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SHEET INDEX
TITLE SHEET .............. 1
GRADING PLAN ............. 2
CCNSTRUCT;ON DETAlLS .... .4
IRRIGATION PLl,N .......... 5
IRRIGATION D€TAH.S ....... 6
lRRiGi\TION DETAllS ....... 7
Plf,NT!NG PLAN ............ 8
PLANTING DETAILS ......... 9
SPECIFIC;\TIONS .......... 10
SPECIFICATIONS .......... 11
SPECIFICATIONS .......... 12
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_CONTRACTOR SHALL INSTALL 2· DIA. SCHEDULE 40 DRAIN PIPE
FOR FUTURE DRINKING FOUNTAIN. CONTRACTOR SHALL CORE
CURB ID ACCEPT PIPE AND SHALL ENSURE POSITIVE DRAINAGE
INVERT ELEVATION AT DRINKING FOUNTAIN'LOCATION, SHALL BE
A MIN. OF 6" BELOW FINISH GRADE.
_/FUTURE DRINKING
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216191! FIRST CITY SUBMITTAL
-12/91 SECOND CITY SUBMITTAL
I DATE BY DESCfHPTlON
,;·· ,'5,q ,_y;,;""'" ~ .. ,,_g: REVISIONS !lf}tm'.M;Ji;. · J!:~:,:1J•>
F .S.
F.G.
T..F._
T.M.S.
T.S.
~----
P.A.
'c,'t:::::::-,..
FINISH SURFACE
FINISH GRADE
TOP OF. FENCE
TOP OF MOW STRIP
TOP OF SAND •
··;
2" DIA. SCH. 40 DRAIN PIPE
PLANTING AREA
D !RECT! ON OF FLO.I
GRAD ING NOTES
CONVERSION
111 = .08'
211 = .17'
311 = .25'
a'1 ""' .33'
5" =· .42'
6 11 • 50 I
T1 = .58'
811 "' .67'
gu "" .751
10" = .83'
!I" = .92'
12 11 = 1.00'
-HOLD FINISH GRADE A MINIMUM 1" TO A MAXIMUM 3" BELOW FINISH SURFACE UNLESS NOTED OTHERWISE.
-HOLD FINISH GRADE A MINIMUM 3" TO A MAXIMUM 5" BELOW TOP OF SOIL RETAINING WALLS.
-HOLD FINISH GRADE A MINIMUM 6" BELOW FINISH FLOOR ELEVATIONS.
-SLOPE ALL AREAS TO DRAIN@ MINIMUM 1%.
-SLOPE FINISH SURFACES @ MINIMUM !%.
-SLOPE DRAIN LINES @ MINIMUM 1/2%.
-MAXIMUM SLOPE ON MOWED TURF SHALL BE 3:1.
GRADING AND/OR LANDSCAPE CONTRACTOR SHALL GRADE ALL AREAS TO DRAIN AND SHALL EXERCISE CARE
IN CONSTRUCTION OF MOUNDS AND SWALES SO PONDING I/ILL NOT OCCUR.
' -·
GRADING PLAN
APPROVED
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PUBLIC WORKS Di RECTOR NE'!i!PORT SHORES ""'1•-..1AOP!'\
12806 J ~ ii i~
R.E, NO.
DAT< 7/1/9!
DRAWING# DESIGNED DRA_WN/;:" CNB
APP'D. • µ_PJ -\:'.,, I CITY Of rJl:\"JPOP.T !lEACM P-51:39-S ' -
CHECK[/!¥ DATt,7,'J I PUBLIC WORKS DEPARTMENT 2 o;: 9 • SHEET --
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CONSTRUCTION LEGEND
l. CONCRETE PAVING. BROOM FINISH -NATURAL GR/\Y.
SEE DETAIL l, SHEET 4,
2. JOINTS AS SHOWN ON !'!LAN AND PER GN6 STD. DWG. 180-L
3. 12" CONCRETE HEADER. SEE !JETl\!L 2, SHEET 4.
4. BEACH SAND. MIN. 18" DEEP OVER FILTER FABRIC.
5. BEtlCHES BY T!MBERFORM. RENl\!SSAIICE MODEL #2806-6
-STANDARD BLUE OR EQUIVALENT -SECURELY ANCHOR TO
CONCRETE PAVING PER MANUFACTURER'S SPEC!F!CI\T!ONS.
AVAILABLE THROUGH WAKEFIELD CO. (714) 542-4255.
