964ll_wt E '"D DOMI'MESTIC VVATER NOTES
M`vv
1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCO DANCE WITH
R S AN
N�.�OTIF�ICATIONS EMWD STAN SPEC1 10
CTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING
2. PRIO TO CONSTRLi
NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION.
AGENCIES A MINIMUM OF 48 HOURS PRIOR TO COMMENCING
HAN
CONSTRUCTION: 3. WHERE SEWERS HAVE BEEN CONSTRUCTED BY AGENCIES OTHER T EMWD,
CONTRACTOR SHALL VERIFY SEWER-LATERAL LOCATIONS PRIOR TO EXCAVATI N FOR
ER 2LATERALS ARE NOT FOU TO AT A
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT (951) 955-68185 WATER PIPELINE. IN THE EVENT SEW ND BE
CONSTRUCTIO'N SECTION:
DEPTH LESS THAN IN ACCORDANCE WITH EMWD SEWER STANDAR WATER, PIPELINE
CONTRACTOR SHALL ADJUST WATER PIPELINE DEPTH AS DIRECTED BY THE E NG, _I-,,I4EE1l
EASTERN MUNICIPAL WATER DISTRICT: (951) 928-3777 EXT. 4291
TO CROSS OVER THE SEWER LATERAL IF POSSIBLE, TO PROVIDE 36 MINIMUM COVER
TO FINISH ROAD GRADE; OTHERWISE, CROSS UNDER THE LATERAL, W H REQUIRES
UNDERGROUND SERVICE ALERT: 811 OR 1 -800-422-4133
E N,0 11 Go,110&R S N 0 Tc SPECIAL CONSTRUCTION.
ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA ALERT. 4. ALL SERVICE CONNECTIONS SHALL BE 1 1" SERVICES x 1" METERS, UNLESS OTHER-
CO'NTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE �RESPONSIBILITY WISE NOTED; AND SHALL BE LOCATED, AS SHM ON THE PLANS AND ADJUSTED AS
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS NECESSARY TO MISS DRIVEWAYS, WATER SERVICE ASSEMBLIES SHA&L BE INSTALLED IN
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS ACCORDANCE WITH STD. DWG. B-590A AND B-IIIII11. ADJOINING LOT METER BOXES SHALL
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BE PLACED TOGETHER AT PROPERTY LINE.
""TATION WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 5. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598,
T'I ME L't mw I
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, TYPE "B".
EmMmWaDn SEWER NOTES REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PI"pr
W*) L U LRL vr
WAT qyqT M PRO'l r EVATION�`% A-Rr T r T�rm` IK141 1[.7. C N T
La
THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE OWNER OR ENGINEER. 7. APPROVED REDUCTION PRESSURE BACKFLOW PREVENTION DEVICE (B�-597A) REQUIRED
EsM.W.D.'S STANDARDS & SPECIFICATIONS.
WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE FOR ALL INDUSTRIAL, COMMERCIAL APARTMENT COMPLEXES LANDSCAPE SERVICES.
DEVE LOPE R/DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONOUIT INVERT). FORCE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 8. INSTALL LOCATOR WIRE OVER WATER MAIN PER SM, DWG. B,-o-6560
CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS MAIN PROFILE ELEVATIONS ARE TO CENTIGRADE (C.G.). SLHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE 9. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG.
AND STANDARDSO RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES
3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT WHERE B-362, COLOR CODED GREEN,
TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN
I A
SPECIFICALLY DESIGNATED ON PLANS, PER E-M.W.D., STANDARDS AND SPECIFICATIONS. I V. FF ASSEMBLIES SHALL BE INSTALLED IN ACCOR,,DAN,CE WITH STD. DWG,
ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE PLI
4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. SB-53, SB-58 & TO THESE LINES OR STRUCTURES. 11. ALL PVC PE THROUGH 12" SHALL BE TYPE C-900, DR 18s EXCEPT WHERE NOTED
AND LARGER
SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECI, ICATIONS. 18
G
lik A�C)lk A kiVC70T
EXIS"NIN V ROUND STRUCTURE ilk )k vr%Ni 114 T E.R 1. SHOULD BE C-905, DR-14*
THE CONTRACTOR SHALL NOTIFY THE DISTRICT IN WRITING A MINIMUM OF TWO
5. MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH STREET GRADE TO SEWER 12, FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR GRAY IRON FITTINGS SMLL BE
C
L BE CEMENT
-SH ON J �NTSj
WEEKS BEFORE
CCORDANCE WITH STD. DWI SB-30. 01 SHAL
THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, PIPE SHELF ARE TO BE CONSTRUCTED IN A BEGINNING CONSTRUCTION, AND SHALL NOT BEGIN CONSTRUCTION FLANGED, BOLTED ME HANICAL JOINTS, OR PU,
BEFORE OBTAINING AUTHORIZATION TO PROCEED. S"PECIFICATIO S.
6. ALL LATERALS SHALL HAVE AN ON-SITE CLEANOUT IN ACCORDANCE WITH STD. DWG. MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS A D
if
STRUCTURES 'R CONDUITS SHOWN ON THESE PLANS ARE OBTAINED
0
SB-52.
BY A SEARCH OF THE AVAILABLE RECORDS. TO THE B,EST OF OUR 13. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME
A
dNLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED OF INSTALLATION PER EMWO STANDARDS AND SPECIFICATIONS.
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
IN
01 TS WITHIN
IN ACCORDANCE WITH STD. DWG. SB52.
14. A JOINT RESTRAINT DEVICE SHALL BE USED 0 ALL MAIN LINE PIPE J
ON THIS PLANS. IT SHALL BE OF THE CONTRACTORS RESPONSIBILITY GE.4NERAL 8
8. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER SPECIFIED LIMITS AND ALL JOINTS OR WATER APPURTENANCE LATERAL N
TO NOTI FYL THE OWNER'S OF THE UTILITIES OR STRUCTURES S OFF M At LINE
AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO EXISTING PER EMWD STD. DWG- B--w,663.
CONCERNED BEFORE STAKING WORK. CONTRACTOR FURTHER ASSUMES
MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE T 1:0R.,
E L 9 Kv 1"15 E R-9
ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. APPROVAL BY EMWD IMPLIES NO PERMISSION OTHER THAN THAT daft, All
colmm0st MoTESts
NOW I'llow PAU
PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON 9. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE WITHIN THE DISTRICT'S JURISDICTION, ALL PERMITS REQUIRED
BY LAW SHALL BE ACQUIRED BY THE DEVELOPER OR HIS CONTRACTOR.
THESE PLANS. LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MAN- COPPER TUBING
HOLE CENTERLINE. REQUIREMENTS OF EMWD SHALL TAKE PRECEDENCE OVER REQUIREMENTS IMPLEMENT THE FOLLOWING MEASURES:
10. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF OTHER AGENCIES ONLY WHERE EMWD REQUIREMENTS ARE GREATER. 1 . PROTECT BURIED COPPER TUBING BY PLACEMENT OF CLEANL SAND BEDDING AND
OF EMWD AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS
BACKFILL ABOVE GROUND COPPER PIPE WITH INSULATING DEVICES PER NACE SP0286.
BEHCHMARK DESCRIPTION COMMENCEMENT. 2. CO-"R, �1NATILLO I W!��"R'' 'UM OF 10 MIL. PVC PIPE WRAP
2. ALL COPPER TUBI,N,G SHALL BE WRAPPED WITH A MINIM
THE PROPOSED WORK SHALL BE SUBORDINATED TO ANY OPERATIONS
11. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB-177. LOCATIONS TAPE OR SLEEVED WITH POLYETHYLENE SLEEVE. THE SLEEVE SHALL BE WATER TIrI`
EMWD MAY CONDUCT, AND SHALL BE COORDINATED WITH SUCH OPERATIONS
U
RIVERSIDE CO, NTY DESIGNATION,: SR4 19
AT BOTH ENDS AND PROTECTED FROM PUNCTURE DURING INSTALLATION'.
OF WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED AS DIRECTED BY EMWD.
ELEVATION: 1397.45 NAVD88 m6wo 1395.08 NGVD29
IN THE FIELD PRIOR TO CONSTRUCTION TO MI S DRIVEWAYS. ALL LATERALS ARE TO BE PLASTIC AND VITRIFIE
CLAY PIC5,00.
4" IN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS. CONNECTIONS OF NEW 3. AETRUYAL QE 2RAQU
0.65 MILE WEST OF LAKE SKINNER DAK AT THE SOUTHWEST CORNER
APPROVAL BY EMWD OF A PROPOSED CONNECTION TO AN EMWD FACILITY 1. NO SPECIAL PRECAUT10NS ARE REQUIRED FOR PLASTIC AND VITRIFIED CLAY PIPING
LATERALS TO EXISTING SEWER ARE TO BE PER STD. DWG. SB-176. :, %�, Nor
OF BENTON ROAD AND WASHINGTON STREET, 65 FEET WEST OF THE PLACE UNDERGROUND FOR CORROSION VIE N I.
PL DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATIONS
F W 1 12. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS ROJECT MAY INVOLVE
CENTERL[NE 0 11ASK NGTON STREET, 48 FEET SOUTH OF THE
2. PROTECT ALL METALLIC FITTINGS AND VALVES WITH WAX TAPE PER AWWA C217 OR EPDXY,,
is
CENTER`Lrj� E OF BENTON ROAD, 29 FEET SOUTHWEST OF Pro SHOWN ON THE PLANS.
N WER POLE WORKING IN A "CONFINED AIR SPACE ARTICLE 108, TITLE 8, CALIFORNIA
3. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED WITH A MINIMUM OF 10 MrIL. POLYETHYLENIE FILM.
ADMINISTRATIVE CODE.
NUMBER 4214121 Es A 3-1/4 IN' H STANDARD MWDSC ALUMINUM DISK, SET
4. ST,Ab!.D-6.R,
,.P.S.-OF COITRUCTI
FLUSH,, IN TOP OF THE NORTHEAST CORNER OF A 6 FEET BY 11 FEET 13. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ALL WORK SHALL CONFORM TO RECOGNIZED STANDARDS OF CONSTRUCTION, L P I
SLAB 'FOR G T E TELEPHONE RISER XTBLN. ABSORPTION RESISTANCE PER EMWDsS SPECIFICATIONS. AS REQUIRED AND APPROVED BY EMWD.
1 ON ALL P]PES,, APPURTENANCES AND FITTINGS NOT PROTECTED BY CATHODIC PROTECTIO N,
14. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM
COAT BARE METALS SUCH AS VALVES, BOLTS, FLANGE JOINTS, JO,NT Illlllll�SSES AND FLEXIBLE
PLUMBING CODE. 5. WATERLINE INSTALLATION TO BE MADE FOR EASTERN MUNICIPAL
COUPLINGS WITH WAX TAPER PER AWWA C21 7 AFTER ASSEMBLY.
Ery
WATER DISTRICT.
15. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STD. DWG. SB-157
ENO CERTIFICATION
INE
E IN
CORROSION CONTROL MLAS,gff S IN _Q �'l CI
CIL D,, D WQ
SB-158s & SB-159.
FIR 6. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN
E FLOW 1 s000 GPM
16. AS NOTED ON THE PLANS, MANHOLES SHALL BE COATED IN THE INTERIOR (SHAFT,
CONFORMITY WITH THE REQUIREMENTS OF THE CITY OF TEMECULA AND THE
eK
CHANNEL AND SHELVES) WITH 100% SOLID EPDXY POLYMER, SAUEREISEN SEWERGUARD AMERICAN WATER WORL S ASSOCIATION (AWWA) STANDARDS.
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE
EASTERN MUNICIPAL WATER 01"ISTRItT
WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE GLAZE NO. 21 0GLs OR APPROVED EQUAL. SURFACE PREPARATION INCLUDING
P%it 7. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY WATER SYSTEM CERTIFICATI014
Z�)A EN UNDERLAYMENT NO, F-120 OR NO. 209 FILLER COMPOUND, ABRASIVE
DEPARTM� NT--. AND THE AWWA SPECIFICATIONS WILL BE CAUSE FOR REJECTION.
BLASTING, MIXING APPLICATION AND CURING SHALL BE AS RECOMMENDED BY THE
T RAC
MANUFACTURER. MINIMUM THICKNESS SHALL BE 125 MILS. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN T NO. 35161 IS IN
jLl
, ,,I , , ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL
!2 -,-CLA-, RATION OF EN INEER OF RECORD
z RINARD L. VALDEZ DATE DE, WATER DISTRICT AND THAT THE WATER SERVICE., STORAGE AND DISTRIBUTION SYSTEM WILL
WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. THIS, CERTIFICATION D50ES NOT
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC
ULJ CL ANY
St
THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND IR OTHER PURP0
QUANTITIES FLOWS Q PRESSURES FOR FIRE PROTE TION OR
z PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF
p
PLICANT EN, EER I AC
v%�ft
T"I R
L Z:i UME FULL RESPONS4 LE CHARGE F0 SUCH
EASTERN MUNICIPAL WATER DISTRICT DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE EASTERN MUNICIPAL WATER DISTRICT
K8 HOMES VSL ENGINEERING
PLANS BY EASTERN MUNICIPAL WATER DISTRICT (EMWD) IS A REVIEW FOR THE
POSE
CONTACT: CHRIS LARSEN CONTACT: RICHARD L. VALDEZ SEWER CERTIFICATION LIMITED PUR OF ENSURING THAT THE PLANS COMPLY WITH EMWD
z 36310 INLAND VALLEY DR. 1805 TEMECULA PKWY. #129
0 Z PROCEDURES
APPLICABLE POLLICLES AND ORDINANCES. THE PLAN CHECK IS NOT
0I
WILDOMAR CA. 92595 TEMECULA, CA. 92591 BY: 13
TEL. 95'1' -'691 -5283 TEL. 951 -296-3930 1 CERTIFY THAT THE 11111) IGN OF THE, SEWER SYSTEM IN TRACT A DETERMINATION OF THE TECH,NICAL ADEQUACY OF THE DESIGN OF THE
< 91^ 'm,
v
tv. VL.MENTS. SUCH PLAN CHECK DOES NOT THEREFORE, RELIEVE ME OF MY
EMAILL: clorsea@kbhomexom EMAIL: vsLengineeringOgmoil.com NO. 35161 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL I CIVIL ENGINEER OF SUBDIVISIONS DATE
RESPONSIBILITY FOR THE DESIGN 0 THESE IMPROVEMENTS. AS ENGINEER OF
WATER DISTRICT'S SEWER SYSTEM MASTER PLAN, AND THE DISTRICT
K C-0 D I GREE TO INDEMNIFY AND HOLD EMWD, IT*S OFFICERS, AGENTS, AND
z HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES RETRO REFLECTIVE RETRO
Aml Adal f%T EM"PLOYEES HARMLESS FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES OR
FROM THE PROPOSED TRA%,l REFLECTIVE
MARKER
0
MAWER
INJURIES TO ANY PERSON OR PROPERTY WHICH MIGHT ARISE FROM THE CURB
O�,RR SION EN INEER OMILSSI
p
EASTERN MUNICIPAL WATER DISTRICT. NEGLIGENT ACTS, ERRORS OR ONS OF THE ENGINEER OF RECORD. I FACE FIRE HYDRANT
Lj
P
GE'OTEK, INC. PROJECT X CORROSION ENGINEERING HAVE READ, AND INFORMED THE PROJECT AP, LICANT/HVELOPER THAT
G cu, 1B,
m 710 E. PARKR0 E AVENUE, SUITE 105 29-970 TECHNOLOGY DRIVE, SUITE 105F APPROVAL OF THESE PLANS DO NOT RELIEVE THEM FROM THE REQUIREMENTS R
TREET
S
BY: I ON S too
CORONA, CA 92879 M,URRIETA, CA 92563 FACE
N OR IN OTHER APPROVED
OF THE CONDIT OF APPROVAL (ATTACHED HEREIL
.j (95 1 582-0170
U-j 951) 215-6399
CIVIL ENGINE R OF S_U DIVISIONS DATE IMPROVEMENTS PLANS).
6
RETRO Fl"
I Mill
P MUNI
LlrA TIM REFLECTIVE HYDRANT
N K-,A, TOR STREET
% m
A
MARKER
CL
NOTE
NOTE�:
LAj APPROVED By: . Owl
WORK CONTAINED WITHIN THESE PLANS SHALL NOT PLACE BLUE RETRO, REFLECTI'VE PAVEMENT MARKEK 6" OFF ST. C
AV S AND L.
Am
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSION,
DE PART
07 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR ON HYDRANT SIDE PERL RIVERSIDE STD. COUNTY FIRE MENT.
& OCAITI
DATE: SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO
I'LNES TYPICAL HYDRANT MAWER
A GRADING PERMIT HAS B EN ISSUED BY RCTD. GUIDEL ON DETAtL HEREON,
.j
COMMENCEMENT OF WORK.
