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APPROVED: ------------:-------------
DIRECTOR, DEPARTMENT OF PUBLIC WORKS
APPROVED:
DIRECTOR, DEPARTMENT OF PARKS, Bt:ACHES, & RECREATION
DATE:
DATE:-----
!'IEIIISIO:lS DY
Date 6128/85
Drawn OF
Job
Sheet 1
01 5 Sheet~
P-5120-S
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GIA'1tl( sc•u IN MI\U PROJECT 1.0CATION
SYMBOL LEGEND ... POWER POLE
0 MANHOLE
tr FIRE HYDRANT
a METER BOX
-®-VALVE
f-POWER POLE ANCHOR
A MONUMENT
-)I-•-FENCE
BLOCK WALL
15'::, TREE
lJ'-,1>a SHRUBBERY '/,v
.A"""1rr .... ASPHALT PAVEMENT
~B BRICK WALK
I I '-----' CONCRETE
t ~
l'.:.u.L,,,...L/..tL..a BUILDING
-----EXISTING CONSTRUCTION
NEW CONSTRUCTION
___ ,_ CENTERLINE
--5-SEWER LINE
----w-WATER LINE
--,;-GAS LINE
--E--POWER LINE
-m-TELEPHONE LINE
-Tv--CABLEVISION LINE
---6P-SPRINKLER SYSTEM
J:1'. STREET LIGHT
EMERGENCY TELEPHONE NUMBERS
AGENCY NUMBER
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
GROUP W CABLE OF CALIFORNIA
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
634-0251 ---
895·0221 ------------551·7736 _______ _
644-3011 ---------
962-2411 EXT 222-
642·3260-
720·2056-
l-800·422·4133
NAME
DISPATCHER
OPERATIONS
OPEllATOll
OF (~ITY
NEWPOR11
PUBLIC WORKS
BEACH
DEPARTMENT
SAN JOAQUIN HILLS ROAD
STREET IMPROVEMENT
MARGUERITE AVE. TO
8 MEDIAN LANDSCAPING
SPY GLASS HILL ROAD
CONTRACT NO. 2516
APPROVED a.M!•f:Mt Q;t.4., DATE: a-~~-'.9,::,
PUBUC WORKS DIRECTOR R.E. NO. 12806
APPROVED~
DIRECTOR
AREA
N.T.S.
ti
Tft. 1147
PAUL IAAL~EIIIUS & GLEI\I &TAI\IDAGE
. CONTROL CENTER
CHAllLIE R0IIIAN
DAVID ANTHOI\IY
OPERATOR
..
l
2
3
4
5
f
7
8
9
10
ll
12
13
14
15
16
17
18
19
20
INDEX
1 TITLE SHEET
2 SAN JOAQUIN HILLS ROAD STA, 100 + 48.28 to STA. 110 + 00.
3 SAN JOAQUIN HILLS 0RA0 STA. 100 + 00 TO STA. ill-..!J)_Q_,
4 SAN JOAQUIN HILLS ROAD STA, 122 + 00 TO STA. 127 + 07.69,
5 MEDIAN LANDSCAPE STAKING.
6 MEDIAN LANDSCAPE IRRIGATION.
7 MEDIAN PLANTERS AND PAVING.
8 ME0IAN PLANTING AND IRRIGATION DETAILS.
9 STRIPPING PLAN,
10 TRAFFIC DETOUR PLAN.
CONSTRUCTION NOTES
REMOVE EXISTING.
COLD PLANE EXISTING A.C. 3/4", INCLUDING DISPOSAL.
CONSTRUCT VARIABLE THICKNESS TY·E I -CJ-AR-4000 ASPHALT CONCRETE OVERLAY
INCLUDING TACK COAT .
CONSTRUCT 11" TYPE Ill-C3-AR-4000/31 TYPE lll•B2•AR-4000/19" AGGREGATE
BASE.
ADJUST TO GRADE PER C.N.8. STD.-111-1.
CONSTRUCT CURB INLET TYPE OL PER C n.8. ST0.-306•L (W • 15', H • 5.00' ).
SAW CUT, REMOVE EXISTING MEDIAN IMPR0~£MENTS AND CONSTRUCT CURB INLET
iYPE OS PER C,N,B. STD.-306-L (H = 4.5) (NO LOCAL DEPRESSION).
