HomeMy WebLinkAboutP_5069_SI
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EMERGENCY TELEPHONE
NUMBERS
AGENCY NUMBER
' ' SOUTHERN CALIFORNIA. 714/ 835-l 111
GAS CO~JlPANY -MR. ANDERSON
SOUTHERN CALIFORNIA 714/835-3832
EDISON COMPANY -MR·. KIRS(::H
PACIFIC TELEPHONE
·COMPANY
• 714/673-0045
CITY OF NEWPORT BEACH 714/640-2221
( WATER 8 SEWER ) -MR. PHILLIPS
ORANGE COUNTY
SANITATION DISTRICT
714/962~2411
EXT. 38
COlv1MUNITY CABLEVISION 714/644-4471
VICINITY
NEWPORT
BEACH
APPROVED
MAP
COSTA MESA
---PARK SITE
HI x,·
..
. ,;
::>WE ~·
NORTK
DATE __ _
DIRECTOR, PARKS, BEACHES AND RECREATION DEPARTMENT
SCHEDULE OF SHEETS
st; r.
NO.
' I-4 LANDSCAPE PLAN
5-8 IRRIGATION PLAN
9-12 CONSTRUCTION PLAN
13 IRRIGATIOi\J DETAILS
14 CONSTRUCTION DETAILS
GENERAL NOTES
I. CONSTRUCTION SHALL CONFORM TO
THE REQUIREMENTS OF THE CITY OF
NEWPORT BEACH STANDARD SPECIFIC-
ATIONS 8 APPROPRIATE STANDARD
DRAVIIINGS UNLESS OTHERWISE
NOTED.
2. ALL E)(POSED CONCRETE SURFACES
SHALL CONFORM IN GRADE, COLOR
81 FINISH TO ALL ADJOii\jlNG CON-
CRETE SURFACES.
3. ALL CONCRETE SHALL BE CLASS
560-C-3250 PCC, UNLESS OTHER-
WISE NOTED.
4. ALL EXPOSED FERROUS METAL PARTS
TO BE GALVANIZED IN ACCORDANCE
\/\/ITH THE REQUlBEMENTS OF THE
STANDARD SPECI Fl CATIONS AFTER
FABRICATION.
TEMPORARY BENCH MARK
THE ELEVATION OF 43.19 AT THE
· C ENTERLII\JE. INTERSECTION OF
RIVERSIDE AVENUE AND CLIFF DRIVE
AS SHOWN ON SHEET 12 HAS
BEEN USED AS THE BASIS OF
VERTICAL CO~JTROL FOR THESE
DRA\1\/INGS.
,
APPROVED I
DATE __ _
ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. 12806
LJ
IMPROVEMENT PLANS CONTRACT NO. ---
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EUCALYPTUS
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CALIF.
FA(\I PALM
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CAPE
HONEYSUCKLE
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OREGON
GRAPE
SEA30NAL ~~
COLOR
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DWARF COYOil"E
BRUSH
OREGON
GRAPE
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S)'MBOL BOTANICAL NAME
COMMON
ALNUS CORDATA
NAME
ITALIAN ALDER ··--
CEDR.US ( EXISTING ) !
..
I
15
GAL. I
15
GAL. .
-
15
GAL
-.. ·-
15
GAL.
-
15
GAL,
32 I ..
4
9 .. -----
5 ' .. _, __ _.
9 I
..
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29
. -----
15 J5 i GAL:·
SHR~aS/VINES ,·z:
't
0----,
WASHINGTOi'.JIA ROBUSTA
CALIFORNIA FAN PALM
BOUGAINVILLEA SPECTABULIS
CEANOTHUS GRISEUS HORIZ.
CARMEL CREEPER
CHORIZE~l!A CORDATUM
HEART LEAF FLAME PEA
Cl STUS PURPUREUS
ORCHID ROCKROSE ;r.).____ COCCULUS LAURIFOLIUS
I
~-.
-11
-27
-·----
I I
.
... ..
5 34 GAL.
5 35 GAL
5 31 GAL.
5 ' 37 GAL.
5 38 GAL -t.,;;.;J' _ LAUREL __ LEAF SNAIL SEED ~ !l==c=R~oT=A=L=A=R==l==A~A=G=a:Ae:eeT~I F=L==o='R"'=A==='==="'1F=="11==
l:;J CANARY BIRD BUSH
5 26 GAL. ,--------
8 0r;:/3 GtJ]Flc ECHIUM FASTUOSM p-'\~-, ---PRIDE OF MADERA f o---j fl==H=A=K=EA=·-={=E=X~IS~T=l~N=G~)~-~-=-·===tt===~~
' ,P \.)£7.J.0 LIMONiUM PEREZil 00 0~--SEA LAVENDER
5 30 GAL. .. ""-~-
-2
I 39 GAL. -••<----
f:'Y OREGON GRAPE
5 46 GAL -. -----
.