PRE33URE ZO"NE 1627m
T R
> YP't, HYDM, T M A K LOCATi
0
D
V'
NOTE*
%.J 21,
0 SEAL. CLO 2
WATER SEWER APPROVED BY:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT U-NTY OF R�IVERSI'DE S.A. 4, �,,,3,4
L
ENCROACHMENT PERMIT AND/O IN-rG E
CO3M"MENCE UNTI'L AN G sg,
V) EASTERN MUNIC PAL WATER DISTRI,CT H "A" 160,6 14816
A
GRADING PERMIT HAS BEEN ISSUED
0:
31805 TEMECULA PARKWAY #129, TEMECULA, CA. 92591 TRACT N 35161 IP 140015 C"o.
BENCHM RK: SEE SHEET
V)
WL
D. 14A-27
Ll THE PRIVATE ENGINEER THESE PLANS IS TEL. (951 1 29)6-3930 FAX. (898) 537-1396
RESPONSIBLE FOR ASSUWNG THE ACCURACY OF ENGtNEER OF SUBDI (TNS DATE
CIVIL
SEWER AND WATER PLAN
6 IRS% 'A
DESIGN & ACCEPTABILITY OF THE WORK HEREON. Exp. 16 ED Byl Imn,
IN THE E WNT OF DISC CIES ARISING AFTER AL IM T. 1 OF 8
Know whotz, elow.
COUNTY %PPROM OR 41 1,
Aft,* CONSTRUCTION THE CIN �JLJ
PRIVATE EN NEL11R SHALL BE RESPONSIBLt FOR MAR K BY rE
I A DATE EGI TERED CIVIL ENGINEER NO. 48060 DATE: AF
\-..s u 1 before you dig. HE M ACCE 4WLUTON MID RNSNG FOzv\. W.O.
TD ERMNIW,
COUNTY
T REVISIONS
01 11 E PLANS FOR BY THE COUNTY. ENGINEER *31/17 H NO. 542 26
EMWO 12/ F wE
1_11110
IF=it ir 1E Ft 14 !V1 t) 14 1 11 Iml k1m 1E Ft 1) 1 9;lr Ft I (.7r
SEW-VER AND WWATER PLANS
COUNTY OF RIVERSIDE TRACT No 35161
N
N E
IL
of 1200
1800 240
4n
j
SCALE: 1 609
10
BORD UX PL. SUN"Y HILLS DRm
/1`7 HOT TAP EXIST. 12" PVC W/L THOMPSON RD.
NIL
�_Aj I CAMA
rPER D-28188 s=ss
F-
E-7
WITH 12 x8" TAPPING SLEEVE AVE.
WITH 8" FxF RSGV
SITE
EXISTING 6*9 FH D T 9 a- 0 AT DEV. EXPENSE. EXIST.
D-25217 Mum dft. AVAR BEWON RD.
r7l: M_ -r 'IV T 8-,,�,OUNDARAY
EXIST. 12" PVC WATER PER Dom_ FRENCH
y
EXIST. 12" PVC WATER PER D-28189 ' V, 11
Al
12" P.V� SJWER.P.ER -2 17
D
Inn 9
tot 83 84 PRIO' 'P. 6" F.H. 85 86 81 00 89 90 92 93 9 "IC,1,"I�TY MAP
H T TAP PER PROP. 6## F.H. 94 96 v
W
LX15.1,,.,12",,_.PVC,_,WATE,.R,.Pf R 7
D---252 1 loin SEC11A Sm
sews osiso. 4 ,0 4, T 2
H T TAP PER Q 28 1...010
J
"Wess SEE SHEET 8
Ns. 0 Is
*No= Maine Nelson loom swoo- gAvem sommm� "Now SIMON I
00 avow Mass amem NOWN MEMO "so" doom 100110 OPINION
PROP. 2'" POTABLE IRRIGATION SERVICE VARQU MET11 1 6" F.H.
7" 6 ot .,T -.-- - so PROP. EXIST.
F.H PER 8-344A. FUTURE 1-1/2" MEIER PER B-342,
PER D-25217 6" F.He 6 F.He
Me He NO. 4
6 FeHq 1 AV & AR PER D-28188
00 LOT 53 TERMINUS 31 mown.A9001s.
CNI Me He NO. 9 6" F.He
17 46 DIU. V
0) Q0 W "s" 45 F
N 'OOMMW#�. 10000"N.
to Q. OPEN SPACE Ar TERMINUS UR 1010006%,
Iss )R
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30 47
TYP ITEM UN I T QU AN I TY
0:: CN UR
PR 5 UR
UJ 10 18 (�)R
0. IV -
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x W 04 8 SEWER LINE W/ BEDDING SB-157,158 & 159 L.Fal 1660
W CL M CL LAJ 110- TYP 1 AV & ARWIA 16 Wilson
LLJ 100"1111, le- 0. 1 1 8 PVC WATER TEkIM111NUS
&-sia 0 to
v** DR SEWER MANHOLE PER SB-53L
-.001 Jet 61 !j 6** F He 1 AV & AR EA. 5
11, Type-
UJ 0 so 0 - �1._ -58.
Boo M WATER SEWER a M WATER 3 2 (tR) TERMINUS SEWER MANHOLE PER SIS EA. 4
PIR
less:
tn %t 19 29
LO1000`111111�
to + 0 If, N 4" LATERAL LF 15,00
4 (�R)
cp
Me He No. 3 SEW'v He NO. 18 -52 EA. 51
tR) 15 LATERAL CLEAN OUTS PER SB
0 pu I
PROP. 8 1 AV & AR 44 TERMINUS
V) ' " S UR A N 1 33 SEWER WYES EA. 51
seems 0e6 R UR
ER F.H. PE 40 20
x Is I
sees PR
>0 I I UR 61Tr. UR TV.
Ift 0 1 28 48 1579158 & 159
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9 11 W
cc W 1 8* M WATER BACKWATER VALVES (LOTS 25v 38t 39 ANO 41) EA. 1+
UR TYP 6' TYPIM
6' TYP.
Me H NO. 17
lilt INSTALL SAUEREISEN COATING ON EXIST. M,H1 EA.
PR 43
v? :C 34
A. A4ft I I
IM SEWER 27 wo UR
0 1 1 44, .000"IN. UR
vess"I (tR)
IL 46 z FOR WATER
IL 10 Me He NO. 3 QUANTITY ESTIMATIEG
PR 103. MwHs Now 13
11-sm ill 1.0 49 ITEM UNJ T QUANTITY
0) -.OWNW&.
Type UR All'
I Me He NO. 2 6" F.He A4;& UR 8" P.V.C. WATER C-900
0 35 L.F.
L: WITH SALIEREISEN COATING &M
(P R) 6 F.H. a SEWER 26 UR
WNW* 0
8" RSGV EA 14
V) bLWLK UR
Lj JOIN EXIST. M.H. PR PR 6 F.He UR
1-- 12 M.He NO. 7
PER D-22'282 6* TYP. Me He NO. 1 MISC. FITTINGS EAII 9
..j
IssIs-to INSTALL SAUEREISEN COATING XT DEPTH WITH SAUEREISEN COATING
06M WITH SAUEREISEN COATIN Me He NO. 5 UW A4 6" F.H. ASSY B-362 (6x4x2 1/2 WET BARREL) EA. 14
yp 22 36 .4 1
I SEWER EXTRA DEPTH
'NoMrsss'poresI btW'tR 6 PR C4.
50
Is
WITH SAUEREISEN COATNG, 25 UR
-b%jj BLUE RETROREFLECTIVE PAVEMENT MARKERS
Islas, aftar
,UPR UW UR
37
I AW 23 6" F.He Me He N 0. 16 PER DETAIL ON SHEE T 1. EA. 18
low
-:x0 Me He NO. 6
CNI M 1" POTABLE WATER SERVICE PER B-5,90-A W/ 1" METER PER B-591 EA. 51
-psi .0-1, UR WITH EREISEN COATING
EXTRA DEPTH ------
40
T T W SAUEREISEN COATING
M*Ho NO* 12 6" B.O. ASSY. PER B-568 EA. 2
1. 15 WLKI
low= maim TV PR
I-ees --to� %& M... -�L 0 0 a a mamma 2* SEWER WITH SAUEREISEN COAT[NG
I-,� M� �% IM - 6
HOT TAP 81" WATER TO EXIST. 12" WATER* EA.
12" SEWER
6 TYP
Me Type
.6 �Ii 0. ft%ft
TOWN
A Is B.O. 24 Is a
#&NO "E 0 1,11110"'"11111IL a* ANIft-..Affilft AWOL 'A 0
Aft I MK 51 UR 1" AV & AR ASSY B-598 (PVC) TYPE "B EA, 3
1 AV & AR go LA� 6" FaHe UR L __W___ % -_J_ I I I
X d! 12 __&WR
1; 0. 1 M.H. NO. 19 8"x6" REDUCER EA. 4
39
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UW IEXTRA DEPTH
N
4rwm* 6 F.He 101,
R 38
1 8" WC WATER WATE!J-- M.H. NO. 11 UW WITH SAUEREISEN COATI,
2" POTABLE IRRIGATION SERVICE WITHOUT METER PER B-3,44A. EA. 1
see ..I I M.H. No. 15
EXTRA PITH FUTURE 1-1/2" METER PER B-342,
C:) LOT 52 D
i=W J� .1 1 WITH SAUEREISEN COATING CQAJ
V_ %2 ,L" I evj VALVE TO OPEN SPACE 04 110oft Missile
Uj M.H. NO. 10 HOT TAP PROP. 6" FH (B-362) PER SEPARATE PLANS EA. 3
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EXTRA DEPTH
P
Air NUT
HOT TAP PROP. 6"" SUPER FH (B-516) ER SEPARATE PLANS EA.
0
21 F�LC W R 3 24
22
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TR_ _A_CT BOUND RY eiiiigrj,9,"' CUT IN 8*' TEE TO EXIST. 8' PVC WATER EA.
t _Tt EW. WAT. D f 11
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EXISTING 6: FH rXISTNN,G
�O �E- 1 AV &
see%"W
AR
WATER LEGEND D-28195 EXIST.
NOTESS
8* ftt iWER PER D-28195
ix I I I I I I SHEET 4
0 RE 1 0# AV & AR 141, QUANTITY ESTIMATES SHOWN ON THESE PLANS ARE FOR PLAN CHECK PURPOSES ONLY.,
H T TAP LIST OF ABB "VIATION
PER D-28195 8" PVC WATER CONTRACTOR SHALL VERIFY THE EXACT QUANTITIES PRIOR TO CONSTPUCTION, ANY
z
0 CUT IN 8" TEE, INSTALL 3-8" FxH RSGV EXIST. PER D�2-81195 DESCREPANCIES FOUND MUST BE DIRECTED TO THE ENGINEER IMMEDIATELY, SO ADJUSTMENT CAN BE MADE.
40 Ile, kr�m Vw_&A 1% R/W RIGHT OF WAY IND P
k00% < 0,1=0%, LE EXIST, OR PROP. WATERLINE BY OTHERS. Ps
le-
W F.H. FIRE HYDRANT (N,E X) BY EMWK AT DEVELOPER'S EXPEN%S11t. Is. �, P. 6$*. ..-F.- e. TH THEIR RATED CAPACITIES (AT 20
WATERLINE TO BE INSTALLED SCALE: 1 60' CONTRACTOR TO FUMSH ALL MATERIALS. HOT TAP PER D-28195 2. HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WI
SEWER LINE PSI 1/4 BAR RESIDUAL PRESSURE OR OTHER DESIGNLATED VALUE) AS FOLLOWS: CLASS
V) AV & AR AIR VACCUM AND AIR RELEASE VLAVE RESTRAIN EXIST. WATERLINE 1101 TO EAST AND PLM CL
z AA-RATED CAPACITY OF 1500 G OR REATER (5,680 L/MIN.),, CLASS A-RATED
AIR VACJAIR REL. ASSEMBLY PER B-598 M.H. MANHOLE WEST OF TEE (PER B-663). PL PL 9 GPM (39 785
Li D CAPACITY OF 1,000-1,49 -5*675 L/MIN.),, CLASS 8-RATELD CAPACITY OF
SEWER LINE W/ LATERALS �2.5' MIN./
0 PR PRESSURE REGULATOR VALVE 0
RSGV VALVE (HXH) 5" MAX. 500-999 GPM (1 900-3978 L/MIN.). CLASS C-RATED CAPACITY OF LESS THAN 500
5 MIN. D NOZZLE
R R/W R/W
B.O. BLOW OFF /W GPM (1,900 L/MIN.). ALL BARRELS ARE TO BE CHROME YELrLOW`j WITH TOPS AN
A- I L L Yo VID r
I.Ji 0
SEWER LINE (EXIST. OR PROP. BY OTHERS) RSGV VALVE (FXH) (RESTRAINED) CAPS PAINTED WITH THE FOLLOWING CAPACITY - INDICATING COLOR SCHEME TO P:R, ,,r E
M RSGV RESILIENT GATE VALVE !U.. Q.R W....,E WATER A TH COLORS USED IN SIGNAL WORK FOR SAFETY, D
..ST SIDE ..N,,.,O,,RTH Q`2, E6LT 5ff T SIMPLICITY AND CONSISTENCY W ANGER
MANHOLE FXH ADAPTER (RESTRAINED) EXIST. EXISTING 10`/12" 18 0 113 1 of Z1 2 1 AND INTERMEDIATE CONDITION: CLASS AA - LIGHT BLUE, CLASS A - GREEN, CLASS, B
Lj lessesseel 01141- ___j _ - 10 - RED. ALSO SHOW PLACEMENT AND QUANTITY OF BLUE REFLECTIVE
W L'' A111111111111 MAX. ORANGE, CLASS C
C.L. CENTERLINE SEWER
I T-1 PAVEMENT MARKERS,
A
z MANHOLE (EXIST. OR PROP. BY OTHERS) 6x4x2 1/2 WET BARREL F.H. PER B-362 B.C. BEGIN OF CURVE A g-
3. INSTALL PRESSUR REGULATORS ON ALL LOTS.
SIDEWALK 7.0
z E.C. [_YPICAL LOT
EX.TEMPORARY END PLUG WATER SERVICE CONNECTION WITH METER END OF CURVE
Li
VAR. VARIES N.T.S.
T T�
sessessu LANDSCAPE SERVICE CONNECTION IMTHOUT METER FIRE 4' MIN.
P.E. PAD ELEVATION 7.5' M1N.
0 BW BACKWATER VALVE HYDRANT 6
3 BLUE RETROREFLECTIVE PAVEMENT MARKERS FIN. FINISH IMPLEM, ENTING FACILITIES (WATER) LOT SUMMARY
V)
x z ]E--� FLANGE TEE FUT. FUTURE 8 WAT P Type 1 NONE wom ON"saw assesses Now me" omp ..M*No-"
PAD=12.5 PROP. PAD ELEVATION 19:1 .20" -6 8" SEWER RESIDENTIAL LOTS 51
STORM WATER/OPEN SPACE LOTS 2
6 F 6" B.O. PER B-5,68 C&G CURB AND GUTTER Tr. Me IMPLE MENTING FACILITIES (SE R)
PRESSURE REGULATOR VALVE TYP. TYPICAL
(t)R 11"fPICAL UTtUTY SECTION -U
r''RES"a", itE ZONE 1627
0 1. N ONE TOTAL LOTS-- -53
PER RIV. CO. STD. OK. NO. 817
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T 43
/34
0, 0 NOTE SEAL: WATER SEWER APPROVED BY: ru` E
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNT OF RIVER " I S.A&
COMMENCE UNTIL AN ENCROACHMENT PERMIT ANO/O OW E G SCH90v "A"
R EASTERN MUNICIPAL WATER DISTRICT v.0. 14816
A GRADING PERVIT HAS BEEN ISSUED sees.", I P 140015 C-0.
318,05 TEMECULA PARKWAY#129, TEMECULA, CA. 92591 TRACT No. 35161
'D.
BENCH41ARK: SEE SHEET 1 np!�� L., v&mz 7ft '31 14A-27
NGIL TEL. (951) 2?6-3930 FAX. (888) 537-1396
0 LAJ THE PRIVATE E NEER SIGNING THESE PLANS is 140. CIVIL ENGINEER OF SUBDIVISMONS DATE SEWER AND WATER PLAN
> RESPONSIBLE FOR ASSURING THE ACCURACY OF
sessal. ARED B
0 DESIGN & ACCEPTABILITY OF THE WORK HEREON. SH,1. OF 8
Eve
IN THE EVENT OF DISCREPANCIES ARISING AFTER
Know whot's below. "k-lail, r7 ENG.
COUNTY APP OR DURING COhISTR TME
PRIVATE ENGINEER SHALL BE KSP U T* DATE IF r_%LM
0
Q. NEIZ FOR MARK BY APPR IL EER NO. 48060 DATE: VAI OR: W.O. U
DETERMINING AN ACCEPTAME SOLUTION AND REVISING DA 0-0 hE STERE6 CIVIL ENG1N, F CO' NTY
Q. I Ua before you dig. PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS cmx% E 12/31/17 FtLE NO. 54227
EMWD
list 1) 1 Mr or
IFM at%;T 11FW 11 1 1 PA tj 111 01 ilittlim 11 T IFO 1P I Pit 111 0
SEWER AND WATER PLANS
COUNTY OF RIVERSIDE TRACT No 35161
EA