1 I!' C V N ACCORQINCE WI LLNO STANQ4RD DA4WIIN6 NO.
S-12
t.J AM RICA ML 10I SE' N ACCOR04WE WIN LLMD SWAOM
pilOMlf Na s-1 AAAI S-2.
ImUMM AND ZSTMTE OF QUANTMES
OTY
UW
L.EWW
DESCRIIpWN
.STD. DMC
STD. DOING
319.21
LF
NiSTALL s' P.V.C. CL ISO, C-900
LLW-22
11.11
If
1
1
MA TILL r PMC (lORMa) Prww
9-1
EA
C>
CONSTRUCT STANDARD 6" RESIDENTIAL
LLw-7
LACONNNI
Z
T N' DIA. PRECAST
CONCRETE MAllow
$-1t
--14
EA
CONSTRUCT 2' AIR t SP
SS
16
ILA
3
CO11W I -_ 4' SEWER LATERJAL
('MATE IAAIERRUL AS SEVER MAIM)
S-4
S -7.
LLw-10
T
LLW- i I
BACKFLDWY
a
EA
R SMLIRER
�(SNIE MATEIAL" 0
S-29
LOTS RWRI G
SEWER BACKFLOW YALIMS
1Ji4CT NAE71. 2i�s'
rAmMinum-
itt WM =MI Y AMM . �. aMwMRItM1 AROW OEIRII W ROAD:
w _ OW +/- AV, QF me #AM flF 101=& tiWW N NOW AND LERIOY
1 +/_ W'7Y OF P.P.11I E'tY OF THE QOV'IERIM OF
A I+iM WAW I 7' 1F/- NlY ELF 11AF N LY 0W# A C004CIIE7E CLALWNT• T
+/r NILY OF IW E TW QF LOW SMT Ir +/- W%Y OF A S' HIGH 044TH
LOW FS" CWWt Yr #l- !E %Y dIr P.I. AWIII 171' ERY OF ALM.
S314- A AMTS D1!'ilC STJyPIED 5310 lam AE'geT tm
EUV. 907.5180
II Sm win Alwt ._.
4 4= -
227-2000
SEWER
���Ni1MER
'sem ► /
oNrE:
DATE
6z WATER IMPROVEMENT PLANS
TRACT NO. 27945
I N D E X
JW A P
Sca* 1 " - 100 ft
.... 7..fi..fi V V V+.. S . .. qrw YiYI... . �.
IM IS TO CERTIFY THAT RMERSADiE COUNTY DIQIIRIMENT OF
NNALTH APPROVES THE L OF THE HEPATIS 06CMO
SEWER LAWS LAYOUT ( TER LAN LAMff (✓)
V l�
_--
APPOOM JIM
-�1 cry 1 s.!`MAIY
Its: GATE: 1 i J�i"1!'
CKED !1'!:
DATE:
WATER
LEGEND AND ESTI M TE OF QUANTITIES
QTY
UNIT
LEGEND
DESCRIPTION
STD. DOING
319.21
LF
NiSTALL s' P.V.C. CL ISO, C-900
LLW-22
1
LLw-2S
1
EA
C>
CONSTRUCT STANDARD 6" RESIDENTIAL
LLw-7
1
FIRE HYDRANT ASSEMBLY (SX"2-1/2)
LLw-i
1
EA
CONSTRUCT 2' AIR t SP
LLw-!
RELEASE ASSEMBLY
LLw-10
T
LLW- i I
1i
EA
14
1" COPPER WATER SERVICE ASSEMBLY
LLw-14
1
Ew
INSTALL i' CAST IRON END CAPS
LLw-24
2
EAS
"' 7
COIISTRIICT CONCRETE TRUST BLOCK
LLw-26
1
EA
�f\
INSTALL BLUE RETROREFL.ECTIVE PAVEMENT
L ��
MARKERS PER RIV. CO. FIRE DEPT. STD.
WA TER NOTES
I. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES AN ACC A04NCE WITH LEE
LAKE W47ER DISTRICT (LLWD) N14MW SYSTEM FOCALITY REO IIREMENTS. STANOW
SP£C1FIC471ONS AND STANQ4RD QINAIII LLWD STANOURO SPECIIFICAT11M AND
STANDARD DRAIMNGS ARE AVAI ArKE AT 774E DISTRICT OFFICE CONITA4CM SMALL
BE IN POSSESSION OF DISTRICYS SPECIFICATIONS AND STAA04NO DiRMMIMGS ON TME
JOB SIT£ AT ALL TIMES.
