1. The inforrnatio11 arovide~ on this Ce,tiricale ot Comµll3nce is Lrue ane" correct. ' ,.
I ;Im eligible under Division~ oft hr. Busin"ss ~nd Pmfcssiun, Code to :icccpl rtespun,;bili11· furl he building c!csign or sysl~m dL-sign identified on thisCc,nific.:ltf, nfCompl i; mccjrteSF □ mi b l e dc,sign<er) Tr,e energy feature,; anri perform,,.-..,,, specification", materials, comf>One,,,:., and mnn•.1f,1ct1m::d des ices ITT, thr. huilding d",;1gn or sy:;rem 1fosi&n idr.i,riflcd on this ( ertificatr. of Comfllinn"" cnnforrn tn ,~.e re<j11 l,.,ments of Title 24, Part l .:,nd ~art 6 of the C.,librnia Code of H~sul.ations. ~. ·1 he l:>uilding desic<1 fuaturas or system desi~n fuature, identij,ed on this Certificate of Compliance are consi,t,mt ¼ilh the information provided on other applicable campHance documents. work.sfieets, calculation, , plan, ~nd spfc"clflcatl<>ns ;u~mltted to the enfurceme11t ale ncy for approval with thl, bulldln~ permit appllcatlM. ~. I wi ll en1u1~ that a compl-=ted 1ig1"1Ed COD\' ofth li Certificate of CompliallCE oh;IJ be ma:!., wailat le with the buildingpermi:(;) il!ued for t he building, and ma<ie av.1ilobletothe enforcement a~enc·1 fur all opplic;ble ill5f)('ctions. I ,mdrn,tand tha.: a complctcd .siencd COP\' of fais C~rtifical~ of Comflli,mcc is rcqui:cd to he included with the documentation the builder pmvkks to the buildi",€ ow,,e, at occupancv.
Responsible Designer Name:
MEHDI HOSSEINZADEH
Com~rry:
GOUV IS ENGINEERING CONSULTING GROUP, INC.
·Address:
1.5 Srndebaker
Cltlo/SlltE/Zi?C
Irvine CA 92618
CA Building Er. ergy Efficienc•.- Standards - 2022 Nonresidential Compliance Responsible De,~ner SignsttJr"e:
Dale Signe:i:
2024-01·04
License:
E 22037
Phone:
949-752-1612
Generated Date/Time:
Report Version: 2022.0.00CI
Schema Ve~ion: re,, 2022lll01
1/;1 7
Tl
f /
'-.. __.-'V '-. ....--,7 [...-·
Documentation Software: EnergyPro
CompliJnce 10: Ener!1YPro-302B-0124-0B63
Report Generated: 2024--IJJ.[!] 21 :19:30
rT'! u
~~~ ,omu!ii, ,ggrc,ip. inc I..©
15 Studebaker
Lrvine
CA 92618
Irvine
td 949.752.1612
fax 949.752.5321
Palm Springs
tel 760.323.5090
~~ ~
DATE SIG NED: 1_14124
RESTR ICTIVE NOTICE
THESE GE>i~NS, ORA.WING, , A~)
SP COFIC.~TIOri S AKE I H E EXCLUSIVE P~OPE~ I~
OfliOU'ilS E%INEE~lriG CONSJ.TING
GROUP Tl-lEV ARE THE SUBJECTCF CO'f~l~l-ll
,\HD OTHER LEG:,L PKOHCTIOIJ. we·, MN/ ~E
USED IJNL~ SY THEIR l~TENDE-J REC IPIENT AND
ONL~ fG R T HE PFUJE~T DEPIOED HEREIN . NO
P~RT OF THESE l>R~ Vc' INGS A•E TO BE COPIED
l R•N:> >~•HD, HHR(WUU Q , I<()~ G~ I H ~Y
~C USCU, 1'1 WHOL ·, DH 1r, SA" I BY ANY O I H•
SLKSU'1 o" ,o, AN, u I HLH eHOJL'- ' ""
'.l l<UCl"IJME, WIT HOU I THE Pl<IOH EWhCSS
WH ITTCN [Of!S CNT or GOU'IIS me. N[(HI C, C
CONSUL- ,~,, ,;rw u r
D 2017 GOUVIS ENGINEERING CONSUL TING
GROUP IHC.·II LL RIGHTS RESERl'ED
PRO JECT:
CATANA PDP PA2
SITE LIGHTING
NOT FOR BID OR
CONSTRUCTION
DEVELOPER.
McKel lar McGowan
ARC HITECT ·
T he McKinley Assoc iates, Inc.
LOCATION:
Rancho Mirage
CA
REV IS IONS
NO. DATE DESCRIPTIO N
SHEET NAME:
TITLE 24 LTO OU TDOO R FORMS
PR OJEC T NUMBER :
66506
ENGINEER:
DRAFTER ·
SHEET NUMBER.
TITLE 24 L TO OUTDOOR FORMS E-1 .4
TERRA NOVA PLANNING & RESEARCH MCKELLAR MCGOWAN
CONSULTANT
REAL ESTATE DEVELOPMENT
Site
Lighting
01/26/2024
1 1
7-1123
• II., J .u\r,,..,. iiM:l!· .l!V f\P\l#fl JI!
•
' ' •
•
• •
. ,
' .
•
. !il', I IIJf,11 t!i(.J";:r.."f.J'f.li 2,Li!,«._,_,;;•1,1 .~ . . 4 ~ W -...,rr _r ."Cl&i111"Ai'P.J,,:.!11'frd"~ ,~r-1 11 :
• •
• • ,
• • •
n I
~- ilf":C. I Jf -,,--.c: •. \~...,.-;..!1- - ,..._---- , ... ..,. =-..-. ._..,_;ii,--- --~,,,, .r-:--- - -:$>--.. -.--~ ,,_. - -. --~-. ,_ . -':[;. ·~ ~ ~·-""'1-·=-,,,~ ·--~, ••. -. ,,c •·· a..•'-<'"'• ••• -,,,_ •• __ _ . _ ..... . ....... ~.~ . .. .. - -~ "''' . . . . __ ,.. . --· <.r,- .... ,. - . ··~- . ~-• ... ...,. ,. ... ____ _ - --- .... - ... ___ • """ •••• . - • ,r c_ ... -- - ·· - - -...... • - _ ... ·i-r, .. . r . .,-._,__ .. ,..._.;J1..__..-: ...-.; ... ---- ,..,. ... ~-;;;i.- • .., •• ii: _ $,I,._ ~ ~--~.::.:iii...;;:--.;:. .. -.i{ :.~:,);:..::t~ -.,,~- ... - .. -- • - - ~ - ... _ .,,,,... • .. -'".., ~"' - a• ~ ~:F , ""'!It! ,.. .._. .- .., :~. ,--._.:p...,;~._ ·"'~'"" : __ - ,..., ~~, -ta ... ,..,...,,- ·-- «~·• _..,.;p.;. ,.,._ ..... ,.... 1'~6111: ~ - • .. -.,. ---:
.-c ►• !!j,i., • ..,, .,... ,. • ..., --· _,.__ _ _ .. -~ .. ~ -~ .:!! • ... J..,..._.;; View from Ramon Road Northwest to Single Family and Apartments (see key map) CATANA
RANCHO MIRAGE , CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
-
HEITEC CONSUL TING
CIVIL ENGINEER
-
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
Visual
Simulation
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
02/15/2024
12 7-1124
•
• •
•
•
'
"
I
~
Q.
co
E
>-
~
Q)
Q)
Vl
.....
VI
co w
O'l
C
·-~
0 0
>-..... ,_
Q)
Cl.
0 ,_
Cl.
.....
C
Q)
u co ·---""'O co
E
e
'4-
s
Q)
·->
-RI ::::,
"' ·->
I >
i~
I .
ii •
C:
0 ·-...
RI -::::,
E ·-Vl
<(
-z
0::
0 IL
--'
(3 -UJ
(!)
<(~
Z::i:
<(o
f-I
<(~
(.)~
::c
~ !fl a:
a5
C)
z -z z
:5 a.
~ z
i w
I-
C)
z -!::i ::::,
U)
z
0 0
0 w
I-
-w ::c
•
0 z --U)
w
!cc -0
0 U)
U)
<C
!::i ::::,
<C w z
C
-~ C
•
0 z --U)
w
!cc -0
0 U)
U)
<C
>-w
.J
z -~
0 :ii:
w ::c I-
t-
~
:i
Cl)
z
8 0::
UJ UJ
z -(!)
z UJ
-' ->
(.)
t-(.)
UJ
t--I
(.)
~
UJ
0..
(3
Cl)
Cl
z
:'.S
t-(.)
UJ
t--I
~
<(
7-1125
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
w z --...J
~ w a..
0 0:: a..
I
I
I
I
I
I
I
I
,L 75'-0" 1 BUILDING
1 ,
I ~
ls'-O" 18'-0" TYP 24'-0" TYP 18'-0" TYP 1 0'-0"
VV V / V V
1 1 PARKING T DRIVE AISLE r PARKING 1 1
1-n~-------------~L___--u===iu L L
I
I
f~~14~~.;,TION - WEST
SITE SECTION - SOUTH
SCALE: 1/4" ~ 1 '-0"
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
BUILDING
HEITEC CONSUL TING
CIVIL ENGINEER
49'-9 1/2"
~
1 44'-0"
w z --...J
~ w a..
0 0:: a..
~ 1
I
I
I
I 8'-0"
,f ~
36'-0"
DRIVE AISLE
.,, ,
L
I
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Site
Sections
02/15/2024
14 7-1126
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
·- ~ :---.~_
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Project
Entry
02/15/2024
15 7-1127
CATANA
RANCHO MIRAGE, CALIFORNIA
J
~ ...
~
~
'• 1' ~
, .... ?'}r. ' !!.. ~:
~
"'
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
~ •:-.l -~- .... ..
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Central
Paseo
02/15/2024
16 7-1128
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
,
~
~! l[NI" • ,,...,.
45'-3½" - PLAN TWO
.. ~!
10'-o"Llll'-o"
',....
-~,~~" 7 STORAGE
\ ·-
~ i~~~-1-WH 1F~~--j
r-,
\
GRli/1.TRM
0\.1" rnIIJ!CG
1''-5",11'10"
MBEDRM
'1-l"CBILINO
la--0'1!0'--0'
\
\"'·- [J®rrwtj
----C-::- ,- ·, II
\ ', ~- " ), ; . . ' ' .. 2 ' /4.,\rn2 '-, ,· BArn ' II f:.; h CBILIHG , , 9"-l"CE.II.ING i--~ ' \ '
~
F"""-~~~---11 l'v'llv'I O / L:::::::::J L::::::::;;J • 0 I ~-~~~-~1 1:2::JL:SI O """""''-' , - r""""'""'-"""="-11 --/ ,/ '\ "-.,_ ......._/.., RATH2 11 l!A'Jl'I '
11 'l\1"C"II.INO I SWCklll/':- ~
• ',,_ \ ,/ \ ',, / 1 1r-11•.r-,,r
--- ·-~1~ lU--0'1LO'-II'
(- [J®rrwtj
L =-1r~~~jr liir ~t~~~:;1
"--.JIit./
~~ 14"-5'•11'-10"
~! .. ~! ,,..., .. ,,...,. 10'-o"Llll'-o" ',....
I ,- -II
_,,/~~"~ STORAGE
8'-0"
llN
, __ -yt::-
·---1,1l_-n--
I t Ir
~
36'-0" PLAN ONE
0 ''°"""' ~2~/"
----~\
__ J
--
G!lliAI &M 9'l"ClllLING
J.l'-1!'111'-111'
-
cr=oNE1
= 9'-l"ClllLING
1"--0'11'--0"
I::: ~,
••• ,.CEILIN{I
Hr-<1">10'-<l"
//_,,-
1 ~F::---~:f' -
I /
- :i=;;=;;=;f_/ ~.-/·f- ., Ir , ,a./1·,, .. ,,.
//' \
;',, BATH ',
-r "'"'""'.1•·" 1
,,/
~ 8< 0 lv'I -~--- - E L• , 0 • L::::::::;;J
~UNTTONEI
1~~ qJ C:_ ~~E:=-~~
~ ~ RATH '
tS-'l"iT--0'" ,','"""" 11-1•<1
\ \ / . \ .
',j-_ -- IL__J~ - MBEDRM
-, ,-.!"CEILING
'"' lOWJ' • 12'-'l"
I . \
~~ J.r,!"•ll"-10'
11;:~~~::;1~ -,Iii==~
\'--._
F .~ "'"''"''"'""" ..... __ \
~TOJlAGll / :m;2~ "'-,I' - ,_
◄
PROPOSED BUILDING A - SECOND FLOOR PLAN
SCALE: 1/8" ~ l '-O"
, 45'-3!" - PLAN TWO
r
8'-0"
r
36'-0" PLAN ONE
MBF.ORM
9\.1" CEII.INO
18--0"110'--0"
=' iJ.i,~9
l/,-
\ •• _ll .. Ir ,I
' I ',
fJ~}
-\
,."'·--11------+-<!L,rn, '-. lpt.-i•Cl!IIJHO ,
-"
/' \'•,
1' JIAIH •-....,\
\ 9'-l'CBIUl!II 1-
•== !l'-l"CEILING
1~--0"•l0'--0"
//,,-
',
',,..,
0 ~1:2::JL:SI~ 0
0 ~1:2::JL:SI~ 0 .,_,,
,/
~-- BATH2
'< ~"Ul'll.lt;G
\
-,,\
BAnI ';,
9'•l"Ul\11,l"G/1
(
\"-,,_ _.J
~i ,~i
mQ,lUQ
--"'..,~~
~~~
14"-5"•11'10"
[furrf rwq
~
~ 15'.(l',M'
[l@rtrwtj
\
-,~ .. -1 " = 14·-,,,11,10"
.-
_/'w~
STORAGE
---
j, -----
-- " -
w
STORAGE
'""""" ~~~i
11 'S c::::i I
GRF.ATRM
0C1'"1:KILl,ro
,.,.._.,,11'-Hl'
[UNTTONEI
= •·-,·= 10'--0'U'--O"
~
IS.(1'11'--0'"
ilUNITONlll
''°"""'
-,-9'-l"ClllLINtl 14'.!'ill'-10'
----- :m;~~\,
.~1!1l1™2
l~-11~
//
/1 ·-,., Ir 1 ,•/- \
,' BATH_ i -( N"rnnJt,U ,
_/
-/M_ u-- 9'l'Gll.OOI 1~--0· ., .. -'l"
o aL:SII
o aL:S11
-,,,_
i---..:t"~t,'!Jl.u \
\ '\ !
', / ,_ /
_ MWID.KM
~ tol.'a~
\
\
\,,_
.~~
10'./1">1'1./l"
f' I II I •r 1' q _____ _JI 'f 1 11 II
PROPOSED BUILDING A - FIRST FLOOR PLAN
SCALE: 1/8" ~ l '-O"
PROJECT DATA
OCCUPANCY: R2
3 STORY STACKED FLATS
COMMUNITY BUILDING
CONSTRUCTION: TYPE VA w/NFPA 13 FIRE SPRINKLERS
BUILDING A: 24 PLEX - 3 TOTAL BUILDINGS: 72 TOTAL UNITS 2 FLOOR PLAN TYPES
UNITS: 12 TWO BEDROOMS/ I BATH:
◄
723 SQ. FT./ EXT DECK: 43 SQ. FT./ STORAGE: 201 C.F.
12 THREE BEDROOMS/ 2 BATHS:
949 SQ. FT./ EXT DECK: 43 SQ. FT./ STORAGE: 201 C.F.
TOTAL UNITS 24
178'-~"
-=---=
--
36'-0" PLAN ONE
--\ Ffil.~U / STORAGE
\ , __
•=> .-J"CEIIJOO
l<l'{l",l!NI"
',....
i~~ [ \
- -'f-:- --ii
14'-5"•11'-10'
\
\ ~UNIT ONlll
~~~ ----ll
, ....... ,:!'.... ~ -r ii ,, ,., ' \ .
1 BA~<\ KITCHEN
1 'l'-1"1:lm ... ca ~- il'-l"GEIUNG
k-~-~-~~ \o • o - ·~--~·
'- I " I ....a.
--· • o ,,,7
~-~~~-~~~ _9 fry ~""""""""I . .
( RATH ~ ~
:... ""'""""·'/) l is---0",T.(I"
~L-11 ',,, ___ (/'
MBHDRM -•·-,•CBIIJNG ,,-
lO'-O". ll'O" /
i
~-----=~n-it~~~:;11
_ _./
jlJ!~
Hl'{l'",lll'--0" ',....
~UNITONEI
tt¥-A~ 14'.!"•ll'-10"
r·1
;
i J \ __
\ --,,/~~u ( STORAGE
- _ ',,,
178'-i,i"
\
36'-0" PLAN ONE
lf!Pll.M.2
10'~
.....___,'\\
'
••= '---71 ·•-J•CIIIIJNO
10'--0"•1r--O"
( 11 , ""',-.
M Jllil.Jll.M -
';/;<'MIi /
i
/ \ \.
1 BATII \_,'
: 9\.l"l,JllUMJ ~-
1:2::Jl[Q
1:2::Jl[Q
/ ',,
:' .,_,~m.u /
\ (' \_ /
, __ _ L/ iJ I
_//
,~~
, ....... iu ....
r
---....,\~I?l'ff SWRA<IB
\ ? I c::::::I I
GRF.ATRM ... 1•C1<1uNll
14"5"•11'10'
~UNITONEI
~
9'-l"CllillNG U'-0",1-11'
~ 15'--0",7'--0'
~UNITONlll
GREATRM S'-l"GEIUNG
14"5"•11'10'
I
_/ErfJ,~
--
SWRA<IB
8'-0" -i-
STORAGE
--
~tiU/--
•
' I:::
,
45'-3½" PLAN TWO _..._ 5'-o½"
'
~
'""'"''""'"
l.!!D~
'""'"•lll'--0" ~
r·'-GRRATRM
9'-J"CEII.INO
l-"<!'•11'-1(1"
/---
\ \
l&~~---t- w 1f--~--3i ~ -- i
I
I
I
r-"\
.,, L __ ;
__,
P'.C. - J,-c::::_ --- ,,
M4TTWQ
~ ,~ ... -•7-'J"
...._µ/:
c/ ',J 0
"IL/' 0 ---1 :/',,:
~ 11-11"• 7q
M4TTWQ
tt~aUN 14'.!"•11'-l(I"
~
STORAGE .._-)~tiff\"-.._
,I'_ -
if
ii
F
I
--~- ---,
,' I '--.
·/' ',
; BA ' -V,•_,.c:m.c, : '
\\
DATIi\ '
_,//
MBEDRM
~-!'cm.ING lt'-q"zJ~.q·
).._ . .,-/.IW -··-"'"'"'+
~L:SI~ 6 8 IF-~-~--
Q L:Sil:2::J O '[j Ip-~~~~~
'\ \
RATH ': , RATH2 -\-n--f,~wr.•n.,NO , , q.1•r.H1u;;,r,
\> i \ //
•, \ / ', I /
I IJI .._ ------- ..... 6,.... •
----"'\
\
p-~~~1 lfc-~~~~
\"--J 11 L.J
~ l.!!D~
'""'"''""'"
'""'"•lll'--0"
!t1!'~
lt'--O"•IG'--0''
8'-0" , 45'-3½" PLAN TWO , 5'-o½"
---
I
I
I
I
I
_J,r"
"
---) SI'ORAGE ~ti'flf/ /
---,"-..\
_,.,.//
- \ I::: tJ~ tJ~
~~~
l4"5"•1NO"
UUNITTWq
~ 11.(1",?q
//
1a-~~-a.aJ1
rr--,"--.,_
\
Ir--~~~
!! /),- ·-,\ /,-- I '·
II ,- ' .' '
" J, IJAUi \ ,' DAIH\ ',
\
_,//
MBI\ORM q.1•cm.:ING
10'-<l"i]O'--O''
-f !'l"Cl!ILIHO I ' !l'-l'cmil!~,/.._
• • \ _; ~-~~I
o L:Sli:2::1 6 P, I~-~-~-~
0 L:Sli:2::1 9 ·O I~ ~~~ 7 _ .. __ 1~-~=11
' ' ' , '
KlTC'EEN ' BATH2 ,,~
Fl~~ ""'"'-'""';!" :
[juNIT TWtj
GREATRM ~-!"CEILING
14'-'' • 11'-[(I"
I
I
ic-~~~I
\"JIILJ ,~
IIM"•l<M"
; ;
! ___ /
Ir--~~~~
i!lD~ 11,.,,..,m.,,.
-~,,\
'
•== ~-!"cm.ING
l0'-0"•10--0''
-•. \
l
=•
-,
,o~
""'"
_,//
[
~ I I
I........_~ .;,
I
I
I
I
,"
-
~
[
~
~"" --· ~
-
'
~
.
~
;
--._\
_.-.r-,
--- '"
~
§
i -c<
_\
~
~
'
~
t
3'
00 ~
~
~
-$
~
__ Jl•='J:~~~-"--~I I II I ~ ~ t
F ~
DAVID NEAULT ASSOCIATES, INC. HEITEC CONSUL TING TERRA NOVA PLANNING & RESEARCH MCKELLAR MCGOWAN
LANDSCAPE ARCHITECT CIVIL ENGINEER CONSULTANT
REAL ESTATE DEVELOPMENT
Building
Plans
02/15/2024
17 7-1129
CATANA
RANCHO MIRAGE, CALIFORNIA
32'-111/2" A.F.F.
T.O.P.
34'-11 1/2" A.F.F.
T.0.P.
32'-11 1/2" A.F.F.
T.O.P.
34'-111/2" A.F.F.
T.O.P.
10- 01~~~
-------- 1 __ ~ f 11--~ - =;v::- 10~0
--------- ___ 1~-c--~---------
1 • ➔ _/oc•-~-c-/ LI \ L--------------~ ~---,1 1F-~-1
\,_'-
c:::;:;~---:". 'F1-~,1i?1=1-=1~ i
. . I( )--\-. ,-! ! : , <] ;_I l __ J
·-....-,,,....._...._ ( II
-,,," ..... ,,
34'-111/2" A.F.F.
T.0.P.
32'-11 1/2" A.F.F.
T.0.P.
34'-11 1/2" A.F.F.
T.0.P. l
32'-111/2" A.F.F.
T.0.P.
0 0 ~
'C _➔ .. ____ /::Jbl ~~------
~ - ' ----= =
0 DI
------ ~ □ -='.: \ _ ,:<7 ~ >,//-/ ol. - 01 -.'.':-=~ ,:-ijl~ , 7_ ------= '=----~--~- = / ••. --- • I 7 --------.-_ . ,/ _/ --- - --~ 1.,,..--- rr: I - --- ---- ' =-:J ----------
' ln_o.
34'-111/2" A.F.F.
T.O.P.
/711 Ii: • ~====~F===~~ • 1 TI .. - 1 1
~-~-:::,t- 11 ------------~---, __ -------------1' 7~ -~ ::, ~ ---- ---- ~
I I / \.
~ -~-~--- -l'p---
! i 1-1 ,-·1 · <] L_. ·-·~--"j\---/t --- <] '·-- -·µ
---Ii---. -
0 • _J, ~--- •-,0 0 __ -_ ( • ~ T.O.P.
f'.---~~1 1F-- -~ -------------- ; 1 ... ii 10'-6" A.F.F. / / I
_l_ / I ,--' /
J ,, , •I "-----9 ~ [gj ~ ) l;/ ~ 111 .
~ 1«ii-a1L wi ' ".J u /
T.O.P. F--~- ~~ ~ ._:) ]~ '~ 0 •• \ - I (
c--,\ . I : (;) ."' ,. Jei~ - :-.ii.'=~~ 1Jiii ~ 1,1~ i • -,i,~~ ' /- _JI --"---- i---7 _j !..,.._.__, , [.l!!'!-~~ ~ __ = ~ - - / ' __J , • / -J ,
/ -1~ df~l ~ ~:r~ "~-::_ ~~-~iriin ~ ~ 11 1 \ij . 1\
. h,~~-_J I < \ I I : ':
\ ,nu _J l=l1,- c,J t•·,,·[ \~[l f .-.-, ,IT, 0 v·· I• -- • • ) ~-. e----_, • )•:, ·:, •• " ' ' \ ~t =
I ~~1un - _·_·· .'I ~I i --
1~1- . ~=,-ll_ ~JR\~-~~1flJ~fcj ~J/~1i ~=-
I
I
/ T.O.P. -=•~ n~ ,~--
34'-111/2" A.F.F. _____ _ -L_jj~ -~lrc:-7·[~ ~ ("7 \<'l 1-• _ :::r:G73;-,c,-=:ilJI 1 - - - - 'r- lj ((,' j r1+~ ,, __; ...... ' l lQ___:Jjl_/H _d Li ' ~ r\ ·; ! ~l
1 l"1 (/ ~>;1,J -· --:'._J ,_ 'f f--/ :!; Li__ r{· ~ '---- l 1 l'i:.J. • ! ;,!ll'J ~11 • -•·l=t - r--- · 1~·- ' I , ... I~ ~ I ', '·, ! I I • ~ " cl I I
/ A
I
11'-6" A.F.F.
T.0.P.
34'-111/2" A.F.F.
1//-
\. \ / \ / _/ I lttl ~ ·'·'""'- - - - ~-t' , ___ _
r~ .
----->> ~ ~ 11 ___ 0 I ----- ~--;,__-~ ~ 11111 ---#a 7
\
'·--11111_/
--- ( _, - / _,/ ___ r-----------±----1' 1~ ---: -~ -- • / o-ur ----- j =~~ -lb [_/ ~ ---'c;: I ///{
T.O.P. T.O.P.
32'-11 1/2" A.F.F. 34'-11 1/2" A.F.F.
PROPOSED BUILDING A - ROOF PLAN
SCALE: 1/8" ~ 1 '-0"
, 45'-3!" - PLAN TWO
=' iJ.i,~9 fJ~}
/I\
~ i~~~--t- 1F-~~-A
MAP.ORM
9'-l"CEII.INO
Ja--0"1111' ....
' \'-,_
r
8'-0"
r--,~,ljigfJ_fjfjK 7 STORAGE
L..." \ ~--
~
~~~ 14"-5"111'10"
[furrf rwq
" ' i ,__ i ' ,- I
II I ' ', i '. / '
II ' \ \ / °'· I I
• • • II I ·,, __ / I ',, '
II c=f-~ 1-~ f-- . .- - - - - -"
I I ' . I I
! \_\ ,/ \ //,:
----" '·t-~ \_ / / ~ - _, ~-J--.
I L__ \ \ •
~
\ \
r
I I~ __ / __ /---/---/ ---------------~ -1,~
I _-~ -------1~ /
\_ Ill II · 1
·-- -✓-
p,---~ - --------------/ \~
\ -ir- < 0 0
·---111 _//
T.O.P.
34'-111/2" A.F.F. CE :::-::::- - = \ F
_ __,, ➔ ! ,::_~r-
- - -- -- IP dl1 [P QI
~ - --- ·•. " c ~ rr- --rl~.::i---- ~;~r 1 •• ➔·-. I --~;~'2---~ (~ -J I -~------r ---------- f--- - __ __ --=-.=r=---_j ' Q_Q rt---- -- O u
T.0.P. T.0.P. T.0.P. T.0.P.
34'-111/2" A.F.F. 34'-111/2" A.F.F. 34'-11 1/2" A.F.F. 321-111/2" A.F.F.
T.O.P.
32'-11 1/2" A.F.F.
178'-i,i"
36'-0" PLAN ONE ;, 36'-0" PLAN ONE
r
8'-0" , 45'-3½" PLAN TWO ,
I
S1QllAClli "\. ~~~ ,/
-- .
GRF.ATRM 0C1'"CKILl,ro
l4'--5"ill'-Hl"
[!UNIT ONE[
I::: ,~1!1l1™2
10'--0~
/,,~-
1 F--~~-i-_Ulr===-=
I '
0-_/ ·-- :i=;;;;;;a,;;;a;;a; 9'-1" GILOOI
.. -+ ·-,. Ir 1 , .. .a-., .. .q-
.' , \
\ I
.---......____,\
lf!:Vll.M-2
!(I'~
'
~
~~~--~I
~--
.,= \..__71 i'l"CIIIIJNO
,O".a-.1r.,,r( 11 ,, +--~ I
7 "-\¥.i11?lf1 STORAGE
I ._
GRF.ATRM
"'•1"Cl<IUNll
14"5"1!1'10"
~UNIT ONE[
) ---SI'ORAGE ~J?,'f}f/ /
- ' I:::
~~~ 14'-5",INO"
l!UNITTWQ
tJ~
(-
1a--~~-a..aJ1
rr--,"
\
tJ~
Ir---~-~
'
'
_,//
MAP.ORM
Y-l"CEII.JNG I0'--0"11'1./l"'
T.O.P.
10'-6" A.F.F.
~
;
~
~
2 ,' / --,,\ ,/' \ ',\
► 1 ,' ~AIH2 '. ,-' JIArn'-._,' ~ G1•C111L1HO ' 9'-l'mJl!II 1- 1r.a•.r-,.r _ __,_ \ ' ~ /,/BATH \
15"--0'U'--O" -f "1"UJllLll'G !
/ \ \ i
' ,..__\ ' KITCHFN 1 BATH ,, "'-l"CllillNG \ .,_l"l'111UMJ ,- U'-0">1-11" /) ,..- \ ·. ~ J, IJAUi : ,' IJAIH\ ',
11-11"•7.a" -f !'l"Cl!ILIHO I ' 9'-l•cmil!~-/...
~,1,::/, o. == ..,o··..
1 ~-~-~-} -
........._.!.,...
---;;:
',
·-.
~ --~~~-- ~1 0 r::71r::71 0 ··,411~ r-- --, . ~L::;;;J . ,, ',, F'"-~~~~1 0 [8][8] 0
•== "-!"CEILING 10'--0"ilO'_.,.
//,,-
/,--' ,/
'-/_, BATH2 ( BAnI i..-
'< ~"Ul'll.lt;G : 9'-l"Ul\11 l"G/,
\ i ' / ' ', \ / ,' /
•. -· - ~-~-
8 r=~-:;l~ !- liir-J~ ~~-
\ .. _ 111LJ
~i ,~i
W-O"i!U-0"
._ ,-
~ 15'.(l"•M"
[l@rtrwcj
-,~ "'-1 " = 14"-5"•11'10"
.-
i
\ . .__
I ~- II
/ '=nwc~STORAG-E
- Jll-0"1'.4'-Y
--
i
1-._,_ •
..__\ lh="",-""""'.,-J /x. b:--=---=---=-,....---=
,,
! IIJL;;j_t~j;:j:§'.t, ,><, L~~~~~~
_,/
KITCHRi BATH \
15"--0'il'-<"' \ '\ • • / •"-l"CEILIN{l ri~'l"Ul'lll•·G , \ ' /
'•-+- ___ , I\. JP
- MWID.KM
-~ tol.'a~
IIUNITONE[
-,-9'-l"CEILIN{l
l-H"ill'-10"
F
I •
i---~~~l
' \, __ _
,~~
10'./l">IO'./l"
.. ---- \
STOJlA.ClE _L_~~~ \,
◄
PROPOSED BUILDING A - THIRD FLOOR PLAN
SCALE: 1/8" ~ 1 '-0"
PROJECT DATA
OCCUPANCY: R2
3 STORY STACKED FLATS
COMMUNITY BUILDING
CONSTRUCTION: TYPE VA w/NFPA 13 FIRE SPRINKLERS
BUILDING A: 24 PLEX - 3 TOTAL BUILDINGS: 72 TOTAL UNITS 2 FLOOR PLAN TYPES
UNITS: 12 TWO BEDROOMS/ I BATH:
723 SQ. FT./ EXT DECK: 43 SQ. FT./ STORAGE: 201 C.F.
12 THREE BEDROOMS/ 2 BATHS:
949 SQ. FT./ EXT DECK: 43 SQ. FT./ STORAGE: 201 C.F.
TOTAL UNITS 24
F-~-~-~
"
I==-=-~~~ - =-==I '-
/ \
,' BATII '..- KITCHEN
, .,.,.u1•11.1,u,' l "'-l"cmmG
\ / .' 15'--0"aT.a"
~l Jj \., ____ t//
MJllil.Jll.M -
';/;<'MIi /-
~UNIT ONE[ . I
[
11---~~~-,-
_//
,~~ 10-.a-,m_.,.
._ ,-
GREATRM
"'-l"GEIUNG
14"5"•11'10"
I ~- •
_/'¥,iJ,.~ ~STORAGE
'"
"
----~\
_,.,.//
-
!/ ,,, • L::;;;J~ • L :j ----------~~ ..
--=iii-'<: 0 fx'lfx'I O ~ ~~~ ~ ;
! ' ' ' L::;;;Jl:::..::;;J
·-.... / ··• •.. JI ~ 0
KlTC'EEN J BATII \ ,' BATH1 ,,~ ~ F-l"CBILIHG <~'1"l'l'll.lt;G , , ,,_,•ui,u~o, , 15'.(l",M" ' .. "\ , F ,
\ ' / / / ~ ', ' / I / . .
=F'-"-- ~l~
-~--- I0'-0"•10'.(I" CL,
[IQNITTWcj \ .!.,...
GREATRM
"-!"CEILING
14'-'"•ll'-IO"
F
i---~~ ~I -=- ll---~~~-
m1
\,.JIIL/
,~ i!lD~ 11,.,,.,,.,.,,. 1<:r.a-,m_.,.
' -,;,
-
'
~
~ .. -...__ \
STOR/ill~-~P,,_Pfjf- ,..________
~
THE MCKINLEY ASSOCIATES, INC. DAVID NEAULT ASSOCIATES, INC. HEITEC CONSUL TING TERRA NOVA PLANNING & RESEARCH MCKELLAR MCGOWAN
ARCHITECT LANDSCAPE ARCHITECT CIVIL ENGINEER CONSULTANT
REAL ESTATE DEVELOPMENT
Building
Plans and
Roof Plan
02/15/2024
18 7-1130
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
w ~L:. ::- • :,-GJL'.'. e========a !a / ?lf':n; •• R. nPlf':
. j / ·• ... / . __ "' __ /Ir , __ \_\
~ ~ • ·•. =Rl,F· =n=n! // ,-, "' \. • II. • , ::C -. / -, -• ' I I I i • I
1 I // <J-~u' t:ur •\.
C. C. i \
,~ "' □9r D=,□c=ai // ,..... - "· II ' ,, ; ' ~ ~, ·--._ ·-•. -· ! / lld ' ~ • § • " " •
~
L"' .
' • "
!a
~ • -.,
!a
~
~ • -.,
..
"" "" ~ • -'
"'
!a
§
"' • -'
"'
" DC>□· . c:· o□C>
n ,· .•!' .•• •• •• ·,~•,·,· ~' I ··--1,, •• __ _ / I ·-,_ I I ·,
! ! '·
' ' . , =1r 91! ---1 .. • / I /
I [_J.. fl] / ~ 7 J -----,_j
~~!::~~.G SECTION - BUILDING A CD
- Rl[>•• □·□ c:/ [>·
•~<•·.J~
'
/
"'RT[>·, D !1r• . .,-/ I ·-.•
'121u·Ll· r·12· - ·_·: ~~-. \
.,£
.,/ l[•c;· LJ .· !1L<-) '
DC>• □· □c:·· [>·· • \ _,,'/ \ ·--. __ ,.-'
-
\
• • "---.11\ / I
// . n Li2
_j L
DJ• u· u· R1,. rci, -"f.;~r
Rl=:7··71 D
/' i
L]jJLllst •• ·1<\ )~•.
.sk.
D:J. I
LJ I • . _, i
//·',_...-/ DJ• u· □· □• □·
l',/IL__'
Llj', n.
/
~ ·u· □·c;·· DJu1··u\ R1[1 -
~ .. /•· .. 1~ -
/
1\1 =r
/
·.
// Rl=[>·· Rl=:7··71
·. . 011 □.•
'~! _.> ·. /. i
L]jJ'Lllst • W ··Ll. u•12, - -
~ ,___: ur·• .. /
-
// ' •• ;I<\)~•
///
•
b /
_,£ .sk.
• \' ,/ LJ i □:J I •• De;> LJ .· I . I I
'
.. / i
DJL_:· 'u· D. [>·· DJ• u' □• □·· □·
••~~iJ/
/ / ·'• .. // ' -
~
-
/ I' /IL__' //
\ ' 1//
.. = \ . n Lll:2 Llj', n ·~
/
u-u
~~!::~~.G SECTION - BUILDING A @
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Building
Sections
02/15/2024
19 7-1131
7-1132
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
' I
•
35'-11 n - COMMUNITY ROOM
-, ... ,•CEJLIIIG
l<J'-0"1l<l'-O"
r-"
\
',....
~IF-~-:-3I
\ I
~- ~--,;r 11 / -h
I
.l
-,
7 \ E./il~E.@f- STORAGE
I ,_
Glil!ATRM !l'-l"CEJLlliG
lN"1ll'-lO'
~UNIT ONE!
2~ : ~ Ill
, \ ',
' ' RATH,,\
'· .,._,,.a.uN(l J- Ht~
lf-(!'11'-0"
I
I
I
I
I
I
I
I
L_
lt:-~-~-;8 _,
p-~~~~~~\
9<J~~11
', I/
~~ /~~~I ,l I
I
I
r il[jt~~~::!1
-
!r.Fc
•=
w.~ 1$--0"•1'-II"
~UNIT ONE!
i-V-A~ ,. • .,., ,.._,g"
//_,-
'
'\_,
•= I I --~
// E./il~E.f.,lf- STORAGE
/
L_____ - -
8'-0"
"
I " ----~,.-
_ -,:__...-/
--- ~
~\
~ 36'-0" PLAN ONE
0 STORAGE EXTDJ!CK /'1
,,,._,,.x..,.,;• / ___ ,, /
OJWATRM.
r.;.~~i
~UNIT ONE!
~~ 11'-0'',7'--0'
I::: ,=,
!1'-l"<EUNO
w·..,..,w,..-
/✓--
lf-:-~-:-11 ~
I /
!1'-1"CSlill!O 1r-/ MDIIDRM
ii ,J ., Ir 't m..,.,mo·
11 , / ',
ii / ,, '.
//RATH ,
-r "-1"C"ILL..-+ ,'
159'-9¾"
•
\
36'-0" PLAN ONE
==, !l'-l"CEILThKl
IG'-<l",HM"
r-'
\
',....
~1f-.-~-;31
MDEDRM ~-
,_,.CHILI>«l 11~;:::a;r';;;;;=,c ~ IU,/h1"./l"( 11 ✓-- J\', , I ',
RATH'"\
.,_,.c""·',.-, "1-
~-/-' '
I '
ORl::AI RM. !l'-l•Cl!IUl«l
14'-.!"• ll'-111'
~UNIT ONE!
~~ 1"-11"•7'--0"
..._ __ ""\
-:1e-<: 0 ' ' F---~-~-~ ~-~-~-~[2;] \_ ;
//,--
,,J
OLl:0/' "":JI:/.,:
w.~ 1r,.r•.,....,
~UNIT ONE!
~~ 14"-Sill"-10"
-- ' ' '
STORAGE / 'rn,!?ff \, I
,? _ 'I-
◄I
,/
' BATH
ii ri~1•CRTLIOO
ii \ \ , " ·- \ /
·-- -- I'--------'~-- ~,!I™
~ lC\0"11:M"
\
r,:::71 '',/'
l=-=--=---=----=-·=-=1~!1--?'"--',',1 :)•,,: -
M==
J-l"CEIL!Ntl ~-lll'--0"111'-'J" /
I
I
RATH ~
q.1•CRTLT/--:/
' I // l!L_____)' ·----c
~ 1"-0"x'l'--0"
~UNIT ONE!
~~~~j~ JI 111 I[ ,
"- I I _/
Ir~~~
Ulu:AI .RM ,,_,.CEIUNll
1-r-.,•1 ll'-10"
F
,~i ,,,.....,,,.... N-DdlN.t.
HM"iltl'-<J"
~
I,, I _ _.
\,'- __
I ,
_/ ~&9 ~ STORAGE
PROPOSED BUILDING B - SECOND FLOOR PLAN
SCALE: l/8 11 = 1 '-011
159'-9¾"
35'-ll n - COMMUNITY ROOM s•-on , 36'-0" PLAN ONE , 36'-0" PLAN ONE \ 1
~ 8'-0"
"
1 __ f I -., __ _
, I I
~'----
•
35'-11" PLAN TWO
"' / STORAGE '-; im:w I
_, I I::: ,=,
1"-1. ,-mo , ....... , ......
<j;!lJ!ATRM
l<~~
[!UNIT ONE!
/,/~-
IF=-~-=t--~
I
I
I I
I I
" _;f=;;;,a;o;,;;::;;,!f"_/ MBl!DRM II ,,-- , 1"-!"CS(Ul,!0 I * ., -
~
~ " , I , m..-,,,._ ...
KITCHEN II , ', I
1"l'CH!LING 11 , ,
~ LL- 1·5'--0'•1'4" ",-.-I II /, .. /RATH ' -,, -, "-1'CK1uoo I '- ' -----~~ \ lllr.-f::::'!lfo:QIJ _,/ I I ~ 0 I I -
J 11-1!...~~!C O I I • _,/ ~~~~ I I '3/ , I o
lr=====d W.al!li! I I ~ I
11--0"•l'... r-f- RATH I '. '-!'.:'"CHTLIOO ' I
'·,,\ ____ / I ~
-- ri¥~ ~ ~
UUNITONE!
<J~~ l<'-.1"111'-10"
-), \
STORAGE.,? - ~~ "'--
, 8'-0"
1 "\ 1,,..... ,2co- I :l ' ~
' I
~IN
-.;,
-1;:~~~j~ ~hi ~
111..-= -~-
I
I
I
F 1-~t , ....... , ......
35'-ll"PLANTWO 5'-o½"
* ., -
=====;,- - - - - j I if --1= j. 5 - + .I .L ii - - - - I I i( Ir==:. C::::::,I wm S1QRAGE
co~
'" wm
mi". I
,~2 ,~~_§
~RM2
LIi~
n wm
--a
: LAUNDRY
W i ":;':,?;\~f WID
_____ _J
-----7
1-->1--l-
GIIPATRM
O\.l'ClolJN(l
14·-9.11·-ur /']I 11r-,
~ ,I- I Ill UL~~~~~I
--"\
WUNGS
2441'Xl""' .,._,.uw
licoMMUNITY ROOM[
OWICE
!O'O'Xll'!"
O'-l'Cill
'""- _//
= IO'O'Xll'I' ... ,.<L<l
' W/D ! WID
' _____ _J
-----7
W/D i
'
wm
C711 IIF'.'
~
UM"X'l'_.,
... ,•cw
!I =======' k
KrrGmN
11'--0"Xll'-O'
'1-l"CUi
\
"
,ANT
)(
l:E
'""'
-:,\,--
-- I
I
I
I
I
_J
-"'-,
I R_/
0 \
WOMID>.,_,..,,,;
_.) 0
-... , ... ,..
ilUNITONE!
== ... )'[HUNG
lr-11''•1'-4'
~~
~IUNITONE!
~~ w-,.•11·-10-
--,_ \
STORAGE
mi"·"
◄I
PROPOSED BUILDING B - FIRST FLOOR PLAN
SCALE: 1/8" ~ l'-O"
PROJECT DATA
OCCUPANCY: R2
3 STORY STACKED FLATS
COMMUNITY BUILDING
CONSTRUCTION: TYPE VA w/NFPA 13 FIRE SPRINKLERS
J
9'-l"CBIUNO n--,, MBI!DRM
/1 --,, Ir 1 w..-.i~..,.
/ I \
/,_/BATH '.
-:: O\.l"(Jl<ll.1"'-i
_,,/
o UC2]
o UC2'.i
( 1' Mm
\ '\'CHILI--.;
', \ i
I U --~----"/
\"'-,,_
f~~J
-, ~,!JHDRM
~ !~~
"
'
BUILDING B: 24 PLEX- 1 TOTAL BUILDINGS: 22 TOTAL UNITS
1 FLOOR PLAN WITH A FIRST FLOOR COMMUNITY ROOM
UNITS: 12 TWO BEDROOMS/ 1 BATH:
723 SQ. FT. I EXT DECK: 43 SQ. FT. I STORAGE: 201 C.F.
TOTAL UNITS 22
\ MBEDRM ',~
,-1•m.ooi -,; •~--0",,.,-i·r 11 ,,- l
MBEDRM ,-
~~~ /
' I
,'
'
',
',
C2]U o
C2'.IU o
ul JI
/ ' , BATH·/,
.,_,.C:1<11.1//
' ' I '
- ✓ -/'
DIIDRM2 !"-l"Cli!UNa
IG'.JJ"xHl'.JJ"
DAVID NEAULT ASSOCIATES, INC. HEITEC CONSUL TING
LANDSCAPE ARCHITECT CIVIL ENGINEER
~~}?,ff
'
GRF.ATRM
... 1°CkJLl~<l J,r .. ,•,JlC](I'
"""'"'
ilUNITONE!
~
"-!"CEILING
15--0"•1'-0"
~
15--0". 'NI'
~IUNITONE!
WA~ M'-l"•l!CIO"
i _,,~-
_,,/~~~ -
"
,\-
- '
L_
SWRA<IB /' ~~I
GRP.ATRM
... ]'CKLLI..,-;
l<'-5"•llCJll'
I
UUNITONE!
== .... J"CIIILINu
lt--0"'7'4'
~~
[!UNIT ONE)
SWRA<IB
~~~ lN"•ll'lD'
' IDITDECK \
IIM''XN" "--
ff!DRM2 ,~~..$
I-~ ---11/'ll,1
1 1''\, ,,L .r =•
J _,, MBHDRM
r N"CBIUNO J -- Ir 1 w..-.,,,..,.
/ / ',,
,' I \
/,/BATH •
-~ O\.l'(Jl!II.I,..;
o UC2'.il
o UC2'.II
,'/
~,,_,F}t;lli..,
\ '\ '
', ' / ,,\ ,
~r=<..C'..
\"---
f~~~
-, r,!JlIDRM
~ !~~
\
=•
,o~
=
I
_,,/'
~
"'
--------' ~
.-. [', --- '"
I
' ' , /
.......,.. ________ \
I
00 §
51 !,
~ 0 M
* ., -
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
sS' ,;,
"'
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Building
Plans
02/15/2024
21 7-1133
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
32'-11 1/2" A.F.F.
T.O.P.
91-10" A.F.F.
T.O.R.
34'-11 1/2" A.F.F.
T.O.P.
11'-9" A.F.F.
T.O.P.
T.O.P.
34'-111/2" A.F.F.
T.O.R.
91-10" A.F.F.
T.O.P.
32'-11 1/2" A.F.F.
00 T
32'-11 1/2" A.F.F.
T.O.P.
34'-11 1/2" A.F.F.
T.O.P.
B - - ~ 1--- - ~ / ----\- __ <~ I -- - ;p
~ =
o oj
Jr---~--- ~➔ L~~L \ --1
~_..a- a:::=~J<_--- _-- ci
34'-11 1/2" A.F.F.
T.O.P.
00 ------ ~L 11- _ .<7 1 > _ _.,.../
I 7 ---\ ---- ~~-_,, _// ;==J CF~= -= · ~ _,,, .,
32'-11 1/2" A.F.F.
T.O.P.
34'-11 1/2" A.F.F.
T.O.P.
> /~~ □J ~ -
a::: / ----r - =
o oj
32'-111/211 A.F.F.
T.O.P.
34'-111/211 AF.F.
T.O.P.
1 11 1·\ I ~ I 1 .. 11 r, I ~ I 1 .. 1'-"-1 ~==c;=;i
,,>ri • ~-, f---'-- C-"-- ' 1) -... I ,,..-· 11 • --"'--' -----, ' C-"---,c' r· I -- 0 ,,! ........ ,1F-~-1 := F~-~1 t-··-- ... __ ~ _____ ---j-j-j-_------,/ __ / __ /j 1F-~:, ==: F~-~1 --_<_ / 0 ! T.O.P. ,,.- \ f------ - I ., -- ------j I I - - •• __ / ,., 10'-6" A.F.F.
I O -"-~'co--~ ,i'-, ,-- ~" ----r·/ • 1~--c[: -= _/ /
-
I - - C I e--------- I - l _J - - I a [ I ' . , .. - I [ [ ] • I \ \ , ,, \ I , . . !- 'r ~ ---- A/ ,..l , , _ ( ·--,. ---- '.;;j
1 ~~ -ri;iiiit ~IJ-l' _'_liiiill n' 1 '--=~" _ ~,,i ~~=r \ _ii " ~ :ii' ~<( ... e=c-----t-' ~1·1-· <ii: '--=--,~ec---cri :-1 ' I ~-~ -~ -=i~ ]II ~ 1 ---. ,.. m.=117·7 ~ - - ~ - -~ -~ ~ ~~ ~ :,; I , -1- ::_ 1~~1- :! t::': ----- ~ 1·= r~ ~ -- 1-- 1,c '•1- -- -~ 1~ 1- -1 ~---- -- F=l)i1lil ~ r•b ~1-fillPL"i~ \ ~ Sl - ~-w-=~ ~--111-~ c.:: ~ \ ~~ ~J ,~' i/~J \, _i__J ~ _/ ./ ~ '•,\ ~ ~ ~ I ,/ ~ \ ~,_ ;i- ___.., , .. ' ,,
~
-' l ... /
' i i _.,,~, II - '"- 'l - I I'· _.,, • " j ---~-I II \ .!,'III =====I ·, ./ \ ) =====I II \-. -·/ - · ~-i • l j c___ \ L · - • ~-/ " L I .L - · \
,/7 - ,-- - ---. ,/ - ~ ,-- - ---. \
--1, ~--;-- ~ .....,""'--~ -~-
71'i L, /,1~~~ ~i ~---<i
1 F i >,/" \~
n .. / \ .. _r t II L/ \-JI l
L
l
~
B =
I ~- -
119 'll .............. 1} / / <°" 7 --j7
,,,,,..,/ - ~ tE __ " ---1___ F /. .. ---r -..... < ,) ----/ ✓ // rt'--- -- -- I -□ d1
T.O.P. T.O.P.
34'-11 1/2" A.F.F. 341-l l 1/2" A.F.F.
PROPOSED BUILDING B - ROOF PLAN
SCALE: 1/8" = 1 '-0"
35'-ll" - COMMUNITY ROOM
1 8'-0"
1 36'-0" PLAN ONE
~Bjj:DRM2
1~~_3
r---,~, F?,J,-W'f:,;z STORAGE
~
1 b :::? '.1 n
:n'ORAQE '>im:Wr/ ,, '
I
, ..
I::: lf!DR."2
JG'~
159'-~"
•
,~ .... ----- 18 --:.::/ ___ .. :z; "' .... 1----,_
~ ~==~~ >"--._
T.O.P.
34'-11 1/2" A.F.F.
36'--0" PLAN ONE
~2
l~~ '
~
~--
'\imr~
1 8'-0"
STORAGE
--.
.. _
1 -- ·tl:'::::._ ==1 ,i==
--~)> --\.- ' - ir--
f;_ - - _':__ -
T.O.P.
34'-11 1/2" A.F.F.
T.O.P.
32'-11 1/2" A.F.F.
--- I -□ d1
35'-11" PLAN TWO
STORAGE WJ:Jt>~/--
/ ' - ' I::: rf¼DRM2
10'~
T.O.P.
34'-11 l/211 AF.F.
T.O.P.
32'-111/211 A.F.F.
.
,
~ ,, -
T.O.P.
11'-6" A.F.F.
T.O.P.
10'-6" A.F.F.
r,::::~ ==::iee~===,'1L'""\L -!
7F---~-:::i
GRFATRM ,._,,,r..,u•n
14'-Yill'-10'
GRF.ATR\I Y,l"Ce;LU.•<I
lt'-""•11'-lll" :·111 1 11r·"",
I ~-~---r-11 Ill w- 1F---~-~
GRFATRM .,_,,.aouN(l
14'-S"ill'!O'
GRF.ATRM
q,1'C"ILIN<I
"'-'"•11'-111'
/'
IF---~-i-_u,· J-----L
\ [jUNIT ONE! ,___ [jUNIT ONE! / \, i!UNIT ONE! _ _,, [jUNIT ONE! _ MBEDRM "-,_ ,___ _,, MBIIDR."\I MBEDRM ',_ ---JI 0--'' MBEDR.'4 11'-l"Clill.lMQ - f'-l"CE!t.OOI l'-l"c:&IUNO -,,,,,!==, - ,-1•cm.t'fCi 10'-0"x1"-0" lir ,I / 4-,, ,___ ,,1- ·-, l(l'.(l",12'.(I" 1~-11·.1r.11· ,,- 1-·-, ----ll ,,1 Ir ) 1(1'.()"xl!'.()" ,' \\ /'' ,' ''\ /'
I
/ ~
~
- "'"'" ', KITCHBN 1--- KITCHEN / /.BArn ' : BArn\ • ' KITCHEN ----l I ltITCHEN /' /BArn ' ' - '1 'l'-l"rnILIIIU 'l'-l"GEILl'fll '/ , I r "'--1 'l'-l"<EUNG 9"-l"CBIUNG ',/ J , ', '1-l"UISll,l'fG - 1Nl'K7'-4" I-~- Lf-4"~,•-11" -~ "'"'"~I'll.ING J ' ""'"<Cl'II.ING - lf-11'>7'-0" -'!---JI !Nl',1'--0" -~ ,,_,,~1'11.ING I -- NCI \ / \ ,· N<I -- • ,
2 > I rn ........ ~ ----' ;;,
/ ~ ' - - , ---- ----- "s - r,:,, _ _ ,,, _,L,,~~~=-----=~l~=-----=l~~~ ',, ___ ,,,....._ L.----=.-11 / \ - • .__,,, I D II \ II D I .__,,, ~1-------1 1,..-.111 .__,,, • o a O ~,,0 ~ ~ H< 0 o o 1><1 ----- ---- l><I o r""-"-"'-.'-11 , ,, ,, ,, - .- / ',, ,/ _,.,
' '
: '1-l~lliNc; _,\- w~ ~ i•'\1~lliNG : : .,_,~lliN;Y' ,;- w~ ~ i,---z.1~lliNG :
\ / i 1!'0',7'--0" 1------SI ISCll",1'-0" \ \ , \ / l!'O'•= 1-------SI 1541'x'M" \ \ , \, / _/ '-, \ ,/ \, / / \, \ ,/
~ 1!JEDRM _ u1.. .Ji , ___ -t'· - ',_ , _ t',!JIIDR."\I ~ 1!JEDRM _ ,_ -"'"!="' _''-\ _, jl .J~ _ ~ 1!JEDR.'d -~ (' [IUNIT ONE] ~UNIT ONE] \ •• ~ , •• r:wi, // ~UNIT ONE] ~UNIT ONE] ---.\ •• ~ ,- Jt""~~~~
1}?:~, ~¥,!AcJM
r~~[
_,//
~!rf>j .... ,-
-·
/)~.~~ ~ STORAGB
lN"ill'-lll'
... _____ I IF
- '
~:L._~~,"'r-
◄I
PROPOSED BUILDING B - THIRD FLOOR PLAN
SCALE: 1/8" ~ l '-0"
PROJECT DATA
OCCUPANCY: R2
3 STORY STACKED FLATS
COMMUNITY BUILDING
CONSTRUCTION: TYPE VA w/NFPA 13 FIRE SPRINKLERS
BUILDING B: 24 PLEX - 1 TOTAL BUILDINGS: 22 TOTAL UNITS \.__ __
i!f!Dc&':M ,.,.,,.,,,. ...
I '
I~~~~
111 , 111 I / I ~ I
.-
,~ ,~_,,.,,~.,,.
1 FLOOR PLAN WITH A FIRST FLOOR COMMUNITY ROOM
UNITS: 12 TWO BEDROOMS/ 1 BATH:
723 SQ. FT./ EXT DECK: 43 SQ. FT./ STORAGE: 201 C.F.
TOTAL UNITS 22
.... ,-
-
~~ 11'J"•11'1D'
I ,,__- _..
// JW,,,~ '\.STORAGB
--
~c.UM ll'-l"•ll'-IP'
""---.._ \ F
STORAGB'_,/_WJ~W:: "-.,
·-- --
~~~I
\.__ __
w~ ,,. .... ,,. ...
-
~
~
.!ic-,
-,;,
-
'
~
6 -
DAVID NEAULT ASSOCIATES, INC. HEITEC CONSUL TING TERRA NOVA PLANNING & RESEARCH
LANDSCAPE ARCHITECT CIVIL ENGINEER CONSULTANT
.= ....
~
~
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Building
Plans and
Roof Plan
02/15/2024
22 7-1134
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
~ • <Jc::Rl/
1 R·/rl>,~ ~·. ~ . . . .·, . j / ... ' ' I / I ·, p._; 1 • i \ . ., ' ~ S' I \. R1"c'1r·· n~nc='1 / ,-, "' ., .. , .· ::C • •• • .· I / s;i ~ !I
~ X I ll
I I // "1~u' Lldr I'\
~ ~ I
t ~ ·•. □r □□ ! ,// ,1 1
1 ~ .
!a "
~
<
-.,
L.f w J -----,_j
~~!::~~.G SECTION - BUILDING BCD
!a 'J'• c:··12· L9uJ~~
R1[1• u·J. □·· □·. □12·['~·· R]•'[1 \ / \ ·---. _.,,.
9'.,)/ ,-,· / > ·,. / ' i:i
m ~
/ \ __ /
n m n n R
. j ' r=1 "' ., "' . == ., - D 1f:f[>· ' b
"' • i ·-... /
1§ ~
iii ~
' "' 11
I
r• lJLJL·c:, l[j·u·u· ~/ •. · l~t!Jr ml~~11 I r--:-
/ •-, .. ,. '
! v _:-~wr 7.:l:1// ><<
~
- .
,----- _: / .\ •
.,,£ "1,,. .,,£
~ • 111'
-=i1r1 • / ;[[>' □□.•·I LJ
\ . LJ I rn·· - LJ [[> iLJ~ \ - _,
it: > :, i <_:: -
~
rr / a; . ' ' i F '
~
!a
~
~
[□u·' J·. si::r sl □. ·u·J· □·• □·· DC2[p
3 • f ), /6
17 - \ _.• / \, ', ,/
•• v
~ . . 'L____fjj ~
'·
~ .,
~
• ~
U[ji • . \ /// n 1f- =
' ' -
~
' w lL2> '•· ' /
"' i
•,
-j . •' ~
- _j ~ L
~~!::~~.G SECTION - BUILDING B 0
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Building
Sections
02/15/2024
23 7-1135
7-1136
CATANA
RANCHO MIRAGE, CALIFORNIA
I
__ ,,J
OFFICE
10'-0" X 11'-8''
9'-l"CLG
/✓---
/
---,.,\\
I
LOUNGE
OFFICE
10'-0" X 11'-8"
9'-1" CLO
24'-0" X 36'-0"
9'-l"CLG
35'-11"
COMPUTER
9'-1" CLG
0 WOMEN
9'-1" CLO
MEN 9'-1" CLG
/✓---
/
I
----.'\\
'
I
I
I
PANT
I
I
/
KITCHEN
11'-0" X 13'-0"
9'-l"CLG
0 STOR
Gl B --,,
'-./ I
/'-.
r------- ~------""' - _:,J
I
I
I
I
□
,-----7
I I
I I
I WID I
I I
I I L _____ _J
,-----7
I I
I I
I W/D I
I I
I I
L _____ _J
,-----7
I I
I I
I W I
I I
I I
L _____ _J
,-----7
I I
I I
I D I
I I
I I
L _____ _J
MAINT
10'-6" X 7'-6"
9'-1" CLG
LAUNDRY
11 '-0" X 16'-9"
9'-1" CLG
□
,-----7
I I
I I
I WID I
I I
I I L _____ _J
,-----7
I I
I I
I W/D I
I I
I I
L _____ _J
,-----7
I I
I I
I W/D I
I I
I I
L _____ _J
,-----7
I I
I I
I W/D I
I I
I I
L _____ _J
W/D
W/D
= = = =
COMMUNITY CENTER FLOOR PLAN
SCALE 1/4" = l'-0"
COMMUNITY ROOM: 1,563 SQ. FT.
LAUNDRY ROOM: 187 SQ. FT.
L _____ _J
__ ,,)
THE MCKINLEY ASSOCIATES, INC. DAVID NEAULT ASSOCIATES, INC.
ARCHITECT LANDSCAPE ARCHITECT
----~\
\
I
__ ,,/J
~
~
HEITEC CONSUL TING
CIVIL ENGINEER
I
I
_ _,///
'/' QD
~7<,_ uo 7
KITCHEN
9'-1" CEILING
15'-0" X 7'-0"
GREAT RM
9'-1'' CEILING
14'-5" x 11'-10"
EXT DEC~\
10'-0" X 4'-5" '-----, ·--
n-~
" " " " "
I
u ___ a
35'-11"
I
I
0 • \
' ' I I
I
__ , BATH I
~'"'~-1" CEILING :
1 \ I ', I
\ \ /
' I
"--~ \
I
0 \~--
BEDRM2
9'-1" CEILING
10'-0" X 10'-0"
MBEDRM
-- 9'-1" CEILING
-,\ 10'-0" x: 12'-0"
\
I
PLAN ONE FLOOR PLAN
SCALE 1/4" = l'-0"
FLOOR PLAN:
EXTERIOR DECK:
STORAGE:
714 SQ. FT.
43 SQ.FT.
191 CU. FT.
I
_,/)
-.----,- O 0
~7<. uo 7
I
KITCHEN
9' -1" CEILING
15'-Q" X 7'-0"
GREAT RM
9'-1" CEILING
14'-5" x ll'-10"
I
\
EXT DECK\
10'-0" X 4'-5" ~" ,_
n-~
" " " " " u ___ a
45'-~"
QJLQ
/. ,_
I ••
QJoO
I
I
\ 0 •
' _ ( BATH BATH 2 ,,>
l'----..._9'.J" CEILING I 9'-1" CEILW 1
1 • 's I I / /
\ \ I ;' I
' \ ' 1 ' I / " i ,, I .,. '-,J / /
\
BEDRM3
9'-1" CEILING
10'-Q" X 10'-Q"
"'·---- ,,,/
BEDRM2
9'-1" CEILlNG
10'-0" X I0'-0"
PLAN TWO FLOOR PLAN
SCALE 1/4" = l'-0"
FLOOR PLAN:
EXTERIOR DECK:
STORAGE:
950 SQ. FT.
43 SQ.FT.
191 CU. FT.
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
-----'-,\
I
'8
i1
MBEDRM
9'-l"CETLING
10'-0" x: 10'-0"
~
i1
'
'
Enlarged
Unit Plans
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
02/15/2024
25 7-1137
CATANA
RANCHO MIRAGE, CALIFORNIA
THE MCKINLEY ASSOCIATES, INC.
