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REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
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SHEETS r CARLSBAD lOf I SH?Ef I CITY O EERING DEPART~ENT
ENGIN !)W{:f tn.1,2,1.-WALL AND
FENCE PLAN: GREENS
LA COSTA ODS 1.17
NEIGHBOru:~ & BUILDOUT MODELS, PHASE -
R:\03 /5\8.Eng\Exhiloits\ \Joll o.nd Fence Plan \03751,1 &F O 7. ciwg[ OJSep 20 2006,)6,31 w.o NO 0107 268
BIN:
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HUNSAKER
& ASSOCIATES
SAN DtECO, INC
PLANNING 10179 Hucnneker5 Street
ENGINEERING San Dieg0i C.. 92121
SURVEYING PH(858)5584500· FX(858)558·14J.I
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WALL AND FENCE PLAN: f)l.,J61 'it.~-z. L-
LA COSTA GREENS
NEIGHBORHOODS 1.17
DATE INITIAL MODELS, PHASE 1-8 & BUILDOUT
CITY APPROVAL
R,\0375\&Eng\Exhlbits\\Jnll nnci Fence Plon\0375\J&FOB,clwg[ D]Aug-23-2006,)0,32 W.O NO 0107-268
BIN:
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HUNSAKER
& ASSOCIATES
SAN DIEGO, 1NC
PlANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYJNC PH(es8)S58'4500· FX(858)558·1414
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ENGINEERING DEPARTMENT
SHEETS
lOf
WALL AND FENCE PLAN: ewe., lfz.1-z..t.-
IA COSTA GREENS
NEIGHBORHOODS 1.17
MODELS, PHASE 1-8 & BUILDOUT
Ri\0375\&Eng\Ex"ibits\\,foll onci Fence Plon\0375\,/&F09.ciwg[ OJAug-23-20061)013! W.O NO 0107-268
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PILASTER.
NOTE,
Q) EUR.OFl!!AN l'<EPR.ODUC. TION STONE
-ESTATE STONE: 61'1-23'3-4464
COLOR. HACIENDA TAN oSoHl20.
DOU6LE LAYER. I'll ORCO
6L!:NDl!!D MORT AR. -KHAKI
0 8X8Xl6 PR.ECISION PILASTE;R.
6LOC.K
@] FINISHED oSoR.APe.
W COMPACTED SU6oSoRADE: PER.
l.,;;;J CIVIL OR 50IL5 l'<EPOR.T.
@] CONC.R.TETE: FOOTIN,s,
W N0.3 R.el3A1' I6"",G. 3" CLE:AR. l.::J THR.OUoSoHOUT
r,1 N0.4 RE6AR. AT 24" ... G. I'll 24" L..:.J LAI"
@] N0.3 TIE:5 AT I6"".c.
13) "oLD l'IOR.l.D FINISH" INTEoSoRAL
COLOR. PLASTER. APPLIED I'll
U~E:N Tl:XTUR.e:, l'IASHED TO
E:XPOSE: SAND IN PLASTER..
COLOR. 15 OMEoSoA A811
NOT TO SCALI:
IA I ALL AJ..UMINUM MULLIONS To 6E Po~eR c:.oATl=D l'l!ITH
6AKED ON POLY!aSTE;R. PANT TO 61: MATTE 6l..ACK COL.OR.. ALL
Gal.ASS AND ALUMINUM FR.AMI= IS THI= RESPONSl61LIT'T' OF THI:
<5>Ui;:ST 6UILDER AS Y'<ELL AS THE l'IALL CAP. MASTER 6UILDER IS
RESPONSl6LE FOR MASONRY l'l!ALL ONLY.
@_] ii" THI:: LOl'I! l'l!ALLS ON PLANS ARI= INSTALLED 6Y THE
MASTER DEVE:LOPER rSoUl:ST 6UILDER IS RE:SPONSl6LI:: FOR THI:
l'l!ALL CAP, Ml:TAL POST, ALUMINUM C:.HANNE:L, MULLIONS, a.LASS
AND PLASTl:R..
@J HOA SIDE OF Y'<ALLS TO 61: PLASTERED
VIE~ ~ALL
NOTE: THIS FLAN 15 FOR rii?.EFErii?.ENCE ONLY.
NOT£:,
1-'0A SIDI! 01" i"lALLS
Pl.ASTE:l<.E:D, G-OLUMNS
PLASTEl<.E:D G-OMPLETe:
HOA i F"-IVAT?e
I"
5
Q) 2x4 REDY'<OOD C.AP
0 lx6 C.EDAR FENC.E
60ARPS
0 2x4 REDWOOD
RAILS ON OUTSIDE
OF FENC.E
Ii) lx4 REDl"IOOD RAILS
ON INSIDE OF FENC.E
@] 4x4 REDY'<OOD POSTS
@ 8' O.C.. MAX
@] FINISHED i:,,RADE
[I) C.OMPAC.TED
5U6i:s.RADE AS PER
SOILS REPORT
@] C.ONC.RETE FOOTINi:s.;
SLOPE TO DRAIN
NOTE,
ALL WOOD IS TO BE
STAINED. C.OLOR TO E":"
FRAZEE
SEMI-TRANSPARENT STAIN
"MADERA" C.Z-14-I"!336
NOTE, l'I
2X4 TO F Ac.E Al'IA 'I' FROM
HOUSE. ALTERNATE
PANELS BETY'<EEN LOTS.