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.. -
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ff,(, fll? lf=~M~AAb-N~l"c=A~A=e=Q=u 1~F~o=L=1 u=rv==11 ===41="'==-,l=
TECO MAR I A CAPENSIS , 5 39 GAL. '--1.7-CAPE HONEYSUCKLE .. i ! j
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0----tt==X=Y=L=O=S=M~-~ A= ___ c.::c:s~=JN=N~~E=x=~T~LO""'~=~=A======t!===~l====#=-=====;c ====I 5 12 G,AL. .. .
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CREATIVE TECHt\l IQUES
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LANDSCAPE ARCHITECT CERT. NO. 270
LISTED 01\l SHEET 2 .
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LANDSCAPE PLAN
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TRAILING AFRICAN DAlSY
/ EVERGREEN PEAR
LANTANA
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BRUSH
OREGON GRAPE
CALIFORNll\
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EXISTING PINE---· -_;•"'0
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CLIFF
SYMBOL
GROUf'-JD .COVER
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DRI\/E
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. TURF.
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TURF
HEART-LEAF
FLAME PEA
LAUREL LEAF SNAIL SEED
PREPARED 8Y0 ' i CREATIVE T CHNIQUES
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LANDSCAPE ARCHITECT CERT, NO, 270
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BOTANICAL NAME
COMMON t\lA~AE
ARCTOTHECA CALENDULA
CAPE WEED .
BACCHRIS PILULARIS .
DWARF COYOTE BRUSH
LANTANA MONTEVIDENSIS
TRAILING LANTANA ---
OSTEOSPERl\l1UM FRUTICOSUM
TRAILING AFRICAN DAISY = ·----· --------=--
VINCA MAJOR
PERIWINKLE ---.... ---· -.
TURF
---· ,-., ··--·--· ----·-. -
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FLAT
FLAT
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sq. ft
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sq. fl.
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REMARKS
--
PLANT I 2" O.C.
PLANT 12" 0. C .
----
-
HYDRO MULCH
---------... ________ ,,.
HYDROMULCH
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CllFF
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CAPE
HONEYSUCKLE
PLAN
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CORAL GUM
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EXISTING PINE
FESTUCA RUBRA \ --:---r-·vr=-=~Y--•-·
BLACK
PINE
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HEART-LEAF FLAME PEA
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USH
OR\VE
--f-
COYOTE
PREPARED .BY , •
/; EATIV~ TECHNIQUES
{/J,,u,&u . #)1/141,tU ,o(t1./71:,
' T. NO. 270 LANDSCAPE ARCHl~ECT CER
CAPE HONEYSUCKLE
\
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_M_A_T_C.:..H_::l:.:_I NE -SE£ SHE£ T 2
EVERGREEN PEAR
SEASONAL
COLOR
LANDSCAPE.
HM
PLAN
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__E'_EPPEf1~ TREES
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TELEPHONE.P_Ql,f::_S. \
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PA1.MS
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LANDSCAPE AR~ .1b
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HEET 3
TREE
SUPPORT !k
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STRAPS
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STAKE
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I/Pt!A1M ,5, ~ /{'In /11,
LANDSCAPE ARCHITECT CERT. NO. 270
-,~,-•"-----'" ----
/.) // ;:-V¥£--
Mi\NU Ft'.\CTU RER t<ODEL NO. D£SCRIPTIOi"~ NOZZLE I RAJIUS G.P.M, p .s. l. PATTERN
l
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G'.US\,,JOLD
GfUS~!OLG
BUOCNER
CLAYTON
NIB CO
SIM[\;or-Js
VALCON
P260-_CV-R-X ! !LC.
.P310,-C\_'_-__ R_ -X I l P260-CV-R-X
-P210 -CV-RcX
PIIO -CV•-·H
GL-67
GL-67
GL-67
GL-67
GL-67
GL • 67
GL -67
CK. VA~VE
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611 POP~LlP SHRUBBERY ;:iPRAY
26--P,J
131SS-H
1.31SS-Q
1315S-LA-F
l31SS-Lfi~H
131SS-LA-Q
220(F·ST
1 1 l l
INPACT SPRINKLER
l 1 ' STREA:,1 SPRAY
1 :
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• LmJ ANGLE 1 :
BUBBLE HEAD
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6R/1L
7L ;
I 4R/OL
3L I lL ' 680F
580H
68GQ
GBOFU
680HU
680QU
680HLU
680Hfi
680li0
11/64"
5/32!,
9/64"
1/8"
46 FT. ,., f'-, c.~ t:O FULL
4:1 7,2 40 PART
39 5,3 40 FULL
36 ' " 4,c 40 PART
29 2.7 40 P/\llT·
15 "3.2 30 FULL
15 2.4 •JI) JL, l-if\Lf
1S 1.8 30 QTf<,
12 l.8 20 FUL.L
!2 1.2 20 HALF
12 0.8 20 QTR.