ARCHITECT
STUC·CO 1
DUNN EDVVARDS DEC745 CHAPARRAL
s1uc,co 2
DUNN EDWARDS DE6125 CARVED WOOD
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
WIINDQ,W IFRA,MES
WHI TE
EAVE
DUNN EDWARDS DE6053 BL1\CK WALN UT
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
MCKELLAR MCGOWAN
REAL ESTATE DEVELOPMENT
Color
Scheme
02/15/2024
26 27
7-1138
-~
~: 1 \
1 \\\\ \\\\ \~~~~, - ~~ j' / bfJBJ-J ~cJ-Jo ,6L ~ \ "'~/ / __/_ ~ ") ~ '""I[ [// I ~ I\\\ \_~~'~ ~ \ --, -~ §/~ - ,/ ,JY-.,_ / /Y"' ' ' L I-~ ~ ' ' ' -,-~ --\"--= ' ' / ' _('"', -~ C ~ -- I ,,,, -~~- . 0 >---.. I \ \ .\_ ~:"--' ~- = ------------ - ~- ~ ,..: :..= · ----' ,<- ',.__ ~- - I - - ', , ~ -, I .,,..r I -.......__ ------ t
/ ""4 I \ \..,.\,"-.:L~-------- ~ - i \- ~ "\,_;..r-' '-, .J ·,.,, ,, ,J \._;v-:: _ _,. '\', I'/ 1-1 \ K ....... ' - - C .z:::=._ ",_ _/ "· _J ,,..J " V \..Jv-,' u _,-.,.. " -- -- . i I ~,)(__ -.... - ,_.___,.J '--" .,_., ~ _,_, ~ /"""':><- - - \ _ ~ , , . \ , \ , ' , ' ,--;_z--- ' , SD , , ~ / _/, 1 :/ '/ ~D _,, \, - :,; ' 1334' "11" \ " 11331, I J11' _, - >Jt 0• ~ 332 ' 7 - -1.: I I I, "-~ - ',J, "' ~, ' "'--- ' , ' ,' ' ' ' __ , ' -- p) "J ' ,;[ / ' /' I ' \ '- I I _ ___.,- I./ ""--= ___.....---- . ~ I -- ,-------- / \ \ -' rc f'r' ->~--- / ' ',,, RETENTIONB/\SIN_::::.~~ ~ . 7 1 ':Qf5 ' ' ' --<...,,,,~ '--~~4()' I', - ; -~,, 34 _ " -., 28 -- " v~~ ":1'22 , ' - ~,,, ----.._::: ,,-- ( _ 7 \ 1\ ~ , I ~~ 7 1 ° - WS.E.=3337 _ , ____ ... -----...__, ......__ ~""-...... .• .._,_ ~ - r-, I"-, .• ., \ ,..---- I J ~ -.............._ ( ~.,.7 11 / ~ -, _ ...... / t..J _,.,,,-- 0~ \ 1 _1 1 ,..,..,.,. ----......._
B.E.=327.2 ___..--- ------- K .Y'l,4J ·-------- ~ 1{ 34.a_; ',, ~ \ --, . 32.Ql ~ 1 ~ ' ', 1 , "------ \ I y v ~
/ I I ~ ~J>j ,,. 51 ., - /- --~"":::" , - -, - 451 - -........... - "' " "\ ~\ 39 l'-'l "-, '\ ....::,, , l .531~ '\ \ _ \~ ~ _ -;;27 l'-'l / ~ - ~ 21 l'--o! >, ~\____,) ~ RETENTIOt BASIN -~ - , I _- 1 J I "'-- --- \ ~ 7 / '',, '',_ ', 7 ''- J, .., , \, I J ''-,_ , '~ -- .., / / I' \ .., l,_.:J ~ W SE 0 32B,2 \ > I- I I ll, ✓ H•-- _ ~ -r\ \ V I I ' \ ,) , '- -, ~ ' '- ' ~ \_ ,- I - I ,,.- ,,.- ' ~ E 0 321 7 • ' " \ 1 I I [,,
\_,__,) /' 337 . 1 49 __ -50' "'-, 2%' \ 44' ~ " ", 2%' ' 23/c - ~~ ~• - ' },~ <l'A 32 .. Q '\~ '' 2:i:: ~2'/4 ~-&' ~ _"' ''"'\ 20 33.1 ,,,_J r _, ,----~ \J "'- ', \ I •. f I // f5'/or- \ '-y ---::r \ \ -, ('--:r \ ' __,,. ,_ \ --._ I - - - i"'l' \,\ \ \ '-' - :-,,, / '\. \ 'I I /~' (?'-'✓ I/ ~ - ',, -~ - \/ ;: ,i;..... ~ ~ ~ A- I"., ,,5 ::-~ -~ -, ~', ~-- I\ Je '- A,.. \ J ~ "' ..L -...... £ 1'-'-/ 1-r", - / \ '0 ' --- ~--~-, ' " "\, 1f /l/ '-,~-- '-) 337 1 - °',, \ ', 4 7 " n " "- r@J_41 N '-, N, ~ 1
1 ___'!_ ,35 ~,, ri-- ,__ / l',71', 29 •3:?'oN _ 1, 1 "- @ 23 1 ) . r -,,,, J 1 1 _____ :r 1 - -, , '"l \_ / <:i _ »:
, --- I 1 -' \ I ' ' - 1 ~- ,, 7 /' , 1 _/ ~ _, - I\. \ __ \ \ 1Accessr q ser 7NTIDN -- \ I\ i' i, 1 1 / "-, ' '52 53 54 33 6 I 335 L. ' \ ' L. \ \ .\\ ~ ', "- ,/ ~ \,- \ ll._ , " \ / cO / \ BASIN10R \ ~~ I I I ', I-- \ \ ::::'.:',, ~' _ 148 ',_ \ \ _ 142 \ \ __ I/ \ 36 '' 3 ----- '24 / AINTENANCc/ONLY \ ~,' I 11/ I O ',,, ~"~ ~ 1c,~ c'.lc:,." -~ \ , 49 ~ 6 cJ&.. 43-- -"'·" \ ~, ., ___ ,. I\ 371 --" "'-- . 31, "'·" R 25 J4." / r- "- @I \ 1© :.'4,,, 1 ~ 0 • f'~ @) ,, "-i_I • 1 A~ I
N!!,,VI - , ~ , = v / ' "' I '- • .>:>.~J - - ~ , - - ' ~ --,,,-- - ~ , = / '-- \, ) \ ' , , r I ~ ~ ' ' ·11 '-~-- \ ;; I ~- ,'/ '-, ' \ L'" ~ __ ' \ -" ---- ' '----- ' ;,,_ L ',, / '- L \ -, _ __,, / I I \ L.J:o~ =. \, "'1.._ = , I I - \ I:., ~....__ V _,,... ' · . l.:l., \ \ '-.. r \ / .__, ..:.i._ I "- - ,, - A,/ ..._ .-- ' ~ / ·, ''-..... c1 '\ / I lf ---. , • I '\ 71\ / - ~ n 7J: -....""'-.. I \ ~ ,
~ 7 f \ 3354 \ I 3362 1',, '('.58 I \ \\ 3341\ 3345 \ "', 1 - 3345 334 )/ '-< ', f~ --~. ' ,,,/,345 \~:45 ' 33'8 33'4 - ;' 1, : 1', 18 /'- 17 16--,,, 1 00 ~•µ~
1 1LJ-rt',,,;,-'~''\
- ~ "'••" a J . .... -.--., - \ '-_ ..,,t,,,,a I --.~ '1 .a .-.--. • -•. -., ,-. I -.--.-- .. -. .-'; ....... -., ,- • ..____ "~• - - ---•--• --• - - --- • - --•. --- -•-- - ~- \ ...,.,c,; \, I """\1 ""~ ./ \ ""'",: 0 1 I --..__ '>"iAI,> --:".'-------3..3.3 . .B.EL_~" 'i,.,I I "'",:1 __ .,.,,., --':______ll3B.EL "s,J45] h 3351 ·-...,_ _ ]]45...-'."'."_______,i__,ij'~~.,,-l I : U '- .....__ l,.{,:- / _'_( _'¥4{1 - \ j<r ~ ',,,_/ <05';q \ • ul, • •11 II i' ' -,? 1 /-------....... , \ s \ <1% 1%,> \ 1 1%> '\ ,1 \ <1% 1,....... _.,/1 %::- ------------ / s:::04.. ! 1o/c.::-, ------------- <1%\ ,........... .............. ----- ! rl 3%::- \ "' (', ·r---- 1 1 11 ___,_____ ~-·-' \ (
,, ~ , \ ~ - , , ~ j \ 1 , , \ _-- >' ', \ ,, ' k I '• ~ I ~ -...,_ \ _ _ \ _ A \ _ 1, _ --------- ✓ _ '-....., _ ...___ ;€ '---., "L A • I : .,,..,.,.,....,,..,. " ,, "" "\ C---1 \ ...,,,.., i \ / -----,.........._ I' ,, ---- -"-, ~ i , ; I ~ , ~ I i ~ ,___ ---- ? c_ ~ )~-~~ I ,:; , ir- \ - , - , 1' y \ rl I '@>1 7• --, s@ ~ ,__ -" \ 3"' I ', I Li I 3 \ \ / 3 Y 1 I I / I 3 \ 3 l,,,i I 33 3 ' I I I --,,,, - 3 -, I I I I si," '/ 334JL I I I \ I '" ' '\ 33 -;t_ -' -, ' 13 14 I ', ' Cl, "1· 5 ~ \ "'\,l l - ~- ' p L.I.... q ~ ...........;:., 4 ~ - \ , , l',I , ; , . , ,, ,,, , I, ,"i--., _ .-1 / ~ / '- J \ '- I\ \, "--'. , I f I // '" 157 56, ~ 55 1
1". 3363 335 II '\ II 33 / 3362 / /; II 3353 335 1 II\ II 333 335 f"'.LI 335\,\, 335 II II / 33 \ ·-33~ 1_ II ~ LI I 311GB '\- =':c@L ~~;=~ '·~ r- 1 1_ 1 y" '--\
I " \ " __ / , _ '- , . " ., ( j , , @ (32.1) '-- 1 I I I __ , __ .
I ,,,',,_ ,/ 2'1> \ V \ Y -/ "" ,v 17 / ~ I 17 \. I.. C \ 7 / ~ '------Y_ ~ _/ " ' --OZ, 11 C \ '- ',_ J I I ' /1--- ',, I \ 1o/c> \\ \ ---- 2 ' / ,/ <'% '- ~ --- ' , ,, . f_. > <% ~--- ~ -- 2 """ ',, J I 1 t', I 1' f,1 "1/' ', L_ I , 1 (36.~• v v ... , / 1 ~ "' '- v .. .- ~ , - -,.,J. v .. .- ~ s ~ ®' ~ -- _ ~ - 1 J ~ • - \ I- , ~ - \ I J,. \ 71 L--'- ~ 72 ./ i 751.:'_,,,,,, - 76 ~ 7'9L- 80 ~ d;:$L- '-l!!!,Yj34 ~ 87 • 88 £ ,,q1 • i -- ~ 92 . , __ ~ 1 r r __ 1 33B", \ "' \ "' 7 ----- ~ A \. 7 7 , 7 - '<-,_ ,-~- <2Y, 1 '\. - ~ I/ -,
---",\ I
\J
I l_L 58 59 I -'c \\ 60 r' ·----z~ 6 \
0 'r-p - 1/ ~ 73, I, ,,, /7,( 37.0 - \~r77,'. ,,, 78 j,.5 ~ 81, ,,, -~ 2 36.:, I ~ s{ ,.__ = 8'6 . .,.,.5 ~r-- r--- ..__ M,9 119:: ,___, ,,, 90 ;;-,,5 -d@ 93 \ -~--' _L I \ l_ ~ ,1-'o I / I t, L'°' ►, ~ 1 , ; / I \ \ '- v / -- _ , / ~ \ I I /-- -~, ' ~ ~@)-- '- <fill,:-~) ~\ , , I ....., .tl I " /' "'"'ii\ .tl --- , ......., .tl ' (_./ - =----~ ' ......., -" ____ , -,® ~ ® ,__ ,,,, 1 1' 1/' \ \, \ \ '- / " I 3361 I ,, -,, I I ' ,J ,--, 1 ',, J-1-~ 3 35 ,1 ' cc - I;, - n,__ a "-:; / I I I/ \ I , , \ - - - - -- - -- , '- " - y I I '
\ , ,\ \ 1 / 1 I "' ~ . ,o _ ,o \ • ,o 1 \ o I v ,_ ,o / ·, _J 12 11 10 1 r _ 1 _.- ., , \ "'-- _., \ / 1 1 c--- ·,_ / r \ r ..___-- --...._ r / \ r ,,-- -----3:l._4 5 \ '--- - - -::--. - , - ' _ \ \ " \ \ \ \ I '~- I. I\ ', I I --,__ _,/ /"~--- --- I -:; J.J.. I ,( '\. I 1 , _ 1 17 L..., r L- ' 17 L- '- /' \ .,. L- ~~ - , 1% ; I I I I I \ I \ 1 'l \ \ , 3 CI oo, \ \ 3 , , I \ 3 C oo, \ '\ ( o ~, ~) m , o O ob \,____ _ . {\ I _{,_ ✓--~- ' / I / I/ I I \J \\ " I -h- I ,,59JJW __ / ~ :'.36] 124 / 123~ \ , ~118 \ 1171d:w ~112' \ 111...,~" J} ~ 10(3 1asL-:::::: -e,=;1,QO ,,, 1 99~ ---:::-- ~ __ 94 is 1/ ~ ~ ~ , . -~~ , - 1 _µ
1 :" / n i"---_ \
i\
r~ "'""' ,,r.;,,, - --'7-- f-- ' T '7 - , 1 7 , " / I , (\ , ,_ I \.,~ - _ 1 { _ " 1 1 c:;:: 1 \. \ \ ~ \ ~ '-e!V ,__' ~ I / \ \ ':.-. \ ~- . / \,J • -- ~/ I' -- 336 _J__ 8 )~ - -,,9 - / / i""'- \ , \ 1 7..:: c1:::::- \ '~_ "' 68 36.9 I 1 1, 122® , , I 11{>@ 1 , _ , " 1"'- ~107 I .;;;-~110,1 , . 1 -- ---~95 ,-~ --= .,- = --- ~-~ =-i'", 1 1-]~o \ 1
63' ,62 61 33I1 • ,--I '---'TT 2'e> \ ,--1 I 'TT ' ,--1 .,,- \ <,% ' j'r,"- ( • ,, , '" .,,...._ • I < ,%-· - '[r- '-'!!!,!!,-'~ -- j ,J L,->- - ~ ®'- ~-1:_9= ~ ,,_/ I ',_ \ J \ ', \ (7 ""21> ,u..._ @)[ ,,_ c ", 1 4 2%><2'/4 j;.__ J5, ', ,,_ I a ,,_ h .d ,,_ fl - --~~I- ,, I \ I \ \ 1•5%> \, \ \ II r-1125; -~~119 ' I \ . (__'._"~113
1 ; ~16 ' II \ ; 104 - ' , . . v , ; 98 -· ,,-,--,,, - ~;;;~ ,, / / / ~ "' ~ - lJ / ffi \ \ / 339
I I /I< - ', '- I ~ \, I ' "' II \ I ) I I I ,_ "' / ·1 ,, 7 /11) I I I , \ lj " ,I I N \ ~~ 0 I',, \l,_. -~ ¼ / / \ ,)"" , ' I I y \
'\ -
339
_ .i : \ \ ~ 1< 67 (ID') ®126 121 '\u', ~120 115~ '·,,.._@114 109~ ,_ -, , ~108 103~~/4 ) ®102 .- - -97~ ::;-,;. 96 _ ~ ' '\ 1 II I j . 7 \ '--,__ 1 64! I 65 66 1' \3 2 • '-, \ \ • \ • / I\._ I I " - I - - :.-'( I - ,,-"1" p, ;--- ,; c, .tl .--- e- -,, c, ~ c. _ ,,.,._ \ " \ (, ,-- L ( c. - " - - -~-,,, I 1,,,.. 1 1 f - \! - ,~, '\ _ t:, " , - ~ ..... , • r . \ n • / .....___ 41.4 1 1 i" ✓ ®:>1 /®1- ®q 33~1 ;\ , 336B I \ ~ 3356 335~ > "33,2 33,2 \ I \ 3354 \ '\ 35 \ "'-,J 3369 I, 3373 '1 33~~ 338B J/ 37 (, _ ,/ .~ _l@J> --~~ I I/ (l:'.
I I , I \' '--- '<---< • \ / ' ' ' ' ~ \ \ - 1-P' - ]:, n,__ I ~ I 111 1 f'J I , \~ ~11all-'1 I \ I " • ./ ./ ~-!./1 I I 7 ..,.1.....- ,I,-' .,.,,1.,r, ~J/ \1 I ___ I , f,/ "- -. :'\ • .,I I \ I I lo(/,--...__,,' :::,, ., , .( ~ - i----------"'.,~R fl ____ / I __ ____J_jl,~L.,__ ___ a./ _..,..-'i ...--- '--1~ '-, I. 15 ~ \ I J ,, \I\ ~ <os,: ' \ ~ ',(> ~ 1%> / \ <1% \ ) 1 --~ 'r I \ I <1% ,,- We> 3390 6 v / 0 -,4 \ 1 I I I I I I I I \~ \ ' : ~ " ", - .') / - \ - ;, \ / I - - ) - \ ,') c---.J - ~ ;, 0c I . 0 - / ', \ 1- 1 I / ~--,.,. \ \ , '-';~ \ i i , \ N \ \ N ', / // (~) N j N / _,/' <1% -,,, I 11\ : V' I 0 I I . '¾;;;,<:::::::- : ,,; ,6 I ) I I ,,, 'I 30 000 I I "' I I 33 3 I I <O Y ' 3 - 3 I ) V I I I 11'~ I I "°' I I OOQ, II / ~ 'l.. I I / \ 1 /'\ ~ -1 / -<:OS_ ' ;:-..,..__ '----..: / / ~ ?--- I "-. I '-.... ]-' / I / • I'- / I I "-. r L .,'"'"'"'n / I I -.... I ~ . .., 7 1- .( ,~ \ V ~ • % ~ ....... ___ ' I ' \ / C ' I\
y\ 1 , / -- _, ~ ,_,, 3352,, 334 -~~ , 3359 336 1 _,., , 13. 131 1 1 ~ i--r \ - ___ ____,30888 r / ) 11 1 1 \ //-.\
\~\J U
I >
I a::
.
<c: r
Ll.l
-.:::;; ,<:::,
Ll.l
Cl
0 ......_
Ci
( '-./--1
'-~1
-,,_
/ ,,,, 10,51/,> °""" ,,-- ' '\ Ct. ./ (" \ / /", • ' C /' " 340 / 1 2 3 ~ i I I I \ r"i-'{1,i \ . N ? ',,,, ",\ r I h ~ \ " ,L ,--1 ..,, \,\ ,,, / '.,J .,,....., \ ,L 1-1 1 ' ·r \, f-,:; ~ t1t' I : .J / I 1= ., lli- r::::,;= t ~ \ : / : - \ (- 1 1 1--, \ ~ f}, 1 7~ _;1~~- - ) I 1,-.(i)-® = ~ -_ @).r~~ i \, 198® I c~199 ', 204~') 1 "1!!:!1-205 ~w~ l \ _ -,) : ", .... ,9; v - 1,.1 \ ~ ~ l(ill) @1 / ,-®2,,"' •1:11 / 1\'v 1 o 3! , ~ Q I" • ~- _ 1A •, , • 1 ~ ~ , , , -,, \ \ ,2% -- ,h , - -,, , .., ~ , ~ n 1 , 1 L 1 11 - , , \ \ 1. ,.. F-\,U I \ ~ B36 ' .£/ I -- , !, ', / \ {A I , , • • f F .. I ""' n' / " I ------- \ - ~ ' , ' 1%> , ::c__J ,, -- - "-,._ o/ (] ~ 'v ' , L) '----, ~ I I, -/).. _ \ ~ ~ ) V r-, ~ c r1 c c o c a "I c o c c o c r,o c./c ~ \ _____ ·--1~ ( .-1.r, ~~,,,;__,_• ( 1\ <1 · _..:_A,:--- ( J 11 1 , 11 1 @ l 1---
,,, 'I~ f '= \ I ' ' LU ' ) ' ' I ~ ~ l '\ - I ' • I I I 11 I , , \ tt:11--,-L---.i-ii _ 1 11-__,,......._..,,,..7 ~~-...,....l--1 1 \ 1 \ ,..,,_~---o;LJ 1•1~ _ r/4 1 , ,2% \ 2%( 1 1 1 I 0
I ~h, ~'TJ~~r-1~ - ,..,.,,...,rr- - / 130 131132 3357 H-fr-----' \'--~201 202®. 2ps . '\O ---,, D 'r',r-',-'l,~ \ \ \ \ ~ \~--) \ : l :/ I II \11 j
(@ @) , 1 6 339 '-,_ / , \ '\ -._.;.,;_ ~-\ \ \ \ • I / ~ 2%> <2% r-~-'-, I 2'-1> ~ L~rl--lLI _ _L,--fr---' L_,,_.fr-~7Ll _ _:,.....JC'---' I • 0 ~ r, I ' ' ' '-,_ I I ' I \ "' ~~ ~----~ ~-~ ~-- ------ --~ ~----"" / I r,,.,.,.,i:, ', I , \ '7 • ( i i i \ --,...._r- ", -----------------------------;
1 • l's:;:~ _! \ \ 3/3
"-, \ ', - """----r, I / \ ,_ :
%> <2% ..,....,....,,,i:;-4- \ n \ U....---LIC............ I ~..r--,___ - -- --~ I ', /", \ --- u.~--- I -------P 'r_\~ H'ILi----:! /' \, 4 l I I I _ / \ ,.,..-,..-,:ii:;---r, ,_1 /", ~-.--'--R-1--- , ;:=:::y=,;==~==~:::.J~--, , \ lf-----a...._J::t\'--, \ ;:==l;:2;;===}--::::.::::.~:::.~~;::,;::_=-,::-1T-;=~ ==;~7~==:::;:::.J;1-:::;,:::_:::,11 ~ @ , =v 1 1\ '< \\ / ' \ \ \ \ \ O F~ I I I\ I
,, - 1 ",,, I " I--'===. , ~'-4-, \ ~--, , , \ , \ 1 ,----\J,,U ~---,I ~.... \ 1, 1 I, \ / ~ \ 135134 133 \, @192 191 ' 2,/ ~ I 87 \ @184 , 18 •-- - \ \ < % \ < % ' < % ......_lt--r-'-: ::--,'\ rl~+-.-J--t::ll 337 37 \ \ ( --.....", * ~"" \ * '- \ * ~ - --\ ) I '-l"IO (-'- \ I ' . I "- ri--,,~ I 1%> ----H---, \ 194 36. I cJio)-1,93 ; 190,-=v,--1 @) 189, ; ~~@). \ '---fl~ 1-~2!<1Y~...J (,5S-~!-D 1~1 \ I ~ ,2.) 8\ 1, ! : I I 0 ~ ~ L',--,_fr-~41 , - L_,,_tt~-,1 L_,,_f!T-~7 ,___ r L--,,:iT-~, • ,) ) 3 o _, ' 1 i - i I ' IL-i.'lr-fl----;:!, ', ' IL_lr-=---:;:! \ L_l~ fl--::! \ \ \ \ ~ I I I I I \ I 337 I __J___(,_[LL, I 1' \ 3365 3369 3373\ 3377 '- 33B0 ' -13B4 I ':/ 174175 17p I \ I 136 137 3 5 \ - ', I ' l I I
f- U.,._c]L....--LI A / I-@)=' !di---;,' ' 3 ,2 \ ~ . ', • ·-· ~ · ,/ <1J-5% ~ '1 ' I _J-,-L. ~ : I 11 I I IT""""'"'lD:""""".n U....---Ll:...,_-fl ) 2%> , ® , 0 ' /' \ \ ~-+--- -',--S,---- \ '",,_ -{}_ ~ ------ ----i_,,____ -----+-", , "\, I \ \I I n-"T"-n ,2% ; ;f \ -/-1 , ~ , -,--"' I ----,._--r- "" , I r-- I 3, >\ \ \ \ ------ \ I - \i' ' - (:- I / 0,0 •,7 ' 3 ' -~, I \ 341 ' ---.--+----+~--~91 I \, D 1~~7F~~~=~=~=~=~=~=~=~:;', / e-' I I ' ) _--r---,__ '"", _.r--, \ I I \ '-"~..I ~ I C I / \ I 337 \ 338 - -- '-- - - I I I \11
2%> Jr;:uil'.:.i:I.L. ..... ~... D -, / .--+,-,---,-ii , r--if---,----r'+----, ...--'-,r-i-1 ~~~~-+ir--, _...r,t:::L_ll c n--=l"ir-i---, i, \ ,.,,__ -~~.- ,I I I --H'i■.Nr-'lc,-h/; _ / f--r-•== r~~:--:-= \ ]l ,,,r=.-=.:~~~ =.-.-"ti ''- ,_--,,, ,.,-, • =Jr----'11 ,.._....,,,_ -~'!-, =-·=-,..,r -'----tl 11'-t-,/ ;; l--+--1.P \ \ ) : I\ I , I r , / ..- r-=""', r, ',, ~ --~ >< ,.- -~ _ , 416 3420 [, I 1 \, 138 3 76~ ~ 336r-'L.,...,.L-,.J
143 \\ 148 \ -~-1. 15--2 ____ .. I ,~ ............ -~-I / 63 1
\ 173172 171 13~1 \, ,/ I
; 2 ", {,, r\ -===1 , ✓-,, Cl'-----1 ,r \' l=~\;;::-,:;-;:::=1~~~ I \ 1 I I t \ •. 139 :'.; ,, ,--',;;;r--, ~ 1\ 147 \ lf---f- ~ ;:::,-=.:--1! ~ 153 lf--- r /c,;;:.:;:-;,_--1~ I )'59 ,; Fr,_! ,---'t;,----, S::,, ,;~ ~-- ,,_ \, 1 '1 /
1 11
/ / '~ / <21/, \ '-, <2% ' <21/, ~-'I I < 1/o 1,t-7 0 \ - V I l'-+--,H---1 +--+--H \ I !"',,~ti L.~'1---,.J / ,1,-.,__ / J----f-, ~-" ✓=~-~ , rlj&J:f:':~ -,,_ r-1~te~~-r '---=---.I ,--1,=.,.~ ,o_5% I, I 8 338 ,,,_..,,
7 t.""TTI 1-rr":::;""" ii~--~ ~'-=c--:""' \ ; \ 141 (@ ',,,, 144 ', 150 ,, ~~ ~ 2 11--......... -+-~I 1671~8 159 1'70 ;~,J 14 ( - \ , 1 r7~-.L-.....L-.f1 ~...rir, ,-,hl..----i'J.....--fl -r-fc'l ,, ~ ,,____ , 1 1 -- - 1 1 \ I 1 3rrl)L I \ , 1" / % i \ 140=38. '----""""1 : 75'1 ' ·'"-,,:--,,, \ 155 ,....._...,,,.. 166 41 R (!if>'' \ 1. \ I I\ I
<0.5% \ 0,51/,;, \ ~ /' ,l, \ I = .___ - / '---fl --e, - _;c L----41 ,. '--,fhi.._;:l,,.i.u~~ lf--1.. ~-~ ccL_~ I _ 1 \ ~ --~--+~ 1- N ° '\ ~ ---- )-1...::---,, \ I \ lccl..J~ ~ 146 38. I 15 I '----,,J'i-----' 160 '----,,1"1--' __ _J -~ \ -'--Isl' -.,__..-- ',( 1:"r-i..--r-__J \ t+ I ' \ \ \ ", ~ '<::::;:' 337 33B ", - 1 339 (---,'-. - \ \ ,J ) I I 1 \ B i \ o ,______ \ '- ' I /
I I• / 1 ',, \ \ \e==iir' I //1\
I --==-1--,""7~-~~- --'>.,---~-~~-,-~--==-- -~~-~~-~~~ -~---!+~~---,==-- \ I ' I \ I II ,----,- \ '\ -~ ~~ FUTURE COMMER CI Al\ ::-=::::::::::: _L_~ , 0 \ \ ~ ~- ", :::::::=:== \",,, \ _· \ \~ \ \ I ,~.~~ -~~ ~-~ II - ~ ~~\ \ ) ~,-~ ",,--=--etc-- ~,-,-,,,-,-'Ir-, -~, I I I ~-1. ) ~_::::~ ""_::s:~"'--==hL,_~_-_ "'I'~ --~o--- --~o--- C -~- 'c"' ~-+ ~~~ _) --==~=1- - , I I
I - A
\ --+-'c-- \ ~ ';~ \ ----1-- , I icl I I~
"'~ ---+ '",,,,, I --,~ --,~ ----1~ r~ ~- ~ -\\ --.__1 ~ ~t--) \\~ '1/\ viii(,_ \_ --t-- ' --+-- ~~ -+--+--_ -_ -t--t- ~~ ~ ~ ~~ \, ==~ =c-LJI r ~ ~ _J - n I I I I I I I I I I I I I 11 :
I\
A H~•I~f
www . heitecinc com
Suite 309
777 East Tahquilz Canyon Way
Palm Springs, California 92262
Phone: 760.340.9060
PRELIMINARY GRADING PLAN
PARCEL MAP NO. 38834
0 25' 50' 100' 200'
GRAPHIC SCALE: 1" = 50'
LEGEND
(@ PAO ELEVATION
337-3 TOP OF CURB ELEVATION
2'/,;, STREET SLOPE
= CATCH BASIN
--- GUTTER FLOWLINE
---- --- -- - RIDGE LINE
- SD - STORM □ RAIi~ PIPE
EARTHWORK QUANTITIES
~
l_S RD
-· 0
- o
EXCAVATION
EMBANKMENT
2' OVEREXCAVATION
12 5% SHRINKAGE
0 15' SUBSIDENCE
IMPORT
TOTALS
--'
NORTHH/IMPTO, '! -!\VE
.lOT,'i AVE.
~
CUT FILL
40,533 CY
20,41'6 CY
88,637 CY 88,637 CY
13,640 CY
6,648 CY
221 CY
129,411 CY 129,411 CY
"",,,,,"- ,,',_
",
-~I )' 1 '""'"I "' I '\ I q_=J
a!
~
~
\
~
~
~
"
Desert □
Memorial
Pack
!fill~~~:.
rr=-1 ::ti:': ' ~ ./ 2
l • '
i a
!
DINAH SHORE DR
!
SITE
£L~ Pfl. .110,,,{,,.
J VIS ENCAr,,'rADA
VICINITY MAP
SCALE 1 "=2,000'
3 g
1 ',,,,,,,"-
,,
'",,
RAMON RD
0 • ,
C
' 3
• §
02/14/24
03/07/2024
rancho mirage, ca
preliminary development plan case no. pdpd23-0007
ATTACHMENT 18
7-1139
z ,<i:
5 0 1-
cu (!)
z
Id
I
( u
0..
0 ..J
:E
LIi
cu
> li:I
0 +-' Ct'.
li:I
J-
ca ~ ~
Ill
_J
li:I
u
..I
_J
~
Id
a::
w
~
u
~
2 catana
rancho mirage, california
22024.01 03/07/2024
Sheet index
Cover Sheet
Sheet Index
Site Context
Illustrative Site Plan
Dimensioned Site Plan
Elevation Plotting Site Plan
Rendering #1: Recreation Building
Rendering #2: Recreation Building Pool
Rendering #3: Typical Street
Rendering #4: Paseo
Visual Simulation
Visual Simulation
Visual Simulation
Visual Simulation
Specific Plan Setback Sections
Typical Cluster First Floor
Typical Cluster Second Floor
Typical Paseo Cluster First Floor
Typical Paseo Cluster Second Floor
Plan 1A Floor Plan
Plan 1A Sections
Plan 1A Roof Plan
Plan 1A Elevations
Plan 1B Roof Plan
Plan 1B Elevations
Plan 2A Floor Plan
Plan 2A Sections
Plan 2A Roof Plan
Plan 2A Elevations
Plan 2B Roof Plan
Plan 2B Elevations
Plan 3A Floor Plan
Plan 3A Sections
Plan 3A Roof Plan
Plan 3A Elevations
Plan 3B Roof Plan
Plan 3B Elevations
Duplex A Floor Plan
Duplex A Sections
Duplex A Roof Plan
Duplex A Elevations
Duplex B Roof Plan
Duplex B Elevations
Recreation Center Plan
Recreation Center Sections
Recreation Center Roof Plan
Recreation Center Elevations
Recreation Center Elevations
Color & Material Scheme 1
Color & Material Scheme 2
Color & Material Scheme 3
Color & Material Scheme 4
Color & Material Scheme 5
Color & Material Scheme 6
Color & Material: Recreation Building
Landscape Master Plan
Enlargements
Wall and Fence Plan
Typical Planting 1
Typical Planting 2
Photometric Sheet Index & General Notes
Photometric Details
Meter Pedestal Single Line Diagram & Panel Schedules
Site Lighting Plan Area A
Site Lighting Plan Area B
Photometric Site Plan Area A
Photometric Site Plan Area B
Lighting Specifications
Title 24 LTO Outdoor Forms
Site Plan: Overall
Site Plan: Enlarged 1 of 2
Site Plan: Enlarged 2 of 2
Preliminary Grading Plan
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1140
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
3 catana
rancho mirage, california
22024.01 03/07/2024
Site context
site location
i-10 fwy
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1141
•
•
,. -
?: .,.
"Jiu
L:
. . . .. . .
•
• . ..
•
• .. ;.
•
-
I
VI
I--
u
LU
<:C
I--
::c
u
c::
ct:
:::c >-
LU
C
::c
c:::::
I--
c::
LU
co
0 c::
,
..
• ••
•
-
. ..
•
,
. . .
.. . .. ' .. '. .. ' . . .. : . . ... . • .. . ,
z
<(
s
0 I-
(j
z
Lil
::;;:
ZEB
0 11.
0 .J
2 Lil
> Lil
0 ll'.'.
L<I
I-
<( ~
(I)
.J
L<I
.J
.J
,I:
Lil
0::
w
~
0 2
-
. .
•
• •
•
• . .
Total 1st Floor 2nd Floor Garage Total Building
Buildings Living Area Living Area and Mech Footprint*
Plan 1
2-BED
Plan 2
3-BED
Plan 3
4-BED
Duplex
PLAN 1 + 2
Total 65 68 133
49% 51% 100%
39 77 2,159 SF 958 SF 3,117 SF
461 SF 1,437 SF
A B
1,202 SF 491 SF 1,693 SF
10 11 21 957 SF 467 SF 1,424 SF
--
723 SF
960 SF
723 SF
Elevation Scheme
*Includes 1st Floor Living Area, Garage, and Mech SF
7 7 14
10 11 21 976 SF
38 PARKING REQUIREMENTS
2 SPACES WITHIN AN ENCLOSED GARAGE PER UNIT
PARALLEL PARKING:
9’-0” WIDTH X 24’-0” LENGTH
GUEST P
ARKING:
0.5 SPACES PER UNIT
GUEST PARKING REqUIRED : 1
05 SP
AcES
ON-STREET PARALLEL PARKING PROVIDED :
93 SP
ACES
PERPENDICULAR PARKING PROVIDED :
12 SPACES INCLUDING 2
HANDICAPPED SPACES
TOTAL GUEST PARKING PROVIDED : 1
05 SP
AcES
4 catana
rancho mirage, california
22024.01 03/07/2024
4 illu Strative Site plan
TYPICAL CLUSTER
TYPICAL PASEO CLUSTER
RECREATION CENTER
MAXIMUM LOT COVERAGE: 35%
PROPOSED LOT COVERAGE:
31% (331,814 SF / 1,087,693 SF)
RESIDENTIAL
PRODUCT:
323,792 SF
RECREA
TIONAL CENTER:
8,022 SF
TOT
AL:
331,814 SF
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1142
R H A
ROBERT HIDEY ARCHITECTS
' ' ·..---,-
' ' -"
' ' ~.
' '
',_
" --a ,,
~
' ____,_,
', ' ' , ,,
11 P~ ' '
_ _:: /
- '--
;k
'
,, ,
I> ,
' , ·----'c---+-
•,,
"
,
T
' , -,--,
',, --,-,-,, ,, ' , -,--,
, ' -,--,
\
c~~-~_~_o
rm .fl -- .... ~..,.,-"!.t"II~==~ - ~~~-~ , I
'D C·h'l ll , u.u ,, i __J I li,;M1 I i,"'1 I rt.f. \.di. I~.,-- \\ __ ¥~-•\_¥,[I I L~.C.. ~ ,. I I fl Ml!ii.,3:'t-~ I ' ~ ~ ' ' f-..:J • /-
·. ,1
[J,\\ ~i- H-,¥-1 '
, \ -tt+---1 -I
' - \' _ ,
I ri;"\'{l!-P,/,-, - " ~ - • ' ~~~' ~ ~~ ~~ C ·~ ~~~. ~· ~ / ' ' ' ~ L , , ' --- '"'"' ~ 111&----J =L~~ ,__ ~
LY-1/WVI-' I i :h-!F~~ p: I I ·- I \ , , , ·-. - . . -- w• i;..•Ji , l,J;,'J,j m -..LJ' • - , , ' W =~1:~I~ \~~ ,' ,:I r- r \ ·~·,_ - ~ - -·, ,' 'l'fliilht• - ·-, ,, ,--~ ~ -~ - ·.ti~••LH■~~mw~ L-11--'" , -- n 11:~ .~ -i:·_U __ ·i j ! : i i==! · , \\ . I _ .. ..._ •• ga ~ - ·-- • !llll'h.,_._, 1 1- , ,;:c~•j r - -™ ' i( ~ ~ - ~ " ._ __ _ ,
J) ' ...,, +· fi..]L...J
U' f--~ I L_' p E ' , ' ,.
" +
" -, '
:I" II o".&1 r::i:
1!
I
LJ\1w
I , "'111,,,6\
_)
I ±
< [
·,
± ±~ n= (~1
SITE AREA:
PROPOSED DENSITY:
LAND USE DESIGNATION:
DESIGNATED DENSITY:
PRIVATE OUTDOOR LIVING SPACE:
SETBACKS
FRONT SETBACK:
24.97 ACRES (1,087,693 SF)
8.41 DU/ACRE
12,576 SF/ACRE
R-H (RESIDENTIAL HIGH DENSITY)
5-9 DU/ GROSS ACRE
300 SF PER UNIT
20'-0" MIN. MINIMUM PER ZONING
REAR SETBACK:
SIDE SETBACK:
15'-0" MIN. PROVIDED / 20'-0" MINIMUM PER ZONING
10'-0" MINIMUM PER ZONING
MAXIMUM BUILDING HEIGHT:
2-STORY PERCENTAGE OF:
BUILDING FOOTPRINT
20'-0" MAXIMUM FOR 1-STORY PER ZONING
25'-0" MAXIMUM FOR 2-STORY PROVIDED
32%
MAIN ENTRY CAR STACKING DETAIL
' C\,J
-
'"t ' ~~ j W tr;l )~ " '
f;! ltte1 term 1ccttn tt::tn tt::rD t::rJ <:( -------
0 163'
'
00 C\,J
N
a
~
ffi
~
~
EB
0 25' 50' 100'
SCALE: 1 "=50'
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
24' WIDE TUBULAR STEEL MAINTENANCE ACCESS GATE (MANUAL) 1 -
2 6"
24'
6'-2"
WALL PER
SEPARATE DETAIL
6" SQ. 1
4" WALL TUBULAR STEEL POST WITH CAP
5/8" SQUARE STEEL PICKETS @ 4" O.C.
2.5" SQ. 16 GAUGE STEEL FRAME
(3) HEAVY DUTY GATE HINGES PER
MANUFACTURER'S RECOMMENDATIONS
2 3
4 5
3 5
4 8
6 7
COMPACTED SUBGRADE PER SOILS REPORT
MAINTENANCE ACCESS PAVING PER CIVIL
ENGINEER
CONCRETE FOOTING SIZE AND
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
2" SQ TUBULAR STEEL MID RAIL
QUICK ACCESS KNOX BOX PER COUNTY
STANDARDS
LOCKING LATCH WITH KEYPAD LOCK
DROP PIN WITH SLEEVE
6 7
8 9
NOTE:
GATE NEEDS TO HAVE KEYS TO PAD LOCK
INSIDE AN INSTALLED QUICK ACCESS KNOX
BOX TO ALLOW FIRE ACCESS
10 10
11 12
11 12
SCALE 1/2" = 1'-0"
9 2'
1 5
catana
rancho mirage, california
22024.01 03/07/2024
5 dimen Sioned S ite plan
PARKING REQUIREMENTS
2 SPACES WITHIN AN ENCLOSED GARAGE PER UNIT
PARALLEL PARKING:
9’-0” WIDTH X 24’-0” LENGTH
GUEST P
ARKING:
0.5 SPACES PER UNIT
GUEST PARKING REqUIRED : 1
05 SP
AcES
ON-STREET PARALLEL PARKING PROVIDED :
93 SP
ACES
PERPENDICULAR PARKING PROVIDED :
12 SPACES INCLUDING 2
HANDICAPPED SPACES
TOTAL GUEST PARKING PROVIDED : 1
05 SP
AcES
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1143
;a
l"1
►
r
"1
ti)
~
"1
D
"1
< "1
r
0 "II
i:::
"1
z -t
3:
()
~
fT1
r r
)>
:;o
s
()
G)
0 ~
)>
z
E9z
0 (/) "' 0 '1!
)>
r
m "' 0
- -
11=
"' q
-0
C)
:n J>
~
0 z
:n
0 •
I
i
' I ' N
I
I .
I
I
I ,l
' I
I
I
I
I
'
.,
2 z
r1I C: .
..,
C
' ' ~: .,
~
s
' ~:
" w
~
£ r
2 z
C
~
'r
;; g
c,/Z
- " •
!11
r
□
z
" ID
>
t
)
>
f
r
(
(
I
r
i
I
L
l
f
'i
):.11;..lU
J
'
l
J
l
r
t "
N
"
N
1rr- -
~ ~
,,. t- ,
• J ~ .,
N N
'--;
.9.
-./ •
I!
~
,. ..,
'--;
20~0-
," ~
~ ~u ~ N 1
['17 -li\"
~
N -
" ~
n 1 r~ I ~ ~ :fJ •
~ - cf-,
' 7 r1 "
N I
I I J c:i1 Isl
~
-
L
,. ~ rr I II LI-,, -
.. N
~ • n
L__
~
~
~~
'
27'
T
;o
m
I o --1
I "' m "' z -I
I )> -
c,0
I ;u z
m "O
I (/) o z I o
I
I
1 ~ ll=l=l=_ "' ~rL~, ~~
•I
N
1Fr=~ffr4 2 1 , . -~
1111 l=i: " 1-F-,1-J. '{ ?7~ i- 1 I--
~~ ,,: =i:I · ••• ,· ", ( ~ 14-,J
.!\,_
7 I I l__
! ~ • ~ N I 1--------, I a; N lJ..---, ~
LJ
2 1 2 1 2 ~=±rt~ ~ h
1~ -1£·
/<--
I • -i'= -""-\1 _,, ·1-~rrir -:1 N '--;
1 2 I Hh"---"..~---:I N Ill 24'
..
~ '
N
"'
2 1 \ I
• •
-
"'
p,
---
-hi, 1--r--l--, c____,......µ ~'------.r--j... ~ ;...LJ~~ ' sg •
,!'-
~
' 111 11 1 :::; ... llil 51'
h , I
,I
1:.1'
I•
" A' ~ I r I ~
___,,
'---7 •
~
'--/ '--/ ~
~ ) " ~ l l"tLJ
I
€- hH~ 7 4il F-i 4 f\ 'p " ~
2 I 1 I 11 11 2 I .• ~ 1 2 1~ ~
•
,.
'--·
f-
~ i':
,a· ..
IT
.. ■ I 1V
'
_, '::::b,
~ I i':
---
16'-9"1 ~
L..,_ 1 i
-I'
J1r• 2 1 • v~~~8
••
~rG~
J
~~ oJ-w I 0
II Jca ~
1 ') I 1 · _ ~ t-
11 1 J ~ ~ 1 • ''if 2 1 '° - • 2 r L ~ I- I / '- ;;r.:-- ,_ .___ <1'1-- ~ I---- -- '---- '"- .- I I
7 ., I ~ J " L I r
-I II ... ... II
n 7 1':~r ,· ,. ' ;:_ - II I! '°1 11 II ■
':::Ii, _____r ,... _ '--- ,LJI I ' L J L ,, J ,-1 /\ ,_ I I -I . .._ I 1 " 2 1 - • - '--- , ~ 1C~;, - - 1 =~ ,' ---::7 c ~ ~ ,---I 0 ~ N \ 2 1 2 o 1 2 " '\I LL!_ _1_L :;J__,_1__
~ . "
127~~
ll
'1~
\I
~Ls-~ •
,. •"- •r-
ll
,15'-1
~~~
• P 2 1 ~- ~ 2 1 LJ + 1 ~ 0 ~ Ill I 1°
\J _ , - - - = Se- • - 3 = I - I I L:_J 1 "Jr 2 1 - \ {ff] 3 t I r n · 1 - " L.., w- ' - - = q~
.,. r I • 7 r \\ 17 I •
2 Tl 2 1u•
---hL '----I r'--' €J
. ' -'I-= •
~-fij"
•
~
~ L 1U:
( i':
1--------' ~
L__ I 1 'IL J ' • ~ // .I ••• ,
w u-. J L J L J I I II _iE:J
0 1(), ~ ~ -;- ~ ) ~ - "' ---" ~ '7 'FIS __J - C-- ;_IS ,-J -, I ,---I ~
~~ 1112
J
,o·
h
ll
t¥ r
-I' ~ 0 c== , , 2 1 2 _ ~ , 1 2 , I 1 2 1 I [ ,1 1--
~~~
.!\,_ 11 I O w I
2 1 ~ - TT 2 • ' G 1 ~ t:" I I'
7 6 Ui, - =1 ~ . ' ~s. ~ - '- I I L:_J 1 UC 2 1 I\ ' '° :: • 2 1I ,_, Jj 7 I ,' )) ~ I , . 7 \ =" l.., U--- ' f----, - , = = 7 - - - s+-- , 1- I I 1 2 ~ rJ
...., i': ,,. I i':
t'°~ 7- 1--------'
... " -,
·~ •
1'-61
s-~
~ ' , •• • 7 ••. _ r n .. r • L_1 r
N " '/ 7· n~n~ "' .I.: "' J I= ·""· • • • ,, _
L.k ,c:'....1J ,oo,,• l';,,, J /[X ~ • L , J I'- I I II r-f-1--'I ICJ _... L_ .- ~ ,_ ,_
....,000.[):{IE '-- ©;! c:i • ::: - - _t):, ~ t-- .--- , 1-- I'\. \JI I I 1 2 '," §a~ J2?, ~ ::; == ~ - / JI 2 1 ;:= IS r--' f--- • 1,--J "" i!:l;:: .c:& ;,~ 1t ''- ·- n I) ,s-- 1 2 , ~ , 1 2 I 1 1 9'-4"
w7'8' ~ 25 ' ...I 1-- ,._,
j
:1,~m
7 I
• &io:S ~ ~ j_,.j - 0\"' I
l 2 I 1 I' - - I tc: ~ ~ · w· I ' r U .-1 , Q O : ) · ' • • ( I , i': i': 2 1 '- I\ '° 1-3- • 2 11 -,1-~· <;5, I i=,; - ~ IP L., ~ f---- - r- '11-- l/ ~ LJ
---
2 1
'-----
,,.
•r- r ,..:
I
r--l " "i
• ~,7
10·-& N
~ " ) '-7~ ~ ~ r-t- '
• ~ 8 / 11:1 .• T : - - _ I I I l O -~ ~ l 7 a·~ r ., . :f .. I r crJ ".-J I 1 N 9i, •"' :::i,:J - "'~ ) L I ~. J ·~ • J • L
~ '--1 I '--? L
<1" -= ~ ':;, ___,.
.,_ ..,_ h.
---------
,--... ,----._ ,,------..
Q ~ Err ~~1 ""!. .,
- L
~""
l!...L.O
J ~ I~ a\,JU "
~
•
~
- ,,---.. ~ ~I·«?
;;;_ 1 r ~T
u'L
rn
~
,I
~
rn"'L
,-• '
r--l '"~
~
•
~ IJ--,-..,
I~
·.,
;o I
a ~ I
:.. m I .p. z
► --t I
• , oO
" " a . •'I
" - , .,, . " J." ~ ~ L ,. " _ ,., 0 , 1..... 11, ,- " 1,, ~ rn ~ , . . . ., -; r, • , l z -,-c'c- L : . , ,, / .,1 - ,.~ " • .., o . , "-- ' -- . - . • l ' - •• ;.~ I " ' ' _· -. - . ' . '" " - , • ' - - - -- . - . " -- • --' - - -- _, , • 7 , • , " ' t, - - -" 1 - - " . • ,~ I -- - ,, 'Q .I 7-
".:_ - - " ,_ - ';:i I - _;. - ' I~ I
~ ;; ---',_ -~"------
<I
N
£
-. ,,.
-h L__
-
• N ,-..J
l lffi L_
~
N
N I! -
I ,=
.,
'--; N
.,
'--; L:
, ;
L N
,..
~
~
RATTl-ER RD.
632' +/.
w i g;
s
____ __ CEN_T_ERLINE R.O.W J_ .J..
00 00 0 00 00000
:~kl Ii' 111111111 Ii' I
llJ~ill~~ U;:;=lJ
=1·1, ··: ~'-: •·., '. , - .
:I I ,~~~*1t1 ,· l'i:==:::::n::e-=.±===i
:II II I Ill II Ii' I 1111:
:II 1=11 I _[ [ [_
\1 I i1
I 11 11
=I IL I I
IIIIITT,
=I 11
I
11111
11 111 I I
: 11=
r1 ;: 11,
1· ! 11
:I I '=-:..:'
L :[
!11 I ' I I IF •
=1 I 1
r-i
Ill lnr·
:lll-
\1 I I
\1 I I
\i I 111 11'
I I
[1111 I II ,
TT" , I I 11 111
~111~111; .... .. ~-
' -~ .•.
r • :._ • ••• ·::· .-· ..
==I .,,-2 1
~
~ r-
rn
~ •
~
n1
en
~ z
0 )>
:::0
0 )>
0 ►
~
6 a
a: ;z
~ a: z
~O:!
c,6
s: ~
==== IE.V.A. GATE I WALL II
-IO
RAffiER ROAD
18'-0" MIN.
18'-0" MIN.
R/W
C&G
0 C
ill
g
"' "'
;t;
~ r r m r
~
"' ;z
9'-0" MIN.
0 C
"' "'
=< -u -§;
r
~ ;a ;;:,;:; -z
G)
en
~
(')
m
CJ -:s:: m z en -0 z en
;:i::,
0 o;:J
l"T'I
;:i::,
~
::c
C
l"T'I
-<
)>
;:i::,
t"""I
::c
-
~
l"T'I
t"""I
~
V'I
(
\
~
::c
)>
'
\
,/J
\
\
\
Total 1st Floor 2nd Floor Garage Total Building
Buildings Living Area Living Area and Mech Footprint*
Plan 1
2-BED
Plan 2
3-BED
Plan 3
4-BED
Duplex
PLAN 1 + 2
Total 65 68 133
49% 51% 100%
39 77 2,159 SF 958 SF 3,117 SF
461 SF 1,437 SF
A B
1,202 SF 491 SF 1,693 SF
10 11 21 957 SF 467 SF 1,424 SF
--
723 SF
960 SF
723 SF
Elevation Scheme
*Includes 1st Floor Living Area, Garage, and Mech SF
7 7 14
10 11 21 976 SF
38 6
catana
rancho mirage, california
22024.01 03/07/2024
6 A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
A
A
A
A
TYPICAL CLUSTER
TYPICAL PASEO CLUSTER
RECREATION CENTER
elevation plotting Site plan
PARKING REQUIREMENTS
2 SPACES WITHIN AN ENCLOSED GARAGE PER UNIT
PARALLEL PARKING:
9’-0” WIDTH X 24’-0” LENGTH
GUEST P
ARKING:
0.5 SPACES PER UNIT
GUEST PARKING REqUIRED : 1
05 SP
AcES
ON-STREET PARALLEL PARKING PROVIDED :
93 SP
ACES
PERPENDICULAR PARKING PROVIDED :
12 SPACES INCLUDING 2
HANDICAPPED SPACES
TOTAL GUEST PARKING PROVIDED : 1
05 SP
AcES
MAXIMUM LOT COVERAGE:
35%
PROPOSED LOT COVERAGE:
31% (331,814 SF / 1,087,693 SF)
RESIDENTIAL
PRODUCT:
323,792 SF
RECREA
TIONAL CENTER:
8,022 SF
TOT
AL:
331,814 SF
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1144
R H A
ROBERT
•
HIDEY ARCHITECTS L
- - - ----
-- - ------ -
RETENTION POND
0.25ACR ES
r
-'- J
,
,.
' ,, ~ ?1--;-----,J ,.. - - r:,--<;;,"~ , 'I'""" 24' 'I"""" ..- 24'
" • -.
_k,_
" "'
-
I I .,
I I
I I -
,,, ~
-- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -
1-- ----- - -- --
- - r,-·, l--1r--w--- •t~t1=lfi~ fl~-~~ - --- -- -
" - --~ 'f~ ,tt--~ -- I ."
- lt--"T'T7"'-s;: , ---1 C ,:=i=7 N - - -s;.i• Ir-"", i'+==i 1t--r1,....._'1'f11--"'t-r ,----i • , _..i;";op- 7 N -"~ RETENTION POND
0.74 ACRES
I I
I I
I I
1--
[;; N Hfal' r:::,---'\ 11-N~ 'l- "F/;ib-r-71 7 , ,-----,, ,-----., . • • jN T
• "'' ' 1 H( - ■ ,l,l( 7 I~ f1 lcl 11 ~I
l 2 •
N
□ I: ~.[ )IN~ 11 I /'
"
)
11 u~
!.:.._JI
· J IL
I
1JJO
" ·1 -. ·, IL .,IL -
,--
•
N
-.,
C A -
T
•
I <'I>
"
,_..
~
N
•1 -
~
•J
T
~ /
l'r---' ~ ' I)
eJ I
~
~
~ .,
Q'l=.
A
N
l',---J w - •-
T
,,.
" 1· -.
,.._ ,' ''' -~
_,,1 0~~
11:106'
I f
I I
• il2' 13' I I 5 - - A I
r;:: ::df-:~ >.,4a,''----:Fl- <I I I I
2 I 1 I I
1'16'
-ttt+ 1-3- I I
•
~
" ~ a
~l ~ ,-,/'••~ ' , ~ ■ Iii I I 1 11 II
, 1 1 I , ( L' ~ - ~
)_ ~ ,_ ~ ,, . Jh ,k_ Jk Jlk ""' I " J I ILI - IUI ILI JUI ( l l I I s I I N
~I-
l h' It
L-!J, s J,~J_~:_~ \
w u
' ""' ,---c, "11 ~ '" . -,- ,- ~ ' - ,_.._ ' '
.,"llJ1 2 1 1 I I 2 II ' II I ••
v i ; r ..J r--=-: V ~ ..J ---; ~ ..J ~ V /' ..J ---; ~ • V r ..J I +'.-ff# )I , I I
I I
I I
I I
I I
~
,--
-1..:JJ'
'---, _
1 ...... ~"---..- .... I N ...... L JI N """" L , " N ...... L 11 ,. N 1-r- L .. j 'I"""" ...... L . .. 1l "d Ill ~ I __,,,_ I I
~ l "
V
~ •
To
, ,
V
N I \ 1[1 1' ~ - N I 1 ,, '~ - N !. ( '7 )- N I 1 ,. (7 1 N ~ G CJ' N I ".'.'. -I'')- 26 9 ,.,.---,_ I· < " ,I I : _,.., ,, :1!41 I ~ .4 Z4'1 I I .......... ~ 2fj ._, T 2fl : I - 2~· I I .......... "-,, ' - 1-- I ) _ W' Jr¼o~ r - - L::<o)i.J ---- J~o~ ~ i=(o:>=i :::-- Of11 1F(: (~,,~ e r I 3~3 II 3'=3' =J • i ;irs • fits - [ 3'n 3' -
O J '-' '- ' I '-' ....-==::: L-" - '(7' ~ i, ~
~ -...,oi r , 1 - Y- 1 / , '- ) .,J , / '.:..J ,:J' 1
(
I I
l
~ ~:
I I
I I
I I
- '-- 4-n - ,_ N - N - N 7 7 - - -2 1 2 ......_ _,,,,, .....---- -q ,---, -.:::r ,---, -.:::r - L_ tff.:!:d,,~ ~ .......... ..:1 .......... n A
_ 10· _ ~ 2s· ., .,,..---... J ,..... • • ,,..--.. ,..... .. r rl ...... I\J I ._ • • 1 I\J ,....- I. !lj I\J ~ 11 ~ ..
1 1 i,
11' 13' I \ __ ,,
-~/1 • , , I I
I I
7 --- --
w. 1 ,,.-.. '-- 1 N N 1 ,.-.._ '-' N 1 ,,-- -~ N ~ r , • """ N ~ '----' • ( r'-1 1 t ~ r-----• 1/71 N "'
'il"'--
l ( l \1 ,- 7 .:_:__J r: 7 ,- 7 J 'ti I ll l
Ji-- h ,t:,., - ,t:,., ,-
ir;::,._'IJ=::.r-r , , , , I I I I I I
- ,iJ==;=
I I
I I
I I
I I
I I
I
~ • 1111
{
"""'
(
BUIL 1IN( 1
s
't:W' "t
'
.
~
-
~
u_ O' ,.--.... 11l)
' 74 r," \,___.,
3 -ID
r---' ,_., ~ r--" - '-
\J~}- f-3- 2 1
6'
I I
I I
1~ 1
II I
~ :t- / ✓- ,.--
~
b . -~ 11.J :: --L __J \ I I I
"'
~I ,-e, 'J
~
l_Csl = _ _ L-J ( lll l I t ,_ 1 1
h -~ 11 It-'
-) ~ 1
1/ ]\ rf ~ - '2'-j I r;' l,!,,Ji I II 1- - ~ ;. i, w " L, 10' ,,. ,: I ll IJ N "' ' 11 ·- I --~ ,o' ""-Ji. I •" ~ , i ' null , '--- I 1 1 I! 111 _ ~ '!;-_ 1 : " , ~' • I- 7 1 1 I\_ ./ I I •
llL. l I -~ N , e ~ ~ ->'-", \ '• □□ □ Ill n-1 , ,_,_ -,u1 u 1J-l! t=J .• .,. • , , C '17' L.:..-, LJ ~ 7v' L- :=:. .ti ,- I Iii Jtl _ "'ii ~ ~ ( ~ 1 \ \ cc:
~ •
,..---.,
IB- I ' ' I · , '4' l ,/. '4' ' ' ~ llli '"'D0 ' ' :1 '--- ~ : : a: 7 • • 1 • .1 , • - _ • , - , rr '--- I • w - ■ 1,f ~ : , L 1.,,,. - 2 flla □ - : 1 ~ _ \ \ I N {\ 1 - N _: - N - m - ~ -E:: L 1, [; c'.- ~ I ,. '--- ! ~ 'i I- I ~ , - ', ii t: \lllll/JCTil~,1wMM '--- ( • I 1-
~ I I =---- 1L /0 ~. 11 10 :: ~ L ioonoo 001 oo " ~ I O - , u ~ :•J ,. t~II Ni ))--IS rl ~ "' • D C'::, . I - I I:
~ C -,.J:::---' __,_, I D
H~'~
·r
I ~ .
~ 1- I I 11) 1 , 2 J. 3
s·• ~ '- ,. ] . , , ] . , u " •·• I \ I , ) 1 I ,, ., ,.--'.;;; - ~ , ' It ~ • ( l '-J 11 I 2 I I '-I ~ ..... I 1--- Lb ,---- ,--- L..,_ '1 I
- ) ' N - l ' N - I , , ' N - II _,I I N /'.',- - 2 1 'w 101: ~ II 1- 1- Ll. • f:-,(j J ____ c. !I II .. !I I I
N I\ , '-- ~ _ N , / fl: N •
1c 11 _ "' • .r 11 _ • 1:
;,
H G l
~o~ _r:::;
~
7/
•~ I N
~""'l U -
~
'l,. ~.
,.
D.D
.......... ,, ~ ,, .......... - ..:1 I ~ .a _)_ 11
--,,-,. ' ' • I I , ., I " > l ,_ t I '- I I
- " ~ '--1..L,,--' '-LL/ .......,_,., '-.1...L.,' '--1..V - fffl tt-, 7 1-- - ri:, 7 -"" i i . -- \ I " j 1
~ ~ l J I\ _ 1'-8 13' I I
' I
' .,,..-r -.... .,,.,.......__ /Tr--. .,,.., ...-rr--.. .,.--...,_ m - /.-... ,, fll : I I 1i I ~ ' ~ ~ ~ ! ~ "f 1· ~ I ~ y I! ll : \
i'.I • - ( '-' '" - J,.--.lY - Ir , \, 1,.- _ ,. 10· ~ : :
' I "' \ jj._ .I\ N "' !:; er "' ~ er "' r; ~ • - \ ) - w il ~ ~ ._ ~ \ \ I I _ Iii _ I"' "' " , <I , 1 2 1 1- I i
l l o O I ~ '\..__,, I ~ (._,, I~ I '----" • " " ' I I
L.....-, A I / / " _ r ~ _ ' •6" f"--,. N / I J ', ( - • L_J I • , ~ • -"-'-1-, •=-... ; - ~ - J - , - "' - " - "' . ~ N ~ r , z 2 1 , ••• , , _. / Ii "' • 7 - · " I~ i, I I
,-, . C'\I 24" ' -LY L..- f--- L-- - < I- \ '"
,--, I ' I~ ~ ' " ' ' • h. 1'
~ n / N - ~ - .,. , , - l', f- H ~ - ~ - ,_ ,,. ,,., . ,,J', u~ " - "' '- '-: 1::::::,--- " "' ) ~ ~ " "' ~ '::; • .a . '-- 7 , I I - - \ \ ~ "' ~ TT ~ 1 ~ ' • ,11 1 ~ 1 :: 11 • ! ~ r \ \.
~ ' ' J
BUILDING 2
0 .ul ~-F
r
J
Uh .. 01~1',._ ~
0 '
'
'
RAMON RD.
"""1'
3UILDING I
~01 3'
,
.,.
~U_!!.DING '
~O
~-- ,_-
.
(
-
ILDING 6
80 -
SITE AREA:
PROPOSED DENSITY:
LAND USE DESIGNATION:
DESIGNATED DENSITY:
PRIVATE OUTDOOR LIVING SPACE:
SETBACKS
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
MAXIMUM BUILDING HEIGHT:
2-STORY PERCENTAGE OF:
BUILDING FOOTPRINT
24.97 ACRES (1,087,693 SF)
8.41 DU/ACRE
12,576 SF/ACRE
R-H (RESIDENTIAL HIGH DENSITY)
5-9 DUI GROSS ACRE
300 SF PER UNIT
20'-0" MIN. MINIMUM PER ZONING
15'-0" MIN. PROVIDED / 20'-0" MINIMUM PER ZONING
10'-0" MINIMUM PER ZONING
20'-0" MAXIMUM FOR 1-STORY PER ZONING
25'-0" MAXIMUM FOR 2-STORY PROVIDED
32%
N
EB
0 25' 50' 100'
SCALE: 1 "=50'
MCK E LLAR M cGOWA N
REAL ESTATE DEVELOPMENT
7 catana
rancho mirage, california
22024.01 03/07/2024
recreation center
1 DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1145
z
<(
5 • s " ' ~
i
' 0 8
I-
! (j
z
I
Lil
::;:
0 11.
0 .J
2 Lil
> Lil
□
ll'.'.
L<I
s <( (I)
.J
L<I
.J
.J
,I:
J
' '
Lil
.Ullil<IO~d ~~ll!!"IJ::i a::
w
~
0 2
8 catana
rancho mirage, california
22024.01 03/07/2024
2 recreation center pool
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1146
z
<(
s
0 I-
z
(j Lil
::;;:
0 11.
0 .J
2 Lil
> Lil
0 ll'.'.
L<I
s <( (I)
.J
L<I
.J
.J
,I:
Lil
0::
w
~
0 2
9 catana
rancho mirage, california
22024.01 03/07/2024
tYpical S tree t
3 DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1147
. ·~~~.
·~~ •• --,~.J:(k°.
""'~-:~~.·~,_ .,,; .. w
. .. ;-~ ,, I
~
D-T ;
---'
I g,
z
<(
s
0 I-
z
(j Lil
::;;:
11. 0 0
.J
2 Lil
> Lil
0 ll'.'.
L<I
s <( (I)
L<I
.J .J
,I:
.J Lil
0::
~ w ) -U-7C
,_
~
0 2
10 catana
rancho mirage, california
22024.01 03/07/2024
paSeo
4 DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1148
z
<(
s
0 (j
0 2
ll'.'.
<(
.J
.J
w
~
0 2
1-
z
Lil
::;;:
11. 0
.J
Lil
> Lil
0 L<I
~ 1-
(/)
L<I
.J
~
0::
11 catana
rancho mirage, california
22024.01 03/07/2024
vi Sual S imul ation
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1149
•
,......,
0.. cu
E
>.
