964yy_wt OREN L NO TES
1. ALL CON91RWMN SHALL OE IN ACCORDANCE WITH THESE PUNS AND IN CONFORMANCE WITH THE CITY OF RIVERSIDE
MIC UDIVISION, STMDARD SPECIRC=W NO 205 FOR WATER DISTRIBURON SYSTEMS LATE'
AW-WA STAN114RDS ANDSPEGIFICIRONS,, T AS NOIED; AND THE STANDARD SPECIFM77ONS
MM C WNW CONSTRLCWN (G EN ), LATEST ADOPTED EWM AND AMENDMENTS.
I ALL SM MAW 12 INCH AND LWDER SIMU BE CLASS 350 D.I.P. A. ,A, C-151. ALL PIPE "OS SH4U BE WA TER IMPROVEMENT PLANS FOR C T NO . 31199
mmmmw wam RmAc iNousmex imc omp RI , US PIPE AND FOUNDRY CO> IHELD-LOKO a4SKETS ORr
WATER DIVISION APPROVED EQUALALL RMNGS SHALL BE RESTRAJNED EC- JOINT TYPE.
3. APPROVAL OF 7141S PLAN BY 774E WATER &VWNNOT RELIEVE THE PRIVATE ENGINEER OF THE DESGN RESPONSIBILITY
ISTRNG ARE
THEREOFA GIN S E S IS RESPONSIBLE ASSURING THE ACCURACY ACC HYDRANT 711
HEREON.OF THE WW IN THE OF DISCREPANCIES ISI DU S UCRON, THE A E E ,.r
RESPONSIBLE FOR DETERMINING AN ACCEPTABLESOLUTION AND REVISING THE PLANS FOR APPROVALE C
4. THE DEVaOPER SHALL BE RESPONSIBLE R PRESERVING OR RE-ESTAOLSHING AND REFERENCING SU �
DESMYED, D67URBM OR BURIEDA RESULT OF ME CONSTRUC71ON SHOWN HEREON. .01
-
5. WATER MAINS SHALL BE LAID TO THE LINE AND GRAVE SHOWN "
Am THE ,S ENGIN .L PROVIDE A CONSTRUC77ON OFF-SETA L FffTINGS AND -
APPURTENANCES CUT S*M SHALL BE PROVIDED FOR FlPEUNES ON ALL MMS
ANNIMUMC S UNDER 12 INCHES IN OPACM SHAU BE 3 D FEET, UNLESS
OTHERWISE NOTED AU 12 / 4s0 FEET OF COVER
m EN L U
5 Ewa
UMM EXCEPT AS SHOW ON INM RAW THE CWMAC7M IS f T _ &
AV
PRMCT , T RECORD T a At NAC.E
SMWT Lr.Ofr FACILInM ME NOT SM ON THE RM W CWMCTOI? L E C1 E ly
kOMMMIEE W#aOPER MD PMIC UnUTIM DEPAffWNT &ECnWALI C
" a
FM LMMM OF *I
SED
- -1015.9
- -- PE-10 14.5
O PROTECT PIPE AT ALL TIMES AND SHALL BE C4REFULLY BEDDED TO PROWDE CONIINUOUS
WARM AND 70 ,M11' UNEWN SETTLEMW PIPE S#i4U BE PROTECTED Aa4WST FLOTADONT ALL TVAES OPEN ENDSU-
SHALL BE SEALED AT ALL 77MES WHEN CONSTRUCTION IS NOT IN PROGRESS.