6. HANDICAP RI\MP, PER CITY STANDARD #181-l-l\ CASED, 'SIM.
7. TRASH RECEPTACLE. MODEL #S-TR-03 ROUND-S-18-
NATURAL BY DURA ART STONE OR EQUIVALENT.
(800) 338-2499.
8. DEEPENED FOOTING. SEE DETAIL 4, SHEET 4.
G.P, -GENTER POINT OF RADIUS.
STAKING PLAN
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DEMOLITION
CONTRACTOR SHALL REMOVE EXISTING SUPPLY LINE
BETWEEN METER AND BACKFLOW PREVENTOR,
CONTRACTOR SHALL REMOVE EXISTING MAINLINE
CONTRACTOR SHALL REMOVE EXISTING DRIP IRRIGATION
SYSTEM EXCEPT FOR VALVES, VALVE COMPONENTS
AND VALVE BOXES,
,LEGEND
SYMBOL
V
0
MFG,
TORO
TORO
TORO
TORO
MODEL# GPM
570C-3P-12Q 0.8
570C-3P-12·120 0,9
570C-3P-12H 1.1
570C-3P-12F 2,1
EXISTING VALVE • PROTECT IN PLACE
PSI
20
20
20
20
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RAD,
10'
10'
10'
10'
EB 0 Gf:/1:Sl ~VOt.D·D:..d £roar> :if;f!./1::5 f::leC:JfVC i7i6Mti!"e. Cc-1Vil1!0L i A1..-V8-
(!) R AINBIRD #44 QUICK COUPLING VALVE W/ YELLOW LOCKING COVER
APPROVED MAINLINE • USE SCH, 40 PVC FOR 1-1/2" AND SMALLER
USE CLASS 315 PVC FOR 2" AND LARGER
APPROVED LATERAL LINE -CLASS 200 PVC PIPE
•' ,.,..·-.
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~--1 EXISTING, DRINKING FOUNTAIN -PROTECT IN PLACE,
,-----1 EXi'STING CONTROLLER • PROTECT IN PLACE '~
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/~------,_,, l=XISTING WATER METER • PROTECT IN PLACE, I
,---------1 NEW 2-1/2" SCH, 315 PVC SUPPl;Y LINE,
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NORTH
'----f EXISTING VALVES • PROTECT IN PLACE.
16/91 FIRST CITY SUBMITTAL
1/2/9 c:,cot!!l CIT'/' Slf.'lMITTl'J.
1 2/93 REDESIGN
.
DATE I)'( DESCRIPTION
REVISIONS
TKE DESIGN IS DIAGRAMMATIC. All PIPING
VALVES, ETC., SHOIIN W!Tll!H PAVED AREAS
IS FOR DESIGN CU\R!FICATION ONLY AHO
SHALL BE INSTALLED IN PLANTING AREJ\S
llllENEVER POSSIBLE.
•
PRIOI! Ti! BEG!lllllf!G ll!IY llORI(
~OfffRACTOI! SHALL IJHERIHIIE
THAT EXISTING HATER PRESSURE
AND VOUJllE IS SUF!ClEllT TO
FACILITATE PROPER OPERI\TIOll
OF All !RRIGAT10N SYSTEMS AS
llES!GHED llERElfl.
IF IT BECOHES E\f!DEIIT THAT
EXISTING CONDITIONS Will
PREVENT THE IRRIGIIT!OII SYSTE!l
AS IJES!G!lED FROH OPERI\TIONG
PROPERLY, OR If THE CONTRACTOR
DISCOVERS Alli' ERROR Ill THE
llESIGfl, OR DOES ROT FULLY
UNDERSTl\111! ANY ASPECT OF THE
DESIGN, THE COIITRACTOR SHALL
Cl\ll THE LIIIIDSCAPE ARCHITECT
IHHED!ATELY. FAILURE TO CALL
THE ll\N!ISCAPE ARCHITECT UILL
RES!ll T Ill THE CONTRACTOR ,
REPLACING llr!Y HOR!( THAT IS NOT
CONSISTENT 111TH THE DEliG!l
INTENT AT THE CONTRACTOR'S
EXPENCE. All REPLACEMENT
• ,. , IIORK SHALL BE DONE TO THE
•, ,,,SATISFilCTIOfl OF THE OWNER. PHOt,E (714) 541-6329
IRRIGATION PLAN
A!'l'ROVEO a.au
PUBLIC WOilKS DIRECTOR
R,[, NO 12806
.
NEWPORT SHORES PARK
OAT 7/1/91
DESIGNED ee, CITV Of tJE\'JPORT BEACH P-5139-S
CHECKED
iir: PUBLIC WORKS DEPARTMENT 5HT ,5,4~ "I
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l. BROOM F!IHSH.