Q)
.:::t:.
Q)
Q)
V')
----V') ...,
C
Q)
E ..., ,_
cu
0..
<(
cu
>.
E
i1
Q)
-0)
C
·-V)
.8 ...,
V')
~ ..c ..., ,_
0 '/ z
f
""O
cu
0 0::
C
0 E cu
0::
E
0 .;::
$
Q)
·->
0::
<r:
_J
_J
w
~
u
2 ~
z w
~
~
0 .J
w
> w
□
w
E m w
.J
~
"' C:
12 catana
rancho mirage, california
22024.01 03/07/2024
vi Sual S imul ation
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1150
•
• •
• \
•
' • • '
•
. ,· •.
". ..iJ.,i ... ~ •
-.: . . • '◄'. . . . z. :
---=-___:._~
Iii' \-i ~ ~'t;·,
.... ,~~,t"
~1'1;:~~J
I ?l •! l ~--_ l ·~ ' . ,. 1
. '
' '~-ii ~ i!i:,,
~
,.
1*' : .
n l~~R
,,~ ~ 1'
~I
1 1,1
I
..
I
'
' '
I'.~ I
I .'~
'
I I I
"
'
I,, I
;)JI' ),1
..--.,. ·\ I '
Q_
ro
E
>-
~
Q)
Q)
Vl .___.,
+-' Vl
ro
LU
0)
C
' , I
I I ·
' ' ~
0 0 -c ,_
Q)
Q_
0 ,_
Q_
+-'
C
Q)
u ro ·----'"O
ro
E
0 .;::
$
Q)
·->
z
<(
s:
0 ~
('.)
z w
~
u
~
0 .J
2'.
w
> w
□
0:: w
E <r: m
_J w
.J
_J
~
"' C:
w
~
u
2'.
vi Sual S imul ation
13 catana
rancho mirage, california
22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1151
-
~
--
---
I
i
I '
.__..
>--·-E cu LL
Q)
-0)
C
·-V)
0 +-'
>--,__
Q)
..c:
E
0 .;::
$
Q)
·->
z
<(
s:
0 ~
('.)
z w
~
u
~
0 .J
2'.
w
> w
□
0:: w
~
<r: ~
1,
m
_J w
.J
_J
~
"' C:
w
~
u
2'.
I '
14 catana
rancho mirage, california
22024.01 03/07/2024
vi Sual S imul ation
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1152
'
'
. " . : \ I ,~¼ "~):\_-""
: • ¼~l-<f:) 'c'.•~
• · :/lJ::'•-~~ ; . .,
~ '
" '
!
1'\
J
lJ '
,.
'
.,
'
J
J
T r
n
,.,
L '
----Q_
cu
E
>.
~
Q)
Q)
Vl
---+-' u
Q)
·----0 ,_
a..
>.
C
cu u
Vl
~
C
Q)
Vl
::J
0 ..c
+-'
C
Q)
u cu ·-----0
cu
E
0 -c:
+-'
Vl
cu LU
..c
+-'
::J
0 Vl
0)
C
I
0::
<r:
_J
_J
w
~
u
2 ~
z w
~
~
0 .J
w
> w
□
2 4
3 1
3 1 2
3 4
15 catana
rancho mirage, california
22024.01 03/07/2024
15 Speci Fic pl an S e tBac K S ec tion S
Section 1
Sec
tion 2
Sec
tion 3
Sec
tion 4
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1153
R H A
ROBERT HIDEY ARCHITECTS
I
I 45'-0" MIN. TO EDGE OF SECOND FLOOR PER SPECIFIC PLAN PL i f
-□
I
92'-0" ACTUAL SETBACK
-c:I
l h~ I _0 I I
I
-
I
'
RETENTION
I
I 45'--0" MIN. TO EDGE OF SECOND FLOOR PER SPECIFIC PLAN PL ·f 51'-5" ACTUAL SETBACK l
PARKING LOT
I PL
-~ 55•_, - MIN. TO EDGE OF SECOND FLOOR PER SPECIFIC PLAN l I I 64'-10 1/2" ACTUAL SETBACK
~------ ~ ------------------------------------------ .~- ➔
r
1'
0 MIN TO eooe CF SECONO FLOOR PER SPECl!"IC PLAN
I
PL
•
110'-7" ACTUAL SETBAC
;...
I I I
I I I
_____________ £AD~385 ~_LL __
~
-:r '111
1-C'~I r/-1• ,.. •~- ~
~
I
fb :,
r11J1&
~''i'~
• - ·1
• ! ,J ~- ''½i
L_;,, ,,· ~
i • .I ~
t/ c ±, __lj I t ";J
q,}f1 ~f,r~ L,
'1- . J
~ ri'1f,:,i • '•t-J l '
,I ~- '" I 1--1 I•. 11
... , -· ~
l' ,,~ '~ i.T •.
I I;
r"';~-·~: I
.L
4r,"
-~,j
··,,. \
, .. ~,/1
'. ! " ITJ.' . •
- •rl'
"-. ~ --L"'. 1/
\_-~~
'
,- t ,~•
~
0 2' 4' 8'
SCALE: 1/8"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
c:i a:
a: w
..J
s a:
16'
16 catana
rancho mirage, california
22024.01 03/07/2024
16 1
121
3 2
28’
21’
7’ 3’ 4’
16’-4”
29’
17’
14’-2”
24’
2’
2’
2’
2 ’ 3’
3’2’
4’3’
4’2’
4’
24’
11’4’6’
6’ 4’ 5’
14’ 9’ 25’ 1’-10”
22’-2”
23’-8”
28’-1”
Typical clus Ter
Firs T Fl oor
priva Te
yard
priva Te
yard
priva Te
yard
priva Te
yard priva Te
yard
priva Te
yard
plan 1
1,202 sq. FT.
2 bedrm
, 2 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,693 sF
incl
uding gar
age area (4
91 sF)
plan 2
1,680 sq. FT.
3 bedrm
, 3 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,424 sF
incl
uding gar
age area (4
67 sF)
plan 3
1,936 sq. FT.
4 bedrm
, 3 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,437 sF
incl
uding gar
age area (4
61 sF)
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1154
R H A
ROBERT HIDEY ARCHITECTS D□D
----------- 7
DuD
0 !
□ '
, _______ J
r,r===,ID
□1 1 :jLJ
~
~
I
J
(
17 \ I
\ I
V
17 \ I
\ I
V
17 \
\ I
V
D I D
L _____ _ _ J
L
\
_j L
\
_j L - - _l L_ __ _J
Ir
Db]D
------
D I I D
~
L __________ _1
.. . ------
I
L L _j
n ------- ,
------------7
Ori□•
u·.
,----7
' ,
r - - - - 7
' ,
,----,
' ,
' '
,----,
' ,
\ ,
•► ---,
□
-7
l01l l ITP : 1H
I I I I IIIIM □
I I ttJ : lfJJ _I _ ~ □
-
~
L ..., ,_ ______
I
I
I
I
I
I
I
I
...1 _ / _.=.,_ 1_ L
I I I I
\ I \ I
V V
••
0 II '
llfll
11 ° 1
II
~
a
•► :
□
L.._ _ _ _ _
I: 1 ~
0 r- - - - - - - - - - - - - -f _-_--- _ -----[§3 1 r r,. ___ ----------~ "'t.r
□
:----JI LI □
' L
C Q'Q
r
0 -1
' • a
I -----j l 17 -
' ' ' '
' ' '
' '
' , ,
"
,
l \. , , , -
, , , ,
' ' \ ,
" r-T----7
' ' ' ' ' ' I I I ,... - "'
LL., I .,,
l(+-1.~r.:.-_---1 ~:: ...
I ' ,: I ' - " '1' 111 [ /IG)' -
~¥1L1:.!J@I
'
~
-
□□□
18 □
□ I ~ □
I
' \
' ' ' ' '
,
, u -,
' ,
"
'------------- ffl
~-------
r---
r ---- J
I
' '
, ,
,
' ' ,
"
,
"
. -n
0 Io I
" " "
□
0 l □
-_J
◄• '
!
r----"'
I
--7-------- I --~ ______ J
r ---------------, - - - - - - - - - - - - -' .------
I I I ~ □
□
D
~
::-7 '~
i" lr~1~21
c~o . ---, "
~ "
1• ,- --
11 • •
I
•► :
r~
'
0 L ___ _
L - - 1- - - - - J
" " "' : r "
. -
, , ,
, ,
•
" \
, ' , \
, ' , '
8]10
, ,
•
"
' , \
' 1 - 1 I
' , ' , ' I
'® ' I® r1'11if;A;-l
" - " - -
: I / ) Ii' I : \ I
:>I L--~-=.J~Ld. ' ' , " ' ' ' ' ' ' \ I I
L ____ LJ •
, ,
L
, ,
" , ' , ' '
,g ' ' , ,
,- ' ,
' , ' ,
C L
' " , '
' '
"
-------- - ----
L ______ J
' . f - -
-----,
0 □ I
I I Ill
' I : ~·
: ◄• I ' I
- ►~ f C
- - - - -- - -
-.
"1
r~
I
LJ~
□□□
------ ~
L - - 1- - - - _J
□~D I ,--7 ,-- 7__
1~ - .-11--.,.-~-
7 \
" "
111 I 1 1 x
-
- -. " -·
, ' , ' ,
@)
" ' ' '
'
1 - :
'
' L - - - - .J
[SJ
~ --~
" " > ,
" - a
r---------- 7
7 I
0 11 ==nu
~
0 2' 4' 8'
SCALE: 1/8"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
16'
17 catana
rancho mirage, california
22024.01 03/07/2024
17 Typical clus Ter
second Floor
plan 1
1,202 sq. FT.
2 bedrm
, 2 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,693 sF
incl
uding gar
age area (4
91 sF)
plan 2
1,680 sq. FT.
3 bedrm
, 3 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,424 sF
incl
uding gar
age area (4
67 sF)
plan 3
1,936 sq. FT.
4 bedrm
, 3 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,437 sF
incl
uding gar
age area (4
61 sF)
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1155
R H A
ROBERT HIDEY ARCHITECTS I ,------~
- _J
----------7
------ " ' / '
' '
0 I
I
I
I
~
-
OI
- 7 I \
" IL I
_ _j ______ _J
~
I
I ·1 I
I - II I
I -, ,, I
~
"'
~ /'1 ~ I \ , " I
I L " ~ IL - - - - - - _J ____________ _J I/ , I l -1
I I " I
L _______ J
~ --------- ~
r - - - - - - - 1- - - "
I
I
I
I
I
I
• ~□ • "'
,, - II 1(11
I
~
' I
I
-
~ u . •'
I •
d-1 ' ,LJ
)
I
I
I
I
I
I
I
~ 01E1i\ar
'
' ' I
~ -7
□- ;
DI 0
~ 0
V , - - I
L;:J ________ __,
' '
11 ""
L _______ J
I
' - - - - - - - - 11- 7
I
I
I
' '
II
I
~ -
' - - -
l ___________ __J
r------- 1
, - - - - - - 71 - 7
, II t '' 1 , - - - - - - -J r::1
r - - ~ - - - - - - - - - ~ }
, Im 11 \__ • 1
I
L -
---ru
I ,e rl.E:iil" Q Q '::j . I
I , 11 I
1 '~ ~ n r~~TTTTffin.!..!.-- 1 ' I I
0 ~
: Q ~ -==- -
I r - - - - - - J
- - - _J
,---__ J ---------
w Vo '
' · ' I I I ~l_:J (1 /~ :
II 0 \J
.i--
- · .
-~
H I l)~ t ~ ,-- - _ .....
- - "" j,-, ✓
I --,
I
,- 7
r-
~,
■
L - - - - - - _J
r ----------7
,------------ --~ ~ ----------
-------" LI ~ •
I / I
17 '
I
0 2' 4' 8' 16'
SCALE: 1/8"=1'-0"
MCKELLAR McGOWAN
R EA L E S TAT E DE VELOP M E N T
18 catana
rancho mirage, california
22024.01 03/07/2024
18 1
1 1
1 2
2 2
2 1
1 1
1 2
2 2
2 Typical paseo
clus Ter Firs T Fl oor
24’
8’-4”
3’ 3’
3’3’24’
24’
16’
17’
18’
24’
24’
27’
24’
8’ 4’
14’ 9’
priva Te yard
priva Te
yardpriva Te
yard
priva Te
yard
priva Te
yardpriva Te
yard
priva Te
yard
priva Te yard
plan 1
1,202 sq. FT.
2 bedrm
, 2 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,693 sF
incl
uding gar
age area (4
91 sF)
plan 2
1,680 sq. FT.
3 bedrm
, 3 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,424 sF
incl
uding gar
age area (4
67 sF)
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1156
R H A
ROBERT HIDEY ARCHITECT'
I
I
I
I
I
I
I /
t-j--- -
1 ..,
-. r
1--1- -
J_
l -
Ci"
-
• •
~
l -
~ . ~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
,.._
.\
f'::
-- ---7
r '1T , ___ _
I.. •
0 ' '
' '
' '
' '
' ' µ 11
- - ---
r· - -
-- -. ----
'- --
r--
--
0. --
[_ - --
" " f-
1--
~
=== LJ LJ LJ
I'., J. I .
<
C
,-H ~ \: I
II Ill\ I r-:::7ill-<'a-•
LlLJLlL lL....J L _
,----,-----
1 : @ ,....... --
I r-- , ... ::., : ,,..._
I I Jc! ;,i '
I , -- c==-J,.-"-- :
I 1 --- - r-- : ~ I' --:;,j- I
I , , ------ ~..::.~
I ~-~ [9------- === 'l I
· I "11-...::=...;.r - - 1 1
I - - II I
I
- "
--,--
ID
-
1 V "
"--- "
rtn.Jro1
/\ -' . ,
, O'''
1 1 1 I I
" ' 1 1 I I
L '
- I I - __,
" " t.,. - \
'= I Q L I • - - -
= J ..... .,. : ,_,V • 1: ~ -......___ □ I
~ t ■ ' - ___ J
J '"-
~ /
•
' '
~
'.._ __________ 7
Li □
□
c--
1--
'=
□
- -1- 7
'
l) '======' '
'
r7 L_,
' ' '
' ' ,,.
~
,£1@
□
t--
t--
' "==!l I '
~ ~ □
r l_____ I
111 n ----~
' ' ' ' ' '
r ---------- -i------~ ~ T 1--- f t-r;:-==~: ====== 71
H-
r-,
'-' ~
VCJDI
"-I~
µ
c. .. '' - -- 4 /\ 1,
~
r -
' -I : I .
u
" "
f--
' ' ' ' ' '
I '
I : ~-- - \ I I
0 ===
~~~
' 7,_.,-, I • I • I
I
I
'------------- 7
~ I I ~ □
t--
□ t--
'=
□
- - 1- 7
' ' (.J
I
I
,...--------- 1
: D
I
I
e " -
' ' I
I
I
' '
--________ j Ill ;
□ ~ tr
r-
,--
>-- □
~1 - 1 □
!
I
!/
--- , - -- -------7 - - - iii
r •- : - f111 1
• ,,.,. •• ~ ==- I
..... . '1 / □
" --- 0 ( 1: □
" □· "
I I
O
•
I I 11
'
' -,
L _ ___c_ _ _,
ffi " " ' ,.E]
I l'EJ
t:
V ' - '
-- --
~ --, - - a
......a--~= __ ,
- '
::i -r--;--ii ~ ::: :::: - - I
;,:- -ti -- I
, --~ r ---, -- ---.J ' r - "'., r--- --l : --K-.- 1-,. I 1 --. I I
: '- - '°' I I
~
FFll l'C::-::-~~I" -
71 _ J @ I ____ ~
~□ -
' ' ' '
' ' '
' I
~-:--I □
It--
It--
□
.l
□
L-----------,
'- - --
~ J / ••
_./~Q DD
-- i=
L:.L:t '.J
-B-G-0-
" "
I I I I
I I I I
- ' - '
-
- - - - .j
-- ' - - ' -
-- ' - - a
0 11 □• I I
I I • •
I '
"-
- - - - - - - - 1- - - - 1-+-~ 7
/ I I
I
I
l l ! l5}
., .fr 1""
I
-
__________ _J
_c
' ' ' ' ' ' ' Le_
,-----------_J
□ ~ I ~
t--
~
r--- ---1 --
,
' I □
I •
,, "" .
-7 "1 I
I
I
_[ .... -
DJ_) '
O
- A 7 ::
' "
' " '
'
' 1/ I I
L ~
1,
~J ~ --
V
" A ~ " , "
_____ -,
--------- -- -
~ itH11~ ___ --,
- - - - ..I
r-
I
I
: m .____ DD
I : r.:J - ---- . @ □ I ' ' I L - -· 1
~ - H 'i I
tt--1 :1/::\ I l:j _ c=l t==I
□
r 11 ~ro
~ x! Jl~~-J ____ _,
I I -....--,-,.i -----k-,., -fl------
' --~ ---' ..-- _, Ir----, --
' -l<.....-~----1 - -
L"I I --
r:.::,,· " I : ..I
~ I I _,
:~
J
C
-
,-
I
I
---- '-------- .1
~-----------~ ~----------~--_[
t-- --H
_j
l -
I 1L ________ 1------------ 1
[¼)]' □u□
' '
' '
' '
' '
' '
' ' ' ' ~
' '
~-:--ID
II-
□ It--
~~
□ ~ I I ~
L-----------,
- "?I I I
XI H ~
" (@) -
, -.
DD
-
- a
-liol.l.ll-- ..11""'\
Ci" ,r-
-
. -
,
- a
:!" - - - - -..,.;,,;;;;,,;
r, r, r,
--- '' - --
' ' ' ' . ' '
r--7
'' fE
'' ~
IID 0
'
~
..... "-------------- ·- - --f- - e- - t- l - .J L _______________ _ -
H
I
I
I
~
w
c::;-
-
l -
I
Ci"
-
,
'
l -
~
0 2' 4' 8' 16'
SCALE: 1/8"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
19 catana
rancho mirage, california
22024.01 03/07/2024
19 Typical paseo
clus Ter second Floor
plan 1
1,202 sq. FT.
2 bedrm
, 2 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,693 sF
incl
uding gar
age area (4
91 sF)
plan 2
1,680 sq. FT.
3 bedrm
, 3 ba Ths
2 -car garage
ToTal F oo Tprin T : 1,424 sF
incl
uding gar
age area (4
67 sF)
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1157
/
' '-I
'
71 I
" ■
C
I
L -
-------
-------
-------
------
I
I -
I
I
I
L
I
~. I
/
I
I
"'
'
'
71 "-
I
I
I " -
I ~-
I
I
I I
L -I
I
I
~ --u~ :
I f\O 'I I
-------
VI
1--
u
LU
<:C
1--
::c
u
c::
ct:
:::c >-
LU
C
::c
c:::::
1--
c::
LU
co
0 c::
-7
/
L
7 ■
" IL ______ _J
_J
/
L -
,--
---------___ _j
r
Q
G
I
II
\
I
___ J
f ,-----
- - - - - - - - - - - -_J
/1'---_
1o
~
• z 0
-' ~
II <( ~ co
~
s u.i
_J
-<(
0 ... u I-
"'
Cl) z
0 (j Lil
::;;:
0 11.
0 .J
2 Lil
> Lil
0 ll'.'.
L<I
s <( (I)
.J
L<I
.J
.J
,I:
Lil
0::
w
--~
0 2
'
L - - - - - -_JI
'
__)
'
I
L ' - - - - - -....JI
20 catana
rancho mirage, california
22024.01 03/07/2024
20 Floor pl an
plan 1
1,202 SF
1,202 SF
1,202 SF
491 SF
1,693 SF
FIRST FLOOR:
TOTAL:
FIRST FLOOR FOOTPRINT:
GARAGE FOOTPRINT:
TOTAL FOOTPRINT:
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
2 2
1 1
7-1158
R H A
ROBERT HIDEY ARCHITECTS
c)
r------------------------------::----1 ------------- ~---------------, D 0
MASTER
BEDROOM
12'-10" X 15'-0"
12' PLATE
□
GREAT ROOM
14'-10"x 15'-2"
9' PLATE
□
0---!---1-n ' □
---------1 0
J __ _ --------
'
0 ' '- ---.,,.
r - - -_,,.,
' K
' '----""'
'
:11 __ 1,
' ' M.BATH '
FAU
~
@
/ - '==='
□ LAU.
n 0
0 " '
r,
' -- LJ
KITCHEN
DINING
i
ENTRY r;-------------------------------------: 1
, ,
' ,
, ' ,
' ,
" I ' ,
' ' ' , ,,
' ' , '
' ' ' '
' ,,
0 '
'
' '
,, ' /,L_ _________ ....)
FIRST FLOOR
GARAGE
20'-2" X 20'-2"
'
' ,
'
✓
' ,
, ' ,
" , '
' ' ' , , , ' ,, '
1 '
'
' '
' '
' ' ' '
' ' ' " L _________ _j-
:;
'
~ 'I F,;)
=-------J.I u
BEDROOM 2
10'-0'x 11'-0'
1°
0 11 ,-=======i1r, -1
'----,
~ ______ J ____________________________ J
SCALE: 1/4" = 1'-0"
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
21 catana
rancho mirage, california
22024.01 03/07/2024
21 Section S
plan 1a
Sec
tion 1
Sec
tion 2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1159
R H A
ROBERT HIDEY ARCHITECTS
25'- 0" MAX. ALLOWABLE HEIGHT
~ TO TOP OF ROOF SHEATHING
_/ _____________ _
~
I
~ w
I 1ST FLR T.O. PLHT I-
~
z
□
~
~
m
~
~
~
~
w
> 0
~ ,;,
~
~
.~ m•
T.O. SLA!L __ _
25'- 0" MAX. ALLOWABLE HEIGHT
~ TO TOP OF ROOF SHEATHING
_/ _____________ _
~
1ST FLR T.O. Pal~H~T __
I
~
w
I •
~
' z
□
~
~
m
~
~
~ ,;, ~
w
> 0
~
-'1,-
~ <0 ~ _
T.O. SLAB_
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
22 catana
rancho mirage, california
22024.01 03/07/2024
22 roo F pl an
plan 1a
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1160
R H A
ROBERT HIDEY ARCHITECTS
f-;
;.,,
-
I
f- - -
°'
-~
-
;.,,
--t<
-
1/2" / 12" 1/2" / 12"
1/2" / 12"
;.,,
--
~
-
~1
12'-9~ T.O. PARAPET
12'-9" T.O . PARAPE T 112" I 12~
1/2" / 12"
~l
1/2" / 12"
~ j
3/8" / 12"
12'-9" T.O. PARAPET 12'-9'' T.O. PARAPET
~
0 1
1 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
23 catana
rancho mirage, california
22024.01 03/07/2024
23 elevation S
plan 1a color Scheme 1
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
23 2
8 1
2 9
6 8
8 5
8 6
8 5
8 6
7 7
7 6
entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 11 11
7-1161
R H A
ROBERT HIDEY ARCHITECTS
_,
I
-'I, T.O. PARAPET 1 Q:.___
I
>-I
'2 w
I
C)
z
5 J
'
5 m
::i ~ ;:;
w -> 0 .
t, ;;;
~
~
_ -°\.- T.O. SLAB _
-, - ~ CO ' FINISH GRADE 1'1
LEFT
25'- O" MAX. ALLOWAB LE HEIGHT ~--- TO TOP OF ROOF SHEATHING ___________________ L ________________ _
I
I
I I I
,....
I
I
II
II 1IL.,
SCALE: 1 /4" = 1 '-0"
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATH ING
_______________________________ L ________________ _
■
■
■
■
■
■
■
■
~ - T.O. PARAPET 1 __ _ ~------ ■
>-I
" iu
I
-"
1ST FLR T.Q...PLHT
" z
-
5 -
J
,,_______,n ~
-
□□
5 m
J
~
J
;:;
w
>
j
■
■
0 .
~ ~
' • I I I
'
■
~ T.O.SLAB
-, - , to_, FINISH GRADE ~iii;~iiijiiiiij~:;;;;;;;;;;;;;;;;;;;;;;;~t;;:il;;::::========--J __ -t-,----1----------- RIGHT
SCALE: 1/4" = 1'-0"
I ~ - ___LQ. PARAPET 1
>-
' ~ i
I
'2
; r _ j_§J FLR T.O. PLHT
~ -;-
D
J
5 m
::i ~ ;:;
I I I I Ill II • 11
LI w -> 0 .
t, ;;;
~
-
_t _ ___.IQ. SLAB
_, _, '°' - FINISH GRADE
l 11. II JI JI I
FRONT
~------- ====
>-I
" iii I
"
-'I,- 1ST FLR_LO. PLHT
z
5 J
5 ~ I ~ I ~ M
I II
w
> 0 .
i:, ·' m
"' ,., I II
. +- I .U • .:>L
,-,"',-
REAR
i~ r .
II
II
~ 11 V II
1 1
1111 I' I II
I I II 11:
Ill i l·\l l II 11 1111 fl
SCALE: 1/4" = 1'-0"
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATH ING
J!!
~
-- '
j
II , Ill i :
I I
I I
25'- 0" MAX. ALLOWAB LE HEIGHT ~---
TO TOP OF ROOF SHEATH ING
■
■
■
■
■
■
■
■
- ■
I fl ■
I '
'
■
SCALE: 1/4" = 1 '-0"
~
0 1' 2' 4'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
8'
24 catana
rancho mirage, california
22024.01 03/07/2024
24 roo F pl an
plan 1 B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1162
R H A
ROBERT HIDEY ARCHITECTS
14'-r T.O. PARAPET
3/8" / 12"
14'-7" T.O. PARAPE
1/2" / 12"
14'-r T.O. PARAPET
~
,;
----------- ~ ------
"' --~
-
1/2" / 12"
N
-
-
~
14'-r T.O. PARAPET -
1/2" / 12.
12'-9" T .0 . PARAPET
"' -
-
~
-
12'-9" T.O. PARAPET
3/8" / 12"
----------------
- - - - - - - - __ _J '- 112· 1 12"
12'-9" T.O. PARAPET
~j
-~ 12•-s• T.O. PARAPET
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
25 catana
rancho mirage, california
22024.01 03/07/2024
25 elevation S
plan 1 B color Scheme 2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
2 2
2 8
9 1
3 7
7 8
8 8
7 6
6 9
7 7
9 5
entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 11
11 7-1163
R H A
ROBERT HIDEY ARCHITECTS
T.O. PARAPET 2
T.O. PARAPET 1 "!_
~
I
" w _, _
I
" z
□
~
~
m
~
"
~
~
"' ~
-w
> 0
½ ~
"
T.O. SLAB -
LEFT ELEVATION
T.O . PARAPET 2
-, T.O. PARAPET 1 -
~
I
" w -\.- ____1_fil FLR T.O. PLHT I -
" z
0 ~
~
m
~
~
~ ~
~
w > 0
~ ~
"
~ - T.O. SLAB. __ _
~, 1o , FINISHGRADE
RIGHT ELEVATION
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
- - L - - -
-
_J
- --
- - --
- --
I
I
SCALE: 1f4" = 1 '-0"
I L _
25'- 0" MAX. ALLOWABLE HEIGHT
---- TO TOP OF ROOF SHEATHING
-
SCALE: 114" = 1'-0"
..,.
■ ..,.
~
I
■ " w _, _
I
■ " z
□
~
~
■
m
~
"
~
~
"' ~
-
■
w
> 0
½ ~
" ■
■
__ ,._
_, _ , oo , _
_,
■
..,._
■
~
I
" w ..,._
I
" z
0 ~
~I I
~
m
~
■
~
~
~
w >
■ ~I I s, I
-~,1o~
25'- 0" MAX. ALLOWABLE HEIGHT
---- TO TOP OF ROOF SHEATHING
- - -- - L -
T.O. PARAPET 2
T.O. PARAPET 1
1ST FLR T.QY LHT
,_ . -
r, ' -,
• -
,
•
•
lJ
• '
- ' -_,
' ' -
' T.O. Sl...&!3
FRONT ELEVATION
T.O. PARAPE T-2_
T.O. PARAPET 1 - - -
Jr-
'
1ST FLR T.O. PLHT
111
I 11
T.O. SLAB_
REAR ELEVATION
I
11 ~ • s;i
I '
"
'
I r
I I
I I
SCALE: 1f4" = 1'-0"
11 SCALE: 114" = 1'-0"
I ,_
' ■
II ' '
I r
i
,
1:
I i
I ,
I I I ■
I I .
'
11 II I
____ 25'- 0" MAX. ALLOWABLE HEIGHT
TO TOP OF ROOF SHEATHING
'
■
■
■
■
■
■
■
■
■
■
■
~
0 1' 2' 4'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
8'
26 catana
rancho mirage, california
22024.01 03/07/2024
26 Floor pl an
plan 2
957 SF
723 SF
1,680 SF
957 SF
467 SF
1,424 SF
FIRST FLOOR:
SECOND FLOOR:
TOTAL:
FIRST FLOOR FOOTPRINT:
GARAGE FOOTPRINT:
TOTAL FOOTPRINT:
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
22 22
1 1
7-1164
R H A
ROBERT HIDEY ARCHITECTS
r - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - ,- - - - - _J
M.BATH
MASTER
BEDROOM
13'-5" x 13'-1"
CJ==.
---------------------,
LAUNDRY □
l~\ o
/ __/.
W.I.C.
I I
I I
I I
'1
'
:1
JI
r - - - - - -
1: W.I.C.
I:
1:
---7
I
L -------------------,
DN f---+-~
BA2
BEDROOM2
12r · x 11'-3"
L------------------------
SECOND FLOOR
SCALE: 1/4" = 1'-0"
I
'
c-------------- ~------------------------1
◊-------
r-------
I
I --,-
'
- - - -
"" ----
I I
I I
I I
' I
I I
I I
BA3
~
DINING
- - - ' - -< - 1- i> - --~
i-- L:::::::J L:::::::J - - - - - "
\ ENTRY ]:
Qb
j:
~
- ~-~---~-~ ~
L _____ _
BEDROOM 3
10'-7" X 11'-0"
□ □
GREAT ROOM
15'-2" X 14'-5"
□
[ - - - - - - - - - - - - - - J
I
' I
' I
UP
I
'
I
" '
' ' '
'
'
'
' ' ' L _________ ..J
" [±]
~~
KITCHEN
_J
GARAGE
20'-4" X 2 0'-2"
I
'
I
I
I
'
,:,: ®:
~ - t - ~ r~A - 1 @ :
\ I 1 11 I I I \ I I
I / I I II I V , I
/ t I \ 11 I /I \ I
i~-~- = l -~ l J-----_ ~ ___ _ ,-,
" I I
I
I I
I I
'
'
' ' ' ' L_J ________ _
' ' ' '
' '
' ' ' L _________ ..J
-------------- , ---------------
FIRST FLOOR
SCALE: 1/4" = 1'-0"
-- ~ -- ◊
- - _J
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
27 catana
rancho mirage, california
22024.01 03/07/2024
27 Section S
plan 2a
Sec
tion 1
Sec
tion 2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1165
R H A
ROBERT HIDEY ARCHITECTS
~ I ~r· - ~
w ' I ;...Si.,
~
z
0 ~
~
m
~
~
~ w
6 -
N I b)
~
~~t
2ND FLR T Q. S-~H~TG~ _
1ST FLR T Q PL~H~T __
T.O. SLAB
25'- 0" MAX. ALLOWABLE HEIGHT
~ TO TOP OF ROOF SHEATHING
_/ _______________ _
~-- 25'- 0" MAX. ALLOWABLE HEIGHT
TO TOP OF ROOF SHEATHING
__________________________________________________ 1 __ _ --'i,--- 2ND FLR T.O.c..£'LH,T~--
'
~ I ~
~
'" I
~
z
D
~
5 m
~ I ~ ~ M
~ ~ 0 -
b
~
~
-"'-
~
2ND FLR T.O.,_§HT~G~ --
1 ST FLR T.O._.E.LH~T __
T.O. SLAB
' '
' '
~
"
p
i - . ·- -
II 111 11 1 I
L ii ii I II
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
28 catana
rancho mirage, california
22024.01 03/07/2024
roo F plan
plan 2a
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1166
R H A
ROBERT HIDEY ARCHITECTS
~
~
r -
I
I
I
I
I
I
1/2" / 12"
112" / 12"
/4
~1 ?i
N
--~
-
24'-2" T.O. PARAPET
j
24'-2" T.O. PARAPET
"' --~
-
23'-2" T.O _ PARAPET
t.,;,
"'
"' --~
-
1/2"/1 2" 1/2" /1 2"
1/2" / 12"
~! ~
23'-2" T.O. PARAPET
3/8" / 12"
~j
3/8" / 12"
23'-2" T.O. PARAPET
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
29 catana
rancho mirage, california
22024.01 03/07/2024
29 elevation S
plan 2a color Scheme 3
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7 6
99 2
2 7
1 10
112
10 11
8 6
88 8
6 7
8 2
6 7
3 entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 7-1167
R H A
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATH ING
ROBERT H I D--E-Y- A R C-14- 1-T--E .( + ~ - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - T.O. PARAPET2 __ _
2ND FLR T.O. P"L~H~T __
' I- :;-
I m
" w
I
" z
a
= ~
m
~
2ND FLR T.O. SHTG
cl. "L
~ ~
w ~
1STF LRT.O. PLHT
I ~ I
~I
T.O. SLAB _
-i- W~_ FINISH GRADE
'
~ I ~
" w
I
" z
a
= ~
m
~
~ f·1-w ~
~ ;'._ "i.-------
6 '
" " N
"'
bJ'--, ---'-'1--
T.O. PARAPET~2~--
2ND FLR T.O. PLHT
2ND FLR T.O. SHTG
1ST FLR T.O. P~L~H~T __
T.O. SLAB_
-
-
LJ
I
I Ill Ill II II II I
11 II
Ii I
I
LEFT ELEVATION
- -------------
RIGHT ELEVATION
Ill
j''
- - - - _l
11 I
l
II -
-- -~7 -l
' I
I
I 1111 I l
r ~I I ! !-,I ~
SCALE: 114" = 1'-0"
~--- 25'- 0" MAX. ALLOWABLE HEIGHT
TO TOP OF ROOF SHEATHING
■
■
■
•
■
■
■
■
I ■
SCALE: 114" = 1'-0"
■
" ■ "
■
■
____LP. PARAPET 2
-'!--- ___.WO FLR T.O. PLHT _
' ~ ·. " "' -, ........ "
I
" z
a
~
~
m
~
~ ~
{ - ____wo FLR T.O. SHTG _
i -
;/; I -!'!.----- ___j_§T FLR T.O. PLHT _
-HD'1 1 ■
b
•
II
N
1-----tr-----1h Ill
I~ I II ur I I Ill ~, Ill 1• 11
., - " - , .. - '" - -·
I I _1_ ____Ll). SLA~
-)/o{- FINISH GRADE
FRONT ELEVATION
SCALE: 114" = 1'-0"
------ - ------
T.O. PARAPETc-2 __ r---------------~-----~~------- --~--- -; ~ -I m
2ND FLR_lO. PLHT
•
• ,
,
j
.
j
L
25'- 0" MAX. ALLOWAB LE HEIGHT
~--- TO TOP OF ROOF SHEATHING
~ ■ ..,
Ill '" Ill I I
II I
,,
1:1 1:1 I' .. , 'II :--
1:1 I'" I ' II I Ii
.,.
I, I I
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
■
■
■
■
■
■
■
" w
I
" z
a
= ~
m
I ~ :
~ 1 • ~ "' W M
> ~ 0 - '
b
~
N
"'
2ND FLR_LO. SHTG
1ST FLR T.O. PLHT
_..., i:c,-'j-,· T.O. SL.A§._
,. -
REAR ELEVATION
SCALE: 114" = 1'-0"
I . _.. ■ .,
' : ■
~
0 1' 2' 4' 8'
SCALE: 1/4"=1 '-0"
MCK E LLAR M cGOWA N
REAL ESTATE DEVELOPMENT
30 catana
rancho mirage, california
22024.01 03/07/2024
roo F plan
plan 2 B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1168
R H A
ROBERT HIDEY ARCHITECTS
14'-1" T.O. PARAPET
I
I
I
I
I
I
ca c,
, 1/2" /1 2"
I
I
23'-2• T.O. PARAPET I
3/B• I 12"
----- -
"' --~
-
112· 112"
½'
N
"' -
-
~
-
14'-1" T.O. PARAPET
112· 1 12" 1/2" / 12"
~1 ~ l
N
-
-
~
-
23'-2" T.O. PARAPET
l~-JL~--~--- '
112· 112"
23'-2" T.O. PARAPET
I/ I - -- - - - - - - - - - -
23'-2" T.O. PARAPET
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
31 catana
rancho mirage, california
22024.01 03/07/2024
31 elevation S
plan 2 B color Scheme 4
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
9 2
5 2
9 7
3 10
11 5
8 8
6 1
10 11
7 6
2 2
6 7
6 7
8 5
2 8
5 9
6 4
4 4
8 4
entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 7-1169
R H A
ROBERT HIDEY ARCHITECTS
-~--- ____L9. PARAPET2
~ 2ND FLR T.O. PLHT
. -~I '" I ___LP. J:BRAPET 1 - - --w
I
" z
15 J
5 "' J
~t-
2ND FLR J.O,_§HTG J
«
" w > 1ST FLR T.O._..E_LH_I. 0 -1,-----
b
-,;,
N
~
T,O. SL.A.6 -'.-
-'\. ~{-
LEFT ELEVATION
_,.__ TO PARAPE-T-2 __
2ND FLR_I,O. PLHT
-~ ·' I ~
Q w
" " z
15 J
5 "' J
~r- 2ND FLR__"LO, SHTG
J
«
" ~ ! r _j_ST FLR TcO, ~LHT
b
,;, -
N
f
~I I 1111 11 1 I 11
i
T.O. SL.P.B -
_" ~ _ FINISH GRADE
RIGHT ELEVATION
~--- 25'- 0" MAX. ALLOWAB LE HEIGHT
TO TOP OF ROOF SHEATHING
■
■
' ~ ■ J
SCALE: 114" = 1'-0"
____ 25'- 0" MAX. ALLOWABLE HEIGHT
TO TOP OF ROOF SHEATHING
ILJLJI
.,,
-
11 SCALE 114" = 1 '-0"
■
■
■
■
■
■
■
■
■
■
■
■
■
■
a.--- T.O. PARAPET.2 __ _
~ 2ND FLR T. O. PLHT
~ 1 ~
Q LQ....E8.RA£..ET ~--
w
I
" z
15 J
5 "'
~ ~r-w ~ > ' 0 ;.._ ..
lt::!Q.£IB T.,..Q. S..!:!fil
1ST FLR T.O. P.LH~T~_
b
M N
I ' "
FRONT ELEVATION
SCALE: 114" = 1'-0"
.... ___IQ_pARAPET 2
.ti
A
-<.- 2ND FLR T.O. PLH
11 ~ _.,,,,,,,,,,,,,
- . - ' -
ili I;;; I ___LQ,_pARAPET 1 - - - -Ht--- ... - --w
" ~ I 11 ~ I ,\ I I
J
5 "' ~ , 1
1_ 2ND FLR.L.O.~G
I
" ;I
8 I ), _j S"(__ELRT._9 , 1:'._LHT
b
~ I I IJ 11 II I
I~
I I I II II I
I I I 11 II I
I ±
T.O. SLAB
-"j< ~ __ FINISH GRADE
REAR ELEVATION
SCALE: 114" = 1 '-0"
~--- 25'- 0" MAX. ALLOWA BLE HEIGHT
TO TOP OF ROOF SHEATHING
_____ L _________________ _
II
II
25'- 0" MAX. ALLOWAB LE HEIGHT
---- TO TOP OF ROOF SHEATHING
. ' j
.,,.-;t ti/".'
,,
II ' " 1____.j
I I
I I
n
U I
_I I
~
0 1' 2' 4'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
8'
32 catana
rancho mirage, california
22024.01 03/07/2024
32 Floor pl an
plan 3
22 2 2
11 11
976 SF
960 SF
1,936 SF
976 SF
461 SF
1,437 SF
FIRST FLOOR:
SECOND FLOOR:
TOTAL:
FIRST FLOOR FOOTPRINT:
GARAGE FOOTPRINT:
TOTAL FOOTPRINT:
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1170
R H A
ROBERT HIDEY ARCHITECTS
,--- - -
' I
' - ~ ---! , r;::~------ --------------------- -
• I
I
I
I
I
I
I
I
I
I
I
0--l -
L __
M.BATH
W.I.C.
' L ~
I
DN
□
□LAUNDRY
□ 0
□ 0
BATH2
6 SECOND FLOOR
MASTER
BEDROOM
12'-6" X 16'-10"
- - - -- - - -
L ___ _
' 1,
1:
I'
'
I:
1'
'
1:
' 1,
1:
' 1,
1:
~1 □
BEDROOM 3
11 '-6" X 11'-0"
I l r~--------7
I'
'
j:
BEDROOM 2
11'-7" X 11'-0"
\"
□1---- ID' I I , ,
SCALE : 1/4" = 1'-0"
--7
~0----
r __ _1 __
I
I
I , __
r ----------------------------------- - ------- ,
1· _), _
,x
KITCHEN
-
ffii
'
- '
, _______ ._.
]
I
I
I
I
I
<--
DINING
□
FAMILY
12'-7" X 14'-6"
II I ~ I ......... . '-------
MUD
'
~ : ; '¾,
I 0 I
' -"' ,1 - - -- '
, , I ' _} --L L _ .J _ _ j
®
" ' ' ' '
' '
GARAGE
20'-2" X 20'-3"
' '
" ' ' ' '
r A lf A l
I \ 11 I
I \ 11 I I
I / \ I I I \ I
I:'_ -~ I:' - _ j
'
---------,---,-----------,---,---------
r--- ! ---,
'
h.- - - ' - - - - 1 ~
I -, _ \ I
I - -!_
I I - -
~ - - - - - - - - - - - _...,
' '
' ' ' ' L -- -- __ ....J
'
' '
'
'
' ' ' '
'
'
- - --'
------------- ~----------------
□
--~----0
ENTRY
-' BATH,3
I --·- -- - -- -
BEDROOM4
11'-3"x 10'-11 "
L----------------------------- i ---------------------------------0 6 FIRST FLOOR
SCALE : 1/4" = 1'-0"
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
33 catana
rancho mirage, california
22024.01 03/07/2024
33 Section S
plan 3a
Sec
tion 1
Sec
tion 2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1171
R H A
ROBERT HIDEY ARCHITECTS
.
~ m
I
G
w
I
G z
□
~
~
m
j ·c· ~ " ~ M
w ~
> ·' 0 ~ -,-
~
~
~
,;,
~ "'r-
2ND FLE._T.O. PLHT
2ND FLR._T.O. SHTG
---1§.LF LB,_T.O. PLHT
____LQ_SLAB __ _
-)<~ -- _____IQ PARAPET 3
2ND FLR T.O. PLHT
.
~ I ~ I
I
G z
0 ~
5 , l- 2ND FLR T _O~ SHT_G_
m
~
~
~
~
" I w
!~- ---1..fil FLR T. O. PLHT >
0 b
;J;
N
m
___IQ SLAB __ _
-~ "'{-
~
■ II Ill
I
25'- 0" MAX. ALLOWABLE HEIGHT
~ TO TOP OF ROOF SHEATHING
_/ _____________ _
25'- 0" MAX. ALLOWABLE HEIGHT
--------------------
~ TO TOP OF ROOF SHEATHING
_/ _____________ _
-~-~
II I I " -J
I I 6!
'
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
34 catana
rancho mirage, california
22024.01 03/07/2024
roo F plan
plan 3a
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1172
R H A
ROBERT HIDEY ARCHITECTS
~
--------------- -'!--- --------
N !
~I
1/2" / 12" 1/2" / 12"
23'-2" T.O. PARAPET
~I ~'
3/8" / 12" 3/8" / 12"
23'-2" T.O. PARAPET
~I ~' -
112" / 12" 112" I 12"~
1 ~I s,
~ I
1/2" / 12"
3/8" f 12"
: 1
23'-2" T.O. PARAPET
1/2" / 12" 1/2" / 12"
~I ~'
T~~~~~~~~~~~~~~ ~
I
I
24'-2" T _Q_ PARAPET
-,.
24'-2" T .0 . PARAPET
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
35 catana
rancho mirage, california
22024.01 03/07/2024
35 elevation S
plan 3a color Scheme 5
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
9 2
3 9
8 8
5 1
6 7
2 8
8 5
8 8
6 2
2 8
6 7
9 7
7 6
entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 11
11 7-1173
R H A
25'- 0" MAX. ALLOWABLE HEIGHT --
TO TOP OF ROOF SHEATHING
ROBERT H l D- E-'l -A -R C ii L T-E-C J S ----------------------------- T.O. PARAPET 3~--
-1,- 2ND FtR T.O. PL~HT~--
~I I II I F
~r- 2ND FLR T.O. SHTG
~ 1ST FLR T.Q._PLHT -
~I I
T.O. SLAB - -».[_ FINISH GRADE
LEFT ELEVATION
---------------
T.O. PARAPEcT~> __
------
2ND FLR T.O. PLHT
,;,
t""-™ rm rm rm rm rm rm rm rm rm rm rm rm I
_____I&._PARAPET 3
-=------------- ■
2ND FL.B._ T.O. PLHT
■
II II II II I I
~
I '
" " w
I
I
"
-~ ~
m
J
J
'
~
I p
■ ~ ~1- 2NDFLRT .O. SHTG _
0 M
6 t _ ---1.§l_FL8_T.O. PLHT _
-~
11 I 111 II II II I 1
SCALE : 1/4" = 1'-0"
N
' '
■ I I
I~ I
■
■ L ~ S~B
-~Jo...!:-
____ 25'- 0" MAX. ALLOWABLE HEIGHT
TO TOP OF ROOF SHEATHING
~ --------- ■
, ; ■
: ■
' ■ I
_ _LQ, _ _pARAP,E~T~> __
--'\.-- 2ND FL.B_T.O. PLHT
'
~ I ' I m
" "
I
-
25'- O" MAX. ALLOWABLE HEIGHT
---
TO TOP OF ROOF SHEATHING
_______________________________ L ________________ _
I -----p I
II Ill Ill Ill I
I Ill Ill Ill ■ I
I 1t I I ■
' - - --
' " ' . -
I 11 111 Ill 11 II ■
I II 111 Ill II II -
11 II I
,1
,,_
FRONT ELEVATION
Ill Ill I I II '
,, ' - ' I I I • '
Ill Ill I I II 11 Ill 11 II
II
"
II' 1 ... 1 II Ml 1! fl •1nl 115
II
frlll I! I
II II I
, I I !
SCALE : 1/4" = 1'-0"
----------------- L
25'- 0" MAX. ALLOWABLE HEIGHT
- --- TO TOP OF ROOF SHEATHING
■
■
■
■
■
■
■
■
■
■
■
::s
~I I II II I F ~ i----- ------- ■
~,--
~ ;..._ ...,....__
"'
_ ,_ ., _,_
2ND FLR_LO. SHTG
1 ST FLR_L_O. PLHT
T.O. SLAft.._
-,
RIGHT ELEVATION
---++------------ ■
---++------------ ■
SCALE: 114" = 1 '-0"
~
m
~ , 1
1_ 2NDFLRT.0 . SHTG
~ ~
W M
6 !~ ____1fil_FL8._T.O. PLHT
b
i'l
"'
.;. T.O. SLAB __ _
-i,; io{- FINISH GRADE
■
■
REAR ELEVATION
SCALE: 1/4" = 1'-0"
~
0 1' 2' 4' 8'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
36 catana
rancho mirage, california
22024.01 03/07/2024
roo F plan
plan 3 B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1174
R H A
ROBERT HIDEY ARCHITECTS
-------- ~1_ ------- --------
~ 1
3/8" / 12"
23'-2" T.O. PARAPET 1/2" / 12" 1/2" / 12"
----
N t
~I "' 24'-2" T.O. PARAPET
3/8" f 12"
~ 1 "'
~I ~,
3/8" / 12" 3/8" / 12" .... -.,..,..-.... -----,..--------..,., ,.,::
'j
---- - ---
23'-2" T.O. PARAPET / '
23'-2" T.O. PARAPET 24'-2" T 0. PARAPET
1/2"/12" 1/2" f 12"
~ j
318" f 12"
~ j
14'-1" T.O. PARAPET 14'-1" T.O. PARAPET
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
37 catana
rancho mirage, california
22024.01 03/07/2024
37 elevation S
plan 3 B color Scheme 6
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
9 4
2 3
10 9
6 8
5 1
10 11
2 7
2 2
8 7
5 8
5 2
2 8
2 6
7 6
4 4
5 7
6 entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 11
7-1175
R H A
ROBERT HIDEY ARCHITECTS
~- 25'- 0" MAX. ALLOWA BLE HEIGHT
TO TOP OF ROOF SHEATHING
--------------------------------------
T.0. PARAPET3 __ _ -'!------- ____.IQ._£>ARAPE~T~3~_
-"\.- 2ND FLR T.OJL,Ha.cT __
-~===============
~------- ■
-j.---- 2ND FlflJ .O. PLHT
LJl!i----------■
■
• I
m T.O. PARAPET2._ - 1.----.L....---.11..--.....j II Ill 111111 ';c m ■ ~ I I ~.-- _____LlL_PARAPET 2 " z
i5
- ----
~a- 2ND FLR T.O----'---SHTG
1 " llr' ___lQ__f.'ARAPET 1 ~I I l u I ■ al " - - -- - __ ,,_ -- - -- ~ - 1STFLRT.O _J'LHT _ ___ ; - ~ .] ~ ~ - 2NDFLfU .O.SHTG __ ■ , ■ - -i -- ? ~ -I 1STFLR...I.O. PLHT
~ I I I .,,.._.I _Ill ,HI ~ .,
, I I II ■ , 'I:
11 =- -- --- •~-- ~--~----J = co TT FINISH GRADE - ~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;l!:l;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!;;__________________ 1. <0,;,. ' ' ' i" ' '
LEFT ELEVATION
SCALE: 114" = 1 '-0"
----------------------------------------
25'- 0" MAX. ALLOWABLE HEIGHT
~-- TO TOP OF ROOF SHEATHING
__LQ._pARAPE~T-3 __ 'j..-- __LQ. PARAPET 3
- --------- =
.,,--- ---1.!:ill..f LFU. O ....E.!J:!I.
'
-'!,- ---1MQ.fl 8.]".0....E..!J:::!I.
■ I I
~I I I _..I I- Ill Ill II Ill - jl II I
■ .
~
:,
I m
Q ___LQ . PARAPET 2
w
■
I
" z
i5
~
T._Q. PAR8PET 1 5 m
-
=-r=~~ I
II ~JI 2ND FLl~_J.O SHTG _ ■
:J , r 2ND FU~_J.O SHTG _ <
II
rr ~
~ ! _ ---1.fil.fLR...I.O, PLHT _ :.-, ---1fil....ELR....I.O, PLHT _ ~
·11 i~ I·~ It 11 " . I ,; ; ,-
[]
'°t----l- T.O. SLAB
RIGHT _ELEVATION
SCALE: 114" = 1 '-0"
■
l,I 1,1 II ■
" ~
N
. ;;;
I
I ~ t- __L!LS LAB
-'l-""1---- FINISH GRADE
FRONT ELEVATION
I ... J
• "' "
- - -
--
-
I II II
REAR ELEVATION
-
~-- 25'- O" MAX. ALLOWAB LE HEIGHT
TO TOP OF ROOF SHEATHING
______________________________ L ________________ _
l
SCALE. 1/4" = 1'-0"
-----------------------
I ' "
• "
111 '
SCALE: 1/4~ = 1'-0"
I
~
=
'
25'- 0" MAX. ALLOWABLE HEIGHT
TO TOP OF ROOF SHEATHING
T 0. PARAPEll_
l
~
I
- - TO . PARAPE.I.L_ _, Q
w
I
" z
0 ~
5 m
J
J
< rr w
> 0
" '
~
N
t,,
" -
~
0 1' 2' 4'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
8'
38 catana
rancho mirage, california
22024.01 03/07/2024
38 Floor pl an
duplex
957 SF
723 SF
1,680 SF
957 SF
467 SF
1,424 SF
PLAN 2 - FIRST FLOOR:
PLAN 2 - SECOND FLOOR:
TOTAL:
FIRST FLOOR FOOTPRINT:
GARAGE FOOTPRINT:
TOTAL FOOTPRINT:
FIRST FLOOR SECOND FLOOR
1,202 SF
1,202 SF
1,202 SF
491 SF
1,693 SF
PLAN 1 - FIRST FLOOR:
T
OTAL:
1ST FLOOR FOOTPRINT:
GARAGE FOOTPRINT:
TOTAL FOOTPRINT:
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
2 2
2 2
1 111
7-1176
R H A
ROBERT HIDEY ARCHITECTS
r--------------- 1----- ----- -------- -
o _11\;1
, ~ I\
LAUNDRY
/ \
-= ~( ]) =
((ja)
'--
MASTER
BEDROOM
13'-5" x 13'-1"
---------------------,
·,
I 0
' ' ' ' I 0
I o
- - =-=-- 7 I
/
W.I.C.
~
lr-----=-=-- -
W.I.C.
- -- - ---,
I
L--------------------7
I
i ·, -"F-i) µ
• · -·.- _Jij1 ,· l '=> ·--- ._ I
-"
1----- .... ~ BA2
BEDROOM2
12·-1•x 11'..J"
~---------------------------------- - ------- - --- - -- J PLAN 2
y
PLAN 1
◊
, -------
- - - - -
o-~ I
L ------
□ •
□ •
\ .
===1
• ((;;ff',, ' _•_/
-
_ /
---
BA3.
BEDROOM3 ,a-r )( 11'-0"
PLAN 2
+-
DINING
~-------------~
ENTRY
CL.
~
'
□
□
GREAT ROOM
15'•2" X 14'-5"
LJ LJ LJ
:====ffi= □
'
'
I
I
" I !
I I
I I
L _________ ..J
KITCHEN
I_) l)
\I
GARAGE
20'-4" X 20'-2"
' I
I I I I ~'\I
~-~-~rTr 1- 1\ © ):
I I i \ 11 I 11 I I~/ I
I / I I II I t I I
/ I I \ II I /I \ I
i I l I
t.:-...r_::I!...r: - - \i.
I!
I !
I
!
'
r -, J--------
' I I
L_ J ________ _
!
L _________ ..J
I
'\~-
W.I.C.
0 FAU
I
MASTER
BEDROOM
12'-10" X 15'-0"
12' PLATE
//1!0
~~
M.BAn
'--.d,.\J
l<1 ·'-~/
//
/
'
//
,c
®ID \'--□ LAU . -.
I
I
I
I
I
I
I
I
I!
' !
I !
!
!
!
!
!
!
GARAGE
20'-2" X 20'-2"
!
!
I
I
I
I
I
I
I
I
c>
I
------------------- ~------------- ,
□
I!
' !
I
!
'
!
' !
!
C l □
GREAT ROOM
14'-10' X 15'-2"
9' PLATE
1, - - - - - - - 1"""7
0 0
h-------LI
KITCHEN
CJ
.
•
!
!
!
)
,/
-)
- - - ------ ,
DINING
i
ENTRY (
'
(!JI~ \ / _,_Jn\7 )</
-------· \._ /
B~TH V / \
• \I \
-- ◊
BEDROOM 2
10'-0" X 11'-0"
L _________ ...J L _________ ..J
I• •ii, -=====;11° 0 1
0 0 0 0
I L----------------------------------------- 7 i PLAN 1 I L _________ 1 _______________________ ...J
6 ~
0 1' 2' 4' 8'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
39 catana
rancho mirage, california
22024.01 03/07/2024
39 Section S
duplex
Sec
tion 1
Sec
tion 2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1177
R H A
ROBERT HIDEY ARCHITECTS
--\7---
le I ,.
" m w
I
" z
"
~
~
rn
~
~
~ ~ ;;S I .
0 ~ b .
~
~
"'
- - - - -
______IQ_PARAPET 4
2ND FLR T O. PLHT
2ND FLR T.O. SHTG
___Jfil FL.B_ TO. PLHT
______IQ_SLAB __ _
~
~
"'
"'
!~Ill~ ----11
25'- 0" MAX. ALLOWABLE HEIGHT
r- TO TOP OF ROOF SHEATHING
J _______________ _
25'- 0" MAX. ALLOWABLE HEIGHT
~-- TO TOP OF ROOF SHEATHING
_____________________________________________ 1 __ _
2ND FLR_LO. SHT1
1ST FLR T.O. PLHT
T.O. SLA§_
~
0 1' 2' 4' 8'
SCALE: 1/4"=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
40 catana
rancho mirage, california
22024.01 03/07/2024
roo F pl an
duplex a
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1178
R H A
ROBERT HIDEY ARCHITECTS
I ' ,
I
I
I
I
I
I
~---' -
'
I
I
I
I
I
I
I
__ _J
1/2" / 12"
"' --"' -
1/2" / 12"
24'-2" T .0 . PARAPET
0" T .0 . PARAPET
N
--£:!
-
"' --~
-
I
I
I
I
I
I
I
112" / 12" I
I
I
24'-2" T.O. PARAPET
3/8" / 12"
11'
N
"' --~
-
1/2" / 12"
23'-2" T.O. PARAPET
~
~j
-------'
---~------------------------
23'-2" T.O. PARAPET
if
N
"' -~
-
N
--
1/2" / 12" 1/2" / 12" ~
-
"'
1/2" / 12"
-~
-
"' --~
-
12'-9" T .0. PARAPET
1/2"/ 12" ________ ,_
~ j "
1/2" / 12"
----- -
.3/8" / 12"
"' --~
-
12'-9" T.O. PARAPET 12'-9" T.O. PARAPET
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
41 catana
rancho mirage, california
22024.01 03/07/2024
41 elevation S
duplex a color Scheme 1
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
2 9
7 6
10 1
6 11
2 8
8 2
1 10
3 6
7 6
9 8
5 5
8 entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 7-1179
R H A
ROBERT HIDEY ARCHITECTS
+---- T.O. PARAPET 4
+--- 2ND FLR T.O. PLHT
. -'i: I CD
~ w
I
~
z
0 = ~
m
--t-- T.O . PARAE_ET 1
~ " W M
~ , tt 2NDF LRT.O . SHTG
6 ! ___J_fil FLR T.O. PLHT
6 -,;
N
fl?
M
.
~
J .,j, J TO SLAB _ ___ _
LEFT ELEVATION
- ---
SCALE : 1/4" = 1'-0"
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
- -- - - - L - - - - - - -- J __ -
+--- ____L9. PARAPET 4
~ j .. ■
-~
+-- _____wo FLR T. O. PLHT
I h - I I J l j ■ H •
P---+-1 ----- ■ I II
--,
l r ~ I ■ ~ 0,
I
i
■
= ~
m
J
■ 11~+:1 ;A
---..W.D FLR T.O. SHTG
____!§_T FLR T.O. PLHT
■ I I "' I ~71 lj ,;
■ 1"1-1 !a
rn
: , ■
■ :'
■
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
____L9. SLAB _ __
FRONT ELEVATION
SCALE: 114" = 1'-0" 25'- 0" MAX. ALLOWA BLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
~
_______________________________________________________ L _______________ _ ~
-------------------T.O. PARAPET 4 ___ ___ ___ ___ ___ - - - - - - - - - - - - - - - - - - - - - - - - - - L - ___________ _ I 11 t------------- - - - -
I'
T.O. PARAPET=4 __
I I ■
I ■ '
j
2ND FLR T. O. PLHT 2'!'.JD FL~ T.O. P"L~H~T __
■
r r
I
" ■ iJ; ~ ,,,
w
I
■ ~J
~
z
0 -,;::- T.O. PARAPET 1 - - - - -J
5 5 m m
J J
J J
~
2ND FLR_L_O. SHT ~I· L 2NDFLRT.O . SHTG ffi ~ '
W v > > " 0 ~ ■ ~TT~ 1 ST FLR T.O. PLHT b .. 1ST FLR T.O. PLHT .. ..
~
~ I I N I ;
: i I
'
~ □ ~r? Ill Iii Ii~ ~r 1~ II I_,_-, I y II ~ ~
ii?
l I ~ 1~ r II ~ '
M
- □
,_ I ■ J~ "' -
■
■
T.O. SLAIL ■ I 1o ~f ,I FI NISH GRADE b ' .
RIGHT ELEVATION REAR ELEVATION
SCALE: 1 W = 1 ·-o·· SCALE: 114·· = 1·-0··
~
0 1' 2' 4' 8'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
42 catana
rancho mirage, california
22024.01 03/07/2024
roo F pl an
duplex B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1180
R H A
ROBERT HIDEY ARCHITECTS
14'-1" T .O. PARA PET
3/8" / 12"
"' --
~
"' --~
-
l_j __ _
I 1/2"/ 12"
I
I 23'-2" T.O. PARAPET
I
I
I
I
L
23'-2" T.O. PARAPET
N
--t! -
"' "'
1/2" / 12"
"' --t'
-
"' -
-
~
-
14'-7" T.O. PARAPET 14'-7" T.O. PARAPET
~
"'
"' "' ---£:! "' --
1/2" / 12"
14'-r T.O. PARAPET / - ~ 14'-7" T 0 . PARAPET
N
--~
1/2" /1 2"
-
~
23'-2" T.O. PARAPET
12'-9" T.O. PARAPET ~ j
1/2" / 12"
"' --~
-
3/8" / 12"
23'-2" T.O. PARAPET
12'-9" T.O. PARAPET
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
43 catana
rancho mirage, california
22024.01 03/07/2024
43 elevation S
duplex B color Scheme 2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
2 7
1 1
2 6
11 10
8 5
3 6
7 2
9 9
8 4
5 8
entr
y door
vin
yl window
sec
tional garage door
al
uminum sunshade
tpo r
oofing sy
stems
stuc
co wall 1
stuc
co w
all 2
stuc
co eave
light
fixture
stucc
o shelf
met al gutter & downspout
1 2
3 4
5 6
7 8
9 10
11 7-1181
R H A
ROBERT HIDEY ARCHITECTS 25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
I- :;I W
Q w
I
" z
g
~
w
~
~
~ ~
T.O. PARAPET "' ---
2ND FLR T.O. P=L~H~T __
T.O. PARA.PET s3 __ _
T.O. PARAPET ,2 __ _
T 0. PARAPET ,1 __ _
~
6 ~
Zr;rr. 1STFL RTO PLHT
~ .
[n q
;.:- C
"I
M
-
~ I I I
T.O. SLAB
~
'
T.O. PARAPET, ~4 __
2ND FLR T.O.c..£LHT
.
j: I ; I T.O. PARAPE T 3
Q w
I
~I I I T
T.O. PARAPET 1
" = ~
w
~
2ND FLR T.0....§Hl ~
~
~ ~
w
> ~ 1ST FLR T.OJ:LH_l 0
-b
,;
N
,,
"' u;i
M
-I I .
<»
~r 117 ,l ~ l11 ][ 11l I I 11
II I,.
iii II
I I I ,I 11 11 11 I ll Ill I ll I I Ill I ll 1111
111 I 11 II I I 11
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
II I
L
■
■
-,1 ¾ S= - . ■
I ■
II I
111
111
I ■
I ~ n f __ I 1111 it II # ~ I
11 11111. I II •
11 11111 I II I
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
■
■
■
■
____________________________________________________ L ________________ _ ===--------------------- ■
~ llllllll!J------------------ ■
■
--~----------------------- ■
.
I- :;I m
" " I
" z
a
~
~
~
~
~ .
~ " W M
6 J b ~ ,-+_)___
~
.
j: I ~
Q
w
I
"' "?