CONSTRUCT 18" R.C.P, 1500 D STORM DRAIN PIPE TO JOIN NEW CURB INLET
TO EXISTING STORM DRAIN MANHOLE.
PROTECT EXISTING IMPROVEMENTS IN PLACE.
RAISE EXISTING STREET LIGHT STANDARD PER DETAIL "A" SHEET 4 ANO EXTEND
STREET LIGHT BOX TO TOP OF PLANTER BOX.
EXCAVATE, REMOVE EXCESS MATERIAL AND COMPACT TOP 6" OF SUBGRAOE TO 95X
RELATIVE COMPACTION.
CONSTRUCT 18" R.C.P. 1500 0 STORM DRAIN PIPE AND COLLAR TO JOIN NEW
CURB INLET TO EXISTING STORM DRAIN. (BACKFILL PER C.N,B, STD.•106-L,
COLLAR PER C.N.B. ST0.-313-L).
CONSTRUCT 6" TYPE C CURB ANO GUTTER rm C.N.B. STD.-183-L.
ABANDON ANO PLUG R.C.P. WITH ll SACK CEMENT SLURRY.
CONSTRUCT NOSE FLARE PER C.N.B. ST0,-107-L.
CONSTRUCT MEDIAN TAPER PER C.N.8. STD.-107-l (MODIFY OFFSET DISTANCE
1.0' TO ALLOW 11' TAPER,
CONSTRUCT 4" THICK "COBBLESTONE" P,C.r PAVEMENT PER DETAIL SHEET 7
ANO SPECIAL PROVISIONS.
CONSTRUCT P0URED-IN-PLAff P,C.C. PLANT"> WALL PER DtTAJL SHEET 7 ANO
SPECIAL PROVISIONS.
JNSTAI L 6" ,CHlDUI E 40 PVC SI [EVI AT W" 0EPTII UNDER PROP0SEO PAVING
CON~TRIJCT I" TIUCK TYPI I 11-f1•AR-4001l AWliAL T CONr"L If 0VFRI AY
BENCH MARK
1.n.M., •o• AT SOUTHEAST CORNER CURB RETURN STA. Jlll' -♦-~-7_._4_8
ELEV. 288.68 M.S.L.
T.11.M., CENTERLINE JNTERSECTT0N WELL MONUMENT FOR SPY GLASS Hill
N0RTII fR0M SAN J0AOUIN Hll LS ROAD. STA. 127 + 54. 75
TOP OF BRASS CAP ELEV. 415,915 M.~.L.
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R.E.No..,,,t,...,ITc=~----• FROM srA. 110 + 00.00
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REVISIONS
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REVISIONS
APP'O.
APPROVED
PUti;g144
STREET IMP. SAN °J8~51G7N11":/Ht) 7:::~F
FROM ST. ,'LLS RO ro srA '4. ,22 +oo.oo AD
CITY OF N • 127 r07.69
PUBLIC wo:=PORT BEACH DEPARTMENT
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I
SPYGLASS
HILL ROAD
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HILLS ROAD 9
CONSTRUCTION NOTES:
CONSTRUCT TYPE "e" P.C.C. CUR~ AND GUTTER PER CITY STD-182-L.
CONSTRUCT 4" T~ICK "COBBLESTONE" P.C.C. PAVEMENT PER DETAIL SHEET 7
AND SPECIAL PROVISIONS.
CONSTRUCT POURED-IN-PLACE P.c.c. PLANTER WALL PER DETAIL AND
SPECIFICATIJIIS,
'NSTALL 6" SCH. 40 PVC SLEEVE AT 18" DEPTH UNDER PROPOSED PAVING.
PROVIDE PULL WIRE FOR ROUTING FUTURE RCV WIRIIIG AND IRRIGATION
LINES.
CONSTRUCT TYPE 'C' P.C.C. CURB AND GUTTER WITH 45' fLARE PER
CITY STD-107-L,
PROTECT IN PLACE ALL EXISTING STREET LIGHTS AND ATTENDANT
CONCRETE PULL BOXES,
PROTECT IN PLACE EXISTING CURB AND GUTTER ON SOUTH SIDE OF
MEDIAN,
REVISIONS BY
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Job #8408
ShHt 5
C-2518 Of 8 Sheets
6()/111 E' CONPU/7' 4NP PULt w,ee IVl!'Ce5842Y
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RAINMASTER fRM-15 -I& STATION AUTOMATIC SPRINKLER CONTROLLER
HOUNT CONTROLLER IN LA MAX• l~RK I VANDAL-RESISTANT
CONTROLLER ENCLOSURE. PAINT ENCLOSURE AS DIRECTED BY
LANDSCAPE ARCHITECT AND/OR CITY. FINAL LOCATION AND
EXACT POSITIONING OF THE AUTOMATIC CONTROLLER SHALL BE
APPROVED BY THE LANDSCAPE ARCHITECT ANO/OR CITY PRIOR
TO INSTALLATION. 120 1/0LT ELECTRICAL POWER FOR AUTOMATIC
CONTROLLER HOOK-UP HAS BEEN PROVIDED.
POINT OF CONNECTION • CONNECT TO EXISTING 2" WATER METER.1
EXISTING WATER PRESSURE: 90 P.S.t. STATIC
30 P.S.!. HIGH DEMAND
SYSTEM DESIGN PRESSURE: 30 P.S.1.
PEAK IRRIGATION DEMAND: 60.0 G.P.M.
-----
I
---
SPYGLASS
HILL ROAD
HILLS ROAD
----------ra•
0
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GENERAL IRRIGATION NOTES
1. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GRllUND COVER AREAS SHALL
BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS I" ABOVE FINISH GRADE.
2. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA
TO BE IRRIGATED UNLESS 1THERWISE DESIGNATED OH THE PLANS.
3. THE SPRl~KLER SYSTEM DESIGN IS BASED ON THE h1NJMUM OPERATING PRESSURE AID
,HE MAXIMUM FLO\I DEMAND S~ONN ON THE IRRIGATION DRAWINGS AT EACH POINT OF
CC,.iNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO
COIISTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON
THE DRAWINGS ANO T~E ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF
CONNECTION TO THE LANDSCAPE ARCHITECT,
4. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE
PROVIDE~ BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR
TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER.
5. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED
AREAS IS FOR DESIGN CLARIFICAITON ONLY AND SHALL BE INSTALLED IN PLANTING
AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,
PLANTING AMO ARCHITECTURAL FEATURES.
o. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR
OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR
BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INOLUOE SELECTING THE BEST DEGREE
OF ARC TO FIT THE EXISTING SITE CONDITIONS ~ND TO THROTTLE THE FLOW CONTROL
AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.
7. 00 IIOT WILLFUlt Y INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN
IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR
DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED
IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT. !N THE EVENT THIS NOTIFICATION
IS MOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ANY REVISIONS NECESSARY.
8. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR
TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND
VALVE ASSEl1BLIES
9. IT IS THE RESPONSIBILITY or THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE
SHALL COORDINATE HIS WORK WITH THE SENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS
FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES iHROUGII WALLS, UNDER
ROADWAYS, PAVING, STRUCTURES, ETC.
10. IN ADDITION TO THE CONTROL NIRE SLEEVES SHOWN ON THE DRAWINGS THE IRRIGATION
CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES
OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.
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Date 8/28/88
Seate 1" -40'-0"
Drawn DF
Job 1"8408
Sheets
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Dato 9/28115
Scali 118'!-1'-0'
Orawn DF
Job IM08
Shtet 7
Of 8 Shell!ls
PLANT LIST
Q!_J_Alll_l_TY
21
148
210
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7458
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GENERAL PLANTING NOTES
!. SEE SPECIFICATIONS FOR :7EMS NOT COVERED C:, THESE PLANS.
C,\RROT 1/000
SWEE! GUM
TOB1RA
. ::OIA HAWTHOR',:
LILY-OF-THE-N:I!
2. QUANTITIES INDICATED Ot, PLAIIT LIST ARE FC, ESTIMATJrlG PURPOSES O~LY
CONTRACTOR SHALL SUPPLY SUFFICIENT PLANT t:ATERIAL TO FULFILL INTENT OF
PLANS.
3. ALL PLAlll MATERIAL SHALc SE SUPPLIED BY "cc LANDSCAPE CONTRACTOR
4. PLANTS SHALL BE SUBJECT TO INSPECTION AIID ,PPROVAL OF THE LANDSCAPE
ARCHITECT UPON OELiVERY TO THE SITE
5. TREE At/D SHRUB LOCAT:OIIS OIi THE PLANTIIIG ,LAN ARE APPROXIMATE ANO SHAL.
BE ADJUSTED AS DIRECTED BY THE LANDSCAPE -RCHITECT.
