938nn_swEMWD Water Notes:
WATER PIPE LINE AND -.I- CONSTRUCTION SNAL BE IN ACCORDANCE
MATH DMAN, STANDMOS AW SKCI TCATCNS.
2. MOR TO COSTRUCIRON OF RIPEUNE. CONI 01 BHL411 EXPOSE EXISTING WATER
SYSTEM AND VERITY n EKSTING ELEVA.'ION AND LOCATION.
]. ALL SERNCE CONNECWHS SHALL BE I' SERVCES A O/8' METERS UNLESS OTHERWISE NOTED: AND SHALL
BE
LOCATED AS SHOWN ON 111E PINKS, AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS, SERVCM SMALL
BE INSTALLED IN ADCORDANCE WITH STD. DWG. 8-590, lY'PE B. ADJONWG LOi METER BOXES WALL BE
PLACED TOGETHER AT THE RWGPERIY WINE
4. AIR -VALVES SHALL BE INSTALLED IN ACCOR-E MATH STD. ONG. -, TYPE V
5. WATER SYSTEM PROFILE ELEVATIONS ME TO CENIEIWINE (CENTENGPAOE) OF RIPE
LL .
6. INSTALOCATOR WIRE 0V WATER MAIN FICA STD. DWG. B-6S6.
>. TGAROIARY BLOW-OTS SNAL BE INSTALLED IN ACCORDANCE WITH SD. DWG. 8-566.
B. ALL P. V. C. PIPE THROUGH 12 DIAMETER TO DE TYPE C-900 CLASS ISO EXCEPT WHERE NOTED
OTHERWISE. PPE SHALL CONFORMTO AWWA SPECIFICATIONS.
TTNGS FOR P VC. PPE SMALL BE DUCTILE OR DRAT IRON. FITTINGS SHALL BE FIADEO. BOLTED
EC PER
.bWFS, OR PUSN-GN JOINTS, AND SALL BE CEMENT MORTAR LINED AND TM (SEAL) COAIED
FR EMWD SIANDMDS AND SPECRKCKTONS.
T0. ALL OCT RE GRAY IRON FITTINGS SHALL BE POLYETNriENE ENCASED AT THE TIME OF INSTALLATION PER
EMWD STANGRDS AND SPEC.11CATIONS.
11. FIRE HYDRANTS SHALL DE NSTAEED IN ACCORDACE WITH STD. CMG. B-]62 (COLOR - CODED QBM).
ALL BARRELS ARE TO BE -GAIE YELLOW WITH GREEN TOPS AND NGZ CMS. (CLASS A)
12, NDT RESIRVNERS SHALL SE rcTAIL D KR EMWD SPECIFICATIONS ON ALL MAIN LINE PIPE JOINTS
RITHYN SPECIFIED LIMITS, AND ON All. JOINTS OF WATER APPURIENANDE LATERALS OFT MAN LINE, REIN EMWD
m DWG. W. B-563.
IYCERTI� ff M( DESIGN OF DIE WATER SYSTEM IN TRACT RE, JOn 5 IN ACCOOOYICE WITH THE WATER
SYSTEM EXPANSION PANS OF THE EASTERN MUNICIPAL WATER DISTRICT. AND THAT THE WATER SERVICE,
STORAGE AND DSTRIwNON SYSTEM WILL SE ADEQUATE TO PRONDE WATER SEANCE TO SUCH TRACT. THIS
CERTFICATION DOES NOT COI A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY
SPECFC OUAMNIES. ROWS M PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE
IT M1.K
ENGINEER OF SUBDmSIOG wTE
EMWD Sewer Notes:
SEWER SKIERS CONSTRUCTION AND MATERMLS SHALL BE IN ACCORDANCE WITH EMWD'S STANDARDS AND
MECBICAnoNS,
2, GRAVTY SEWER PROHLE ELEVATIONS ARE TO FLOW LINE (CONOUN INVWT).
3. CO TRU dIOUP1AS THE fIM'0 STAND ALL - ICCTRINSWERS. EXCEPT WHERE SRMFGALLT,
4. MAMgLEs SHALL BE CONSTRUCTED IN ACCORDANCE WTIH STD DINGS. S11-521. W-56, SE
-n MO S8-61
AS APPLICABLE SEWER MANS NAY BE LAD THROUGH THE MANHOLES AND USED AS A FORM, FOR TM OVERT.
5. ALL LATERALS SHALL HAVE AN ON -SITE CLE OUT IN ACCORDANCE WITH M. DING. W-52,
ZMLANE CLEANI S. WHERE CALLED FOR ON THE PLANS, SAIL BE CONSTRUCTED IN ACCORDANCE MAIM
. DWG. W-12.
7. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERR I'S EXISTING
ELEVATION AND LOCATION. WHERE CONNECTING TO CKSTINC UAMg1ES AND INLET STUB OF PROPER "AZE
EA-. NO-MATIOUS SAIL BE WILE TO EXISTING MANGLE BASE OR STUB EXCEPT AS SPECICALLY
AUTHORIZED BY EMWD.
6. RECONSTRUCTION Of EXISTING MANHOLES SHALL BE SCHECULED AT THE COHVENIEWE DE ELHWD AND
SHALL BE COMPLETED WITHIN FM WORKING NAYS FOLLOWW TS COMMENCEMENT.
9. SERER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE NTH S8-1T2. LOGTWS O YIYES AND
LATERALS, WHERE NOT SHOWN ON THE PUNS, ARE TO BE OETEPMINEO IN THE FIELD PRDN TO CONSTRUCTION
TO MISS DRNEWAYS. ALL LATERALS ME TO BE 4' DIAMETER UNLESS OTHERWISE SHOWN ON PLANS.
10. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROTECT MAY INVOLVE WORKING IN A CONIFNED
AIR SRACE. CONTRACTOR SHALL BE RESFOGYILE FOR 'CONFINED AR SPACE' ARTICLE 108, TILE B
CALIFORNM ADMINISTRATIVE COOS
11. WARE GROUNDWATER 5 EWOUNIENED, ALL V.C.P. eK SHALL SE TREATED FOR ABSORPTION RESISTANCE
KR EMNO'S SPECIFICATIONS,
W,<]E.JHJSXna 1H,�:.�a.... ^_aanr lx_alW 1Ua:��:narJ l]IF un
I CERTIFY THAT THE OESIGH OF THE SEWER SYSTEM IN TRACT MAR NO - 5 N ACCORDANCE WITH THE
EASTERN MUNCPAL WATER OISIRCYS SEWER SYSTEM MASTER PINK AND THE DISTRICT HAS PROGRAMED
DEOCATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED TRACT.
n:;,i' eZr?iH i- Ills.Ps
DF w aNs wTE
LCounty
yy Dept.
MI,ICIJrD BY: r • 1 �. ao _ J
Riverside �County �F lire Dept,
Service AIBFf r'-- -
0
217-2-I600
IRS AOw,NG GAY: KIGN I., r, -
WATER AND SEWER IMPROVEMENT PLANS
FOR
TRACT NO. 30554
COUNTY OF RIVERSIDE, CALIFORNIA
County of Riverside General Notes:
I. WATER AND SMEW SEPAR,LnOH PER STATE HEALTH COOS STANDARDS.
2. AN ENCROACHMENT PERMR SHALL SE MANNED FROM THE ODUNTY OF RNERSOE PERMIT
SECTION FDA CONSTRUCTION WORN THE DEDICATED STREET RIGHT -
OF -WAD.]. ALL MATERIAL USED AND INSTALUTIOU SHALL CONFORM TO __GE COUNTY SUB -ON
WIPRWEMENT ORDINANCE N0..1.
4. SEWER WILL BE INSTALLED BY DEVELOPER FOR E.W.D.
5. GRADING OVER SEWER AWNS SHALL DE DONE INSUCH A MANNER ASTO PREVENT THE
RD- OF WATER,
6. THE RM OF ALL MANHOLES SHALL BE BROUGHT TO FINISH STREET (RACE AFTER FINAL RAVING
OF STREET, BY PANG CONTRACTOR.
7. ALL MATERIALS. TESOD AND INSPECTION OF RIK SHALL BE IN CONFO'UJRY WDH THE
REQUIREMENTS OF RNERVIDE COUNNTY AND THE AMERICAN WATER WORKS ASSOC- (A.W.WA)
STANDARDS.
B. FAILURE TO MEET ANY O THE REOURELIEMTS OF THE RIVERSIDE COUNTY AND THE AW.WA
SPECIF-S WILL BE CAUSE FOR REJECIIW.
9. WHEREVER A WATERLINE ENCOUNTERS A STORM ORNN OR OTHER OBSTRUCTION AND CROSSING
OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 36 INCHES OF COVER OVER THE WATERLINE, IT
SMALL CGSS UNDER THE
OBSTRUCTION (MIN. 6' CLEARANCE) .
Time Limitation
THE TIME UNIT ON DRAWINGS MPROVA SHWL BE SX (6) MOANS FROM THE MW ON THE
CERTIFIGIDN. IF CONSTRUCTION H4t5 WT CWATENCED WITHIN STATED FAIT, EMWD REQUIRES
DMWINGS TO BE REVIEWED BY THE DEVELOPER'S DESIGN ENGINEER AND RESUBMREO TO EMWD
FOR POSSIME CHANGES IN MASTER PUNNED SIZING AND CHANGES N SPECIFCAFTONS AND
SEANDAADS.
Private Engineer's Advisories To Contractor:
1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTNIY RPES, CONDOS OR STRUCTURES
SHOWX ON THESE PUNS ARE OBT.VNED BY A SEARCH OF THE AVAWABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ME W EXISTING MIUNES EXCEPT AS SHOWN ON THESE PEWS. THE
CONTRACTOR IS REWIRED TO TAKE WE PNECMITEMMY MEISITRES TO PROTECT THE MILITY ONES SHOWN
ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSURES ALL UMAJTY AND RESPONSIBILTY FOR TIE
UTILITY RPES, CONDUITS OR STRUCURES SHOWN OR NOT SHOWN W THIS DRAWING.
L COMPACTOR AGREES THAT HE SWILL ASSUME SOLE AND COMPLETE RESPONSIBADI FOR JOB SITE
CONDITION WRING TIE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY DE AE
PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINITOuwY AND NOT BE LASTED TO
NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SOUL DEFEND. INDEMNIFY AND IKKD THE COUNTY.
THE OWNER, AND THE ENGINEER H MLEES FROM ANY AND ALL LIAJWLJIY, REAL M ALLEGED, IN
CON TCTON WTH THE PERFORMANCE OF WORN ON THIS PROJECT, EXCEPTI.. F^P IMINUDY WISING FRAM
THE SOLE NEGUGEWE O THE OWNER 011I THE ENGINEER.
]. UNAUTWRIZED CHANGES 7 USES: THE ENGINEER PREPMHW THESE BANS WILL NOT BE
RESPONSIBLE FOR, NOR LABLE FOR. UNAUTHORIZED CHANGES TO M USES DE THESE PUNS. ALL
CHANGES TO THE PLANS MUST BE IN ARRInW AND MUST BE AP-D BY THE PRVARER OF THESE
S.