2. ALL PERMITS REQUIRED BY CAW SMALL BE ACOUlRED BY THE APPLKANT OR TI
CONTRACTOR AND ARE MADE PART OF THE SPECAFIf.AINNYS.
3. THE DRAWINGS AND DATA HEREON ARE HEREBY AMOE PART OF THE SPECIFIG47IONS
4. REVISIONS WILL NOT BE MADE TO 7MESE PLAITS NITHO+UT THE APPROVAL OF LLWD.
5. APPROVAL OF THESE PLANS BY UND DOES NOT CONSTITUTE A REPIRESENTA70N OF TME
ACCURACY OF 7HE LOC477ON OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
UTILITY, PIPE OR STRUCTURE W!T>~NW THE LMNTS OF 0471W.
6. THE CONTRACTOR SHALL NOTIFY TME LLMD'S DISTRICT ENr INEE•R A ANNKMUMf OF ONE
WEEK PRIOR TO BEGINNING WOW SO IMT NSPECTIOANS CAN BE AN44NGED AND
PROVIDED.
7. THE LLWD INSPECTOR SHALL BE FUlW*VED WITH IHMREF SETS OF PROJECT DRAPINGS.
8. THE CONTRACTOR SHALL CONFORM TO CLAIRENT CAL OSMA SAFETY REOINNEI ITS.
9. THE CONTRACTOR SHALL SUBMIT TO THE LLND A SOILS REPORT BY A QLAVAFAED
GEOTECHNN,^,AL ENGINEER WHICH CERTIFIES THYIT ALL TRENCH 04CKFXL NMS
COMPACTED AS DIRECTED BY THE SOILS E7MGNMEER AN ACCORDANCE WIN PROJECT
SPECIFICATIONS AND LLWD SPECOVA IONS.
10. JOB -MIXING OF CONCRETE IS NOT PE7lMNTTED.
11. ALL CONCRETE TESTING REQUIRED BY TME LLNID WILL E AT TME EXPENSE OF THE
CONTRACTOR.
12, CONTRACTOR SHALL PROVIDE IIiRfr" NOTIFICAflON REOUESTOIMG A SYSTEM/ SHUTDOWN
FOR CONNECTIONS TO EXISTING SYSTEM. SOLD N0TIF704TION SMMLL BE AMOE A
MINIMUM OF TNRf£ WEEKS PRIOR TD SW SHMIIDOWW TD III LLWD DISTRICT
ENGINEER.
13. ALL CONNECTIONS OR Elf -INS TO THE EXISTAMG FACAL/TIE3 REOUM4 SYSTEM
SHUTDOWN AND DRAINING OF THE EXISTING FACILITIES SMALL BE DOME AT NI OR
AS APPROVED BY THE DISTRICT.
14. EACH LOT SHALL BE SERVICED WIN A MINIMA W OF 1' COPPER LATERAL NITN AFTER
AND BACK FLOW PROTECTION DEVICE. A 34-M44H MONLEyR -#-TTE' SMALL ME
CHISELED W THE TOP OF EXISTING CUMRB ON AMRRIWTED AN NEW CURB AT ALL NITER
SERVICE CONNECTIONS.
15. AIR VACUUM AND AIR RELEASE ASSEMBLIES SMALL E #STALLED IN ACCON W" NIM
LLWD STANDARD D064WNGS LLW-!, LLW-10. OR LLW- i l• AV RELEASE MILYES SMALL
BE INSTALLED AT ALL HIGH POINTS AND KOH+ -01"'S AT ALL LOW POWYS Ml TME
WATER LINE PROFILE. FIRE HYDRANTS CAN E USED AN LIEU OF A AAM -ML AIR
RELEASE OR BLOW -OFF WHEN LOCATED NEAR TME HIGH POINT ON LOW POINTS AN TME
PROFILE. BLOW -OFFS SHALL E ANSTALI AN COAs 006VMCE TO LLWD-4.
16. ALL EXISTING FACILITIES TO BE TIED INTO SHALL E FIELD YERIIFIED AND NOTES
SHALL BE SUBMITTED TO THE DISTRACT PMRAOR TO CONNECTION.