a ._
UNLESS O E APPROVED, WATER K4W AND SEOV WAS SqAU NOTC 1.0 FOOT OF WWM
-1O®1
CE� A SCE TINES L T f E , A , SSTNG FIR DRANT O
CLEARANCE OF 10 FEET IS REQUIRED WATER AWNS SHALL CLEAR ALL HOUSE SEWER LATEItkS BY A WWWN OF 1.0 FOOT a
CLMMCE (PER - 15 AND CW,0-023)a
PE1
90 TER BODES FIRE H S S AT CU L TTONSe THE CT SMALL U - 07m P. SANDA r;
METER ES TO SA E E SID S E a WATER ES SHALL NOT BE LO RE HYDRANT
PE=1039.4 PE=1036.6
PE=1040.4
11. A MA' R L , PER WATER SIGN SPECIFICATION NO. I PRO A LIST D MATERIAL €
..� ® E=10 14.5
CERTIFICATIONS MUST BE SUBMITTED FOR A R DIVISION APPROVALFSR TO INSTALLARON
;
12m THE CON CTO Y BEGIN CONS UC7f, ONLY AFTER A PREC S UC71O N IS HELD WITH THE WATER D SION
' `
ENGINEERING STAFF CONTACT WATER CONS `UC77ON INS EC77ON AT 951-826-5672, AT LEAST ONE WEEK PRIOR TO THE
PIANNED START OF CONSTRUCTION OF THE WATERLINES TO ARRANGE THIS MEEIINGo �� i PROPSTAN
-
-`
ASSESSORS PARCEL NUMBERS
13, THE CO TCR S 1N A L TION RE E TO UNDERGROUND S CE ERT 1 F FERE y
WORKING DAYS BEFORE DIGGING. RC STREET OPENING fT WILL BE ISSUED ED E PUBLIC WORKS DEA ENT INVOLVING �� ;-� 1 i O � 269-261-005
VAT7ON FOR UND G UND FACILITIES UN S E PLI BEEN RRC °ICE AF! INQUIRY 1 TfFtCA C fNLf
BY USA. ALL NECESSARYPERMITS S BE TAKEN OUT BY THE CON- UC CON R
CTOR> A STREET OPENING PERMIT; � r'
PROJECT NOTES_ _ . `ISSUED BY THE PUBLIC WORKS DEPARTMENT, OR A RWRSIDE
COUNTY ENCROACHMENT
PERMIT,
DEPENDINGUPON ddISDI 77ONp
IS REQUIRED PRIOR TO THE START OF CONSTRUC77ON COURT
- -
PE=1017.0
TOTAL GROSS PROJECT SIZE. 9.1 ACRES
14. THE CON CTOR SHALL POTHOLE EXISTING UTILITIES, PRIOR TO CONSTRUCTION, TO DETERA41NE THE DEPTH OF COVER THE ; cr;
WATER M41N SMALL BE INSTALLED WITH THE REQUIRED VEJ?77CAL CLE4RANCE. IF INSUFFICIENT COVER EXISTS, THE CONTRACTOR 4.
C,CESS
SHALL CONTACT THE PRIVATE ENGINEER WHO SIGNED THE PLAN TO DETERMINE AN ACCEPTABLE SOLUTION. �f � PROP. ST ASE�ENZ
15, THE CON CTOR S REQUEST WATER DIVISION INSPECTICIN C WORKING DAYS PRIOR TO TRENCHING. PLANS AND � i PROP. STAINS FIREHYDR4NT BASIS OF BEARINGS:
SPECIFICATIONS SHALL BE ON-SITE AT ALL TIMES.
FIRE T P =1 02 THE TIcIN �OF IIIARf LANE, BEING
NORTH 89 3t 4 EAST PER TRACT NO. 9562
16. WATER MAINS SHALL BE SAND BEDDED IN ACCORa4NCE WITH CWD-040 C -040AND PER PART 3, SECTION 306 -1.2.1 OF THE �� � �NA MB 12311£I-15 WAS HELD AS THE BASIS OF BEARING,
SPECIFICATION 205° 15 14
17. THE CONTRACTOR BEFALL NOTWEMT
IfF1LL TRENCHES UNTiL RIE AE 1m7 PE1wO
OBTAINED AS-BUILT STATIONING ON ALL FITTINGS AND 13 12PE�1O�7.6 M c tJ ':
DA TE PREPA RED:
APPURTENANCES PRESSURE TESTING WILL NOT BE ALLOWED UN77L AS-BUILTS, SUBMITTED BY THE CONTRACTOR, HAVE BEEN PE=1037.5 PE=1033.