TAlSE EMMONS FOR SEWER wNHdEs ARE ROUGH APPROXIMATIONS O THE FINISH STREET GRADE AT
INE CENTER O MNNHOLES FOR THE NNINHOLE TOPS. THESE TOPS ARE TO SE RESET FINALLY AFTER THE
PANG IS COMPLETE w THAT THE TOPS FIT THE STREET GRADE AND CROSSFAL, ENGINEER CAN BE
RESPONSIBLE FOR THE ACCURACY O THE RIM EMATDNS K. ME FINAL SET OF THE MANWLE TOPE
EVEN THOIGN THE RISE ELNATDNS ME SHOWN ON THESE PUNS.
Notifications:
A' (EAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SAL N-
I. EASTERN MUN-AL WATER DISTRICT
FARM EI i9II, De9N11
(951) 928-3777, . 483D
2. RNERSIOE COUNTY POND DEPARTMENT
L AW"
(951) 955-EBBS
3 UNDERGROUND SEANCE ALERT (USA)
(BOO) 227-150D
Notice
BE E PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL
REIN ULLY CHECK AD VERIFY ALL COOlDOAOUANTIIIES.DMENSOW. ANU I.NAONG ELEVATIONS,
J SHALL REPORT ALL DSCREPENCK:S TO THE ENGINEER FRbR TO TIIE COMMENCEMENT OF MONK.
Disclaimer
THESE FUNS ARE l �P ENCY PCAEw AND ME III i0 &: D FOR
CO RLCTDN D ROVED BY THE COKRNING AGENCIES,
APPROVED IS,
REP/SEWER MPROJED 9Y.
EASTERN MUNCIPA WATER DISTRICT
Fie
`61
1W0 LANE S: REE1 -H iNT1.1-1O1
TYP. HYDRANT MARKER IOC.
OWNER ENGINEER
NME COURT. LP. -" u. INN..
man HIGHYNAY 79 SOUTH on W. B2W PIACF
TEMECUM G g2S92 WESTYu51ER, CO B0031
TEL. (951) 296-50>0 TEL (720) 540-7324
UTILITI
DE650R5, IOU, EASTERN LIUNCIRAL WATER DISTINCT
26580 WIOISON AVE. 227D TRUMBLE RD.
MURRIETA, CA 92552 PERRIS, CA92512-8]00
TEL. (951) .1 - 2101 TO_ (051) 928-3777
- _. -_ ffiWOIJIOC t
0 �y�yI�W I� 1ylYA
IaI�wNIiI 71WL
i w l I
TI vKXi�WWWLWT
�wWLRAJ L�DARAiNX ITN I� rnBu I aB IuN" 1 i
1a0 ❑LLI5PSY1ffi15 11 A
TYPICAL STREET SECTION
NTs
( F. J. SPOOR & ASSOCIATES, INC.
% Ahoi-ft.y/LaNLi aTwk21FIHWN L(UFLn)dEYrM7
y, _yf-. WMIm'n ITN CO BOD51-6314 fM (Y10)510->]25
LJ_,, PREPAR�A•ED /
VICINITY MAP 4
N
SECTION 9, TOWNSHIF 6.,, RANGE ]W OF THE SM BERNMDINO
B SE k MENIDUW. RIVERSIDE COUNTY. GIFORNIA
IS IN
BY THE
PARER 4 OF PARCEL MAP NO. 6DRB AND THE SE 1/4 O THE NW
1/4 O' SECTION 9, I.S. R. OF THE SAN BERNARD. BASE R
MERIDIAN. EXCEPT THE N 1/2 OF THEN 1/2 OF SAID SE 1/4 OF THE
IN 1/4. ALL IN RIVERSIDE COUNTY, CALF ORNM ARE - 35.5 ACRES.
Benchmark
fip0]]-6B (RNFRSIDE c0uN1T OESIDwnoK). LOCATED
FROM THE IN mcT" DE MURRHETA RO. AG GARE.1 RD. DM MILES
EAST ON CARBONI RD, 241' SOUTH OF THE ENTRANCE TO MENIKE
SCHOOL. V WEST OF A ROCK AND CONCRETE SCHOOL BELL MONUMENT.
BRASS DISK 'N TOP DE CONCRETE MAST.
ELEV.- 1519.997 GLOM 29 DATUM (HAVD n CATUM-1521.46)
Site TBM
SET' 1 1/4' IP UP 0.1 FEET W/NUB W TACK (INSIDE PIK)
ONPROPDSFDLET 2J, MPGXMATELY SO' SOUTH OF EXISTING HOUSE
EUCMTDH 1498
98.24
Source Of Existing Topography
AERAL PGiDGMPM (WY 12. 1004� JALOA, IG..
MAPPING/wIMYINO SERVICES. 42164 REMINGTON AVE., TEMECULA, CA
92M TEL, (951) 699-B674
INDEX OF SHEETS
SHEET W-E SHEET
, -
] "AND_ MANUO CT R SUNG CT
PLANAW _ AGELw OR
5 PLAN AND PROFILE CAPRCE RD R YELHA DIR
6 -AN PROWS VELA CT W MILARLE RD
> RUN AND PRORE CRAG AVE.
8 PUN AND P`OfVLE'RAG AVE.
9 RLAN AND PR a VANS G.
1. PlAN AND -F. EVANS W.
TRACT 7011E U. NO. CWOD
COUNTY OF RIVERSIDE sA 417M _
WATER • SEWER PLANS ca _ 11-oei "-
TITLE SHEET LVCIB>. 2]-C-51_
__________1 __ __%
-- o
a
PARCEL3
P.M.6088
z
(n
e am FOR
I
1
I
I
m
II
:
TRACT
NO. 30064 Al `ER TR J0D8`
TRACTIBOUNDARY
ee M
m
SAN MN -EX PEN 0-29059
12 ix.