17. MUTER SYSTEM SHALL BE PRESSURE TESTED IN ACCON041VCE NNTH STANGQARO
SPEICIFCATIONS.
18, ALL VALVES, PIPING, AND APPURT1ftV4 'S SMALL E DESOVED TIO MEET OAR EXCEED
THE SPECIFIED MINIMUM DESIGN PRE"URE SHOMW ON TME PLAN LE S) *M. AN
ADDITION, ALL VALVES, PIPELINES AND APPURTEWNCES SAWL ME TESTED AT 10N
HIGHER THAN THE MINIMUM PARELAE DESIGN PRESSURE. VALVES SMALL E CAPAMLE
OF WITHSTANDING DESIGN PRESSURES AN A CLOSED TION. TESIMIG SMALL E
PERFORMED IN THE PRESENCE OF TME' DISTRACT INSPECTION
19, CONTRACTOR SHALL DISINFECT ALL PIPELINES AND AP01IARTE144NCES EITHER PRIOR To
OR AFTER THEY HAVE BEEN S AKCTED TO HYDROSTAIIC AND LEAKAGE TESTING. THE
METHOD OF DISINFECTING SHALL CONFVRV TO PROWSOVS OF ANRIM C-001 (LATEST).
THE CONCENTRATION OF 114E DOSAGE APPLIED 9MLL E ARESI'RAED BY TFAE OISMACT
AND SHALL BE AT LEAST 50 pprn AND IT SHALL NOT EXCEED 200 ppm. CHLORIN47ED
WATER SHALL REMAIN IN THE PIPE LONG ENOUGH TO DESTROY ALL NON-SPOW-FO MING
BACTERIA (MIN. 24 HOURS).
?0. CONTRACTOR SHALL FURNISH PHYSK.AL MID ChEANGAI 1EST RESULTS FUR ALL
FI7nNGS IN ACCORDANCE TO LLI D STANDARD TIONS
21. ALL MATERIALS, TESTING AND INSPECTIOAV OF TME PAPE SHALL BE AN CONfORMNTY
WITH THE REQUIREMENTS OF LLIID AND THE AW04 STAAGW S FAILURE TV AEET ANY
REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE MR RE,AECTION.
22. FIRE HYDRANT SHALL BE CONSTRUCTED AN ACCORDANCE WITH STANLiARD D04 MOGS
NOS. LLW-2, LLW-3, LLW-5, LLW-6, UWI ON LLIII
23. WATER LINE CONSTRUCTION SHALL BE d' PVC (PSC. CIL OR STEEL) IN ACCOVO4NCE
WI7H STANDARD DRAWINGS NOS. LLW-22 AND LLW-25 FOR PVC POPE AND LLW'-2B,
LLW-29, AND LLW-32 THROUGH LLW-JIi
24. THRUST BLOCKS SHALL BE CONSTRUCTED AIV ACCOM04AOCE WITH LLWO STANL14RD
DRAWINGS NO. LLW-26.
L. L. W. D. NOTE :
APPROVAL OF THIS PLAN BY LEE LAKE 0147EIR DISTRACT DOES NOT CONS7I7UTE
A REPRESENTATION OF THE ACCI:I4+ICY OF THE LOCATION OR EXISTENCE OF
ANY UNDERGROUND UTILITY PIPES OR EXISTENCE OF ANY UNDERGROUNV UTILITY
PIPES OR STRUCTURES WTI THE LMVS OF THE PROJECT.
,!L M�COUNTY FM D"AR72JE T IIID SYS'I" CERTIFICAT?ON HATER SYS'TSJi[ CZfflMF=lff0N
I CEWTAFY IWT THE DESIGN OF TME NAN N SYSTEM IS IN ACCORDANCE WITH 7ME 1 CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 27945 IS IN I CER77FY THAT THE DE'S" OF THE NATER SYSTEM IN 7RAACT NO. 27!43 E AN
ACCORDANCE WITH THE SEWER SYSTEM MASTER PLAN OF LEE LAKE WATER DISTRICT ACCORDANCE WITH TME NITER SYSTEM MPRSTER PLAN OF LEE LAKE NATER DISTRICT
REQUI REAEMYS PRESCRED BY THE MVEiRSW COUNTY FIRE DEPA RTMIENT. AND THAT THE WATER SERVICE. STORWE AND DISTRIBUTION SYSTEM IA.L E ADEQUATE
AND THAT THE DISTRICT HAS PROGRAMMED ADEOLIA7E CAPAC171' TO TREAT THE WASTES TO SUPPLY WATER TO SND PROJECT. TRIS CEIRnF7CAT F DOES NOT CONSTTTIJiE
FROM THE PROPOSED TRACT A GUARANTEE THAT IT WILL SUPPLY NATER TO SAID PROJECT AT ANY SPECIFIC
DUAN nE PRESSUIRE F+DR FINE PRO7EC77OfM OR ANY OTNAER Pu1RPOSE.