2. #4 RElNF. BAR CONT.
3. R.40IUS EOGES-1/2" TYP.
4. FHl!SH GRADE.
NORTH AMERICAN GREEN 100% NYLON
5. BLANKET P300 OR EQUAL. INSTALL PER
MFG. SPECS. *
6. COMPi\CTEO SUBGRI\DE.
7, BEACH SAND
NOTES:
1. PROVIDE JOIHTS Q 5' ·0"
O.C. OR AS SHGtm Orl
STAKrnG PlAfl.
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l. BROOM fHIISH MEDIUM/HEAVY
PER~ENUICUL/\R TO DIRECTION
or TRAFFIC.
2. JOINTS AS SHOWN ON Pl.Ar< AND PER
CNS STD. DWG: 1so-L
3. RADIUS EOGL-112• TYP.
4. FINISH GRADE.
5. COMPACTED SUBGRADE.
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II 12· CONCRETE HEADER
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* NORTH AMERICAN GREEN INC.
812-867-6632
j fLjL,fL 1t".r1;*!L;:t~i~ ,_;'., :,::\~_~C/t'c-'.V~·~ff~ j ·:---· :--"'---' ,_-;f/a.r:·\:'li"I: ·;\,«,•,,<, "'"•1;i,
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1. CEEPENED FOOTING @ PLAY AREA ~
SEE STAKltlG PLAN fOR LOC/\TlON.
2 ~ BEACH SAND
NORTH AMERICAN GREEN 100% NYLON
3. BLANKET P300 OR EQUAL. INSTALL PER
MFG. SPECS. *
4. COMPACTED SUBGRADE.
5. #4 RE!NF. SAR CONT.
6. RADIUS EDGE.-112" TYP.
7. 6x6x10x10 w:,tJ,M.
* NORTH AMERICAN GREEN INC.
912--867-6632
CONSTRUCTION DETAILS
NE\l\!PORT S1-lORES Pi\RK
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i' IL. D/,TE BY DESCR!PT,oN i APP'D DESiGW [RAtJ,'.7 CITY Of rJE\'JPOllT BEf,CH c,iap.:'f1i;,v;1!h3 ,,
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noPTPfCTO' SHALL P.Ull A l/2" SCHEDULE 40 PVC
POTABl:E WATER L!HE TO THIS ,AR~A. 'CO~TRACTOR
SHA! L l!lSTi\LL A U1lE S!ZE t,.~1E v,,LVt AtlD PLACE
111 'i. nouiio' BOX -SEE OH/Ill "F''. SilEET. 6. EY.ACT
LOCI\T!Oil SHALL BE APPROVED 8Y THE rnsmErn PR!O!t
TO INSTALLATION. I
,·
CONTROLLER 'A' LOCATION, PACIFiC COMTROUER,
ASSEMBLY (PTS) MODEL NUMBER CA-ll-J2, INClUDlNG A
lli\HI MASTER RME-12 CONHlOllER IN f, 'STAINLESS STffl
ENCLOSURE, SEE DETMl G, • CONTRACTOR SHALL
COORUINATE THt 120 'VAC POIJER SUPPLY TO Tll!S
LOCATION ,~ND MAKE THE fltlAl HOOK-UP, FINAL
,LOCl\.TION OF THE CONTROLLER SH,~U. 8E3\PPROV£D SY
TliE LAflpscAPE I\RCHITEi::1,;• •J. •
I
P,O,C -POH!T or CONNECTlotL CIJNTRACTOR 'SHALL
RUii A 7' SUPPLY UNE FRO:! HIE EX!STHlG _r_· _
11nm 10TH[ /l~" B!,CKFLO!/ DEVlCL FHt~L
=======~
• lOCATHJN OF TfiE -BACKFLDW PREVENTER SMf,LL Bf •.
APPRDVED BY THE . ENGINEER HIE SYSTHI
• REQUIRES 01_'. G,P.M, MAX. AT J,"1 P.S.l.
ELEVATIOM. OF TflE• !!HER IS !? 1e, • iHGHEST IIEA!l
ELEVATl1JN !S "7.el5, •• --.-.
r~NOTE: SEE DRIP VALVE ASSEMBL\'1
I DETAIL. I, SHE1;;T 7. I
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i '~HE D~~:;:n!AGll~JlM/\TlC, ALL Pl~:~=-1·
VALVES, ETC,, SHOWN !/!THIN PI\VE!l AREAS
iS FOR DESIGfl CLAR!FlCAT!Otl 01ilY AND I
SHALL BE HlSTAllED H! PlANTHIG P.RE/\S lJ
Hf!ENEVER POSSIBLE, ~
I ---=-='===-=· =-,=· =-==»
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111
1.
