966g_wtGENERAL NOTE FOR WATER PIPELINES
I� WATFR SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED Ry THE DFVF-LOPFFI FOR DEDICAFION TO HOME
GARDENS COUNTY WATER DISTRICT (HGCWD CONSTPUCTION, MATERIALS, TESTINr,, DISINFECTION AND
INSPECTION SHALL COMPLY WITH THE CITY OF RIVERSIDE PUBLIC UTILITIES DFFARTMEN-l" (f?,PUI), WATER DIVISION
S7ANDARD SPFCIFICATION NO.205 FOR WATER DISTRIRLITION SYSTEM. THE INS7ALiATION SHALL MFE7 OR EXCELD
THE RE'QUIRE.-MENTS OF ALL PUB11C AGENCIES HAVING JURISDICTION AND THE AMERICAN WATFR WORKS
ASSOCIATION (A,WW.A.) STANDARDS, FAILORE TO MFFT THE -SE REQUIREMFNTS WILL BF CAUSE FOR REJFCTION,
2. CONSTRUCTION OF TlqF WATER SYSTEM IMPROVEMFAITS SHALL NOT COMMENCE UN71L THE OE.VELOPER'S
ENGINEER HAS CFR-FIFIFD PIAT AU STRFETS ARE, CONSTRUCTED TO 0.2'OF SUB-43RADE, WATFP PIPELINE'S
SHALL BE ftSTALIED AFTER CONS7RUCTION OF CURB & GUT7ER, SEWER, STORM DRAIN, AND PRIOR 10 lHE
PLACFMF--NT Or CROSS- �GUTTERS, SPANDRE-LS, AND PAVING. CONTACT UNDERGROUND SERVICF ALER7 811 PRIOR
TO ANY EXCAVATION,
3, ANY REWSION FO THESE DRAWINGS MUST BE APPROVED IN WRITING BY HGCWD, CONTACT
UNDFRGROUND SERVICE ALER7 811 PRIOR TO ANY EXCAVARON-
4- PIPE" FM-INGS, VALDES AND APPURTENANCES SHALi, BE OF" THE P!PE PRESSURE CLA.SS (NOT WWR
CLASS) SHOWN ON THE PROFILE OF THESE PLANS, (NOTF: CAST IRON FITTINGS ARE NOT ALLOWED,�
5 FINISH GRADE COVER OVER PIPE SHALL BE MINIMUM 36 INCHES FOR PIPELINES LESS rHAN 12 INCHES
IN DIAMETER AND MINIMUM 48 INCHES FOR PIPELINES 17AND GREATER IN DIAMETLIS, WHEN THE' WATER
PIPELINE FNCOUNTERS AN OBSTRUCTION & GROSSING ONER THE OBSTRUCRON WILL RESULT IN IESS THAN
MINIMUM COVER, THE WATE-R PIPELINE SHALL CROSS UNDFA' THE ORSTRUC710N (MINIMUM 1,12"CLEARANCE), ADD
COVER 0VR? PIPE AT INTERIM GRADE PRIOR TO FINAI GRAVING & ASPHALT PLACEMFNT, MINIMUM 30"OF
COVER SHALI BE MAINTAINED AT ALL TIMES DURINC CONSTRUCTION OF .13,17 IMPRODEUFN7S. Dl----PTH GREATITR
THAN 6'REQUIRES PRIOR APPROVAL BY HGCWD.
& CONTRACTOR SHALL PROVIDE' TRENCH PROTECTION AND CONDUCT ALI. CONSTRUCTION IN ACCORDANCE,
W17H CAL-091A REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATION OF EXISTING UNDERGROUND
FACILITIES PRIOR TO TRENCHING, OPEN TRFNCH AT ANY' ONE TIME SHALL RE LIMITED TO 500' ALONG ROAD
RIGHT OF WAY AND SHALL BE RACKFIL11D AND C'OMPAC7ED AT THE CONCLUSION OF EACH OAY CONTACT
UNDERGROUND SERVICE ALERT 81 � PRIOR TO ANY EXCAVATION,
7, PIPE' SHALL BE HANDLED SO AS TO I!!1ROTEC7 PIPE AT ALL FIME-3 AND SHAIL BE CAREFULCY REDDED To,
PROVIDE CONTINUOUS BEARING AND TO PREVENT UNEVEN SE7TLEVENT. PIPE SHALL BE PROTFC71D AGAINST
FLOTATION Al At L TIMES. OPEN FNDS SH&L BE SEAtED AT ALL rIMES WHEN CONSTRUCTION Is NOT IN
PROGRESS.
8, PIPE JOINTS SHALL NOT BE DEFLFCTFD AT ANY ANGLE GREAFER THAN THE MAXIMUM ANGLE
RF-COMMENDED BY THE PIPE MANUFACTURER, ALL WE10ED JOINTS SHALL RE DOUBLE PASS MINIMUM.
9� TARS ON P/PEUNE SHALL BE INS7ALLED PEP DISTRICT STANDARDS AND AS APPROVED iN THE FIELD BY
HGCWD INSPECTOR. CONNECTIONS TO EXISTING I IGCWD PIPE I INES SHAIL NOT BE ACCOMPLISHED LINLFSS
HGCWD'S INSPE.C7OR IS PRESFNT HGGWD MAY ELECT R) MAKE THE CONNECTION. CONTRACTOR SHALL FIFLD
VFRID' ROTH HORIZONTAL AND VERTICAI LOCA71ONS OF EXISTiNG WATFR PIPELINFS PRIOR 10 CONSIRUCTION.
10� PJACKFILL. SHALL BE" COMFACTED 7-0 EITHFR 90Z RELATIVE DENS17Y OR IN ACCORDANCE WITH THF
REQUIREMENTS Of IHE AGENCY HAVINC JORISDICTION, WHI(,'HFVE-R IS MORE STRINGENT
11, TEST PRESSURF SHALL BE IN ACCORDANCE WITH AWWA STANDARDS C604 AND C605 FOR STEEL AND PVC
AND SHAIL BE UNDER CONTINUOUS INSPFCTION, DISINFFC710N SHALL COMPLY WITH AWWA 651
12. SURFACE IMPROVEMFNTS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERACONS SHALL BF
RECONS7RUCTED BY THE- CONTRACTOR TO THE REQUIREMENTS OF FHE AGENCY HAVING P)RISDICTION,
13, FIRE HYDRANTS AND AIR VALVES SHALL RE LOCATF-D PER AGENCY 14AVING JURISDICTION.
14. WA7FR METERS SHALL BE LOCATFD PER PLAN, ANY PFLOCATION SHALL BE APPROVED By
HGCWD, A "W'SHALL BE IMPRINTFE) ON CURR FACE AT E-ACH SERVICT IATERAI (MEFF-R) LOCATION
15. CONTRACTOR SHALL PLACE LOCATOR WIRF PER APPROVED MATERIAl S 167 AND WMWD STI) OWG� W--0720
WITH ALL C-900 PVC PIPF TO ASSIST WITH FUTURF LOCAVON, SIGNAI, CONIINUITY SHALL 6F V17-RIFIE0 AFIER
BACKFILL,
16, THE DEVELOPER SHALL PROVIDE ONE SET OF f`R1NT,., SHOWING ALL "AS -BUIL 7 CONDOIONS INCLUDING
THE STATIONING Of SERVICE' LATFRAL CONNECTIONS ANO PAD ELEVATIONS AS A CONDITION OF FINAL APPROVAL,
IF THE CONTRACTOR IS ADVISED THAT THE WORR ON THIS PROJFrT MAY INVOLVL WORKIN6' IN A CONFINED
AIR SPACE CONTRACTOR SHALL 81n. RESPONSIBLE FOR COMPLIANCE WiTH 'CONFINED AIR
SPACE"ARTI("LE 108, CALIFORNIA CODE O� RFGULATIONS.