SAN MN-11 °•
1e' OI,Sn SEWER
1
MILENA Hl`5)® y'N MH-9A
PER D-29Dea
ID
AN MN-9-
IF KP SEWER
PER TR b1.2-1
PARO£L I
gAW yN_1p
I
_��
PARC£L YAP NO 111"
P£R PN IS/el
TRACT BOUNDARY
I Ifi ie 17 IB I
AR
-- PONE, E, _
MN-1 T—
SITE
VICINITY MAP
N
SECTION 9, TORNSNIP BS, RAAIM 3W Of THE SAN BERNARD-
BASE t MERIDIAN. RNERSIDE COUNTY. --NIA
PER 1R b1.2-1 LEGEND
MX-12 9=3�11 F.X. _ i le KP 6EBER
PRESSURE REGULATORS ARE F.w. , VEUA C (SHITB) PER 7R b1.2-1
REQUIRED ON ALL _OTS. — e0 PRW
4^ � PAOPOSEO PROIECi BWNDARY
-_ PARCEL N0bell
1 — - CENTER LINE
W_e PARC£L NAP .
_/ � _ � P£R PM IOSAe - CURB AND GUTTER
T t'' Ie' PVG WATER-J _- N EWE Of EXISTING PAVEMEW
1i cPIM.WaWw e'RLM Tt .eW1 REMAINDERACE) I ® s N-J "' o d w� Psa
(OPEN SPACE) N IRIARLEA A i0 I p PREP. — uN
6 YA1WV
PROP, e< D.E. sEw[a un
aSA11 Lp,_1A --(•< ARTAND -OM RELEASE ASB (B-598)
46
(B- 4
TRACT BOUNDARY �% "�"" _ a `'"" P■1•xay WET BARREL
6' BLDAW (B-]57)
Lu¢ PARCFL R�
!. Pvc - .r PARC£L I PROP. WATER SERKE w/YERR
I^-- ---_- YAP NO. ) /j fiG x:
O. IroNE, 1 PER
PN 102,69
� F.H. UPE
Q � PROP. SR UIERAL
SAN AN- �. ________
SAN, W-'S _ ' ___ EXIST. OR PROP BY OTHERS
F
CA Iu - WATER OR SENER UNE
_OM
N
�PK 1FP � I ] MAIPIOLE NUMBUi
R -'— PPESSURf REGULATOR RCCVIRFO
S. MN_7 ® F.H. , ® q - ® ON ALL LOTS
FK _ SW MN-B Fx. 'Yh5 i.X / tl.: I (THEPEFORE M1BOL 'bT SHOwNI
INSTALL ®ON EVERY 1.0T. - �- --/- PAIICEL N I- 4 IIAB6
INSTALL ON LOTS WHERE SHOWN. AveWR - .�- - .}r B1 psR Px Bs/BI
x5 Ie-m -.TER_ ® f.N.. ADELINADR (SHT4) °^"""-4 ii' IMPLEMENTING FACILITIES
AVNM DID U7 Ix nn i '.-' ,u - x I en WAB•HER:
WATER N CORSON AVE, ATOM GRANITE RANGE LANE 10 EVANS RP.
�- 6a
I-5 NIN F.X. I_ - L. 1.•`_ I- II fN. `C^i �e PJC RA i.M. 15' YMTER PER PER TRACT J0064
TR ]01.2-1 21 t2' ATOR IN VANS RD. — CORSON AK. TO .-AND RD.
- - _ -- - Ie O TE SEINER TROM INTERSECTION OF CORSON AK. It EVANS
_ CRAIQ AVENUE (SHT 7.8) _ PO. ALONG LACAM LANE. WRPNT LANE. ND-RO RD- AND BRADLEY
RD, PER TRACT JM54.
TRACT BOUNDARY 2 le BEINEIt uONG EVANS 1, TROM BRIARLEA ROAD TO C111 Al
TRACT NO. 30142 t PER TRACT 30142-1.
12' WIFR PER
TIT ]01.2-1
TYPICAL LOT
Nte
INDEX MAP 4 INTERIM PRESSURE ZONE = 1627
ULTIMATE PRESSURE ZONE = 1700
SEN. - COMMON! COUNTY 01 RMeBme WATER/SEWER APPROKO 6Y: SEAL - D—EER. TRACT so w UA. NO. DISCOID 0
J5
Underground Se"iee Alerf R /!'\ TRANSPORTATION DEPARTMENT EIs1ERN uuNlcwa WATER wMV - -.� F. J. SPOOR & ASSOCIATES, INC. COUNTY OF REVEESTDE sA. V]J
'„ FIr /A}�' • e APPROVED BY: KK�ks rvw hLN{RMrinNlfaM OENbfINN LWNWE6flfF MD
I -800 men-w 1 / z>• je G _ 1 (�1 ten- � I YNn„m i.'co eoov-en. fP. (iiolsa-iiis WATER & SEWER PLANS gp
227-2600 ., ll�ti. J A. .OE. ]J9 DATE ' T•JLLJ�/•;� PREP ED ar: INDEX YAP 23-C-52
Oro L ��� �_ / - '� Pua /.// • �_ �s SNr x Pr I0__
RECOuuENOED
1514
151
5,0
1508
1502
1500
1496
1494
G
YY
PROPOSED DagMD
^EN1ERLar
F�E
1492
Y
'^I
1490
-
_.__ :' .'�r--.�-.-�--�.
RCS1a.Yn .uN�„ s.L -
h-aESrFaIN .O Ni I
C-9Db CL-iX
14 86
1406
5 9pl5J
'
4- �N lSINISHO'-�
5.O.D151
1484
1482
�—
_ -
.O al.
'Y 0115
yDD1DA
1480
I
1478
C.G B• o We Eq.
G-9 G.-15a
��
^
n V
3
2 pig
e
;d
1476
1474
-
-- I.