6 BUDS ANO BLOOMS Otl ALL PLMITS MUST BE PROTECTED AT ALL TIMES HlCLUOING
TRANSPORTATION AND :::ST•LLATJON
7. STAKE ANO GUY ALL TREES ,s DIRECTED IN DE-~:Ls HEREON
8. PLAIIT MATERIAL SHALL BE SHAPED AND PRUNEc -FiER IIISTALLATION AS O!RECl
BY THE LANDSCAPE ARCH;T:C
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CAaO,..,N OF A.AN,-
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SI-RJB PLANTING
(N.LC.)
..... ------·
«a7T"e,o,.L..1..
REll~RKS ---------
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7RO SPACIIIG
TREE PLANTING
CN.I.CJ
TREESTAKNG
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IRRIGATION LEGEND:
:_1:~BOL -~MA~N~UF~A~C~TU~RE~R~~MO~D~EL~~o~_~D=ES~C~Rl~P-'-lt~Ol~l ________ ·~Io~zz~L~E-~RA~O~IU~~~-G=.c..P~.M~
0 RABIBIRD 1812 12" POP-UP MICRO SPRAY JET HEAD MSl2-IBO 9 FT
~ 1812 !IS05-180 5. 5
•
RA:riMASTER
RA lNBIRD
RAINBIRD
~18CO
FEBCO
1502-SBH PRESSURE COMPENSATlt/G BUBBLER SBH 2
RM-15
EFA-CP-PRS
33 lVC
T-113
765
15 ST~IIOII-AUTOMATIC SPRHIKLER COIITROLLER
ELECTR!C REMOTE CONTROL VALVE -SIZE tlOTED
QUICK COUPLHIG 'IALVE W/GREEN LOCKt:iG VINYL COVER
SERIES GATE 1Al1E -L:NE SIZE
PRESSURE IACUUM BREAKER WITH !SO MESH MONEL Y STRAIIIER
23
. l l
---PRESSURE MAIN LINE PIPING -PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR
!'," ANO SJIALLER -SlZE NOTED
~Oil-PRESSURE LATERAL LINE P!PHIG • PVC CLASS 20D -SIZE NOTEO
:::=::.=== PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UIIDER PAVING -PVC SCHEDULE 40 • SIZE NOTED
AIHl•DRAIII VALVE -VALCON 'ADV' -;rrSTALL BELOW EACH SPRINKLER HEAD ON RISER
~ltlDICATES AUTOMATIC SPRINKLER CONTROLLER STATIOII NUMBER ANO FLOW IN G.P.M.
~INDICATES ELECTRIC CONTROL VALVE sm
FINISH
GRADE
EPOXY FILLED
CONNECTORS
SOLENOID ACTUATED ---W
PRESSURE REDUCING
VALVE
3" MINIMUM ------.1.lll
PEA GRAVEL
2" x4" REDWOOD---......,
BLOCK
COMMON AND
CONTROL WIRES
( PLASTIC VALVE B~X
\
SYSTEM MAIN
(12" MIN. COVER)
COMMON WIRE
PVC SCHED,
80 NIPPLE
FITTING AS
REQUIRED
"--SUPPLY MAIN
PRESSURE REGULATING VALVE
WALK OR CURB, ETC.~ ,/
PLASTIC POPUP SPAN<LER
W/ OPTIONo\L SllE tu.ET. ------L.
SCH 10 PVC RISER-
CAS AEQURED TO l'MYENf
LOW IEAC DIIAINAORJ
1~ POP-lP ~ SPRAY JET HEAD
( l'\IC MAIi 12,• ...,
COYER FIIOM l"OlfT
0# CCll■CTICN)
-BRASS WYE STRAINER
W/150 MESH MONEL
SCREEN
THRUIT ILOCKS
PRESSUE VACWM BREAKER
WALL, CUI,B ETC.
SCH
PVC LATERAL
BUBBLER HEAD 6"
ABOVE GRADE
2' ABOVE GRADE
FOR FLOOD BUBBLER
1/2' PVC SCH. 80 RISER
PVC STREET ELL
MARLEX STREET ELL
PRESSLRE COMPENSATING BUBBLER
FINISH GRADE
FltTINQ AS
REQUIREO
PYC MAIN
( ti" IIIIIN, COVEii)
IIIASSELL
QUICK COUPLING VALVE
IMSI
NIPl'I.EI
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