18, ALL PIPF LARGIER THAN 12'IN DIAMEFER SklAli BE IN-SPESTED BY VIDEO CAMERA PRIOR To HYDROSTATIC
TES77NG.
19, ALL FIVE HYDRANTS SHALL BE COLOR CODED ACCORDING TO THE HYDPANT'S F10AIRATE Af A RESIDUAL
PRESSURE OF 20 PSI. ALL BARRELS SHALL BE SAFF-TY YELIOW CAP AND TOP COLORS SHALL BE ACCORDING
TO AGI-NCY OF JURISDICTION: HYDRANTS WITH PRESSURE OVER 100 PSf SHALL BE LE-TTERLD `H,P'0N THE
RARRE1. IN A O)CATION VISIRLE TO THE STREET OR SIDE' OF USE ALI FIRE HYDRAN7S SHALL
BE "WET -BARREL", SE-F FIRE HYDRANT LARELING NOTE 13FLOW FOR COLOR,
20. CONTRACTOR SHALL WARRANTY' ALL WORK FOR 72 MONTHS AFTEP DATE OF NOTICE OF COMPLEPON,
21� MODEL HOME 1ANDSCAPING WILL, COMPLY W17H ffGClVD'S GUIDELINES, MWD'S PLAN FOR WAFFR USE
GUIDFLINES AND 7HE CITY' OR COUNTY'S ORDINANCE GUIDELINFS FOR WATER CONSERVATION.
.22. CONTRACTOR SHALL CAIL FOR INSPE(7119N WHFN NFFDFD --48 HOURS MINIMUM ADVANCED NOTIFICATION
PRIOR FO INSPECTION ANDIOR TESTING.
PERMIT NOTE:
IT SHALL BE THE RESPONSIBILITY OF THf DEVELOPERIOWNER OR CONTRACTOR TV APPLY 7-0 THE RIVERSIDE
COUNTY TRANSPOR7APON DE.-PARTMFNT PERMIT SECT10k, FOR AN LNCROACHMENT PFRMIT FOR ALL WORK
PERFORM0 WITHIN PUBLIC RIGHT OF WAY, DEDICATE"D AND ACCEPTED FOR 1"UBLIC (ISE, ANo TO BE
RESPONSIRLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENT41 RFGULA77ONS DURING THE
LIFE OF CONSTRUC770N ACTIVITIFS FOR THIS PROJECI, ADDITIONAL STUDIES ANDIOR PERMITS, MAY BF
REOUIRED,
UNDERGROUND STRUCTURES
17
ALL UNDFRCROUND LITIL CES OR 3TRUCTURFS REPORTED BY THF OWNFR OR OTHFRS AND THOSE SHOWN ON
THE RECORDS FXAMINED AR� INISICA717D WITH THEIR APPROXIMATE LOCATION AND EXTENT.
C) THE' OWNER BY ACCFPTING THESE PIANS FOR PROCEFDING WIP-1 IMPROVEMENTS PURSUANT THERFTO AGREES
F0 ASSUME LIABILITY AND TO HOLD UNDEA".3IGNED HARML.FSS FnR ANY DAMAGFS RFSULTING FROM THE
FXISTENCE OF UNDERGROUND UTILITIE'S OR STRUCTURES N07 IFEPORTED TO THE UNDFRSIGNED;NOT INDICATED
ON FHE PUB11C RFCORDS f)(AMINED" LO(.A7FD AT VARIANCE WITH THAT RrPORTE-D OR SHOWN ON RECORDS
cj�: EXAMINED.
kA THE CONTRACTOR IS REQUIRFD TO TAK17 DOE PRECAUTIONARY MEASURES, io PRn7'E-(-,,T THE UTILITIES OR
STRUCTURES, SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT rHF SITE /T SHAIL RE THE
CONTRACTORS RESPONSIBILITY TO NOT10' THE OWNERS OF THF UTILITIES OR STRUCTURFS CONCERNED
BETORF STAR77NG WnRK.
FIRE HYDRANT' LABELING NOTE.
ALL. BARRELS 10 BE CHROME YELLOW, TOP5 AND C'APS SHAII BF
PAINTED ACCORDING TO THEIR RATED ,-,AF`ACl"FlFS:
Lo
CIASS AA LIGHT BLUE (1500 GPM OR rRFATER)
Cl ASS A GREEN (1000-1499 GP&t)
_J CLASS B ORANGE (500-999 CPA,�)
CLASS C RED (LESS THAN 500 GPM)
ALL PIPE /OIN7S SHAIL BE RFSTRAINED PER SECTION 8 OF WMWD'S DEOFLOPFA' HANDBOOK
APPROVED DEVICES LIST
�- RE
Lij
0.-
MARK REVI
Underground Service Alerf
"Qc
- C TOLL FREE DESIGNED
oll.
(j)
Ll
1-800 AAAwN By.
a_- 1:J 227-2600
CHECKED
TWO WORKING, D0rS BEFORE 'YOU DI(l-',
GENERAL NOTE FOR SEWER PIPELINES
SEWER& WATER IMPROVEMENT PLAN I SEWER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCT77D BY THE
DEVELOPFR ACCORDING TO THESE PLANS CONSISTE-NT WITH ALL HOME'
ARDENS SANCARY DISTRICT (HCSD) STANDARDS AND SPECIFICATIONS. ALL.
SFWFR IMPROVEMENTS WITHIN TRACT 37169 SHALt BE PRIVAIELY OWNED,
E'. 10 N U I Ez 0 OPFRATED AND MAINTAINED BY THE DEVFL.OPFR, THAI POR710N OF THF
3 4 8 5 1 A A V
13 9
SFWFR IMPROVEMFNTc) SHOWN ON THESF PIANS IN MAGNOLIA AVENUE
FROM M,H. 1 1 AT SDITION 43+92,52 (MAGNOLIA AVENUE) -ro n-lE FIRST
r� L;"L) ]LUE, CAILIFORNIA PROPOSED UPSTREAM CLFANOUT LOCATED IN MAGNOLIA AVENUE RIGHT OF
IN TH N T Y F 11 r "6 1 V ER S "r "A WAY �HALL BF OWNED OPERATE0 AND MAINTAINFI) PY HGISD
Tlff 2 2� CnNSTRUCTION OF THE SFIVER SYSTEM IMPROVFMENTS S14ALL NOT
R`A(;�T NO. 37169 COMMENCF UNTIL A FINAL MAP HAS BEEN RF(,'0RDED BY RIVERSIDE
f"m WWI 01111mm, MR, ON an X�� low~ womm awlalm valmos Awayant lilwavro amola
IffiRl"M WeAMIM Iffill"a-0 =190110 ow9m, lowallmll owww" 49.111mlyll Ifill-MIll COUNTY' AND THE DFVELOPER'S ENGINEER HAS CER71FIED FHAT ALL
STREFTS ARE CONSTRUCTED TO 0,2'OF S1,113-GRADE CONIAC7
SE 'A
UNDFRGROUND RVICE ALEPT 811 PRIOR TO ANY FX(, � VATION,
UNIT 55 UNIT 50 UNIT 49 UNIT 32 UNIT 31 UNIT 15 1 UNIT 12 UNIT I I
5 CONTRACrOR SHALL PROVIDE TRENCH PROFECTION AND CONDUCT ALL
-6" V(S` SWR UNE 8
'R'Lv
&)N6iLICTION IN ACCORDANCE WITH CAL -OSHA REnUIREMENTS AND SHALL
EP
UNIT 48 DE7 MINE DFPIH AND LOCATION OF EXISTING UNDFRGROUND FACILITIE1.