6'-0" t~p.
k
14" 4"t~p. 1' 3
Q) 2" SG. TU6ULAI'\ STEEL J..INe,
TE:R.MINAI.., AND CORNER. POST
e,· o.c..
I 8' O.C.. MAX
0 i½," SG. TOP AND BOTTOM RAILS
0 !!:>/8" SG. 191C:.Kl!!T5 114" O.C..
E3
12) CONCl'<!:TI! l"OOTIN6
@] N0.3 '-l:6AR. 16""·'-·
El" Cl.EAR. TH"OLIISHOUT OO!lla
5'-0"fim
OOjll\jhl ,.,) SEE DETAIL A FO" ST'!"LI! l.:J AND COLOR.. DOU6LI!
LAYE;R.
6x6x 6 PRECISION 61.0CK
(!] N0.4 l<.E:6AR. 1-'0"IZONTAL
CONT. TOP AND SOTTOM
r..i "OLD l'IOR.l.D FINISH" INTE6R.AL
t..:J COLOR. Pl.ASTE" APPLIED /Av'
UNEVEN TEXTURE, i"lASHED TO
EXF'OSI! SAND IN Pl.ASTER..
COL.OR. 15 OMECS,A A6I I
I!) FINISHED <SAAD!!:
~ALL
TOP CAP AT ME:TAL POSTS.
::2" X 2" ALUMINUM POST IN l'l!ALL PER l<iNSLO SPE:C:.IF'IC:.ATIONS (114)
S6e-lS"le.
1/4" CLl:AR TEMPERED G-l..ASS PANE:LS.
H/::Z" X 1-1/4" ALUMINUM CHANNEL S1LL 6Y KINSLO.
6XeXl6 PRE:C:.ISION 6LOC:.I< l'l!ITH "OLD ~~D FINiSH" INTE:G.R.AL
COLOR PLASTE;R APPLIE:D W UNt::VEN TEXTURE:, l'l!ASHED TO
EXPOS!= SAND IN PL.ASTE~. COLOR IS OMEa.A Ael I
ex4xl.5 PRl:CAST l'l!ALL CAP. E:U~OF'E:AN REPRODUCTION STONE:.
61'1-2SS-4464. COLO~ HACIE:NDA TAN <5oHl:20 W OR.CO 6Ll:NDl:D
MORTAR -KHAKI
FINISH G.R.ADI: -REFER TO CIVIL EN<5olNEEF1.S PLANS FOF!. rSoR.ADES.
COMP AC:. TED SU61SoAADE!.
CONCRE:TE FOOTINrSo. SE!: DE:TAII.. '6' THIS SHEE:T
NOT TO SCALE
=
5'
2" MAX
C ~OOD FENCE
PL.ASTER. HOA "F-Pl'<IV ATE FINISH 'I'
5 t----i'll,
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=111 m~ ~
=r 'TTl-ttHITT~
~ .2-1 SLOP'!:! MAX. HE:IG.1-<TS 4 LOCATIONS VAR'f'-REFER TO CIVIL
E:NrSolNEERS PLANS.
H •
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11 ; I
i'-O"min. to
da~lr9ht ® ,111
5 1-0"mrn. to
dc>~ll9ht ii <.et -.
l
.--;_-_, 1 r-1
NOT TO SCALE
RE I NFORCED MASONRY
I. Conc.rete bloc.I<. units sl-,0I1 b,s m,sdlum i,i,sl9ht 0nd c.ompl~ i,iith A5TM C"!O, 9rC1de N. Provide
deep-cut bond beG1m units.
2. l".etG1lnln9 l'IGills 0r,d "<:ills belo" 9r0de shGill be 9routed solid.
6. All cells contG1lnin9 reinforcin9 shGIII bs 9routed solid.
4. Immediate!~ 0Her 9routln9, c.onsolld0ts grout using msc.h0n:c0I vlbrG1tln9 equlprr.ent. F1.odin9 ,...111
not bs 0c.cepted. .
5. Mort0r sh<:1I I consist oP ons p0rt Partlond c.ement, 6 1/2 to 4 port s0nd bosed on dr~ looss
volume, 0nd not less th0n 1/4 p0rt nor mars thG1n 1/2 part lims.
6. <5orout .-holl bs 2,000 PSI minimum, propportlon,sd I cement, 6 sand, 2 pea 9rG1vel.