.4m AIPM M BY: DATE:
f*&0ORTATlON%15tPT., RIVERSIDE COUNTY, CA.
dL =09 R.C.E. No. 33950 EXP. DATE: 630 9e
• �N • Di�
DATE:
CHANISSA LEACH, R.C.E. 53394 EXP. 06/30/99
EIN421 V EER S
CIVIL ENGINEERING* OUR FEYINO-PLANNING
6820 AMS101 T 00WVE, PWVERSADE, CA 92504
TEL: (WO) OW -0241 • FAX. (909) 688-0599
AS NOTED ENCHMARK:
,Jr.-- 19g7l SEE LEFT
EvEE LAKE WATER DISTRICT
EVER & WATER IMPROVEMENT PLANS
TRACT NO. 27945
COVER SHEET
FOR: XROYNANUN INC.
EAI. �n�: f.•1G4v1aAAWBMG'�
.-NO.
it
OF Z SHEETS
1LE No.
0
BN3
.. �� ' �t�..re. +urs �a.... w..�: � .mow ,..g.en, aw�.o aw .�.. � ��
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rr, rE wr w+ir sora#
' rs'. ',i%+ize'rr%- ma r.. �'
�
E
.... r*s i s !!! P.
vim
DISTANCE / RAD./ TAN.
-
210.00'
2 14'25'00"
La75.49',R=300.00,T-37.94'
3 N50'00'00 -W
16.71'
4 N50'00'00"W
120.29'
SiF S/1 r
ti
TRACT
-:
AVP
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1 I
S IREF,T
CIL DA TA
6iMEARING / L]
DISTANCE / RAD./ TAN.
1 N35.35'00 -W
210.00'
2 14'25'00"
La75.49',R=300.00,T-37.94'
3 N50'00'00 -W
16.71'
4 N50'00'00"W
120.29'
SiF S/1 r
ti
TRACT
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1
t
w
21 c:]
20
8
0
9
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12
IV
99 61
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C/L M.H. A10. 4
M. NO. 273-1 ,
.::
0p t
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67
1
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TRACT AM'O.
4
{�
2
2
N
S IREF,T
CIL DA TA
6iMEARING / L]
DISTANCE / RAD./ TAN.
1 N35.35'00 -W
210.00'
2 14'25'00"
La75.49',R=300.00,T-37.94'
3 N50'00'00 -W
16.71'
4 N50'00'00"W
120.29'
SJ-ff1.9 DA TA
WARM p DISTANCE RAO. TAN.
1 NJS'35'00'W 250.70'
2 N50'00'00'W 55.4 1 '
ffA TER DA TA
p
DISTANCE RAO. TAN.
1 N35 35'00'W
99.70'
2 NJ5'35'00'W
129.5x'
3 14 25'00'
L-73,22' R-291.00 T=36.80'
hmrm'an'W
16.71'
�!I Ilk
_ FEW�_
NONNI�
_
MOWN INN
Q
10000100
y
DATE: 13 IV by f7
NECKED BY:
opsitArlvns DATE:
R.C.E. No.
PIMA= U = ClYlL ENGINEERING • OUR VErima • PLANNING
DATE: 7 6!!20 AMWORT DRIVE, RIVERSIDE, CA 92504
TEL: (909) 688-0241 0 FAX (909) 688-0599
SCALE: AS NOTED BENCHMARK: SEE SHEET N0. 1
CWS LEACH, R.C.E. 53M EXP. 6/30 g9 : MAY 19-97
40 0 40 80 120
Scale I" a 40'
LEE DIKE WATER DISTRICT
2
ENT PLANS
SEVER & WATER 1a[PRDVE�t
TRACT NO. 5 1 2SH
GREEN TREE COURT FlLE NO.
FOR: K. BOVNAN 4N INC.
FR. ,ramo. E \C40\DAA4W#G F