C01ifRACTOR SH,ill !lETERllHIE
TllAT EXISTiNG I/ATER PRESSURE
AND VOlllHE l S SUFI Cl EfH TO
j FACllllATI: PHOPrn OPERAI!Dfl
I CF All lP.RlGATlOI! SYSTEMS AS I
11 DES!G!IED !IERElll. '
ll lF iT BECOMES EVIDENT THI\! ;
I
·,1,•, EXISTl!lG CONO!TIDNS !l!U »
1
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1 PREVENT TIIE IRRIGATION SYSTE!I :i
1·1 r,s DESIGNED rnori orEnAnoNG I I rnorrnL Y, OR ff THE cm1rnACTOR )
!j DISCOVERS ANY ERROR !fl Tll£ r,
ij OES!ml, OR DOES rmr FULLY ·i
,,· UNDERSTAND ANY I\SPECT OF lllE
1 DES!Gtl, T!lE CONTRACTOR SH4LL
CALL THE LANDSCAPE ARCf:!TECT
lllMW!ATElY, FAILURE TO Ci\Ll
THE LANDSCAPE ARC!l!iECT !!Ill
RESULT !fl HIE CONTRACTOR
REPLACING ANY IJOPK HlAT IS !lOT
CONS!STENl l/Hll THE DEiSGll
mrrnr AT THE CON, RACTOP.' s
EXPENCL ALL REFLAGHIENT
WORK SHALL BE DO!lf, TO Tf!E
SATlSFACT!Oll OF TllE Olll!ER.
I PRESSURE C/\LCULATIO:l FOR:
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1~·-fa;~l~\l:i-~'.J·. ·;'., \1:;;j}itc;fc ;r,_:~~-r l;·~~:
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I 'IA' "E #-· @ 33 '8 GPl.1 : '\! .. Lt .. ( • -__
IRRIGATION WATER ,METER
B.~CKFLOW PREVHlT!ON DEVICE
MAINLINE F!PE
LATERAL LWE. PIPE
ELECTRIC REMOTE CONTROL VALVE
PRESSURE REQLl!RED AT SPRINKLER
MISC. LOSS (20%) OF TOTAL PIPING LOSS)
EL£V.~TlON LOSS/GAIN
TOT/\l PRESSURE REQUmm FOR OPERAT!Oll
4.0D
9,00
2.97
6.08
3,80
25,00
L81
52.65
,,. ..
1216/91
i/2/91
DATE OY
~-
C!.,CJ)!(iil;,
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F!RBT CITY SUBMITTAL
!:ECO~!J CITY cu:2r.~ff7f't1
-
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0€:SC!'?l?T!ON Af'l"D,
REVISIONS
... ----
;,~.• ,,,,, IRBIG/\TION PLAN . ' -
AP?HOVEO
t-'J. a l,,1_L
i"'5EV\JPORT Sl-!ORES P ,/1 11:)) ' ,,, PUBUC worms DiAECT(;?, .I*,! H
R.E. NO 12806
OAiE-. 7/l/91
I CNB DRAW1NG # DESIGNED DRAY/.!:;£? CITV o:: ''E"'~ari~ DEt\CM r-5139-S ee,, ~J "'\..d,.t U ~ 5 Oc CtH;'.CltfO D.t\TE&, 1 "I PUOUC v:omm DEPARTMENT 9 ;i,: ' I • J ---' ,_ ,. ·--~-·-· ------
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All MAIN L!NE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED It-I SEPARATE SLEEVES. MAIN .
LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE
SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER Of WIRES UNDER PAVING.
ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO
PAVING.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES
SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED
PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION.
ALL SPRINKLER HEADS SHALL 8E SET.PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFICED.
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM
COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE REGULATING
THE PRESSURE AT EACH VAL VE TO OBT AJN TIIE OPTIMUM OPERA TING PRESSURE FOR EACH SYSTEM.
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES. ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR
SHALL LOCATE ALL VALVES IN SHRUB AREAS.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH All GRADE
DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS. STRUCTURES AND UTILITIES. THE IRRIGATION
CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK
WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH
WALLS, UNDER ROADWAYS AND PAVING, ETC.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE
FIELD THAT UNKNOWN OBSTRUCTIONS. GRADE DIFFERENCES OR DIFFERENCES JN THE AREA DIMENSIONS EXIST
THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERNCES SHOULD BE
BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION
IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS
NECESSARY.
ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
ALL STATED GALLONAGE$ IN VAL VE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON.
111E SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION.
THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY
THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION.
All LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER UF #14 DIRECT BURIAL TYPE.
USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH
PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS
PROVIDE A MINIMUM OF 1a• COVER OVER ALL PRESSURE MAINLINE PIPE AND 12• MIN. COVER OVER ALL NON.
PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE WITH 36"
MIN. COVER SLEEVE L!JCA TIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL.
ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE A~D
WITHIN 18"OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN
8" DIA. GREEN PLASTIC VALVE BOX.
ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED
COUPLING, ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'OURA' DEEP SOCKET TYPE.
INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE
COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL
VAi vi:::s Ft ow C'DNTAO! S TO PMv1m: OPTlf>.Al IM Pl=AFORJ...v\MC:t=
IRRIGATION NOTES
~----~ ST!in::::NNlME1 ffi. ----GAU~ PE.A M1N1JTE t;J-V>J..Vf.SIZE
A TRENCHING
C SHRUB POP-UP
,---FINISH GRADE
LATERAL LINE
MAIN LINE
or SLEEVE
NOTE;
1.AII plastic piping lo bo onaked In !ronchos.
2.Bundle & tape wiring nt 10' Intervals.
3.Tle o loose 20" loop In wiring al change al
dlrecUon greater than 30•. Untie oil loops
artor all connections have been made.
4.See lrrlga!lon apeclllcatlon9 !or backfill ond
compacllon rcqulromento.
FINISH GRADJ, -----QUICK COUPLING VALVE
(Install 2'" abovo grade
In shrub areas}
ro----PVC Sch. 80 RISER
P\IC MAIN LINE
2 PVC STREET ELLS
PVC Sch. 80 NIPPLE
PVC TEE
NOTE: !H:!TAI.L r FROM HEAREST AD.Ma.NT PAVED AREA.,
™<:: (7141 541-6337
B
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16191
POP~UP SPRAY HEAO-----o;
PVC Sch. 80 RISER ---,
PVC Sch. 60 NIPPLE---,
LATERAL LINE
SWING JOINT---~
PVC Sch. 40 ELL AND STREET IELL
QUICK COUPLER
SYMBOL
V
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0
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LEGEND
MFG. MODEL# GPM PSI RAD.
TORO 570C-4P-i2Q 0.8 20 10'
TORO 570C-4P-12-120 0.9 20 10'
TORO 570C-4P-12H i.1 20 iO'
TORO 570C-4P-i2F 2.1 20 10'
EXISTING VAL VE • PROTECT IN PLACE
RAINBIRD #44 QUICK COUPLING VALVE W/ YELLOW LOCKING COVER
APPROVED MAINLINE -USE SCH. 40 PVC FOR 1-1/2" AND SMALLER
USE CLASS 315 PVC FOR 2" AND LARGER
APPROVED LATERAL LINE -CLASS 200 PVC PIPE
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FIRST CITY SUBMITTAL
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NEWPORT SHORES PARK ~·-. V /93 REDESIGN fl'IJBLIC WCRKS t.,,FttCTOP
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
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MODEL 600 Pl<ESSURE fiEGULATO!i
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·----· ' 2161911 FIRST CITY SUBMITTAL ---~---+--·-·--···----··-. -----. ··-·---~.s•--·-·----
DATE BY 01:.SCRiPTION
PPROV[D
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CITY OF tJE\"JPORT !lEt1CH
PUBL'C WORKS DEPARTMENT
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CNB ORAWtNG O
P-5139-D
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ALL MAIN UNE PIPING AND CONTROL WIRES UNDER PAVING SHAlL BE INSTALLED IN SEPARATE SLEEVES. MAIN
LINE SLEEVE S!ZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE P,PE TO BE Sc.EEVED. CONTROL WIRE
SLEEVES SHAU. BE OF SUFFICIENI SIZE FOH THE REQUIRED NUMDER OF WIRES UNJER PAVING.
All LATERAL UNE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED Pi"llOR TO
PAViMG.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTl1UTIONS OF SMALlcR PIPE SIZES
SHALL BE PERMITTED, BUT SUBSTITUTIONS CF LARGER SIZES MAY BE APPROVED. ALl DAWJ\GED AND REJECTED
PIPE SHALL BE REMOVED FROM THE SllE AT THE TIME OF SAID REJECT ION.