- .... _
PRESSURE REGULATORS AF.E
-
-2 iB e' S[WER_ —.—1T4.e5 P• SEwEa -{
147
14]0
1488
REQUIRED ON ALL LOTS.
1RGWE +-40
1
vrxa r-4'
146s
10+00
10+50 11+00 11+50
12+00
12+50 13+00 13+50 14+00 14+50 15+00 15+50 9+50 10+00
10+50
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
SEE
SHEET
4
SEE
SHEET
4
8' PVC WATER. C-900. a150
11 w/CL
C EN
.u.ie o s.c
pp
g
ee
u
8• PVC WATER, C-900. CLI50
1' W/CL
I. CUIOESAC
u'' =
S t6+M M NLIO CT Oar c O
Ofi YAWL
+0+ 10 C
ST i
-J '..
- Jfil.
EW o
1
. _`Ty1:)
1
H
of -
_+46.]FTx'PER
eorr e' w rt .,
Jc9�i
SH
-
OAVINOCT
I
'
Inm
PERP
•
r �c
I�
- - -
4
�. STA
�-22.5¢9'
f
MANLIOCT
V A
S-
4 Q NT
' '
IT1IIl _ -I
C ..
.ufi1�0 INSS.OE4.00 a
SrA� 1fi > 85
YO 00 o
�j
S
- .l
�
61 5
\sii
- L-�
',I SfA BS fi.00 LNDE SEWER
VA1o+ofi 6 0o a (Y• Lot
$
6 E/CL
SEE
SHEET
4
SEE
SHEET
4
Underground Service Alert
® a: rnL rxE-
1-800
RE�iS'OhS.
T
_ -� - y_
9FI1 - COUIIIT:
,�� 1�
*`fie
COUxlE or alVp®e
TRANSPORTATION DEPARTMENT
rnPRovEo ar:
WA —/SERER
1a+x
MPRDVED -
wxcPu wA1ER olSo'c'
9 .=
� - E +'x�:
ram.
F. J. SPOOR &ASSOCIATES, INC.
DMNrrPEM/4M OwWPmWWE aEUWeN+
WnMFs w CO eooal-fi314 Fw. (20 W-]3J22]
TWACI0091E V.00, 0100b
COUNTY OF �m8
WATER SEWER PUNS
10 D]6
SA_
W.Q
C�
f 0]e
1/33 -_
a]
-
227-1800
NS
�_
i W-31i�` ,`�
PREP 0
PIAN A: PROPDB YANIAO CT A GAVINO CI'
D CT STA +D+DD ro Exo
I 0 .C.E. 3J45D M
3Mr ]
23-C- 2 -
or low.
__—
xo
APPa'
aEcoxYENDEo ar wrz
nro 4DaRwc wn ersarc .ou a
-�
J sPooR a.c.E 4+854 oAa
Lw cr s]A 2+60 To ENo
Yµ
o-
y3a-ivn
12
1512
1508
4
1504
IISGIE 1'NO'
1500
'P^
I¢�q
V6GYE: 1'
1500
ry^
a � a
E%iBPNC LRWND Al <ENiERUNF
17
1496
t
�.
_ SrKw
te96
1492
y^
aku
_ _
8
1492
--RE MN JpNf5110'�
-
c.c. e� Prc wA1ER
a m
ry
1488
C-900. CI 50
-
'�^'a
PROPOSE] OROUNO : CEN70UNE
og
-
1488
�.—RES1L aiN JOiNiS '10' RC—IN—T5110'—�
\
1484
S.O.Op96
�RfS*RPIN .pIN16
110'
RESTRAIN JOR115
i
1484
.O101
C.G. 8' PYC WAiEE
- C-900. CL-I50
'9' iN nt/ .O
1480
1.' 9' E- E• SHOE 1 B1NOS
1480
1476
5.0.0093
5�0.0031
1476
1472
u
_ •.r. 9.. if r `EwER-__-.-_
d
_- _.._-___. -.�__ __._ _.. —2.-1 Lf 4' SERER-
d1472
282.62 LT R' SEwfR
�
—_— 'E Jf B •xfB _ _-
L•1O xIe •CIL'NE
1468
1468
1464
1464
9+00 9+50
10+00 10+50 11+00 11+50 12+00 12+50
13+00 13+50
14+00 14P50 15+00 15+50 16+00
16+50
17+00 1_+50 18+00 18+50 19+00
19+50
20+00 20+50 21+00
SEE
SHEET
3
5LE
SHEET
5
'
77775
Nl•�
t".
...-.
_-
-- YAi�TI6D--"y
__
YAICNLM
F
TORS
57
.ARE
LOTS
39
H8
a..:. ..
8° SENEI(I
r
ADELI ADR
r 8' PVC WATER. C-900. CL150�
�.
'.
.
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TRANSPORTATION DEPARTMENT
1tP/SEwEN APPPGI.O B1'.1[NGINECR-
usaR DNG wA,EP onmma
F.J. SPOOR Nc ASSOCIATES, INC.
ACTkO(it If.N0.0900b ..2 Ol5
-
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I
aPPROVCO BY
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1YY9L—Kny///nni Orwlupmm[ LiwkWNNw
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COUNTY OF RD'EESIDE a4. aq3
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WATER k SEWER PLANE
117-16)0
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PLAN & PROFILE: ADELINA DR `
Mt
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ADFun♦ 0" ST. 9.50 TO [APPRF RO SL v...
[RfDE J. SPOOR R.C.E. 41554 OA2
Y3d-/Yff
1
•ROTATE BEND TO
DEFLEV 45IERNCaLLr
PRESSURE REGOLATORS ARE
1502
REQUIRED ON ALL LOTS.
8
.
g _
9' PVC eATER SH>:L BE C-eDO. CL-200.