M
"'
~
T.O. PARAPET~•---
2ND FLR T. O. PLHT ____d__
T.O. PARAPET~3 __ _
TO PARAPET ~1 __ _
1ST FLR T.O. P~LH~T~_
T.O. SL.AB
FRONT ELEVATION
T.O. PARAPET 4~ --
T.O. PARAPET3c---~--------------------------~-~
T.O. PARAPET 2 __ ..;
I~ - ~ I I I I t= T O PARAPET1 ~ -EJ
~
w
,_, ■ 1 I ~l I I I ,,.ucc" ,v on"
1ST FLR T.O.c...PLHT E
--- ■
■
---- ■
1----- ■
1----- ■
0 M
N
" I • [n ~
M
,I 1x>,I T.O. SLAB - ~ ------------1--,1,-, 11--- - --- ··"'············· I . +--+--+-+- T.O. SLAB w '
RIGHT ELEVATION REAR ELEVATION
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'--0"
SCALE: 114" = 1"-0"
~--- 25'- 0" MAX. ALLOWABLE HEIGHT
TO TOP OF ROOF SHEATHING
L -
25'- 0" MAX. ALLOWABLE HEIGHT
~--- TO TOP OF ROOF SHEATHING
~
0 1' 2' 4'
SCALE: 1/4"=1 '-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
8'
44 catana
rancho mirage, california
22024.01 03/07/2024
44 Floor pl an
recreation center
tra Sh
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
conditioned space : 6,404 sQ . ft.
unconditioned sp
ace : 1,172 sQ
. ft.
Building foo
tprint : 8,022 sQ
. ft.
rec area : 0.73 a
cres
7-1182
R H A
ROBERT HIDEY ARCHITECTS
-
-
~
~
10'-0" ,;
' •
w --+----
~
0 ~
0 N
..
r--- r--- 1o/
I
r--- r --- r ---==- ==- ==- ==-L--- L--- L - - - L - - - L - - - ~-
' l
'
I
~
7 ,"-----~~+-...- ----== --~--..,- MAILROOM I I
I X I ' ~ --- I .. ,, l,,L----1-r-f'-1.T .i-;ll '';~'./:c:.'.. I I I , , I ---------- I rr-Tl V I .-I I I; '.II ; :
L ~ IO I · O
i / ' POOL
EQUIPMENT 71 11 \ II 1 ' '="
1r-O" X \4"-6"
•0--1· CLG
~
\__
(5 II tf:l I:><: " 1,II 1 ,
I REC =
STORAGE
~
10-·, -= GOLF CART ,o--0·xw..-
10--1·a_G
OFFICE
~
\0-- 1" C1.G
I l' ______ l■
■1 I
nnnn □ l[J °S
1/J<o cc O , , LIU
I I
I I
I I
I I
I I I ., , .
I
I
I
I
I
I
I
I
I
I
I
!!!lll
''' ''
/" ~ / / ~ /
(
/
0 (5 (5
/ "
~L//U ~ / xr~~
/~ "'/ I "'
11 11
I I
I I
....J
I
u I
I
I
I
I
I
I
I
I
I
I
... I
G:
{:
----
/□□
s~~1.;;° I
10-.ra.o.
bd
-
I I
II /1 I I
■I I ■
I I
I I
~ "Li' "Li' 1:l' I
I
tts
~ --------·-----------L - ~ ,----- ~ --------------------- • --~ -- • --------- ---- I I
I I
I I
I I
f----
~ I I~ i i i
I
I
I
I
1 I
■I I ■ I r-------- . ---------
L _____ _ __ J
- --------- ■ -------------- ■ -------------, ~
1_ 11._ _________ __Jt__ _________ _. _ 7 I
I I I
I I I
I I I
1■
I
I
I I I I I
I I\ L - ■------------■---- -------■ _ _J I\ I ~
COVERED
PATIO
~
D D
□
:~ I
I"
I
I
I ' ' "
OoO OoO OoO OoO OoO
0 0
I
I
I
I
I
I • I
~□~ □ i:
: ~□~ □ i!D
I □ I I j
I r
I rnJ I
: □ ~ :. ■I I
I
0 11
fr='iil I I
llj_jU I I
I I
□ I I I I
I I
~□~ □ ::
- ~ I I
[
[
F'1
'=='
•
~DD
I I
~= =
~ ru
t
uTooo,l
DINING
~ [
•O--•·CLG
CLUB
ROOM
~
,,._, •CLG
□
F'1
~
'=='
I
I
I
I
r
0 I
I
n · ~ (5 lt--1
~ ~- m ---
OoO OoO OoO OoO OoO OoO OoO
l!'f ====='ir==== =='II ---11=;-====='ir==== =='II ~--~ -- ====='ir==== =='II ____ I!'==== =='i r== ==='f '11
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
~
~bD ~□ ~□ □~
il= r ==:J~====== =li ii= =====o~=======li ii= =====o~=======li 1\---1/c - ___ __ O L ____ - cl =lj L___ 1111 'L
11 11
IL_ ==
0 PH NE BOOTH , . .,.,..... I
W ,1" CI.G [
]
I
WORKAREA I
Bil'R I - ;:;:,;:--_,,. I
I
10 Q_j]
I
I
I
I
I
I
I
,;
n
11 11
11 u
11 I F+~~~~~~~~~~~~cp~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ' " I ~ ! ~'
I
I
'
1 ==-
26'-2"
I
-<:::::: ------------
-- J
-<:::::: ------------
-- J
-<:::::: ------------
-- J
~---
~ -L
~~~
-<:::::: == J
-<:::::: == J
~ -== J ---4}
-<:::::: == J
-<:::::: == J
-<:::::: == J
-<:::::: == J
---
/""""--
N
EB
0 25' 50' 100'
SCALE: 1 "=50'
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
45 catana
rancho mirage, california
22024.01 03/07/2024
45 catana
rancho mirage, california
Section S
recreation center
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
1 7
8 6
11 3
9 5
1 me tal frame door
2 sec
tional garage door
3 me
tal frame window | storefront
4 me
tal fence
5 me
tal caBana
6 me
tal roof
7 tempered
glass
8 stuc
co 1
9 stuc
co 2
10 pr
oject Br
and identity logo
11 ne
wtechwood all weather siding
7-1183
R H A
ROBERT HIDEY ARCHITECTS
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ~
I
"'
-i-----w
I
" z
0 = ~
m
~ ~
~ ·'
~
g I ' ~
w
6 ~
-~
~
'
~ :::
• J -
~
,
~
SECTION 1
POOL
EQUIPMENT
10'-1" CLG
SCALE: 3/16" = 1'-0"
FITNESS
12'-1" CLG
- 1 - I - 1
-----------··········· - - ----
~
"
,------------------- •
--• ,
......,,,,,,, .. •
----------- ------"
1------ ■
,, - ' ■1---
\ j ■
j ■ '
. I ~ ' I -;- I " ~ ..... "'I ...
b ....
1111111 ; ■
-
~
~
I
" "' I
" " • 0 • I "
N =
~
m
i
T.O. SLAB
1111111 ; ■ ~ ·' -~-~-1--'\---1-·
•
------- ------------- ------------- - ------------- -------------- ------------- - --- --------- "~
CLUB ROOM
12'-1" CLG
SECTION 2
SCALE: 3(16" = 1'-0"
KITCHEN
10'-1" CLG
-------------- 'f,,-
T.O. SLAB
- .- "?
~ I ';° r:. M
·' 0
-
' -~
~
" "' I
5' I~ V 0
N =
~
m
;!
" ., .,
~ ry,. ~ '),;- ~ ~ -
~
0 2' 4' 8' 12'
SCALE: 3/16 "=1'-0"
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
46 catana
rancho mirage, california
22024.01 03/07/2024
46 roo F plan
recreation center
tra Sh
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1184
R H A
ROBERT HIDEY ARCHITECTS
20'-1"T.O . PARAPET
3/8" 112"
~ i
-~
3/8" / 12"
- --
L
C
17'-7"T.O. PARAPET
I
~--15'-9" T.O. PARAPET------- 15'-9" T.O. PARAPET
~ i
~I
3/8" 112·
318" I 12"
31s·· r 12"
n
~ I ,q
3/8" 112"
---
14'-7" T.O_ PARAPET 14'-7" T.O. PARAPET
13'-8" T.O. PARAPET
3/8" 112" ~I
a l
J/8" r 12·
~I ~ i
~I
N
-~
3/8"112"
17'-7" T.O. PARAPET
16'-7" T.O. PARAPET.
ti
3/8" 112"
15'-9" T.O. PARAPET
~ j
~ i
~I
~I
" I
318" / 12
- - /~ ,-------{
~ 14'-7" T.O. PARAPET
~ i
318" / 12" ~I
16'-7'' T.O. PARAPET
- ---
r
t--~'c 13'-8" TO PARAPET ~ l 16'-7" T.O. PARAPE T---------r-. ~I
14'-7" T.O. PARAPET
16'-T"T. O. PARAPET
15'-7" T.O. PARAPET
ti
15'-7" T.O. PARAPET ~ I
«i '
~---------------;,; L
13'-1" T.O. PARAPET
3/8" I 12"
17'-7" T_Q_ PARAPET
~ I
16'-7" T.O. PARAPET
3/8" / 12" ~ j
3/8"/ 12"
3/B" 112"
f,,j i
~I
13'-1" T.O. PARAPET
15'-7" T.O. PARAPET
-~ 20'-1"TOPARAPET
~I
" '
16'-7" T.O. PARAPET
~1 ~' 13'-1" T.O. PARAPET
16'-T'T.O . PARAPET
j
l
~
-
~
3/8"/ 12"
- --
16'-7" T.O. PARAPET
13'-1~1.O. PARAPET / .
N
EB
0 25' 50'
SCALE: 1 "=50'
100'
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
47 catana
rancho mirage, california
22024.01 03/07/2024
47 catana
rancho mirage, california
elevation S
recreation center
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
1 4
8 9
6 6
8 9
5 11
11 3
9 8
10 8
3 3
1 me tal frame door
2 sec
tional garage door
3 me
tal frame window | storefront
4 me
tal fence
5 me
tal caBana
6 me
tal roof
7 tempered
glass
8 stuc
co 1
9 stuc
co 2
10 pr
oject Br
and identity logo
11 ne
wtechwood all weather siding
sign is illustrative and will be processed via
separa
te sign permit.
7-1185
3:
()
A
fTl
:ti
r ~
r
;
171
)>
II)
~ :;a 171
C
3:
171
< 171 ;
() 0
"D
G) 3:
171
z
0 -t
~
)>
z
11111111111
0 Cl) "l
C')
)> ... r -m
"< -"' • 00
II -
~
6 •
-"l
(/)
~ r
[TI
w ::,
"l
" -:
9 (J)
0 C
-I
I
m r
m
<
~ -0 z
■ ■ ■ ■ ■ II
4" 10'-1"
-»--------- -+
11'-1"
12'-1"
13'-5"
16'-11" ?-
20'-5"
-->
, 21'-4 3/4" OVERALL BUILDING HEIGHT
~I , 24'-0"
-/ ----------------------------
' MAX. BUILD ING HEIGHT
I
(/)
~
I
r
[TI
I
w ::,
I
"l
"
I
-:
9 I,-
m
)>
(J)
-I
m r m
~ -I -0 z
-.?·
21 '-4 3/4' OVERA LL BUILDING HEIGHT
16'-11"
;,_
13'-5"
-{- I
01 ■ ■ ■
10'-1"
11 '-1"
12'-1"
14'-11"
16'-1"
17'-11"
20'-5" ~-
24'-0"
MAX. BUILD ING HEIGHT
>-
I
;:i::,
0 o;:J
l'T'I
;:i::,
~
::c
C
l'T'I
-<
)>
;:i::,
t"""I
::c
~
l'T'I
t"""I
~
V'I
~
::c
)>
48 catana
rancho mirage, california
22024.01 03/07/2024
48 catana
rancho mirage, california
elevation S
recreation center
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
1 1
7 7
9 9
6 6
11 11
3 3
8 8
5 2
1 me tal frame door
2 sec
tional garage door
3 me
tal frame window | storefront
4 me
tal fence
5 me
tal caBana
6 me
tal roof
7 tempered
glass
8 stuc
co 1
9 stuc
co 2
10 pr
oject Br
and identity logo
11 ne
wtechwood all weather siding
7-1186
1-HE>l3H SINIOllnB X'v~
.. o-,vz
lH913H SlNIOllnB ll'vcl3/\0 ,.V/t V·JG"
.. I 1-,91
.. ,
11 I 111
"
z
0 I-
<(
> w
_J
w
VI I-
~ (j)
u w
LU
<:C
~
::c
s
u
c::
ct:
,.0-,9
:::c >-
.( 1-.v~
LU .. 1-,91
C ,.s-.oz
::c lH813H 8NIOlln8 77"1'};13/\0 .. Vt£ v-,(l"
c:::::
~
c::
LU
co
0 c::
1-H813H SINIOllnB "X\IV\I
,.o-,v,
.. Q-,9
I I I I
I I
I I
.. s-.oz
-,(~---======-----_l_H813H 8Nl□lln8 ll\t1:J3AO .,t/£ v-.~z .. ,
w
:;J u
"'
z
0 I-
<(
> w
_J
w
I
I-
0::
0 z
"' -
0 z ' --<( co II
•
"' $ --"' Lii ... _J
0 <( I-
tl
(!)
z
"'
(J) LIi
:li:
0 u
D..
0 ..I
~
LIi
> LIi
C
O'.'.
LIi
I-
<( ~ en
_j
LIi
..I
_j
<(
LIi
0::
w
~
u
~
11111111111
garage door
stucco 1 window frames
stucco 2 eave, gut
ters , downspout
s
Dunn E Dwar Ds DE 61 57 bisqu E t an whit E
Dunn E Dwar Ds
DE c
743 high noon Dunn E Dwar Ds
DE 63
70 charcoal smu DgE
Dunn E Dwar Ds DE 63 70 charcoal smu DgE
49 catana
rancho mirage, california
22024.01 03/07/2024
color & material Selec tion S
Scheme 1plan 1a, plan 4a
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1187
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
garage door
stucco 1 window frames
stucco 2 eave, gut
ters , downspout
s
Dunn E Dwar Ds DE c 728 ma DE ra whit E
Dunn E Dwar Ds
DE 60
69 bannist Er
brown Dunn E Dwar Ds
DE 60
63 black walnut
Dunn E Dwar Ds DE 60 63 black walnut
50 catana
rancho mirage, california
22024.01 03/07/2024
color & material Selec tion S
Scheme 2plan 1 B, plan 4 B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1188
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
garage door
stucco 1 window frames
stucco 2 eave, gut
ters , downspout
s
Dunn E Dwar Ds DE c 745 chaparral whit E
Dunn E Dwar Ds
DE 61
25 carv ED w
oo D Dunn E Dwar Ds
DE 60
63 black walnut
Dunn E Dwar Ds DE 60 63 black walnut
51 catana
rancho mirage, california
22024.01 03/07/2024
color & material Selec tion S
Scheme 3plan 2a
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1189
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
garage door
stucco 1 window frames
stucco 2 eave, gut
ters , downspout
s
Dunn E Dwar Ds DE 62 04 trit E whit E whit E
Dunn E Dwar Ds
DE 61
04 chic brick Dunn E Dwar Ds
DE 60
77 DEE p
brown
Dunn E Dwar Ds DE 60 77 DEE p brown
52 catana
rancho mirage, california
22024.01 03/07/2024
color & material Selec tion S
Scheme 4plan 2 B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1190
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
garage door
stucco 1 window frames
stucco 2 eave, gut
ters , downspout
s
Dunn E Dwar Ds DE 61 10 warm h Ear th whit E
Dunn E Dwar Ds
DE c
759 hickory Dunn E Dwar Ds
DE 61
26 stockhors E
Dunn E Dwar Ds DE 61 26 stockhors E
53 catana
rancho mirage, california
22024.01 03/07/2024
color & material Selec tion S
Scheme 5plan 3a
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1191
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
garage door
stucco 1 window frames
stucco 2 eave, gut
ters , downspout
s
Dunn E Dwar Ds DE 61 23 trail Dust whit E
Dunn E Dwar Ds
DE a
148 sunk En
ship Dunn E Dwar Ds
DE 60
76 wan DE ring
roa D
Dunn E Dwar Ds DE 60 76 wan DE ring roa D
54 catana
rancho mirage, california
22024.01 03/07/2024
color & material Selec tion S
Scheme 6plan 3 B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1192
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
sectional garage door
stucco 2
Dunn E Dwar Ds DE 61 59 “br EaD pu DD ing ”
metal roof stucco 1
custom bilt m Etals - “ wE a th ErED copp Er ” Dunn E Dwar Ds DE 61 11 “s’mor Es ” metal frame windows & storefront windows
Dunn E Dwar Ds DE t6 34 “ Do wning Ear th”
metal frame door
me
tal fence
siding
Dunn E Dwar Ds DE t6 34 “ Do wning Ear th”
Dunn E Dwar Ds
DE t6
34 “ Do
wning Ear
th”
metal ca Bana
Dunn E Dwar Ds DE t6 34 “ Do wning Ear th”
Dunn E Dwar Ds DE 61 59 “br EaD pu DD ing ”
nEwt Echw
oo D all
wEa
th Er
- “ cana Dian
mapl E”
color & material Selec tion S
recreation center
55 catana
rancho mirage, california
22024.01 03/07/2024
recreation Building
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1193
R H A
ROBERT HIDEY ARCHITECTS
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
UP
UP
UP
UP
UP
UP
UP
UP
MAIL
VEHICLEONLY
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
UP
UP
UP
UP
UP
UP
UP
UP
MAIL
VEHICLEONLY
WISTERIA FLORIBUNDA JAPANESE WISTERIA
AGAVE SPECIES
BOUGAINVILLEA SPECIES
CALLIANDRA CALIFORNICA
CAESALPINIA PULCHERRIMA
DASYLIRION WHEELERI
HESPERALOE PARVIFLORA
LEUCOPHYLLUM FRUTESCENS
MUHLENBERGIA "REGAL MIST"
AGAVE
SALVIA LEUCANTHA
RUELLIA PENINSULARIS
BOUGAINVILLEA
BAJA FAIRY DUSTER
RED BIRD OF PARADISE
RED YUCCA
DESERT SPOON
TEXAS RANGER
MEXICAN SAGE
PINK MUHLY GRASS
DESERT RUELLIA
LANTANA MONTEVIDENSIS
ACACIA R. "DESERT CARPET"
TEUCRIUM C. 'PROSTRATUM'
DALEA CAPITATA
DECOMPOSED GRANITE - "APACHE BROWN" OR EQUAL - 1/4" MINUS - 2" DEEP LAYER
TRAILING ACACIA
SIERRA GOLD DALEA
SPREADING LANTANA
CREEPING GERMANDER
1 GALLON
1 GALLON
1 GALLON
5 GALLON
5 GALLON
5 GALLON
5 GALLON
5 GALLON
5 GALLON
5 GALLON
5 GALLON
1 GALLON
5 GALLON
5 GALLON
15' O.C.
CONCEPTUAL PLANT LEGEND
BOTANICAL NAME COMMON NAME MIN. SIZE SPACING
SHRUBS / GRASSES / PERENNIALS
GROUNDCOVERS
12' O.C.
8' O.C.
6' O.C.
12' O.C.
6' O.C.
8' O.C.
8' O.C.
4' O.C.
6' O.C.
8' O.C.
VINES
WATER
USE
MOD
LOW
36" O.C.
36" O.C.
36" O.C.
24" O.C.
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
MOD
LOW
LOW
MOD
MOD
STREET TREES
ACACIA SMALLII SWEET ACACIA LOW AS SHOWN
CERCIDIUM "DESERT MUSEUM" PALO VERDE
LANDSCAPE TREES
AS SHOWN
AS SHOWN
AS SHOWN
OENETHERA BERLANDIERI MEXICAN PRIMROSE 1 GALLON 36" O.C.
YUCCA SPECIES YUCCA 5 GALLON 6' O.C.
SYMBOL
LOW
LOW
LOW
LOW
LOW
LANTANA SPECIES LANTANA 5 GALLON 6' O.C.LOW
1 GALLON
CHILOPSIS LINEARIS DESERT WILLOW LOW AS SHOWN
PROSOPIS CHILENSIS THORNLESS MESQUITE LOW AS SHOWN
GEIJERA PARVIFLORA AUSTRALIAN WILLOW LOW AS SHOWN
BOUGAINVILLEA SPECIES BOUGAINVILLEA 5 GALLON MOD 15' O.C.
ALOE "BLUE ELF" BLUE ELF ALOE 1 GALLON 2' O.C.LOW
CALLISTEMON 'LITTLE JOHN' DWARF BOTTLEBRUSH 5 GALLON 4' O.C.MOD ECHINOCACTUS GRUSONII GOLDEN BARREL 1 GALLON 5' O.C.LOW FOUQUIERIA SPLENDENS OCOTILLO 5 GALLON 15' O.C.LOW
PENSTEMON SPECIES PENSTEMON 1 GALLON 6' O.C.LOW
JUSTICIA CALIFORNICA CHUPAROSA 5 GALLON 8' O.C.LOW
SALVIA GREGGII RED SALVIA 5 GALLON 3' O.C.LOW
WEDELIA TRILOBATA WEDELIA 1 GALLON 36" O.C.LOW
ACACIA STENOPHYLLA SHOESTRING ACACIA
OLNEYA TESOTA DESERT IRONWOOD
CERCIDIUM "DESERT MUSEUM" PALO VERDE AS SHOWNLOW
RHUS LANCEA AFRICAN SUMAC LOW AS SHOWN
ACCENT PALMS
AS SHOWNLOWPHOENIX DACTYLIFERA DATE PALM
AS SHOWNMODLAGERSTROEMIA INDICA CRAPE MYRTLE
ACCENT TREES
AS SHOWNPRUNUS CERASIFERA "ATROPURPUREA" PURPLE LEAF PLUM AS SHOWNLOW36" BOX WASHINGTONIA FILIFERA CALIFORNIA FAN PALM AS SHOWNMOD36" BOXPRUNUS C. "KRAUTER VESUVIUS" PURLE-LEAF PLUM MOD
AS SHOWNMOD15 GALLONLAURUS NOBILIS BAY LAUREL
SMALL TREES / COLUMNAR TREES
AS SHOWNPODOCARPUS MACROPHYLLUS YEW PINE
AS SHOWNMODCUPRESSUS SEMPERVIRENS ITALIAN CYPRESS
MOD15 GALLON
BUDDLEIA DAVIDII BUTTERFLY BUSH 5 GALLON 8' O.C.LOW
CONVOLVULUS MAURITANICUS GROUND MORNING GLORY 24" O.C.MOD1 GALLON MYRTUS COMMUNIS TRUE MYRTLE 5 GALLON 4' O.C.MOD
OLEA "LITTLE OLLIE" DWARF OLIVE 5 GALLON 4' O.C.MOD
MACFADYENA UNGUIS-CATI CAT'S CLAW 5 GALLON 15' O.C.LOW
ILEX VOMITORIA "STOKES DWARF" DWARF YAUPON 5 GALLON 4' O.C.MOD 15 GALLON
QUERCUS V. "HERITAGE" SOUTHERN LIVE OAK MOD AS SHOWN
BRACHYCHITON POPULNEUS BOTTLE TREE MOD AS SHOWN
ULMUS P. "DRAKE" EVERGREEN ELM MOD AS SHOWN
LONICERA JAPONICA 'HALLIANA' HALL'S HONEYSUCKLE 5 GALLON MOD 15' O.C.
TECOMA STANS YELLOW BELLS 5 GALLON 6' O.C.LOW
RHUS LANCEA AFRICAN SUMAC LOW AS SHOWN
LOW AS SHOWN
(MIN. 12' B.T.H.)
(MIN. 12' B.T.H.)
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
24" BOX
24" BOX
AS SHOWNLOWTRACHYCARPUS FORTUNEI WINDMILL PALM
(MIN. 8' B.T.H.)
24" BOX
AS SHOWNLOWCHAMEROPS HUMILIS MEDITERRANEAN FAN PALM
(MIN. 3 TRUNKS)
24" BOX
AS SHOWNMODPINUS ELDARICA MONDELL PINE 24" BOX
MELALEUCA QUINQUENERVIA CAJEPUT TREE MOD AS SHOWN24" BOX LEUCOPHYLLUM LAEVIGATUM CHIHUAHUAN SAGE 5 GALLON 8' O.C.LOW ROSMARINUS OFFICINALIS ROSEMARY 5 GALLON 6' O.C.LOW
RHAPHIOLEPIS INDICA INDIA HAWTHORN 5 GALLON 6' O.C.LOW
ROSMARINUS O. "PROSTRATUS" PROSTRATE ROSEMARY 1 GALLON 36" O.C.LOW AS SHOWNMODJUNIPERUS SCOPULORUM ROCKY MOUNTAIN JUNIPER 15 GALLON
LAGERSTROEMIA INDICA CRAPE MYRTLE
GEIJERA PARVIFLORA AUSTRALIAN WILLOW LOW AS SHOWN24" BOX 15 GALLON
15 GALLON
15 GALLON
15 GALLON
15 GALLON
AS SHOWNLOWDRACAENA DRACO DRAGON TREE 24" BOX
AS SHOWNLOWOLNEYA TESOTA DESERT IRONWOOD 36" BOX
MUHLENBERGIA RIGENS DEER GRASS 1 GALLON 4' O.C.MOD
CATANA
RANCHO MIRAGE, CALIFORNIA
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSULTING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
ROBERT HIDEY ARCITECTS
ARCHITECT
SHEET 1 OF 5
LANDSCAPE MASTER PLAN
FUTURE COMMERCIAL
N O R T H
INTERSTATE 10
RAMON ROAD
RATTLER RD.
SITEDA VALL DR.
RANCHO MIRAGE HIGH SCHOOL
SITE
SINGLE-FAMILY
RESIDENTIAL
APARTMENTS
NOTE:
PLANTS WITH THORNS, SPIKES, OR POISONOUS SAP ARE TO BE A MINIMUM OF 3 FEET FROM PEDESTRIAN WALKWAYS.
PER 17.24.040 LANDSCAPE DEVELOPMENT STANDARDS, MINIMUM
TREE AND SHRUB SIZES HAVE BEEN PROVIDED:
30% 36" BOX, 50% 24" BOX, 20% 15 GALLON, 60% 5 GALLON, 40% 1 GALLON
FOR CONCEPTUAL PLANT QUANTITIES, SEE SHEET 4 OF THIS SET SEE NOTES ON SHEET 2
CEMETERY PROPERTY
RATTLER ROAD
N O R T H
0 50'
Scale: 1"= 50'
100' 200'
RECREATION AREA
SEE ENLARGEMENT
SHEET 2
KEY MAPVICINITY MAP
FUTURE COMMERCIAL
APARTMENTS
SINGLE-FAMILY
BASIN SECTION
SEE BELOW
BASIN SECTION - 1"=20'
PERIMETER
WALL
PROP.
LINE
MAX. WATER LINE
CURB AND
SIDEWALK
TUBE STEEL
FENCE NO
SYMBOL
SECTION AT COMMERCIAL ACCESS - SEE SHEET 2
BASIN
BASIN
56 22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1194
■
---
~
~~ t
I I --t
il
I <> I /
"\)...
s~
")
' c-
L
z
<(
s
0 (j
0 2
ll'.'.
<(
.J
.J
w
~
0 2
1-
z
Lil
::;:
11. 0
.J
Lil
> Lil
□
L<I
I-
~
(I)
L<I
.J
~ a::
Y
DDD
DD
DDD
DDD
DDD
DDD
DD
DD
Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y
D
D
D
Y
Y Y
Y Y
Y Y
D Y Y
DD
DD
DD
DD
D
DD
DD
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
RO RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO RO RO RO RO
RO RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO RO
RO RO RO RO
RO RO
RO
RO RO RO RO RO RO
RO RO RO RO RO RO
DD
DD
D
DD
Y Y
Y Y
Y Y
Y Y
Y Y
D D
Y Y Y Y Y Y Y RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO
RO RO
Y Y
Y Y
Y Y Y
Y Y
Y Y
Y Y
A A A A A A
A A A A A A
A A A A A A
A A A A A A
A A A A A A
A A A A A A
A A
A A
A A
A A A A
A A A A
A A A A
A A
A A
A A
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m
m m
m m
m m
m m
m m
m m
m
m m
m m
m m
m m
m m
m m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
A A A A A A
A A A A A A
A A A A A A D
m
m
m m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m m
m
m
m
RO RO RO RO RO RO
RO RO RO RO RO
m m m m mm m m m m m m mA A A
A A A
A A A
A A A
A A A
A A A
0L0L0L
0L0L0L
0L0L0L 0L0L0L
RO RO RO RO RO RO RO RORO RO
RO RO
RO RO
RO RO
m m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
0L0L0L 0L0L 0L
RO RO RO RO RO RO
m m
m
mm
0L 0L
A A A A
A A A A
A A
A A
m
m
m
m
m
m
m
m
m
m
m
m
YYYYYYYYYYYY
YYYYYYYYY
YYYYYYYYYYYY
YYY
YY
YYY
A
A
A
A A
A A
A
AA A
0L
0L
0L
0L
0L A
A
A A
A
AA A
AA A
YYY
YY
YYY
A
A
A
A
A
A
A
A
RO RO RO
RO RO RO
RO RO RO
RO
0L 0L
RO RO
RO RO
0L 0L0L0L
RO RO
RO RO RO RO RO
RO RO RO RO RO
RO
RO
MMMMMMMMMMMM
M
WWWWWW
WWWW
W
W
W
W
W WW
WW
WW
WWW
WW
Q
Q
Q
Q
Q
Q
Q
WW
W
W
W
W
SIZE
SHRUBS
BOTANICAL NAME QTY.COMMON NAMESYM
TREES
PLANT LEGEND
GROUNDCOVER
ALOE "BLUE ELF" BLUE ELF ALOE
D
5 GALLON
CRAPE MYRTLELAGERSTROEMIA INDICA
SOUTHERN LIVE OAKQUERCUS VIRGINIANA 'HERITAGE' 36" BOXQ
ACCENTS
A
15 GALLON
CALIFORNIA FAN PALMWASHINGTONIA FILIFERA 12' B.T.H.W
DASYLIRION WHEELERI DESERT SPOON
CONVOLVULUS MAURITANICUS GROUND MORNING GLORY 1 GALLON
RO ROSMARINUS O. "TUSCAN BLUE" UPRIGHT ROSEMARY 5 GALLON 0L
m
DRAGON TREEDRACAENA DRACO 24" BOX
PALO VERDECERCIDIUM "DESERT MUSEUM" 3036" BOX
LANTANA "SPREADING SUNSET" LANTANA
VINES
MACFADYENA UNGUIS-CATI CAT'S CLAW 5 GALLON
5 GALLON
M
15 GALLONPODOCARPUS MACROPHYLLUS YEW PINE
BOUGAINVILLEA "JAMAICA WHITE" BOUGAINVILLEA 15 GALLON
5 GALLONOLEA "LITTLE OLLIE" DWARF OLIVE
36" BOX
CAJEPUT TREEMELALEUCA QUINQUENERVIA 36" BOX
AGAVE DESMETTIANA AGAVE 15 GALLON
YUCCA FILAMENTOSA "COLOR GUARD" COLOR GUARD YUCCA 15 GALLONY MUHLENBERGIA "REGAL MIST" PINK MUHLY GRASS 5 GALLON
14 17
25 72
1 29
5 67
293
652
114
121
654
244
138
306
192
NO
SYMBOL
5/8" SCREENED - 3" DEPTH DECOMPOSED GRANITE: 'PALOMINO CORAL' BY SOUTHWEST BOULDER (OR EQUAL) IN ALL PLANTER AREAS CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERING CATANA
RANCHO MIRAGE, CALIFORNIA
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSULTING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
ROBERT HIDEY ARCITECTS
ARCHITECT
N O R T H
0 10'
Scale: 1"= 10'
20' 40'
SHEET 2 OF 5
ENLARGEMENTS
POOL
RECREATION CENTER ENLARGEMENT and PLANTING PLAN
AMENITY BUILDING
30'x60'
SPA
II'x17'
CABANAS
ENHANCED
PAVING
PARKING
FIREPIT
POOL FENCE /
GATES
GRILLS
RATTLER RD. CONCEPT PLANTING RATTLER RD. SECTION
3' 25'
POOL MEDIA
CENTER
STAGGERED
PERIMETER WALL
SINGLE-FAMILY
SECTION AT COMMERCIAL ACCESS
FUTURE
COMMERCIAL
PROJECT
BOUNDARY
DUPLEX UNIT
GARAGE LANEACCESS GATE AT
PERIMETER WALL
NOTE:
ALL FUTURE LANDSCAPE CONSTRUCTION PLANS WILL COMPLY WITH THE FOLLOWING STANDARDS. APPROVAL OF THOSE PLANS WILL BE SUBJECT TO MEETING THESE REQUIREMENTS.
57 22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1195
00 00
•
0 • \• ;'j; ', • ~
,_,, ,-c' >-: r--,.._~
000
000
I ><> <> -<.. dOO
•
•• • • •
• • •• ••• • •• . O~ OC 00
0000 _ '(')(')(')()
-, / --. -- . ---._ /
!}I~-,,~ :'.~-\~:,:_!l ~)
:·;;,(;~,(-)(;; -- •--,-,· ·- ·--
( •\•··,(e'-(•
'· .. / -.j '-_ _j
<•.1•·:1:•::(• -·"'·- .--, ,.,-.. , .,,-.
(.!.A!)l.~)1~- ;,
. - . r -,.· • _,-
• • •1 • :1 e•1 •·
-:,1:·~'.,t;::;(!'-:
--.. --- --
00 OOo.o
00 o·o .
0000
0000
0000 . 00
O·O.oo
,:_;-:,(;~'{~--,(-.-:.:-•)C~)o · o-o :_;:<~::,(;:<_:) ·-:_; ooo 00
Ooo Ooo
: • •
QO00~
.ooogg ~ 1
OQOoo ooo·oo •
ooooo ~ '
0 0000 • 00
OOoo
0000
• :ii:. :i'!'l_ (_• )(•.\•_::_•~I
fii' Y'lUUUUU
00000
(=f,<r ~ "
• M
MINThfUM PERCENTAGES REQU IRED
Si.nele-Famil y R esidences Pro,ject Area of 1 Ac re or· Less Trees One 36-inch box 25%, 36-inch box ; and
T1,.vo 24-inc h boxes 50%, 24-inch box
Shru bs 600/4, 5-gallon; and 40"/o, I-gallon
Groundcover 10% coverage within 1 year
@
~
cvv VV"
0 1;.:---1
... -
• 0 • 0
0 • 0
r
~
i/
.----- l -i ----,----,
I 1 • "
--~ I
Proj ect Area Over 1 Acre
30%, 36-inch box; and
50%, 24-inch box; and
20%, 15-gallon
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
UP
UP
UP
UP
UP
UP
UP
UP
MAIL
VEHICLEONLY
*
* **
*
**
** *
* *
*
** *
*
**
** *
**
*
* *
****
**
*
*
*
*
*
*
*
**
**
*
*
**
**
*
**
*
**
**
*
*
*
*
* * *
*
* *
* **
**
*
**
*
**
* *
**
*
**
*
*
*
*
*
*
*
*
*
* *
* *
* *
*
**
**
*
* *
*
**
* ***
* ***
* ** *
* *
***
*
* * *
* * *
*
* *
*
**
*
**
*
**
**
*
*
**
*
** **
*
**
*
**
*
**
*
**
*
**
*
**
**
*
*
**
**
*
*
**
**
*
*
**
**
*
*
**
**
*
*
*
**
**
TUBULAR STEEL POST @ 8'-0" O.C. MAX.1
3 25'-6"
2"
3 2
1 1
TUBULAR STEEL PICKETS
FINISH GRADE
CATANA
RANCHO MIRAGE, CALIFORNIA
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSULTING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
ROBERT HIDEY ARCITECTS
ARCHITECT
SHEET 3 OF 5
WALL AND FENCE PLAN6' HIGH SPLIT-FACE CONCRETE MASONRY WALL COLOR "TAN"
N O R T H
0 50'
Scale: 1"= 50'
100' 200'
WALL AND FENCE LEGEND
PERIMETER BLOCK WALL: 6' HIGH (OR PER
SOUND REPORT) ONE-SIDED SPLIT-FACE
BLOCK WALL - COLOR "TAN"
6' HIGH ONE-SIDED SPLIT-FACE BLOCK WALL
- COLOR "TAN"
5'-6" TUBE STEEL FENCE - COLOR "BLACK"
5'-6" VINYL FENCE - COLOR "TAN"
PROJECT MONUMENT / ENTRY GATES
5'-6" HIGH VINYL GATE
COLOR: "TAN" TO MATCH WALL
*
5'-6" TUBE STEEL GATE - COLOR "BLACK"
BASINBASIN
RANCHO MIRAGE HIGH SCHOOL
NOTE: SPLIT-FACE ON PUBLIC VIEW SIDE5'-6" VINYL FENCE - COLOR "TAN" 5'-6" TUBE STEEL FENCE - COLOR "BLACK"
PROJECT ENTRY MONUMENT
(NORMALLY CLOSED)
MAINTENANCE GATE
(NORMALLY CLOSED)
MAINTENANCE GATE
(NORMALLY CLOSED)
9 ADJACENT BLOCK WALL
9 9
SECONDARY VEHICULAR GATE
6' HIGH STEEL - COLOR TO MATCH GATES
AT PROJECT ENTRY
6"
FUTURE COMMERCIAL
APARTMENTS
SINGLE-FAMILY
STUCCO COLOR AND TEXTURE TO MATCH
RECREATION BUILDING BEYOND
6.5' HIGH CORTEN STEEL PEDESTRIAN
AND VEHICULAR GATES
HORIZONTAL AND VERTICAL 3/8" DIA. STEEL
CABLE
CORTEN STEEL RAISED LETTERS AND
BACKLIT LIGHTING
A
B
C
D
A
BB C
D
9'
5'
11'
3'
10' 14' 29' 8' 21'
CONSTRUCTION LEGEND FOR GATES
GATE TO SINGLE-FAMILY HOMES
ABC
BA
PEDESTRIAN GATE TO COMMERCIAL
C
B
5'-6" VINYL GATE - COLOR "TAN"
PEDESTRIAN GATE
TO COMMERCIAL
5'-6"
58 22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1196
~ -
'
i[f
=-._J, 1-1~~ 7,Jh
V
Li
I ~ E 1=-.~ -I
l~ I I
------,________.
,--Jo -,•-
•
I i_
~\,
,-------- • ., I \
\ \
\ '\'
\:-C::
~
I
ll. ! I • .. Q -~I
~~ ~ rr , I I ~~L~ H
.8. I ~=,11 •
•
I, I_ "' .,.
I
I
' I
I I
I I
i ' I I ~ I I I i r--'71 ~JI I f-h l µ L
J ('rl ~ rr·
I
I
I ' I I
' '
I • - - • f!_ 111 I ~ [ --_ i~ L....QI ' ' " I -, __
, P' •---L ~ .. ,n 'I c,:- i
--""'-••-·
II l
I
I
I I
I I
I I
I !
I I
'
' I i '-.:::l I ~ si '~ = ===~ J-= - ~ ,1 - - -- - - - - "i~= ~ r ' I I I rl I 7 I I r II II
L____)~
■ ----- 11
~ - - - - - - - __J
I I I
~ I
u-
I I
I I
' I I
' I
I
I
1111
iU
(;I r:;·1 ~ 1-- 7 - 1,1 t::;'' J.h___ I .. , , I 1----rcf ---'7 1111
-----
■-- , . y L,-I •·
I I -- CJ
L-,_____J o
I I
\
I F I ,
I
I I
I I
' I ' ' ' ' I I
I I ....----------,- Si
r'l] ~
Tu1 I \ I
~~
' ~ \r-- -
• /-- ;:~ s ~ JIQJ l . I. ~ f77:CR l. ... { s rt=]JIQ-l-.-l ___ u;;=J--r[1c-J ----~ 1 - I I
' ,_ ,,.. /
- ' -
- := ('"=) )= ]l_::::-==-· ::: := G4 =);= -,' _::::::= ::: := I_ d___(= 'F _ _j ~ ::::=:: .::::::=: (;:c= ) ):_J ~_:::::::-==:: :::: :'--0 ~(=)? - -:-===--===.:::.:::::: = -L ~j I fil Fll I I r n l ] IJ ,.....,__ - Ii - -r-r· µ: 'C'" kb-, ·-rr y C, ·1. ~ ----TT- ll C 1,.. --- - Jj_ ··-- n / Y ·c ·i. ~ ---n· ,-- , [ . - --- -i , \'., ,_ - / [ I • ._ • ...---m---, I l,. n -.., ._ 1 I J n ■ = q ._ I ~ ] - ■■ ■ I . ~ ~ 1 I
' I I I
I I
I
I I
I I
I I
I I
H-1,-----1 l "
11\---' i
w I - r r
- I
fi
lL I I - ~ I ~ I ~ ~
-- _J
"
_, 11\---' 1
' -- - --- -- -- L __
-- ~
11 II
LJ
I
~~fi ri=; r : I ;,!~ i ~ ! I
F
J
7 I
/-::.
,, //
·}I r[ -.
__ ' _j; I .. "
11 h J. > ■ == ➔ 11 I I
I ■- , I
'
rr J1
1 IL _ - 1 1
/ r'\:- ~ 7 ,
~=-7 1 I I ,
T □•-1 n • , ~
• I I ,JI I lo j
I
"
)ill
-- - ::£ . - - 1- •
I " -" I .. '
n
~---■,
._
I I ~
' - ~
l'l,,,C-\f--J-', ~ ---w 1111
~ - -flJ
r--" "T"
., L-,_____J ,
.. ____ ... ____ ._ ____ _
' ' ' I I
' ' I I
I I
I I
I
I I
I !
I I
I
I I
I I
I ' 11 fl I
·---- --~ ' ' I I
I I
I I
I I
I I II II
~
I I
I I
I I
I I
I I
' - -----,: I -- - L" - -• 7 r ,-IF°'~~ -'' ,
I~ 711t 'F11•=:a•1,•= "'f1 =,,1l1 , ,==,,,= a.JI I I I l I I
' I
1 I
I !
' -
I I
I i
I I
I I
I I
L-,_____J o
I I
- - I I
c · ), [ ] /, _,,"\ I',
~ -'l - -----m--- -I [ -I i ,·', ~ -t~ _j - - --- -- j L _J ' I L Lqt---1- ·; _ - I I -t .. ':J ~ I JL -1 _--1--~_J L~-:-:::::~~~ --,~:=- ~\ •- - - ---~ = ~ ~ ~ - / - _ _ )" - -==:::: ,~ .J 1 1£!1U IILNJ, tl l!J ui.'1J Ip " ~ 1 n ..' ..,- -, ----- ~ - r-----J, \ / ,C -., _ _---- 1 ~--,_ ' ·-.. _ ,. / --- .~ --- I ! d I I , F/, LJ ~-- .. &....-
1 1 ' - / I' - 11 TT/ _ --f:~ : I ~ c-~·1--JtS]
11 ' w -p =-----IOi = = =! I L : i I I I
I !
'
l!e!.......I l'1.
I" .-------;;-
~ --L - ■-■-
L_ _ _ J - ---- - --- ---- ' L - I , • ~
':f
---- =·=- .J
~ ~ I ... ... • 8
rl
I
I I
_ JI I" j
jl!f
;--7 - -
I
J~
,, I
I I
' '
I I
I I
I I - I
I I,
I I
I I
I I
I I
I I
' I I
' I '
I ' I I
I
I I
/
---r11 _/ _ _)I _ 1 L: __ '] ~ I I I
I I
,, -- /
ti I I i:- 1
' ~ - !
' j
¾>
"'
I
- , - --- - -
"' j I ~
~
"
----:__,
-- :::::> ?:::?:9'
---------
r·----a- 1 □ ,----ri,i___! •-, I
[ ~
_ _ ,
..,ff~~ ,,JW~~j,
-' -
(i) DOM:DCAP
@ T )( 7' TOP 6. SOTTOM RAILS
@ S" XS"VINYLPOS T
@ 6" TONGlJE & GROOVE
@ FINISH GRADE
r
I
. " --,. . 4 Ii I I
~
42"
r== 7
'
CD 1-l/2" K5-l /2" PVCTOPAND
BOTTOM RAILS
@ '1' X 6" VINYL UPRIGHT
@ l " X6"f,!,(;i'VCBOA ~D
G) 1-HINGO: TOP AND BOTTOM
T ® RIVETED ROUTED JOINT
119 1- CONNECTION
. . @ LATCH
~·
- I~ 0 PLASTIC PLUG
~ @ FINISH GRADE
-s:J EU~ ~ o
_§
0 0 0
0-'
0-'
--'==
I' o-./
~ i
l
·- ·
' I I I
I I
' I ,\ I
I I
I I
I I , )
I
' / I I
' 1 I
I i,~
, /
/·1· 1 ::::-,,, • I I 1 ,, 1 11 j ,-_ I I t-7 r-1' I I I I - ~ ep: ·::::q,
II
' I-
. ;;.,,I I '
(0 SPLIT FACE BLOCK COlUMN
(WHERE OCCURS!
@ PRECISION BLOC K PILASl!:R CA P
Q) 6X6X l 6 SPLIT FAC E BLOCK (ONE SIDED)
'
I
co
~
• ••••••••••••••••••••
•
fY1
rYl
0 1
.
o9 0
0 PRECISION BLOCK WALL CAP @
@ FINISH GRADE
I
I~
0 0
0 0
I
~ 1-
1 MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
L L LL L L L L
LLLLLLLL
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
0L 0L 0L 0L
0L 0L 0L 0L
RORO RO RORO RO RO 0L 0L0L 0L 0L
0L 0L 0L 0L
0L0L0L
0L0L0L
0L0L0L0L0L
RORORO
RO
LLLLL
LLLLL
LLLLL 0L 0L 0L 0L 0L
0L 0L 0L
0L0L0L0L
0L 0L 0L
LLLL
RO RO RO
RO
RO
RO
RO
RO
RO
RO
RO
0L 0L 0L 0L
0L
0L
0L
0L
0L LLLLLLLLL
CC
CC
CC
CC
CC
CC CC
CC
CC
CC
CC
CC CC
CCBR
BRBR
BR BR
BR
BR BRBR
BR
BRBR
BR
BR
BR BR
BR
BR
BR
BRBR BR BRBR
BR
BR
BRBR
BR
BR BR
BR
BR BR
BR
BR
BR
BR BRBR
BR
BR BR
BR BRBR
BR
AAAA
AA A
AAA
AA AAA A
A
AA
AAA
AA
A
AA
A
AAA
BRBRBRBR
BR
BR
BRBR
BR
RO
RO
RO
RO RO
RO
RO RO
RO
RO RO
RO
RORO
RO
RORO
RO
BRBRBR
A
AA
RO RO
RO
RO RORO RO RO RO
RO
RO L L LRO
LL
L
RO
RO
RO
L
L
L
L
L
0L
0L
L
L
L
RO
RO
RORO
RO
RO
RO
RO
BR
BR
BR
LLL
L
L
RO
RO
RO
L
L
L
RO
RO
RO RO
RO
RO
RO RO
RO
RO
BR
BR
RO
MM
M
M
MMMM
M M
MM
M
M
M M M
MMMM
M
M
Q Q Q Q QQ
AC
AC
AC
AC
AC
AC
0L0L0L 0L
BR BR
BR
BRBRBR0L0L0LYY
Y Y
Y YAA
AAAA
AA
YYY Y Y Y L L L L LLL
L L L
L
L RO RO RO RORO
RORORORORORO
RO RO RO RO RO
BR
BR
BR
BR
BR
BRBR
BR
BR
BRBR
L L L L L
0L0L
0L
CC
mm
mm
m
A AA
AAA
m
m
AA
A
BR
RO
RO
RO
RO
RO
RO
RO
RO
RO RO
A A A
Y
Y
Y
BR
BR
m
m
m
Y
Y
Y
L L L L LLLLLL
AA
A AAAA
A
AA
A
AA
A A A
A
A
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CCCC
CC
CC
CC
CCCC
CC
CC
CC CC
CC
CC CC
CC
CC
0L
0L
0L
0L 0L 0L 0L 0L
0L
0L 0L
0L 0L
0LL L L L LLLL
L
L L LL L LLLL L L
0L0L
0L
0L 0L
0L
0L
0L
LLL
BR
BR
BR
BRBRBR
BR
BR
BR
BR
BR
BR
BR
BR
BRBR
BR
BR
BR
BR BR
BR
BR
BR
BR
BRCC CC
CC
0L
0L0L
0L0LA
A
AA
BR
BR
BR
BR
BR
0L 0L 0L 0L
A
A
A
AA
LLLLLL0L0L0L0L
BR
BRBR
BR BR
BR
L
L
L
RO
RO
RORO
RO
RO RO
RO RO
RO
RORO
RO
RO
L
L
RO RO RO RO RO RO RO RO RORORO
RORORO
RORORO
CC
AA
A A A
A
A BR
BR
BR
BR
BR
A A
A
L
L
L
L BR
BRBR
AA
MM
MM
M M
M M
Q Q QQ
Q Q Q
QQ
Q
Q
M
M
M
AC
AC
AC
AC
AC
Y
DDD
DD
DDD
DDD
DDD
DDD
DD
DD
Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y
D
D
D
Y
Y Y
Y Y
Y Y
D Y Y
DD
DD
DD
DD
D
DD
DD
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
Y Y
RO RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO RO RO RO RO
RO RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO RO
RO RO RO RO
RO RO
RO
RO RO RO RO RO RO
RO RO RO RO RO RO
DD
DD
D
DD
Y Y
Y Y
Y Y
Y Y
Y Y
D D
Y Y Y Y Y Y Y RO RO RO RO RO RO
RO RO RO RO RO RO
RO RO RO
RO RO
Y Y
Y Y
Y Y Y
Y Y
Y Y
Y Y
A A A A A A
A A A A A A
A A A A A A
A A A A A A
A A A A A A
A A A A A A
A A
A A
A A
A A A A
A A A A
A A A A
A A
A A
A A
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m
m m
m m
m m
m m
m m
m m
m
m m
m m
m m
m m
m m
m m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
A A A A A A
A A A A A A
A A A A A A D
m
m
m m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m m
m
m
m
RO RO RO RO RO RO
RO RO RO RO RO
m m m m mm m m m m m m mA A A
A A A
A A A
A A A
A A A
A A A
0L0L0L
0L0L0L
0L0L0L 0L0L0L
RO RO RO RO RO RO RO RORO RO
RO RO
RO RO
RO RO
m m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
0L0L0L 0L0L 0L
RO RO RO RO RO RO
m m
m
mm
0L 0L
A A A A
A A A A
A A
A A
m
m
m
m
m
m
m
m
m
m
m
m
YYYYYYYYYYYY
YYYYYYYYY
YYYYYYYYYYYY
YYY
YY
YYY
A
A
A
A A
A A
A
AA A
0L
0L
0L
0L
0L A
A
A A
A
AA A
AA A
YYY
YY
YYY
A
A
A
A
A
A
A
A
RO RO RO
RO RO RO
RO RO RO
RO
0L 0L
RO RO
RO RO
0L 0L0L0L
RO RO
RO RO RO RO RO
RO RO RO RO RO
RO
RO
A
DDD
DDD
DDD
DD
DD
DD
DD
DD
DD
D
D
D
D
D
D
DD
D
DD
DD
DD
D
D
D
Y
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BRBR BR
BR BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BR
BRBR
BR
m m m m m m m m m m m m m
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A A A A A AY
Y
Y
Y
Y
Y
BR
A
A
A
A
A
A
A
A
A
A
A
A
A A A A A A
A A A A A A
A A A
A A
A
Y
Y Y
Y Y
Y Y
Y
Y Y
0L
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
RO
0L
0L
0L
0L
0L
0L
0L
A A
A
A
A
RO RO RO
RO RO
LLLL
D
D
D
0L 0L 0L 0L 0L
RO
RO RO
RO
RO
RORO
MMMMMMMMMMMM
M
WWWWWW
WWWW
W
W
W
W
W WW
WW
WW
WWW
WW
Q
Q
Q
Q
Q
Q
Q
WW
W
W
W
W
MM
M M M M M M M M M
M M M M M M M M M
W W W W
W W W W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
Q
W
W
W
M M M
AC
AC
AC
AC
AC
AC
AC
AC
SIZE
SHRUBS
BOTANICAL NAME QTY.COMMON NAMESYM
TREES
PLANT LEGEND
GROUNDCOVER
ALOE "BLUE ELF" BLUE ELF ALOE
D
5 GALLON
AGAVE BRACTEOSA SPIDER AGAVE 5 GALLON
CRAPE MYRTLELAGERSTROEMIA INDICA
SOUTHERN LIVE OAKQUERCUS VIRGINIANA 'HERITAGE' 36" BOXQ HESPERALOE PARVIFLORA RED YUCCA 5 GALLON
ACCENTS
A
15 GALLON
CALIFORNIA FAN PALMWASHINGTONIA FILIFERA 12' B.T.H.W
DASYLIRION WHEELERI DESERT SPOON
L
CONVOLVULUS MAURITANICUS GROUND MORNING GLORY 1 GALLON
RO
PENSTEMON EATONI FIRECRACKER PENSTEMON 5 GALLON
ROSMARINUS O. "TUSCAN BLUE" UPRIGHT ROSEMARY 5 GALLON
0L
m
DRAGON TREEDRACAENA DRACO 24" BOX
PALO VERDECERCIDIUM "DESERT MUSEUM" 3036" BOX
CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 5 GALLON
BOUGAINVILLEA "ROSENKA" 5 GALLONBOUGAINVILLEABR
CC
LAURUS NOBILIS SWEET BAY 15 GALLON
LANTANA "SPREADING SUNSET" LANTANA
VINES
MACFADYENA UNGUIS-CATI CAT'S CLAW 5 GALLON
LANTANA MONTEVIDENSIS LANTANA
5 GALLON
5 GALLON
M
LEUCOPHYLLUM LANGMANIAE CINNAMON SAGE 5 GALLON
15 GALLONPODOCARPUS MACROPHYLLUS YEW PINE
BOUGAINVILLEA "JAMAICA WHITE" BOUGAINVILLEA 15 GALLON
5 GALLONOLEA "LITTLE OLLIE" DWARF OLIVE
36" BOX
CAJEPUT TREEMELALEUCA QUINQUENERVIA 36" BOX
AGAVE DESMETTIANA AGAVE 15 GALLON
YUCCA FILAMENTOSA "COLOR GUARD" COLOR GUARD YUCCA 15 GALLONY MUHLENBERGIA "REGAL MIST" PINK MUHLY GRASS 5 GALLON
BOUGAINVILLEA "LA JOLLA" BOUGAINVILLEA 15 GALLON
ROCK COBBLE: - 3" - 6" DIAM. "BAJA LA CRESTA" (OR EQUAL) AVAIL: SOUTHWEST BOULDER - 760-342-5522
14 17
25 72
1 29
47 5
3 67
154
293
652
237
46 114
121
182
654
262
133
244
138
272
306
192
NO
SYMBOL
5/8" SCREENED - 3" DEPTH DECOMPOSED GRANITE: 'PALOMINO CORAL' BY SOUTHWEST BOULDER (OR EQUAL) IN ALL PLANTER AREAS CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERING BOULDERS: 1'-4' DIAMETER "BAJA LA CRESTA" BY SOUTHWEST BOULDER (OR EQUAL) CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERING *
IRONWOODOLNEYA TESOTA 36" BOX 11
MUHLENBERGIA RIGENS DEER GRASS 5 GALLON 29
CATANA
RANCHO MIRAGE, CALIFORNIA
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSULTING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
ROBERT HIDEY ARCITECTS
ARCHITECT
SHEET 4 OF 5
TYPICAL PLANTING
N O R T H
0 20'
Scale: 1"= 20'
40' 80'
SINGLE-FAMILY
AREA #1 - RECREATION CENTER AND ENTRY
AREA #3 - PORTION OF CLUSTER HOMES AT PASEO
AREA #2 - PORTION OF CLUSTER HOMES
RATTLER ROAD
ENTRY DRIVE
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
UP
UP
UP
UP
UP
UP
UP
UP
MAIL
VEHICLE
ONLY
KEY MAP
AREA #1
AREA #3
AREA #2
RATTLER ROAD
RAMON ROAD
TYPICAL QUANTITIES
(SEE PLANTING NOTE BELOW)
PLANTING NOTE:
THE THREE AREAS SHOWN ARE REPRESENTATIVE OF THE QUANTITIES, SIZE, AND SPACING OF PLANT MATERIAL. SUBSEQUENT LANDSCAPE
CONSTRUCTION PLANS WILL BE SUBMITTED PRIOR TO BUILDING
PERMITS FOR REVIEW AND APPROVAL BY THE PLANNING
DEPARTMENT AFTER THIS ENTITLEMENT PHASE OF THE PROJECT.
NOTE:
ALL FUTURE LANDSCAPE CONSTRUCTION PLANS WILL COMPLY WITH THE FOLLOWING STANDARDS. APPROVAL OF THOSE PLANS WILL BE SUBJECT TO MEETING THESE REQUIREMENTS.
MATCH LINE - SEE SHEET 5
59 22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1197
•
R:51
(:)
•
11 I \I
nc,nn
111111
''t f ''
11 I,
:~g Q Q i ! !
H><~Q~@Q""~ ~ -
II -
~ D'
~
,=-i
:-j
L_J
-
II
j
IJ
11 n
••'Ji!,
,it) (!)
•(:!(:\
,, •. !,_•)
,1 3[!:
,(!J i!)
{ f !i,~)
0 0088 00oo 0000 0000 00 l,;> ■ J'U 00 00
~ 0 0 o o
,? r-r= - - _J - _L_t---
1 L-"---i---=1--:~ -i-=--=t
---t--r- --r- ----.::1-- --:1---.
g
[01
[Q
l'21
;',]
I
I
• I I
I I
I I
I I
I
,·,·1r,>(,·:c·o:-~,,..-,·,o 0 0 •.• ,._ • ••. '✓• ..
l!)i!\.!Xi •
ooo
II ~088
I ~0oo
/,.........
-,a.:::;=;:;:==;=~--,,1 ooo 0
000° 0
00088 00000
0 0
~00008
~00000
•
00000
000° 0 0000
0088
y- .-· -
ilil
: . l
. , m
[i:;J ~ -~--, __ _JC,
-1.J \Cli
'.!"i:-13(!, ,:o:,(o:
(~)!f!)(~, ,0,10:
(;)(;_·,(;1(;)\ I 10:io'
(!)li:,i~ (!, ,:t/f
1!'."-~·(·11f', 1 r•x•.: _;~_-,111~) ,_ ' 1!:1?
e
1e ,e
---
000
000
0 0 ,/;:c, ,•·111 ~~======~==r~~
e le e e
1,•
0000000
0000000
0000000
c::,1
,,
le
e 'e N ee ,ee ee
81 ___ 2'1_,-,r-'---~
I (~ :{~
·!.!XI>! : 1oxo:,:•
,:J:±:~ ..
/·'.!X!>!
1,,,1 0
[;j g
01 J ~(1 1)(1 d
(f 7 7 i :' ! ~ ~ ~ I ! I 7 aFmrnJ Ii i.;s .. -~ ~ '* _"' - - - ~ asE]I' n ',> \· c::J c::::) ..,....- " I I I
\~ _J • ____ I I Ill
;.1
1 2 J;:')b ~ ~) _J1~9,'P ~ ~ 111
--- -:;..c---1:-£::=:::-·----:::-· ~--~ --"' -~=-.:::::c.2e::::==·--,- - - =- ----=-.:;c'-~..,.;..::=="""" ~~~ , -:::... - - 7- •
•
@
•
~
•
==
* 0
(!_';
0 0
• 0
♦
•
('\
0 0
00 •
• 0
-~• .. ;,:;:-• .-:-:-!i'.
i.!'=-.·•;!z;~ft·=-4 . . . -
•··
Trees
Shrubs
Groundcover
IIU NIMlJM PERCENTAGES REQUIRED
Single-Fami ly R esidenc es Project Are a of 1 Acre or L ess Proj ect Area Over 1 Acre One 36-inch box 25%, 36-inch box; and 30%, 36- inch box; and Two 24-inch boxes 50%, 24-inch box 50%, 24-inch box; and 20%, 15-gallo n
60%, 5-gallon; and 40%, 1-gallon
10% coverage within 1 year
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
60 catana
rancho mirage, california
22024.01 03/07/2024
SIZE
SHRUBS
BOTANICAL NAME QTY.COMMON NAMESYM
TREES
PLANT LEGEND
GROUNDCOVER
ALOE "BLUE ELF" BLUE ELF ALOE
D
5 GALLON
AGAVE BRACTEOSA SPIDER AGAVE 5 GALLON
CRAPE MYRTLELAGERSTROEMIA INDICA
SOUTHERN LIVE OAKQUERCUS VIRGINIANA 'HERITAGE' 36" BOXQ HESPERALOE PARVIFLORA RED YUCCA 5 GALLON
ACCENTS
A
15 GALLON
CALIFORNIA FAN PALMWASHINGTONIA FILIFERA 12' B.T.H.W
DASYLIRION WHEELERI DESERT SPOON
L
CONVOLVULUS MAURITANICUS GROUND MORNING GLORY 1 GALLON
RO
PENSTEMON EATONI FIRECRACKER PENSTEMON 5 GALLON
ROSMARINUS O. "TUSCAN BLUE" UPRIGHT ROSEMARY 5 GALLON
0L
m
DRAGON TREEDRACAENA DRACO 24" BOX
PALO VERDECERCIDIUM "DESERT MUSEUM" 3036" BOX
CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 5 GALLON
BOUGAINVILLEA "ROSENKA" 5 GALLONBOUGAINVILLEABR
CC
LAURUS NOBILIS SWEET BAY 15 GALLON
LANTANA "SPREADING SUNSET" LANTANA
VINES
MACFADYENA UNGUIS-CATI CAT'S CLAW 5 GALLON
LANTANA MONTEVIDENSIS LANTANA
5 GALLON
5 GALLON
M
LEUCOPHYLLUM LANGMANIAE CINNAMON SAGE 5 GALLON
15 GALLONPODOCARPUS MACROPHYLLUS YEW PINE
BOUGAINVILLEA "JAMAICA WHITE" BOUGAINVILLEA 15 GALLON
5 GALLONOLEA "LITTLE OLLIE" DWARF OLIVE
36" BOX
CAJEPUT TREEMELALEUCA QUINQUENERVIA 36" BOX
AGAVE DESMETTIANA AGAVE 15 GALLON
YUCCA FILAMENTOSA "COLOR GUARD" COLOR GUARD YUCCA 15 GALLONY MUHLENBERGIA "REGAL MIST" PINK MUHLY GRASS 5 GALLON
BOUGAINVILLEA "LA JOLLA" BOUGAINVILLEA 15 GALLON
ROCK COBBLE: - 3" - 6" DIAM. "BAJA LA CRESTA" (OR EQUAL) AVAIL: SOUTHWEST BOULDER - 760-342-5522
14 17
25 72
1 29
47 5
3 67
154
293
652
237
46 114
121
182
654
262
133
244
138
272
306
192
NO
SYMBOL
5/8" SCREENED - 3" DEPTH DECOMPOSED GRANITE: 'PALOMINO CORAL' BY SOUTHWEST BOULDER (OR EQUAL) IN ALL PLANTER AREAS CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERING BOULDERS: 1'-4' DIAMETER "BAJA LA CRESTA" BY SOUTHWEST BOULDER (OR EQUAL) CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERING *
IRONWOODOLNEYA TESOTA 36" BOX 11
MUHLENBERGIA RIGENS DEER GRASS 5 GALLON 29
0L
AA
A
A
A
RORORORORO
m
L L L L
D
D
D
D
D
D
0L0L0L0L0L
0L 0L 0L 0L 0L0L 0L 0L
0L
0L 0L 0L0L
0L
0L0L 0L0L0L
0L 0L 0L
0L
L
L
LLLL
L
L L L L
LLLLLL
L L
L L L L L L
CCCCCC
CC
CC
CC
CC
CC
CC CC
CC
CC
CC
CC
CC
CC
CC D D
D DD
D D D
RO
RORO
RO
RO
RO
RO
RO
RO
RO
RO RO
A
A
A
RORORORO
RO
RO
AA
A
AARORORORORORORO
RO
RO
RO RO
RO
AA
A
A
AAA A
RO
RO
RO
RORORO
D
D
AA
A LLLL
L
L
L
LLLLL
LL
LLL
LLLL
L A
A
L
LLLLL
LL
L
L
CC
CC
CC
CC
CC
CC
CC
CC
CC
CCL
L
LLLLL
m
mm
m
m
m m m m
m
m
m
m
m
m
****** *
**** ****
**
**** ******
m
m
m
m
m m
m
mm
m
m m
m m
**
L
L
L
L
L
L
m
m
m
m
m
m
m
m
m
m
m
CC
CC
CC
CC
CC
CC
CC LLL
Q
QQ
Q MMMM
MMMMMM
MMMM
MMMMMM
M
MM
MMMMMMM
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
CATANA
RANCHO MIRAGE, CALIFORNIA
DAVID NEAULT ASSOCIATES, INC.