FINAL. LOCATION OF TH~ AUTOMATIC CONTROLLER SHALL BE APPHOVED BY OWNER'S AUTHORIZED
f-iEPHESENTATiVE.
120 VAC ELECTRlCAL POWER SOURCE AT CONTf-~OLLER LOCATION SHALL BE PROVIDED BY OTHEBS. THE
IRRIGATION CONTRACTOR SHALL MAl(E THE FINAL COflNECT!ON FROM THE ElECTrl!CAL SOURCE TO THE
coamou.ER.
ALL SPRiNKlER HEADS SHALL BE SET PERPENDICULAR TO FIN1SH GRADE UNLESS OTHERWISE SPECIF!CED.
HlE IRRIGATION COMTRAClOR SHA'....L FLUSH AND ADJUST All SPRtNKLER HEADS AND VALVES FOR OP1!MUM
C()VERAGE WffH MIN!MAL OVERSPRAY ONTO WALKS, STREETS, WALl s, ETC. n-as SHALL INCLUDE REGULATiNG
THE PRES.SURE AT EACHVA;_vE TOOBT/•JN THE OPTlMUMOPERAnNG PRESSURE. FOH EACH SYSTEM.
TIIIS DESIGN IS DIAGRAMMATIC. AU. PIPING, VALVES, ETC., SHOWN WITHIN PAVEcl AREAS IS FOR DESIGN
CLARiFICATION ONLY AND SHALL BE INSfAUED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR
SHALL LOCATE ALL VALVES IN SHRUC AREAS.
IT IS >HE RESPONSIBILITY OF THF. iRlllGATION COMTRACTOR TO FAMIUAR1ZE HIMSEI.F WITH AU. GRADE
DIFFERENCES, lOCAT!ON Of-WALLS, RETAINING WALLS, STRUCTURES AMO UTIUTIES. 1HE iRR1GATIOfli
CONTAACTOR SHALL REPA!fl OR REPLt.CE ALL HEMS DAMAGED BY HIS WORK. HE SHAU. COORDIN.a.TE HIS 1NORK
W!TH OTHER CONTRACTORS FOR THE LOCATION AND INSTALlAT!ON OF PIPE SLEEVES AND Ll\TERALS 1HflOUGH
WALLS, UNDER ROADWAYS AND PAVJNG, ETC"
00 NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT !SOBVIOUS IN THE
FIELD THAT UNKNOWN OBSTRUCTIONS. Gfl~DE DIFFERENCES OR DIFFERENCES IN THE AREA DiMENSIONS EXIST
THAT MIGHT MOT HAVE BEEN CONSJDERED (N THE ENGlNEERlNG. SUCH OBSTRUCT!ONS OR OIFFER:'1CES SHOULD BE
□ROUGHT TO THE ATTENTION OF THE OWNER"S AUTHORIZE!l REPRESENTATIVE. IN THE EVENT THIS NOTIFICA1 ION
IS NOT PEHFORMED, THE IRRIGATION CONHlACTOR SHALL ASSUME FULL RESPONSiBll!TY FOR ANY REVISlONS
NECESSARY.
ALL SPR!N!<LER EQUIPMENT NOT OTHER'N!SE DETAILED OR SPECIFIED SHALL BE lMSTALLED AS PER
MANUFACTURE:R'S RECOMMEND,~T\ONS AND SPECiFICA1X)NS,
REFER TO S!'ECl•ICATIONS FOR ADDITIONAL DETAILED INFORMATION.
ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, ft.ND MAY
NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERI.-Y WITH THE ON•SITE
GRADES. \F THERE IS AN ELEVAT!ON DIFFERENCE OF 24"0R tvo/JRE BETWEEN THE HlGHES!" HEAD AND LOWEST He.AD
ON A SYSTEM, THE ADV'S SHALL BE IMSTALLED PER THE DETAIL
lHE CONTRACTOR SHALL VER!FY THE STATIC PHESSURE TO 8E AS STATED ON THE SYSTEM REQUIREMENTS
SHOULD THE STATiC PHESSURE EXCEED 20%,, INSTALL A '\rV!LKlNS' 600 SCR\ES PRESSURE REGULATiNG VALVE (IN
A SEPAJlJffE VALVE BOX) OtRECTL Y DUNN STREM-.1 Of THE BACKFLOW PREVENTION DEV!CE. SET THE HEGULAT!NG
VALVE AT 10% HIGHER THAN THE STAfED SYSTEM REQUIREMENTS. SHOULD TilE STATIC PRESSURE 8E LESS
THAN THE STATED PRESSURE, NOTiFY THE .-'\RCHiTECT !MMED!Al ELY.
ALL STATED GALLON.AGES IN VALVE. CALL-OUTS AR[ ROUNDED UP TO NEARt:ST GA! :,,oN.
THE SYSTEM IS OES!GNFD roR THE M1NIMUM CPERAT!NG PRESSURE AS SHO\VN AT EACH POINT OF CONNECTION.
THE l'AAXiMUM DEMAND OF GALLONS Pr:R M:NUTE IS AS SPEC!F!ED, THE iRRIGAI!ON CONTRACTOR SHALL VEFHFY
THE AVAILABLE WATER PRESSURE ON /HE SITE PRiOR TO THE START OF INSTALLATION.
All LOW VOLTAGE WIRE FROM CONTROLi..£R TO VALVES SHALL BE SCUD COPPER UF #14 D!RECT BURIAL TYPE.
USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH W:TH
PRESSURE MAINLINE PIP!NG Wr!ERE f'OSSi□LE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS.
PROVIDE A MINIMUM Oi' 18" COVER 0\/ER ,<.LL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON-
PRESSURE L<\TERAL UNE, ALL PIP[ UNDER PAVED AR[ft.S IS ro 82 1NS"IALLEO iN: PVC SCH. 40 SlEEV~ WITH 35~
f\~;IN. COVER SLEEVE LOCATIONS TO BE. AS SHO'./VN ON PLAJ\!S AND !NSl AU .. ED ?E.!--1 DETA!L.
ALL OUICK COUPLER VALVES /\RE TO BE !NSTALLED iN SHRUD OR GROUND COVER A9EAS \Vl~ENEVER P()SSiBLE AND
WITHIN 18~ Of-THE HARDSCAPE, ALL OU!CK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED !N
8" fllA. GRFEN PlAST!C VALVE BOX.
ALL THREAD[D PIPE CONNECTIONS MI\DE TO SUP-JOINT PVC PIPE SHALL BE MADE WITH A PVC THREAOEO
COUPLING. All THREAOE!l ADAPTERS AND COUPUNGS ARE TO BE 'DURA' OEEP SOCKET TYPE.
lt,lSTl'--Ll All SPRAY HEM1S WiTH NOZZU.':S OF THE APPROPR!ATE DEGREE OF RADIUS fOR HIE AREA TO BE
COVERED. ADJUST ALL NOZZLES-TO EUMINATE SPR:AViNG VVP.Tf:R Of~ BU!LOINGS AND HARDSCAPE, AD ... 1usT ALL
VAl VFS F! OW C-l1NTM! g 10 PAO\/!\!~ OPT!l✓.I. Hvl PfRF'.DRJ..VUJC!=
,------C:OS,TRCU.E?. STATION 1.'IJ.!/BEfi
J CA.ll.ONS PER MINUTE =b----, c::.;~----V A.L VE S:z:E
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NOTE;
1.AII pl~ntlc piping to bo cnakod In lrnnchos,
~.Bundlo t, !apo w!rlna ill 10' lnlorvolc.
3.Tlo a loose 20"' !o~p In wiring ol changfi ol
dlrncllon uroolor ihan :!□•. Uollo all loops
artor uU cormoc\lorm hove boon modo.
4.Sao irrlgillon cpaclllcotlonn !or bnck!III ond
compnctlon roquiromcnt~.
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WALL MOUNT CONTROLLER
VANDAL PROOF ENCLOSURE
ASSEf."Bl Y fl CA-i1-12
MANUFACTURED BY:
PAC!FiC TECHNlCAL SE}.'.tV!CES
23432 SOUTH POINTE CR.
l.AGl..!NA HILLS, CA 92653
(714) 737-6010
CONTACT BRUCE WATSON
NOTE.: All hlro to be h$lalierl 03 pe~ iaca! cude.