5x8 l Ll 20 l-lP..LF
9 1.2 20 HALF
9 o.a 20 QTR.
40 r: ,_, 40 FULL :;; • J
44 4.5 40 PArff 3Q -✓ ? " --" 4,,
V PART
37 3.0 40 ?A.RT
~~ 1·
1.1 25 HftlY 0.7 25 QTR.
15 ' 1 q 25 FULL ...
15 Ll 25 HALF
15 0.7 2S QTR.
1.:.-;xJ D)l 1 STRIP
2406
2000E
13RLT
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T-113
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ADV
I
SER1ES ELECTRIC CONTROL VALVE -SIZE NOTED
QUICi( COUPLE>IG VALVE Pl LOCKING vrny:._ TOP -3/4,!
REDUCED PRESSURE TYPE; B/\CKFLO,I PREVENTER '",-\'0' \'E L'''E s·zc '.lA,l::. J,L • -L'i, l 1:
SPRING LOADED CHECJ~ vr~LVE ~ LINE SIZE
ANTl-DR.f\HJ \l;\LVE ~ LHH-: SIZE
PRESSURE nAIN LINE PIPDlG -PVC CLASS 160 RING-rin:: FOP. SIZES 2\t AND LARGER Ai'~D PVC SCb.EDULF.. ,;o
FOR SIZES 2'1 AND SMALLER ~ SIZE NOTED
NCN-PRESSURE LAT[RAL LINE PIPING -PVC CLASS 200: -SIZE NOTED
PIPING INSTf1LLED Oi'~ GR/\DE -SCHEDULE 40 GALVJtHZtD STEEL -SIZE '~0T£D
!NDlCATES CONTROLLER AND STATIO!i NUMGER
HWICATES i:LECHHC CONTROL VA'...VE SI/.£
'
• ALL PIPING INSTALLED ON GRi\DE SHALL BF. SECURED' TO SLOPE FACE t~ITH ;~1'x241' G,.1\LVANIZEO STEEL
STAKE AND TIED 1/!TII #14 GhLVAIUZED STcEL U!RE EACH TEN FEET ON CENTER.
0 120 VOLT ELECTR!Cf\L POI/ER OUTLET AT THE 1\UTOW(TIC CONTROL!.ER LOCATION SHALL SE PROVIDED
BY OTHERS. IT SHALL BE THE RESPONSWILITY OF THE ;f:R!G.sTIOII CONTR.~CTOR TO MAKE THE FltlAL
HOOK-VP FROM THE ELEC,RJC.'\L OUTLET TO ,THc t,UTllMt\TlC CONTROLLER .
@ ALL PIPING BETiiEEN THE i'OHJT Or CONNECTION A:-.0 BACKfLOW PREVENTER i,ND/OR VP.CUUM 6RE1,KERS
SIIALL BE OF MATERIALS AND rnsTALtP.TION METHCDS RC:QU!RED BY THE LOCAL CODES,
• All PIPWG i!NOER PAVED AREAS SHALL BE INSTALLED PRIOR TO PAVHIG, USE PVC SCHEDULE 40
PIPE FOR ALL NON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED P,REAS,
e FIN.'\L LOCATIO:l OF THE AUTOMATIC CONTROLl.ER AND 8!\CKFLOW PREVENTERS /\ND/OR VACUUM BREAKERS
SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
O THJS UESIGN rs DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN W!THH, PAVED r,REAS IS FOR
DESIGN CLARIFICATION ONLY AND SHALL BE WSTALLED IN PL\fHlNG AREAS ,JHERE POSSIBLE. AVOID
ANY CONFLICTS BETWEEN THE SPR!NKLFR SYSTEM, PLANTING .'\ND ARCH!TECURAL FEATURES.
" Tr.E lRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM
PERFORMANCE At-ID TO PREVENT OVERSPRAY ONTO WALKS, ROAD\,/AYS AND/OR BUILDINGS AS MUCH AS
POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE
CONDITIONS ANO TO THROTTLE THE FLOll CONTROL AT EP,CK VALVE TO OBTAIN THE OPiIMUM OPERATING
PRESSURE FDR EACH SYSTEM. -•
• DO NOT WI LLFULL y INSTALL THE SPRi/·iKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBV mus
IN THE FIELD THI\T UNKNOW, OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES ;N THE AREA
DIMENSIONS EXIST THAT MIGHT NOT H~VE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS
OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.
!N THE EVEN";' IflIS NOT!f!C/\TION !S NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME
FULL RESPONSJalllTY FOR A;,Y REVISIONS NECESSARY.
" lNS•P.LL ALL MATER!f\LS AND EQUIPMENT AS SIIOIIN IN DETAILS. ' '
" IT IS THE RESPONSIB!LlTY OF THE IRRIGATION CONTRACTOR TO FAMlllAR!ZE HIMSELF WlTli All
GRADE DIFFERENCES, LOCATION OF W;\LLS, RET.'\lN!NG WALLS, ETC.. HE _SilALL COORDINATE HIS
WORK WITH THE GENERAL CONTRACTOR ;,Nn OTHER SUB-CONTRACTORS FOR THE L0C/\T!ON AND THE
INSTALLATION OF P!PE SLEEVES TIIROUGfl WALLS, UNDER ROADll.4YS, PAV ING, STRUCTURES, ETC.
0 TrlE SPHINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE or 70 P.S.I. AND A
MAXIMUM DEM/\ND OF).20 G.P.M. AT THE POINT OF CONNECTION. THE IRRIGATION CONTPJ\CTOR SHALL
VERIFY ON SITE PRIOR TO CONSTRUCTlON.
@ rn ADDITION TO THE CONTROL Li!RE SLEEVES SH0\1N ON THE DRAWINGS THE !RRIG/\TION CONTRACTOR
SHALL CE RESPONSIBLE FOR HIE INSTALLATION Of CONTROL WIRE SLEEVES OF SUFFICIENT SIZE
UNDER ALL PAVED AREAS.
" THE lRR!GAT ON CONTR4CTOR :itlALL INSTALL ONE LINE SIZE VALCON ''ADV" ANH-DRAIN VALVE 1N
THE RlSER N PPLE OF EP,CH IMPACT SPRINKLER.
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BY JP:Ci<ING OR 80l1.ING. SEE SPEC I S
FOR SLEEVING REQUIREMENTS.
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~ EXISTING PLM4TING. lRRIGATIOi·l CONTR!\CTOR
\ SHALL BE RESPONSIBLE i'OR REPU1CING A:Jy ' A EXISTING PLANTING DAMAGED BECAUSE OF HIS
'· ·, , " OPERiiTIONS. COORDINATE ALL \✓ORK HITH THC
ou:1rn' S P.UTl!OR!ZED REPRESEN:,\TlVE.
CLIFF
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LANDSCAPE ARC ITECTCERT. ND, 270
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TUO 2n lRRIGATIDri ~;.i'\TER METERS
(TO BE PROVIDED BY OTHERS). SEE
li!STALLATION DETAIL.
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::::--..
\ ' \
l4ATCH LINE -SEE
ft -
I I l }
&'
/ ! d l f
PREPARED BY ,
I
/ l ' ' I I I f ,-
!
l I
CREATIVE TECHNIQUES
1f;;t/j/J;Jti) IJ, ~ ;oh,z/01
LANDSCAPE ARCHITECT CER'f. NO. 270
:-·_,\~T J
' -
SHEET 1
0 ()
'
DP
i I ,,
I
... " ... -·--··-··-",' __ _ i r)o,,v,::
DP
'
IRRIGATION PLAN
8 , !4
~'t) ~ I
C\) \J)
'ii, ~ ' tS'
' ~'-0
-,
t
I,
I
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Q
'
PLAN
$CALE.: 1/211 :: l1 .. 0 11
BRi DG E
OVER
STANDING WATER ON
LEGEND
-35-
T.S.
B.S.
L.P
F.S.
4R
PROPERTY LINE
e.' CONTOJR
I' CONTOUR
TREE
PALM'TREE
HEDGE
CUT SL.OPES
FILL SLOPES
FINISH GRADE
TOP OF STEP
BOTTOM OF STEP
LOW POINT
FINISH SURFACE
RISERS
NORTH
' I
\
CONCRETC
FOOTING
\ €'tX 811
/ RAILROAD
TIES
AVON STREET
111 = 201 -O"
\
\
t
MATCH LINE -SEE SHEET !O
, ' 1 , 'd 11.,
RAILROAD TIE
NATURAL --·----·---
1 ~~ ::-..::::-·---=--.,.-~~-·-~------~ ___ ,.....3.-.
GRADE. •
COUNTERSINK
' l/2"X 15" BOLTS //\ -•
\
I . ' •• 2 -No. 3 Re bar
G'?T;/mJc+TTi~rr=~==J, o/• Typical
. . . ', /.
·"/,:,
. '
SECTION . 0 LiruOFT'".....__ • ,
• ~ . STANDING/
SCALE: 111 = ! 1-0"
0 '" WATER -•
• 0 N •• .. ,_,. .
' • ...l.
r' I • 18" MIN. I --I !2" , I ! 2 II
ELEVATION
SCALE 112" 0 1'-0"
10% SLOPE -
"' _.,_,._~A_.._,,,_~ ;. ~ .. -..
', : : •' ·.,.. ·.a-. '"'
) 12°
DRAIN DITCH
\ ···-··=··
163.5 1
SLOPE STEPS INTO BANK, EXCEPT
ON TIGHT CUR\/ES WHERE SHOWN
SLOPE STEPS INTO INSIDE EDGE
OF STEPS AND CONSTRUCT DRAIN
DITCH
··-.~ .. -
-<""""HANDRAil. POST
10% SLOPE . __,,,_,--~,~
Nc.3 Rebar
I --
,_,,,_ ---,-
•,
112'.
--i·-12"
r-
4
,-2· '-d' ~ >-f-•-~ r
41 -oil
----,------.. -----··· ··-
4"
s" ,,.
8"
4'.
fl'
~,r
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a"
.
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TY
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DETAIL
SCALE ~ 3":::: 1'-011
-·-. ~,, . ',
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SEE
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ro' It r;,,-J
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[12"
-
8" L. .:: ·2 ~
I -! 8" ~
' LL:
LL -_J u
I T
PLAN SCALE !/2."=11-0''
TYPICAL
STAIRWAY
RAILROAD
DETAIL
SECTION AA
11a" • 1' -o"
HANDRAIL J
PREPARED 8Y•
CREATIVE J,ECHNIQUES
~_j;_,___}J_WJii.i.l ro/,z11 /1 b
LANDSCAPE ARCHITECT CERT, NO, 270
! '
•o I _, :
~ ! / -· ,f
~ 0 a.
./
L'ATL
i
\" SECTION
SCALE
,,6 '' THICK SOIL CEMENT
TIE
'J'ESCR!PT!ON
REVISIG!~S
• ---f.
APP'D.
ASSIST. ?dbl.: .-WCi'"\Y-:S D'.i"Cf:(.:1-Cf~
1: ,-_ t..:O. t2SOG
WT
'
"-.. 'v • '
11 ' ' ~ , • ----
11/2" GALV. /
STEEL POST
AND HAND
RAIL
I
)
PROFILE
SLOPE 1/4"/FT.
PLAN
1•·••1 I ,F ;'\h .
CONSTRUCTION PLAN
.CITY OF tlE\'JP-ORT fJE/'.,Crl
\J\
I
MATCH LI/\/E -SEE SHEET 9
(
f
Et•'TP"' ! \I! I ~ l
PLAN
St..CTION B-B
l.l
ENTRY
PLAN
BCR
SECTION
l
BRIDGE
iJETAlL
1
STRUCTURE'-SEE
SH::FT 14
cc w
1-<i
;;i:
0 l-
o:: I o,
I
,. • ',· .· . /. ·'.".
. ~ •• !.'
it> • ·.'
', • ,:, '
.. 0 ~ ~ .,. • ;, ' 0
·:::>-·. . FILL WITH 3/4"
•:, :.:_ __ .. / CRUSHED ROCK
sl ,'\·! l ·~~--··
PLANTER
l/2 ,1 ~ 1 l -() II
z
FEBAR TYPICAL
I I i I
SHEET
.....
/ /
\
\ .,
I
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\
. CLIFF DRI\IE PARK
CONSTRUCTIOf~ PLAN
C,,~ ~ -.A' ,~ .,/
I I \
.
NORTH
411 PCC ENTRY
1/8" 0"
SERViCE
TYPICAL
ROAD -SEE
DETAIL, SHEET
i,./"'3' TELEPHONE POLE
RETAINING WALL.
i
..... ----.... .,, ! ',1
\ /,~:,
j .
-,
-.. __ .... ,
SECTION
12'-o"
BB
/ /
/
ASSlST.
.
FCC ENTRY
\
\
I
I
\
MATCH LINE -SEE SHEET /0
~\,' " •
-----
. 0:i·--· ·--1-••
EXISTING
CURB
I
-~J
CLIFF DRIVE PARK
·CONSTRUCTION PLAN PREPARED BY, C·ML.
L------·--~-~~~~--===-~======--------------------------------------..;_~-..... ----~----..l.::i:::~:N~:::~:.:::.~v.::;:;.:~~:f1:.:.~~;,;;l;;:~.:.T'.£.:~:E~:.:.;;,.·&.:.:.N~;:;T.:~~s~:.;jtl..• -'··,_•''_·· _li_Y ____ R __ E ... v:_:$_1;,_:~.-~:_·~_,i-_·_···_·••·_•~_-·· ___ ~----'_"_"·r_.• J!.,_;,-_:·,._·,,-_:"_·_w_.r ..... l_
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RAIL
, 81-0 11
'
/ 71 -oll
10.5'11 I O .511 10.511 1051' 10.s'' -eL· ' --/ -
7'-o"
10.511 10.51' 10.5" 110.5" 110.5'
/ , , / , . , I ,
.PLATFORM
! 2 2 2
SECTION cc
DD
II -011
i i '
,
10.511 ;•10.511
' 10.511 -~
r
,
10.5"110.s" l0.511 , ,
! ~
RAILING
MATCH LIN£ -SEE SHEET II
' ' PLAN
TOP RAIL
DETAIL
>
NORTH
) 2
I" = 20° -0 11
'.
l
·'
,
OF EXISTING CURB
PREPARED av,
\ \
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.i
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I
ff f l I I I
CREATIVE TECHNIQUES
i f,~ I 11~,1.tU IO(J.,'l,(1(,
'LANDSCAPE ARCHITECT CERT. NO. 270
PICNIC PLATFORM
114 11 = 1'-0 11
SEE RAILING DETAIL
THIS SHEET --
z 2
U) <1 <( [<'. [<'. w I-1-
::c
~ Its :r: a.
SLOPE TOPS OF
ALL POLES~"" ·. ·,
T
ELEVATION
81-o!!
A
,, I ii
4"X !2" BRIDGING.\
CROSS MEMBERS
SECURED WITH
2 -i" BOLTS
81 -0 11
I '11 t1l
3"xI2"x20' "o:'.S ,3-518"XIO" LAG
I ...... ; ' 311X611X201
4"Xi6"X20' TYP. '
·, I~ STAIN ALL MEMBERS OF ~STRUCTURE WITH TWO
I COATS OF NO. 710 SEMI -~ TRANSPARENT STAIN.
NOTE•
ALL WOOD MEMBERS TO BE
TREATED WITH A WOOD
PRESERVATIVE -TANALITH.
TYP. ,~ -"' ::;,, I SCREWS. TYP. \ I TYP. ,,.--___ _,.L=l-c.bmm""'="'"''°''""'=L-:.~=>==-==~-'-.-;-.-'. =7 4"x1s"x20' TYP ,/ . ......______ . , .. ·--7::i:::;:::=-/ .
I -1-CROSS MEMBERS . ) "'-.... POLES TO
ffi1 __j 18" "'Ii '-1-SECURED WITH__ '\BE NOTCHED
a. I • ' I ,2.-1" CARRIAGE 'VERTICAL AS
u,! • BOLTS // SHOWN
<( i .::
1-!g AL.i.. POL.ES TO
:i: o:: • BE TREATED 0 U:: X -.w<e Ll.J:L_5'. T' r-._
-1 ' -~
ELEVATION B NOTE•
!6 1 -0 11
PRIOR TO CONSTRUCTION,
SOILS ANALYSIS IS
NECESSARY TO VERIFY
DESIGN ASSUMPTION.
1-:-.. i=:===:::i ···--------~
RAILROAD TIE s' -o"
STEPS AS NEEDED , --
TO ADJUST TO GRAE£ --·---J:::.;::=====1
"" 2-50d NAILS
TYP. /
c:f • -~1rrr.~ w~-~w.t r.u.11+-.mr'F1====~r=
• ,+ ~ ----~~--~
PLAN
I
l Q
.. ' I I '
I j I I' I: I ' , ,
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3"x12"x20' TYP. L
1
<!°
4'Xl6"X20' TYP. -
0
I CO ,-
i
G.PS,
2101 E. 41h STREET
SUITE 200 BLDG. A
SANTA ANA, CAL.~
CIVIL ENGINEER
CLIFF DRIVE . PAR!<.
IA 92705
14526
CONSTRUCTION PLAN
i APt·'D
I Wf CITY OF tlE\!!PO!lJ BEACH P:-5069-$.
Si1CCT 12 or 14
--------,,,___ . --;?
"'
SET LAWN Hi:AD . 4" ABOVE FINISH
c..:·.::·;:,-__ _,G"'R~A"-Dl::_f:\T TIME OF INSTALLATION
' I" I \ I FINISH GRADE WALK OR CURB
I i ~--··--j L-1
I • I I
i/i(_'. I , 'I' • • ,-,:-<--.... I I --~ ···.'· 11_1 .li~---pap-LJp LAWN HEAD
SCfiJ30J:YJ; NIPPLE ·TBE 12°
MIIRLEX STREET EI.L PVC STREET ELL
~-PVC LATERAL LINE FITTING
POP·UP LAWN HEAD
BUBBLER HEAD
FINISH GRADE
..
' " '. • I ~~~OR
GALV. NIPPLE
GALV. ST ELL GALV STREET ELL
GA' V LINE FITTING
BUBBLER liEAD
l"JNISH GRADE SET ROTOR 4" ABOVE FINISH
GRADE AT TIME OF
INSTALLAT!or •.
ROTOR POP· UP
PVC SCH. ElQ_NIPPLE • TBE
-"--,-~-' µ:\ ! WALK Q8_..fURB
! I 12"
MARLEX STBEETJc=L=L~-~
p_vc _l>_QH. 80 NIPPLE • TBE • 12"
MARLEX STREET ELL
PVC LATERAL LINE FITTING ---~~-
ROTOR POP·UP
j
FINISH GRADE IN LAWN AREAS
FINISH GRADE IN
S_HRU_B AflJ:_A7 -1;,, --r=::--,,,. ~"ri~~7 , . ,
/_if~~ i----· I
9UICK C::QUPl,,J~G_VALVE / =.
I PVC SCH. 80 NIPPLE TBE
_QUICK COUPL,JNG .. YAl,.,,\l.E...
REINFORCING ROD \\
FAST ·LOK STRAP
OR EQUAL
2-MARLEX
STREET ELLS
---
6"
LATERAL LINE /
36"
\
IMPACT HEAD
FAST· LOK STRAP OR EQUAL
ON -GRADE
IMPACT HEAD
FINlSH GRADE
PVC SCH. 80 NIPPLE (3"J
I/IT---( <I") MARLEX STREET ELL
PVC ELL OR TEE
POP-UP SHRUB HEAD
VALVE BOX -···----~
/
ELECTRIC CONTROL ,
VALVE __ _
GALV. NIPPLE
GALV. 90° ~ !r •• u.;i.;[f-
GAU/. NIPPLE
.,
•
FINISH GRADE
TO SPRINKLERS· ANGLE
PIPE TO SPECIFIED DEPTH
WITH 45° ELLS.
!Y ~----•~-::::::::----COMMON WIRE TO OTHER ·--== VALVES ON SAME CONTROLLER.
CONTROL V ES
TO CONTROLLER . _MAINLINE FITTING
ELECTRIC CONTROL VALVE
:11 Ii ,ij
--
PIPE St AND·---,
J -t.. -
,· ~ '
-~=c -SUPPLY L
d
!NE
\ • 1 ,JL. ____ _ef'.
SPRINKLER SYSTEM SUPPLY LINE.-..:,..-
PRESSURE VACUUM BREAl<ER ASSEfvlBLY INSTALLATION
VALVEJ;IOJi .... __ _
PVC MALE ADAPTER---1-h •
2X4"REDWOOD
BLOCK. ____ ~
GATE VALVE
-:0 -· C -¢
GRADE
GATE VALVE -·-·--·
I CU FT, PEA GR_~VEL.
NOTES
o C;,· l."..l'i W!RE TO f:£ WHITE" !'1 LO\ rROL
·~11/•t. • 10 ~ bl.ACK !/~ COLOM.
PEDESTAL MOUNT AUTOMATIC CONTROLLER
,;r_.~ :·-•.,·.·• .. ,_.,,,,";,:,;•-:,.:._.'.,#~FINISH GRADE
j ~: PULL BOX COVER: MARKED 120 VOLT ~ .
• '.';-PULL BOX(SEE IRRIGATION PLAN FOR
• l LOCATIONS)
!; 11' PVC ACCESS FITTING-SIZE AS REQUIRED '.
TYPICAL 120 VOLT PULL BOX INSTALLATION DETAIL
PREPARED BY' DATE
CREATIVE TECHNIQUES DESIGNED DRAWN
11/tUM(J/ jJ ;lUPU..-u I D/zz 11 b 11-"A_r_, ..L.~sv.,.-1 _____ 0_,s_cR_,_er_,o_N ____ -+_••_e_·o.+----i--:----:1
LANDSCAPE ARCHITECT CERT. NO, 270 REVISIONS
CLIFF DRIVE
IRRIGATION
CITY OF tJE!tJPORT BEACH
PUBLIC WORKS DEPARTMENT
PARK
DETAILS
SHEET 13 OF 1'4
' i :
11
l
,.
I (;
SECURE 2"x 4" RAIL TO
DECK WITH 114' Ill :x 6'
LAG SCREWS COUNTERSUN:<
5'
~
2''x 6' i ef'-cf )
D.F. DEC!< ~x
"61-0°
't
\
)(
ELEVATION A
TELEPHONE POLE
CROSS MEMBERS
SECURED WITH 1
I" g! CARRIAGE BOLTS
2° TYPICAL
2''x6"~6'-0" D.F. DECK
CHAMFER END
OF ALL POLES
.
CHAMFER END
OF ALL POLES
j
4'-6" 4 -s 1'-6" I il-------,-5'' --oc-:,,--------t,
SLOPE TOP OF
ALL POLES
'I I
3
PLAN
STAGGER HEIGHT
OF POLES 4'-6'
ABOVE DECK
s'-o"
is 1 -o"
ELEVATION B
BRIDGE STRUCTURE
CROSS MEMBERS SECURED
Vi.llTH I'' QI CARRIAGE BOLTS
NOTE•
PRIOR TO CONSTRUCTION,
SOILS ANALYSIS IS
NECESSARY TO VERIFY
DESIGN ASSUMPTIONS.
STAIN ALL WOOD MEMBERS
OF STRUCTURE WITH 1WO COATS
OF NU. 710 SEMI -TRANSPARENT
STAIN.
2" x 4!' D.F. RAIL
2"x6"x €1-0" D.F. DECK
ROCK OR BROl<EN
CONCRETE IMBEDDED
IN SOIL CEMENT
G.P.S.
210LE. 4th STREET
SUITE 200 BLDG. A
SANTA ANA, CALIFO NIA 92705
4
IVIL ENGINEE
4' -d' oc.
l .:.
TURF PAVER ..
SERVICE 'ROAD o0 o .
0 /
2' I Vo k :rYP V2" :;;, 11-d1 SCALE .// I
-0
/ '/ -/" /
TU
...,_,.,
o0 o RF PAVER b n: ·, ,,_ ' >-" 0 Nit-", r
o0o \ (2.'x4' RWD. HEADER
0 \ -Z'x4' RWO. HEADERBOAR7D
\ z'x2'x 3' RWD. STAKE " • I u y.,_2 x 2 x 3 RWD. STAKE ;..c---4-o" o.c. --
:TURF
(PAVER ~
SCALE ( = !1 -o"
10% SLOPE / 12" -_.,,..
BROKEN CONCRETE
OR ROCK TO
SPREAD
WATER
CONCRETE
FOOTING
DRAIN STRUCTURE
NO SCALE·
SOIL CEMENT
WALK s"
2'-d' O.C.
.
x2'k3' RWD. STAKE ,
2'x 4' RWD. HEADERBOARD)
OPEN
GRATE 12"
'
10 '%
SLOPE
: 6h . .
CONCRETE
METER BOX
BOARD
,.,,------~ ,/,, , . ELD JOINTS I -4-J:. f 1112 11/2 --~
( ·--=-:.r-J, ~-I 11 "--~,==--
I 112'' GALV. STEEL
PIPE RAIL POST.--....._:,,,
SET 80L1S
WITH POR·ROCK
GRIND LEVEL SPOT ON OR FORCE DRILL.
SURFACE OF BRIDGE )
TO SEAT FLANGE ~-"'tQ...---'---Sih ~~// -~~-~·II' V
RAIL FLANGE
'-SPACE 11 • 3
POSTS EQUAL
OVER LENGTH
BRIDGE .. •
BRIDGE
NO SCALE
RAILRO!<D TIE
5"
~
I \ .. I" SqlL ,' • CE~1E!IIT •. . . .
6
.. \\\ ~\ ·,~.~~111·-~-~~c_-,=1,11 ·1_~~~. ~fm1
\' 11 1==-·--··'11'1.
1 "' :1:, Ill~ '1-:l]TIIJI]~°::~=, .1 ' 1
.. " . . .·
4' ." • ·SOil., : • CE~"!,:NT. • . . :.=:-\,
.• ·• _-. · · •.• ·' •. • \fm,lll I , -,. 20 d NAIL@ 12" o.c.
=--·! -jlllliil
---111,1 -~c:c
RAILROAD TIE STEP
114" = 1'-o''
ELEVATION AS /
SKOWN ON FLAN.
!O'Yo
SLOPE
SOIL CEMENT WALK
112" = 1' -o"
CONCRETE CURB DETAIL
D.ETAI L SCALE I"• I'-O"
CITY OF t~E\'JPORT BEACH
PUBLIC WORKS DEPARTMENT.
'
I, I
P-506_9:: S I
! SHEET 14 OF 14
~ 't1 "1-. l
I ~ ,. ' ~ ~ ~ ~ ~
' ',O ~ I
U)
' !
I.'
'