LANDSCAPE ARCHITECT
HEITEC CONSULTING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
ROBERT HIDEY ARCITECTS
ARCHITECT
SHEET 5 OF 5
TYPICAL PLANTING
N O R T H
0 20'
Scale: 1"= 20'
40' 80'
KEY MAP
AREA #4
RATTLER ROAD
RAMON ROAD
SINGLE-FAMILY
AREA #4 - PORTION OF BASIN AND
STREETSCAPE PLANTING AT RATTLER RD.
RATTLER ROAD
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
UP
UP
UP
UP
UP
UP
UP
UP
MAIL
VEHICLE
ONLY
TYPICAL QUANTITIES
(SEE PLANTING NOTE ON LEFT)
PLANTING NOTE:
THE THREE AREAS SHOWN ARE REPRESENTATIVE OF THE QUANTITIES, SIZE, AND SPACING OF PLANT MATERIAL. SUBSEQUENT LANDSCAPE
CONSTRUCTION PLANS WILL BE SUBMITTED PRIOR TO BUILDING
PERMITS FOR REVIEW AND APPROVAL BY THE PLANNING
DEPARTMENT AFTER THIS ENTITLEMENT PHASE OF THE PROJECT.
NOTE:
ALL FUTURE LANDSCAPE CONSTRUCTION PLANS WILL COMPLY WITH THE FOLLOWING STANDARDS. APPROVAL OF THOSE PLANS WILL BE SUBJECT TO MEETING THESE REQUIREMENTS.
MATCH LINE - SEE SHEET 4
BASIN
15 GAL. TREE - 20%
24" BOX TREE - 50%
36" BOX TREE - 30%
TYPICAL TREE PLANTING PLAN - 1"= 30'
10 SINGLE FAMILY RESIDENCE - 30 TREES PER CODE
15 GAL. TREE - 20%
24" BOX TREE - 50%
36" BOX TREE - 30%
6 TREES
15 TREES
9 TREES
TREES QUANTITIES
30 TREES TOTAL
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1198
R H A
ROBE
_/
~ ~ ffi
-- _j
-::c:;,
~
, ,
1~
~
'
E,~~r c F J '
A L ,~~ I II
\\ · ~ ,, ~ -= , --- - • i - I
II 1 • • -vl,--,1-L___l.
I ~ I It-
I , f' u-B~ C
171
~
>--
J '-- I A ;f(ll
L_
18 iLl >---
r-
;::,:,J
I
a
'--
e--
~ '( .
r. ~ ~ 1--
J( ~ ~ I~
·~ 1
'" ~ "---Th
CB
Co
~
·• •• * •~ ~'~ ,~"<!-( ~~ ~ ~ _!e_•••••••• •••••-• !_ .. --•- . - - . - ~ - -- - - •
•
0 I
I
•oo **** • • ••••• -~----~~~
"-•L•e•e ,,~,,_"c> ,1tff,1tif e ♦ • ♦ -·fl_··· *,ir.~ ~~"-""~--•••• ~!•---•~'Q9,t Trees
Shmbs
Gro und cove r
7"
'"'
MINIMUM PE RCENT AGES REQUIRED
SioJ;:le-Family Re!)idences PrQject A rea of 1 Acre or Les$ One 36-inch box 25%, 36-inch box; and
Two 24-inch boxes .50%, 24-inch box
60%, 5-gallon; and 40%, I-gallon
10% coverage within 1 year
P1·(1,ject A rea Ch•et· 1 Ac re
30%, 36-inch box; and
50%, 24-inch box; and
20%, l 5-gallon
lO /Jc 9Cl r')
~ gffiffl~
l?T<;
ll
CL
~ ~
ll
l?+Ll
1iffi/£
si1&,1
~'t....,1....),.1 ,-flf'O,..,.l:Jf;JJ{
i,~J--T-"-~~"J'::l!:'.--,~J~<,
;;, _", t,
7-
'\
(,
-~.,.
·,, /\
II 1'71,./c;W 1 'i!l fill, ri::::g fir',
71 ,-5~01
"
a
-
'--
(:]
r;::
1'----
~~I! 1\·
YiUl
1 I
nl,1
-,
"' ' !d
'ii* ~! !11 "r iJ: __ "r- 1)11 ~ = i = ::lJ a, ;f .t. EC]-•,1 ID
.1' 1,.,. .. . . ,- ·,7 I
11 __J ~ --- L_J 11'1
_-__ -l~t~~~b~-df=d!1tt:0:£1Q~~j!
I
I
I
I
I
I
I
I
•
•
@
•
~
•
==
* 0
:'_!,':
0 0
• 0
♦
•
(~
0 0
00 •
• 0
~
•··
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
61 catana
rancho mirage, california
22024.01 03/07/2024
SHEET INDEX & GENERAL NOTES
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
GENERAL
1. ALL WORK SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS 2022 TITLE 24, 2020 N.E.C., & 2022 C.E.C. AND LOCAL CODES. ELECTRICAL WORK SHALL COMPLY WITH CBC 2022 AND ALL EQUIPMENT AND SYSTEMS SHALL BE U.L. LISTED.
2. DRAWINGS ARE NECESSARILY DIAGRAMMATIC BY THEIR NATURE AND ARE NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL OR EVERY PIPE OR CONDUIT IN ITS EXACT LOCATION. CAREFULLY
INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AND COORDINATE THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS PHASES OF WORK. ORGANIZE AND LAYOUT WORK SO THAT IT WILL BE CONCEALED IN WALLS, FURRED CHASES, AND CEILINGS, ETC., IN FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED TO BE EXPOSED. INSTALL ALL WORK PARALLEL OR PERPENDICULAR TO BUILDING LINES UNLESS OTHERWISE NOTED.
3. INSTALL THE ELECTRICAL SYSTEM USING CONSTRUCTION MEANS, METHODS, AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS / INSTRUCTIONS, TRADE "BEST PRACTICES" STANDARDS, AND APPLICABLE NATIONAL AND LOCAL CODES.
4. PROVIDE ALL LABOR, MATERIALS, TOOLS, PERMITS, FEES, TRANSPORTATION, ETC REQUIRED TO
PROVIDE A COMPLETE AND FULLY-FUNCTIONING ELECTRICAL SYSTEM TO THE OWNER'S SATISFACTION.
5. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE NEW AND SUPPLIED WITH ALL THE NECESSARY FITTINGS, ATTACHMENTS, AND ACCESSORIES FOR A COMPLETE INSTALLATION.
6. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, ELECTRICAL MATERIALS AND LIGHTING FIXTURES FOR APPROVAL PRIOR TO ORDERING.
7. SWITCHGEAR DIMENSIONS ARE BASED ON THE APPROXIMATE DIMENSIONS OF THE MANUFACTURER SPECIFIED IN THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EQUIPMENT WILL FIT IN THE ACTUAL SPACE PRIOR TO ORDERING THE EQUIPMENT.
8. CONTRACTOR SHALL REVIEW THE ELECTRICAL, AND OTHER CONSULTANTS DRAWINGS PRIOR TO
STARTING ANY WORK AND INFORM THE ENGINEER OF ANY DISCREPANCIES, OMISSIONS, OR IF
CLARIFICATIONS ARE REQUIRED TO COMPLETE THE INSTALLATION PRIOR TO COMMENCING THE WORK. CONTRACTOR, ENGINEER, ARCHITECT AND OWNER SHALL SCHEDULE A POST
BID/PRECONSTRUCTION MEETING TO REVIEW AND DISCLOSE ALL DISCREPANCIES, OMISSIONS
AND/OR CLARIFICATION RELATED TO THE CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS
NOTED BY CONTRACTOR AND OR/OWNER AS PART OF THE PRECONSTRUCTION COORDINATION PROCESS.
9. REFER AND REVIEW TO THE; PLUMBING, MECHANICAL/HVAC, LOW VOLTAGE, COMMUNICATION,
ACCESS CONTROL, INTERIOR DESIGN, ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO, AND
DURING, THE ELECTRICAL INSTALLATION TO ENSURE ALL ELECTRICAL EQUIPMENT AND ASSOCIATED
DISTRIBUTION PATHWAY ARE CLEAR OF AND COORDINATED WITH THE OTHER TRADES INSTALLATION REQUIREMENTS.
10. ALL HORIZONTAL AND VERTICAL PIPING, CONDUITS, AND DUCTS IN/THROUGH ELEVATED OR ON
GRADE SLABS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION MANUAL AND MEET THE CLEARANCES SHOWN ON DETAIL E-0.3 OR HAVE APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER OF RECORD. AVOID ANY HORIZONTIAL/VERTIAL PIPING, CONDUITS AND DUCTS IN AREAS OF CONGESTED REINFORCEMENT SUCH AS COLUMNS, COLUMN CAPS AND COLUMN STRIPS.
11. PROVIDE ALL REQUIRED CONTROL WIRES, RELAYS, DISCONNECTS, STARTERS, CONDUITS, TIME
SWITCHES, AND OUTLETS REQUIRED BY THE OTHER TRADES SYSTEMS AS INDICATED ON THEIR DRAWINGS. ALL ELECTRICAL WORK AND MATERIALS INDICATED IN THE ABOVE CONSULTANT'S (NOTE 8) DRAWINGS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNDER THIS SCOPE OF WORK.
12. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY AND SUPPORTED ACCORDING TO APPLICABLE OSHA REQUIREMENTS.
13. CONTRACTOR TO WARRANTY ALL WORK COMPLETED FOR A PERIOD OF ONE YEAR AFTER THE OWNER'S ACCEPTANCE DATE. ANY LABOR OR MATERIALS REQUIRED TO CORRECT FAULTY OR
DEFECTIVE WORK WITHIN THE WARRANTY PERIOD SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. ANY WORKMANSHIP OR EQUIPMENT FOUND TO BE FAULTY OR DEFICIENT DURING
THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR.
14. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, "AS-BUILTS" CONSTRUCTION DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER WITHIN 30 DAYS OF THE COMPLETION OF THE JOB.
15. CONTRACTOR ELECTRICAL "AS-BUILTS DRAWINGS" ARE TO INDICATE THE FINAL EQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, PANEL SCHEDULES, SINGLE LINE DIAGRAMS, ETC. - IN CAD OR EQUIVALENT FORMAT FOR THE OWNER'S RECORD AT THE COMPLETION OF THE JOB.
16. PROVIDE THE OWNER WITH 1 COPY OF ALL OPERATION AND MAINTENANCE MANUALS FOR LIGHTING, LIGHTING CONTROL, AND ELECTRICAL SYSTEMS.
17. LABEL ELECTRICAL SERVICE EQUIPMENT WITH THE MAXIMUM AVAILABLE FAULT CURRENT AT THE INCOMING TERMINALS OF THE EQUIPMENT PER CEC 110.24.
18. PROPERLY LABEL ALL ELECTRICAL ROOMS / CABINETS, ELECTRICAL PANELS, TIME SWITCHES, PANEL SCHEDULES, AND MULTI-GANG METERS WITH LAMINATED PLACARDS. ADDITIONALLY, PROVIDE ALL LABELING AND PLACARDS AT SPECIFIC LOCATIONS INDICATED IN THE CONTRACT DOCUMENTS.
19. CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TO THE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PRESENT A CONCLUSIVE BID. NO
ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELD VERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE
CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELD VERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS.
20. FINAL LOCATIONS OF EQUIPMENT AND/OR DEVICES SHALL BE VERIFIED WITH THE OWNER/ARCHITECT PRIOR TO ROUGH-IN.
21. CONTRACTOR SHALL PROVIDE THE REQUIRED LABOR, MATERIAL, INSURANCE, EQUIPMENT,
INSTALLATION PROCEDURES AND PRACTICES/ MEANS AND METHODS, CONSTRUCTION TOOLS AND STORAGE, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM.
22. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET
WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS.
23. CONTRACTOR SHALL SECURE ANY PAY FOR ALL NECESSARY BUILDING PERMITS. CONTRACTOR
SHALL COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS INCLUDING POWER, SECURITY, STORAGE, SAFETY, ETC. WITH ALL TRADES PRIOR TO COMMENCING CONSTRUCTION. INCLUDE ALL OF THESE COSTS IN THE BID.
24. ALL TRADE LABOR SHALL BE DISCIPLINE TRAINED, COMPETENT AND SKILLED PERSONNEL. PERFORM
ALL WORK CONSISTENT WITH THE BEST POSSIBLE TRADE PRACTICES WITH ADHERENCE TO ALL OSHA GUIDELINES.
25. WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHER SPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL.
26. ALL ADDENDA AND CHANGE ORDERS MUST BE APPROVED BY THE OWNER IN ADVANCE OF STARTING THE WORK.
27. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO; SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, ALL LIGHTING FIXTURES AND ASSOCIATED CONTROLS. SUBMITTALS SHALL BE MADE TO THE ARCHITECT AS SOON AS IS PRACTICABLE AFTER AWARD OF CONTRACT.
POWER
1. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF (MIN. NEMA 3R).
2. ALL EXTERIOR JUNCTION BOXES SHALL BE LISTED AS WEATHERPROOF WITH WEATHERPROOF COVERS.
3. ALL LIGHTING SWITCHES SHALL BE RATED FOR 120-277V, “DECORA” STYLE, AND WHITE UNLESS OTHERWISE NOTED ON THE PLANS OR OWNER'S SPECIFICATIONS.
4. ALL GENERAL USE RECEPTACLES SHALL BE NEMA 5-15R, “DECORA” STYLE, AND WHITE UNLESS OTHERWISE NOTED ON THE PLANS OR OWNER'S SPECIFICATIONS.
5. ALL RECEPTACLES IN DWELLING UNITS, GUEST ROOMS AND GUEST SUITES IN HOTELS AND MOTELS, AND CHILD CARE FACILITIES SHALL BE TAMPER- RESISTANT TYPE (NEC 406.12).
6. PROVIDE COMBINATION A.F.C.I./G.F.C.I. TYPE BREAKERS FOR ALL CIRCUITS FEEDING OUTLETS AND LIGHTS IN DINING ROOM, KITCHEN, LIVING ROOM, ETC. PER SECTION 210.12.
7. ALL OUTDOOR RECEPTACLES SHALL BE GFCI PROTECTED AND LISTED AS “WR” WEATHER RESISTANT TYPE PER CEC 406.9. OUTDOOR RECEPTACLES IN DAMP LOCATIONS SHALL HAVE WEATHERPROOF COVERS. OUTDOOR RECEPTACLES IN WET LOCATIONS SHALL HAVE “IN-USE” TYPE WEATHERPROOF COVERS.
8. NO PLASTIC ELECTRICAL BOXES ARE TO BE USED. IT IS ACCEPTABLE FOR RESIDENTIAL PER ELECTRICAL CODE AND LOCAL JURISDICTION CODE.
9. PER 714.4.2 CBC ELECTRICAL OUTLET BOXES IN WALL OR CEILING SHALL NOT EXCEED 16 SQUARE INCHES PER ONE HUNDRED SQUARE FEET OF WALL.
10. RECESSED ELECTRICAL PANELS IN RATED ASSEMBLIES SHALL BE “FIREBOXED” AND CERTIFIED TO MAINTAIN THE ORIGINAL RATING OF THE WALL ASSEMBLY.
11. HALF SIZED OR TANDEM CIRCUIT BREAKERS MAY BE USED ONLY IF THE ELECTRICAL EQUIPMENT IS SPECIFICALLY LISTED TO RECEIVE SUCH DEVICES. ALL OTHER PANEL LOCATIONS - FULL SIZE CIRCUIT BREAKER MUST BE USED.
12. ALL BRANCH CIRCUIT BREAKERS SHALL BE NQOD (OR APPROVED EQUAL) AND HAVE MIN 75° RATED TERMINATION LUGS.
13. ALL BRANCH CIRCUIT BREAKERS FEEDING DWELLING UNIT LIGHTING AND POWER RECEPTACLES SHALL BE LISTED "COMBINATION TYPE AFCI" AND INSTALLED AT THE ORIGIN OF THE BRANCH CIRCUIT [210.12(A)(1)]
14. ALL PENETRATIONS (ELECTRICAL BOXES, CABLES, CONDUITS AND ETC…) THROUGH RATED
ASSEMBLIES SHALL BE SEALED OR FIRE STOPPED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A LISTED FIRE STOPPING SYSTEM (I.E. 3M FIRE BARRIER OR EQUAL) IN COMPLIANCE WITH CBC SECTION 712. CONTRACTOR TO INSTALL FIRE STOPPING SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS.
15. REFER TO ACOUSTICAL ANALYSIS / SPECIFICATIONS; PROVIDE PUTTY PADS OR OTHER SYSTEMS AS REQUIRED FOR SOUND ATTENUATION.
16. FOR DEVICES WITH SIMILAR FIRE BARRIER REQUIREMENTS. IF THE DENSITY OF OUTLET OPENINGS EXCEEDS 100 SQ. IN. FOR ANY 100 SQ.FT. OF WALL, THEN PUTTY PADS ARE REQUIRED FOR THE ENTIRE WALL.
17. PROVIDE EXPANSION AND DEFLECTION FITTINGS, WITH BONDING JUMPERS AT ALL BUILDING EXPANSION OR SEISMIC JOINT CROSSING.
18. WIRING SIZE PER CIRCUIT BREAKER TRIP SETTING AND NEC TABLE 310-16. ALL CONDUCTORS ARE MINIMUM #12 THHN/THWN-CU UNLESS OTHERWISE NOTED. MINIMUM 3/4" CONDUIT FOR PVC UNDERGROUND CONDUIT.
19. ALL WIRING TO COMPLY WITH CEC ARTICLE 300. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS AS REQUIRED.
20. INTERIOR WIRING PERMITTED TO BE TYPE NM CABLE IN ACCORDANCE WITH CEC ARTICLE 334 AND
LOCAL CODES IN ONE- AND TWO- FAMILY AND MULTIFAMILY DWELLINGS OF TYPE III, IV, AND V CONSTRUCTION. IN OTHER TYPES OF TYPE III, IV, AND V CONSTRUCTION NM CABLE MAY BE
ACCEPTABLE, EXCEPT FOR EXPOSED IN ACCESSIBLE DROPPED CEILINGS, EXPOSED CEILINGS OR WHERE PROHIBITED IN CEC 334.12. CONTRACTOR TO VERIFY NM CABLE WIRING METHOD WITH AUTHORITY HAVING JURISDICTION PRIOR TO BIDDING THE JOB. MINIMUM WIRING SIZE PER THE 60 DEGREE "C" COLUMN OF CEC TABLE 310.15(B)(16) (I.E. #12 CU FOR 20A CIRCUIT BREAKERS).
21. IT IS PROHIBITED TO SHARE NEUTRAL CONDUCTORS FOR THREE SINGLE PHASE CIRCUITS PER CEC 200.4.
22. AS REQUIRED, ALL OVERSIZED FEEDERS THAT WERE ADJUSTED IN SIZE TO COMPENSATE FOR VOLTAGE DROP SHALL BE PROVIDED WITH ADAPTER LUGS OR SPLICE BOX. ADAPTER LUGS SHALL BE
PROVIDED IF SIZE IS AVAILABLE, OTHERWISE PROVIDE CABLE SPLICES IN THE SPLICE BOX TO REDUCE CABLES TO THE MAXIMUM SIZE THAT THE BREAKER LUGS CAN ACCOMMODATE.
23. CLASS 2 & 3 WIRING:
CABLES INSTALLED IN PLENUMS SHALL BE TYPE CL2P OR CL3P (CLASS 2 OR 3 RESPECTIVELY).
CABLES INSTALLED AS RISERS (CABLES INSTALLED IN VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR, OR CABLES INSTALLED IN VERTICAL RUNS IN A SHAFT) SHALL BE TYPE CL2R OR CL3R (CLASS 2 OR 3 RESPECTIVELY). CABLES INSTALLED IN CABLE TRAYS MAY BE TYPE PLTC, CL3P, CL3R, CL3, CL2P, CL2R, OR CL2.
24. WHERE MORE THAN TWO NM CABLES ARE INSTALLED THROUGH WOOD FRAMING, SUCH AS TOP OR
BOTTOM PLATES WHERE THE OPENING IS SEALED WITH INSULATION OR SEALING (FIRE RATED) FOAM, ETC., THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE ADJUSTED IN ACCORDANCE WITH TABLE 310.15. REVIEW CEC 334.80.
25. ALL CABLE TRAYS CONTAINING TYPE SE, MC, MI, OR IGS SERVICE ENTRANCE CABLES MUST BE LABELED “CABLE TRAY CONTAINS SERVICE ENTRANCE CONDUCTORS”.
26. ALL ELECTRICAL CONDUCTORS WITHIN 6' OF THE ATTIC MUST BE PROTECTED AS PER CEC 320.23A, 330.23, 334.23
27. ALL ELECTRICAL EQUIPMENT, BREAKERS, HOUSE PANELS, AND TIME SWITCHES DIRECTORIES SHALL BE PROPERLY TYPED LABELED.
GROUNDING
1. THE ELECTRICAL SYSTEM SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC ART. 250 AS ADOPTED AND AMENDED BY THE CEC AND THE ADOPTED EDITION OF THE N.E.C. AS IT RELATES TO OTHER APPLICABLE CODES.
2. SEPARATELY DERIVED SYSTEMS SHALL BE GROUNDED PER ART. 250.30 (A) FOR GROUNDED SYSTEMS OR 250.30(B) FOR UNGROUNDED SYSTEMS AND SHALL COMPLY WITH ART. 250.20, 250.21, 250.22, AND 250.26.
3. THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND.
4. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER" TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCE TO GROUNDS ARE FOUND, THEY SHALL BE ISOLATED.
MAKE PROPER CORRECTIONS TO RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. THIS SHOULD BE PROVIDED BY AN INDEPENDENT, APPROVED TESTING COMPANY.
5. ONSITE INDEPENDANT TESTING OF EQUIPMENT SHALL BE REQUIRED FOR SWITCHGEAR OVER 1,000 AMPS.
6. PROVIDE BONDED GROUND TO ALL METALLIC PIPE WITHIN THE UNIT, WHEN THERE IS NON METALLIC
PIPING FEEDING INTO EACH UNIT MAKING EACH UNIT ISOLATED FROM THE MAIN PIPING SYSTEM WITHIN BUILDING. COMPLY WITH C.E.C 250.104(A)(1); 250.104(A)(2); 250.122.
7. NEUTRAL BAR SHALL BE ISOLATED FROM THE GROUNDING BUSBAR AT ALL PANELBOARDS SERVING INDIVIDUAL UNITS.
LIGHTING FIXTURES
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION TYPE AS
DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTING FIXTURES WITH THE
CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT
WOULD CAUSE RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THE FIXTURE
VOLTAGE WITH THE LIGHTING PLAN AND ORDER FIXTURES WHICH WILL OPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED.
2. ALL HANDICAP UNIT LIGHTING SWITCHES, RECEPTACLES, THERMOSTATS, AND OTHER CONTROLS SHALL BE LOCATED NO HIGHER THAN +48" AND NO LOWER THAN +15". ON THE KITCHEN COUNTER OR BATHROOM LAVATORY MAXIMUM HEIGHT FOR RECEPTACLES SHALL BE +44". SEE MOUNTING DIAGRAM AS PART OF THIS SET.
3. RECESSED LIGHTING FIXTURES WITH DIRECT CONTACT WITH INSULATION SHALL BE TYPE IC (LISTED BY RECOGNIZED TESTING AGENCY). RECESSED NON-TYPE IC FIXTURES SHALL HAVE A MINIMUM OF 3” CLEAR FROM INSULATION AND 1” FROM COMBUSTIBLE MATERIALS (NON-TYPE IC RECESSED FIXTURES ARE NOT PERMITTED IN RESIDENTIAL UNITS).
4. RECESSED LIGHTING IN RATED ASSEMBLIES SHALL BE EITHER “FIREBOXED” TO MAINTAIN THE RATING
OF THE ASSEMBLY OR UTILIZE A LISTED FIXTURE WITH ENCLOSURE THAT MAINTAINS THE ORIGINAL RATING OF THE ASSEMBLY.
5. LIGHT FIXTURE RECESSED IN CEILINGS WHICH HAVE A ONE HOUR OR MORE FIRE RATING SHALL BE ENCLOSED IN A BOX WHICH HAS A FIRE RATING (IC) EQUAL TO THAT OF THE CEILING. PROVIDE MINIMUM OF 3" CLEAR FROM ALL SIDES AND TOP OF ENCLOSURE TO CEILING. LIGHTING FIXTURES IN CONTACT WITH INSULATION TO BE U.L LISTED FOR THERMAL BARRIER "CHICAGO PLENM". ALL BALLASTS FOR INDOOR 4 FT. FLUORESCENT IN COMMON AREA SUCH AS RECREATION, MAINTENANCE BLDG., SHALL BE "ENERGY SAVING TYPE" CBM AND U.L. LISTED.
6. CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROM SIDES AND TOP OF RECESSED LIGHT FIXTURES.
7. RECESSED LIGHTING FIXTURE IN 1 HR. RATED AREAS REQUIRE BOX BOARD SHELL MINIMIZE PENETRATIONS INTO 1 HR. WALL BETWEEN 2 DWELLING UNITS. INSTALL NMC IN CONDUIT AND SEAL
WITH PLASTER, OR FIRE CAULK, INSIDE THE ENDS OF CONDUIT (TO PREVENT SPREAD OF SMOKE OR FIRE).
8. IT IS THE INTENT OF THIS PROJECT, TO USE THE HIGHEST EFFICACY LIGHTING PRODUCTS AVAILABLE AND TO USE LED (LIGHT EMITTING DIODE) TYPE LUMINARIES WITH 3000k LIGHT TEMPERATURES AS INDICATED ON THE LUMINARIES SCHEDULE.
9. WHERE SPECIFIED, FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. HARMONIC CONTENT SHALL NOT EXCEED 10% ADVANCE MARK V OR EQUAL.
10. WHERE SPECIFIED, FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTOR BALLASTS AND FOUR PIN, 3000 DEGREE KELVIN LAMPS.
11. FLUORESCENT LAMP SHALL BE 32 WATT T8, 3000 DEGREE KELVIN, SYLVANIA OR EQUAL.
12. HIGH EFFICACY LUMINARIES SHALL BE DEFINED AS FOLLOWS: 30 LUMENS PER WATT (FOR LAMPS 5W OR LESS) 40 LUMENS PER WATT (FOR LAMPS 6W-15W) 50 LUMENS PER WATT (FOR LAMPS 16W-40W)
13. MEDIUM AND CANDELABRA BASED SCREW-IN LAMPS DO NOT QUALIFY AS HIGH EFFICACY. GU-24 PIN
BASES QUALIFY AS HIGH EFFICACY
14. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR TO ROUGH-IN.
15. ALL WALL FIXTURES SHALL BE INSTALLED SUCH THAT THE LOWEST PORTION OF THE FIXTURE PROTRUDING > 4” IS 80” ABOVE THE FINISHED GRADE OR HIGHER.
16. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES.
17. LUMINARIES FOR GENERAL LIGHTING IN KITCHEN SHALL HAVE LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. A LUMINAIRE WHICH IS THE ONLY LIGHTING IN A KITCHEN WILL BE CONSIDERED GENERAL LIGHTING. GENERAL LIGHTING SHALL BE CONTROLLED BY THE MOST ACCESSIBLE SWITCH(ES) IN THE KITCHEN. ADDITIONAL LUMINARIES TO BE USED ONLY FOR SPECIFIC DECORATIVE EFFECTS NEED NOT MEET THIS REQUIREMENT. U.N.O
18. EACH ROOM CONTAINING A WATER CLOSET SHALL HAVE AT LEAST ONE LUMINAIRE WITH LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. IF THERE IS MORE THAN ONE LUMINAIRE IN THE ROOM THE HIGH EFFICACY LUMINARIES SHALL BE SWITCHED AT AN ENTRANCE TO THE ROOM.
19. ALL RECESSED LUMINARIES IN INSULATED CEILINGS SHALL BE TESTED AND LISTED FOR ZERO CLEARANCE INSULATION COVER (IC) AND AIR TIGHT (AT) BY RECOGNIZED TESTING LABORATORIES.
ELECTRICAL CONTRACTOR TO VERIFY THIS INFORMATION BEFORE PURCHASING DOWNLIGHT HOUSING.
20. WHERE LOW LEVEL EXIT SIGNS ARE SHOWN ON PLANS, THEY SHALL BE MOUNTED NOT LESS THAN 6" AND NO MORE THAN 8" FROM FINISH FLOOR TO BOTTOM OF SIGN AND 4" FROM DOOR FRAME TO CLOSEST EDGE OF SIGN. PROVIDE LOW LEVEL EXIT SIGNS AS REQUIRED PER CODE.
21. ALL FIXTURES INDICATED WITH "COLOR AS SELECTED BY THE ARCHITECT" SHALL BE PROVIDED WITH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPS TO THE ARCHITECTS PRIOR TO ORDERING FIXTURES. TRIM RINGS FOR RECESSED DOWNLIGHTS SHALL BE COLOR AS SELECTED BY THE ARCHITECT. VERIFY COLOR SELECTION WITH THE ARCHITECT.
22. FOR OUTDOOR LIGHTING BRANCH CIRCUITS FROM BUILDING, INSTALL A RECESSED 4S, 2 1/8" (MIN) DEEP J-BOX WITH 2-GANG SWITCH RING GASKET WEATHERPROOF BLANK METAL COVER AT +12" TYPICAL.
23. POLE LIGHT AND POLE BASE COVER SHALL BE PRIMED WITH ONE COAT OF IRON OXIDE RUST -
INHIBITIVE PRIME BASE COVER SHALL BE TWO PIECE HYDRO FORMED ALUMINUM BAKED POWDER URETHANE FINISHED COAT SELECT BY OWNER AND PAINTED BY MANUFACTURER. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE BASE POLE DIMENSIONS.
24. EXTERIOR LIGHTING SHALL BE "DARK/NIGHT SKY" COMPLIANT AS DEFINED AND ADOPTED BY THE LOCAL AHJ. AT A MINIMUM, THE LIGHT SOURCE SHALL BE SHIELDED AND NOT DIRECTLY VISIBLE AS DETERMINED BY THE AHJ.
MECHANICAL SYSTEM
1. VERIFY EXACT LOCATIONS AND ORIENTATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. FIELD VERIFY CONDITIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
2. REFER TO THE MECHANICAL DRAWINGS FOR EXACT EQUIPMENT RATINGS AND ELECTRICAL REQUIREMENTS. COORDINATE WITH THE INSTALLER OF THE HVAC SYSTEMS AND PROVIDE ALL
CONDUIT, WIRING, TIME CLOCKS, STARTERS, CONTROL DEVICES, RELAYS, DISCONNECT SWITCHES, FIRE SMOKE DAMPERS, ETC. FOR THE PROPER OPERATION OF THE MECHANICAL SYSTEMS. REFER TO THE MECHANICAL DRAWINGS AND ADDENDUMS FOR ADDITIONAL ELECTRICAL REQUIREMENTS.
3. INSTALL 8#14-CU CABLE FROM FAN COIL (FAU) TO HEAT PUMP (CONDENSING UNIT) AND INSTALL FUSIBLE DISCONNECT SWITCH NEMA -3R IN-LINE OF SIGHT OF EQUIPMENT. INSTALL FUSE(S) AS INDICATED ON NAME PLATE.
4. ALL EQUIPMENT, ENCLOSURES, DEVICES, DISCONNECT SWITCHES, CONNECTIONS, ETC. LOCATED ON THE ROOF SHALL BE WEATHERPROOF - NEMA 3R.
5. DISCONNECT SWITCHES SHALL BE HEAVY DUTY HORSEPOWER RATED. SIZE SWITCH AND FUSED PER THE NAMEPLATE VALUE ON THE MECHANICAL UNIT.
FIRE ALARM
1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH FIRE ALARM CONTRACTOR TO PROVIDE ALL
BOXES, CONDUIT AND WIRING AS INDICATED ON THE APPROVED CONTRACTOR FIRE ALARM DRAWINGS.
2. THE REQUIRED SMOKE DETECTOR SHALL BE ON A PERMANENT WIRING WITHOUT ANY
DISCONNECTING SWITCH - OTHER THAN THOSE FOR OVERCURRENT PROTECTION, INTERCONNECTED WITH ELECTRICAL CONTRACTOR SUPPLIED BATTERY BACK UP.
3. FIRE ALARM DRAWINGS, WHEN ATTACHED TO THIS PACKAGE, ARE FOR A REFERENCE ONLY.
ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL PREPARE FIRE ALARM DRAWINGS, LOCATING ALL DEVICES ROUTING OF CONDUIT INDICATING ALL WIRING. PREPARE VOLTAGE DROP
AND BATTERY CALCULATIONS, ALL TO COMPLY WITH LOCAL FIRE DEPARTMENT REQUIREMENTS AND SUBMIT TO FIRE DEPARTMENT FOR APPROVAL. THE APPROVED DRAWINGS SHALL BE USED BY THE ELECTRICAL CONTRACTOR TO INSTALL ALL FIRE ALARM DEVICE BOXES, CONDUIT, ETC. AT NO ADDITIONAL COST TO OWNER.
4. SUBMIT A VARIANCE TO SEPARATE FIRE ALARM.
ADDITIONAL OTHER NOTES
1. ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS.
2. SWITCHGEAR IS BASED ON DIMENSIONAL INFORMATION PROVIDED BY EATON OR OTHER MANUFACTURER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE SWITCHGEAR INTENDED FOR USE AT THIS FACILITY, FITS THE SPACES PROVIDED.
3. CONTRACTOR TO CONFIRM THE LOW VOLTAGE (<110v) CABLING REQUIREMENTS PRIOR TO BIDDING THE JOB. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL BELDEN CA. NO. 9248 RG6/U
TYPE COAXIAL CABLE TRANSMISSION LINE (CONFIRM EXACT CABLE TYPE WITH COMMUNICATIONS
VENDOR FOR THE PROJECT) WITH INDIVIDUAL HOMERUNS FROM COMMUNICATIONS MPOE ROOM TO CATV TERMINAL SERVICE BOX AT IDF ROOMS AND TO UNIT HSD BOX.
4. PROVIDE A MINIMUM OF A 4FT X 8FT X 3/4IN FIRE RATED PLYWOOD BACKBOARD IN EACH MPOE AND IDF ROOM, WITH A #6 COPPER (MIN) GROUND BONDED TO BUILDING GROUNDING SYSTEM. PROVIDE A DEDICATED QUAD PLEX RECEPTACLE PROTECTED BY A DEDICATED 20A/1P CIRCUIT IN THE MPOE AND EACH IDF ROOM, FOR THE CATV / PHONE PROVIDERS. FOR EXACT SIZE AND MORE DETAILS, REFER TO LOW VOLTAGE CONSULTANT.
5. CONTRACTOR TO VERIFY MIN. DIMENSIONS REQUIRED FOR EQUIPMENT SIZES & CLEARANCES IN THE ELECTRICAL ROOM WITH ACCOMMODATION FOR LOW VOLTAGE, GAS, ETC. WHEN APPLICABLE PRIOR
TO PLACING THE ORDER FOR SUCH EQUIPMENT & REPORT ANY DISCREPANCY TO THE OWNER, ARCHITECT & ENGINEER. AN APPROVED EQUIPMENT SUBMITTAL IS NOT A CONTRACTOR
VERIFICATION OF EQUIPMENT CLEARENCES AND DIMENSIONS AT THE ELECTRIC ROOM - AS REQUIRED ABOVE.
6. PENETRATIONS IN PARTY WALLS SHALL BE ACOUSTICALLY SEALED WITH "POLYCEL" AROUND NMC, CABLE, AND OTHER DEVICES SUCH AS RECEPTACLES, J-BOXES, ETC. ELECTRICAL DEVICES
INSTALLED IN OPPOSITE FACES OF PARTY OR DIVISION WALL SHALL BE SEPARATED HORIZONTALLY NOT LESS THAN 24 INCHES. (IN DIFFERENT STUD BAYS FOR WOOD WALLS).
E-0.1
SHEET INDEX &
GENERAL NOTES
ELECTRICAL SHEET INDEX
NO. SHEET DESCRIPTION
1 E-0.1 SHEET INDEX & GENERAL NOTES
2 E-0.2 DETAILS
3 E-0.3 METER PEDESTAL SINGLE LINE DIAGRAM &
PANEL SCHEDULES
4 E-1.1 SITE LIGHTING PLAN - AREA A
5 E-1.2 SITE LIGHTING PLAN - AREA B
6 E-1.3 PHOTOMETRIC SITE PLAN - AREA A
7 E-1.4 PHOTOMETRIC SITE PLAN - AREA B
8 E-1.5 LIGHTING SPECIFICATIONS
9 E-1.6 TITLE 24 LTO OUTDOOR FORMS
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1199
GOUVIS engineering
rum ultinggnn,p, in,. ®
15 Studebaker
Irvine
CA 92618
Irvine
tel 949.752. 16 12
fax 949.752.5321
Palm Springs
tel 760.323.5090
~ ~
~ -
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
62 catana
rancho mirage, california
22024.01 03/07/2024
#4 OR LARGER BARE COPPER
CONDUCTOR OR STEEL RE-BAR
OR ROD NOT LESS THAN 1/2" DIA.
AT LEAST 20FT LONG
CONNECTION LISTED FOR
THE PURPOSE
NON METALLICPROTECTIVE SLEEVE
GROUNDING ELECTRODE CONDUCTOR
SIZE PER SINGLE LINE DIAGRAM
CONNECTION LISTED FOR THE PURPOSE
INSTALL BONDING STRAP OR BONDING JUMPER
N
ELECTRICAL SERVICE
EQUIPMENT
#6 CU-GND
TO CATV/PHONE
POINT OF CONNECTION
FOUNDATION IN DIRECT CONTACT WITH EARTH
20FT OR MORE
2" MIN
G
METAL PIPING
SYSTEM
BOND TO ALL METALLIC PIPING SYSTEMS
(I.E. COLD WATER, GAS, ETC)
BOND TO COLD WATER METAL PIPE WITHIN
THE FIRST 5FT OF ENTERING THE BUILDING
IF CONNECTION IS MADE INSIDE THE BUILDING
REFER TO NEC 250.52 (A)(3) FOR FURTHER DETAILS
XX
XX
XX
XX
XX
XX
XX
STEEL COVER, LABEL
"ELECTRICAL".
CONCRETE
COVER 42 LBS.
BRASS"L" BOLT,
2 REQUIRED.
PULL BOX
KNOCK OUT AS
REQUIRED.
PULL BOX NOTES
1. ALL BOXES SHALL BE SET ON A
MINIMUM 8" GRAVEL BASE WITH
1/2" DIAMETER GRAVEL.
2. ALL INCIDENTAL CONCRETE SHALL
BE REMOVED FROM BOXES.
3. PROVIDE WATERTIGHT SPLICES AND
CAPS FOR POWER CONDUCTORS
LISTED FOR WET LOCATIONS PER
NEC OR CEC WHERE ADOPTED,
314.30 (C).
4. PROVIDE SEALING GEL IN ALL
CONDUITS (BOTH W/ CONDUCTORS
AND IN EMPTY SPARE CONDUITS).
THE GEL SHALL BE INSERTED IN THE
CONDUIT TO A DEPTH OF 6" AND
FLUSH W/ THE END OF THE CONDUIT.
THE GEL SHALL BE MANUFACTURED
BY 3M #4442 RE-ENTERABLE
ENCAPSULANT.
5. PROVIDE IDENTIFYING TAGS ON ALL
POWER AND COMMUNICATION
CONDUCTORS IN PULLBOXES.
6. PULLBOX SHALL BE SIZED PER N.E.C.
REQUIREMENTS.
12"
3"
12" MIN
TELEPHONE CONDUITS
4" BELOW AND 8" ABOVE CONDUIT (12" ABOVE
WITH GAS PIPE) COMPACTED TO A MINIMUM 90%
OF THE RELATIVE DENSITY OR AS SPECIFIED BY
THE GOVERNING AUTHORITY.
TRENCH DETAIL
(RESIDENTIAL OR COMMERCIAL)
POWER: (PRIMARY AND\OR SECONDARY)
15" -18"
43" MIN.
51" MAX.
36" MIN.
R/W
EDGE OF TRENCH 18"
FROM PROPERTY LINE
AND 36" FROM EDGE OF
WATER OR SEWER
TRENCH.
18" MIN.
BACKFILL AS REQUIRED
BY CCAUSD STANDARDS.
IF NOT IN PUBLIC RIGHT -OF-WAY,
NATURAL BACKFILL SHALL NOT
CONTAIN ROCKS LARGER THAN 3"
FINAL GRADE
TRENCH SAND
OTHER COMMUNICATION
CONDUITS
TELEPHONE MARKING TAPE
POWER MARKING
TAPE
OTHER COMMUNICATION
CONDUIT
REFER TO PANEL SCHEDULE
FOR CIRCUITRY
365-DAYS, SPST, NEMA
PROGRAMMABLE
ASTRONOMICAL
TIME CLOCK WITH BACK-UP
BATTERY
NH
NORMALLY CLOSED
ELECTRICALLY HELD RELAY
W/120V COIL AND 20A
CONTINUOUS DUTY
LIGHTING CONTACTS (TYP.)
20A-1P
CIRCUIT BREAKER
(TYP.)
PS-1 SITE LIGHTING
SPARE
SPARE
SW
20A-1P
C1
PC
PS-7
INTERMATIC PHOTOCELL
MOOUNTED ON ROOF FACING
NORTH
SPACE
SPACE
PS-3 SITE LIGHTING
SW
SPACE
SPACE
PS-2
PS-4
SITE LIGHTING
SW
SITE LIGHTING
SW
NOTES:
PER CEC SECTION 404.2(C), PROVIDE NEUTRAL CONDUCTOR DOWN TO ALL SWITCHES AND MOTION SENSORS AS SHOWN ON PLANS.
CONTRACTOR SHALL PROVIDE ALL CAT 5 AND 0-10V WIRING
CONNECTIONS BETWEEN DEVICES AS REQUIRED TO MAKE SYSTEM
OPERABLE.
CONTRACTOR SHALL INCLUDE IN HIS BID ALL CONDUIT, WIRE, EQUIPMENT, LABOR, TESTING, ETC., NECESSARY TO PROVIDE A COMPLETE, OPERABLE AND CODE COMPLIANT SYSTEM. CONTRACTOR SHALL VERIFY ALL LOCATIONS PRIOR TO INSTALL.
ALL CONDUIT IN OPEN CEILING AREAS SHALL BE EMT AND SHALL BE RUN PARALLEL AND PERPENDICULAR TO WALLS AND OTHER STRUCTURAL ELEMENTS. CONTRACTOR SHALL INSTALL ALL EXPOSED CONDUIT IN A WORKMANLIKE AND VISUALLY APPEALING MANNER.
WHERE 2 OR MORE CONDUITS ARE RUN ADJACENT TO EACH OTHER AND MUST BE SUSPENDED, PROVIDE A UNSTRUT TRAPEZE SYSTEM.
COORDINATE CONDUIT ROUTING WITH OTHER TRADES AND ARCHITECT. PAINT CONDUIT, BOXES, SUPPORTS, ETC., AS DIRECTED BY ARCHITECT.
ALL RACEWAYS SHALL CONTAIN GREEN EQUIPMENTS GROUNDING CONDUCTORS SIZED PER CODE (#12 MINIMUM).
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
E-0.2
DETAILS
1CONCRETE ENCASED ELECTRODE3TRENCH DETAIL 2PULLBOX DETAIL 4ELECTRICAL METER PEDESTAL5LIGHITNG SHUT-OFF CONTROL
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1200
I
N~
-r,,_________;._N I ✓,o--------
-4N+~-
-1N1
I N-
EN-
I
t_J
• ffitiUF"ib,'ij'~-"'tTt»" ~-co-~ U111JFTJ.f~ .'lil;)c' l,.l;lf'TSIJ)l;l Vll;!W
r2:__ -~
" '
~
J
8.625
~
6 --ii
~
§
I
I
- MllTllR
AND
TEST
acoa<
SECTION
1.-----' -
TI
UTILITY
rULL
SECTION
l-14 .675~
l-1.125
=1
;
I
~ -562
RIGHT SIDE VIEW
#~~
</ ,/~
Hl.''CiE0 ,.,,,
\
~
I
7.25 48
USPIL MODEL SERIES @
0 • 200 AMPERES O • 600VOL TS
FII.QNTV ll;-W
r,._ ,, 7
~um= SEcn0 N
□ @ □ - -
7 ~ l1•Ul'I
!!!I 27.5
Fll.0J\T
J
I
t:USl'OMER
sa: noi-.:
Ll8,_J I
r
20 "'-'R
CUSTO!t.1ER
SECTl0N
!!!I
26 75
I
--
L ,,,_J , L
REAR VIEW
,,,
USPIL MODEL SERIES @
0 • 200 AMPERES O - 600 VOL TS
MUL Tl-PURPOSE METER PED EST AL
IDE AL FOH CONTHQ I. AP l'LICAT IQNS
SUCH AS PAJtKS, fl ALL FIELD AND
COURT LIGHTING, GOLF COURSES,
MOTOR CONTROL ANDIIRRIGA TION I
ST ANDA RD PEATIJRES
BACK - TO - BACK CUSTOMER DOORS
lJTJLITY l'IJLLSt:CTI0N0N Ll!l-'T Sl!Jll
BONDED NEUTIV,L AND EQOIPMDIT GROUND
200AMJ'MAXl)f1JM
120/240 V AC 1 l'IIASE 3 WIRE
CIRCUIT ANO PANl!LN"AMIWLATES
REAR SECTION ACC0MM0DATBS
42-ClltCUlT l'Al'nlLOOARO
FRONT SECTION ACO)~Mon ... TES
U -CIRctnT PAr-n:.LBOARD
OPTIONAL FEA l1JRES
ST A INLESS STEEL ENCLOSUR£
VOL TAGf.S AV AlLAllLE UPTO 4MV AC 3-PHASE
SHOKT CIRCUIT RATING UP TO 42,000 A.IC
r
"
4.I SB
UL LISTIJD SERIES RATED ANL1 l'ULL RATllDAIC ClllCUITBREAKl!RS CL\SS T P\JILOIIT FUSED DISCONt-.'ECT AVA!LABI..E
i--- MU -----i
II-"" - II
LOAL1
C
' N
' COAD
~
FRONT
_j 1--- 16.812 ~
MOUNTING PLAN
CIRO.llT BREAKER INTERIORS AND PANELBOARDS WITH C{)PPER OR ALUMINUM BUS l'HO 'l"OELECTRIC SOCK!!TS
TiiST SWITCHES Al\.'D SELECTOR SWITCHES
I TIMECLOCKS I
TRANSFORMERS
CONT ACl"ORS, l!LEC'l'RICALL 'i ANIJ MOCI IAN ICALL Y I ll!W
MERCURY RELAYS
MOTOR STARTERS
THERMOSTATS, FASS AND HEATERS
DUPLEX AND 1WIBTLOCK ROCEPT ACLllS
PIN AND SLEEVE RECEPT'ACLE, :2/JO.'i. MAXlMUM
EMERGENCY POWER T RANSFER SWITCHES
OTHER EQUIPMENT AND FEATURES AV AlLABLE -
CONSULT YOUR FACTORY REPRESENTATIVE
SPECIFICATIO.--.S
• COMPLIES WITH EUSE RC ~"TANDARDS &DWG. 308
• 12GA.NEMA3ROONSTRUC110N
• LIGHT GREEN COLOR NO. 14672 PER
FEDERAL SPECIFICATIONS 5!15 -
CUSTOM COLORS AVAILABLE
ZO.lri s
• POLYESTER POWDER-OJA TED FINISH
llXCEEDS ASTM B-1 17 srf.C IFICATI0NS
• FABRJCATED FR0.\1 COllROSJON-RESISTANT
ZINCCOATEDSTEEL
•AU.FACTORY WIRING 600 VOLT RATEDCorrER
'ALLC(n 1PQ[\'ENT$ UL LISTED
•AU.EXTERIOR DOORS ANDOOVEJ:.S PADLOCKABLE
• AVAILABLE IN STAINLESS STEEL • UTILITYCOVF.RSSEALA llLE •. •.
~
•
• '·
•· '
, . _._..,
. . . ' ..
·~-
• ' • ., •
' .. •
T
• . ,
5/ 14
.. ,,
. . .,_ ..
•
• • • • •
.
~ -
GOUVIS engineering
rumulting gnn,p, in,. ®
15 Studebaker
Irvine
CA 92618
Irvine
tel 949.752.16 12
fax 949.752.5321
Palm Springs
tel 760.323.5090
~ ~
~ -
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
63 catana
rancho mirage, california
22024.01 03/07/2024
1 VERIFY WITH SERVICE PLANNER FOR AIC RATING AND ELECTRICAL INFORMATION BEFORE ISSUING ANY BID. NOTIFY ENGINEER IF MAJOR DISCREPANCIES OCCUR. 1 PANEL "PSX"
MOUNTING RECESSED DOUBLE LUG NO VOLTS 120/240 MAIN MLO
NEMA 3R NO 200% NEUTRAL NO PHASE 1 BUS 100
FEED THRU NO I/G BUS NO WIRE 3 A.I.C. 42000
C
I
R
C LOCATION A B
L
T
G
C
O
N
V
K
I
T
R
E
C
P
M
I
S
C
B
K
R
N
O
T
E
S
N
O
T
E
S
B
K
R
M
I
S
C
R
E
C
P
K
I
T
C
O
N
V
L
T
G A B LOCATION
C
I
R
C
1 SITE LIGHTING 500 20/2 20/2 500 SITE LIGHTING 2
3 -- 500 -- -- 500 -- 4
5 IRRIGATION CONTROLLER 200 20/1 20/1 0 SPARE 6
7 TIME CLOCK 200 20/1 20/1 0 SPARE 8
9 SPARE 0 20/1 20/1 0 SPARE 10
11 SPARE 0 20/1 20/1 0 SPARE 12
A = 1200 B = 1200
W/LCL A = 1200 W/LCL B = 1200
TOTAL VA = 2400 W/ LCL = 2400 W/ LCL AMPS = 10 TOTAL LCL = 0 x 0.25 = 0 HIGH PHASE VA = 1200 W/ LCL = 1200 HIGH PH AMPS = 10 HIGH PHASE LCL = 0 x 0.25 = 0 *TYPICAL FOR "PS1", "PS2", "PS3", "PS4"
COMBINATION ELECTRICAL SERVICE PEDESTAL & IRRIGATION CONTROLLER 120/240V, 1Ø, 3W.
100A/2P CIRCUIT BREAKER MAIN
42,000 AIC SERIES RATED (MAX)
PACIFIC UTILITY PRODUCTS# USPIL-M2100-120CTB-SD-SS OR APPROVED EQUAL WITH TIME CLOCK, & (2) 6-POLE CONTACTOR
24.75"W X 26"D X 48"H
TEST BLOCKS
EUSERC PHOTOCELL AND TIME CLOCK
OR
ASTRONOMICAL TIME CLOCK
PSX
UTILITY
CO.
3" (C.O.)
(VERIFY)
LANDING LUGS
+17" (MIN)
FOR THE PURPOSE
GROUND CLAMP LISTED
6FT MIN
STAINLESS STEEL AND COPPER DRIVEN
GROUND ROD ((2)- 5/8" DIA. X 10FT (MIN))
INSTALL PER NEC 250.53
OR OTHER APPROVED METHOD
M
N
G
TO LIGHTING
100A-2P
PSX-7 IRRIGATION
CONTROLLER
CONTACTOR
#6 CU-GND
NO 3-1/2 PULLBOX
(2) 1" C.O.
SPARE (FUTURE)
PSX-5
FRONT VIEW SIDE VIEW
2''
48''
2''
24.75''
2'' 2''
2''
26''
IRRIGATION CONTROLLER AREA
PROVIDE DISC. SWITCH AND
RECEPTACLE AS REQUIRED.
LOAD SIDE
PULL AREA
UTILITY AREA
FG
METER SOCKET
TEST SW. AND
LIGHTING CONTACTORS
MAIN BONDING JUMPER
NEUTRAL BUS
GROUND BUS
GROUND BUS
GROUND CLAMP
LOAD CONDUIT
GROUNDING
ELECTRODE
SLOPE CONCRETE
AWAY FROM
PEDESTAL
SERVICE
CONDUIT
SERVICE
CONDUIT
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
ELECTRICAL PEDESTAL SINGLE LINE DIAGRAM
METER PEDESTAL 'PS' PANEL SCHEDULE
ELECTRICAL PEDESTAL DETAIL E-0.3
METER PEDESTAL
SINGLE LINE DIAGRAM
& PANEL SCHEDULES
PANEL INDEX
PSX
PANEL NOTES
"A" AFCI PROTECTION TYPE CIRCUIT BREAKER
"G" GFCI PROTECTION TYPE CIRCUIT BREAKER
"B" BACKFEED TYPE CIRCUIT BREAKE
"DF" DUAL-FUNCTION AFCI/GFCI PROTECTION TYPE CIRCUIT BREAKER "P" SPACE PROVISION ONLY. NO BREAKER REQUIRED.
"PV" SOLAR READY BY OTHERS
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1201
r -1
L '
~
El
1111
l = [I] '+' [I] ' I □
,.,,.,
0-
~- Ill--...
'r11,-,r- t
r
-1
--1
I
, -+
~ r""" ~
r--:=- ~ _,__ ~
0 0
I i
rl II-
~§ _0n 11 (
LA ,,
~
~
_,_~
J
7 "
l
0 ~
V,1,E- •
L
J
n i u ~
GQUVIS enu•~!,!!~.l!D®
15 Studebaker
Irvi ne
CA92 6 18
Irvine
tel 949.752.1612
fax 949. 752.5321
Palm Springs
tel 760.323.5090
/,, ~ ~·
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
64 catana
rancho mirage, california
22024.01 03/07/2024
SITE LIGHTING FIXTURE SCHEDULE
MARK VOLT DESCRIPTION MANUFACTURERMOUNT MODEL NUMBER NOTESINPUT WATTS
LEGEND
120 WALLSA
SB 120 POLE SINGLE HEAD POLE LIGHT WITH SHIELD EALS03_H4AH730__ -ELS-EAL-FBL-BLCK
HEIGHT: 14'-0"
REFER TO MANUFACTURE SPEC SHEET
FOR MORE DETAILS.
HEIGHT: 7'-0"
WCED4SUD-17W-830BUILDING EXTERIOR WALL MOUNTED REFER TO MANUFACTURE SPEC SHEET FOR MORE DETAILS.
LUMTECH LIGHTING 17
140GE LIGHTING SOLUTIONS
SD 120
HEIGHT: 3'-6"
LED BOLLARD LIGHTBOLLARD REFER TO MANUFACTURE SPEC SHEET FOR MORE DETAILS.
SOLERA LIGHTING VENUS-36W-LED-3000K-TY5 36
SE 120 POST LED POST TOP LIGHT EPAS02-07B30
HEIGHT: 12'-0"
REFER TO MANUFACTURE SPEC SHEET
FOR MORE DETAILS.
65GE LIGHTING SOLUTIONS
SB1 120 POLE DOUBLE HEAD POLE LIGHT WITH SHIELD
HEIGHT: 14'-0"
REFER TO MANUFACTURE SPEC SHEET
FOR MORE DETAILS.
280GE LIGHTING SOLUTIONS EALS03_H4AH730__
-ELS-EAL-FBL-BLCK
RETENTION POND
0.74 ACRES
2 1
2 1
2 3
2 1
21 2 1
3 21
2 1
RETENTION POND
0.25 ACRES
2 1
2 1
21 1
1 1
2 21
3 3
21 21
2 212
3 2
2 1
2 2 1
2 1
2 1
21 21
3 221
CENTERLINE R.O.W.
SECTION 02
SECTION 03
SECTION 04
JANITOR CLOSET/
STORAGE
10'-1" CLG.
RESTROOM
9'-1" CLG.
ELEC.
9'-1" CLG.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG.
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
CLUB
ROOM
25'-0" X 32'-6"
12'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
OFFICE
11'-0" X 11'-6"
10'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"
10'-1" CLG.
STORAGE
21'-6" X 8'-0"
10-'1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"
10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
REC.
TRASHPARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
MAINTENANCE
17'-7" X 7'-3"
10'-1" CLG.
WOMENS
10'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
ROOF
LADDER
M.P.O.E.
9'-1" CLG.
MENS
10'-1" CLG.
GOLF CART
10'-0" X 15'-9"
10'-1" CLG.
KITCHEN
12'-0" X 22'-3"
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
POTENTIAL TRASH
ENCLOSURE LOCATION
LOW WALL
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACACAC
AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC ACACACAC
AC
AC
AC
AC
UPUP
PLAN 1
SA
TYP.
PLAN 2
1 3PLAN 2
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL
1 3
MATCH LINEMATCH LINE
METER
PEDESTAL "PS1"
W/ TIME CLOCK INSIDE
METER
PEDESTAL "PS2"
W/ TIME CLOCK INSIDE
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1TYP.
PLAN 2
PLAN 1
1TYP.
PLAN 2
PLAN 1
1TYP.
PLAN 2
PLAN 1
1TYP.
PLAN 2
PLAN 1
1TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 3
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3PLAN 3
HOUSE
PANEL
1 3
PLAN 1
HOUSE
PANEL
1 3 PLAN 1
HOUSE
PANEL
1 3 PLAN 1
HOUSE
PANEL
1 3 PLAN 1
HOUSE
PANEL
1 3 PLAN 1
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3PLAN 3
HOUSE
PANEL
1 3PLAN 3
HOUSE
PANEL
1 3
PLAN 1
HOUSE
PANEL
1 3
PLAN 2
PLAN 1
13 TYP.
PLAN 2
PLAN 1
13 TYP.
PLAN 2
PLAN 1
13 TYP.
PLAN 3
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL 1
3 PLAN 1
HOUSE
PANEL
1 3
PLAN 1
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 1
HOUSE
PANEL
1 3PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL
1 3
PLAN 1 PLAN 1
HOUSE1 1
PLAN 2
PLAN 1
13 TYP.
PLAN 1
HOUSE
PANEL1
3 HOUSE
PANEL HOUSE
PANEL
HOUSE
PANEL
PS1-1,32
TYP.
PS2-1,3
2 TYP.
PS3-1,3
2 PS1-2,4
2 TYP.
PS2-2,4
2 TYP.
SB
TYP.
SA
TYP.
3 3
3 1
3 1
1 2
2 24
11 3 3
2 2
4 1
1 3
1 1
1 11
1 1
1 3
1 1
1 2
3 3
31 31
11 3
3 3
3 1
3 2
1 3
3 1
1 3
2 4
4 2
2 4
2 3
1 2
1 1
1 3
4 4
2 4
3 1
1 11
4 4
4 23 1
4 3
3 1
1 1
2 SITE AREA:
PROPOSED DENSITY:
LAND USE DESIGNATI
DESIGNATED DENSITY:
PRIVATE OUTDOOR LI
SETBACKS
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
MAXIMUM BUILDING H
2-STORY PERCENTAG
BUILDING FOOTPRINT
PARKING REQUIREME
2 SPACES WITHIN AN
PARALLEL PARKING:
GUEST PARKING:
GUEST PARKING REQ
GUEST PARKING PRO
AMENITY PARKING PR
SINGLE FAMILY RENT
UNIT MIX
UNIT TYPE
2 BED:
3 BED:
4 BED:
RETENTION POND
0.74 ACRES
2 1
COMMERCIAL
8.34 ACRES (363,144.93 SF)
2 1
2 3
2 1
21 2 1
3 21
2 1
RETENTION POND
0.25 ACRES
2 1
2 1
21 2
1 1
1 2
2 21
3 3
21 21
2 13
121
3 1
212
212
212
2 1
3 2
212
3 2
2 1
2 2 1
2 1
2 1
21 21
3 221
CENTERLINE R.O.W.
21 AFFORDABLE APARTM
UNIT MIX
UNIT TYPE CUR
2 BED: 55%
3 BED: 45%
100%
SECTION 01
SECTION 01
SECTION 02
SECTION 03
SECTION 04
SECTION 02 SECTION 03 SECTION 04
SPA
15'-0" X 15'-0"
POOL
60'-0" X 30'-0"
CABANA
JANITOR CLOSET/
STORAGE
10'-1" CLG.
RESTROOM
9'-1" CLG.
ELEC.
9'-1" CLG.
WORK AREA
BAR
7'-3" X 7'-8"
10'-1" CLG.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG.
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
CLUB
ROOM
25'-0" X 32'-6"
12'-1" CLG.
CO-WORK
15'-0" X 20'-7"
10'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
OFFICE
11'-0" X 11'-6"
10'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"
10'-1" CLG.
STORAGE
21'-6" X 8'-0"10-'1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"
10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
REC.
TRASHPARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
MAINTENANCE
17'-7" X 7'-3"10'-1" CLG.
WOMENS
10'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
ROOF
LADDER
M.P.O.E.
9'-1" CLG.
RESTROOM 2
AV
BBQBBQ
MENS
10'-1" CLG.
GOLF CART
10'-0" X 15'-9"
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
OUTDOOR
DINING
27'-0" X 20'-6"
10'-1" CLG.
KITCHEN
12'-0" X 22'-3"
10'-1" CLG.
HALL
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
FIREPIT
POTENTIAL TRASH
ENCLOSURE LOCATION
LOW WALL
CABANACABANACABANA
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACACAC
AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC ACACACAC
AC
AC
AC
AC
AC
AC
UP UP
UPUP
UP UP
UPUP
PER SECTION 150.0(K)(3), ALL OUTDOOR SINGLE FAMILY SHALL BE HIGH
EFFICACY, AND SHALL BE CONTROLLED BY MANUAL ON/OFF SWITCH AND ONE OF THE CHOICES BELOW:
-PHOTOCELL AND MOTION SENSOR
-PHOTOCELL AND AUTOMATIC TIME SWITCH
-ASTRONOMICAL TIME CLOCK
MANUAL ON/OFF SWITCHES SHALL NOT OVERRIDE THE AUTOMATIC CONTROL FUNCTIONS LISTED ABOVE.
PER SECTION 130.2(C),ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY:
1. OUTDOOR PHOTOCELL (NOT REQUIRED IF TIME CLOCK DOES
ASTRONOMICAL)
2. TIME CLOCK
3. MOTION SENSOR FOR POLE LIGHT <= 24' AND LUMINAIRES MORE THAN 40W.
OUTDOOR LIGHTING OF SINGLE FAMILY SHALL BE CONNECTED TO INDIVIDUAL DWELLING UNIT PANEL.
KEYED NOTES
11 2
3 1. PROVIDE (1) 1" CONDUIT SLEEVE UNDER ROADWAY AND INDICATE STUB LOCATION AT GRADE.
CONDUIT SLEEVE KEYED NOTES
1 RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
E-1.1
SITE LIGHTING PLAN
AREA A
SITE LIGHTING PLAN - AREA A
NORTH
1/40" = 1'-0"
0 40' 80'20' 120'
CALGREEN MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE(BUG) RATINGS (SEE NOTE A) RATING
DESCRIPTIONS
FIXTURE LOCATION
(MULTIPLES OF HEIGHT FROM PROPERTY LINE) LZ1 LZ2 LZ3 LZ4
NO LIMIT NO LIMIT NO LIMIT NO LIMIT
LIGHTING ZONE
B2
B1
B0
B0
B3
B2
B1
B0
B4
B3
B2
B1
B4
B3
B3
B2
BLACKLIGHT RATING >2 (SITE FIXTURES)
>1 BUT <=2 (SITE FIXTURES)
>=0.5 BUT <=1 (SITE FIXTURES)
>=0.5 STREET ADJACENT (SITE FIXTURES) (SEE NOTE B)
<0.5 (SITE FIXTURES)
U1 U2 U3 U4
UPLIGHTING RATING FOR AREA LIGHTING (SEE NOTE D)
FOR OTHER OUTDOOR LIGHTING, INCLUDING DECORATIVE
U0 U0 U0 U0
G1 G2 G3 G4GLARE RATING >2 (BUILDING MOUNTED) (SEE NOTE C) >1 BUT <=2 (BUILDING MOUNTED) (SEE NOTE C)
>=0.5 BUT <=1 (BUILDING MOUNTED) (SEE NOTE C)
<0.5 (BUILDING MOUNTED) (SEE NOTE C)
G0 G1 G1 G2
G0 G0 G1 G1
G0 G0 G0 G1
NOTE A: IESNA LIGHTING ZONES LZO AND LZ5 ARE NOT APPLICABLE.
NOTE B: CENTERLINE OF PUBLIC ROADWAY / TRANSIT LINE IS ACCEPTABLE.
NOTE C: BUILDING MOUNTED LUMINAIRES THAT CANNOT BE MOUNTED WITH THEIR BACKLIGHT TO THE PROPERTY LINE SHALL MEET THE ALLOWED GLARE RATING FOR ALL LUMINAIRES. LIGHT FROM A BUILDING MOUNTED LUMINAIRE SHALL NOT EXCEED THE BACKLIGHT RATING IN THE DIRECTION OF THE PROPERTY LINE.
NOTE D: GENERAL LIGHTING LUMINAIRES IN AREAS SUCH AS OUTDOOR PARKING, SALES OR STORAGE LOTS SHALL MEET THESE REDUCED RATINGS. DECORATIVE LUMINAIRES LOCATED IN THESE AREAS SHALL MEET U-VALUE LIMITS FOR "ALL OTHER OUTDOOR LIGHTING
DISTANCE 30'-0"
HEIGHT 16'-0"
RATIO
ALLOWED
PROPOSED
30:14
N/A U0 G3
B0 U0 G1
B U G
THIS ROW INDICATES THE FIXTURES DISTANCE
TO PROPERTTY LINE.
THIS ROW INDICATES THE FIXTURES MOUNTING
HEIGHT.
THIS ROW INDICATES THE
DISTANCE-TO-HEIGHT RATIO.
THIS ROW IS THE CALGREEN ALLOWED BUG
RATING FOR THE DISTANCE-TO-HEIGHT RATIO.
SEE THE "CALGREEN ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATING" TABLE ON
THIS SHEET FOR MORE INFORMATION.
THIS ROW IS THE PROPOSED BUG RATING FOR
THE FIXTURE AT THIS LOCATION.
KEY PLAN
THIS SHEET
A
AND MOTION SENSOR
AND MOTION SENSOR
WITH MOTION SENSOR
-20-A
-H2
-H2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1202
0 0
~
0 0 0
N - -M
"' '" -•n
'l,) N "i C ~ ~
·-' t--t---
c C'\ o,; -.. .,.
0 "' "' -x ~{]
0 0
0 ~
.SPH
__e,__1
I ------,
-i
' \
--1
I --1
\
I
I
I
I
I
I
CL
~
<(
,
'
I
*I I
I
I
_Q__,_ I
I
I
CL
!:'
I
I
I
I
, I , I
I
I
I
I
I
I
*I
0 z --o
0 0:1 1"
I
I
--0 O
1/
1/
~--"-0-r'c-~-/
0 I
I
CL
!:'
' =~---------<-i---l'iJS .,.-'
, , ... _______ ----~
,TIERED BRUSH
0 ,, ,,
--/ ()
I z
0 I <.)
I
' ' , , ,
' ' ' '
□
-if' -if'
0 "
-------------------------------------------------------------------~---------------- ------------
I
CL
~
<C
I
CL
: I :,; I
: ~ / 0 I
,o /
: f,J /
, I
' ' ' '
' ' '
' ' ' ' ' '
I
I
I
I
I
I
I
I
I
I
I
I
I
/\ 00 /j.
I
I
\I I
•
-
........ _ .,,,,,,,""
-----
I
I 00 ""---~~
l
' ,,
!:' --_., ------
, ,
' ' ' ' ,_,
100
100
•Li_~~
l
• •
••
•
••
••
0 •
---
I
I
I
l
\
I
l1c-+----,dL----,,-Jl---,,l
! I
I I
' ' ,,-- ........ _____ .,,
OJ
• I
_,, 0
~
w w
oc >--
••
I I
I
I I
I
I
I I
w oc w
'
•
• •
\
\
I I
I
I
I
I
\
•
8 • \ c-,,----1c'JJ.---J
',,l==~i~-~
ll
0 I
I
I
/
I
I
I
\
' ' ' '
••
••
••
l
•
f
I
I
I
I
®'.,_
I
_ ll
' ~ l
'11, ,-'==~*~if
I
I
I
I I
·o····T·· -
I I
I I
I
I
I
I
8 ••
••
••
I
l
I
/-Ole-·-.
I
I
I
I
I
\
\
'
----r.-------
•
!
!
8 •
• •
'
••
••
'
• •
' ' ' ' \
oi -----'--• 0
I
I D u
I I
''----1--'1 I
lf-----:dl-.i:;;;:==i!/ •
,-----\!<:)-I -0!'-,
I
ol__).&,L__lj /
I
I
• • • • • •
' ' \
\
I
I
) I
,-0!'-,
I
L '
9 -----------
\k \'1---------J 8 •
i \ I c-,,~-----i I 1
I
'
! ,1
1,,,0;/--,
v
,1 d--4T)--J!•!,.I.I
11 LV'--:1()-I i
I,
I!
•
' I I I,
I ,
/ !
I I
I I I ,
I I I ,
I J
I j
I 1'
I I
I
I
I
I
I I
I
I
I
I
I
I ,
I I I•
I I
' i, !1
I
1~·•<
'
-----
l
•
,, ,,,,
I
I
I
I
I
c;:;-
I
I
I
I
I
I
• I
1~....;:~•~==1/
r • •
r
C
---
.,
••
••
z
<(
s
0 I-
(j
z
Lil
::;;:
0 11.
0 .J
2 Lil
> Lil
0 ll'.'.
L<I
s <( (I)
.J
L<I
.J
.J
,I:
Lil
0::
w
~
0 2
II 11
65 catana
rancho mirage, california
22024.01 03/07/2024
SITE LIGHTING FIXTURE SCHEDULE
MARK VOLT DESCRIPTION MANUFACTURERMOUNT MODEL NUMBER NOTESINPUT WATTS
LEGEND
120 WALLSA
SB 120 POLE SINGLE HEAD POLE LIGHT WITH SHIELD EALS03_H4AH730__ -ELS-EAL-FBL-BLCK
HEIGHT: 14'-0"
REFER TO MANUFACTURE SPEC SHEET
FOR MORE DETAILS.
HEIGHT: 7'-0"
WCED4SUD-17W-830BUILDING EXTERIOR WALL MOUNTED REFER TO MANUFACTURE SPEC SHEET FOR MORE DETAILS.
LUMTECH LIGHTING 17
140GE LIGHTING SOLUTIONS
SD 120
HEIGHT: 3'-6"
LED BOLLARD LIGHTBOLLARD REFER TO MANUFACTURE SPEC SHEET FOR MORE DETAILS.
SOLERA LIGHTING VENUS-36W-LED-3000K-TY5 36
SE 120 POST LED POST TOP LIGHT EPAS02-07B30
HEIGHT: 12'-0"
REFER TO MANUFACTURE SPEC SHEET
FOR MORE DETAILS.
65GE LIGHTING SOLUTIONS
SB1 120 POLE DOUBLE HEAD POLE LIGHT WITH SHIELD
HEIGHT: 14'-0"
REFER TO MANUFACTURE SPEC SHEET
FOR MORE DETAILS.
280GE LIGHTING SOLUTIONS EALS03_H4AH730__
-ELS-EAL-FBL-BLCK
COMMERCIAL
8.34 ACRES (363,144.93 SF)
2 1
2 3
2 1
3 212 1
21 2
1 2
2 21
2 13
121
3 1
212
212
212
2 1
3 2
212
2 2
2 2
1 1
3 1
21 SECTION 02
SECTION 03
SPA
15'-0" X 15'-0"
POOL
60'-0" X 30'-0"
CABANA
JANITOR CLOSET/
STORAGE
10'-1" CLG.
RESTROOM
9'-1" CLG.
ELEC.
9'-1" CLG.
WORK AREA
BAR
7'-3" X 7'-8"
10'-1" CLG.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG.
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
CLUB
ROOM
25'-0" X 32'-6"
12'-1" CLG.
CO-WORK
15'-0" X 20'-7"
10'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
OFFICE
11'-0" X 11'-6"
10'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"
10'-1" CLG.
STORAGE
21'-6" X 8'-0"
10-'1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"
10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
REC.
TRASHPARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
MAINTENANCE
17'-7" X 7'-3"
10'-1" CLG.
WOMENS
10'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
ROOF
LADDER
M.P.O.E.
9'-1" CLG.
RESTROOM 2
AV
BBQBBQ
MENS
10'-1" CLG.
GOLF CART
10'-0" X 15'-9"
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
OUTDOOR
DINING
27'-0" X 20'-6"
10'-1" CLG.
KITCHEN
12'-0" X 22'-3"
10'-1" CLG.
HALL
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
FIREPIT
POTENTIAL TRASH
ENCLOSURE LOCATION
LOW WALL
CABANACABANACABANA
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC AC AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
UP UP
UPUP
UP UP
UPUP
NOT SCOPE
OF WORK
NOT SCOPE
OF WORK
MATCH LINEMATCH LINE
METER
PEDESTAL "PS3"
W/ TIME CLOCK INSIDE
METER
PEDESTAL "PS4"
W/ TIME CLOCK INSIDE
SA
TYP.
1 PLAN 1PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1PLAN 2
1 3
TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1
PLAN 2
1 3TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 1 PLAN 2
1 3
TYP.
PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3 PLAN 3
HOUSE
PANEL
1 3 PLAN 3
HOUSE
PANEL
1 3 PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 1PLAN 1 PLAN 1
PLAN 2
PLAN 1
13 TYP.
PLAN 2
PLAN 1
13 TYP.
PLAN 2
PLAN 1
13 TYP.
PLAN 3
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL
1 3
PLAN 3
HOUSE
PANEL
1 3
PLAN 1
HOUSE
PANEL
1 3
PLAN 1
HOUSE
PANEL
1 3
PLAN 1
HOUSE
PANEL
1 3PLAN 1
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL 1
3 PLAN 2
HOUSE
PANEL 1
3 PLAN 2
HOUSE
PANEL 1
3 PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL
1 3PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL1
3 PLAN 2
HOUSE
PANEL1
3 PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 2
PLAN 1
1 3TYP.
PLAN 1
PLAN 2
1 3 TYP.
PLAN 1
HOUSE
PANEL
1 3
PLAN 2
HOUSE
PANEL
1 3
PLAN 2
PLAN 1
13 TYP.
PLAN 2
PLAN 1
13 TYP.
PLAN 2
HOUSE
PANEL1
3 PLAN 2PLAN 1
1 3
TYP.
PLAN 2PLAN 1
1 3
TYP.
HOUSE
PANEL
HOUSE
PANEL
HOUSE
PANEL
PS3-1,3
2 TYP.
PS4-1,3
2 TYP.
TYP.
PS3-2,4
2 TYP.
PS4-2,4
2 TYP.
SE
TYP.
SB
TYP.
SB1
TYP.
SB
TYP.
2 2
24 2
4 1
1 1 3
3 2
2 4
4 2
4 2
4 4
1 1
1 1
1 1
4 2
4 2
1 1
3 4
2 2
4 2 2
2 2
4 4
1 2
131
3 1
1 3
1 3
1 3
2 2
3 1
2 4
3 3
2 2
2 1
4 2
2 2 4
4 4
4 2
1 SITE AREA:
PROPOSED DENSITY:
LAND USE DESIGNATI
DESIGNATED DENSITY:
PRIVATE OUTDOOR LI
SETBACKS
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
MAXIMUM BUILDING H
2-STORY PERCENTAG
BUILDING FOOTPRINT
PARKING REQUIREME
2 SPACES WITHIN AN
PARALLEL PARKING:
GUEST PARKING:
GUEST PARKING REQ
GUEST PARKING PRO
AMENITY PARKING PR
SINGLE FAMILY RENT
UNIT MIX
UNIT TYPE
2 BED:
3 BED:
4 BED:
RETENTION POND
0.74 ACRES
2 1
COMMERCIAL
8.34 ACRES (363,144.93 SF)
2 1
2 3
2 1
21 2 1
3 21
2 1
RETENTION POND
0.25 ACRES
2 1
2 1
21 2
1 1
1 2
2 21
3 3
21 21
2 13
121
3 1
212
212
212
2 1
3 2
212
3 2
2 1
2 2 1
2 1
2 1
21 21
3 221
CENTERLINE R.O.W.
21 AFFORDABLE APARTM
UNIT MIX
UNIT TYPE CUR
2 BED: 55%
3 BED: 45%
100%
SECTION 01
SECTION 01
SECTION 02
SECTION 03
SECTION 04
SECTION 02 SECTION 03 SECTION 04
SPA
15'-0" X 15'-0"
POOL
60'-0" X 30'-0"
CABANA
JANITOR CLOSET/
STORAGE
10'-1" CLG.
RESTROOM
9'-1" CLG.
ELEC.
9'-1" CLG.
WORK AREA
BAR
7'-3" X 7'-8"
10'-1" CLG.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG.
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
CLUB
ROOM
25'-0" X 32'-6"
12'-1" CLG.
CO-WORK
15'-0" X 20'-7"
10'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
OFFICE
11'-0" X 11'-6"
10'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"
10'-1" CLG.
STORAGE
21'-6" X 8'-0"10-'1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"
10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
REC.
TRASHPARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
MAINTENANCE
17'-7" X 7'-3"10'-1" CLG.
WOMENS
10'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
ROOF
LADDER
M.P.O.E.
9'-1" CLG.
RESTROOM 2
AV
BBQBBQ
MENS
10'-1" CLG.
GOLF CART
10'-0" X 15'-9"
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
OUTDOOR
DINING
27'-0" X 20'-6"
10'-1" CLG.
KITCHEN
12'-0" X 22'-3"
10'-1" CLG.
HALL
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
FIREPIT
POTENTIAL TRASH
ENCLOSURE LOCATION
LOW WALL
CABANACABANACABANA
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACACAC
AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC ACACACAC
AC
AC
AC
AC
AC
AC
UP UP
UPUP
UP UP
UPUP
PER SECTION 150.0(K)(3), ALL OUTDOOR SINGLE FAMILY SHALL BE HIGH
EFFICACY, AND SHALL BE CONTROLLED BY MANUAL ON/OFF SWITCH AND ONE OF THE CHOICES BELOW:
-PHOTOCELL AND MOTION SENSOR
-PHOTOCELL AND AUTOMATIC TIME SWITCH
-ASTRONOMICAL TIME CLOCK
MANUAL ON/OFF SWITCHES SHALL NOT OVERRIDE THE AUTOMATIC CONTROL FUNCTIONS LISTED ABOVE.
PER SECTION 130.2(C),ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY:
1. OUTDOOR PHOTOCELL (NOT REQUIRED IF TIME CLOCK DOES
ASTRONOMICAL)
2. TIME CLOCK
3. MOTION SENSOR FOR POLE LIGHT <= 24' AND LUMINAIRES MORE THAN 40W.
OUTDOOR LIGHTING OF SINGLE FAMILY SHALL BE CONNECTED TO INDIVIDUAL DWELLING UNIT PANEL.
KEYED NOTES
11 2
3 1. PROVIDE (1) 1" CONDUIT SLEEVE UNDER ROADWAY AND INDICATE STUB LOCATION AT GRADE.
CONDUIT SLEEVE KEYED NOTES
1 1/40" = 1'-0"
0 40' 80'20' 120'
CALGREEN MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE(BUG) RATINGS (SEE NOTE A) RATING
DESCRIPTIONS
FIXTURE LOCATION
(MULTIPLES OF HEIGHT FROM PROPERTY LINE) LZ1 LZ2 LZ3 LZ4
NO LIMIT NO LIMIT NO LIMIT NO LIMIT
LIGHTING ZONE
B2
B1
B0
B0
B3
B2
B1
B0
B4
B3
B2
B1
B4
B3
B3
B2
BLACKLIGHT RATING >2 (SITE FIXTURES)
>1 BUT <=2 (SITE FIXTURES)
>=0.5 BUT <=1 (SITE FIXTURES)
>=0.5 STREET ADJACENT (SITE FIXTURES) (SEE NOTE B)
<0.5 (SITE FIXTURES)
U1 U2 U3 U4
UPLIGHTING RATING FOR AREA LIGHTING (SEE NOTE D)
FOR OTHER OUTDOOR LIGHTING, INCLUDING DECORATIVE
U0 U0 U0 U0
G1 G2 G3 G4GLARE RATING >2 (BUILDING MOUNTED) (SEE NOTE C) >1 BUT <=2 (BUILDING MOUNTED) (SEE NOTE C)
>=0.5 BUT <=1 (BUILDING MOUNTED) (SEE NOTE C)
<0.5 (BUILDING MOUNTED) (SEE NOTE C)
G0 G1 G1 G2
G0 G0 G1 G1
G0 G0 G0 G1
NOTE A: IESNA LIGHTING ZONES LZO AND LZ5 ARE NOT APPLICABLE.
NOTE B: CENTERLINE OF PUBLIC ROADWAY / TRANSIT LINE IS ACCEPTABLE.
NOTE C: BUILDING MOUNTED LUMINAIRES THAT CANNOT BE MOUNTED WITH THEIR BACKLIGHT TO THE PROPERTY LINE SHALL MEET THE ALLOWED GLARE RATING FOR ALL LUMINAIRES. LIGHT FROM A BUILDING MOUNTED LUMINAIRE SHALL NOT EXCEED THE BACKLIGHT RATING IN THE DIRECTION OF THE PROPERTY LINE.
NOTE D: GENERAL LIGHTING LUMINAIRES IN AREAS SUCH AS OUTDOOR PARKING, SALES OR STORAGE LOTS SHALL MEET THESE REDUCED RATINGS. DECORATIVE LUMINAIRES LOCATED IN THESE AREAS SHALL MEET U-VALUE LIMITS FOR "ALL OTHER OUTDOOR LIGHTING
DISTANCE 30'-0"
HEIGHT 16'-0"
RATIO
ALLOWED
PROPOSED
30:14
N/A U0 G3
B0 U0 G1
B U G
THIS ROW INDICATES THE FIXTURES DISTANCE
TO PROPERTTY LINE.
THIS ROW INDICATES THE FIXTURES MOUNTING
HEIGHT.
THIS ROW INDICATES THE
DISTANCE-TO-HEIGHT RATIO.
THIS ROW IS THE CALGREEN ALLOWED BUG
RATING FOR THE DISTANCE-TO-HEIGHT RATIO.
SEE THE "CALGREEN ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATING" TABLE ON
THIS SHEET FOR MORE INFORMATION.
THIS ROW IS THE PROPOSED BUG RATING FOR
THE FIXTURE AT THIS LOCATION.
KEY PLAN
THIS SHEET
B
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
E-1.2
SITE LIGHTING PLAN
AREA B
SITE LIGHTING PLAN - AREA B
NORTH
AND MOTION SENSOR
AND MOTION SENSOR
WITH MOTION SENSOR
-20-A
-H2
-H2
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1203
- ------
•
I
---
\]
~
ii11j
I I I I 0
0 ◊
0 ~ 0
0 ~
0 0 ❖
0 @
0 I ' '
I I I
I I I
/ I C") • lr'"1f• ----;;:::::i=:.....,.c> " • i
/ IIIM
•
_.i,, I I I
I I I
I I I
I I I
I l'P"--1 II .pL J I I --10- - I
I I\...~ L_-.Jlh. I
'~ L:::::<aR'-=7':...._J--41<-A l,OI\- ._J ~ li=T-- cr- Y--LJ:i1-,, - -i-- , j I ',, I ~ e"J ,J
~~ ) p ]1~q ,,n-o 11 •1·-
. ~..--J
, ,/ ---11 II . I
~/ • n I, ,,,
"'- i I ---,
1 I /, •, I _
o\ ,, \-0 1- ----
- . ! ,,-- ----
;;,;;;:::±:::
:"'C:, ·r-·'--· ~ -- _,, ------ ' ~-~------- ------
-- I -----.----- , --- - - - - - - -
17,.~
Al1 I _
~~
, ~
I
,_,..d-f"~i:~h cQ;i~ 1
I 3 \
- ~-bL"==~LU ' ~ - -- ..__ ;f-J,..,,I
--------- --- --"ri' 1 j ---- -- ,~ ,
" • •
[_--ill>
~,.,J
I
I
I
8 •
N
~~ l ·
i"'____L '
" ~ --j' -
-- ---- ---------------------------------
I
I
\ dl-Y'y 1. \ j .. (
I
' \
1--,
-----~-
---
---- ,,,, ------==~ ... -----------~-
)1 ~~~.----...
I I 7 -~
an•
c.___,___Jo
I I I
I I I
I I
I I I
I I I
I I I
T l
I I I
I I I
I I I
I I I
I I I
I I
I I
I I
I I
I I
I I
I
: ~ - i7 - l•~I
:ATTERE~
I '
I
Ill II ,
18 1 ~f\
I I"']:..... ' 7b-' A ,,,, --
t ~ - - ~LJ ~ T - '
N_] fr - • l~EJ tNCJD r H 'f .:.JP,; ~N "' ye i I~
I
I- ~, =✓~- -b-
i = II --------1~ ,
I
I
I -----~
0 I I I
I I I
~----n, 1
•I o~ \11 -;r------ -0 I I ~I --- --- I
~==========11, I
\ I ,,,,.---~--.... ,,,.,,,.---~ - ... , ,,-- ~--....
I ~,. "Q' 'Q' ''¢,
\,[, ~ 7~~ 11 ~ 1~~
.,
-- ""'
rffi ~ I ~w ~~M - ~ I' !.... )~-~ -.. ,. '
0 "' • .. • "' , . .. •
.... _ _.,,. ' ----- ' \
" s: '-I
''7 J ~ ''dro····--·-~ClL/1 1 ___ l--- 0 =,,,,,. I ,"
-;---- ,,,
! -.... .,
IO '-.. ,--~ •L__J II ,,
::m11 II , ¥'
1 ' , (
j ,---- 11 '0'g~
~ --,i;-, .,
-"' ..
' '
~ "-:! ·,
I-~ \\
..--vr--. N II • 11 \
\
' I
I
0 t;J}, --·---·----1D--1-,
N
.. •
\
' I
/M~ T r -~ -----✓✓;e ~'6+-' ~· •1 ,
I
I ➔ ' -----...,}---.. I I
I
I /
~~ ~---w.:-----1
r
I 7
',
', 0 ', ',
-- ;}--______::______:,
~ . I
I
C")
"'
,J
"7 1'
'
L \ \
I
I
~ -,_i r---7 , I ~ ~•
•
• I
• I
I
~
I
I
I
• •
'"¢"
"' • .. •
-,
ID
............ !Q
'- I ,, ,,
~
C")
"' '"II ~ il
" •
q[ ,
• ' - I
CXDN \
I I
I <J L f l, " 7
I
I
~u..!!
71. 11'- I l•1k1 r ~ I lll!ll Ill I- 0
- - ~ L
-- -- ---
L___~-!--,,#- - I 1' A -~~, --~ c;r1
I
I I ----/ .,,-
I .,,,..,,..,,,.
1,,-.,,,..,,,.
s;J
8 .. "' .. -Q-:-..
4-6,.- ~
ti'"'-, 1,
\
' I
L __ ] ______ _
-J'I ' -.. . ' 0 1 '
! '
! '
l ' ' ' \
-.J"
--,__Jo
~ ,-----,--,.
.1 , 21 lllL9i
........ -v ~- --... -- -- ....
-"-•
! } " Ill 1~ 1 a;8 I I• 11
1 N 1·
I
~
/1 lc:;+=~;~I ~ ? ~1T11
w, ce\~
lJ
"' -
, , ,... !film
I I
I
I
I
11 I
I \
I
I I
B I\ \
I I
I I
I I
I I
I I
I I
I I
I I I I
I I
II I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
II I I
I I
I I
I I
I I I
I I I
I I I
I I I
I I I
I I I
I I
I I
I I
I I
I I / -r
1 1
I, ~~
I
I
I
I
I
I
I I
I I
I I
I I
I I
I I I
I I I
I I I . '
i-1 - I
--
"II
11':>l 1\:>
~
I I !
,I
I
I
I
I
I
0 I 0
I
.I
! ! ! !
~
! ! ! ! ! r !
I
I '
, ,I
I 11
~
GOUVIS
I 11
engineering
amMri11z gmll(>, ;,;,: ®
I 5 Studebaker
Irvi ne
CA92618
I 11 Irvine
tel 949. 752.1 612
fax 949.752.5321
Palm Springs
tel 760.323.5090
11 ~
f?~
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
66 catana
rancho mirage, california
22024.01 03/07/2024
RESULTS GENERATED BY THIS TOOL ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY, WITHOUT ANY WARRANTY AS TO ACCURACY,
COMPLETENESS, RELIABILITY OR OTHERWISE, THE CALCULATED RESULTS MAY BE DEPENDENT ON USER PROVIDED DATA OR DATA PROVIDED FROM PUBLICLY AVAILABLE SOURCES AND DO NOT TAKE INTO ACCOUNT ALL FACTORS AND CIRCUMSTANCES. PHOTOMETRIC VALUES HAVE BEEN
CALCULATED USING METHODS RECOMMENDED BY THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) AND/OR STANDARD INDUSTRY PRACTICE. PHOTOMETRIC CALCULATIONS PERFORMED USING THIS TOOL ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE
MANUFACTURER, AND THE ACCURACY OF THE CALCULATED PHOTOMETRIC PERFORMANCE IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED,
END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER.
PHOTOMETRIC PLAN DISCLAIMER
SITE AREA:
PROPOSED DENSITY:
LAND USE DESIGNATI
DESIGNATED DENSITY:
PRIVATE OUTDOOR LI
SETBACKS
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
MAXIMUM BUILDING H
2-STORY PERCENTAG
BUILDING FOOTPRINT
PARKING REQUIREME
2 SPACES WITHIN AN
PARALLEL PARKING:
GUEST PARKING:
GUEST PARKING REQ
GUEST PARKING PRO
AMENITY PARKING PR
SINGLE FAMILY RENT
UNIT MIX
UNIT TYPE
2 BED:
3 BED:
4 BED:
RETENTION POND
0.74 ACRES
2 1
COMMERCIAL
8.34 ACRES (363,144.93 SF)
2 1
2 3
2 1
21 2 1
3 21
2 1
RETENTION POND
0.25 ACRES
2 1
2 1
21 2
1 1
1 2
2 21
3 3
21 21
2 13
121
3 1
212
212
212
2 1
3 2
212
3 2
2 1
2 2 1
2 1
2 1
21 21
3 221
CENTERLINE R.O.W.
21 AFFORDABLE APARTM
UNIT MIX
UNIT TYPE CUR
2 BED: 55%
3 BED: 45%
100%
SECTION 01
SECTION 01
SECTION 02
SECTION 03
SECTION 04
SECTION 02 SECTION 03 SECTION 04
SPA
15'-0" X 15'-0"
POOL
60'-0" X 30'-0"
CABANA
JANITOR CLOSET/
STORAGE
10'-1" CLG.
RESTROOM
9'-1" CLG.
ELEC.
9'-1" CLG.
WORK AREA
BAR
7'-3" X 7'-8"
10'-1" CLG.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG.
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
CLUB
ROOM
25'-0" X 32'-6"
12'-1" CLG.
CO-WORK
15'-0" X 20'-7"
10'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
OFFICE
11'-0" X 11'-6"
10'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"10'-1" CLG.
STORAGE
21'-6" X 8'-0"10-'1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"
10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
REC.
TRASHPARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
MAINTENANCE
17'-7" X 7'-3"10'-1" CLG.
WOMENS
10'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
ROOF
LADDER
M.P.O.E.
9'-1" CLG.
RESTROOM 2
AV
BBQBBQ
MENS
10'-1" CLG.
GOLF CART
10'-0" X 15'-9"10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
OUTDOOR
DINING
27'-0" X 20'-6"
10'-1" CLG.
KITCHEN
12'-0" X 22'-3"
10'-1" CLG.
HALL
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
FIREPIT
POTENTIAL TRASH
ENCLOSURE LOCATION
LOW WALL
CABANACABANACABANA
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACACAC
AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC ACACACAC
AC
AC
AC
AC
AC
AC
UP UP
UPUP
UP UP
UPUP
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
SE
MH: 12
SE
MH: 12
SE
MH: 12
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SB
MH: 14
SB
MH: 14
SB
MH: 14SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SB
MH: 14
SB
MH: 14
SE
MH: 12
SB
MH: 14
SB
MH: 14
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SE
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SE
MH: 121.0 3.8 7.7
2.8 4.7
0.7 1.6 2.1
0.4 0.7 0.6
0.3 0.3 0.3
0.3 0.3
8.5 8.6 6.5 2.6 0.7 0.3 0.4 0.5 0.5 0.6 0.5 0.4
0.6 1.2 1.6 1.7 1.7 1.5 1.2 1.9 3.7 6.6 6.7 5.0 2.5 0.9 0.5 0.8 1.3 1.7 1.8 1.8 1.4 0.9 0.6
0.3 0.9 2.5 4.7 5.6 5.4 3.1 1.7 1.5 2.1 2.7 2.7 2.3 1.6 0.8 0.6 1.1 2.7 4.9 5.8 5.3 2.9 1.3 0.6
0.3 0.3 0.9 3.0 7.3 9.9 9.0 4.1 1.5 0.8 0.7 0.7 0.7 0.7 0.7 0.4 0.4 1.0 3.3 7.8 10.1 8.8 3.8 1.2 0.4
0.6 0.5 0.4 0.4
1.8 2.0 0.3 0.3
3.6 5.2 1.6 0.7
0.6 0.3 3.1 0.5 1.1 2.7 3.5 2.4 1.0 2.6 0.4 0.6 1.9 5.7 9.0 1.2 1.7
6.9 0.7 0.3 0.6 1.7 3.6 4.0 3.3 1.0 0.5 0.4 0.6 1.8 5.8 9.3 3.4 3.3
1.6 4.1 6.0 4.2 4.7
1.1 2.1 2.3 2.3 3.1
0.6 0.7 0.6 0.8 1.1
0.3 0.4 0.3 0.4 0.5
0.5 0.6 0.5 0.7 0.3
1.8 1.7 0.9
4.6 3.3 1.3
9.0 5.3 1.5
9.4 5.3 1.5
6.2 4.1 1.4
2.7 2.3 1.2
0.5 0.3 0.9 1.2 3.4 4.6 2.7 1.0 0.9 0.5 0.7 1.0 1.2 0.9
1.4 0.4 0.8 1.5 3.1 5.1 2.8 1.1 0.7 0.4 0.6 1.0 1.7 1.8
1.3 3.2 4.4
1.5 5.3 9.1
1.4 5.1 9.5 5.1
1.3 4.1 6.4 4.6
1.1 2.3 2.8 1.9
0.7 1.1 0.9
1.0 1.1 0.8
3.0 2.4 1.9
4.4 1.8
5.3 1.5
8.9 5.2 1.6
0.2 0.7 2.4 5.0 7.3 7.3 4.1 1.8 0.5 0.2 1.1 3.0 4.1 3.0 1.3
0.4 2.0 5.2 5.0 5.4 4.0 1.4 0.3 0.2 0.5 1.0 1.4 1.4 30.4
0.5 0.5
0.2 7.6
0.2 0.3
3.1 3.7 1.6 4.0 3.0 3.7 1.7 4.1 3.4 3.5
1.8 2.8 5.2 1.5 1.6 3.4 3.7 1.6 1.6 4.5
0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
0.3 0.3 2.3 0.4 0.3 0.3 1.5 0.3 0.5 0.2
0.3 0.3 1.7 2.3 0.3 0.3 0.3 0.2 1.2 1.8
0.3 0.4 2.8 6.1 0.4 0.4 0.3 0.2 1.9 4.8
0.7 0.2 0.4 0.9 1.2 1.3 1.3 1.2 0.9 0.5 0.4 0.6 1.1 1.3 1.4 1.4 1.2 0.8 0.4 0.3 0.4 1.1 3.2 6.7 8.0 6.9 3.2 1.1 0.4 0.3 0.5 0.9 1.1 1.3 1.3 1.2 0.9 0.5 0.3 0.3 0.7 2.7 6.3 8.8 8.5 4.0 1.5 0.4 0.3 0.3 0.7 1.1 1.3 1.3 1.3 1.1 0.6 0.3 0.3 0.7 2.4 5.5 8.4 8.2 4.3 1.8 0.5 0.3 0.4 0.8 1.2 1.4 1.4 1.3 1.1 0.6
1.0 0.4 0.7 1.8 3.5 4.8 4.8 3.4 1.8 0.7 0.5 0.9 2.3 4.1 5.1 5.1 3.0 1.4 0.5 0.3 0.4 1.0 2.2 3.4 3.8 3.4 2.2 1.0 0.4 0.4 0.7 1.8 3.4 4.7 4.7 3.4 1.8 0.7 0.3 0.4 0.8 2.1 3.8 4.6 4.5 2.8 1.4 0.5 0.3 0.5 1.2 2.6 4.6 4.9 4.3 2.5 1.0 0.4 0.4 0.8 1.9 3.3 4.1 4.1 2.8 1.5 0.6 0.4 0.5 1.3 2.9 4.9 5.1 4.3 2.3 0.9 0.3 0.2 0.2 1.5 1.0 4.3 4.5 2.6 1.6 0.5 0.7 0.2
0.6 0.3 0.5 2.2 5.3 8.6 8.5 5.1 2.1 0.6 0.3 0.8 2.8 6.6 9.5 8.9 4.1 1.5 0.4 0.2 0.3 0.5 0.8 0.9 1.0 0.9 0.8 0.5 0.3 0.3 0.5 2.1 5.0 8.4 8.5 5.2 2.2 0.6 0.2 0.3 0.5 0.9 1.1 1.2 1.2 1.0 0.8 0.4 0.3 0.3 1.1 3.6 8.1 9.4 7.4 3.2 1.0 0.3 0.3 0.5 0.9 1.0 1.1 1.1 1.0 0.7 0.4 0.3 0.4 1.3 3.9 8.7 9.5 6.9 2.9 0.8 0.2 0.2 0.2 0.4 1.0 2.9 4.7 3.8 1.4 0.5 0.4 0.4
0.4 0.3 0.4 0.4 4.1 1.6 0.3 0.2 0.4 0.4
0.4 0.3 0.3 0.3 1.5 1.0 0.3 0.3 0.3 0.3
0.3 0.5 0.4 1.9 0.5 11.4 0.3 0.4 0.4 0.5
0.7 1.0 0.9 1.0 0.8 0.9 0.6 0.9 0.7 0.9
2.7 3.2 2.7 2.6 2.6 2.4 16.0 3.0 3.6 3.2
3.8 4.1 4.7 4.7 4.7 3.8 2.2 4.2 3.4 4.0
3.4 3.7 3.9 3.0 4.3 3.3 6.9 4.2 3.9 3.7
1.1 1.8 1.5 2.1 1.6 2.9 0.9 1.8 1.1 1.9
0.5 0.6 0.5 0.9 0.6 3.0 0.4 0.6 0.5 0.6
0.2 0.3 0.3 0.4 0.3 0.4 0.2 0.3 0.2 0.3
0.2 0.2 0.3 0.2 0.3 0.2 0.2
0.4 0.5 0.3 1.3 0.3 1.4 2.5 0.4 0.8 0.5
7.0 4.1 3.3 3.1 0.3 0.4 0.4 0.3
2.7 3.7 1.2 1.6 0.2 0.4 0.4 0.3
3.1 1.9 0.5 0.5 0.7 0.9 0.8 0.4
0.5 0.6 0.5 0.3 2.8 2.6 1.6 0.6
0.3 0.3 0.7 0.4 7.2 5.1 2.2 0.6
0.3 0.3 1.9 0.5 6.5 2.5 0.7
9.3 9.7 6.4 2.4 0.6 0.3 0.3 0.5 0.6 0.6 0.6 0.5 0.3 0.2 0.2 0.3 1.2 4.0 9.2 7.4 2.9 0.7 0.2 0.2 0.4 0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.3 0.9 2.9 5.1 2.1 0.5 6.2 2.4 0.7 0.3 0.2 0.3 0.8 2.0 3.3 4.3 2.9 0.9 0.4 0.7
1.8 3.7 6.0 6.1 4.4 2.2 0.8 0.4 0.5 1.0 1.6 2.0 2.0 1.7 1.3 0.6 0.3 0.2 0.5 1.4 3.2 6.0 6.4 5.0 2.6 0.9 0.3 0.2 0.3 0.7 1.4 2.0 2.3 2.2 1.7 1.0 0.4 0.3 0.4 1.3 3.9 8.7 9.7 7.2 3.0 0.8 0.3 0.6 2.7 4.0 3.3 1.8 0.6 0.3 0.2 0.4 0.3 0.5 1.3 3.6 4.2 2.4 0.8 0.4 0.6
1.2 1.7 2.1 2.1 1.8 1.3 0.6 0.4 0.6 1.6 3.4 5.8 6.0 4.5 2.3 0.8 0.3 0.3 0.4 1.0 1.7 2.3 2.4 2.1 1.5 0.7 0.3 0.2 0.3 0.9 2.5 4.9 6.3 6.0 3.3 1.5 0.5 0.3 0.5 1.3 2.8 4.9 5.1 4.4 2.4 0.9 0.4 0.5 0.9 1.3 1.5 1.1 0.5
0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.3 0.4 1.6 4.5 9.5 10.1 6.8 2.7 0.6 0.2 0.2 0.3 0.5 0.6 0.6 0.6 0.6 0.6 0.4 0.2 0.2 0.2 0.7 2.8 7.1 10.0 9.4 4.2 1.3 0.4 0.3 0.4 0.8 1.2 1.4 1.4 1.4 1.1 0.6 0.3 0.3 0.3 0.4 0.6 0.6 0.4
0.3 0.3 4.8 4.4 0.3 0.2 0.3 0.5 0.5 0.7 0.6
0.3 0.3 0.5 0.8 0.4 0.3 0.4 0.9 1.7 2.0
0.6 1.5 8.3 0.3 0.9 0.6 0.7 1.1 3.1 4.8
1.4 1.5 0.8 0.6 2.5 1.8 1.9 1.1 4.3 8.3
3.8 2.7 2.5 1.9 3.5 3.8 4.2 1.1 4.2 8.3
4.7 4.6 2.1 4.1 3.7 4.4 4.2 1.0 3.1 5.1
3.0 3.8 2.4 4.1 2.7 1.7 2.7 0.8 1.8 2.2
1.0 1.1 1.3 3.0 0.8 0.7 0.8 0.4 0.7 0.6
0.4 1.0 0.6 0.9 0.4 0.6 1.0 0.4 0.3 0.3 0.3
0.4 0.3 7.0 0.5 0.4 0.2 9.5 0.3 0.3 0.4 0.4 0.3 0.2 0.2 0.3 0.6 2.0 3.7 3.9 3.1 0.9 0.4 0.3
0.8 1.1 0.9 0.5 0.3 2.0 0.2 0.5 1.1 4.0 3.4 3.9 0.7 0.4 0.7
2.9 3.1 2.0
6.4 6.2 3.0
5.6 7.4 3.3
6.6 6.5 3.1
3.1 3.2 2.0
0.9 1.1 1.0
0.3 0.4 0.4
0.2 0.2 0.3
0.3 0.3 0.3
0.6 2.4
5.7 6.0
6.5 3.0
1.0 0.4
0.5 0.6
0.6 0.6
0.6 0.7
0.6 1.4
3.6 6.0
5.6 5.0
2.0 0.5
0.2 0.3
0.5 0.6
0.7 0.8
0.8 0.8
0.6 0.3
0.2 0.2
0.3 0.5 0.6 0.7 0.7 0.7 0.8 0.9
2.4 4.4 4.7 4.6 4.0 1.6 0.4 0.3 0.3 0.4 0.4 0.4 0.4
4.2 0.3
1.2 1.4
0.5 3.4
4.1 0.3
4.3 1.2
0.4 5.2
2.4 0.3
4.4 1.3
0.3 3.8
0.4 1.2
1.2 0.4
4.0 1.6
0.6 0.4
2.4 0.5 0.3
0.8 0.5 0.7
3.4 0.3 0.2
1.9 1.0
2.2 0.62.52.50.80.2
0.96.81.01.4 0.70.40.2
3.5 0.4 0.6
0.70.3 0.66.71.42.2
4.2 0.8
4.6 1.2
0.5 1.62.3
1.2 0.3 0.5
0.4 0.2
0.2 0.4
1.2 2.6
2.2 0.2
2.1 2.5 6.1 8.5
1.2 0.2
0.5 0.9
0.5 5.1 1.26.5
4.3 0.4
6.4 0.2
0.5 0.3
1.1 0.2
0.6 2.4
0.9 0.5
6.0 5.8
4.1 0.30.2
0.2 0.6
0.5 0.3
0.2 0.3
0.6 0.6
0.7 5.3 0.6
1.6 0.5
4.3 3.1
2.9 1.1
3.9 1.8
2.5 1.3
0.7 0.4 0.2 0.2 0.4 1.8 4.8 5.5 5.7 3.5 1.3 0.4 0.3 0.6 2.3 5.4 5.8 6.3 2.8 0.9 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.4 1.8 4.7 5.4 5.4 3.7 1.4 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.3 1.0 3.1 6.3 6.0 5.3 2.2 0.6 0.2 0.2 0.3 0.5 0.5 0.4 0.4 0.4 0.4 0.2 0.2 0.3 1.2 3.3 5.8 5.4 4.9 1.9 0.4 0.2
0.4 1.5
0.2 0.3
0.5 0.4
0.3 0.2
0.3 0.4
0.6 0.7
0.7 0.7
0.7 0.6
0.3 0.2
0.3 1.0
3.1 6.1
5.5 5.0
2.1 0.6
0.3 0.2
0.3 0.3
0.2 0.2
0.3 0.3
0.2 0.2
0.2 0.50.4 0.4 0.4 0.20.3 1.4 3.85.3 5.3 4.8 1.9 0.5 0.2 0.20.3 0.4 0.4 0.4 0.4 0.4 0.30.2 0.2 0.3 1.1 3.2 5.9 5.4 5.02.0 0.5 0.2 0.2 0.3 0.4 0.40.4 0.4 0.4 0.4 0.3 0.2 0.20.8 2.9 6.3 5.4 6.1 2.8 0.70.2 0.2 0.2 0.4 0.4 0.5 0.5 0.50.5 0.4 0.3 0.3 0.4 0.4 0.40.4 0.4 0.4 0.30.5 5.0
6.5 3.0
1.0 1.7
0.7 1.9
0.7 0.7
0.6 0.5
0.3 2.1
0.6 3.4
5.2 5.6
6.0 5.1
1.3 0.6 1.8 4.6 5.3 5.2 3.9 1.5 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.5 1.9 4.9 5.6 5.8 3.5 1.3 0.4 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.3 1.2 3.4 6.0 5.6 5.0 1.9 0.5 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.5 2.0 5.0 5.4 5.9 3.1 1.0 0.3 0.3 0.3 0.5 0.6 0.7 0.7 0.7 0.6 0.4 0.2 0.2 0.2 0.3
0.5 0.7
1.3 0.8
0.8 0.7
0.6 0.6
0.3 0.9
0.8 2.7
6.3 6.1
6.0 2.6
0.7 0.3
0.2 0.3
2.2 0.3
0.42.9 0.31.1
0.2 0.5
1.5 0.4
5.8 2.4
0.5 0.51.4
0.2 0.5
0.4 2.8
3.3 0.9
4.8 0.50.2
0.5 2.7 0.81.0
1.6 2.6
3.2 4.0
4.9 1.2 0.3 1.06.4 0.9 0.8 6.8 1.2 0.3 0.41.1 1.8 1.30.3 3.8 3.20.5 2.4 3.9 0.4 0.3 0.8 1.5 1.60.5 0.2 1.4 5.2 0.6 1.2 7.00.8 0.3 0.5 1.3 1.9 1.10.5 5.1 1.9 0.5 3.8 2.8 0.4 0.30.8 1.7 1.8 0.5 0.3 2.7 4.00.5 1.9 5.2 0.5 0.3 0.4 1.21.7 1.10.6 6.4 1.7 0.64.0 2.1 0.3 0.2 0.4
0.32.8 0.2
0.5 0.4
1.7 5.3 0.5
1.0 5.4
0.50.7 0.2 0.4
3.1 2.62.1 3.0 0.7 2.4
2.2 0.2
1.7 0.33.23.40.4
1.9 0.7 4.35.4 1.2
2.1 0.21.2
0.2 0.4
3.3 1.9
0.4 8.75.70.2 1.02.4 2.8 2.23.0 1.50.4 0.2 0.20.4 0.40.4 0.4 0.40.4 0.30.2 0.20.3 1.23.4 6.15.5 5.2 2.00.5 0.20.2 0.30.4 0.4 0.40.4 0.40.3 0.2 0.30.9 3.06.4 5.5 5.82.60.8
0.5 0.3
0.6 2.4
5.7 6.1 0.3
0.2 0.9
2.2 2.4
2.4 0.32.54.60.5
0.84.33.40.91.7 0.40.2
0.4 2.7
4.8 8.3
2.1 0.22.14.60.5
0.5 0.20.20.4
1.2 0.55.9
3.0 1.51.2
2.8 5.3
2.93.42.01.3 1.3
0.44.42.50.3 0.40.20.3
4.6 3.3
4.9 5.2
3.5 3.6
2.2 0.74.2
7.0 1.3 0.8 3.23.9 1.4
3.7 0.2
2.4 0.3
0.3 1.1
0.4 2.3
3.0 0.3
0.7 2.7
0.8 3.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
AC AC AC AC AC
RETENTION POND
0.25 ACRES
AC AC AC AC AC AC
AC AC AC AC AC AC
RETENTION POND
0.74 ACRES
AC
2 AC
AC
AC
AC AC AC AC AC
AC
AC AC AC AC AC AC AC AC AC AC AC
AC
3 AC
AC AC
1 2
2 1
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC
AC
AC
1 2
AC
AC
AC
3 AC
3 AC
AC AC
AC AC AC
AC AC AC
AC
AC AC AC
AC AC AC
AC
AC
AC
AC
AC
1 2
2 1
AC
AC
AC AC
AC
AC
AC
AC AC AC AC AC AC
AC
AC
AC AC AC
AC AC AC
AC
2 AC
1 2
AC
AC 3
AC
AC
POTENTIAL TRASH
ENCLOSURE LOCATION
AC
MAINTENANCE
17'-7" X 7'-3"
10'-1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"
10'-1" CLG.
AC
SECTION 02
AC
COVERED
PATIO
10'-1" CLG.
AC AC AC AC
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
2 1
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
MENS
10'-1" CLG.
AC
AC
STORAGE
21'-6" X 8'-0"
10-'1" CLG. GOLF CART
10'-0" X 15'-9"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
ELEC.
9'-1" CLG.
M.P.O.E.
9'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
PARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
LOW WALL
10'-1" CLG.
TRASH
REC.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG. 1 2
RESTROOM
9'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"
10'-1" CLG.
OFFICE
11'-0" X 11'-6"
10'-1" CLG.
JANITOR CLOSET/
STORAGE
10'-1" CLG.
10'-1" CLG.
WOMENS
10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
10'-1" CLG.
AC
AC
1 AC
2 1
1 2 1
2 1
1 2 1
2 1
2 SECTION 04
SECTION 03
2 1
2 1
3 1 2
2 1 2
1 2
3 ROOF
LADDER
1 2
2 2
2 1
CENTERLINE R.O.W.
MATCH LINE
Calculation Summary
Label CalcType Avg Max Min Avg/Min Max/Min
Driveway Area #1 Illuminance 2.41 30.4 0.2 12.05 152.00 Driveway Area #2 Illuminance 1.94 16.0 0.2 9.70 80.00
Driveway Area #3 Illuminance 2.08 17.2 0.2 10.40 86.00
Driveway Area #4 Illuminance 2.25 11.3 0.2 11.25 56.50
Pool Area Illuminance 3.06 6.6 1.1 2.78 6.00
Walkway #1 Illuminance 1.63 6.5 0.2 8.15 32.50
Walkway #10 Illuminance 1.34 6.2 0.2 6.70 31.00
Walkway #100 Illuminance 1.90 4.2 0.3 6.33 14.00
Walkway #101 Illuminance 1.77 3.4 0.5 3.54 6.80
Walkway #102 Illuminance 2.90 4.3 0.3 9.67 14.33
Walkway #103 Illuminance 2.27 5.2 0.4 5.68 13.00
Walkway #104 Illuminance 2.37 4.4 0.3 7.90 14.67
Walkway #105 Illuminance 0.80 1.3 0.3 2.67 4.33
Walkway #106 Illuminance 1.80 3.8 0.4 4.50 9.50
Walkway #107 Illuminance 1.87 4.0 0.4 4.68 10.00
Walkway #108 Illuminance 0.87 1.6 0.4 2.18 4.00
Walkway #109 Illuminance 1.07 2.4 0.3 3.57 8.00
Walkway #11 Illuminance 1.86 3.9 0.2 9.30 19.50
Walkway #110 Illuminance 0.67 0.8 0.5 1.34 1.60
Walkway #111 Illuminance 1.30 3.4 0.2 6.50 17.00
Walkway #112 Illuminance 1.45 1.9 1.0 1.45 1.90
Walkway #113 Illuminance 1.47 2.5 0.2 7.35 12.50
Walkway #114 Illuminance 2.53 6.8 0.9 2.81 7.56
Walkway #115 Illuminance 0.43 0.7 0.2 2.15 3.50
Walkway #116 Illuminance 1.50 3.5 0.4 3.75 8.75
Walkway #117 Illuminance 0.50 0.7 0.3 1.67 2.33
Luminaire Schedule
Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens
Luminaire
Watts
587 SA Single WCED4SUD-17W-830 LED Wall Light 0.850 1164 17 38 SB Single EALS03_H4AH730________-ELS-EAL-
FBL-BLCK
LED Pole Light 1 Head 0.850 17200 140
1 SB1 Twin EALS03_H4AH730________-ELS-EAL-
FBL-BLCK
LED Pole Light 2 Head Twin 0.850 17200 280
59 SD Single venus-573623 LED Bollard Light 0.850 3241 37.29 39 SE Single EPAS02_07B30__A_ LED Post Top Light 0.850 6800 65 Walkway #118 Illuminance 2.73 6.7 0.6 4.55 11.17
Walkway #119 Illuminance 2.50 4.2 0.8 3.13 5.25
Walkway #12 Illuminance 2.04 4.6 0.5 4.08 9.20
Walkway #120 Illuminance 0.67 1.2 0.3 2.23 4.00
Walkway #121 Illuminance 0.45 0.8 0.3 1.50 2.67
Walkway #122 Illuminance 0.33 0.5 0.2 1.65 2.50
Walkway #123 Illuminance 1.32 3.3 0.2 6.60 16.50
Walkway #124 Illuminance 2.42 5.2 0.4 6.05 13.00
Walkway #125 Illuminance 1.50 2.2 0.2 7.50 11.00
Walkway #126 Illuminance 0.85 1.5 0.2 4.25 7.50
Walkway #127 Illuminance 1.87 4.9 0.2 9.35 24.50
Walkway #13 Illuminance 5.70 8.5 2.5 2.28 3.40
Walkway #14 Illuminance 0.63 1.2 0.2 3.15 6.00
Walkway #15 Illuminance 3.16 6.5 0.4 7.90 16.25
Walkway #16 Illuminance 0.33 0.5 0.2 1.65 2.50
Walkway #17 Illuminance 0.63 1.1 0.2 3.15 5.50
Walkway #18 Illuminance 3.12 6.0 0.5 6.24 12.00
Walkway #19 Illuminance 1.08 4.1 0.2 5.40 20.50
Walkway #2 Illuminance 1.23 9.1 0.2 6.15 45.50
Walkway #20 Illuminance 2.95 5.3 0.6 4.92 8.83
Walkway #21 Illuminance 1.60 1.6 1.6 1.00 1.00
Walkway #22 Illuminance 2.38 4.3 0.5 4.76 8.60
Walkway #23 Illuminance 2.73 3.9 1.8 1.52 2.17
Walkway #24 Illuminance 0.88 2.4 0.2 4.40 12.00
Walkway #25 Illuminance 1.30 1.3 1.3 1.00 1.00
Walkway #26 Illuminance 1.95 3.6 0.3 6.50 12.00
Walkway #27 Illuminance 3.22 6.9 0.7 4.60 9.86
Walkway #28 Illuminance 1.15 1.5 0.8 1.44 1.88
Walkway #29 Illuminance 0.35 0.5 0.2 1.75 2.50
Walkway #3 Illuminance 1.65 6.3 0.2 8.25 31.50
Walkway #30 Illuminance 3.23 7.3 0.2 16.15 36.50
Walkway #31 Illuminance 2.03 5.7 0.2 10.15 28.50
Walkway #32 Illuminance 1.75 7.2 0.4 4.38 18.00
Walkway #33 Illuminance 1.93 6.6 0.3 6.43 22.00
Walkway #34 Illuminance 2.20 5.3 0.2 11.00 26.50
Walkway #35 Illuminance 1.07 1.4 0.6 1.78 2.33
Walkway #36 Illuminance 10.10 18.9 1.3 7.77 14.54
Walkway #37 Illuminance 5.80 5.8 5.8 1.00 1.00
Walkway #38 Illuminance 1.45 2.2 0.7 2.07 3.14
Walkway #39 Illuminance 3.53 4.8 2.4 1.47 2.00
Walkway #4 Illuminance 0.79 6.1 0.2 3.95 30.50
Walkway #40 Illuminance 2.60 5.4 0.2 13.00 27.00
Walkway #41 Illuminance 0.60 0.9 0.3 2.00 3.00
Walkway #42 Illuminance 3.70 4.1 3.3 1.12 1.24
Walkway #43 Illuminance 0.30 0.4 0.2 1.50 2.00
Walkway #44 Illuminance 3.10 6.7 0.8 3.88 8.38
Walkway #45 Illuminance 0.95 1.7 0.2 4.75 8.50
Walkway #46 Illuminance 2.12 4.1 0.3 7.07 13.67
Walkway #47 Illuminance 2.74 5.0 0.4 6.85 12.50
Walkway #48 Illuminance 0.90 2.3 0.2 4.50 11.50
Walkway #49 Illuminance 2.02 4.5 0.4 5.05 11.25
Walkway #5 Illuminance 1.51 6.4 0.2 7.55 32.00
Walkway #50 Illuminance 0.75 1.9 0.2 3.75 9.50
Walkway #51 Illuminance 4.30 4.8 3.8 1.13 1.26
Walkway #52 Illuminance 3.50 5.7 1.9 1.84 3.00
Walkway #53 Illuminance 1.72 5.5 0.2 8.60 27.50
Walkway #54 Illuminance 4.35 6.6 2.1 2.07 3.14
Walkway #55 Illuminance 2.23 6.1 0.3 7.43 20.33
Walkway #56 Illuminance 2.30 5.8 0.5 4.60 11.60
Walkway #57 Illuminance 2.55 4.8 0.3 8.50 16.00
Walkway #58 Illuminance 1.80 5.9 0.4 4.50 14.75
Walkway #59 Illuminance 1.20 2.2 0.2 6.00 11.00
Walkway #6 Illuminance 1.53 6.5 0.2 7.65 32.50
Walkway #60 Illuminance 0.68 1.9 0.2 3.40 9.50
Walkway #61 Illuminance 0.38 0.6 0.2 1.90 3.00
Walkway #62 Illuminance 1.45 2.9 0.3 4.83 9.67
Walkway #63 Illuminance 0.53 1.1 0.2 2.65 5.50
Walkway #64 Illuminance 2.12 5.8 0.4 5.30 14.50
Walkway #65 Illuminance 0.65 1.4 0.2 3.25 7.00
Walkway #66 Illuminance 1.85 3.3 0.4 4.63 8.25
Walkway #67 Illuminance 1.50 4.8 0.2 7.50 24.00
Walkway #68 Illuminance 1.53 2.7 0.8 1.91 3.38
Walkway #69 Illuminance 3.27 4.0 2.6 1.26 1.54
Walkway #7 Illuminance 1.76 7.0 0.2 8.80 35.00
Walkway #70 Illuminance 0.95 2.8 0.2 4.75 14.00
Walkway #71 Illuminance 1.78 5.3 0.4 4.45 13.25
Walkway #72 Illuminance 1.44 5.4 0.2 7.20 27.00
Walkway #73 Illuminance 2.32 3.1 0.7 3.31 4.43
Walkway #74 Illuminance 1.20 2.2 0.2 6.00 11.00
Walkway #75 Illuminance 1.80 3.4 0.3 6.00 11.33
Walkway #76 Illuminance 2.70 5.4 0.7 3.86 7.71
Walkway #77 Illuminance 0.82 2.1 0.2 4.10 10.50
Walkway #78 Illuminance 3.30 3.3 3.3 1.00 1.00
Walkway #79 Illuminance 1.15 1.9 0.4 2.88 4.75
Walkway #8 Illuminance 2.02 8.7 0.2 10.10 43.50
Walkway #80 Illuminance 2.06 4.6 0.3 6.87 15.33
Walkway #81 Illuminance 2.22 4.3 0.8 2.78 5.38
Walkway #82 Illuminance 0.33 0.4 0.2 1.65 2.00
Walkway #83 Illuminance 5.27 8.3 2.7 1.95 3.07
Walkway #84 Illuminance 1.90 4.6 0.2 9.50 23.00
Walkway #85 Illuminance 0.50 1.2 0.2 2.50 6.00
Walkway #86 Illuminance 2.42 5.9 0.5 4.84 11.80
Walkway #87 Illuminance 2.80 2.8 2.8 1.00 1.00
Walkway #88 Illuminance 2.98 5.3 1.3 2.29 4.08
Walkway #89 Illuminance 1.78 4.4 0.3 5.93 14.67
Walkway #9 Illuminance 1.32 6.8 0.3 4.40 22.67
Walkway #90 Illuminance 1.38 4.6 0.2 6.90 23.00
Walkway #91 Illuminance 4.47 5.2 3.3 1.35 1.58
Walkway #92 Illuminance 3.55 3.6 3.5 1.01 1.03
Walkway #93 Illuminance 3.53 7.0 0.7 5.04 10.00
Walkway #94 Illuminance 2.12 3.9 0.8 2.65 4.88
Walkway #95 Illuminance 1.95 3.7 0.2 9.75 18.50
Walkway #96 Illuminance 1.00 2.4 0.3 3.33 8.00
Walkway #97 Illuminance 1.27 2.3 0.4 3.18 5.75
Walkway #98 Illuminance 1.33 3.0 0.3 4.43 10.00
Walkway #99 Illuminance 2.27 3.3 0.8 2.84 4.13
Zone Property Line Illuminance 0.00 0.2 0.0 N.A. N.A.
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
E-1.3
PHOTOMETRIC SITE PLAN
AREA A
PHOTOMETRIC SITE PLAN - AREA A
NORTH
KEY PLAN
THIS SHEET
A
1/40" = 1'-0"
0 40' 80'20' 120'
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1204
V'Ji,
,_f
.. ~
=· Ui
o·i'
C,i
"' '" •n
ci
~
,-
~
x
~{]
)
)
J
\
•
•
t__+
•
•
•
•
I
. ~
¼'
•
•
•
ob
0 0
I
"-"I• '» o I
•~ .... o I' -.._10:'.'.
-,--,-
' -,
.--.
,---,-
_n_'._
* :· I.
I
I ,
I
1·
I,
I I,
I
~ 1 •
I,
I
I•
I
I'
I
* 1·
I,
I
I·
I
I
r
I,
I
I,
I
r
I
r
' I
f
,Jccl
-,--, u
z ---o
' 0
I
I
I
I
I
I
J
1/
-✓ -' '
J
I p
I
I
•
•
•
•
•
•
•
•
•
•
•
•
6'
' ' ' ' ' ' '
' ' ' ' ' ' '
' ' ' '
' ' ' ~-=,-'cj-,c=c.c;c~=ccc;c=~-••C; / + II
'
•
•
•
•
o,
' . ' ' ': ' •' ' '
'' '
•
•
•
•
•
•
' , ,,
' '
' '
' ' ' ' ' '
~
0 0
"'
\
'
I :r / I 0
I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
0 I
1·
0 .I
. I
I
I
\
I
I
\
I
I
J
I
.__/ 0
~. w w
i"·
w
w z w
•
0 • .'if' .
_+ _ ___:': __
-----------------
• •
0 •
• •
• •
0 •
•
•
•
•• 1,------~·
•
• . /
•
,.
••
•
• •
•
j_
•
•
••
••
• •
0 1----
•
••
"•
• •
••
••
0 1----
•
•
• • rn
••
0 1----
•
•
• • •
• • •
• • •
0 • •
•
!
I
I ..
I
i •
I '
' I .
•
-,._ __. _ _._ --"--~ _... -
-a--:_--:_--:_--:_-:_-:__--:_--:_-=--.-------=•---=;TT;-----::~~-=~=~~~~~------ ------ -_
-
-
•
• •
• •
•
' '
n'--------ob-•• ~1
u ··~
__r,--_
• (
__J .....!: 17
-
_-
••
-••
J L
___JI---_
I .
-
-
J
___J ,___
I
•
__r-
--•
•• --,
J 7___, '
___J
C
-n_ i .., ___ ,-~
•• -
J
'L-~ C
I.
7 u-
n
•• --,
J L
___J f---
•
"'---~_L_JH
• •
• •
• •
' '
0 ' '
)
__r-
•
•
• •
• • •
n__b-_ _,-------" .___r
-
. '
0' "
•
~---1__r-
0 J •
"
___J
-
.--.
J •
" ___J
•
) -._
. '
' 0
••
0 J
-----'f---
•
_, j
-'
' 0
'7_.
0 0
J
'
____.
•,~•'-IP
••
___Jf--_
• '7_.
• •
••
-----'f---
•
• •
•
•
••
1 -
' ' -
,----------1il-d
n
•• I l
•
.u---
' '
••
L,
-
, '
"
-
- " • •
•
I,__ L--+ -
,_
.
~ 1---_J <f •-.
-
~J..-1 ••
-
-
C ~.
ti •t----
rl
•
•
•
•
•
• •
i i '
I .
i ' i
•
i ' •1-r"l:';I_JL
I
I
!
I
I
' I
'
' I
I
' I .
' I
I
' I
' I
i
' I
' I
I
' ' I , I
• I , f''-d
. r
I
I
I
I
I
' !
I -~ , I
I
' 1,
·~
• I
j_
, I
'
•
• . I
+ ~ +
I
' f-c-'
I
i i '
i '
1 •
I •
! .
I ' . I
i '
• •
•
• •
_.,. - _.,. - ::•1-
H ... □
H~
•
•
••
0 0
•
•
•
II 11
g 0
z
<(
s
0 (j
0 2
ll'.'.