1. l".elnPorcln9 shGill compl~ "itn ASTM AolS, 9rG1ds 40. L0p 40 dlam,st,srs.
e. All stucc.o "GIi Is shc::,11 bs ,...c::,ter seG1led i,ilth thirt~ (30) dGl~s oP stucco c.alor coc::,t. Al I stucco
shG1i I mG1tc.h G1rchitec.turs in color G1nd flnisn, exc.ept GIS r,oted.
CARPENTRY
I.
2.
3.
4.
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All lumber shc::,II "" Douglas fir, No. 2 grade or better, unles!I other,...ise indlc..:ated.
All lumbe,r &hGill be milled, re&.:a,..n, unless oth,9r,..is,9 lndleG1ted.
All connectors, anc.hors G1nd c::,ceessorJee,, including nc::,lls, shc::,11 be Pc::,brlcoted
struc.turc::,I steel c::,nd sh.:.II be hot dipped 9alvG1nized.
Al I surPoces shal I be pointed .,..;th one (I) co.:.t of exterior primer and t"o (2) coc::,ts
of "e.:ather-resistant Al~d enc::,mel. Color Finish shal I be .:as indlcoted on plc::,ns.
All gates shall be self-c.loslng i,iith steel stops.
lnstG1II ,..ood Piller to Pill c::,II lmperPectlor,s on .:all pressure tre.:ated .... ood members
prior to prlmll"'3 c::,nd pc::,lnt1n9.
DATE INITIAL
ENGINEER Of WORI
NOT TO SCALE D
NOTE,
•
• •
"
~ SPOT l"IEI..D ALL C.ONNEG.TION5
@] !";NISH l!>AADI!!
w C:.OMPAC.TED sue-i:s.RADE: FER
1.::J SOILS ;t.EPORT
[I) C.ONC.!'1.E:Te FOOTiNoSo
Nore,
ALL TUeLILAR. STEEL
TO se MATTE: 6LAC.K
COLO!'\
TUBULAR STEEL FENCE
e," SQUARE C,ONC-RETE HOV'! STRIP W HEAVY
f"lASH FINISH (MIN. 2000 PSI AT 2/?J DAYS)
FINISH GRADE 2" FOR GROUNDC.OVER AREAS
FINISH GRADE I" FOR LAl"IN AREAS
1/2 INCH RADIUS
NO. 6 REBAR C,ONT. (LAP 12" AT SPLICES)
COMPAC.TED SUBGRADE PER SOILS REPORT
PROVIDE EXPANSION JOINTS AT 20 FOOT MAX. O.C.. AND V'IHERE
MOV'I STRIP A6UTS ANY CONC.RETE IMPROVEMENT
MOl'I! STRIP TO BE STAINED l"IITH I LB FERRIS SUL.FATE, I GAL MTER
F NOT TO SCALE
METAL ~ENC.ING/ 6ATE5
I.
2.
6,
4.
s.
6.
i.
Fenc.ing shc::,I1 be seG1mless stesl tubln9, grG1de 6, c.onPormln9 to A5TM ASOl-el.
l".ePer to plG1ns Por golv0nizsd or po,...der coG1tin9.
L.c::,ndsc.c::,pe Contrc::,ctor shG1II seeurs c::,11 Pleld m,sG1surements required For proper ond
c::,dequG1ts fc::,brlc.otlon c::,nd inst0 I l0tion. •
Fenc.Ing c::,nd g.:ates shc::,I1 be P.:abric.:ated G1nd .:assembled In the shop to ths greG1test
extent possible.
All ""Ids G1nd other connections exposed In ths finished i,iork shc::,1I bs grour,d c::,nd
dressed smootn .:and so thot the shc::,pe c::,nd profile of the item i,ielded Is pres9rved.
<5ootes shall recelv9 hec::,v~-dut~ spring loc::,d9d hinge G1ee9mblle!I i,iith seif-1.:atc.hlng hc::,rdi,iG1re.
Re Per to notes For Finish. Al I surfG1c.es me:,~ be prims c.oc::,ted "ith s~nthetlc., rust-
lnnlbltlng primer or gG1lvG1nized or poi,ider c.o.:ated. Finc::,I Pinlsn shall b,9
elec.trost.:atic.all~ .:appli9d of t.,..o (2) co.:at!I oP a lusterless c::,lk~d enamel. See plG1n for
color.
All gates shG1il be self-closing ,...;th steel stops.
I 5lOf I CITY OF CARLSBAD
ENGINEERING DEPARTt.4ENT LJQd 0
WALL AND FENCE: PL4N: WN5TRUC-TION DETAILS FOR,
IA COSTA GREENS D-41./t.T·Z~
NEIGHBORHOODS 1.17
DATE INITIAL DATE INITIAL MODELS, PHASE 1-8 & BUILDOUT
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
W.O NO 0107-268
BIN: