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REDUCED PRESSURE .BACKFLDW PREVENTER&
PRESSURE REDUCING STATIDN FDR RV SPACES
GENERAL NOTES:
I, ONLY PERTINENT EXISTING SEWER AND WATER LINES ARE SHOWN ON THIS
PLAN. EXISTING WATCR, SEWCR, ELECTRICAt, TELEPHONE AND GAS
LINES NOT SHO"~ SHALL BE REMOVED OR ABANDONED AS DETERJ1INED BY
LOCATION.
2. ALL WORK TO CONFORM TO THE CITY OF NEWPORT BEACH STANDARDS AND
ll.P.C.
3. Al-L SERVICES TO WITHIN 5 FEET OF BUILDINGS.
WATER NOTES:
1. INSTALL ALL FITTINGS AND THRuST BLOCKS PER CITY OF NEWPORT
BEACH STANDARDS.
2. INSTALL i/14 BAKE COPPER WIRE ON ALL ACP LINES FOR TRACERS.
3. TYPE OF PIPE: UNDER :I"
211 AND OVER
SCHEDULE 40 PVC
TYPE 315 PVC
4.
5.
PRV-1 TO BE \IATTS l'USHP OR //223S
RPBP TO BE WATTS IIU909S OR 909S
SEWER NOTES:
l. VERIFY AJ.L EXISTING FI.OW LINES AND ELEVATIONS PRIOR TO AKY
CONSTRUCTION.
2. THE INTEGRITY OF EXISTING LATERALS SHALL BE VERIFIED PRIOR
TO CONNECTION.
3. CLEANOUTS NOT TO EXCEED 90 FOOl SPAClNG.
4. ALL EXISTING MANHOLES TO BE BRO'JGHT TO FINISH GRADE.
5. TYPE OF PIPE: ABS OR PVC SCHEDULE 40
&. ALL SEWER LATERAL CONNECJ'lONS Pl:R S'l'D.-405-L (TYPE B)
7. ALL MANHOLE CONNECTIONS TO BE PEK STD. -1,01-L
GAS NOTES:
I. INSTALL SYSTEM PER r. P. C. SECTION 1220 AND TABLE J 2-n
2. INSTALL //14 BARE COPPER WIRE ALONG TOP bF PIPE SECURcD EVERY
10 FEET.
3, PROVIDE PROTECTION AGAINST ACCIDENTAL DAl-'.AGE TO ALL
REGl'.LATORS.
4. TYPE O.F PlPE: UNDER 211
2" AND OVER
SCHEDULE 40 PVC
(MARKED GAS)
SCHEDULE 315 PVC
(:-JARKED GAS)
l
CITY
NEWPORT
OF
BEACH
PUBLIC WORKS DEPARTMENT
UTILITY PLAN,
' UTILITY ISLAND
ANI) BOLLA~D LOCATION
Di9TAIL
_,._.:,. -:· : ~.: :_ -. . .. , .
-. , . .. r '
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0 z
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TYPICAL RV LOT
, 25' NOM
• FIRE HYDRANT
BASIS OF BEARINGS: RS 96/39-43
S88-66-46W BETWEEN PROMONTORY 2 AND ORIGIN PER
THE ORANGE COUNTY SURVEYOR'S CONTROL DATUM
BENCH MARK:
(0
250'
I •••
PIN, .Jil!.AJI.L_--,lc__---,
ALL &TEEL PIPE BELOW
QIIADE TD IE WRAPPED
I_H. AN Al"PIIOVED .IIAN_NER
I I
THE ESTIMATES OF QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE
OF SATISFYING PLAN INFORMATION REQUIREMENTS, THE CONTRACTOR SHALL PERFORM, AN
INDEPENDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AND CONTRACTS.
PIIHUI t1"110o· j QAI UGULUO•·
,. .
FIRE SYSTEM CONSTRUCTION NOTES
Q) 8" ACP, CLASS 200
@ 6" ACP, CLASS 200
@ INSTALL FIRE HYDRANT PER STD.-500-L
CONST. THRUST BLOCK PER STD.-510-L
811 TEE
8" X 6" TEE
CONSTRUCT DOUBLE CHECK DETECTOR BACKFLOW
PREVENTION ASSEMBLY PER STD.-517-L
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 RV PARK
SHEET 3 RV PAKK
SHEET 4 RV PARK / OPERATIONS .-CENTER
SHEET 5 DAY USE
SHEET 6 BOAT STORAGE
SHEET 7 CALCULATIONS
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.... ~ ,' ,,,-
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... IIIIN.
I PVC MARKED
TIIACt ■ wnt:
CITY OF NEWPORT BEACH WELL MONUMENT AT
INTERSECTION OF BACKBAY DR & JAMBOREE RD GAS REGULATOR DETAIL VICINITY MAP
ELEV 28.68 NO &C.LE" N.T.S.
REVISIONS BY
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Date 9 MAR 8'}
Scale AS SHOWN
Drawn
Job DUNES
Sheet 1
Of 7 Sheets
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LEGEND
SEE PLANS FOR SIZES
.. ..__ .... ______ "I FIRE SYSTEM -----HIGH PRESSURE WATER ------LOW PRESSURE WATER ............... MEDIUM PRESSURE GAS
SEWER PIPE
D RV UTLITY CENTER
CLEAN-OUT
40' 0' ,., I ,
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0 PRESSURE REGULATOR
(GAS/WATER)
~
N■W~CHIT DUN■■
1311 BACKBAY DRIVE
NEWPORT BEACH. CA
......... .-OST MOIIDUI NO. nao11
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40' BO' 120'
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GRAPHIC SCALE
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COURTON AND ASSOCIATES
1400 QUA&., SUITE 141
NEWPORT BEACH, CA H660
(7U) 752-5712
JIQNOVAN A. ISOUTHWQRnt. R.c.E. 1&127
IEJDl'M8oe;,s1.1N1
DATE
DATE BY
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DESCRIPTION
REVISIONS
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APP'D.
PUBLIC WORKS DIRECTOR
R.E. NO. ____ _
DATE
DESIGNED DRAWN
CHECKED DATE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 2
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OF 7
LEGEND
SEE PLANS FOR SIZES
:,a. ........ ,
FIRE SYST:~RE WATER ·--
HIGH PRES URE WATER -----
LOW PRESS $SURE GAS ----
MEDIUM PRE
--........ ••••••• SEWER PIPE
□ RV UTD..ITY CENTER
0
CLEAN-OUT EGULATOR
PRESSURE R
(GAS/WATER)
i&IWH NQ 111111 ,or.a.w.z. .
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-AV DRIVE 1811 BACK:.....CH, CA NEWPORT
40'
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' GRAPHIC SCALE
80' 120'
! I
4'//£DUCED
BACKFtow
ASSOCIATES COURTON AND
sum;: 1•5 eo 1400 QUAL, EIICH CA He NEWPORT 8 •
(714) 7&2-5712
11.c.LIINT -D(MOVAN ..:c. 11, tNe LLD&&
DATE
DATE BY DESCRIPTION
REVISIONS
APP'll.
KS DIRECTOR PUBLIC W R.E NO
DATE
DESIGNED
CHECKED
DRAWN
DATE
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EWPOR..T PUNES
ON -SITE EWER R ANDS WATE TION PLAN DISTRIBU
PORT BEACH CITY OfwoN: DEPARTMENT PUBLIC SHEET 3
9
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LEGEND
SEE PLANS FOR SIZES
............ ~ ............ FIRE SYSTEM -----HIGH PRESSURE WATER ------LOW PRESSURE WATER
■ ••• ■ •••••••• ■ ■ MEDIUM PRESSURE GAS
SEWER PIPE
□ RV UTLITY CENTER
CLEAN-OUT
0 PRESSURE REGULATOR
(GAS/WATER)
MIWWW POSI WWW .Ill). 111D11
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; 40' r 40' 80' 120' • I I I I ~
,._W~T DUN■■
1311 BACKBAY DRIVE GRAPHIC SCALE
NEWPORT KACH. CA
PLANII l'REPARED av:.
COURTON AND ASSOCIATES
1-QUAIL, 8Ul1'E 148
NEWPORT BEACH, CA HHO
(7141 752-1712
DIIIIOVAN A. IOUTHWORTH, 11.C.L _,
Eki 8 DIC. a.1. , ... DAlE
JJ I $».ID, ._ WWW'; AND WridE to tm' 8TANDMIDI
PUBLIC WORKS DIRECTOR ,-t--+--------------1-----l ~LNQ.. ___ _
D,\
DATE BY DESCRIPTION Al'P'I). DESIGNED DRAWN
REVISIONS CHECKED 111\TE
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EWPOR-T :DUNES
ON -SITE
WATER AND SEWER
DISTRIBUTION PLAN
CITY Of NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 4
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LEGEND
SEE PLANS FOR SIZES
:-... .... --.., FIRE SYSTEMRE WATER ·--
HIGH PRES:~RE WATER -----
LOW PRE!ESSURE GAS ------
MEDIUM P ...... .........
SEWER PIPE
D RV UTLITY CENTER
0 ~~:~:~~~TREGULATOR
(GAS/WATER)
., ..... NO, 1110 POSIWW-. 11
\
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-w-
RIYE 1811 BACK:!c':.. CA NEWPORT
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40' I
/
o• 40'
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GRAPHIC SCALE
80' 120'
I I ASSOCIATl:S COURTON AND
1-QU~EACH CA tie SUIT& 148 80 NEWPORT '
(714) 762-8712
R,C,LHN7 IOUtllWCRTlf, DONOVA':.:c_s1 1-DATE -• '
DATE BY
-¼~-~ "'" -~-,,~,., • '-,-,, ' " . . ' -.. ' ·+ .... ,
DESCRIPTION
REVISIONS
QINCS'TAND h I ~ ~ocrrYaTAN>All[Dt ..._,
S DIRECTOR PUBLIC WORR.E. NO
O...TE
DESIGNED
CHECKED
DRAWN
O...TE
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-----~-··-... ,..,_ ,.,
.DUNES EWPOR,'I'
ON -SITE EWER
ANDS N WATER TION PLA DISTRIBU
EWPORT BEACH CITY Of N KS DEPARTMENT PUBLIC W0R SHEET 5
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ED PIPE.CONCRETE l'"LLED \'o •·· "'"""" o o I
0
0
CONNECTION 2-2 112" PUMPER /'
BOOSTER pgrp 2 7 / O
(IF REQUIRE o / /
NNECTION t' ,/ PUMPER CO REQUIRED 2-IF BOOSTER IS 0
0
0 0
PUMPER DETAIL
" )
0
8" FIRE LINE
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II)
LEGEND
SEE PLANS FOR SIZES
:.... ........
FIRE SYSTE~RE WATER ·---
HIGH PRE::URE WATER --------LOW PREPRESSURE GAS ---
MEDIUM ...............
SEWER PIPE
D RV UTLITY CENTER
CLEAN-OUT R •
PRESSURE REGULATO 0
(GAS/WATER)
DWI Wrii'm',W NO. ttlOtl
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IIAY DRIVE 1811 BACK ■EACH, CA NEWPORT
40'
I
40' 80' 120'
' I I
GRAPHIC SCALE
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COURTON AND ASSOCIATES
IUITI 148
~~EACH, CA ueeo
171-4) 782-1712
__, 90U"THWCIIT1f, II.I).£ :r.:c..,.,_ .,..,.,
RAtN
D.s.
DATE BY
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WE3 -1'.J'! C ..fWl?"Ch'
DESCRIPTION
REVISIONS
APl"I),
2" OUTLET
fYRAMIP f'RJo-s{
CLARIFIER DETAIL BOAT WASH
WORKS DIRECTOR PIJILIC 11.E. NO.
DA
DESIGNED DRAWN
DATE
:DUNES EWPOR.T
ON -SIT~EWER
WATER8 AU;l~N PLAN DISTRI
NEWPORT IEACH CITY OFWORKS DEPARTMENT PUBLIC SHEET 6 Of 7
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DOMESTIC WATER SYSTEM "A' DOMESTIC WATER SYSTEM ·e,
WATER CALC11 LAT1QI\IS WATER CALCULATIONS
WATER AUTHORITY; .::.1-r-< OF' 1-lEWl"bR 1" li'eAcH IIATER AUTHORITY: C, ,1.,, PE' NEWRll?J'. !"O'<H
STATIC PRESSURE l\VAILJ.BLE, 9'5-110* PSI DEMAND: 1260 UNITS &TATIC PRESSURE AVAILJ.BLE:q5, 110 PSI DEMAND: 1~'36 UNITS
GPM REQUIRED: ~.40 TYPE OF SYSTEM: 1"1.-LlooH "fl,J.J~ GPH !REQUIRED: ,z.i,,O TYPE OF SYSTEM: ~ ::r .... 1-1..::
HETER TYPE: c:::>~ HETER SIZE: ('2) .Z.11 HETER LOSS: il,0 HETER TYPE: i;:>1<;,.:-. HETER SIZE: (:'2\ ,zII HETER LOSS : "' e:, I
REGULATOR REQUIRED: wo• REGULATED TO: l:IIA-PSI ' REGULATOR REQUIRED: No• REGULATED TD: H/A PSI
DESIGN PRESSURE: 84 PSI (801 OF REGULATED PRESSURE, IF REGULATED) . DESIGN PRESSURE: 7q PSI ceo, OF REGULATED PRESSURE, IF REGULATED) .
TOTAL DEVELOPED LENGTH: le«? FT. MAXIMUM ELEVATION: 15 FT, TOTAL DEVELOPED LENGTH: '],Z,'$ FT. MAXIMUM ELEVATION: 1-s FT.
FDAMULA FORMULA
84 -( '1.0 + ( • 4J X 1'5 ) ) . §7.65 MAX. ALLOWABLE FRICTION LOSS '7'l -( 1,0 + ( .43 X ~) ) . 5'2~5 MAX. ALLOWABLE FRICTION LOSS
100 X <>7.G6 • 1"'20 = G.75 MAXIMUM FRICTION LOSS PER 100 FT. 101) lt '52.65 • '7'2S • 1.'2.S MAXIMUM FRICTION LOSS PER 100 FT,
MATERIAL TO BE USED: p..Jc,. '6C.H, 4o ('Y4'-1•~'>(:r:cet. -a.,s c-z.''-uf) MATERIAL TO B>: USED: fVC. '6e(<. 40 ( ¥.fl-1\IL') ' 1~ ~,-s <z''-uP) §
' BIZING TABLE BIZING TABLE PIPE SIZE MAXIMUM GPM MAXIMUM UNITS VELOCITY PIPE SIZE MAXIMUM GPM MAXIMUM UNITS VELOCITY
l/2" . o--o-•O· 112· -o--a--o-
3/4" /,, • I") '1 4 ,00 f:I':'!>. J/4" s.o I I 6. '2.S r<. P.':>.
1" 1'2.. 0 It., G..oo , .. 11.0 '2.4 G,.'l'S
n• " "' .o ~G, 5,75 , J," '1.t,. 0 4'1 1.-so
1•· ~S.o r.,'1 lo .'Z.S 1•· 44-. 0 JOO a.so
?" 75,o 'l.55 8,CO °" '15.o S'>S 9 -~O . ..
2•• 14S. o . '-I 1 'Loo 2"" 11.,6,0 7,Z."l. 10,00
,ZlD. O 1000 10,00 ,. '2.~o.o 1170 10.00 ,.
5'1~.o '2050 10.00 ,,. •• .. !,q5: 0 u6o 10,00 I'
-t' f"leie,e,e.ucE. IC:iSGrUt.t..1'0R!e> .-~~uu ~UL,A.'l°o--r'o u Lc::>CA-"(l~.c:> ,._,. &'-PcS.15>. t. A-( 1'\.11<-10' l!oE-~'l'E.C> "'",.. e>LA¥o, <, ,._,-1'Mf,
~lliHIN"! of" -..u f'f' L.. ·( -ro R N. -...~ ~if-JI-JIN,;; Of" of:I..Jl"Pl-'1' 1"'0 11?.v. -sr;o ca,-,,.,
DOMESTIC WATER SYSTEM 'i:,." DOMESTIC WATER SYSTEM II~ I'
WATER GALC11 !-AT1QI\IS WATER CALCULATIONS
IIATER AUTHORITY: C.◄1'1' D~ N ~ W l'o-=-t' e.U.C.IJ WATER AUTHORITY: oC.rfT° C> .. 1-(e;w l"t>F:-r ~H
STATIC PRESSURE AVAILABLE: qS-110 PSI DEMAND: IZ'2 UNITS STATIC PRESSURE AVAILABLE: "¥5 -110 PSI DEMAND, N.1'. ! . G,00 UNITS
GPM REOUIRED: 4e TYPE OF SYSTEMi i-!Of>6 e,e-~ • GPM REOUlRED: IA'5 'l'YPE OF SYSTEM: F'Ll.i'<>H VALVE
HETER TYPE: 12~ METER SIZE1 i ,, METER LOSS : I$ Pb! HETER TYPE, DI~. HETER SIZE: ,t' HETER LOSS: '20 f':>I
REGULATOR REQUIRED: ye;,E, REGULATED TO: ...,., PSI REGULATOR REOUIR&D, NOW REGULATED lt'01 WA PSI
DESIGN PRESSURE: i~ PSI (801 OF REGULATED PRESSURE, IF REGULATED) DESIGN PRESSURE: 3S PSI (801 OF REGULATED PRESSURE, IF REGULATED)
TOTAL DEVELOPED LENGTH: 11!>5 FT. MAXIMUM ELEVATION: 10 FT, 'l'OTAL DEVELOPED LENGTH: ;soo FT. MAXIMUM EL>:VATION: IS FT,
FgRMUL,!, f PRMl.!bA
toL -( 16 + ( .43 x lo l I • 4:4.10 MAX, ALLOWABLE FRICTION LOSS '7$ -( )5 + ( ,'3 X )5) ) -6',,~l:, MAX. ALLOWABLE FRICTIO~ LOSS
100 X 44,10 • 13>6 -"'"·" MAXIMUM FRICTION LOSS PER 100 FT • 100 X /5!>,56 • ~ • ID,11 MAXIMUM FRICTION LOSS PER 100 FT.
MATERIAL TO Bl:: USED: p...JC,. ~II. 40 Cs,/~.''. l'h") MATERIAL TO BE USED: ':,C,11. 40 f¼C. ('. -.,,4•'-1\t!') ,( -r''l'f'l. =!>IS (-211-UF')
■IZl'311i J:AII I.I ■IZlt1Ui! TAIII.I PIPE SIZE MAXIMUM GPM MAXIMUM UNITS VELOCITY PIPE SIZE MAXIMUM GPM MAXIMUM UNITS VELOCITY
l/2" -o--o--o-112• -c,-_..,_ -<>-
3/4" 1'7. 0 '24 10,0 F. P.<E>. 314• ,a.o '2. 7,0 F. P.'6.
1 " ~.9.. 0 .i.1 ' . '2.'2.. 0 h 8.5 lk" !>f,.o eo lk" !e,C> 1.6 9 .'5'
I•• 55.o ISO l•" 54.o ~7 10.0
?• 95.0 190 "" 'f6.0 •. Z'2.0 10,0 ..
2,. /loO.O YSO ,
2•• ll.,'l, O ID4'Z. 10.0 ,.
'" ,.
• • ••
.. PF:e-w.ure.e. R.~ UL,_ "(Ofe. -ro e,e, ~ ........ ~. ~ 1!!,f)'.~(!, t:loc-K C<"t-JNl!c--(10 N
v-' . 1 40' -2.., / .,.
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NEWPOFIT CUNEB
1311 BACKBAY DRIVE
NEWPORT BEACH, GA
DETERICH POST REORDER NO. 113013
DOMESTIC WATER SYSTEM 'C,.,"
WATER GALCULAT!QNS
WATER AUTHORITY: C, l"'f '( c,f'. N.E.U~1' 6f'+c.H
STATIC PRESSURE AVAILABLE: 9S· IIO PSI DEMAND: 1'\0 UNITS
GPM REQUIRED: 18$ TYPE OF SYSTEM: F'u.lS,H ,.,._ts I(.
HETER TYPE: c:>1~ METER: SIZE: ('2)'2,11 METER LOSS, 7 Pl> 1
REGULATOR REQUIRED, 1::10• REGULATED TO: 1..1/A. PSI
DESIGN PRESSURE: ee, PSI (801 OF REGULATED PRESSURE, IF REGULATED)
TOTAL DEVELOPED LENGTH: 1'2'2 FT. MAXIMUM ELEVATION: , .,. FT,
e
FORMULA
e,s -( ~o + ( .43 X 15 ) ) • 1p1,-s.-e; MAX. ALLOWABLE FRICTION LOSS
100 X 4,1.6£> • '100 • e.14 MAXIMUM FRICTION LOSS PER 100 FT,
MATERIAL TO BE ~SEO: Ne-'i,C.l-1. 40 Co/+10
-1'&1) ~ 'l"(PIS. ~15 (,z.''· UP)
■IZING TABLE
PIPE SIZE MAXIMUM GPM MAXIMUM UNITS VELOCITY
I
I 112" -o--o--o-
! 3/4" 9.o I~ 6.0 F'. I'??'
I , . 16,,:, Z.(o ?.'5
, .. ~'Z .0 !i,7 8.$
11.;" :SD,o 1'21 C,.o
?" 9€,,0 a.10 10.0 ..
2•· LeoO-o loC/4 )0.0
,. 'Z-ZS.o Ll":oO 10.0 ,,
••
If F'le U6 Ui:!E:-li!i!"d\U L-A"f~ -ro 8£ 1-0:-.-ri::i:> A-1' l!!ol-~' ◄ I>.:( 1'HE. ~IHNlW., CJ ,,,. ~ L.l f'P-1-"'( -ro R .V. .;,,~,e, .
PLANS PREPARED BY:
o· 40' 80' 120' COURTON AND ASSOCIATES
1400 QUAIL, SUITE 145
'jt1. , jJf· NEWPORT BEACH, GA 92660 ~ ;.=~jj33.~ ... (714) 752-5712 J. J:.I~ • GRAPHIC SCALE
DONOVAN A. SOUTHWORTH, Ft.C.E. 25927 OATIS EX~S DEC. 31, 1189
" ~ DOMESTIC WATER SYSTEM p
WATECJ CALCIJLAT1QI\IS
IIA2'ER AUTIIORITY 1 '=1-r--r Of'-NE. W f"(>1'q ~
STATIC PRUIUIU: AVAILABLE: q5. UO Pil DEMAND: 1,~4 UNITS
GPH REOUIRED: 100 TY PE OF SY STEM: F'L-U~l-l YA.LVlf'. .
.HETER TYPE t 01'!,G, • METER SJ ZB: -z'' HETER LOSS: I! f'E> I
REGULIITOR REQUIRED t I-JC> REGULATED TO s NIA PSI
D£51GN PRESSURE, e7 PSI ceo, OF REGULATED PRESSURE, IF REGULATED)
TOT AL DEVELOPED LENGTH, '7,j'S FT. MAXIMUM ELEVATION: I'S FT.
FDRMULA
e1 -( 1'5 + ( .43 X 15) ) -(r.;,65 MAX. ALLOWABLE FRICTION LOSS
100 ,c '"$,'!:," • -z.,-s -'2.'?> 'o4 MAXIMUM FRICTION LOSS PER 100 FT.
MATERIAL TO BE USED: P..,,c., ,e,c..~. 4o ('._'b/411-1'1£1) ~ 1'-rf'E. "'bl~ (~/-\II">
SIZING TABLE
PIPE SIZE MAXIMUM GPM MAXIMUM UNITS VELOCITY
112" -o--o--c-
3/4" IG., 0 ~-'2-S I o.o i<.f':Eo.
l" 'Z?.o 10.00
1 k" i'i:o '21.00
1~• !:>6.0 1,,0.00
2" 98.0 '2.~S. co
, .. l&.o.o "-28.oo -~ ,.
• •
"f'IC6ttJJ:1£ ~u..1'oi,~ 1'o e£ ~i;;.r:, .... -r ... ...,.,~.
APPROVED IN OONCEPT ANO ADHERENCE TO CITY STANDARDS
PUBLIC WORKS DIRECTOR
R.E. NO
DAT•
DESIGNED DRAWN DESCRIPTION APP'D. DATE BY
REVISIONS CHECKED DATE
( '.>)',lEWPOR-T DUNES
ON -SITE
WATER AND SEWER
DISTRIBUTION PLAN
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 7 OF 7
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