<(
.J
.J
w
~
0 2
1-
z
Lil
::;;:
11. 0
-' Lil
> Lil
0 L<I
s
(I)
L<I
-' ,I:
Lil
0::
67 catana
rancho mirage, california
22024.01 03/07/2024
RESULTS GENERATED BY THIS TOOL ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY, WITHOUT ANY WARRANTY AS TO ACCURACY,
COMPLETENESS, RELIABILITY OR OTHERWISE, THE CALCULATED RESULTS MAY BE DEPENDENT ON USER PROVIDED DATA OR DATA PROVIDED FROM PUBLICLY AVAILABLE SOURCES AND DO NOT TAKE INTO ACCOUNT ALL FACTORS AND CIRCUMSTANCES. PHOTOMETRIC VALUES HAVE BEEN
CALCULATED USING METHODS RECOMMENDED BY THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) AND/OR STANDARD INDUSTRY PRACTICE. PHOTOMETRIC CALCULATIONS PERFORMED USING THIS TOOL ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE
MANUFACTURER, AND THE ACCURACY OF THE CALCULATED PHOTOMETRIC PERFORMANCE IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED,
END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER.
PHOTOMETRIC PLAN DISCLAIMER
SITE AREA:
PROPOSED DENSITY:
LAND USE DESIGNATI
DESIGNATED DENSITY:
PRIVATE OUTDOOR LI
SETBACKS
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
MAXIMUM BUILDING H
2-STORY PERCENTAG
BUILDING FOOTPRINT
PARKING REQUIREME
2 SPACES WITHIN AN
PARALLEL PARKING:
GUEST PARKING:
GUEST PARKING REQ
GUEST PARKING PRO
AMENITY PARKING PR
SINGLE FAMILY RENT
UNIT MIX
UNIT TYPE
2 BED:
3 BED:
4 BED:
RETENTION POND
0.74 ACRES
2 1
COMMERCIAL
8.34 ACRES (363,144.93 SF)
2 1
2 3
2 1
21 2 1
3 21
2 1
RETENTION POND
0.25 ACRES
2 1
2 1
21 2
1 1
1 2
2 21
3 3
21 21
2 13
121
3 1
212
212
212
2 1
3 2
212
3 2
2 1
2 2 1
2 1
2 1
21 21
3 221
CENTERLINE R.O.W.
21 AFFORDABLE APARTM
UNIT MIX
UNIT TYPE CUR
2 BED: 55%
3 BED: 45%
100%
SECTION 01
SECTION 01
SECTION 02
SECTION 03
SECTION 04
SECTION 02 SECTION 03 SECTION 04
SPA
15'-0" X 15'-0"
POOL
60'-0" X 30'-0"
CABANA
JANITOR CLOSET/
STORAGE
10'-1" CLG.
RESTROOM
9'-1" CLG.
ELEC.
9'-1" CLG.
WORK AREA
BAR
7'-3" X 7'-8"
10'-1" CLG.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG.
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
CLUB
ROOM
25'-0" X 32'-6"
12'-1" CLG.
CO-WORK
15'-0" X 20'-7"
10'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
OFFICE
11'-0" X 11'-6"10'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"
10'-1" CLG.
STORAGE
21'-6" X 8'-0"10-'1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
REC.
TRASHPARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
MAINTENANCE
17'-7" X 7'-3"
10'-1" CLG.
WOMENS
10'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
ROOF
LADDER
M.P.O.E.
9'-1" CLG.
RESTROOM 2
AV
BBQBBQ
MENS
10'-1" CLG.
GOLF CART
10'-0" X 15'-9"
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
OUTDOOR
DINING
27'-0" X 20'-6"
10'-1" CLG.
KITCHEN
12'-0" X 22'-3"
10'-1" CLG.
HALL
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
10'-1" CLG.
FIREPIT
POTENTIAL TRASH
ENCLOSURE LOCATION
LOW WALL
CABANACABANACABANA
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACACAC
AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC AC AC AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
ACAC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC ACACACAC
AC
AC
AC
AC
AC
AC
UP UP
UPUP
UP UP
UPUP
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7 SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SA
MH: 7
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SE
MH: 12
SE
MH: 12
SE
MH: 12SE
MH: 12
SE
MH: 12
SB
MH: 14
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SE
MH: 12
SE
MH: 12
SE
MH: 12
SD
MH: 3.5
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SE
MH: 12
SD
MH: 3.5
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SD
MH: 3.5
SE
MH: 12
SB1
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SB
MH: 14
SE
MH: 12
0.9 1.1 1.2 1.2 1.1
1.9 3.4 4.5 4.5 3.1 1.7 0.6
2.3 5.5 8.5 8.3 4.6 1.9 0.6 0.3 0.3
3.8 1.5 0.5 0.4 0.5
0.5 0.8 1.5 1.9
1.0 2.7 4.5 4.6
3.6 7.5 4.8
3.0 6.9 7.1
2.2 4.5 5.4
1.3 2.2 2.1
0.6 0.8 0.5
0.4 0.3 0.2
0.3 0.5 0.7 1.0
1.4 2.5 3.1 2.2 1.0 0.9
5.9 6.8 3.7 1.2 1.0 2.2
8.6 4.1 1.3 0.9 1.2
3.9 1.2 0.6 0.6
2.5 1.1 0.6
0.2 0.7 0.3 0.7 1.9 4.5 3.7 1.7 1.1 1.2 1.4 1.4 0.9 0.6
0.4 0.2 0.5 0.9 3.1 4.1 3.4 2.3 0.8 0.6 0.7 0.9 1.1 1.0
2.2 2.9
3.4 6.2
1.1 4.0 8.3
1.0 3.9 7.9
0.9 2.5 3.7
0.7 1.3 1.4
0.4 0.5 0.4
0.3 0.4 0.3
0.7 0.6
1.6 2.1
0.2 6.0 0.3 0.6 2.6 4.8 1.3 13.6 0.4 0.4 0.9 2.8 4.7
0.9 0.3 0.2 0.3 0.8 2.8 4.1 4.0 2.2 0.7 0.4 0.5 1.0 3.8 7.7
1.0 3.8 7.7
2.8 4.7
0.7 1.6 2.1
0.4 0.7 0.6
0.3 0.3 0.3
0.3 0.3
8.5 8.6 6.5 2.6 0.7 0.3 0.4 0.5 0.5 0.6 0.5 0.4
0.6 1.2 1.6 1.7 1.7 1.5 1.2 1.9 3.7 6.6 6.7 5.0 2.5 0.9 0.5 0.8 1.3 1.7 1.8 1.8 1.4 0.9 0.6
0.3 0.9 2.5 4.7 5.6 5.4 3.1 1.7 1.5 2.1 2.7 2.7 2.3 1.6 0.8 0.6 1.1 2.7 4.9 5.8 5.3 2.9 1.3 0.6
0.3 0.3 0.9 3.0 7.3 9.9 9.0 4.1 1.5 0.8 0.7 0.7 0.7 0.7 0.7 0.4 0.4 1.0 3.3 7.8 10.1 8.8 3.8 1.2 0.4
0.6 0.5 0.4 0.4
1.8 2.0 0.3 0.3
3.6 5.2 1.6 0.7
0.6 0.3 3.1 0.5 1.1 2.7 3.5 2.4 1.0 2.6 0.4 0.6 1.9 5.7 9.0 1.2 1.7
6.9 0.7 0.3 0.6 1.7 3.6 4.0 3.3 1.0 0.5 0.4 0.6 1.8 5.8 9.3 3.4 3.3
1.6 4.1 6.0 4.2 4.7
1.1 2.1 2.3 2.3 3.1
0.6 0.7 0.6 0.8 1.1
0.3 0.4 0.3 0.4 0.5
4.5 4.4 2.6
4.8 7.3 3.5
4.8 7.3 3.5 0.9 0.4 0.2 0.3 0.6 1.5 3.6 4.1 3.2 1.1 0.4 0.3
4.8 4.7 2.7 0.8 0.4 3.3 0.3 0.4 1.0 5.1 3.7 4.8 0.8 0.4 0.6
1.9 2.2 1.6
0.5 0.6 0.7
0.3 0.3 0.3
0.5 0.4 0.3
1.2 0.6 0.3
3.6 2.4 0.9 0.4
7.8 3.8 1.0 0.4
0.2 0.2 0.4 0.5 8.3 4.0 1.0 0.4 0.2 0.2 0.8 3.5 10.0 17.2 17.1 11.9 4.4 0.9 0.3
4.0 0.4 1.4 1.1 6.2 3.4 1.0 0.4 0.2 0.2 0.4 1.1 3.7 7.7 12.6 12.7 8.7 4.3 1.3 0.4 0.2
0.7 0.9 2.6 2.8 2.8 2.1 0.9 0.4 0.2 1.0 2.4 3.8 4.9 4.9 4.1 2.7 1.2 0.5
1.6 3.2 5.0 5.1 0.9 0.9 0.5 0.3 1.1 1.2 1.3 1.3 1.2 1.1
7.0 4.1 3.3 3.1 0.3 0.4 0.4 0.3
2.7 3.7 1.2 1.6 0.2 0.4 0.4 0.3
3.1 1.9 0.5 0.5 0.7 0.9 0.8 0.4
0.5 0.6 0.5 0.3 2.8 2.6 1.6 0.6
0.3 0.3 0.7 0.4 7.2 5.1 2.2 0.6
0.3 0.3 1.9 0.5 6.5 2.5 0.7
9.3 9.7 6.4 2.4 0.6 0.3 0.3 0.5 0.6 0.6 0.6 0.5 0.3 0.2 0.2 0.3 1.2 4.0 9.2 7.4 2.9 0.7 0.2 0.2 0.4 0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.3 0.9 2.9 5.1 2.1 0.5 6.2 2.4 0.7 0.3 0.2 0.3 0.8 2.0 3.3 4.3 2.9 0.9 0.4 0.7
1.8 3.7 6.0 6.1 4.4 2.2 0.8 0.4 0.5 1.0 1.6 2.0 2.0 1.7 1.3 0.6 0.3 0.2 0.5 1.4 3.2 6.0 6.4 5.0 2.6 0.9 0.3 0.2 0.3 0.7 1.4 2.0 2.3 2.2 1.7 1.0 0.4 0.3 0.4 1.3 3.9 8.7 9.7 7.2 3.0 0.8 0.3 0.6 2.7 4.0 3.3 1.8 0.6 0.3 0.2 0.4 0.3 0.5 1.3 3.6 4.2 2.4 0.8 0.4 0.6
1.2 1.7 2.1 2.1 1.8 1.3 0.6 0.4 0.6 1.6 3.4 5.8 6.0 4.5 2.3 0.8 0.3 0.3 0.4 1.0 1.7 2.3 2.4 2.1 1.5 0.7 0.3 0.2 0.3 0.9 2.5 4.9 6.3 6.0 3.3 1.5 0.5 0.3 0.5 1.3 2.8 4.9 5.1 4.4 2.4 0.9 0.4 0.5 0.9 1.3 1.5 1.1 0.5
0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.3 0.4 1.6 4.5 9.5 10.1 6.8 2.7 0.6 0.2 0.2 0.3 0.5 0.6 0.6 0.6 0.6 0.6 0.4 0.2 0.2 0.2 0.7 2.8 7.1 10.0 9.4 4.2 1.3 0.4 0.3 0.4 0.8 1.2 1.4 1.4 1.4 1.1 0.6 0.3 0.3 0.3 0.4 0.6 0.6 0.4
0.3 0.3 4.8 4.4 0.3 0.2 0.3 0.5 0.5 0.7 0.6
0.3 0.3 0.5 0.8 0.4 0.3 0.4 0.9 1.7 2.0
0.6 1.5 8.3 0.3 0.9 0.6 0.7 1.1 3.1 4.8
1.4 1.5 0.8 0.6 2.5 1.8 1.9 1.1 4.3 8.3
3.8 2.7 2.5 1.9 3.5 3.8 4.2 1.1 4.2 8.3
4.7 4.6 2.1 4.1 3.7 4.4 4.2 1.0 3.1 5.1
3.0 3.8 2.4 4.1 2.7 1.7 2.7 0.8 1.8 2.2
1.0 1.1 1.3 3.0 0.8 0.7 0.8 0.4 0.7 0.6
0.4 1.0 0.6 0.9 0.4 0.6 1.0 0.4 0.3 0.3 0.3
3.0 0.3 0.2
1.2 0.2 0.3 0.3 0.5 0.2
0.4 0.2 0.2 0.6 0.2 0.2 0.2 0.3
2.8 0.4 0.4 0.3 8.6 0.3 1.4 0.3
1.0 0.9 0.9 0.7 0.8 0.8 0.7 0.7
2.4 2.8 3.1 1.7 9.2 2.5 3.8 1.9 2.1 1.1 0.6 0.6 1.2 6.0 3.4 4.3 0.7 0.4 0.6
4.6 4.7 4.0 3.6 3.5 4.7 3.8 4.3 6.1 3.4 1.8 0.7 0.5 0.7 2.0 3.7 4.0 3.2 0.9 0.4 0.3
2.9 4.0 3.6 4.8 2.8 4.4 4.0 4.3 6.0 8.4 4.9
1.7 1.5 2.0 1.2 2.0 1.8 4.0 1.9 9.1 6.7
2.7 0.6 0.7 2.7 2.1 0.6 0.7 0.7 4.0 4.0
0.3 0.4 0.7 0.8 0.6 0.4 0.4 0.4 1.8 1.8
0.5 0.3 4.0 2.2 0.2 0.3 0.3 0.3 0.7 0.7
9.4 9.3 0.6 0.4 0.5 0.5 0.5 0.5 0.5 0.5 1.1 3.6 9.6 8.0 3.3 0.3 0.5 0.5 0.5 0.5 0.5 0.2 0.3 0.6 6.2 8.5 8.5 4.6 1.6 0.4 0.2 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.3
4.1 6.0 6.0 4.0 2.1 0.9 0.8 1.2 1.4 1.5 1.6 1.4 1.0 0.8 1.3 3.1 5.8 6.6 5.5 2.9 1.1 0.5 0.5 1.0 1.4 1.7 1.7 1.5 1.1 0.6 0.3 0.3 0.8 2.3 4.7 6.6 6.5 3.8 1.8 0.6 0.3 0.4 0.7 1.4 1.9 2.0 1.9 1.5 0.9 0.4 0.3 0.3 0.3
1.8 2.1 2.1 1.8 1.3 0.8 1.0 2.4 4.3 5.2 5.3 3.3 1.8 1.0 1.1 1.8 2.4 2.5 2.3 1.7 0.9 0.5 0.6 1.8 3.5 5.6 5.5 4.2 2.2 0.8 0.4 0.3 0.7 1.5 2.2 2.6 2.8 2.3 1.5 0.7 0.4 0.4 1.0 2.7 5.1 6.0 5.5 3.0 1.3 0.6 0.4 0.5 0.5
0.6 0.6 0.6 0.6 0.6 0.5 0.9 2.9 6.9 9.7 9.0 4.7 2.1 0.8 0.6 0.7 0.7 0.7 0.6 0.6 0.4 0.3 0.5 2.1 5.2 9.7 9.8 6.5 2.7 0.7 0.3 0.2 0.4 0.6 0.7 0.7 1.3 1.4 1.1 0.5 0.3 0.3 0.9 3.2 7.9 10.6 9.0 3.8 1.4 1.1 1.3 1.4 1.1
5.2 2.7 5.7 6.8 3.2 1.7
4.2 4.6 4.5 4.5 4.2 3.3
4.3 4.7 3.8 5.1 3.8 11.3
2.7 2.2 2.7 1.7 2.2 1.3
0.9 0.9 0.8 1.3 0.7 3.4
0.9 0.4 0.4 0.4 0.3 0.2
1.3 1.7 1.8 1.4
1.5 1.3 1.1 1.8 4.1 4.7 4.6 2.6 1.4 1.2
2.8 4.0 4.2 3.2 1.7 2.3 3.1 3.0 4.3 5.0 3.9 2.3
2.3 4.6 4.5 2.3 6.6
2.9 2.9 1.8 1.6 4.3
3.8 4.8 1.8 1.7 4.1 4.5 4.0 2.2 4.9 4.3
3.5 0.3
0.5 0.6
0.7 0.8
0.8 0.8
0.6 0.3
0.2 0.2
0.3 0.5 0.6 0.7 0.7 0.7 0.8 0.9
2.4 4.4 4.7 4.6 4.0 1.6 0.4 0.3 0.3 0.4 0.4 0.4 0.4
3.1 1.3 0.3 0.4 0.8 0.4 0.9 6.2 0.8 0.3 0.5 0.6 0.4 1.7 5.9 0.7 0.4 0.7 0.4 0.6 6.0 1.6 0.5 0.8 0.6 0.7 5.9 2.3 1.3 1.8 0.4 0.3 2.2 4.0 0.5 0.4 0.3 0.4 0.3 0.2 0.4 0.4 0.4 0.2 0.5 6.1 2.0 0.3 0.4 0.3 0.4
1.6 0.6 0.4
2.4 0.5 0.3
0.2 0.2 0.6 2.1 3.9 2.7 2.9 3.7 1.8 0.5
0.8 0.5 0.7
3.4 0.3 0.2
1.9 1.0
2.2 0.62.52.50.80.2
0.96.81.01.4 0.70.40.2
3.5 0.4 0.6
0.70.3 0.66.71.42.2
4.2 0.8
1.2 0.3 0.5
0.3 0.3
0.4 0.8
0.6 0.3
0.2 0.2
0.4 0.5
0.4 0.3
0.4 0.2
0.2 0.4
1.2 2.6
3.3 1.5
1.9 1.5
1.5 1.1
3.4 0.4
5.2 2.7
0.4 2.2 0.2
2.1 1.5 0.20.5 0.2
4.9 1.1
0.2 0.6
2.4 0.9
0.5 6.0
5.8 4.1
0.30.2 0.2
0.6 0.5
0.3 0.2
0.3 0.6
0.6 0.7
0.7 0.7
0.6 0.4
0.3 0.3
0.5 0.7
0.8 0.8
0.7 0.6
0.7 1.4
3.2 6.1
9.1 5.7
2.6 0.6
0.3 0.3
0.4 0.6
0.8 1.1
1.2 1.0
0.7 0.50.70.7
5.3 0.6
1.6 0.5
4.3 3.1
2.9 1.1
3.9 1.8
2.5 2.4
0.6 0.2
0.3 1.3
3.6 0.3
0.7 6.94.5
3.2 0.8
1.5 0.8
0.5 0.2
7.3 2.2 0.2
0.30.75.71.20.2 4.1
0.63.2 0.6
0.5 7.2
0.7 0.8
0.4 0.3
0.3 1.2
6.6 0.7 2.5
5.3 1.1 0.2
0.6 1.4
1.2 18.91.3
5.8 2.2
0.7 2.43.44.8
0.3 1.0
3.1 6.1
5.5 5.0
2.1 0.6
0.3 0.2
0.3 0.3
0.2 0.2
0.3 0.3
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.4
0.6 0.7
0.8 0.8
0.7 0.7
0.4 0.3
0.2 0.4
0.6 1.1
2.1 3.3
0.2 1.5 5.4
0.3 0.9 4.1
3.3 0.4 0.2
0.8 6.7
3.9 3.2 0.9
0.2 1.7
2.1 0.3 3.6 4.1 0.5
0.4 5.0
4.4 2.4 1.5
2.3 0.20.2
1.5 0.4 4.5 3.0
0.7 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.5 1.9 4.85.4 5.5 3.7 1.4 0.4 0.2 0.2 0.3 0.4 0.3 0.4 0.4 0.4 0.3 0.2 0.3 1.1 3.3 6.4 5.6 5.4 2.3 0.6 0.3 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.7 2.35.55.2 6.3 3.5 1.3 0.7 1.0
1.9 0.50.2 0.4
3.8 4.8
2.95.71.9 1.9
0.4 5.5 1.9 0.2 0.46.6
2.1 6.1
1.6 0.3
0.9 1.4
5.82.20.51.6 4.84.2
0.9 0.3
0.4 1.4
5.9 0.6
0.7 2.2
0.6 0.2
1.8 2.1
0.6 3.4
5.2 5.6
6.0 5.1
1.3 0.6 1.8 4.6 5.3 5.2 3.9 1.5 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.5 1.9 4.9 5.6 5.8 3.5 1.3 0.4 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.3 1.2 3.4 6.0 5.6 5.0 1.9 0.5 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.5 2.0 5.0 5.4 5.9 3.1 1.0 0.3 0.3 0.3 0.5 0.6 0.7 0.7 0.7 0.6 0.4 0.2 0.2 0.2 0.3
0.5 0.7
1.3 0.8
0.8 0.7
0.6 0.6
1.9 0.2
0.3 0.3
0.30.6 0.2
0.4 2.2
0.3 0.42.9
0.31.1 0.2
0.5 1.5 0.4
5.8 2.4
0.5 4.8 0.50.2
0.5 8.75.70.2 1.02.4 2.82.2 3.0 1.50.4 0.20.2 0.4 0.40.4 0.40.4 0.4 0.30.2 0.20.3 1.23.4 6.15.5 5.2 2.00.5 0.20.2 0.30.4 0.4 0.40.4 0.40.3 0.2 0.30.9 3.06.4 5.5 5.82.60.8
0.5 0.3
0.6 2.4
5.7 6.1
6.4 2.9
0.8 0.4
0.2 0.4
1.8 4.7
5.4 5.5
3.8 1.4
0.5 0.3
0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.9 2.9 6.5 5.9 6.9 4.0 1.7 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.5 3.3 6.4 6.4 5.9 3.7 1.3 0.3 0.2 0.2 0.3 0.3 0.3 0.3 2.2 2.2 1.1 0.4 0.2 0.3 1.0 3.0 5.9 5.4 5.0 2.0 1.3 2.4
5.3 6.1
3.1 1.0
0.3 0.3
0.7 2.02.41.8
4.6 5.1
5.2 3.4
1.3 0.3
0.2 0.9
2.2 2.4
0.4 0.3 0.4 1.1 4.3 0.6 0.4 0.6 0.3 0.6 3.0 2.6 0.4 0.4 0.5 0.5 1.2 5.1 0.6 0.3 0.5 0.5 0.6 3.5 1.3 0.4 0.6 0.5 1.2
6.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AC
AC AC AC
AC AC AC
AC
AC
AC
AC
AC
1 2
2 1
AC
AC
AC AC
AC
AC
AC
AC AC AC AC AC AC
AC
AC
AC AC AC
AC AC AC
AC
2 AC
1 2
AC
AC 3
AC
AC
POTENTIAL TRASH
ENCLOSURE LOCATION
AC
MAINTENANCE
17'-7" X 7'-3"
10'-1" CLG.
POOL
EQUIPMENT
17'-0" X 14'-6"
10'-1" CLG.
AC
SECTION 02
AC
COVERED
PATIO
10'-1" CLG.
AC AC AC AC
FITNESS
37'-0" X 36'-0"
12'-1" CLG.
2 1
COVERED
PATIO
10'-1" CLG.
COVERED
PATIO
10'-1" CLG.
CLUB
ROOM
25'-0" X 32'-6"
12'-1" CLG.
KITCHEN
12'-0" X 22'-3"
10'-1" CLG.
AC
2 AC
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
1 2
AC AC
AC
AC
AC
AC AC
AC AC
AC
MENS
10'-1" CLG.
AC
AC
STORAGE
21'-6" X 8'-0"
10-'1" CLG. GOLF CART
10'-0" X 15'-9"
10'-1" CLG.
STORAGE
17'-7" X 6'-6"
10'-1" CLG.
ELEC.
9'-1" CLG.
M.P.O.E.
9'-1" CLG.
FIRE
CONTROL
9'-1" CLG.
PARCEL
ROOM
7'-8" X 18'-4"
10'-1" CLG.
LOW WALL
10'-1" CLG.
TRASH
REC.
MAIL ROOM
13'-11" X 17'-10"
10'-1" CLG. 1 2
RESTROOM
9'-1" CLG.
BREAK
ROOM
9'-2" X 7'-10"
10'-1" CLG.
OFFICE
11'-0" X 11'-6"
10'-1" CLG.
JANITOR CLOSET/
STORAGE
10'-1" CLG.
10'-1" CLG.
WOMENS
10'-1" CLG.
OFFICE
11'-0" X 11'-0"
10'-1" CLG.
LEASING
23'-1" X 25'-6"
12'-1" CLG.
10'-1" CLG.
AC
AC
1 2 1
1 SPA
15'-0" X 15'-0"
POOL
60'-0" X 30'-0"
OUTDOOR
DINING
27'-0" X 20'-6"
10'-1" CLG.
AV
RESTROOM 2
10'-1" CLG.
HALL
10'-1" CLG.
PHONE BOOTH
7'-3" X 6'-0"
10'-1" CLG.
FIREPIT
CABANA CABANA CABANA CABANA
WORK AREA
BAR
7'-3" X 7'-8"
10'-1" CLG.
CO-WORK
15'-0" X 20'-7"
10'-1" CLG.
AC
AC AC
AC
AC
3 AC
AC
NOT SCOPE
OF WORK
2 AC AC
2 AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
1 2
2 1
1 AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
1 2
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
UP UP
UP UP
2 1
3 2 1
2 2 1
2 1 2
SECTION 03
2 1
2 1
3 1 2
2 1 2
2 1 2
1 2
2 1 2
3 ROOF
LADDER
1 2
1 BBQ BBQ
3 2
MATCH LINE
Calculation Summary
Label CalcType Avg Max Min Avg/Min Max/Min
Driveway Area #1 Illuminance 2.41 30.4 0.2 12.05 152.00 Driveway Area #2 Illuminance 1.94 16.0 0.2 9.70 80.00
Driveway Area #3 Illuminance 2.08 17.2 0.2 10.40 86.00
Driveway Area #4 Illuminance 2.25 11.3 0.2 11.25 56.50
Pool Area Illuminance 3.06 6.6 1.1 2.78 6.00
Walkway #1 Illuminance 1.63 6.5 0.2 8.15 32.50
Walkway #10 Illuminance 1.34 6.2 0.2 6.70 31.00
Walkway #100 Illuminance 1.90 4.2 0.3 6.33 14.00
Walkway #101 Illuminance 1.77 3.4 0.5 3.54 6.80
Walkway #102 Illuminance 2.90 4.3 0.3 9.67 14.33
Walkway #103 Illuminance 2.27 5.2 0.4 5.68 13.00
Walkway #104 Illuminance 2.37 4.4 0.3 7.90 14.67
Walkway #105 Illuminance 0.80 1.3 0.3 2.67 4.33
Walkway #106 Illuminance 1.80 3.8 0.4 4.50 9.50
Walkway #107 Illuminance 1.87 4.0 0.4 4.68 10.00
Walkway #108 Illuminance 0.87 1.6 0.4 2.18 4.00
Walkway #109 Illuminance 1.07 2.4 0.3 3.57 8.00
Walkway #11 Illuminance 1.86 3.9 0.2 9.30 19.50
Walkway #110 Illuminance 0.67 0.8 0.5 1.34 1.60
Walkway #111 Illuminance 1.30 3.4 0.2 6.50 17.00
Walkway #112 Illuminance 1.45 1.9 1.0 1.45 1.90
Walkway #113 Illuminance 1.47 2.5 0.2 7.35 12.50
Walkway #114 Illuminance 2.53 6.8 0.9 2.81 7.56
Walkway #115 Illuminance 0.43 0.7 0.2 2.15 3.50
Walkway #116 Illuminance 1.50 3.5 0.4 3.75 8.75
Walkway #117 Illuminance 0.50 0.7 0.3 1.67 2.33
Luminaire Schedule
Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens
Luminaire
Watts
587 SA Single WCED4SUD-17W-830 LED Wall Light 0.850 1164 17 38 SB Single EALS03_H4AH730________-ELS-EAL-
FBL-BLCK
LED Pole Light 1 Head 0.850 17200 140
1 SB1 Twin EALS03_H4AH730________-ELS-EAL-
FBL-BLCK
LED Pole Light 2 Head Twin 0.850 17200 280
59 SD Single venus-573623 LED Bollard Light 0.850 3241 37.29 39 SE Single EPAS02_07B30__A_ LED Post Top Light 0.850 6800 65 Walkway #118 Illuminance 2.73 6.7 0.6 4.55 11.17
Walkway #119 Illuminance 2.50 4.2 0.8 3.13 5.25
Walkway #12 Illuminance 2.04 4.6 0.5 4.08 9.20
Walkway #120 Illuminance 0.67 1.2 0.3 2.23 4.00
Walkway #121 Illuminance 0.45 0.8 0.3 1.50 2.67
Walkway #122 Illuminance 0.33 0.5 0.2 1.65 2.50
Walkway #123 Illuminance 1.32 3.3 0.2 6.60 16.50
Walkway #124 Illuminance 2.42 5.2 0.4 6.05 13.00
Walkway #125 Illuminance 1.50 2.2 0.2 7.50 11.00
Walkway #126 Illuminance 0.85 1.5 0.2 4.25 7.50
Walkway #127 Illuminance 1.87 4.9 0.2 9.35 24.50
Walkway #13 Illuminance 5.70 8.5 2.5 2.28 3.40
Walkway #14 Illuminance 0.63 1.2 0.2 3.15 6.00
Walkway #15 Illuminance 3.16 6.5 0.4 7.90 16.25
Walkway #16 Illuminance 0.33 0.5 0.2 1.65 2.50
Walkway #17 Illuminance 0.63 1.1 0.2 3.15 5.50
Walkway #18 Illuminance 3.12 6.0 0.5 6.24 12.00
Walkway #19 Illuminance 1.08 4.1 0.2 5.40 20.50
Walkway #2 Illuminance 1.23 9.1 0.2 6.15 45.50
Walkway #20 Illuminance 2.95 5.3 0.6 4.92 8.83
Walkway #21 Illuminance 1.60 1.6 1.6 1.00 1.00
Walkway #22 Illuminance 2.38 4.3 0.5 4.76 8.60
Walkway #23 Illuminance 2.73 3.9 1.8 1.52 2.17
Walkway #24 Illuminance 0.88 2.4 0.2 4.40 12.00
Walkway #25 Illuminance 1.30 1.3 1.3 1.00 1.00
Walkway #26 Illuminance 1.95 3.6 0.3 6.50 12.00
Walkway #27 Illuminance 3.22 6.9 0.7 4.60 9.86
Walkway #28 Illuminance 1.15 1.5 0.8 1.44 1.88
Walkway #29 Illuminance 0.35 0.5 0.2 1.75 2.50
Walkway #3 Illuminance 1.65 6.3 0.2 8.25 31.50
Walkway #30 Illuminance 3.23 7.3 0.2 16.15 36.50
Walkway #31 Illuminance 2.03 5.7 0.2 10.15 28.50
Walkway #32 Illuminance 1.75 7.2 0.4 4.38 18.00
Walkway #33 Illuminance 1.93 6.6 0.3 6.43 22.00
Walkway #34 Illuminance 2.20 5.3 0.2 11.00 26.50
Walkway #35 Illuminance 1.07 1.4 0.6 1.78 2.33
Walkway #36 Illuminance 10.10 18.9 1.3 7.77 14.54
Walkway #37 Illuminance 5.80 5.8 5.8 1.00 1.00
Walkway #38 Illuminance 1.45 2.2 0.7 2.07 3.14
Walkway #39 Illuminance 3.53 4.8 2.4 1.47 2.00
Walkway #4 Illuminance 0.79 6.1 0.2 3.95 30.50
Walkway #40 Illuminance 2.60 5.4 0.2 13.00 27.00
Walkway #41 Illuminance 0.60 0.9 0.3 2.00 3.00
Walkway #42 Illuminance 3.70 4.1 3.3 1.12 1.24
Walkway #43 Illuminance 0.30 0.4 0.2 1.50 2.00
Walkway #44 Illuminance 3.10 6.7 0.8 3.88 8.38
Walkway #45 Illuminance 0.95 1.7 0.2 4.75 8.50
Walkway #46 Illuminance 2.12 4.1 0.3 7.07 13.67
Walkway #47 Illuminance 2.74 5.0 0.4 6.85 12.50
Walkway #48 Illuminance 0.90 2.3 0.2 4.50 11.50
Walkway #49 Illuminance 2.02 4.5 0.4 5.05 11.25
Walkway #5 Illuminance 1.51 6.4 0.2 7.55 32.00
Walkway #50 Illuminance 0.75 1.9 0.2 3.75 9.50
Walkway #51 Illuminance 4.30 4.8 3.8 1.13 1.26
Walkway #52 Illuminance 3.50 5.7 1.9 1.84 3.00
Walkway #53 Illuminance 1.72 5.5 0.2 8.60 27.50
Walkway #54 Illuminance 4.35 6.6 2.1 2.07 3.14
Walkway #55 Illuminance 2.23 6.1 0.3 7.43 20.33
Walkway #56 Illuminance 2.30 5.8 0.5 4.60 11.60
Walkway #57 Illuminance 2.55 4.8 0.3 8.50 16.00
Walkway #58 Illuminance 1.80 5.9 0.4 4.50 14.75
Walkway #59 Illuminance 1.20 2.2 0.2 6.00 11.00
Walkway #6 Illuminance 1.53 6.5 0.2 7.65 32.50
Walkway #60 Illuminance 0.68 1.9 0.2 3.40 9.50
Walkway #61 Illuminance 0.38 0.6 0.2 1.90 3.00
Walkway #62 Illuminance 1.45 2.9 0.3 4.83 9.67
Walkway #63 Illuminance 0.53 1.1 0.2 2.65 5.50
Walkway #64 Illuminance 2.12 5.8 0.4 5.30 14.50
Walkway #65 Illuminance 0.65 1.4 0.2 3.25 7.00
Walkway #66 Illuminance 1.85 3.3 0.4 4.63 8.25
Walkway #67 Illuminance 1.50 4.8 0.2 7.50 24.00
Walkway #68 Illuminance 1.53 2.7 0.8 1.91 3.38
Walkway #69 Illuminance 3.27 4.0 2.6 1.26 1.54
Walkway #7 Illuminance 1.76 7.0 0.2 8.80 35.00
Walkway #70 Illuminance 0.95 2.8 0.2 4.75 14.00
Walkway #71 Illuminance 1.78 5.3 0.4 4.45 13.25
Walkway #72 Illuminance 1.44 5.4 0.2 7.20 27.00
Walkway #73 Illuminance 2.32 3.1 0.7 3.31 4.43
Walkway #74 Illuminance 1.20 2.2 0.2 6.00 11.00
Walkway #75 Illuminance 1.80 3.4 0.3 6.00 11.33
Walkway #76 Illuminance 2.70 5.4 0.7 3.86 7.71
Walkway #77 Illuminance 0.82 2.1 0.2 4.10 10.50
Walkway #78 Illuminance 3.30 3.3 3.3 1.00 1.00
Walkway #79 Illuminance 1.15 1.9 0.4 2.88 4.75
Walkway #8 Illuminance 2.02 8.7 0.2 10.10 43.50
Walkway #80 Illuminance 2.06 4.6 0.3 6.87 15.33
Walkway #81 Illuminance 2.22 4.3 0.8 2.78 5.38
Walkway #82 Illuminance 0.33 0.4 0.2 1.65 2.00
Walkway #83 Illuminance 5.27 8.3 2.7 1.95 3.07
Walkway #84 Illuminance 1.90 4.6 0.2 9.50 23.00
Walkway #85 Illuminance 0.50 1.2 0.2 2.50 6.00
Walkway #86 Illuminance 2.42 5.9 0.5 4.84 11.80
Walkway #87 Illuminance 2.80 2.8 2.8 1.00 1.00
Walkway #88 Illuminance 2.98 5.3 1.3 2.29 4.08
Walkway #89 Illuminance 1.78 4.4 0.3 5.93 14.67
Walkway #9 Illuminance 1.32 6.8 0.3 4.40 22.67
Walkway #90 Illuminance 1.38 4.6 0.2 6.90 23.00
Walkway #91 Illuminance 4.47 5.2 3.3 1.35 1.58
Walkway #92 Illuminance 3.55 3.6 3.5 1.01 1.03
Walkway #93 Illuminance 3.53 7.0 0.7 5.04 10.00
Walkway #94 Illuminance 2.12 3.9 0.8 2.65 4.88
Walkway #95 Illuminance 1.95 3.7 0.2 9.75 18.50
Walkway #96 Illuminance 1.00 2.4 0.3 3.33 8.00
Walkway #97 Illuminance 1.27 2.3 0.4 3.18 5.75
Walkway #98 Illuminance 1.33 3.0 0.3 4.43 10.00
Walkway #99 Illuminance 2.27 3.3 0.8 2.84 4.13
Zone Property Line Illuminance 0.00 0.2 0.0 N.A. N.A.
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
E-1.4
PHOTOMETRIC SITE PLAN
AREA B
PHOTOMETRIC SITE PLAN - AREA B
NORTH
1/40" = 1'-0"
0 40' 80'20' 120'
KEY PLAN
THIS SHEET
B
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1205
V') ~i.
N
,_f "
0 V "' .. ~ ~
= "' '" ~"'
=· 1l
•n ~,o
l
e
"' " "'
ci .~
Ui
V C
·;: r'°)
~ Si
C ~ ~
o·i'
t ,;: ,-,-~c,
0 V, ~
-< °' °' V, E u .. .,. 0
~
"' "' • "' ,-
C,i
"§ x "---,; <I! -
•
•
•
•
•
•
•
•
•
•
•
• •
•
• •
•
··~---,,----,
••
••
•
• •
•
•
r
•
•
•
..
..
"
•
I
' I
' I .
I .
I
I • I . f-c"l;'jl_L
I
I
!
I
' I
I
I
I .
I
' I
I
I •
I
I
' I
I
I
' I
I
' I .
I
I
' I
' I
I
I
' I .
!
I
I
I
' I
I
' I I •
I
' I
I
' I
I
I
1!
r
I·
1f
II.
I
I
I ,.
I
1·
1·
' I•
I .
I
1·
1·
I
I
• •
•
•
••
•
• 0
•
•
• •
•
•
•
0 -------------------
""-~--
••
0 w ,,.w
~
•
•
•
• •
0 0
0 • •
------
••
0 ••
••
•
i
•
•
-----------
• •
• • • •
•
••
•
•"
•
••
•
•
• 0
•
••
•
•
.-
• •
"•
•
••
••
•
•
• •
• •
•
•
•
•
•
•
•
•
~
~
0 ~
" f-+-1--<'-<;
A
/ •
(
·utm· . . .
. . .
+ + + +
·utm . . . . . . . .
•
•
•
•
II 11
'? l'..9 0
l
z
<(
s
0 (j
0 2
ll'.'.
<(
.J
.J
w
~
0 2
1-
z
Lil
::;;:
11. 0
.J
Lil
> Lil
0 L<I
s
(I)
L<I
.J
,I:
Lil
0::
68 catana
rancho mirage, california
22024.01 03/07/2024
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
E-1.5
LIGHTING SPECIFICATIONS
LIGHTING SPECIFICATIONS
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1206
N -
-M
"' '" -•n
'l,) N "i C ~ ~
·-' t--t---
c C'\ o,; -.. .,.
"' "' -x
1~
~{]
I l
~--=:----ii ,.
"' o,
lt
' • '"'" l!!i! .:.:;.:.;~n I t
ti • i~
' ' ' j
l
[ ! ' -• "' ;r i!: ~ N
a I~
• ~!
-~ I;!
Ii I ! =-.. ~ ~ :'.! "' . " ---... • • l l i i --• l I! it l ! 11 I ' Ii • I } 'J '8
I l 1'1· i ; i!·i! •
"i~.i i
' '
l l .
J ' ;
'
l ~ i•; • -
l ll. i 1 ., 'i' ! I ;: :i ~
•1••·~ , .. •.•.:,::I~~
1:-·: !• ' ' ' :l1,,~n5'!:1Hl]l "~ -. ' -. '
j ! . ; ,W: I J ,
' • ' l l ' s i ~ ; Ij_
• J
hi • J
f ~ l
' j '
'
~
l
I l J
I ; ~ i
·f1, j
. ' . . !
'
~
l
i I ~ I • • ' • •
ilil ! ! EBH;ill!~-U;
I
!l!I•••••
••• • • 1; :
J !S!!~!;!~!!~!;
!!i:!!!i !!!i!i
!J!JB B55
!! !! !!! !!:!!!
I ' ;, 's
' t~t ' la ;d
~,:::
l! t2'i,J
"1.., l! ;r,!ni t :! :.! 2 ;i •fl3" =: l' •
C:i&:"::! :{ ::i" "' Ii Ii:!:::!::! 'l :iei t
I! ' '. r d ~ ' i1ll ,,, 'Li '· JI ' .. lf] ] .. : ~iJ
!I 'JI''! Jj .l l! --l g -
l 3. j) l j
•
"' 0
"' " :g •
~
I g
m
' ~
j
0 I I I
z
" >
I
1 !
i ~ t
• 0 •
Cl.
~ V,
., 11
"' "'- 0 a. •
C E
• UJ s
...J 0
,.,,,
• " -., ~ _,
..::: "
-'!
~ ~
0 •
a
'iv
> >
" w « "
i1, t, I
2~~
~ i..,
-'z l!
' -i· ' ! il~ illil
••• •. , l1f,
!!ii
i T
a !
j
I ! I i
I
~"'°'•1-~~. <:{~••.tti''" ~:
~
'
' ' ' ' ' •
! !
' '
! I
I I
' '
' ' •
!
•
!
!
'
l
, . ..
jl ,!
l
i ,
• '
i I , '
:;; ,,
I ' 1 I ' ' '
' ~ ' I ~ ~ ' ' ' •
! !
' ' •
' "
I ' ! I l '
' '
8 ! I ' ' '
" ' ' ' '
.h F
' fl
0 ~ ~ •
$
a • • • '
! !
' '
I !
I I
' '
g
-
1 ,
' '
' '
"
•
l ' •
* '
I • '
'
' •
' "
s
ii=
• ti •
g
•
'
!
' '
"
l
I
~ • ' i ' ' ' : l ' ' ' ' '
! ! !
'
r,
'
' ' '
I ! ! ~ ~ !
,, ! I ! ' ' ' '
' ' ' ' ' '
,, .i.
F
! l
'
' ' ' •
G
' 1 ~ ' -
~ $ '
a
'
a
' ' '
s • -
a
' --' ' '
1 ! !
'
~I-
' '
' ' '
! ' ! ! ~ ; ! '
! ! 8 ! ' ' g
' ' '
' l ' ' ' ' '
.,
i=
·u
'
'
a
' • ' i • ' '
!
'
;
'
' ' ! ' '
! 1 !
' 1 a
! !
' ' ~ ~
!
r,
'
' ! '
! !
' '
I llil
l i.
l JI
~ &:.
~,iu
i I ! ;
' ' $ ' l ' ' ' •
!
' '
~r-
'
' I ' ! ' '
' ! ! ' ' '
' ' l '
L ,ll
F
l
t
•
G
~
$ '
!
'
' •
!
'
' ~
g g
' '
' '
! I
8 ' ' '
' '
• i=
·H ,·
<Y
' ' •
'
'
;;-,
' • ~
" ' • ' • a
' ... ' > :§
~
I
; 2
' •
• • . e v
• • '" ' ' i • ' " ~
s
~
!
~
' - '
C
0 ' .Q
" s l E 2
' "
C
.g
~
" ~
c.,
.,; ,..: .,;
.S-,1:
I
•••
13.~~ .,.
__J
;:: w
Cl
(9
z
l
o
0 LL
w
__J
0 CL
I
I
(9
__J
__J
;:: w
0 (9
z
l
o
0 LL
ti;
0 CL
I
I
(9
__J
' I
' I
z
<(
s
0 (j
0 2
ll'.'.
<(
.J
.J
w
~
0 2
1-
z
Lil
::;;:
11. 0
.J
Lil
> Lil
0 L<J
s
(I)
L<J
.J
,I:
LIJ
0::
69 catana
rancho mirage, california
22024.01 03/07/2024
RESTRICTIVE NOTICE
DATE SIGNED: 1/3/24
© 2017 GOUVIS ENGINEERING CONSULTING
GROUP INC. - ALL RIGHTS RESERVED
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY
OF GOUVIS ENGINEERING CONSULTING
GROUP. THEY ARE THE SUBJECTOF COPYRIGHT
AND OTHER LEGAL PROTECTION. THEY MAY BE
USED ONLY BY THEIR INTENDED RECIPIENT AND
ONLY FOR THE PROJECT DEPICTED HEREIN. NO
PART OF THESE DRAWINGS ARE TO BE COPIED,
TRANSFERRED, REPRODUCED, NOR CAN THEY
BE USED, IN WHOLE OR IN PART, BY ANY OTHER
PERSON OR FOR ANY OTHER PROJECT OR
STRUCTURE, WITHOUT THE PRIOR EXPRESS
WRITTEN CONSENT OF GOUVIS ENGINEERING
CONSULTING GROUP
PROJECT:
ARCHITECT:
DEVELOPER:
LOCATION:
ENGINEER:
DRAFTER:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
DESCRIPTIONDATENO.
REVISIONS
66505
CATANA PDP PA1
SITE LIGHTING
McKellar McGowan
RHA Architects
Rancho Mirage
CA
NOT FOR BID OR
CONSTRUCTION
ISSUED DATE:XX/XX/XX
E-1.6
TITLE 24 LTO OUTDOOR FORMS
TITLE 24 LTO OUTDOOR FORMS
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1207
STATE Of CALIFORNIA
Outdo or Lighti ng CALIFORNIA ENERGY COM MISSION
CERTIFICATE OF COMPUANCE NRCC-LTO-E
,Projecl Name: C.,t;ma POP PAl _lie port Page: (Page 3 of 7) I Date Prepared: 1/3/2024
F. OUTDOOR LIGHTING FIXTU RE SCHEDULE
,For new oro/tered lighting sy5tem5 demon5trating complion ce with 140.7 / 170.2(e)6 all new luminaires beillg imtoffed and any existing luminoires remoiriirtQ or being moved withi n the spaces covered by the permit appfication a re included iri the Tc,bfe below. For altered lighting systems usir19 rhe £"1(isting Power method per 141.0(b)ll only new iuminaires being l
instolled ond replccement lumim:rires being in5talled as port of the project scope 1Jre included (ie, existing lltmin aire'S remaining or existing luminaires beillg maved Gre not included).
Outdoor lighting attochedto multifamily buildings and contra/fed {tom the JJtside of o dwelling ur1it are included in Tc,ble H, and are not included hete. Alf other multifamily outdoor 1/ighting is included here.
Designe d Wattage :
m I m I m I m I m I m I m I m I m I m
Cutoff Req. > I Field
I
How; , I I I
Exclud ed per I 1 6,200 Initial Inspecto r Name or It em I Watts per Total Nwmber Lumin2 ire Complete Luminair e Description WJtta e 140 .7(.i) / Design Watts lum1m outp i;t I Ium inaire U d(!te rmi~e d Lu minaires 2 Ta, Stal us3 170.2( e)6A 130.2( bl / I Pass I f ail
SA SA 17W LED W.i ll Light ID Line.ir I 17 I Mfr, Spl:!C I SB SEI 140W LED Pole Light D Linear 1< □ Mfr. Spec
SB1 SEil 280W LID Pole Light D Llne.ir 280 Mfr. Spl:!c Doul:,le Head so SD 37.3-W LED Bollard Light D Lini!!ar 37.3 Mfr. Spec SE SE 65W LED Post Light ID Llne.ir I " I Mfr. Spec I
• NOTES: Selections wil h a• ~ulre ill note In the spa~e helowexp lalnln8 how comF)Han,11 is acnleved.
IEX: Lumlna/re Is llphtlng a mi~; EXCEPT/ON l ta 130.l{b) S87 I New I □
"
New □
1 New □
59 ••• □
39 I New □
'total Desig n W:;itts:
'FOCJTNarES: Authotlty Halo'Jng lurlsdldlan may ask for Lumlnalre cut sheets to confirm wattage used for camp}lonre per J.3(HJ(c) / 160.S(b) 160.5(c)14
I 9',9'79' I NA: < 6200 I
lumens □ I □
S.,320 NA:<6200 I
lu m en5 □ I □
280 NA: < 6200 I
lumens □ I □
2,200 .7 NA:< 6200 I
lu m en$ □ I □
2,535 NA: < 6200 I
lu m ens □ I □
20:u~
1 For /i,.eot lumiMireJ, worrai:,esh<.iu/db-e lfldicoied os W/1/lnsieod O{W\:JtU/IUoJiMite. r.naJ Jirteat feei should be lndicrmdi" column 05 fl)stead o[rtumbet o/ lumirtolffl. 3 Sel~ct "New" for new ,umlna!re-$ In a m!Woutdaor/lghting project, or{ot ~Jum/nol~ In on olterotlon. Se/e!:t ~Alrert:d" fortfP/ol:emenr lumlnol/'1/i in an olteroUOn. Sekcr •txtstlng to Remain" for existing luminalres within the ~t scope that ore not being altered and rH'r! remaining. Select "ExlstlnQ Relmtolled' for f'llist/llQ Jumlnalres which are being re.m<Jlled and reinstalled as port of th~ pn,Ject !cope.
4 Complir;,nce wi!/1 m~mdofl>t)I ~feAAfl9 reqWem1m/~ i~ reqvired /rJr Wmfnr,;rr, l"i/11 ini(io/ lvmefi oorpvr :,..,, 6,Ul(I Irrrl= !l)'ernpfe(:I by lJO.l(b// l6Q,5(c) CA Bulldlng Energy Efficlcncy St::mcbrds - 2022 NonrcsldentlJI Compll~nce
STATE OF CALIFORNIA
Outd oor Lighting
,CERTIFICATE OF COMPUANCE
Project Name; C..tana POP f>A1
Generate,;! D~te/nrne ;
Report Version: 2022.0.000
Schf!ma Version: rl!V 1022<1101
IReF)Ort Page:
[Date Prepared:
Ooc:umenta1fon SOltware; EnergyPre>
Compll:Jr,cc ID: EnergyPro•30213·0124-0862
Re pat Gellf!l'iltf!d: 1014-01-0113:43:09
CALIFORNIA ENERGY COMMISSION
NRCC·LTO-E
[Page 6 of 7)
1/3/2024
LM . LIGHTING ALLOWANCE : PER SPECIFIC AREA J I This section does not apply to thfs project. [N. EXISTING CON DITIONS POWER AUOWANC E (alteration s only) !This section doe5 not apply to this project.
0 . DECLARATION OF REQUIR ED CERTIFI CATES OF INSTA LLATION !selections hove been made bGred on information provided in thisdowment. ff any selection has been changed by pennit applicant, on explanation shoukl be induded in Table E. ~ dditlonal Remarks. These d=menf!i mu5t be provided to the buildirig inspector during construction and cori be found online Form / Title
NRCI-LTO-E - M ust be submi tt-ed for .i ll buildings
P. DECLARAT ION OF REQUIR ED CERTIFICATES OF ACCEPTANCE l~e/ections hove been made bGied on information provided in this document. ff anv selection hos been changed by pennit applicant, on explanation should be included In Tobie E. ~ dditlonol Remarks. These dowments must be provided to the building Inspector during construct/on and must be completed through an Acceptance Te5t Technician Certification ,Provider (ATTCP), For more in/ormoricri visit: http://www .energy,ca, gov/tit(e24/attcp/providers ,htmf Form/Tit l e
NRCA-LT0-02- A - M ust be submitted for all outdoor ligh t ing controls eiccept for alteratio ns where controls arE added lo<= 20 luminai res.
CA IMldlnc Enercv Effitlene,,, Standerds - 2022 Nonresidential CompUaMe l;,eneraled Date/Time:
Report version: 2022.0.000
schem~ ve~lon: rw 20U<J101
5yslem s/Spaces To Be Field
Verified
Driveway, Wa lkways;
Driveway, Wal kways;
Dccument11lion So~ware: Energy~rc,
COrnpijarice ID: EnercyPro-3Q213·0124-0862
RQp()fl Gen.er.ited, 2024-01·02 i3:43;0~
I
I
I
STATE OFCAUFORN!A
Outd oor lig htin g CALI FORNIA ENERGY COMMI SSION
:cEmACATE OF COMPLIANCE NRCClTO-E
Pr-ofect Name: Cirtana POP PAl _llteport Page: (P.ige 2 of 7) l □ ate Prepared: 1/3/2024
C. COMPLIANCE RESULTS
IRes(.1/tsi,t this table are outomatically cokuf rJ r,e.d from dmo input and w lcvlotioris in Tobles F through N. Note: if GnyceJ/ OIi tMi table soys "COMPLIES with Exception GI Coriditicns" refer to Table 0. Ext:eptional Conditions for guidance or see applicable TGble refe renced below.
Cakulations oflot al Allowed Lighti ng Pow er (Watts) 140.7 / 170.2(e]6 or 141.0(b]2L / 1go.2(b)4Bv 01 I I 02 I I 03 I I 04 I I os I I 05 I
Comp liance Results
I I 08 I 09 07
Genera l
"'
P€r Specific Exist ing
Hard scape Sales Orn am ental Power
Allowanc e •
Applicat ion
• Fra ntaGe • 140.7(d )2. / •
Area OR Allo wance
140.7(d )1 / 140 .7(d}2 / 140.7(d l2 170.2 (e)6 140.7(dl2 / 141.0 l b)2l/ 170.2(e)5 170.2.(e)G (See Table K) !See Table l ) 170.2(e l6 180.2(b )4Bv (See Table I) (See Tab le J} (See fa ble M) {See T.ible N) Total Allo wed
I ' I
Total Actu al
I 07 mU$tbe> =08 I !Watts) (Watts)
21,6n • • -- • • - - OR 21,677
'
20,31S COM PLIES
Shie ldin g co m pli ance \See Tabl e G for Deta ils) N/A Cont rols Campli ;m ~e (See Tab le H fu r Det .ii ls) COM PLIES D. EXCEPTIONAL CONDIT IONS I
l!llis wble /5 uuto-/11/ed with ur1edltolJle wmmer,t!i be~uuse of selef;l:kms made or duw entl!red in tables throughout the form , J E. ADDITION A L REMARKS J
l rhis tabJe include! rem orb made by the petmlt opp/icant to the Authority Having Jurfsdictfon.
Generated Date/Time;
CA Bulldlns Energy Efficiency St.indJrds - 2022 NonrcsldentlJI Compliance Report \Jeislon: 2022.0.000 Schema Version, n,y 10120101
Oowmentatio n ~~ware; EnergyPre>
CompllJncc ID: Energ'JPro•31>213-0l2.4•0862
Report Generated: 1(]24-01 ·0213:43:09
STATE OFCAUFORNIA
Outdoo r lig htin g
ICE"11ACATE OF COMPLIANCE
Proje ct Name: Catana POP PA1
I. LIG HTING POWER ALLOWANCE (per 140. 7 / 1 70 .2(e))
rhis table lnr;ludes areas using allowance rolr:u/ctions per 140. 7 / 170.l(e). Generol I
Hordscape Aflowance is per Table 140.7-A/rub!e 170.l-R while "Use it or lose it" Allawance5 Gre per Table 140.7-B/Tob/e 170.2-S. lndkote which allowances are being used ta expand se ctions for user input. l./Jmlna!res that qualify for one of the "Use itor Jose ;rw allowances sho/1 not quGlify for anather "llie it or lase it " allowa nce.
Outdoor lighting ottoched to multifamily buildings and controlled from the inside of o dwellin g 11nit are included in Table H. arid ure .not /nr:Juded here. All other multifamily oatdoor lighting is included here.
l iteport Page:
l □ ate Prepared:
cg) General
Hardscape
Allowan ce
Table I (belo w )
!Calculated Gener.al Hardscape Lighting Pow,er Allowance per Table 140.7- A for Nonres idential & Hotel/M otel oo I ro I ~ I os
Area Descr ipt ion
Automot ive Hardscape
Pedest rian Hardscape
J, LIGHTING ALLOWANCE : PER APP LICATION
I This section does not opply to this profect.
I<. U GH TING A LLOWANCE : SALES FRONTA GE
Area Watt age Allowan ce (AWA)
Illum inated Area
(ft l)
270632
1S0142
Allmved Density
IW/ftl)
0.021
0.021
Area Allowance
[Watts)
5683.3
3153
CALIFORNIA ENERGY COMMI SSION
NRCC-1.TO-E
(P.ice 5 of 7)
1/3/2024
01 "Use it or lose it " Allowance (select all that apply) (select all that apply) D Per
Application
Table J
06 D Sales Frontage
Tai)le K
07 D Orname ntal
Table L
08 Linear Wat tage Allow ance (LWA)
Perim eter length
(10
17551
45405
Allowed Den sity
(W/lf )
0.2 0.2
Linear Allowance
(Watts)
3510.2
9081
Initial Wattaj:e-All owan ce fu r Entir e Sit e (Watts):
Instances of Initia l Wattage All owance (LZ O on ly]1
Ttital Gene ral Hard 5cape A llowance !Watts) :
D Per Sp&ific
Am
Tabl e M
09 Total General
AWA + LWA
(Watts)
9193
12234
250
21677
I
I
I
I
[!his section does not apply to this profect. J
L. LIGH TI NG AL LOWA NCE: ORNAMENTAL
l rhis u·ctian does not apply ta this proiect .
CA Oulldl~c En era Efflcleney SuMa rds - 2022 Nonresldentllll Compliance Genented Date/ lime :
Report veisron: 2022.0.000
SChema wrsion, m zo220101
J
Documentation Softwiirf!: EnergyPra
Compll8nce 10: Ene,evf'ro-31>2J.3.0124-0862
Report G0nera1ed: 2024-01.w: 23:43:0~
I
I
I
STATE Of CALIFORNIA
Outdoor Lighting CALI FORNIA ENERGY COM MISSION
CERTIFICATE OF COMPLIANCE NRCClTO-E
This document Is used to demonstrate complionce with requirements in 110.9, 130.0, 130 . .2, 140.7, and 141.0{b}l l for outdoor lighting scopes using the prescriptive pGtfl for nonresident/a[ ond hotel/mote/ occupancies. It is G!so used ta docwnent compliance with requirement5 iri 160.5, 17G.2(e)6, 180.l(o) and 18G.2(b}4Bv fo r outdoor lighting 5ropes u5ing the prescriptive path for multifamil y and mixed-use occuponcies. Multifamily includes dormitory ond senior Jiuing foci/Wes.
Project Name: C..una POP PAl I Report Page: (Page 1 of 7) Project Add res$: Rancho Ml rose, CAI Date Prepared, 1/3/2024 A . GENERA L I NFORMATI ON
lli
Ol
2 Project Locatio n (city) _F, ancho M irag,e, CA
Climate ZORE 115
04 !Total lllu mi n.ited H.ir~hc.ipe Area (ft1) 142077 4 03 Out door light in.5: Zone per Title 24 Part 110.11 4 or as desiiflated by Authori ty Having farisdiction !AHJ):
□ LZ-0: Very LOW- Undevelopi!!d Par kland O LZ-2: Modi!ra.te- Urban CluStl:!rS D I LZ-4: High - Must be reviewe d by CA Ertl:!r"gy Commiss ion for Approva l ~
LZ-1: tow- Rural Areas [8J LZ-3: Moderately High- Urban Areas Occupancy TVJ)eS within Project
• All Otlier Oocup.incies
B. PROJECT SCOPE
This table include:; autdoo1 lighting SY5tems that ore within thc swpc of the permit applicorion ondore demonstro ting compliance vsing the prescriptive path ovtlined in ! 40.7 / 170.2{e)6 or 14l.O(b} 2L/ 180.l(b)4Bv for alterations.
M Y Proje ct con sists of:
01 02
0 N- Lightil't{: 5~t@m M ust Compl y w ith Allowar"u~es fr"orn 140.7 / 170.2(e) 6 D Alte red Ughtlng System Is you r alteration Increasing the connec:te d llgh~lng load (Watts)? 0 "' 0 No 03 04 OS
% of D:lstln.g Lumlnalres Being Altcre d1 Sum Total of Lum inaires 8ein,g .\di:fed or Alte red C.ilcu lation M ethod □ < 10% D >= 10% and < 50% D >= 50%
Please prOtted to Table F. Ou tao or li(Jhtin(J Fi~ture Sthedufe ro define the projett's lum inoite s. 1 FOOTNOTE'S:" of Dd~lna Wmlnalres Belna Altered • (5tJm Tata! of Lumfnalres Be Ina Added or Arw-ed/bilsttna Lumlnalres within the scape of the Permit AppfJcatlan} 11100.
CA BuOdlng Energy Efflclcncy St.indJrds - 2022 Nonrcsldcntral CompO~nce
STATE OF CALIFORNIA
Outdoor Lighti ng
CERTIFICATE Of COMPLIANCE
Project Name: C..tana POP PAl
G. SHIELDING REQU IREMENTS (BU G)
This section does not opp(y ta this project.
H. OUT DOOR LIGHTING CONT RO LS
Generate<! D.rte/nme ;
Report Version: 2022.0.000
Schema Vers1an: rev 102~11)]
Report Page:
Date PreJiared:
O<.>eumentatio n ~~ware; EnergyPre>
Compll~ncc ID: Ene'8'(Pro•31>213-012.4•0862
Report Generated: 1(]24-01-0213:43:09
CALIFORNIA ENERGY COMMI SSION
NR.CC-lTO-E
(P.ice 4 of 7)
1/3/2024
Th/5 table demonstrates compliance with controls reqvirementsfor all new or altered lumin aires in.staffed t15 pafl of the permit opp/ication . For al teration projects, {uminaires which are existing to remain (ie untouched} Gnd /umina/res whidl ore removed and reinstolled (wiring only) do not need to be included in this table e~en if they are within tile spaces covered by the permit application.
Outdoor /ightingf<ff' nOJ1residentiol buildings, parking gorages Gnd wmmon service areGS in multifamily buildin gs must be documented separately from outdoor /ighh'ng attm:hedta multifamily buildings ornl coritrorted from the inside of a dwelling unit M andatory Centrals for Nonresi dentia l Occup ancies, Parki ng Garages & Comm on Area s in Multifa,m ily Bui ldin gs 01 02 03 04
Are~ De, cript ion Shut-Off Auto-S chedule M ot ion Senso r 130.2( c)1 / 160.5(c.) 130.2(c)2 / 160.S(cl 130.2{c)3 / 160.5(c.) Driveway, Walkways Photocontro l Provided Provided
Driveway, Walkways Ast ronomic al Timer Prov ided Provided lFOOTNOTE: Text has .been obbreviored, please refer to Table 160.5-A to oonfirm compliance with the specific fight soLtrCe technologies listed. 1,twthorlty ha~inp jumdiction may ask [or curslleets or otllet doasme-otution to confirm compliance a[ light sourtt . 3Recessed /umJnafnos mcrkffi [or use In [Ire-roted !nstollatJons, arid recessed /umfnolre.s Installed In non-Insulated ceJlJngs ore excepted from II ond /II.
CA BuHdlnt Enerev Efficiency Standard5 - 2022 Nonresidential COmpnance
STATE OF CALIFORNIA
Outdoor Lighting
CERTIFICATE OF COMPLIANCE
Pl'<ljcct Name: Clnana POP PA1
Proj ect Add111SS!
DOCUMEN TAT ION AUTHOR 'S DECLARAT ION STATEMENT
l;,eneratl!d Date/rime:
Report Ve~on : 2-022,0,0C(I
schema version: rev 20220101
IRc.,.,rtP.q,e:
Rancho Ml rose, CA l □ •M Prepartrd!
I certify that th is Cert ificate of Compliance documentation is ac;curate and complete, --1-/,b IJ.ocumematlon Aut~or NamR:
Company:
Gou~ls Enginee ring Consu lting Group, Inc.
Addre,s:
Cit~/Slate/2ip:
RESPON SIBLE PERSON'S DECLA RATION STATEMENT
I «nify the lolltl'IO'lr1i! ...,der P"n•ltv of perjury, under the laws of the State of C..61omla:
t . The inklrmation pro,lded on this Certifime of Compliance is true aod corre-ct.
Oocumenta1lon Aulllor 5Ign"1urtr:
Signatun, 0..to:
2024-01--03
CEN HERSCert~icatlon ldenUfic.Uon (ifappllc.ble):
Phone:
OS
Field lnsp ed or
Pass f ail
□ □
□ □
Oocumentatian Softwarf!: EnergyPra
Compll8nce 10: Ene,evf'ro-31>2J.3.0124-0862.