6- PVC WFR LINF 6 PVC W17F LIVE UNIT 30
UNIT 33 UNIT 10 PRIOR 70 TP�NCHING. OPEN TRENCH AT ANY ONF TIME SHALL BE LIMITED
UN/T 56 UNIT 5 1 6- VCP SWR LINE E 6" VCP SWR LINE G- UNIT 16 UNIT 13 70 500'ALSONG ROAD RIGHT-OF-WAY AND SHAU HE RACKFILLED AND
PRIVATE PRIVATE COMPAC7ED AT THE CONCLUSION OF EA(.H DAY, CONTACT UNDFRGROUND
ALF -X(' VATION,
"'As ow
I SFRVICE -RT 811 PRIOR TO ANY E
Ak
UNIT 57 UNIT 52 UNIT' 47 UNIT 34 UNIT 29 UNIT 9 4� PIPF SHALL BE HANDLED SO AS TO PROTFCT PIPE AT ALL, TIMES
UNIT' 17 UNIT 14 ---6" PVC W7R LINF 7`1 ILt
AND SHAI L BF CARE -Y BEDDED 70 PROVIDE' CONTINUOUS BE4RING AND
TO PREVENT UNFVEN SETTLEMENT PIPE SHALL BE PROTECTED AGAINST
FLODITION AT ALL TIMES. OPEN ENDS OF INSTALLED SEWER PIPE SHALL
UNIT 53 UNrr 46 13F SEALED AT AIL TIMES WHEN CONSTROCTION IS NOT /N PROGRFSS.
UNIT 35 UNIT 28 UNIT 8
UNIT 58
Z) 6" VCP SWR LINE ki
PRIVATE 5� PIPE JOINTS SHAIL NOT RE DEFLFCTEL) AT ANY ANGLE GREATER
----------- --- Q ITIAN THE MAXIMUM ANGLE RECOMM17NDED BY 7HF" PIP17 MANUFACTURER,
UNIT 54 UNIT 7 6, CONNEC77ONS Tn EXISTING HGSD SEWER PIFIFLINES SHALL NOT BE
uNrT 59 8' VrF' SWR UNE A UNIT 45 UNIT 36 UNIT 27 ACCOMPLISHED UNLESS HGSD'S INSPECTOR IS PRESENT. HGS'D MAY E-LECT
TO MAkE' THE CONNFCTION AT THE DEVELOPER'S EXPENSE, CONTRACTOR
-,-,PFSVATE-- ........................................................ �"--6" PVC WTIF LINE
SHALL FIELD VERIFY B07H HORIZONTAL AND VERTICAL LOCATIONS OF
. ..... . . �;;:: IT -ION,
UNIT 6 FXC37ING rEWFR PIPFUNES PRIOR TO CONS 11A--1
RACKFILL SHAIL BE COMPACTED TO FITHFR 90% RELATIVE DLNSITY
8" VCP SWR LINE tj 7
-NTS OF THE AGENCY HAVING
tf
WT III L4 OR IN AC ORDANCE WITH THE REQUIREME
ET
STRE� — ------ �AJRISDIC )N, WHICHEVER IS MORE STHINGENT,
8 V
�wl 8 SEWER LATERALS SHALI RE 4" PLOC' LINLEss OTHFRWISE INDICATED,
jp
. . ... . . . ............. WTIE LINE EXACT LOCA71ONS' OF WKES, AND LATERALS SHALI RE EsIABI. ISHEV IN THE
1111-8", Pvc T *8" 8" PVC
WTR, LINE' STREE 13- VCP SWR I INF I
CN PORTION Tn BE FIELD PRIOR TO INS7AILATION. AN "S" SHALL RE IMPRINTFI) ON THE CURB
UNIT 18 MAINTAINED BY HGS0
3 -F
Ul SHALL BE INSFAILED AT THE END OF
FACY AT FACH SERVICE LATERAL 10CAPON ANO A Ff 1 ROD OR STAKE
UNIT 5
LZ
FACH SFKIFR LA7FRAL TO ASSIST IN LOCATING AT A 1,ATtR DATE
U) UNIT 19 UNn 4 9, A 2" WIDE METALLIC LOCATOR TAPE SHALL RE PLACFD WITH EACH
6" VCP S, VR LIVE UNIT 44 UNIT 37 UNIT 26 s
D "-8" PVC WTIE LINE EWER AND SERVICE LATFRAL TO ASSIST WITH n.ITUf?E LOCAPON. TAPE
PRIVATF 8' VCP SWR LINE C, SHALL BE PLACED AT LEAS7 6"ABOVE THE PIPE BUT NnT DFLPER
PRIVATF
THAN 4'FROM THE PROPOSED FINISHED GRADE
CQURT_ UN7 25 UNrr 20 10, ALL SEWERS SHALL BE CLEANED, AIR TE 'TFD AND VIDED INSPECTED
uNrr 4,3 UNIT' 38 UNIT 3
PRIOR 1-0 ACCI.-PTANCE BY HGSEL
--- ---------
6" PVC WTIE LINE
8" PVC WTR. LINE
I I SURFACE IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S
6" PVC` WTR, LINE SHAL.L. BE RECONSTRUCTED BY THE enNTRACTOR TO THE
0 01�11TRATION,�3
Z� UNIT 42 UNIT J9 IJNff' 24 UNIT 21 UNIT 2
RE001RFMFNTS OF THF AGFNCY (CIT'Y' OR COUNT)") HAVING dURI-S"DICTION.
LZ
12, THE DEVEI OPER SHALI PROVIDE ONF SET OF PRINTC," SHOWING All
`OS- BUILT" CONDITIONS INCLUDING THE STATIONING OF SEWER LATERAL
ff
UNIT 40 UNrT 23 UNIT 22
-SE DRAWINGS MUST RF APPROV[D IN WlD71NG
UNIT 41 CONNFCTIONS AND PAD ELEVATIONS, AS A CONDITION OF FINAL APPROVAL,
uNrr 1
6" VCP SWR UNE F-,
PI?lVA7E
13, ANY RMSION To THF
0
WATER CONSTRUCTION NOTES & QUAN77TY ESTIMATE
Ci� iNSTALL 6- PVC WATFR HNF A,WW.A. C--q00 Cl 235
-)
C2
INSTALL
8" PVC WATFR LINE A.WWA, C-900 Cl 2,35
30
INSFALI
8"XI37xf," REDUrING TEE &, RFSTRAIN All JOINT!;
0
INSTALL
8' A 6' REDUCER & RFSTRAIN A! I 0NTS
INSTALL
C-90' BEND & RESTRAIN ALL 10INTs
CONSTRUCT WATFR CONCRETE FN(ASFMFNT PFR RIVERSIDE CIIY STFIL DWG. CWD-023 (TYPF q)
IN57AL.1,
4 8LOW-OFF A,3-SF"M8l Y PFR WFSTFRN MUNICIPAL WATER DISTRICT STD, DWG. W-0214
0
INSTALI
I WATER SERVIC"F WITH 314" MFTFR PT"R RIVFRSlr,)E C17-Y' STD. DWG. CWE) f500
INSTALI
2' WATFR SERVICE WITH 1-1/2' ME -TER PFR RIVERSIDE CITY ST-0. DWG. CWD--601
100
IN!,3rAl, L
6" RESILIENT WFDGE (3ATF VAII/F PFR RIVERSIDE CRY STD, DWC, CWD-50c) & CWD-515
cl );
INS lAI, 1
8 ' RESILIENT WEDGE GATE VALVE PER RIVFIS31DE CITY STD. DWG, CWD-500 & CWD-515
0
INSTALL
8" TEE & RFSTRAIN AL.1- 10/NTS
cl ID
INSTALL
STANEIARD FIRF HYDRANT ASSEMBLY' PER MODIFIED RlVFfS3lDF C17Y STD, DWG, CWD 700
AND GUARD POST PFR DEIAll. ON SHEE-7 4
S
INSTALL
BEND & RESIRAINFD All JO/NFS
105
INSTALL
127xl2"x8" REDUCING TEE & RFSTRAIN ALL 0INTS
TO
INSTALL
LANDSCAPE PJACKFLOW PRLVFNFEP PFF? RIVERSIDF CIrY STR OWG, CWD-616---1
107
IN37ALL
12' RFSILIENT WEDGF GATE VALVE FATR RlVFlC3lDF CITY' STD, DWG, CWD--500 & CWD--515
108
INSTALL
PLUF RFFlFCTlVF PAVFMFNT MARKFR PFR RIVERSIDE CfTY 37D. DWG, CWD-700
05
INSTAU
8'--45' VFRTI('At, BENO & RESTRAIN ALL JOINTS
NOTICE TO CONTRACTORS
CONIRACTOR AGREES THAT' HE SHALL ASSUMF SOLE AND COMPLETE RFSPONSIBILITY FOR THE dOR SIFE
CONDITIONS DURING THE COURSE OF CONS7RUCTION OF THIS PR0JFI,`T INCLUDING SAFFlY OF ALL
PERSONS AND PROPERT)� THAT THIS REQUIRFMENT SHALL. APPLY CONiINUOUSLY AND N()T BE LIMITED TO
NORMAL WORR HOURS� AND THA7 THE CONTRACIOP SHALL DEFEND, INDEMNID' AND HOLD THE OWNER AND
ENGINEER HARMLESS FROM ANY AND ALI LIABILITY, REAL OR AI,LF(,ED IN CONNEc-770N 147TI-1 THE
PERFORMANCE OF' WORK ON FH/S PR(XIEST, FXCFPFING FOR LIABIL17Y ARISING FROM THE SOLE NECLIGENCE
OF THF OWNFIF OR FVIGINEER,
ITIE EXISTENCE & LOCATION OF ANY UNDERGRSIOND UTII ITIES OR STRUCFURF's SHOWN ON THESE PLANS
ARE OB7AINFD BY A DILIGENT SEARCH Of AVAILABLE RECORDS, THE CONTRACTOR IS REQUIRED TO TAKE
ALL PRECAUTIONARY MEASUPES TO PROTEC7 THE UTILITIES & ANY OTHER LINE!3 OR STRUCTURES NOT
SHOWN ON THESE PLANS & RESPONSIBLE FOR THE PROTFCTION OF & ANY DAMAGE TO 714ESE LINES
OR STRUCTURES, THE CONTRACTOR SHALL VERIF), THE LOCATION, DIM!"NSION & CONDIFIGN OF ALL UTILITIES
& SHALL REPORT ANY DISCREPANCIES TO THE CIVIL FNGINFER PRIOR M THE COMMENCt'.'MENT OF WORK.
8 75 L. f7,
B55 L. F
4 EA�
2 EA,
2 EA
75 L�F
6 EA
65 EA.
2 EA,
17 EA�
20 EA,
2 EA �
5 EA,
4 EA,
1 EA,
I FA�
2 FA,
5 EA
4 EA,
BY HGSO,
a 7? SHAL.L. INSTAIL. BACKWATER VALVES, WkIFRE
14, THE DEVELOPS,
REQUIRED, PER THE CURRENT ED17-ION OF THE UNIFORM PLUMBING CODE'
-R HGSD�S STANDARDS,
-.AYE AND PE
0 15. THF CONTRACMR IS ADVISED THAT THE WORK ON THIS PROJECT MAY,
INVOLI/F WORKING IN A CONF7NED AIR SPACE. CONTRACTOR SHALL BE
RFSPONSIRLE FnR COMPLIANCE WITH "CONFINED AIR SPACE" ARTICLE 108,
TITLE 8 CALIFORNIA ADMINISTRATIViF CODE OF REGULATIONS,
15� PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL POTHOLE ALL
0 40 120 UTILITY CROSSINGS AND CONNEC77ONS AND VERIFY THF LOCATION AND
t7 11
6F�2-17- 90, b-LEVAT0N OF ALL UTILITIES AFFECTED, THE ENGINEER SHALL 8, NO FIS)
20 80 160 OF ANY DISCRFFANCIFS BEFORF CONSTRUCTION BEGINS,
SCALE',- 1 40" 16 CONTRACTOR SHALL WARRANTY ALL WORK FOR 12 MONTHS AFTER
DAFF Of FINAI, INSPFC710N.
SEWER CONSTRUCTION NOTES & QUANTITY ESTIMATE 17, CONTRACTOR SHALL, CALL. FOR INSPFCTION WHEN
. ............... NFEDED 48 HOURS MINIMUM AOVANCEO NOTIFIGATION PRIOR TO
Cl) /NS7AI-L 8" VC,P, SEWER LINE 490 L-F, INSPFUTION ANQ10R TES71NG.
02 INSTALL 6" VC,P. SEWER LINE 1, 1,30 L.F
03 INSTALL. 4" VC.P, SEWER LATERAL PLR RIVERSIDE COUNTY STD, DWG 600 818 L.F.
40 INSTAIL SEWER CLFANOUT PER RIVERSIDE' COUN7Y STD, 0WG, 603 75 FA,
50 CONSTRUCT CONCRETE SE-WER ENCASEMENT PER RIVERSIDE CITY STD, DWG, CWD-023 (PYTIE 8) 280 L-F
0 CONSTRUCT SLWER MANHOLE PFR RIVERSIDE COUNlY STD, DWG, 607 9 FA,
THE QUANTITIES SHOWN HEREON ARE FOR BONDING INFORMATION ONLY, THE CONTRACTOR
IS 70 CONSTRUCT PROJECT PER THFSF PLANS AND SUBMIT CONSTRUCTION BID RACED ON
THEIR OWN QUANTITY '1AKE-OFF",
PRIVATE ENGINEER'S CERTIFICATION TO FIRE 2E
I CERTIFY THAT THE DESIGN OF THIS WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMFNTS PRESCRIBED BY
THE RIVERSIDE COUN7Y FIPE DFFARTMENT, FIRE FLOW RFQUIRI-MENTS PER RIVERSIDE COUNTY FIRF DEPARTMENT
ARF., 1000 G.P.M. AT 20 P,,Ct FOR 2 HOUR DURATION,
MICHAEL-R. BRFNDEC.KL:' R, C, E 83363 FXP 03-31-19
7-3 -16'
DA TE
SHEET' INDEX
VICINITY MAP
SEC�28 T.3S. R.6W
%mmmium
PIANET HOME LIVING
1451 QUAIL STREE7, SUITE 204
NEWPORT BFACH, CA 92660
TEL: 949-547-2200
CONTACP PATRIC LYNAM
ENGINEER
ADKAN ENGINEERS
6820 AIRPORT DRIVE
RIVFRSIDE GA, 92504
TEL ' � (951)688--0241
FAX: (951)688 - 0599
CON7ACT., MICHAFL PRENDECKE
SOILS ENGINEER
LDGHTON AND ASSOCIATFS, WC.
IRVINE, CA, 92887
TEL., (94,9)477-0555
CONTACF- JASON D. HERTZBERG
SOURC17 OF FXISTING GROUND CONTOURS IS ADKAN ENGINEERS SITE
SURVEY�
LEGAL DESCRIPTION
A PORTION OF LOT 13, IN 8L OCK 58 OF THE LANDS OF THE
RIVERSIDE IAND AND IRRIGAVNG COMPAND IN THE COUNTY OF
RIVERSIDE, SPITE OF' CA11FORNIA, AS SHOWN BY MAP ON FILE IN
BOOK 1 PAGE SO OF MAPS, RECORDS OF SAN BERNARDINO
COUNTY, CALIfORNIA,
ASSESSOR'S PARCEL NUMBER
115 -300-047 & 11 15-300-049 & 115---300-052
UTILITIES
ELECTRIC SO, CAL, EDISON CO,
WA rER HOME GARDENS COUNTY WATFR DISTRICT
SEWER HOME GARDENS SAN17ARY DISTRICT
TF-L.FPHONE PACIFIC TELFPHONE
GA S SO, CAL. GAS COMPANY
T/77 E SHEET ........... ........ ....... ........
SEWER AND WA7ER IMPROVEMENT Pt.AN,,,-. ... ........ - ......
SEWER AND WATER IMPROVFMFNT PIAN (rONT.) & DE-FA1L-...,..-..3
LEGEND
ITEM EXISTING PROPOSED ITEM EXISTING PROPOSED
BLOW -OFF TRACT BOUNDARY
ELBOW RIGHT OF' WAY
FIRF HYDRANT xo__,o CONC. FNCASEMENT
MANHOLE W1 MANWAY WATER LINE W-- --w—
SEWER 1. INE
TEE I " WATER SERVICE
GATE VALVE
2" WATER SERVICE
REDUCER POT HOLE OP
6L UE REFLECTIVE
PAVFMFN7- MARKFRS
NOT COUNTY MAINTAINED ROAD
cc)
MA TCH LINE SEE SHEET 3
— — - ----------- __
----- -------
--------- — ------- -
— ----- -- - -- - ----------------------- -
WATER DATA TA13LE
27' 27' f
F0
P,
14 14, UNIT 8
14'' 14' UNIT 28
-4- uNrr 513 UNIT 46 27 One # Length Directior?
UNIT 58
FF=613.37 4 1*,' fT=68.97
UN" "5
FF 66.87 FF=66.87 FT=67.77 FF=67.77 4 - -
PF=67 7 PF-=68.3 L 1 63,27 N55' 39' 46.00"f-
PE=66.2 PE-- 6 7. 1
PE=6&2 -.0Z PE=67,1 —0.3
'0
�q,
C )7j",
1. 1? 59,24 N55' 39' 46,007F
C2 CV
------------ -- - ---- - -------------------- 8_
---------- ------------------- -- --- - --------
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EXIST SCE XIST TFIFPHONF ONE
UNIT 45 OVERHEAa- UNIT 27
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UNIT 59 PE'--67.0 UNIT 7
Ell PF=-67.0 PE=67.6 2
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6
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4 INV 660,18' 18 L
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662,95 B
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4" 10
LII 40�59 N34' 20' 52,64"W
_w EXISTING 8 0 V.C.P SEWER
FTF)9�43 SIT
STREET 659�80 TOP 8" SWP CONTRACTOR TO VERIFY
L27
6569! TOP 24' S to,
r, 6 , M LOCATION, ELEVATION AND
IMP, PER ..... .. INV P L 12 25� 72 N23' 04' 44,00V
1,29 1 _4 THOLE ALL POTENTIAL
121 PO
d9 7
1L. -- �smEET UTILITY CONFLICTS PRIOR
12 PRECISE
A
NV
`�T 9 4 9 45 L 13 30,12 N,34' 19' 44.02"91
5 A
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_j \j
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BY HGSD V 667
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PROP
N
660,26 TOP 8 5, WIT
SO PF,
AN \S7RFET C SIA. 9+85,50
IMF' PL
6 i18 9Z8,3 N34' 19' 44_37"W
_�_63_3_7BOT 8__WTR'
V
660,10 TOP 8" SWR UN/T 5
EFT "C' STA, 9+85,50 FF=68.87 1119 43,26 N34' 19' 43,20 W
C3
J!
&2i� RIM 666�51 UNIT 18
PE=68.2
UNIT 60 \\0,5% 1-20 74�29 N45' 34' 44�00V
UNIT 61 0 2 777 14N INV 659,38 FF--68.87
.4,1
F-T-67.87
UNIT 61-7
j INVI
rL_
FT=6& 77 FF=6767 PF=68.2 L21 19,88 N34* 20' 13,09V
PF=67,2 - ---- ------
PE=6 .0
_ET -'E-_,jj74.
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L23 218,00 N55' 39' 40,60"E
24' SID, UNIT 37 UNIT 4
A UNIT 26 UNIT 19 C
3E WATER XING DETAIL ON SH 4 FF=68.97
FF=6Z87 FF=67.87
4--
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07
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d 555' 3 55,53 "F
1.39 176,70
UNIT' 44 PE=67.2 27 2'
PE=67.2
PE=68.3
34.22 "KI
T� 13 6'
4 FF=67.27
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--- -----------
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- - - -------
------ D COURI SIN 1011 jQL
3
5
S 94 18
I d
GRANT ST S7A� 15+00.94 GRANT ST S7A, 11+33.00
660-72 ALL WORK IN PUBLIC R�W _7_62,55BOT 8" �M P EXIST
660�85 BOT 8" WTR EYIST, GAS LINE \--REQUIRES ENCROACHME T PERMIT-
657 7� TOP 8' SWR 658,28 TOP 72" SD _RS 658,84 70P R" SWR -TRAFFIC SIGNAL
WITH COU N7 Y OF RIL/E SIDE HANDHOLE
-1,71KI-S'll 8' SEWER /--F)A37 8" WATER
EXIST,
STPF I'T I IGHT �----EXIST EP 07
7 ------- - -- ----
........................... ............. . .. ........ . . . .... - — - - -------------
EXISTING 8" WA \ \1
CAUT'O" sl N7 ST STA lj,��!�.00,
TER MAIN CAUTION 11
ALI
CUT IN TfT' INST 1,5
EXISTING 12" WATER MAI )T IN TEE" & INSTALL,
0- CONTRACTOR TO VERIFY 0
LOCATION, ELEVATION AND (31) RW GATF VALVES CONTRACTOR TO VERIFY (3) R,W, CATE VALDES
POTHOLE AU POTENTIAL LOCATION, ELEVATION AND EXIST. FIRE
UTIUTY CONFLIC7S PRIOR POTHOLE ALL POTENTIAL HYDRANT
TO CONSTRUCTION UTILITY CONFUCTS PRIOR
%* TO CONSTRUCTION
WATER CONSTRUCTION NOTES:
�3 0 20 60
INSTALL 6" PVC WA7ER LINE' A.W,W-A- C -900 CL 235 INSTALL 8" RFSILIFNT WFDOE GA7F VA1,V1_ PFR RIVER530F CIT)' 37D, DW(,-,'
0 107 Fiff'Fiz", __52/i SEWER CONSTRUCTION NOTES:
- CWD 500 & CWD� 515 10 40 80
02 INSTAILL 8' PVC' KATFP LINF A,WW.A- C-900 CL 2,35 OF-2 INS7ALL 8" TEF & RFSTRAIN ALL dOINTS, SCALE: 1 20' 01 � INS7ALL 8" VC-P. SEWER LINE
cr) clIMSTALL 8"x8",y6` REDUCING TFE & PE -STRAIN ALI 10/NT,3 -
) INSTALL. STANDARD FIRE HYDRANT ASSLMHLY PER MODIFIED R1VFF?S)IDE C/7'� INSTALL 6' VC,P SE-WER 'LINE
lzc� (7-1)3STD. DWG. CWD-700 AND GUARD POST PFR DFrAll, ON SHEET 4 Q)
Q17) INSTAI L 8" X 6' RfTX1CFR & RF37-RAIN ALL JOINT"' INSTALL 8"111,25' BEAD & RESTRAIN ALL JOINTS INSIALL 4" VC,P SFWF,_R 1AFERAI PFR RIVEWSIDE COUNTY STD, DWG, 600
1_6 _J -)INSTALL 6'---qO' REND & RESTRAIN All e NOTF.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT -03
C5 JOINTS
eINSTALL 12`,,12",<8" REFRICINC 7EF & RES7RAIN ALL 10INTS COMMENCE UNTIL AN ENCROACHMFNT PERMIT ANDIOR (DINSTAIL '3EWFR CLEANntfT PFR RIVFRSIDF COUNn' STD, DW(,, 603
E251 06CONSTRUCT WATER CONCRETE EN(,`ASEMFN7' PER RIVERSIDE' C17Y 37-D GRADING PFRMIT HAS BEF"N ISSUED
DWG, CWD-023 (TYPE 8) SE INSTALL LANDSCAPE RACKFLOW PRFVFNTFR PER RNERSIDF C171K STD 000NSTRUCT S'EWFR CONCREFF FNCASEMENT PFR RIVEWSIDF CITY STD, I)wc, CWD--02,3 (TYPE- 13)
C7I 31AIL 4" BLOW -()FT ASSFMBLY PER WMWD STD. DWG, W-0214 DWG. CWD- 616- 1 _R RIVERSIDE COUNTY STD, DWG, 607
N! OCONSTRUCT SEWER MANHOLE PE
LLj OINS7ALL 12" RESILIENT WEDGF GATF VALVE PFR RIVERSIL)E ("ITY sTa DWG.
CWD- 500 & CWD -515
80 INSTALL I- KrTri? SERV. W/ 3/4" METFP PER RIC CITY STD, DWI;. cwf,)-.-6or) APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT
INSTALL BLUE REFLET71VE- PAVFMFNT M,4RKFR PER RIVF-RSIDE CITY STI)
9 INSFALL 2- WTR SERV W1 15- METE-P PER RIV CITY STE), OWG, CWT) -- 601 e!37D, DWG, CWD-700
0
N4 _j — i 116
INSTAL L 6" RESILIFNT WEDGE GATF VALVE PEP R1VFP.`C1)F C/7)" STI), VW(,' INSTAIL 8"-45' VERTICAL. BFND & RFS`TRAIN ALL 10INTS By [
C41r)-500 & CwD__ 515 Dx� F
Z
U\IGINEERS PIANS PREPAR0 BY` -90VED BY:
MMRK RFV�SiONF, APPR DATE L WAIER AP�
Underground Service Alert REWHMARK� c SEWER APPROVED 8Y, SEA iE TRACT NO. 37169
------ HOME GARDE SANITARY DISTRICT HOME GARDENS COUNTY WATER DISTR�CT
A 2- 1/2' HRASS DISC STAMPEn, '(,- 113' SET IN /P NO. 170045
Calk TOLL FREE 71qE TOP OF CURB, LOCATED 5' NOR71-i OF THF
I)E-131CNFD BY., HOME GARDENS COUNTY WATER DISTR)
B,C-R� OF THE NORTHWESTERLY CURB RETURN 0) A& &.A APPR
F HIV 0 1 M E7 E7 F?S VT)� 8�' DATE,
THF INTFRSECTION OF SAMRSON AW"NUE AND NO. 83363 Civil Engineering - Stir veyk)g . Planning . ......... .
1-800 ORAWN - ------ ..... . 'F NER GL DATE FOR WATER IMPROVEMENT PLAN
6820 Airport Drive, Riverside, CA 92504, DISTRICT INMAL DATE
Q MCkINLEY STRFFT EXP. 3-31-19 * ---
lel,(951 68F 688-0599 _�ANAGFR . ..... . HOME GARDENS SANITARY DISTRICT
rx, -2600 . ..... ..
CI_ ,,227 CHF(.'1VF_[) CIVI - _�F-ttc OPROV&S NEEP
Li-i - Undw the of,� 17
CL, S*ervisibyl 6,__�_ _T� FOR SEWER IMPROVEMENT PLAN
EL: 670,387 DATUM. NGVD 2-9 Of C
T)RE YOU DIG
mi�,W )��i�E
TWO WORKING DAYS B[F �j N
Q3
0 20 60
602/57�
10 40 80
SCAIE. I" = 20'
2, 5' MIN
F3FNf)-,,
PROP 6" WA7EP MAIN—
I -FLAT SADDLE WYT
nE
BEND
--PROP, 6" SE"WER MAIN MIN
SEWER LATERAL CROSSING BELOW WATER MAIN
7YPfCAI, DETAIL
N, , 1S
NOTE: NO ZINTS IN WATER LINE IS ALLOW WITHIN 10 �ROM
THE CENTER ONE OF SEWER LATERAL,
PROP. 8" WATER XING GRANT ST 0 STA, 15+00.94 (SECTION A -A)
670
670
Ln
k(? [n
rr (Xi
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661 12 INV 6
8" WATER XING 8" SEWER
STA. 8+04,()0
660,86 807 8" WATER
65772 TOP RP" SEWFP
PROD Ill SCALES
LAj
650
7+50
iRl
(1)
Lo
Q)
cr
CL
zc
HOR17 l' 20'
VERT, 17=4'
8+00
COURT STATION
8' WATER XING 722" &
8+1550
660,72 807 R' WATER
65818 70P 727" 3D
650
8+50
45SADDLE WYE
I ` MIN, 1 1
PROP 6' SFWLF? MAIN
PROP 6" WATFR MAIN. 'le
UNITS AL-7744 63-65
SEWER LATERAL CROSSING ABOVE WATER MAIN
TYPICAL DETAIL
M T 5
N-10-TE: Nn JOINTS, IN WATER ONE IS ALLOWED WITHIN 10' FROM
THF CENTFR LINf, OF SFWFR IA7E'PAL
MA TCH LINE SEE SHEET 2
�13
45' SADDI F KIYE
""-.-PROP, 8" SFWER MAIN
PROP 6' WA70? MAIN -
UNITS 55-59,
SEWER LATERAL CROSSING ABOVE WATER MAIN
TYPICAL DETAIL
N,T,S
NQTE,NO 10IN7S IN WAFER LINE IS ALLOWEn W17-HIN 10' FROM
THE CENTER ONE OF SEWFR LATFRAL,
9
1,
E
SE . WER CONSTRUCTION NOTES:
- ............
(2j-' INSTAO 6" VC.P -SE"WFR LINE
oi INSTALL 4" VC-Fl- SEWER LATERAL PER RAIE-ISSIDE COUNTY S7D. DWG, 600
INSTALL SEWER CLEANOUT PER RIVERSIDE COUNTY STD. DWG, 603
CONSTRUCT SE'WFR CONCRETE FNCASEMENT PER RIVERSIDE CITY STI) DWG CWD-.023 (TYPE E�)
WATER CONSTRUCTION NOTES:
0,020 MK
ol INSTALL 6" PVC WATFR LINE A.WW-A, (,--900 Cl 235
0 CONSTRUCT WATER CONCRFTF FNCASEMENT" PER RIVFRSIDE CITY STD,
DW(3, CWD-023 (TYPF t�)
07 INSTALL 4" RLOW-OFF ASSFMBLY PER WMWD STD DWG. W-0214
(D INSTALL l' WTR .3FRV, W1 3/4- MFTFR PER RIV CITY STD, DWG- CWD--600
100 IN37ALL 6"" RESSLIEN7 WEDGE GATE VALVE PER RIVERSIDE C17-Y STE). DWG,
CMID-500 & CWI,') .515
670 670
co Q) )
LoQ
CAUTION 111
EXISTING GAS MAIN f4 (o
CONTRACTOR TO VERIFY
LOCATION, ELEVATION GRAN ST
POTHOLE ALI POTENTIAL
UTILITY CONFLICTS PRIOR
TO CONSTRUCTION S7A,
—fiL29. 00'
EXIST, TEL-
S7A, 71 85,50
TA. 8+30.00
S
TYI-3-7—CA
!SfA. Zi-7712
FIST ---� FF—WATFE
CONNECTION
662,55 INV,
660 660
8'� -WATER XIN 72 SQ
8' WATLR XING 8" SEWER
'PTO-9,00
662.55 E301 8" WATER
662.55 130T 8" WA TFR
658 84 TOP 8" SFWFR 658,84 TOP 72" so
rPROFXE SCALES
HORIZ lm�= 20
_VERT. 1 =41
650 - 1 1 1 1 1 + 650
7+50 8+00 8+50
STREET "C" STATION
12 1/2- ML7ER BOX AND LID
PER SPECIFICATIONS TYPICAL BACKFLOW DEVICE CONFIGURATION 41- IHICK CONCRETE COUM, V FROM FEN EW TO WSIDE EDGL
PAVEMENT BACK OF CLIRB 18" SLOPE SOX i
8. 2Z FIMSH SURFACE %*.L BE BELOW CONNECTING BOLTS/NUTS.
BACK OF.CURB
PER
. . . . ... MTY'S CUSTOMER'S INSTALLAMON MAY VARY PER MANUFACTURER'S RECOMMENDATIONS
12 1�kLL
Sl OPE BOX 2% �rlwsf SIDE I.
RP TYPE OF DEVDEVICE.D-500
S
CHECK VALVE PER MANUFACTUREWS RECOMMENDATIONS
CURB El,EV
AC PAVEMENT
3 (D
7
�amqTAIL PIPE
18,
BY CUSTOMER TAIL PIPE OR
7
10
2
INSTALLED PRIOR BY CUSTOMER
INSTALLED PRIOR BACKFLOW REG )LAR FIRE HYDRANT SUPER FIRE HYDRAW FIRE HYDRANT
TO SE7TING METER
TO SETTING METER DEVICE ol OUTLET ORffNITATION DETAIL
BORE UNDER NTS
CURE
BORE 4 OPTIONAL BRA
'Oki
4*cLEAR STREET
CURB N 12" MINIMUM TO
ER 3
CL STRIP�NG
W 36" MAXWUM 3* MIN
WHERE SMEWALK ___(�)OPT�ONAL. WYE
CLEARANCE F�NISH GRADE
4* CLEAR STRAINER REFLECTIVE 6#AAA X
ADJACENT TO CURB,
HYDRANT MARKER
STUS-OUT TO EXTEND
GATE BOX
7
4
6" BEYOND FUTURE
PAVEME
m.
BY' DEVELOPER NT
24' MIN 006
SIDEWALK - 12" 7, CONCRETE PAD SH2
ALL COMPLY WITH GREEN BOOK STANDARDS A "
M1N RADIUS _7
BLQCK�NG
2' TT I
FROM SPLIT,
OPTIONAL
METER 2
TO
5 6 10,
n, .......... �TYPE K
SERVICE CHECK VALVE DETAIL
COPPER PIPE (UNSTRIPED
2 SEE NOTE #5
D STREET)
NOTES: APPLIES TO BOTH NEW AND EX�STINA
KF
RVICES,— -- — . - .- REQUIRED IF-
..._�
1. PRIOR TO INSTALLA'110N. LOCATION OF THE BCLOW DEVICE SHALL BE SUBJECT TO APPROVAL OF THE A) FIRE HYDRw is LOCATED WITHIN
0
0�3 PROGRAM SPECIALIST �(%4+Y54439"269.- DFVICE SHALL BE LOCATED AS CLOSE TO 11 NE METER AS
PRACTICA. (MIN. 18', MAC. 24" BACK OF" PROPERTY UNE.) HORIZONTAL OF OVERHEAD
01 -- CONNECT�ON SHALL BE BRONZE x POWER LINES;
CA
2. ANY DEVIAT0N FROM NOTE #1 IS SLIBJECT TO CONMTNONS AS DESCReED WrrHIN CWD-,-616--2,
DOUBLE -STRAP SERVICE SADDLE WATER FIRE WDRAN`r 6 NEAR FREEWAY, AS
3, INSPECTION OF PLUMBING BETWEEN METER AND BACKFI.OW DEVICE IS REQUIRED PRIOR TO BACKF�LLING /MAIN DIRECTED BY THE ENGINEER;
CONNECTION SHALL BE BRONZE I OR POURING CONCRE7E,
Ill DOUBLE -STRAP SERVICE SADDLE 4- THROUGH 12" DIP WATER MAIN C) FIRE HYDRANT VALVE IS LESS THAN
4, MATERIAL., SHALL BE IN COMPLIANCE WITH THE APPROVED MATERALS SPECIRED BELOW.
10' FROM FIRE HYDRANT;
6)
5, THE DEVICE MUST BE INSPECTED AND TESTED IMMEDIATELY AFTER INSTALLATION.
4* THROUGH 12" DIP WATER MAIN TO SCHEDULE AN APPOINTMENT CALL D) SPECIFIED ON THE PLANS, OR AS
OTHERWISE REQUIRED BY THE
- . ....... THRUST BLOCK BEARING BLOCK ENGINEER.
I-YPICAL STREET INSTALLATION ITEM EACH DESCRIPTION ffEM EACH DESCR�PTION
. . ... . ......................... ........... ... .... . . ..................
TYPICAL STREET �NSTALLATIQN ol 1 BACKFLOW DEVICE 50 1 OPT�ONAL WYE STRAINER 1 REGULAR OR SUPER HYDRANT IN
ACCORDANCE WrrH PLAN AND SPECIFICATIONS.
BILL OF MATERIALS 90 DEGREE ELBOW, BRASS @ 1 BRASS OR COPPER UNION (SEr NOTE
BILL OF MATERIALS 20 4 2.) BREAK -OFF BOLTS REQUIRED BETWEEN
ITEM QUANTITY . ... . ....... OR HARD DRAWN COPPER
ITEM QUANTITY 1.) A STEEL METER BOX UD IS REQUIRED IN PVC MALE ADAPTER FIRE HYDRANT AND FLANGE IN ACCORDANCE
ALL,.. OR DRIVEWAY. RISER & NIPPLES, BRASS (MALE THREADED x FEMALE SUP) WITH SPECIFICATIONS, INSTALL WITH NUT ON TOP.