SDR-14 —BLESS MAN 4' HORIZONTAL
R. S10NM
_
I W
a m
1
SEPMA80N MT., OR WHEN
WATER caoss6s uxoEP sToeW DPUN.
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1482
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147
1474
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5�.09 LE e• sEvkR--
Y9FIl[: 1'•1' e' SEWER
21+00 21+50 22+00 22+5D 23+00 23+50
24+00 24+50 25+00 25+50 26+0D 26+50 27+00 27+5G 28+00 28+50 29+DO 29+50
30+00 30+50 31+D3 31+50 32+0D 32+50 33+00
SEE SHEET 6 SEE RIGHT
TC E
S,A: 25 NIl C E ID 11. 21.11
i�E,Pe 5- 592 / 9O T }. E N 4et.2a -
„a •. g
B PVC WA1ER, C-900. CL20G
"' I
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V 5
26.}i.ls
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6 SEWER'
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155,,
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s" sa
ty,
f NATCNUN
6' SEWER I.�\
PER D-29013 ��� I BY TRLATER
30061
`
•
SEE LEFT
Underground Service Alert
L
ro1fNTY OF Prvetnw
TRANSPORTATION DEPARTMENT
EASRPF /U YLVAI WARP DSTMCI
El4wEER:
F. J. SK)O &ASSOCIATES, INC.
�CT�fi V. N.�p
La o3a
W oa
couNTY OF RRBRSIDR
WATER t SEWER PLANS
I -D00
' °
APPRovfO er
r�T
n � r
lA ww"
�/f�tiR9�ly DMyP^� �.."
4m5 92 b rI ET2D,5.o »2.
YMlmmelw CO 6003+-fill♦ fe.
SA
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PPE f0 er
f/j!R������
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l)20)540 T325
PLAN PROFILE00TOCAPRICE RD Y DR
LY.CWID 2J-C-5}
M) 5
to s.rz
E
x -��
•
I
CAMIICE RD SiA 21+W i0 MIENA d1 51A X1+W
ST. 30.
YRENA DR ilA ]MDO i0 ENO
O-
C MTF
FRE wX � SPODP R[.E. 4t654 DAR
y0d"/V/V
PRESSURE REGULATORS ARE
REQUIRED ON ALL LOTS.
li
1504
1494
1500
m m
a
a7
1490
PROPOSE[7
1 CFN7EPlINTEZINED o
�5 -/ __
C%ISNNp OROOND 11 CENRRLMC
1496
/ w
14
s
1492
.:
PROPOSEDGRp1ND 1 _ o� t A
7�
n
TRESiR4W JWNIS ALL _
I
148
1ASTIN3 GRMNO At CENTERLINE
1406
u
- M24 u
478
C.G B' PVC WARR
V PVC WATER II
r.9p0_i _r6p '
1464
a-iw
gEfiP/.r.'146.
—
1474
IV-- PROPOSED By 1R J0147-,
1480
S•O.D134
I
.
1470
1476
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1466
4412
o
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LE B' SENER— _ -.__..
- ..-204.00 1B 9' SENEP— —I
46
Nsrue
t•.w'
8+00 8+50
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
13+50
14+03 8+97 9+47 9+97
10+47 10+97 11+47
11+97 12+47 12+97 13+47 13+97
14+47
SEE
SHEET 5
SEE SHEET
5
'.. �,
B8�3 CAPRCE RO•
.Y
_
-'
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X-INC
TOP 6 "R_ n75.92�
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4 t0a0.0a CEO L (BRIARLEA)
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BRWRLEA ROAD
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I
-
t< 9a5531
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v PER B-3f2 -, .10
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®
,
. ----
e 598 (ivPE B;
_
2-B' E%M RGGv (N.S)
a RSpv (S)
.` C 900.' P
1
PVC WATER, C-900, CL150 I B' E%N ADAPTEF (W1
EZN ADAmER (N E)
3' S/
23' S/C
EENS
11 29
11! CLa �
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32
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5
Underground $ervl[e Alert
s
� I 800`
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TRANSPORTATION DEPARTMENT
APP_D Br:
L
17AIFR/>ERER APPROVED Br:
"H NuaaPu ` MER EMMeCT
faaL EHDNEER
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�\
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_
I
I • J. SPOOR & ASSOCIATES, INC.
111yt+wr'IM/�� Pik LbaTWta129Rta
4BB5 W 92n CO lW (720)5 7]24
NWlm 31-6314 io. p.I--73zs
TRACT 70R4 ANO. O®01D
COUNTY OF RTVEASID¢
WATER & SEWER CLANS
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8 BRWtLBA RD
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9 50
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BRIARLEA RO STA 9a% i0 END
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14
496
�--
- _
RESTRAIN JONTS 22J'--�
EIO— OIOLNO AT CENTEREINf �
•,
I —AN 10111INTS 20' _ RE51xeiN- �iiiNiS 16
I S�U.0050
3
f'
�
_
1488
1488
1484
1484
1480
r6" PYC WATEF
C-90A 4-2J5
M10NE 1'.40'
Yeni9C 1-.c
480
1476
1476
/7
14]
57+00 57+50 58+00
58+50 59+00 59+50 60+00 60+50 61+00
61+50 62r00 62-0 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00
SEE SHEET 3
6,
PRESSURE REGULATORS ARE
® 71
79 74 75
REQUIRED ON ALL LOTS.
0e
••?,,.,
H0 "' "°' "
�'16"
-
PVL WATER, C4905 CL235
EXISNIO ROW -
�,
�29' N/CL
RI
i
CRAIG AVE
EN •1EPN1-362
]' —Al PER 1-J67 (—E /)
E%ISTMG ROW
T.M. NO. 30142•:�;-
a )-, d' Nm epAPTJWS i(,W)
Underground Service Alert
1-800
N`
_
(N�. �aa_._
TRANSPORTATION
NORM 01 AYieN
DEPARTMENT
i r7 /A L
11W01 APPROVED m:
wma m 46L,
�yp�( - - - —W.
�`"`
SFAI ENO11 :
-. t.�
(I
F. J. SPOOR & ASSOCIATES, INC.
9— M a,Ed dE.awWWRE aR.)5.0 7
W«t ram;,"TO looJt_ev. P200)— 7J24
fa. (7]0�5.0 7'35
TRACT mos" W. NO, W WD
counTr or RIVERSIDE
WATER I SEWER PLANE
a
ea
b b. OJ'J
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\ \ L- .�
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PR EO
[I'/
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PIAN & PROFILE CRAIG AVE.
STA 80+Op TO STA 69+00
GfaPD
vo 7
2J C 51
-
a. m stirs
R.C.E. ]3950 ATE
a...s
_
— —_
T
R-'A'-
ip J. SPf10R R.C.E. 4tB54 dTE
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1504
1504
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1496
8
149
1492
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-
4
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Ch
I--RESTR4iN .igni5
1484
1480
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NSCWi:
1'.q'
1480
1476r
69tOJ 69+5.'
70+00 70+50 71+00 71+50 72+00 72+111 721+00
73+50 74+00 74+50 75+00 75+50 76+00 76+50
17+00 77+50 78+00 78+50 79+00 79+50 BOt00 80+50
81+00
SEE SHEET 9
80
I '�� 1Y PVC WATER, C-900, 0.150
76
,R
77 vs
2S' W/CL
PRESSURE REGULATORS ARE
^.'
a..r .... 79=e
w PVL WATER. C-905, CL235
>: I
REQUIRED ON ALL LOTS.
C)
_25 N/C4 _ B 45 ».» BCND
-CR C —:
EVANS STA —00.00
_ -
pya
- CRAIOAVE Br mB•iD 1ER\
f I1
i { , �!� _-- •....n � . _mow -V
♦
S
IS,
/
re' WATER
ev rR ]p!4]-1
T.M. No. 30142 IC PAC WATER.
•lA: )x.e70: fxS'Rsa -
BEWo'n eioear. Nb v��mx.. e,=Ri
I '� oss lvEs
e• m �`olix-i
al
a
Under round Service Alert
9
c.. rc,
_ _
+
.. �
sF.At-
� " �
,� L
TRANSPORTATION
EnuNry or REYYeOe
DEPARTMENT
AP DYED Bt
PR
i E ere
EASiERNRWN�LI AL WpER B61RIL'I
sEAE - CNoexCER
�-_
F. J. SPOOR & ASSOCIATES. INC.
LwIIfWr1M/%dWJ DNIOPWr1J CMWIe6EE6
IMCT e0ef4 V. NQ 0100D°
COUNTY OFRIVRRSIZ
a ae
SA. 41/aJ
�a= 11
s
Dess`
I-800
2i7-2600
-•
6'
(� `
,.-0'- + wes
ans
/
I „—�^
1 . _�uR—
•• I_x
«• =7324
w .i m.1.. Do e5o]i-ev4 Eo. (>xD 1.5
r
WATER i EEWER PLAN S
PLAN h PROFILE CRAM AVE
ca
A.q c.E. ]aa5o w.. �4/L
rW; wnr N�c.rse ox m, c:
u�a.
c1d:._
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STA e— TD 9A 7sso
sNr e
0-
o s.n
RECWUENDEO BY wTE
fRE J. POOR R.C.E. 4 wTE
Yff4o,/V/v
P—O GROUND AT CENTMONE -
— -- RESrR4%N �0'NTS ,6fi'y '
lB' RD SN
EXISTING —NO AT CENTERLINE
�I
DO
\ECNnca •S.iY rRoss _.
al 19 3^I12-' C.G _l�• PrC4W�TER I
11
NOTE
DATUM NEFERENCE ar 256 ET (192
1996). ADD 2.5R ET, TO MATCH CLANS ev
HUNSAXER W ASSOCIATE.^. SHEEI 1-11 fi91)
i
17 1490
d9W 1486
�G r ffi
c •M,.1 / Y 1482
i 66' RESTRAIN —TS 1% -------- 1 5--0.0014 11478
1.74
�� II
1470
n. x. a: •. ,, PROPOSED 1B'-1t6919EWCR 1 R r
1466
n
1462
— .2'1 LE 18' 40 SEW �d 'i;P SE'A£6 H.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+OD 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
SEE SHEET 8 SEE SHEET 6 HSCALE: 1•-40'
VSCAIL P.4•
fe P a [ x
<
6—
EVANSPER 8-6I v ,
ST+0]1�01
,W1,05181 MA
IB' R SM— PE 6-162
>N
RD '36•Rs'Y - I
_ ___- E _�E.V '- ✓IC _ v
:
» .w •,w'o '19'W �..«. _ ><... - - =IA:z -
n I \ EDGE Or TAPER
STA 16-3.47 EVAN. SANN .— 6.00 L ((BR AflIE) I / rI SAN uH-I ',?
TTT CL-LL NT Il+]J 00 Eft— Rp G A e+]3 4) 1200 R /EVANS) E% ROW J STA 19 ♦'S.2fi t100 R
GRAY STA. 13.51.13 STA. 14%a1.26 + ER D-3169T PEP D-JIfi91
EVANS STA. ,O.00.00 T _N1 STA r- '1. 4 12'XB• RG TEE , PRCPOS<D 1B' SEWER
OP 11' w,r.t425.62 C W/B' RSGV W/PWG (W) 2' f /r,L, PER D-31691
P> T. 216' STORY-tav
B iT. 16. ITd[M.14]6.11 rOP 11' WA ♦ S.6A 2' RSGV (")
CAO55 & VAL5E5 BOrt. JO' STORY•1476.4 h STA'
By 1n 3p142-t -[L TNT.
PRESSURE REGULATORS ARE cE—SIAMLEA°1m66.n+9e o0 (p 16R) roP u• w,r.u7i o:
BOIf. IB• STgtY.la19.95 -
I REQUIRED ON ALL LOTS.
nder round Service Alert REwswNs _ sEA< c9uxr. ME i DE Rlv Z EAsiE"`m`�Ruu�— wire o1s a1c1 E R F. J. SPOOR &ASSOCIATES, INC. �S v N' °600° 1 "1
9 _ TRANSPORTATION DEPARTMENT 11. 10 D+I/ss
® r — -- -- _ - a.m. Awr APPROVED Br: Y1..` AN1y(rw1•Wwp/Inwd L►lw.bpr[1wr[E Cw[wWtewtw COUNTY O► RIVERSIDE wo II-D63 -
Cea- Tat 0 _ IS•[t<i puce Tlp ]324
1-800 — _� WATER al SEWER PLANS cn
117-1600 - "'� • /i7 O C ,,,,. w� CO BWJt-63u ER, (]Io)6ED-tan P & PROFILE EVANS RD. — al-o-s2
s
f�1n, 1
♦ 1sJ-n-w R.C.E. J`]B50 M/iE� �6 PRM. [naR. J rl�yy IT I f
on ♦ ____.______ _. /lD waa. �xse[emN �- • 4 �I�rTJd.,/J~~ej''.
rA0 v,ORNInO D,fi B[r0R[ vW OID _ _�� � Ow le LAN STA B+SD TO STA 21+50 SNr 9 WI TO 9l,
17 1490
d9W 1486
�G r ffi
c •M,.1 / Y 1482
i 66' RESTRAIN —TS 1% -------- 1 5--0.0014 11478
1.74
�� II
1470
n. x. a: •. ,, PROPOSED 1B'-1t6919EWCR 1 R r
1466
n
1462
— .2'1 LE 18' 40 SEW �d 'i;P SE'A£6 H.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+OD 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
SEE SHEET 8 SEE SHEET 6 HSCALE: 1•-40'
VSCAIL P.4•
fe P a [ x
<
6—
EVANSPER 8-6I v ,
ST+0]1�01
,W1,05181 MA
IB' R SM— PE 6-162
>N
RD '36•Rs'Y - I
_ ___- E _�E.V '- ✓IC _ v
:
» .w •,w'o '19'W �..«. _ ><... - - =IA:z -
n I \ EDGE Or TAPER
STA 16-3.47 EVAN. SANN .— 6.00 L ((BR AflIE) I / rI SAN uH-I ',?
TTT CL-LL NT Il+]J 00 Eft— Rp G A e+]3 4) 1200 R /EVANS) E% ROW J STA 19 ♦'S.2fi t100 R
GRAY STA. 13.51.13 STA. 14%a1.26 + ER D-3169T PEP D-JIfi91
EVANS STA. ,O.00.00 T _N1 STA r- '1. 4 12'XB• RG TEE , PRCPOS<D 1B' SEWER
OP 11' w,r.t425.62 C W/B' RSGV W/PWG (W) 2' f /r,L, PER D-31691
P> T. 216' STORY-tav
B iT. 16. ITd[M.14]6.11 rOP 11' WA ♦ S.6A 2' RSGV (")
CAO55 & VAL5E5 BOrt. JO' STORY•1476.4 h STA'
By 1n 3p142-t -[L TNT.
PRESSURE REGULATORS ARE cE—SIAMLEA°1m66.n+9e o0 (p 16R) roP u• w,r.u7i o:
BOIf. IB• STgtY.la19.95 -
I REQUIRED ON ALL LOTS.
nder round Service Alert REwswNs _ sEA< c9uxr. ME i DE Rlv Z EAsiE"`m`�Ruu�— wire o1s a1c1 E R F. J. SPOOR &ASSOCIATES, INC. �S v N' °600° 1 "1
9 _ TRANSPORTATION DEPARTMENT 11. 10 D+I/ss
® r — -- -- _ - a.m. Awr APPROVED Br: Y1..` AN1y(rw1•Wwp/Inwd L►lw.bpr[1wr[E Cw[wWtewtw COUNTY O► RIVERSIDE wo II-D63 -
Cea- Tat 0 _ IS•[t<i puce Tlp ]324
1-800 — _� WATER al SEWER PLANS cn
117-1600 - "'� • /i7 O C ,,,,. w� CO BWJt-63u ER, (]Io)6ED-tan P & PROFILE EVANS RD. — al-o-s2
s
f�1n, 1
♦ 1sJ-n-w R.C.E. J`]B50 M/iE� �6 PRM. [naR. J rl�yy IT I f
on ♦ ____.______ _. /lD waa. �xse[emN �- • 4 �I�rTJd.,/J~~ej''.
rA0 v,ORNInO D,fi B[r0R[ vW OID _ _�� � Ow le LAN STA B+SD TO STA 21+50 SNr 9 WI TO 9l,
506
1506
5 2
e
15,02
1498
498
PROPOLED DAWND
1494
I
AT CENTERUNE
)
�
1494
1490
'
/!
149
TWO
—RFS•c.: •. --__ ENT
1 A CENIERNE
1486
+
try I
TAB&
1482
`6
... ... K` I
_
1482
.D 12' PVC WATER
C-R00. CL-ISp
1478
,�
+
II
�I
I+I
11 NUMBERS IN PARENjnESS ARE TAKEN TROY
1478
1/]4
1479
II'1RACT ]OC6a SEWBt AND WATER PLANS.
APPROVED BY EMW1 1/19/05. PER D-29pNUMBE58
1470
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