Juov!de commetclal padlock ;,md !we (?.) keys to cr1'1ner
(D TEE /\ND MAINLINE
PVC Tl iREAD FITTINGS A.ND
SCH. GO PVC N:PPLES
® 1• G!ITt?. \'/\LVE
(4-'1 '-.:: 1' 100 MESH BAILEY
•y• STRAINER
® 112· HOSE l.llB FOH
llAC!if!JJSH:NG
(!i) 3/4" EPA-CP SERIES
ELECT REMOTE CONTROL VALVE
1~ w1uz1r~S! aoo
PAESSUXS ~GV'1..A TOR
@) P!J\ST!C W<l.VE CO)(
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-I I FIRST AP?R0\/[0 2/6l9il CITY SUBMITTAL
rfl.wltlr-;
112/911 ' ! sr-::co~-~n C!TY SU3t"T1"Tt,L
' ! PUBLIC wom,s omf:CTOR
' ; RE. NO __ 12tl9_6
I DAT"' 7/1/91
---i DESIGNED DRAWN DAYE BY OESCfl!PTION ! APP'D, f.,.f?, ?Sf7
CHCCKEO REVISIONS (2f DAT~ I 'j G:;, • • ! ---=:::---~_, -·------
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CIT\/ o, lj~'''P0'.-1 (''\_J·.,. ~-, D~!'.Cil P-5138-S
PUOUC wmw:s DEPARTMENT SHEET !l c~ 9
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SEE SPECIFlCATJOtlS FOR HEMS NOT COVERED ON 1HESE PLANS.
QUANTITIES INDICATED ON PLANT UST ARE FOR EST!MATlNG PURPOSES ONLY.
CONTRACTOR SHALL SUPPL y SUFflC! rnr PLANT llf<TER!AL TO FULFILL HHENT
OF PLMlS.
ALL PLANT MATERIAL SHALL BE SUPPLIED BY :HE LANDSCAPE CONTRA.CTOR.
TREE IIATERlAl SHALL BE TAGGED BY THE LANDSCAPE ARCHITECT AT THE
NURSERY OF ms CflOlCE.
PLANTS SHi\ll BE SUBJECT TO !NSPECTHHI AND APPROVAL OF THE
LANDSCAPE P.RCH!TECT UPON DELIVERY TO TllE SHE.
TREE AND SHRUB LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND
Sf!All Bt ADJUSTED AS DIRECTED BY THE LMIDSCAPE P.RCH!TECT.
I\Ll GROUND COVERS SHALL BE HEU. ESTABl!SllED ROOTED PLANT MATERIAL IN
FLATS OR POTS.
B!JDS AND BLOotlS ON All PLANTS MUST BE PROTECTED AT ALL T!l1ES
INCLUDING TRANSPORTATION AND rnsrALl.AT!ON.
STAKE AND GUY ,\LL TREES /\S □lRECTEll rn DETAILS llrnEON.
PL/\HT MATERIAL SHALL BE SfiAPrn Atm PRUNED t.nrn lNSTALLAT!Ofl AS
ornECTED BY 1HE Lf,NDSCI\PE ARCHITECT.
THE cornRAGiOR SH!\Ll GUARANTEE SHRUBS, VINES, ANO GROUND COVERS FOR
SIX liONTilS MID TREES FOR ONE YEf,R FROM OATE OF FHl~L I\CCEPTANCf.
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lN ALL TIJ'Af A.RE.AS, ONLY 15 GAL TREES
MIN. SHAU. BE PU\dlED
Ct!T OFF TOP SECTION Of STAKE DAMAGED
BY HAMMEfHNG
CINCH TIES Ol1 APPROVED EQUAL
(2) 2" BY Z" BY rn•~zy-nEDWOOD STAKES on
LODGEPINE POLES
PLAiH GUAnDS. All TR!'ES IN TURF AnE.As.
WATER 11ETH!TION BASIN. 4· HIGH Iii! 1,\ i'. //~--~~~
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~ X i ! ;•)'XX I O•f-~ ROOT BARRIER-PER CITY STANDARDS
rlOOTUAll. 8 ~ t j x I,
BACKF!ll MlX (SEE SPECS,} b ·, , I ~-u:u II' I'-.
:-.: , ~l , 1 , 1 1 1 "-"
S! • ·-!!1:d' p I 11 i ' I ""--·
~ = I ii -'·'---fEtlTlUZER TABLETS (SEE SPECS.j
PUDDLE A!l!J SETTLE BACKFILL PRiOR TO
stm~JG TREE Ill --1 \·' -~ll!a-'111 f~f~
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,"'1lQQIJ'l&L'tfilllil~.
• TFlAflSiTIONAL ZOHE OF COMPf,CTEO,
UNAMENDED NATIVE SOIL
QUAtiIJJj'.: ilZE
]lli;ic-5
BOT,1NICAI NAf1f
200
24'' BOX FICUS RU81GINOSA
SHRUBS
5 GAL. RAPHlOLEPlS !NDICA
'BALLARl NA'
RUSTYLtAf FIG
DWARF INDIA HAWTHORN TRIANGULAR SPACE 3•-0• O.C.
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