---- -- I BRONZE DOUBLE -STRAP SERVICE SADDLE (IPT) n� 4 BILL OF MATERIALS
1 OR HARD DRAWN COPPER
1 ...... .. .. 2.)DOUBLE GASKETS SHALL BE USED ON c8) 1 CONCRETE THRUST BLOCK (OPTIONAL) 3) N BURY AND FIRE HYDRANT FLANGE REFERENCE
m.P2 2" BALL CORP STOP (MIPT x MIPT) I ITEM
1- ANGLE BALL METER STOP (COMP x METER COUPLING) EACH SIDE OF' METER SPACER (JUMPER) PRV VALVE FOR PRESSURE SHALL OF. 8-HOLE,
-iFRIACr LINF, fiRkl,% R
3 2" ANGLE BALL WITH 2" OPERATING NUT (FIPT x FIFT) I UNTIL. METER IS INSTALLED 40 IN EXCESS OF 80 PSI) 90 REGULAR FIRE HYDRANT
WITH I" x 3/4' ADAPTER FOR 3/4* METER) PER SPECIFICATIONS HARD DRAWN COPPER 4.) FIRE WDRANT OUTIM SHALL FACE STREET. I
OUTLETS: I - 2 1/2*. 1 A"
1- lUBING, SOFT COPPER, TYPE K VARIES 4 2" SOFT COPPER PIPE, TYPE A VARIES 3.)INSTAL.L BLOCKING MATERIAL SO AS TO __11.__'�___ I
NOT IMPEDE ACCESS TO THE CORP STOP. 5.) FIRE HYDRANT VALVE SHALL BE A MINIMUM 2 SUPER FIRE HYDRANT
5 METER 5 2" COPF'ER 90' ELL SW SW OF 10 FEET FROM HYDRANT,
OUTLETS: 2 - 2 1/2* 1 4*
6 METER BOX PER SPECIFICATIONS AND/OR M.ANS 1 6 2" HARD DRAWN COPPER (RISER PIPE} VARIES 4.)USE HARD DRAWN RISER PIPE AND -030 RW GATE VALVE, (FL x MJ) 1 CWD-500
6.) THRUST AND BEARING BLOCKS PER M 3 6
SWEAT FITTINGS AS NEEDED BETWEEN THE
7 l" OR 3/4- COUPLINGS 7 ANGLE BALL MN STOP (IPF x METER FLG) I CORP STOP AND ANGLE BALL. 7) FURNISH AND INSTALL A STIMSONITE MODEL 88AB 4 6* FLANGED TEE I
-------- -- ADEQUA'TF AND SAFE CLEARANCE M(JST BE PROMDED TWO-WAY BLUE REFLEC"4E FIRE HYDRANT MARKER
8 2 COUPLING (COMP x MPT)
TO PERMrr TESTING AND REPAIR WORK DIRECTLY' OPPOSITE HYDRANT, LOCATE MARKER 6* D1 BURY, (FL x W)
TOE OF SLOPE
MEIER 44NSTA64�P�� ON HYDRANT SIDE OF STREET GENT NE IN BREAKAWAY BURY IS NOT PERMIRTED
q 1 1/2
MIN�MUM CLEARANCE SCHEDULE . . .... ACCORDANCE WITH THE ABOVE DETAR, WITH
NQTU; 10 1 1/2" SOX
R"ETER Fl.ANGE+W,4*_4.44*-444-y PLAN6, 6* DI PIPE OR PVC1,) METER BOX COVER TO BE CAST IRON WHERE BOX IS �N ALLEY OR DRIVEWAY, - SIZE Ac MAP JRE 0 REFLECTIVE SIDE FACING ONCOMING TRAFFIC,(5) METER : PROVIDE 2 - MARKERS FOR HYDRWTS
B. CONTRACTOR SHALL INSTALL METER BOXES WIT�i READING HOLE AT TIME ANGLE METER STOPS CONCRETE COVER 2 PC OR 'STEEL COVER 2 PC SECTIONS. 8* GATE BOX CAP, GALV SPLfT-SLEEVE, I CWD-515
INSTALLED AT INTER, AND 12 GA STL PIPE
'A,�
ARE INSTALLED. 3/4- THROUGH 2 1/2- —12—* 18" 12"
(172) 8" GATE VALVE CAP, GALV SPLIT SLEEVE,
8.) Ai 1 0 1-PIPE TO BE POLYETTiENE-UNCASIT) PER 8`� APPROVED RESTRAINT SYSTEM 2
3.) -C4�� FURNISH A TEMPORARY SERVICE METER JUMPER, PRIOR TO INSTALLING ME rER. & 12 CA STL PIPE -- PER CWD-500
NOTE. SPECIFICATION SECTION 30&
UPON PAYMENT OF FEES.
13 2" ADAPTER (FIPT x SW) A SECOND UNION ON OPPOSITE RISER MAY BE REQUIRED AVK FLOWGUARD 11 BREAK --OFF CHECK
4.) METER BOX TO BE CLEANED BEFORE NEW METER CAN BE INSTALLED 9.) IF MAIN UNE MUST BE WFT TAPPED, SEE CWD 50k VALVF� OR APPROVED EQUAL.
14 2- ADAPTER (MIPT x SW) 2 IF CLEARANCE REQUIREMENTS ARE NOT MAINTAINED. ------------
OVERHEAD VIEW OF CLEARANCE REQ(AREMENTS
WATER WATER DIS"TRIBUTION & TRANSMISSION BACKROW PREVENTION ASSEMBLY WATER DISTRIBUTION & TRANSMISSION REGULAR AND SUPER FIRE HYDRANT
r
WATER DISTRIBUTION & TRANSMISSION I -INCH WATER SERVICE DISTRIBUTION & TRANSMISSION 2-INCH WATER SERVICE
La PIPELINE CONSTRUCTION METHODS in" W& CONSTRUCTION METHODS PIPELINE CONST"RUCTION METHODS 3/4", 2 1/2_" ABOVE GROUND INSTALLATION PIPELINE CONS TRUGI ION MET'HODS DETAIL
CGYE L I I t 5 PU If, dQ u I C L t T i T L I t 5
1/8/2013 j; 1/8/2013 03/2016
ji WD-700
AW N" CWD-61("il CWD-601 ITY OF RIVERSIDE PUBLIC UTILITIES STANDARD DRAWING WD-616-1 CITY OF RIVERSIDE PUBLIC UTILITIES STANDARD DRAWING c
DATE
CITY OF RIVERSIDE PUBLIC UTILITIES STANDARD DR I c APPROV DAIE.
--------- PAVEMENT
—
WATER CONSTRUCTION NOTES:
CONSTRUCT CONC FN(,ASFMEN7'-,,
`--CURR & GUTTLR--,
INSTAI L STANDARD FIRE HYDRANT ASSEMBLY PER MODIFIED RIVERqIDF CITY
STD� DWG, CWD---700 AND GUARD 1-10ST PER DETAIL ON SHEFT 4
TOP OF P/PF
3'
661,54
PROP 8" SEWER MAIN
INV
SEWER CONSTRUCPON NOTES:
807OF PIPE
CONSTRUC7 SEWER CONCRL7F ENCASFMFNT PFR RIVFRSIDE CITY STD, DWG�
CWD -023 (TYRE13) -6' DIA. GOARD POST
_00.96
SEF IN 12' DIA. CONC, RASE
BOT OF CON
13.67' ENCASEMFNT
—
PROP. FIRE HYDRANT
-- ----------------- — - - - ------------- ------
GUARD POST' TYPICAL DETAIL
N,T 5
659.90
70 F)TFPTP7_",,
660 660
fr:z
655
PROFILE SCALES
HORIZ 1` 25'
"NEWT, I "_ 1
PROP. FIRE HYDRANT
CONNEC770N 10%
2, 0,z 659, 14
R,77ow-7
yIy
656.73
FOP OF PIF'�
14,
— - - ---------
PROR 24" SD
PF"R SFREFT IMP PIAN
654.52
WATER CROSSING DETAIL
654 31
AT STREET "B" STA. 13+81.07FL1; LSE FIR
14+00 STREET 8 STATION
00