APPROVED BY THE WATER DIVISION #
18 THE CON CTOR SHALL BULKHEAD INS, PLACE AND COMPACT SACKFILL, TEST, STERILIZE AND PASS BACTERIOLOGICAL
SEPTEMBER , 2 16
TESTING BEFORE ANY TIE-INS ARE MADE TO THE CITY SYSTEM. CITY FORCES WILL MAKE THE FINAL SYSTEM CONNECTIONS
FROM TIME EXISTING MAIN. NO CONNECTIONS WILL BE MADE UNTIL ALL TESTING IS COMPLETE AND WRITTEN PASSING
BACTERIOLOGICAL TEST RESULTS HAVE BEEN SUBMITTED TO THE WATER DIVISION `
A. PRESSURE TESTING SHALL BE CONDUCTED AFTER THE TRENCH BACKFILL HAS PASSED THE REQUIRED COMPACTION
TESTS. HYDRO TEST PRESSURE SHALL BE 200 ASI FOR TWO HOURS. THE LEAKAGE LINT IS 15 GALLONS PER
INCH DIAMETER PER MILE, PER 24 HOURS° FOR IIP PIPE- NO LEAKAGE IS ALLOWED FOR WELDED STEEL PIPE
B.CHLORINATION SHALL BE PERFORMED PER PART 7 SECTION 700-5 OF SPECIFICATION 205°
GAS CHLORINATION WILL NOT BE ALLOWED. AFTER THE MINIMUM CHLORINA-HON CONTACT TIME, THE CONTRACTOR SHALL CONSTRUCTION NOTE:
DECHLORI TE THE TEST WATER IN ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD LEGEND
SANTA ANA REGION ORDER NO. 98-67 AND NA77ONAL POLLUTION DISCHARGE ELIMINATION SYSTEMS (NPDES) REF ITEM QUANTITY STANDARD DWG ITEM EXISTING PROPOSED ITEM EXISTING
NO. CAG998001.
1 N6TALL I WATER SOR4CE LMTION PER RAUtSM COUNTY STD. 7W 15 EA, CWD 6w
C.A MINIMUM OF TWO BACTEIVOLOGICAL TESTS ARE REQUIRED, PER a4Y. APPROXIMATELY ONE SAMPLE SHALL BEAIR VALVET BO DARRY
TAKEN PER 500 FEET OF N FOR? O CONSECUTIVEDAYS Q O 1 6 � � t EA. 41
° BLUE REFLECTORS E REQUIRED FOR EACH FI' D 3 L 60w ism" S7 WSTAU STANDARD FIRE HYDRAW ASSEWBLY & BLUE R E ER � EA. BLOW-OFF®OFT- � RIG: OF WAY
1
20. ALL CURBS, GUTTERS, S LINES AND STORM DRAIN LINES MUST BE INSTALL PRIOR TO BEGINNING ANY WATER LINE' SCALE: 1" = 60' 4 ' SLP® 699 LF; CW E O WATER LLINEE"R
INSTALLATION.
BENNO SIDEWALK. PER RAMIDE I EA. CWD 451 FIRE SEWER LINE
21° ALL PAVING INCLUDING WORK BY CITY FORCES SHALL BE PERFORMED BY THE DEVELOPER PER APPLICABLE STREET COUNTY SIANDARD.
IMPROVEMENT PLANS AND ANY APPLICABLE CITY OR COUNTY STANDARDS. 6 2. ASSEMXY 1 EA, C 9 411 H W/ AMNWAY lm WATER SERVICE
22 AU FIRE HYDRANTS SHALL, BE COLOR CODED ACCORDING TO THE HYDRANT'S FLOW RATE AT A RESIDUAL PRESSURE 7WTAU 1.50 LAV=4PE a4WLOW. 1 FA. O ,, 516 WATER SERWCE
OF 20 PSI. ALL BARRELS SHALL LOW CAP AND TOP COLORS SHALL BE ACCORDING TO C17Y OF E E . 7 1 1 BY C FORCES) �
RNERSIDE PUBLIC U77LITIES SPECIR 77ON D-11-005. HYDMQS WITH PRESSURE OVER 100 PSI SHALL. BE LEITERED FIRE HYDRANT LARELINQ - 9 1 m
A. CwD 5w"KID.m ON THE RR IN A L ,N VISI E OR SIDEF USE, AU TOPS D PS S T
LL BE WA SE CE
PAINTED GREEN N C (2000 GPM). ALL FIRE HYDWM SHALL BE - RREL" ALL BARRELS TO BE CHROME YELLOW, TOPS AND CAPS SHALL, BE 29 RP & AT TIME OF UETER 86TALLATION 2 EA. CM 616 (LANDSCAPE)
PAINTED ACCORDING TO THEIR RATED CAPACITIESIN ACCORDANCE
21 THE CONTRACTOR SHALL PROVIDE SUFRCIENT POTHOUNG TO IDENIIFY AUGNMENT OF EXISTING PIPELINE AT ALL WfTH RIVERSIDEPUBLIC U77LMES SPECIFICATIONS. 1 MRAU 4w 01P. 63 LF. CWD 040 GATE VALVE 2 WATER SE CE
SYSTEM CONNEC N MUM 2, PRIOR TO START OF CONSTRUC77ON ex4o RMUCER I EA
EN P
H AT TE NN Y C - GR TOPS AND PS ( 000 GPM OR GREATER) 2� 7 IVICINITY MAP
24® THE CONTRACTOR SHAL VERIFY DE CO ECT7ONS B OUNG, PRIOR TO START OF CONSTRUCTION 1 2
OF NEW WA T MATCH F (STING IN. CLASS A � TORS (1000-1999 ) �Ail
CLASS B - ORANGE TOP (50®999 GP ) _.
Ax CLASS C - RED TOP (LESS A 500 M)
CRMO �.
- NE QTR REF ITE UA T
141k to 7WOT INTERSEC77ON INSTALL 1 , OF o L RPE FOR S 1 Ek WATERS77 COMPOUND
GENERAL NOTES AND REQUIREMENTS LCOUNTY SEM CW"M PM SM M 1 ®2 1
SERVICE
PWALL " TAP Q4TE VAVE 1 EA
1. MATERIALS, TING, AND 1NSPEanON OF� P SHALL E IN D HED®H D
CONFOR H E REQUIRE TS OF` RtvERsoE COU , E AMERICAN RI R 12" X12" " TAP TEE ON EXSTING UNE I EA
WATER WORKS ASSOCIATION (A ), AND DISTRICT STAN' RDS® , „ 1 ( C) 1 REDUCER
2. FAILURE TO ME ANY OF E REQUIREMENTSOF RIVERSIDE COUNTY, THE 1C, � lypm
(A FI A) SPECTIONS AND DISTRICT WILL E USE FOR REJECTION® - 36p tO1.5" 1 `
38 SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINE'S SFA 6$ ISO 1 ® 4 *NOTE-6 WATER IMPROVEMENTS ARE BONDEDTEST LEADS
CONFORM TO STATE HEALTH CODE STANDARDWiTH-
Lu 4 TRENCH REPAIR PER STANDARD 818. 2
C OF IDE LLE RE EC77VE
5.. GET AN ENCROACHMENT PERMIT FROM TRANSPORTATION. PERMIT NUMBER IS °
w ,... PAVE EENT MARKERS
cc 951) 955 -67906 '` ;fr � ,.,�r. �MRN4 "
S STATEMENT
JOINT UTILITY" (INtl JOI L
TREND CSG 7e 114 D 6° 11 PROP ®®TRENCIH -f CERTIFYDESIGNOF THE YSTEM IS IN
TYPm ACCORDANCE EUIJS PRESCRIBED OY THE
GRIMN RESIDENTIAL PROP. WATERT MAIN PROP. SEWER MAIN RNERSIDE COUNTY FIRE F ` NT
SIT
I 10 M LIN LN AVE. SUITE 1Dt .
PICAL SECT( LT TYPiCAL BLUE REFLECTIVELu
COROX4, CA 92882 PAVEMENT MARKER LOCATiON
951-547-3594 AMBERLEY CURT ® 56' RIW
T1=5o5, RIVERSIDE COUNTY` STD. Nm 1O N°7�Ss TUE DATE EC® 5 T.3S. R.6W
N. NOTE THIS SYSTEM SERVED BY 1400 ZONE.
SEAL,-ENGINEER MARK:BENCH mL B7
omm
2- FIRE HYDRANT LOCATION ONLY® C21 witCITY OF RIVERSIDE
ESS1 A , STAMPED AL 67 1971, SET IN TRACT 31199 IP 160053
�� SAY FTI
WATER DIVISION WA TER IMPROVEMENT PLANS V
6879 Airport Drive, 1versid CA 92504 N
gyp.
a �
Vap. � � Tei:( �-
NO
1) 688® 24 ra a 688-0599 D5- 1717 25 NN
h4- - K REVMONS APPR. DATE
Knmwhaftbolow. AV Oak-
SHEET 1 OF 2
RIVERSIDE Ct1 IRE DPT. CRATE
p
�.,. e � � APP OVED Y 4100
DIVISION OF FIRE PIs'OTECTION Cly CITY OF RIVERSIDE BUSINESS TAS ACCT 5 33 1 1 1 w� 1 1 MB : LCHECKED sr : G® VOID ONE YEAR FROM THIS DATE" SCALE., AS SHOWN J.N. 9113 CADME PG.95-4,95-6
U.\P-j-t&\&ffrm R d t \ r ajt m\WAXR 9113 WTOI.dwg
o9loq w
CONSTRUCVON NOTE: CITY FORCES INSTALLATIONS
REF. ITEM STANDARD REF ITEM Curve Table
1- m. LocArm PER mwmi cww sm. 76o cm wo INSTALL, 1 ' OF So 0.1. FOR SYSTEW CONNECTION
' . Leat ad 1t Chord Dir tlan h Length
ASSEMBLY_Z_'INSrALL STAN04RD FIRE HYDRANT CWD 700 INSTALL ' TAP GATE VALVE cl 147.00 392.00 21.49 N11* 14" 16"W 146-14
L 701
ffi t0 X Sm TAP TEE ON 007M LW
4 INSTALL So D.I.P. 0 SEF t
COUNTY
ST STANDARD. 411
7 1 1® - ' KFI 616
INSTALL 2' LANDSCAPE SOME LOCATION PER g E FY S . 700 f
9 INSTALL So RESMAIT WEDGE G47F VALVE cNV 5w
RP BACKFLOW, AT 71 1
INSTALL m t�P. CNV 040
rrc
,
0-1
.01
P
NUE ® 0,
SIEORA
20,
-
------------
PE-1015.9
PE=101
PE=1020.1
Ali,
k!f
10
f 7
STA. f 3,
«� ,
EXISTING 15
f MODEL--
VCP _
EXISTING F H. S-1813 , CLASS---
PER
AL UF.---
a _
LOT LINE' (TYR)
�. PE=1 3 .S PE=102 7.7
STA< t .77 PE=70 ,
` PE®f 039.4
` e
s.
; R PE-1 04'0,4 €
MODEL-__ �, - --
4 t ,
CAUTIONti STA. F€� 3. STA. 13+ 1. F S._ � T �
1STI 1 " A.C. WATER F e--_ E - E Es q 66
STA, 17-L A7
O T T VERIFY UFz A F _ �11 -%
SAP
L f # AT EL;_- MODEL-- STA. 13 99. . 15+44.37 '�
PRO T U I ii �- � CLASS---- � CSS.�__ c ��® - / a
t;
VALVEA F mr_.o VALVE A Fa---® 7 �A, 7�7�,
PER `
E , I 1� � � 7� 17-x- .77 ,
STA. 10-1-903.70 � � �# P. P � ST STA. 17+52.72 TA. 37+
7 � AIR V 1P 1 0 N
�, �, SEWER CROSSING
.40
1008.36 BOA'
8' WTR
t
a € A, 16+Z4.7112. TOP ' SWR
s 4
. ST 17-x . 9
9 339
,•.
1
,
-:
v 12
STA 17+12j,5
AMBERLEY COURT
EXISTING 12
` , ® PER E
AC WATER LINE _ e � S IMP. PLAN
PER . f a 1 7. R1w SEE DETAIL A
�NO. 67-D52465-2 STA. 10+13.0 . t i �� �C� IP 160053 1 " TDRAIN
N
ST. AND SD. 1 P,
EXISTING � TEMP. SAP TA. 11X47, 9 TA. � ° TET � PECTOR
BELOW RIGHT
IP 1
STA. 14+50.00 � P PRIVATE 1� ATE' LIE
SEWER LINE 98 RESILIENT LOCK SERE L 10
PER . STA® 10+09M
TSP® METER 1 EDGE A VAL. # ISALT3 ( ESS) PES 1 3. TRACT
1 A SER,
ST STA. 10+05,00,w 30 ANUF PRI ATE 4� BOUNDARY
Y
SEWER CROSSINGTLIRS���� � FIRST � CIF` PRIVATE '` SEWER LATERALS
1 .1 T WATER LINES E11 p (BY ERS)
ER TO E HARD
g
1020.84 TOP S R DRAWNCOPPER
STA. i0+M0
32
' TAP A A . CC
A UF,-
�o
TtIRSm 6
PE®1 Z ,; Rl AY PA
`; PR :
!
S . ST + , f hJ i� . . . . . . . . . .
PE=1040. PES 10375
PE=1 033.
� STA. 9961 CITRUS VIEWG&�4,P k 6 .�+ i
` STAm 9+98i2oo !
PRIVATE WATER LI E 1't �'� GUTTERCURB AND .,. - - ...�,,.®..- ,
1 " 1 " 33
Z 4A ( �
.
TEE
T 15
s ,,
BOUNDARY
CT
PE-1040.7
1
4
tA, -
60 DECOMPOSED G:.'
ANffE
LAJTER WATER METER BOX
LATERAL
WATER
� g��a FIRST
g� �^
cr_ 9' 20" H�,g METER TO
PL
E9'7� r 7 b,6 '
D COPPER
Z3 41
Uzi
q
N.Ts.
` 160 NOTE THIS SYSTEM SERVED BY 1400 ZOt4E.
a
SCALE 1 f ' SEAL-ENGINEER
BENCH
moms
7
CITY OF RIVERSIDE TRACT 31199 IP 160053
APPRO ED ® 7 1971, I
HYDRANTFIRE T L A POST. IUTILITIES
. ° 1 PLANSDRAWING NO.
JC s +6 7 Airport Drive, i rsi e, A 92504
. 75731 ` el:(9 1) 688_02 xa( 688-0599
K R NS A SHEET OF
C) CL RIVERSIDE COUNTY PERE DPT ELATE Y�� � PR03 E� Y _ _
Q_ IIS P EIDE PP TICall be%m yw C17Y OF RIVERSIDE BUSINESS TAX ®.- DATE.- 4 w n L D - VOID ONE YEAR FROM 7MS DATE SCALE. AS SHOWN J.N. 9113 CADME PG:9 4',9 7
e\ rjcts\ rifyn identiaSl1 1 3\ i # E4f \WATE '\ 1 1 02.
9044- Y