Report Genero1ed: 2024-01.w: 23:43:0~
CALIFORNIA ENERGY COMM ISSION
NRCC.l TO-E
u•111e 7 of 7)
1/3/2024
0 I/ 4 7
2. I am eligible 11nder Divi,ioo 3 of the Bu,lness and Professions Codi-to accept responsibility for the bu~dinQ de,isn or ,y5tem desl8h identified on this Certificate of Comphnce (responsible designer\ 3, The •""'11¥ features and performance specificatians. rnarterial>, comp.,,.,nt,;, and manut..ctu,e<I devices for the buiklina; de,ign or ,ystem de,ign identified on thi, Certificate of Complianco canlorm to th., re-GUCrements of n1e 24, Part l and Pan 6 of the Caliio,nla Cade of fle!'llatlon,.
4. The buikll111 de.!flln features or sy,Iem design features identlll,,d on this Certificate of Compliance are consistent '"1th the lniormatlon prOYlded on other applicable compliance document,, worksheet., calcula1lon,, plans ~nd ,pECifi,aUl)l'l5 submitted to the enforcementagency For approval with this building permit •pFlicatlon.
5. I w1• em.ure that a o::,mplete<I signed o:,py of thi> C..-tificate ofCompfta.-.c:e shall be made a•ailable with the bl.OldJ18 permit(sj Issued for the building, and made ,.,.ilable to the enrorcement agency ror a:I applicable irupectkon,. I understand th"1 a completed signed copy of thl, Cer1mc:ite of Compliance i, required to be irick ded ..,ttt, the documentaHon the builder pro.,;des to the building <••mer at occupancy.
Rl!<poMible Oesigner ~me,
MEHDI HOSSEINZADEH
Company:
GOUVIS ENGINEEfl.lNG CONSULTING GROUP, INC.
Addre'5:
l S Studebaker
City/State/Zip:
Irvine CA 92.618
CA BuikH~ EneflY Efficie ncy Standards· 2022 Nonresidential Compriance Responsible llesigner S.1na1u,e:
oateSig,,ed:
2024-0HB
l..iceruie:
E 22037
Phone:
949-752-16 12
Generated D;ita/nme:
Report Version: 2-022.0.000
Schema Version: rev 1022.0101
/)A
I V
I jl /
Document~tion Software: EnargyPro
Compliance 10: Enel'g'p'f>ro-300Jl.0124-0862
Report Generated: 2.024-01-0l 2.3:43,09
~
GOUVIS
enui~!,!!ll!D®
I 5 Studebaker
Irvine
CA926l8
Irvine
tel 949. 752_ 1612
fax 949.752.532 1
Palm Springs
tel 760.323.5090
~
~~
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
2 1
2 1
2 3
2 1
2 1
2 1
3 2
1 2
1 2
1 2
1 2
1 2
2 2
2 1
3 3
2 1
2 1
2 1
3 2
1 3
2 1
2 2
1 2
2 1
2 2
1 3
2 2
1 2
3 2
2 1
2 2
1 2
1 2
1 2
1 2
1 3
2 2
1 2
1 SECTION 01
SECTION 02
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
TEC
HEI
C O N S U L T I N G
w w w . h e i t e c i n c . c o m
Suite 309
777 East Tahquitz Canyon Way
Palm Springs, California 92262
Phone: 760.340.9060
70 catana
rancho mirage, california
22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1208
LEGEND:
NOTE:
SOME ITEMS MAY NOT BE APPLICABLE FOR THE SITE SHOWN HEREON. l<''•;•{<•,·.tq HARDSCAPE
~ PAD ELEVATION
P/L PROPERTY UNE
R/W RIGHT OF WAY
S/W SIDEWALK
L/A LANDSCAPE AREA
EX. EXISTING
TC TOP OF CURB
P 12 PARKING SPACE NUMBER
- - PUBLIC UTILITY EASEMENT
SEWER MAIN
SEWER LATERAL
---50- STORM DRAIN
~
TOP
2: 1 SLOPE (OR OTHERWISE
TOE NOTED)
WATER MAIN
WATER METER
@] PALM TREE LOCATION
!>$ TYPE "A. STREET LIGHT
~ TYPE "B" STREET LIGHT
E22%?j SECOND STORY ELEMENT
WALLS AND FENCING
BLOCK WALL
----==u==
RETAINING WALL
GATE
~ FENCE
PROJECT SUMMARY
ACREAGE. ..................................................... 36. 74 NIT* EXISTING ZONE............................................ RA I. L.
SINGLE FAMILY
'LAN 1 (1,180 SQ.FT.••) ......................... 91 HOMES, f LAN 2 (1,626 SQ.FT.**) ......................... 98 HOMES. f LAN 3 _(1,884 SQ.FT.**) --.:..:. ..................... 21_HO]!fESi PARKING SPACES PROVIDED (9'X24') ........ 93 SPACES
PARKING SPACES PROVIDED (9'X18') ........ 12 SPACES
1111111111
PARKING SPACES PROVIDED (9'X18') ........ 128 SPACES
NOTE:
*EXCLUDES PUBLIC RIGHT OF WAY EASEMENTS
**REFER TO ARCHITECT'S PLANS FOR SQUARE FOOTAGE BREAKDOWN NOTE:
ALL PROPERTY LINE AND BUILDINGS (EXISTING AND PROPOSED) ARE SHOWN ON THIS SITE PLAN.
REFER TO TENTATIVE PARCEL MAP NO. 38834 FOR ALL
EXISTING AND PROPOSED EASEMENTS.
REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR WALL AND
FENCE LOCATION DITA/LS
I
I
I
I
I I
I ,
~ I
I
I
I
DEVELOPER/APPLICANT
McKELLAR McGOWAN REAL ESTATE DEVELOPMENT
5120 SHOREHAM PL. SUITE 280
PREPARED BY I
HEITEC CONSULTING I
777 EAST TAHQUITZ CANYON WAY
SAN DIEGO, CA 92122
TEL: 760.715.0064
UTILITY PURVEYORS
WATER
COACHELLA VALLEY WATER DISTRICT
P.O. BOX 1058
COACHELLA, CA 922J6
(760) 398-2651
SEWER
COACHELLA VALLEY WATER DISTRICT
P.O. BOX 1058
COACHELLA, CA 922J6
(760) 398-2651
ELECTRIC
SOUTHERN CALIFORNIA EDISON
www.sce.com
(800) 990-7788
.r 12' (£
SUITE J09
PALM SPRINGS, CA 92262
TEL: 760. J40. 9060
CABL(/INTERNET
SPECTRUM
(888) 438-2427
TELEPHONE
FRONTIER
9 SOUTH 4 TH STREET
REDLANDS, CA 92373
www.frontierinternet.com
(844) 90J-20J7
~
SOUTHERN CALIFORNIA GAS
www.socalgas.com
(800) 427-2200
12' J'
~'Vi)R!} _ ., I I I r~~MT.d;A·- , ·' -IT<. -··.·-. -,.:,-,_ 5' 7'
Li..:.J
WATER?
MAIN
J' 14' (£
0 14'
SEWER
MAIN
..•
~
J'
I
I
I
I
I
I
I
ll
I
I
I
I
I
I
I
I
I
. AC. I I_ . ~
~ .. ~ ~ i ·,_·· lo" ~I PVMT. _. ; . •>:·· ' l I
5' 7'
·;.. • -- ,-., .. ,_ ·"'"'- ,." I
.,. WATER_? SEWER ':'. I
MAIN MAIN I
TYPICAL INTERIOR STREET SECTIONS
NOT TO SCALE
I
A
RETENTION BASINJ---1
~1f:' J I II W"f; WlJ li ~
C> I I
~
LJ
. - -
-----
<"' "'RE=1-=E
1 Nll~~ BASIN
ii
(
(
I
I
I
I
'i- I
I I:
I I I 1- J. I
, ________
'
s:nti-111
I I I
\_\ I ~\]:a 1 r 1 1
Ll!
1 )I ,x
I I I ,
I
I : r•-=r'I • I ' I ,,
,. !,,-J , I
IJ I
I
Ii \1 l
I I I
I I ' j-. I
I I I ·1
]' I
i1
1 1 I 1_,, 1
: I I I I I
1J I
/' \ 1il
I I
I I I I
I
I :/
I I
Ii~ I I . I
I I
--.
=1
-o I
~
-I
,. -I
- ,-1
I
11-i"•
"' I '-1
I I 1
I I I IL" I I ,$'
I\ I ~ • I
1,
I
I
-; :
11 I
I I
I
I I I
I I I
I I I
~ I • I
I
I'
I
l I IAI
I I
,,--r l
~.
-~ II
'---I\ \Ii I/
I - ,11 1,
D::"L-l,_ 171
~
I
. I
'- I
I
I I
I ' I
I I I I
Ii I I
I I I
1/ I :
I I
I
\
\ I
I I r l I I
I
I
1• I
I
\ ''I
I '
r14~'73;j'"rn:~~~ -rnrm :, I
I II I
I~ I
UJ: ~;;;;;;;;;;;;;;;;;;;;;~1;;;~~::_~:~~~!J_L..I,]_~,===~~~ 1 !·EJ~~~---~-~-L ___ ~_:_rr_~_~_b_iij' t·EE~~--~--~-J_L ____ .:=J=im_;;~_,~~-_:J_E_~_=_=_: ___ L.:-_:..-=~- 1 ~;:.;=-~::~
1 ~--=~--=.::.-=-=--=~-=-=-=~-=-=-=--=~-=--=--=-=..:;~JflL • ,1, .......
I, I
'
I I
,-/ -Ec::-cHCZ:CT ~ ~ ± ± ~ ~ 0~VTTVT7'\ ,..'==;l'-l, 1 1 1 •
1-..j',J If-II-- ~ 111 I I I I u I ~ 1•
• •
...
I
II'
I
-----\-----
17 LJ
--1
i
L
It l ) l )
1--
l J
i
I
'
L --..._ ______ _.
-------------------------= ------ --
'
-----------------------------=========================---------====--------------~ i¾! ,,_ a R ' CJ/ .,,,,. ......._ ==- · -~ --- ./ ----=-------- ----------
~ ~ -=- ----~ .
---
..____
~
~
---~
,------
1--
...___.
j
,, --------------~ =--
-r I
I ! '-.....__ ,I
I: ~ I
Ii \ I
1\ I I
1! I
;-J: \ I i' I I I I ,I
ii I
I !' I I : 40 • ■
L,\
1-1---11.I
----- - ✓ --------.-=1 ;:J-~n _,__1""--~------=--=--=-----=---=----=-- - - . )I(--- - ~ :----;-"\ l _..,_ I
.fJ' I l!ii-~~
--,.
-------
~
cE c:,
"' ~
~
2§
SITE PLAN
TENTATIVE PARCEL MAP No. 38834
MARCH 7, 2024
~
cE
C,
~
§
2§
30TH AVE
IRIDIUM WAY
#t:: ~
VIA FIRENZA
RAMON ROAD
t-10 ~=
-...c.~IY!fY
c:,
~
~ I::
~
~
~
~ a ,:
g
PROJECT SITE
VICINITY MAP
NOT TO SCALE
0 JO 60 120 240
GRAPHIC SCALE: 1 "=60'
r7 1;1 ;I
4' I/ I "iu~ ,r------<~-----x I
~~~I \I
~ I \I
\_ _J
28'ROAD
TYPICAL TRUCK TURN
SHEET1 OF 3
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
2 1
2 1
2 3
2 1
2 1
2 1
3 2
1 2
1 2
1 2
1 2
1 2
2 1
3 3
2 1
2 1
2 2
1 2
3 2
2 1
2 2
1 2
1 2
1 2
1 2
1 3
2 2
1 SECTION 02
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
71 catana
rancho mirage, california
22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1209
_;-'I\ l~
, -
§ _, ~ ,-_ ) .}>/
::::::::::...._ ---
- ------ ~ ---- \ =
~
'"-- ~ -
= -
_/ ~ ¥ ~ --& - ~
-~ .-r"s ,/"',_
= ~
.-... .p,-..,--..-_.,, -- - - -=ic::- = ----- --,<- -
.I' "- __r_ '-, - ,..J
,--- ~ VJ
I - ~ ~ , I - 11-------
t-
--
1 ----
' '
---,_ --
"
D /
SD
25 j ' ~~ SD
R
SD
~
SD ,-
II
s
'"
l~ SD
-- -. I~ :;;z(~ I""
.... v I ,:, IIMfil1'---
1~ '11s • I 111 I I II ----. I I II 71 I I II I I I i f l •• • •• - • . ,- • • ,,- • •• - • /, , , u◊ 46 .-.. 1- 17 -
40 --.. I i-- V -
34 ~ I _ 17" -
28 I i-- 17 -
22 ~ I i-- 17 - < 1- .i
HEIENnON BASIN v- '2 • . 51 , • 45 · • 39 h' • 33 , • 27 · • . 21 , ~ 1 I[,,,, - ii------- o- I~ - -"- - I --:7 - -"- f- Id - -"- r- 1d - -"- - li-::z'. - -"- - f- ,µ ~ 8 ~ RETENTION BASIN / 1 -, r-. a . I : J . I r-. a" J . I r- " j . I - B J . I r- a" ~ / j-1- I i !,..,,-J- 11------- 1 \ r- ~ - &:I") -~- - VA r-- ~, /~a- 2'f' r-• ~ - v,_ - -- ~- v,..6 r-- ~,,.,o I I I ,, \ -"-'' ~ t--1' ··~ ~ ~ i /Q}t -foe" ~-c:.., 24' :, V ,'i :~(' : /_,1 8'-+- I \ .:----- .;; • 2 ' / - /'. ' pir,T///,, 2 ' '/ - ,,. I V ' J///~ ' r/.. , • I :.< .. 'r • • - ~L /. ~/ ~ I 11/~ I
I - "' - 1_ - -I 4~i~:: ' . - 4 ~~~ f--
\ --:j 11 - 28 .,. ~////- - ;:_ JO --.I ~ ,l,i f-1, ~/ / / 1 ' L JO " i:.: //'i - - - __ I JO " ' ~ / . ' II. ) I "" "1 I I ' i I I ~'--fnV~ ~ n 24' lie;, ~~ 481 ..... I -- ,::'~~ 42 ..... I ~lb-~~ JO 361 j- I '." ' : ~~ 301 .._ 11 - : 1~ ~~ 241 ..... I ~ I~ ~~ 'e- L 9 I -~" -7 16 12 ' I 1( ~,,~l o ~ I 54 1Jd 9 ~:;% , I w,-,,dc% , I ~/ L I ~V/ ,,' I ~ , I ~-, I -~~ ,: '/;; _L- q 1f .:1 - :q I H - "' - "' - 1£i - " - "' - % ol ~ "', ~ - [ Ir \ 11"---
I I I I I '/ /
1; II 1 1 1 1 .,,,,, 1 1 1 .,,,, , ~ 1 1 1 1 1 1 ..,,,. , 1 1 1 t v I I • -1 - - ~ 4 I II 11 _ 11 _____
z :...-- ('\j 1::: ""- -- / f- 'I II
• 1a· - ...... - _.._ ;"' - """"'r=:: - __ .1.....- r ½ Y 7,!•nt'' , 56 ... _
2 h' .;:;--~t= ~ / , I I .., I 1,,,...----.,_ "'- ~ I I I ~ ~ 1 I I ~ , ~ I I I I~ ! ,,,---...__ I I I I~ , / , I I I I,, , ( ~ .,,) P ' J.s) ~~ I ) ,..,,,-t-11~ , ~ ~,,0 ~ ¼ ;,.i :!" ;,.i ~ :!"j ~ :!"J :!" :!"J ::':I :!"J ~ - 2' J, , /.~ b- ,_, L I I Y ~ ~ ½; / I " L- 17,,,W I L- ~ I " L- ~ I " L- ( ~ I " L- er I " L- 7, ~ I F- 13 , 15 ' Ll i 1/ 11 - 11---------- ~ ' ;1;-' :;i 1""7 71 '-7. ~ e- 14 75 -7Lv~ 1 --X 79 -81 1,~ - 1d 83 ~a.;,~ , __. 87 88 I 1 -1.' 91 -9-~~ 37 a m /i v / _I _ _ I ,:~ ~~ • 1f5' v~ ~ 2 m ., ~1//// - -~ ~ - Im ., ;~ ■ ■ •.i ~ 0 : 1-/, [ / ~;i,l'lll---.. .,,) w~ ' / 1" ~ ' ' -~/ 'Q_ 7,',, ' I - ~t:7J • 77 ' lfo--1 ~ 78_ ,. 81 h i- ~fi2-~ ~ 85 h i- ~:86_ -B ~ 1 ' ~ie • 9,, ..... ,z;' - ., • B \ l r / 01 ~ • I
,,
~
15'
;,
"I, J ■ I •
\
L'.:!J, , w~ ~~ - m ~ j'. ~ 1/7)7,7/, 21' r,; ~/ ~ ~ • 11 1 o - 11 --------- 58 1 'iif,<a ~ ~~ / ~ ---, .a. ~ --, .a. ~ ---, .a. V///,-L;e .a. l%W -~ ~ --, .a. ~ _ r1 10 f""\\ I r/ -<~' P7
v::; v,,,,, = I / f- 1 L -,, ,;,,, ,, ~ I I I/
I '// -1///% V. ~ .... ~ I I -1
J 1 i-. i-. " " _{SD K Si ' ; D "' SD "' SD "' SD-"' Dr<; I ~ « (%% '// 1.-,I I I I a::~, 1 ~ "' "' "' " " " " "' "' "' "' "' \ ,;;,;, ' ~ '/:/ -1 I ~ I I " 1J_g - 111 4 II ' -± J7 " L- ~ " L- ~ " L- e,~ ✓-'7);0; ~ ~ /,;0;; • _;,. • r1 : 1 I oh• ~ I II 18'1 I I I '..a ""7 69 20' 12 ~ ~ t,: F I 123 on' -11~ ~ ~ - = 1l.-,f ~117 20' -11: : ~ f-- r- 1..::¾'. 1n 1 ' 101:/ ~7x - = -~ 105 20' -10 ~:J:j 1-1 ~. ~9- ~o' 9, / ~ I . • "' I I ·r ~~"' ~ -~ I --.. ' 7 ,!,. V ~ ,a,,. /~ '\..~ ///// L 1///// -~ ~ ( 1 ~~ h I I "' • a • • • ,I • ,11, T I '
-1 111 I ~1L'L' .111 ~,o . 1 b· "'11
107 ..... 1 I • • 11 -101 ..... , I
95 ..... , ~i, "' -A_~.,"' 1 !1.
__J " 2 • w:;~ __J " ~ __J " w&?,: 2 w//,7, ,, 2 • 1/,1////1/, - ~ 7 ''(;/ 1/r 9 L ,. Ii, r, 125 , . I • 119 , ,... . I I 113 , ~~f-1 0- ----. . ,,I ~1/, 04- ---- 1" 1• ~ ,a7, ----. "1 1 _ \J :
~ 2 -~ - m - I . , ;,, I I' - I - ,- - I ~. .. v - -- - a I I I 1111 111!1-, 27' "" Ii Ill ,.. II B \ ""'', ~~
ll"-1 i ~· lei~~ ·12·v.%11- ~~1121- "12ea~- -=,r:9~~ _11r✓,~f- » 1J 109•,0·10~;~ =,_,r 103 .. 7• ~~- ' ~ ~,_,r97 ~17' 9~~- - ·/ ~ -- . : i1 r kc,1/ I\. -, ,\,\ r////, / f&/////. V///. :,'.///// V//// ·, ~////// 7 ~.<W, V, '////, 7' t%'.-7&, D / I I ;/ I "-. 1 r////A ia.'7///, V///2 .-"{/// V////. .-"{/// ::.. r- "- r- V///, ::.. r- , ("I, 1 ,"' ~ I ;,. ;,. ;,. ;,. ;,. ;,. ;,. ;,. ;,. ;,. ;,. ;,. J' 7 ' " 4 2 I I I / ! I I I I
j
"<I
j
~ ~
;,:
• • @65
JS'al
1:-:," - - z - I , , I I ~ ..-11-
' • II 1V!. ~- - - - ~ ,_ - - - ~ - - - I I I 7, I / ( ... I ~\j ~~~ ~-- _ ~ J; ~"'-I I I I _.1 / ID I I ----1_._ I I ... 1 ~ .l. ' -1. I_._ I I -~ / ,~_,_ ' -1. 1 _._ I I I I I l/1 1'-I I I/ '--' -1 I -~ 1+ \\ ~ / · ~ I n~-. 1 ,,,,, 1 I
I l
j I - ~ __J "CJ !,.P,7,7,: ~ , - I "==,. "Ill I I ~ ~ I ~ -- w,-,-mi l?Vl I -- ' I ' ~
18' _
"lo
r
.... .... ....
1'
~ , -' ' m '/ V////,;;;, i;{////7 V///20, - --l I t,, 111 ,.,- II - 11 \ e-1' ,, 21/Arl=!...r- I I [ I- r,.; I I-- .-- - ".!' Ill % '1:◄ r"' ~ - , v • m L --'- ~ I V ..... , , Ir~~ ~f- ~~ i - • ·201 ~ ' - .. • - i_: ,J IIo.: ""' -:J - i , .. I - i :1 '1\ ~ C, "' - ~~ I I 209 -,,-- -- I( = / ~ ~ 11 11
!
-I 1 J . ,, L- u:7&, 2' V ~ • 2 ' .D II - 7 - . \ l ;-·1 - "' - 197 . J' 203 - ~ 1 0 ~ ,,i', 1 \
- I I ""7 2 ' - I---',- 2 ' 20 -~· 7 -J ~ I\,. \ < J I I I / Ii \ ~ ~ ?½ ~ V/1 D ,=. ' " I I II ·I 1 I I ~~ ~~ 2-~~ 96 L, b ,- ~ '?02- ' I f-- - ~~ !OB 1£ □ ", -;._ - - 'I'. / ' IL~~ ,;- r ½ , - ~~~ - 2011 ~ - 207 ~~ - II II " '" " " .. 1v 20 131 , ~19 I I ~ -"- W'A --, -"- ~ n I I 1-vP I I 11 "I I ) 1~~:1 ~d ~ ~1·e:'. ~-.... ....
J I I 1 1 I U I - -T~ __ ~ I: ~ l__l "' f;: I II /1 /'-I \ I I I ~-~ ~~...111---,_-, I ~
:ll ':ii ':ii ':ii I i-1 :_ l~i....J:::rl,7771 I 7 ~ ~ ~"""1-.-:,.o i---=a-----t1 ( \ I I I I\ ~•~•~ - - I .,_
--
_J
-
31 l
.....
fJ!~ \
-I~
J
ll1t'l!
I -
"'" -1
·11" ,
"
- - - 111i8(
t--
_L..,.
j,
t--
~..;.~1 •• ,.
J [
MATCHLINE - SEE SHEET 3
0 20 40 80 160
GRAPHIC SCALE: 1 "-40'
SI-IEET 2 OF 3
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
2 1
2 2
2 1
3 2
1 3
2 1
2 2
1 2
2 1
2 2
1 3
2 2
1 SECTION 01
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
72 catana
rancho mirage, california
22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1210
MATCHLINE - SEE SHEET 2
-- -1R'
.,, -~ -'" -
.................. ,.....,. 111111 .. •
_lj_
'
"'
- - ~ 1-¥-1'- -l-l ~--. - - - ........,,,.,!-,J';
- --~-
j:,,
111!!1....lllJ!!IIII. ~ ------- !ILJ~ - - - - - - - 1!1111 - - - I - -,~, lL___,___J I, I , ~ "I . J 1 \ / \ 1 D ~ ;,(, 1 \
• t /\e , 1 , 111 ; Ii \ ~ II ·I I I I
216' I l!!I
\., ! ,,~ Pi _ I ,.
~d-
; -, _l _l [I ....,. L197 ' ~=J I 3' ~~
~ .... •I 18' _ ~ ■
2' •, • 96 .___ ~ .::,-<_,:;_ V~/ ~~ 1"1~ ~...,.j,...~ LjJt- -'
~0§_~
~
□ II II • • I I I/
)
----
j
J
LOrr
'-"L/ r,[',
e---1 -
I
_J
l
J,"''
12'
-,=.¥ _-1:;, ____ - -----
/ - -~-
◊r=
.,,
r-
- .Jl ,._
I I"!.
/ ;=:! F- I ' f---
I
,>----
l
18'
1o
111,i,;
;~
~
J
u.:_J· 131
111111111
-, ;.,
"
1--
j ,
~ L_ • • 11 J-1 lf I \
~ I - .. T"'fl[T::fl:T[:fl:T~~ : : I ~ I ( "< ~ I '!II i! / --..___I \ - - · 11 I I 1!••1!1111!1111 I - II "' ro co o:i o:, re -•-' 16,,,J. .a.""" .a.-1 • I .,., .,., .,., "' "' " " I 7 1\
I I I • ~ 7 •· ~ 8 3 ' 1 \ I
~ = ~
I I
•I 195 - ~ 191 ,:;V, ½ 187 [1/v , 183 - /, ,. ' ~ v . I I ~
~~-~u~::---:1
31 re
I 17 L- ~ 17" L- ~ 17 L- 11/,~ 17 - ~ , ~ ~ ;;:: ef/ .: 177 I"-- : \\ ' 1 r2. -,. 2 • 19'-;. 1 -,. li:Llf8! v~ ,..I 1 -,. 2' 18".~~ - .I ' 18( ,,~~ "\ '/ , ~~ 1 \<I!: \ I ~ 9,A ■ ~v 90 "' ~ 1///// '06 '" L, -~ ,02 ,. I , , , , , I I \ _ _ , ~---. ; ":!.. 193 ,._ 1 ·- ~~ - 189 ,._ 1 .- /~~Jo - 1851 ~ 1>--24• ~~a._ L 181 ,._ ,,,· :., I\\~ I Ir--< 13 ~~·<-:;-,..Jl..A.~1:K.- II I 1--
~ ;,, t ~~~ <--
tj'q ~~w
\.IL.
/1r· , "" 2k· V////,%( 2k V//$ I '""""/,I I l \ I I
·r1 i i i - ---. I r///,-< ----. ' V//,r ----. ~//~ ---. , ( . ' ~ - d I I i ~~ f%;:J ~~ " -,. ;,. ;,. ;,. ;,. ;,.f ;,. .,.,1 ~ A ' -it I I I ., - ~~ SA' I ' I / - I I " I I / ' I I I ' '-..LL/ I I I "--1J/ ' ' ' I/ I I I I' I / - 4' 17 4 , ~ t,176L . . ! i i ""1:Jo 20' ~ . " .J I I I
lon.;I 1 11 ..1 - 1 11 ~ ~ , , I _,. ./TT"'"-- I I~ - I I -- I I - I -- I I I I /TT'"'-, ..-11""'-I 1,,---...._ --::: :., "' : ~ 1 I i ·111 ., / ~ - ' ' ' • ' • ' " Ill ;;; I, "' ~ ~ b :!' '" ~ ;:j \ LJ - Ill"" • "' - I I la- I l• 12r- I c::::: ~ /; h· ~ / ~ I ~ I ,no ~ I ~ -163..,. . ~ 23' • • 173 /·,1 171 4' 1\ II :
• 1 • I _ '/1½.0- . 4!!?: - • 1 _ '/, L""l_ r r+
l
" ~
"
.....
.....
,._,,b•e--
•I F- I // I llf-----,
Ii hLJ P.
31'
-~'\\:·
,....
'--
,.
'~
'"
II I
' '/ ·i: ' . -½ ~ . ~, - « / - - ,, '/V I . - \ '';,;' t I I 11L 11 1--1 " - b 7 • r ., - - ■ b . .\' ~ • I J II
1o ___j 16' 139 L- I 18' I c, "'< I r I L • I 153 2 • I 159 "'< 24' ~ : ~ ~ : ' I\,) : • j •I ,. ~ /JI v .._ ,--I " 2 , 147 ;:@ 2 1/,~ v~ f'--... --.__ • - • I I\ I ,_ !L," .,, .7./J -1A1 -1AA .c. ~ ~ .c. ~ _ -12~ .c. ~ - 11/~ 165 . ~ . . "1 ,\,____L.. r J L... .. ,....I ) '" ~ /ta, """7 ,~ _. • .. ,~ ' ,- H - I L1': 15l ~ - - L 15t:t~ L~ 16!C~ f-- _I ...., .. 1' ;,, rv~ . ij~ ;J, I : '\ \ L/ 0 __,/ ~ ■ I " 3' ,. . ■ Wn / ~ ... --, o///'. « 1/, ~ " - \[ 1 18'
"F'
I"!.
)
J_
311 (
00 -I
------1~- 1~ ~ ~ v~ ->- ~ 1A6 .,.. _l'.0@ 1,::4 -= ~ 60 LL ~ r I I I • ~~ r f½///, ~ r W//,✓, ~· _ ?;0/,, _ - -.,. mm I I 1
j • - '': I II b --:. 'b_ : • "E-1 11- P. I I I
/ 7 • i t)., 1
• '!"r I I ~\\(
// c-- II I
( ' < I - ,IIIIY ~ z~ p II
=-~ •< o-• ( ) 11'!'
<
C )
I
)
( )
I 4l
I
------ =--
~-- ~ -
' ,....
( )
-----9-
(
17 I I
LJ
) -
( ) ~-= ( ) ( )
'
-<>--
~
' ~ ✓
)
.., ..,
~
"' eti:.! "'
,--, ,--,
/'1--.__
.....-------, ~
r-7 1 --
W L ,-- --- ---
i"" - - -1 ____.
-- ------
=-
""n \ L
=--- - -- -~ ~ -·
-~~
---
" "
'>-- --<>--
u ) ) (__,. V
( ,1
)
) ( )
·"··11111 n 11111 n n n 11111 1-1-,,----r •
~
·-
B '
LJ / /
r---
1 I
L __
L...---------~
----
~
=--
---- -----Tn ---
□ 7 ----
--------
~ ~ RAMON ROAQ '
B QI'
f
A
0 Q
....
----
--<>-- >-- --<>-- -I" :\
I I \_
/"'
'
"\
( J ( II ) ( )
</,)
"' \/
"' l'-iml "' 1-1
1 -=:...=.::---_-_-_=:__::: - - J L _ J I
1--- -- --
.l,_ -f 7""~-rtlJ -------=--
/
,:)
/.
\: "'----II/
\, : < l*I l\:>
I ' II I II I , I I -I I •
I I ~
'\I I I \ 0 I I I ..,.
1- l- 1 \ o I I I it:
I I II ~1---1 I I w
1 I 1: ~
I ~~ ~
-1~ \ 11'+4~-v
I I
I_ 1\
I I 1~
~
:--.
J~:i~
J p-a
= ' --------- - ------
--~ ____ ..../----- --- ---- -- ~ -<l=- - - - I I ;----- ~ -.1.--1 '~
___ ---
:f)
:f)-
:f)
,$-,
~ I I -- _ -"J:
0 20 40 80 160
GRAPHIC SCALE:: 1 "=40'
SHEET30F3
MCKELLAR McGOWAN
REAL ESTATE DEVELOPMENT
332.5
331.9
330.6LP
<0.5%
331.3
2%>
343.8
<1%
2%>
<1%
2%>
337.3
336.9
336.0
331.2
341.7
341.3
340.4
2%>
<2%
<1%
2%>
343.1
342.7
341.8
342.0
342.4
343.1
342.0
342.7
<0.5%
<2%
341.6
0.5%>
341.4
0.5%>
<2%
1%>
<2%
340.9
339.8GB
0.5%>
340.7
335.9
2%>
2%>
2%>
0.5%>
<2%
341.0
340.6
337.8FL
340.4
340.0
<2%
<2%
<0.5%
0.5%>
<2%
339.4
339.0
338.7
338.3
0.5%>
<2%
338.6
338.2
337.9
337.5
0.5%>
<2%
337.9
337.5
337.2
336.8
335.8
0.5%>
334.6
335.2
336.3
337.6
338.0
336.7
2%>
1%>
335.6
336.9
337.3
2%>
1%>
336.0
336.4
336.4
336.7
337.2
337.4
337.9
338.2
<0.5%
338.0
<2%
338.4
<0.5%
337.3
<2%
337.7
338.3
338.7
<0.5%
336.7
337.6
338.0
<0.5%
336.5
<2%
336.9
336.8
337.2
2%>
335.6
340.0
340.9
341.4
330.8
337.8
331.1GB
331.5
1%>
3%>
340.4
<2%
<2%
3%>
339.0
336.0
334.5
339.7
1%>
339.1
2%>
340.2GB
339.0FL
<1%
<1%
<1%
2%>
2%>
337.8
337.3
336.3
335.8
334.7GB
335.9
336.3
1%>
<2%
337.1
337.5
337.4
337.8
1%>
<2%
338.6
339.0
339.6
338.8
338.3
337.3
336.8
335.8
335.3
334.3
334.3
339.6FL
<2%
2%>
1%>
<0.5%
2%>
2%>
335.3
335.8
337.5
336.9
335.3
0.5%>
334.2
334.2
333.7
333.7
335.4
335.8
336.0
336.4
335.2
335.2
335.3
335.7
335.9
336.3
<0.5%
<2%
336.9
337.3
337.5
337.9
338.4
338.8
339.0
339.4
<0.5%
<2%
<0.5%
<2%
335.3
335.7
3%>
334.0
2%>
2%>
332.1
331.7
2%>
333.8FL
2%>
335.6
336.2
334.8
336.1
336.5
337.3
337.7
2%>
2%>
340.5
340.0
340.1
341.3
341.0
340.7
<2%
2%>
2%>
331.8
331.8
<1%
2%>
1%>
334.6
334.6
334.5
334.5
334.8
334.4
335.1
<1%
333.8FL
<2%
2%>
2%>
331.8
331.8
334.6
334.6
334.5
334.5
2%>
1%>
335.2
335.2
335.9
336.3
1%>
<2%
1%>
<2%
336.8
337.3
335.7
1%>
337.2
337.1
337.2
337.6
2%>
1.5%>
339.2
339.6
336.3
336.6
336.4
2%>
1%>
338.0
337.6
336.8
336.7
336.5
336.1
338.2
335.4
337.0
338.7
0.5%>
<2%
2%>
0.5%>
338.7
338.0
336.9
339.2
337.5
<2%
2%>
<2%
2%>
<2%
2%>
337.8
337.8
337.3
336.9
2%>
337.6
<2%
338.5
338.0
336.7
337.4
336.5
2%>
338.3
2%>
338.7GB
0.5%>
0.5%>
338.3
338.8
339.5
0.5%>
<0.5%
335.8
335.4
336.0
336.4
<0.5%
2%>
336.1
333.5
335.1
<1%
333.8FL
<2%
2%>
2%>
331.8
331.8
334.6
334.6
334.5
334.5
2%>
1%>
336.6
<2%
0.5%>
336.0
336.3
336.8
336.5
336.5
<0.5%
335.8
2%>
1.5%>
334.2
333.8
336.1
336.2
335.8
335.5
335.4
336.3
335.1
335.2
335.2
2%>
334.9
0.5%>
0.5%>
2%>
2%>
0.5%>
1%>
<1%
336.2
<0.5%
334.7
<2%
0.5%>
335.1
337.1
337.5
335.5
2%>
1.5%>
336.6
336.1
335.3
335.7
335.6
336.0
0.5%>
<2%
2%>
336.2
336.6
1%>
336.8
337.2
336.9
337.4
337.7
338.2
338.4
338.9GB
340.1
340.9
341.2
341.5
331.5
339.0
335.6
0.5%>
336.6
335.4
335.7
336.2
337.2
338.5
339.4
338.8
339.4
2%>
337.0
343.5
344.0
342.7
2%>
<2%
341.7
337.0
RETENTION BASIN
W.S.E.=328.2
B.E.=321.7
RETENTION BASIN
W.S.E.=333.7
B.E.=327.2
335.8
335.8
337.6
337.8
337.4
338.0
337.8
337.6
337.4
2%>
335.7
336.2
338.5
1 2 3
46 5
7 8 9
1012 11
13 14 15
1618 17
19 20
21 22
23 2425
26 27
28 29
3031
32 33
34 35
3637
38 39
40 41
4243
44 45
46 47
4849
50 51
52 53 54
57 56 55
58 59 60
63 62 61
64 65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
81 82
83 84
85 86
87 90
91 89
88 93
92 94
95 96
99 98
97102
100
101
104
105
103108
107
106
110
111
109114
113
112
116
117
115120
119
118
122
123
121126
125
124
127128129
131130 132
133134 135
137136
138
139
140
141
142 143
144
145
148
147
146
152
153
154
149
150
151
158
159
160
157
156
155 166
163
162
161
165
164
168167 169 170
172173 171
175174 176
178179 177180
181
183
182185
184
186
187
189
188
190
191
193
192
194
195
196
197
198 199
200
201
204
203
202 207
206
205
208
209
210
ACCESS TO RETENTION
BASIN FOR
MAINTENANCE ONLY
343.4
343.8
343.6
343.2
331.7
332.0
332.4
TEC
HEI
C O N S U L T I N G
w w w . h e i t e c i n c . c o m
Suite 309
777 East Tahquitz Canyon Way
Palm Springs, California 92262
Phone: 760.340.9060
0 GRAPHIC SCALE: 1" =
50'
25'
50'
100'
200'
PRELIMINARY GRADING PLAN
PARCEL MAP NO. 38834
LEGEND
337.3
PAD ELEVATION
TOP OF CURB ELEVATION
STREET SLOPE
CATCH BASIN
GUTTER FLOWLINE
RIDGE LINE
STORM DRAIN PIPE
SD
2%>
RATTLER ROAD
FUTURE COMMERCIAL
02/14/24
EARTHWORK QUANTITIES
EMBANKMENT
2' OVEREXCAVATION
IMPORT
20,486 CY
EXCAVATION
40,533 CY
CUT
FILL
TOTALS
88,637 CY
88,637 CY
221 CY
129,411 CY
129,411 CY
12.5% SHRINKAGE
13,640 CY
0.15' SUBSIDENCE
6,648 CY
73 catana
rancho mirage, california
22024.01 03/07/2024
DAVID NEAUL T ASSOCIATES, INC.
LANDSCAPE ARCHITECT
ROBERT HIDEY ARCHITECTS, INC.
ARCHITECT
HEITEC CONSUL TING
CIVIL ENGINEER
TERRA NOVA PLANNING & RESEARCH
CONSULTANT
7-1211
D
I
---------0
/
M
1111111111
111111
-
--------
I
QI/ /J::111.l'fl!
••
, l!a rwn_;N
)
"'
. ·-·-·-t-· -::-::....-=:---. --L--·7 . -• ..:. -·-·-· /. .. \T_ ·-· .. ~ ----r --
aD
\
I/
/
I
-
✓
I
-
C
\'
I I I /~--L1;::::::::::::'..'::::=:'.::'.'.:
1---------"-'TT I I 1
\,
/
'
I 11 I
e--+-M'.)----
I I
f---------j ~ [y
1,--~~// I I I
(
f---------j -JlJ
j
z
<(
s
0 (j
0 2
ll'.'.
<(
.J
.J
w
~
0 2
1-
z
Lil
::;;:
11. 0
.J
Lil
> Lil
0 L<I
s
(I)
L<I
.J
,I:
Lil
0::
TECHEI
C O N S U L T I N G
w w w . h e i t e c i n c . c o m
Suite 309
777 East Tahquitz Canyon Way
Palm Springs, California 92262
Phone: 760.340.9060
ATTACHMENT 19
7-1212
'§
c:,
"if_
JI/ <()~~ [! ~ S YiJP
I f ,P (
VIA F"/RENZ~ /' ---,,.,("'\, 1
f!Rru 2f8l@J~@ '
•
f)8JD 313!3!/~3!□®3 ~ &, I! SW 1/16>-, --,--, , -'''.I • - ·~ "-C-01 ~ ~
<::)~~ ~
::J~ ~ ~
LiJ'c§
) ~§\ \
j
21\' ~ H-
du
©'ii ~
'it= ©s 0
~w
(§) ~
~™
.'k11 r-..
!O
-f'J
~
~,
© (Ll)----.i ,
Cl ) ""~ 'b~
~~ 0
~
~
" ~
IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STA TE OF CALIFORNIA TENTATIVE PARCEL MAP 38834
BEING A SUBDIVISION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 14, T.4.S., R.5.E., S.B.M.
SEP/EMBER 2023
',,',,,~:\s,_ _,,)_,,// //{ {111111
. ~.~VIJ J L lJ: tr --W- • -- ---:i
'(Q) 1/U!RiJJ@f !H!U@!HI ~(C!Hf(Q)(Q){L ~
,__ ----:.-:.-:.-i"---...... .,/' ·--- --· ~1@□~l@□@il ' ··-·· D) 1/J\ 11 1w11 !Qi/9)/f;?<nffeff@~ aJJMUIFUf !IJJ ~t!Hf (Q)(Q){L !IJJU~r!Riurcr _ --..... .,,,,,
--- ~/ --=- ___ ...... - _______ fj--=--=-77
'!....--:...-_--=..~J
~ ~
()\ \ 1/ /~~ \ ~ ·~'"~ ,,
\__-_; /\ I ( l ~ (\
0 ~ \ ~ ~ D
C)
o·
N89'3~ 9"E 27-7.69'
Cl
\\ .
670-230-021
~
<:::i
\\ 1 '1 EXISTING
-- t - IRON FEI
~
'---J-- __, c§
______, - - ,,-------, L.:i -
~ t 340'>-- ,>
<> 0
' ~-~ ' ' ------------.. '' :: ~
' :1 ..
I I ~
11 ~ ,. ,..
'-
I ·- -i--..
: f5 , ~
' '1::
I'
'' ' '' ''
! ::
' !
0 • PARCEL 1"'\
1,064, 778 SQ. FT.
(J tt' ~ ~ 1~1 ·------- -c:'i " '8.1
(/) I I I
~ ' i11 ij1~ ~
0 \\ PARCEL 2
' 147,286 SQ. FT,
Q
0 .,
LO
-"" !:,':-
~
-
~ .
~ <'.
• 0
'-../
0 Q<:::,V
~
C)
•
\j
D
~
0 C '
0 \j
(:) Cl
\j
C)
~
0 <::,
~
\j
e ....
I (/) e;5
&: a C Vl
c:i ~~
iii ~ I ~ ~ ------------
i ij (Ll)
' 1 I (§) ~_r
rl /DJ 1 ©i ~ ~
.. - , ,Jill ~ ~ ~ CV
I 1 , i::
0 © ""'
I Ill tl:I c~o ~
~ I ;
::;;><\ ,: ~™ ~
~~ t) ~
"':;;; \'' I o ci = , ~~ I ~ "
(\ ~ f\ "' I I c--. \. @s
\ I 23Q.04' ~ , \j ~ \ \ \.J Cl \!I ~ ' Nl n n \ ' ' 9~ 72' 1 1 - I\ ~ _ "- . ' I ,,_ N89'J5J 9"E 1222.76' I\\ ',,
= )
©s
\)
0 0
~ r-..
!O C,
-6 ?~()
·~0
·,310
~ TING R/W
340,,_ --
\\
PARCEL 3
\ --388, 112 SQ, FT. . -
C5
(!,
~
_A r.::--, ~XISTING MEANDERING _,,,-!4~-
~L__ ~ L - 3:.IDEWALK --- • 4. ~ ~ ---L~.1l
!1:
\ = "-_,--'-"'::;::.'\..I\ f I:
\\
~ ' Q
0 ,"•()t)o 0
~j
~
~
\j
!' .
c~ 11u:i
TCH BASIN 4- 1---- ,-
,_____-b_1,4;,,oo~ ~
0 ,. .A. ..........
a 50 700 200 400
GRAPHIC SCALE: 1 "=100'
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF
RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THE SOUTHEAST ONE -QUARTER OF THE SOUTHWEST ONE-QUARTER OF SECTION 14, TOWNSHIP 4 SOUTH, RANGE 5
EAST, SAN BERNARDINO BASE AND MERIDIAN, IN THE UNINCORPORATED AREA
OF THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.
FOR CONVEYANCE PURPOSES ONL~
APN 670-230-021
UT/LmES
WATER: COACHELLA VALLEY WATER DISTRICT
SEWER: COACHELLA VALLEY WATER DISTRICT
GAS: SOUTHERN CALIFORNIA GAS COMPANY
ELECTRICITY: IMPERIAL /RR/GA TION DISTRICT
CABLE: CHARTER SPECTRUM
TELEPHONE: FRONTIER COMMUN/CATIONS
ZONING
EXISTING: R-H
PROPOSED: SPECIFIC PlAN
LEGEND
/"'-- EXISTING CONTOURS
FLOOD ZONE (FEMA)
ZONE: X
MAP NO. 06065C1585G
REVISED: 8/28/2008
A FINAL DRAINAGE STUDY WILL BE SUBMITTED PRIOR TO
RECORDATION OF THE FINAL MAP.
SCHOOL DISTRICT
PALM SPRINGS UNIFIED SCHOOL DISTRICT
WELL NOTE
NO WELL EXISTS WITHIN 200' OF THE SITE
FIRE PROTECTION NOTE
..-FIRE HYDRANTS SHALL BE INSTALLED AT 500 FOOT
MAXIMUM INTERVALS, AND ARE SHOWN ON THE MAP
THUS: NO LOT FRONTAGE SHALL BE MORE THAN 250
FEET FROM A FIRE HYDRANT.
D. "'1' - • - -~v.«.:/J-- ----- - - --== ~ --1---885~ --- -'="'"---cs,1---- ~ -- - ~ C -· 9"!0':3:3
- - - -
-.
• - - -
~
----, ,,..--~
LIETABL.E
LINE# LENGTH BEARING
L1 36.66' S76'40'14"E
l2 8.00' S00'49'27"E
LJ 50.00' N89'10'JJ"E
L4 8.00' NOD' 49 '27"W
L5 36.66' N7S01'20"E
L6 35.34' NJ9'46'JJ"E
(0.4%)
- _ 1'11f9' 10'J,J'F93S:2 :J' - ~-
'R-MAIN l{'j
CI •
-- ~ LO
- ~AMON ROmco.5%> ~~ <0~5%>.===::-r ·I• J ____ ,./ , , ~ "'ii 'tC - -q "'--== = ------- N,r---__________ •
--- ----__________ ,
----------
~ ,,----~__.;---,._~ ~~ l 1, ~,
~ /-' • -- ~ - -~o ~r u '~·
- - - - - 7i a- \,,J- .J>__... ----=----- ---
--•----~----=~--~~•:- _: _:-:j:z? 0 -~~?c_: ___ :4:: ~~~~~-~;;; ;~~ ~ ?~ -;• , o~ / ~ ,_,, o ~ff. n. --
~----
~--- ----- r .,.
--~
CUM:DATA
CURVE# LENGTH RADIUS DELTA
Cl 10.38' 42.00' 14'09'/J"
C2 14,JJ' 58.00' 14'09'13"
CJ 14.JJ' 58.00' 14'09'/J"
C4 10.JB' 42.00' 14'09'13"
EX.
V EX.
CURB LL ' c,, lANDSCAPt : 8
EASEMENT !
.,, Jn,; ~t i 2%
EXISTIN~
MEANDERING
SIDEWALK
~
f_
60'
52 EX. AC ' ..,,,,-15' MEDIAN
PAVEMENT 2% ··- ---~-
RAMON ROAD
EX.
60' CURB
52 ----
EXISTINc;7
MEANDERING
SIDEWALK
8 2%
PROPOSED
EX.
6' WALL ~
I l
' ' ! ' I
EX
I .J
PROP. lANDSCAPE 12'
EASEMENT
2ar~ 2%
EX. 68" J
MEANDERING
SIDEWALK
TYPICAL STREET SECTIONS
NOT TO SCALE
EX. lie
B 50'
380 EX. AC -
~ PAVEMENT 2% - = -·----~·· -. -
RATTLER ROAD
30TH AVE
'-10
&_z£J,,,i r ~-
IRIDIUM WAY
~ ,I,\ 1USOOll'.
~,
is' ~ c:,
~ ~
C>:
~
Cl __, __,
'# E5 :I '::l:
f:!
:t: ct_ c!i
@ I:, VIA FIRENZA ~ c§
PROJECT SfTE
VICINITY MAP
NOT TO SCALE
PREPARED BY
•
OWNER
RAMON & RATTLER PARTNERS, LLC,
PO BOX 2034
SANTA MONICA, CA 90406
I (WE) HEREBY CERTIFY THAT I (WE) ARE THE RECORD OWNER OF THE
PROPERTY SHOWN ON THE TENTATIVE PARCEL MAP AND THAT SAID MAP
SHOWS ALL MY (OUR) CONTIGUOUS OWNERSHIP IN WHICH I (WE) HAVE ANY DEED OR TRUST INTEREST. I (WE) UNDERSTAND THAT MY (OUR)
PROPERTY IS CONSIDERED CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREET, UTILITY, EASEMENTS, OR RAILROAD RIGHTS-OF-WAY.
SUBDIVIDER
MCKELLAR MCGOWAN HOLDINGS, LLC
5120 SHOREHAM Pl. SUITE 280
SAN DIEGO, CA 92122
TEL: 760.715.0064
ASSESSOR'S PARCEL NO.
670-230-021
PROJECT DATA
PARCEL 1 - 24.44 AC. (1,064,778 SQ. FT.)
PARCEL 2 - 3.38 AC. (147,286 SQ. FT.)
PARCEL 3 - 8.91 AC. (388,112 SQ. FT.)
TOTAL= 36.73 AC (1,600,176 SQ. FT.)
EASEMENT NOTES
(I) AN OFFER OF DEDICATION FOR STREET ANO INCIDENTAL
PURPOSES, RECORDED MAY 09, 2002 AS INSTRUMENT NO.
2002-243193 OF OFFICIAL RECORDS.
TO: CITY OF RANCHO MIRAGE
THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT
ENTITLED "CERTIFICATE OF ACCEPTANCE" RECORDED JULY 7,
2011 AS INSTRUMENT NO. 2011-0300191 OF OFFICIAL
RECORDS.
(l) THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT AGREEMENT" RECORDED JUNE
23, 2006 AS INSTRUMENT NO. 2006-0454948 OF
OFFICIAL RECORDS.
AN OFFER OF OED/CATION FOR STREET AND PUBLIC UTILITY
AND INCIDENTAL PURPOSES, RECORDED JULY 7, 2011 AS
INSTRUMENT NO. 2011-0300190 OF OFFICIAL RECORDS.
(J) AN OFFER OF DEDICATION FOR PUBLIC ACCESS ONTO AND
ALONG CONCRETE PATHWAYS AND INCIDENTAL PURPOSES,
RECORDED SEPTEMBER 12, 2011 AS INSTRUMENT NO.
2011-0403566 OF OFFICIAL RECORDS.
TO: CITY OF RANCHO MIRAGE
THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT
ENTITLED "CERTIFICATE OF ACCEPTANCE" RECORDED
SEPTEMBER 12, 2011 AS INSTRUMENT NO. 2011 -0404124
OF OFFICIAL RECORDS.
<I) AN OFFER OF DEDICATION FOR STREET AND PUBLIC UTILITY AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 12, 2011
AS INSTRUMENT NO. 2011-0404110 OF OFFICIAL RECORDS
TO: CITY OF RANCHO MIRAGE
NO. I REVISIONS: APPROVED
10/12/2023
221107-TPM
DATE
Planning Commission Meeting
March 28, 2024
Public Comments
Agenda Item # 3 EA23-0006,
GPZMA23-0002, SP23-0002,
DA23-0002, TPM23-0004,
PDP23-0006, and PDP23-0007
ATTACHMENT 20
7-1213
From: Kristie Ramos, CMC
To: Robert Conrey
Subject: Re: Public Hearing Notice, Thursday March 28, 2024, 2:00 p.m.
Date: Wednesday, March 27, 2024 3:39:21 PM
Will do.
Kristie Ramos
emailsig_50th_071923_D.jpg
Kristie Ramos, CMC
City Clerk
Phone: 760-324-4511 Ext. 488
E-mail: [email protected]
69-825 Highway 111, Rancho Mirage, California, 92270
www.RanchoMirageCa.gov
TRANSPARENCY NOTICE
Some or all of the content of this e-mail and its attachments may be subject to disclosure pursuant to the California Public Records Act (Government Code section 6250, et seq.) > On Mar 27, 2024, at 3:19 PM, Robert Conrey <[email protected]> wrote:
>
> CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links or open attachments unless you recognize the sender and know the content is safe. >
> I am sorry, but the issue is Ramon Rd. Not Daval.
Can you please note the street change per my email to you. >
> Bob Conrey
>
> Sent from my iPhone
>
>> On Mar 27, 2024, at 11:12
AM, Robert Conrey <[email protected]> wrote:
>>
>>
City Clerk:
>>
>> This email testimony is regards to the Environmental Assessment Case No. EA12-0006; Development Agreement Case No. DA23-0002; General Plan Zoning Map Amendment Case No. GPZMA23-0002; Specific Plan Case No.
SP23-0002; Tentative Parcel Map Case No. TPM23-0004; Preliminary Development Permit Case Nos. PDP23-0006 and PDP23-0007.
Applicant: McKellar McGowan Holdings, LLC.
>>
>> Thank you for the opportunity to provide my testimony.
I am a homeowner at Mira Vista, 26 Calle Del Norte,
Rancho Mirage, CA 92270.
>>
>> Davall Dr. has been the source of issues for not only me, but for many of my neighbors:
>>
>>
a. I do hear a lot of noise from automobiles and motorcycles racing on Davall Dr. between Ramon and Dinah Shore, mostly in the evenings.
>>
>>
b. In 2022, I and several neighbors observed an individual who had entered our property from Davall Dr., walked accross the golf fairway on hole number 3 and
>>
broke in to a neighbors home accross the street on Calle Del Norte. The individual was shooting a hand gun and 7-1214
Bl
approximately 5 police vehicles from your police
>> department were on-site within 30 minutes of a neighbor calling the department. The police were on-site for almost 4 hours searching for this individual.
>>
Ultimately, the individual got away and was never apprehended by the police department. >>
>>
Therefore, I do perceive security risks from people entering the property on Davall Dr. especially because there is no wall protecting our property.
People can
>>
merely walk over the sand dunes to enter our property from Davall Dr. via the golf course. >>
>> I believe that before any permits are issued to McKellar McGowan Holdings, LLC to develop property on the other side of Deval Rd. from our property, that a sound wall must be installed along the property separating the Cities property from the golf course / Mira Vista development property.
This “wall” will accomplish the goal of helping to
eliminate sound from increased traffic, it will help to prevent individuals form merely walking from Devall Rd on to our property and it will help to prevent sand from blowing on to our property. >>
>> I know that our HOA Board of Directors are eager to work with the City and McKellar McGowan Holdings, LLC to reach mutually agreeable solutions that will benefit our entire community and the City. >>
>> Sincerely,
>>
>>
>>
>> Robert W. Conrey
>>
>>
7-1215
From: Kristie Ramos, CMC
To: Andrew Compaine
Subject: RE: march 28 meeting and McKellar McGowan application for Roman/Ratler Date: Monday, March 25, 2024 10:24:59 AM
Attachments: emailsig_50th_071923_d_edb872bb-3c64-4178-8323-a005b1cb0ead.jpg Good morning,
Thank you for your email. It will be provided to the Planning Commissioners prior to their 3/28 meeting.
Best,
emailsig_50th_071923_D.jpg
Kristie Ramos, CMC
City Clerk
Phone: 760-324-4511 Ext. 488
E-mail: [email protected]
69-825 Highway 111, Rancho Mirage, California, 92270
www.RanchoMirageCa.gov
TRANSPARENCY NOTICE
Some or all of the content of this e-mail and its attachments may be subject to disclosure pursuant to the California Public Records Act (Government Code section 6250, et seq.) From: Andrew Compaine <[email protected]>
Sent: Sunday, March 24, 2024 12:39 PM
To: City Clerk <[email protected]>
Subject: march 28 meeting and McKellar McGowan application for Roman/Ratler
CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links or open attachments unless you recognize the sender and know the content is safe.
Dear Planning Commision.
I recently moved to 27 Calle del Norte which is opposite the proposed development project by McKellar McGowan for Ramon and Ratler Rd. This is scheduled for a hearing on March 28th
The scale of the project is fine but I am concerned about an increase in both noise and security as the current barrier wall is incomplete in this section facing my home.
As part of the application and approval I would ask the planning commission to require the developer to rebuild the barrier wall along Ramon to be more similar to other walls adjacent to major roads and communities in Rancho. The current wall is a hodge podge of metal fencing and incomplete solid wall. To decrease the noise from the construction and ultimate development a solid wall would be the preferred solution.
7-1216
[i]
Thank you for your efforts,
Sincerely
Dr. Andrew Compaine
27 Calle del Norte
Rancho Mirage, CA 92270
7-1217
From: Kristie Ramos, CMC
To: Carol Trentacosta
Subject: RE: Environmental Assesssment Case No. EA23-0006 Date: Monday, March 25, 2024 3:33:26 PM
Attachments: emailsig_50th_071923_d_edb872bb-3c64-4178-8323-a005b1cb0ead.jpg Good afternoon,
Thank you for your email. It will be provided to the Planning Commissioners prior to their 3/28 meeting.
Best,
emailsig_50th_071923_D.jpg
Kristie Ramos, CMC
City Clerk
Phone: 760-324-4511 Ext. 488
E-mail: [email protected]
69-825 Highway 111, Rancho Mirage, California, 92270
www.RanchoMirageCa.gov
TRANSPARENCY NOTICE
Some or all of the content of this e-mail and its attachments may be subject to disclosure pursuant to the California Public Records Act (Government Code section 6250, et seq.) From: Carol Trentacosta <[email protected]>
Sent: Monday, March 25, 2024 3:24 PM
To: City Clerk <[email protected]>
Subject: Environmental Assesssment Case No. EA23-0006
CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links or open attachments unless you recognize the sender and know the content is safe.
I am responding to the March 28th Planning Commission Meeting notice.
I have been a homeowner in the Mira Vista development directly across Ramon Road from the proposed development, for more than 20 years.
When the widening of Ramon Road was planned, many years ago the Environmental Impact Report indicated a sound wall needed to be constructed on the south side of Ramon Road.
The sound wall has
not happened and the noise from Ramon Road, for most of the residents of Mira Vista, far exceeds the city's noise level.
We feel that
this will only worsen with the proposed development. We request that the sound wall be established as a developer requirement if this plan is to be approved.
7-1218
[i]
I am unable to attend the March 28th meeting but request that my concerns be addressed.
Sincerely,
Carol Trentacosta
98 Via Bella
Rancho Mirage, CA 92270
760-574-9382
TrentacostaHeyl.com
All terms of any offer, counter-offer, addendum or other potential agreement between the respective principals involving the sender or recipient of this e-mail must be reduced to writing and signed by the respective principals. Oral communications, e- mails, texts, faxes or other communications alone, without signatures by the respective principals shall be in no manner binding upon the aforementioned parties.
7-1219
I R
From: Kristie Ramos, CMC
To: Mike Traidman
Subject:
Date:
RE: Environmental Assessment Case No. EA23-0006 - Meeting on 3/28 Monday, March 25, 2024 2:47:02 PM
Attachments: image001.jpg emailsig_50th_071923_d_edb872bb-3c64-4178-8323-a005b1cb0ead.jpg Good afternoon,
Thank you for your email. It will be provided to the Planning Commissioners prior to their 3/28 meeting. Best, Kristie Ramos, CMC
City Clerk
Phone: 760-324-4511 Ext. 488
E-mail: [email protected]
69-825 Highway 111, Rancho Mirage, California, 92270
www.RanchoMirageCa.gov
TRANSPARENCY NOTICE
Some or all of the content of this e-mail and its attachments may be subject to disclosure pursuant to the California Public Records Act (Government Code section 6250, et seq.) From:
Mike Traidman <[email protected]>
Sent: Monday, March 25, 2024 2:38 PM
To: City Clerk <[email protected]>
Subject: Environmental Assessment Case No. EA23-0006 - Meeting on 3/28 CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links or open attachments unless you recognize the sender and know the content is safe.
We currently live in Mira Vista HOA between Dinah Shore, Los Alamos, Da Val and Ramon Roads. Initially, the traffic on Ramon Road was light but over the past few years the speed limit and traffic has increased causing a lot of noise to our homeowners and has reduced the value of some homes that face North. We would like the city to install a sound wall on Ramon Road on the North side of the Mission Hills North Gary Player golf course.
A sound wall was recommended by the city when our development was started in the early 2000’s but the golf course convinced the city not to build one. Our HOA contracted a study of the noise generated by the traffic on Ramon Road and it was ten times the maximum allowed by the city code. This study is available to the city to review.
We plan to attend the public hearing and advocate for this sound wall.
Michael Traidman, President
Mira Vista at Mission Hills HOA
7-1220
1!11
From: Kristie Ramos, CMC
To: Robert Blake
Subject: RE: Development of Northwest corner of Ramon Road and Rattler Road - APN: 670-230-021 Date: Monday, March 25, 2024 10:37:15 AM
Attachments: emailsig_50th_071923_d_edb872bb-3c64-4178-8323-a005b1cb0ead.jpg Good morning,
Thank you for your email. It will be provided to the Planning Commissioners prior to their 3/28 meeting.
Best,
emailsig_50th_071923_D.jpg
Kristie Ramos, CMC
City Clerk
Phone: 760-324-4511 Ext. 488
E-mail: [email protected]
69-825 Highway 111, Rancho Mirage, California, 92270
www.RanchoMirageCa.gov
TRANSPARENCY NOTICE
Some or all of the content of this e-mail and its attachments may be subject to disclosure pursuant to the California Public Records Act (Government Code section 6250, et seq.) From: Robert Blake <[email protected]>
Sent: Monday, March 25, 2024 10:35 AM
To: City Clerk <[email protected]>; [email protected] Subject: Development of Northwest corner of Ramon Road and Rattler Road - APN: 670-230-021 CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links or open attachments unless you recognize the sender and know the content is safe.
Planning Commission:
As Mira Vista residents, we are pleased to hear about the proposed development on Ramon Road near Rattler Road. Commercial development is lacking in our area so we welcome this project. The need for affordable housing and single family homes will also fill a need, but this will cause more traffic and noise.
We urge the Planning Commission to add to the developers conditions that they build a sound wall on the South side of Ramon Road as a protection for noise and security for our Mira Vista residents, Thank you for
this consideration.
LOU FARIA and KATHLEEN SEYMOUR
57 Calle de Oro
Rancho MIrage, CA
92270
7-1221
[i]
From: Kristie Ramos, CMC
To: John S. Dubrow
Subject: RE: comment on McKellar McGowan application for Ramon and Ratler Date: Monday, March 25, 2024 10:23:44 AM
Attachments: emailsig_50th_071923_d_edb872bb-3c64-4178-8323-a005b1cb0ead.jpg Good morning,
Thank you for your email. It will be provided to the Planning Commissioners prior to their 3/28 meeting.
Best,
emailsig_50th_071923_D.jpg
Kristie Ramos, CMC
City Clerk
Phone: 760-324-4511 Ext. 488
E-mail: [email protected]
69-825 Highway 111, Rancho Mirage, California, 92270
www.RanchoMirageCa.gov
TRANSPARENCY NOTICE
Some or all of the content of this e-mail and its attachments may be subject to disclosure pursuant to the California Public Records Act (Government Code section 6250, et seq.) From: John S. Dubrow <[email protected]>
Sent: Sunday, March 24, 2024 12:33 PM
To: City Clerk <[email protected]>
Subject: comment on McKellar McGowan application for Ramon and Ratler
CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links or open attachments unless you recognize the sender and know the content is safe.
Dear Planning Commission.
I am a new resident of Mira Vista and reside at 27 Calle del Norte. I will not be able to make the 3/28 meeting in person
but wanted to state I would be in favor of the
development with one condition.
The development will increase the noise I will hear from Ramon as I am directly across the street , especially during the construction phase.
I would ask the commission
require that the barrier wall along Ramon Rd be completed and repaired as needed by the developer as a first step . Unfortunately currently
it is a mixture of metal fencing and cement wall but is not a complete sound proof as in other areas of Rancho. I have been told a survey was done in 2018 to completely build a new wall that is solid ( not fencing) and would be in keeping with other barrier walls that are along major roads and communities.
To reduce both noise and provide better security the wall should be similar to other walls in Rancho and this requirement should be part of the approval process for the 7-1222
[i]
McKellar McGowan project along Ramon and Ratler.
Thank you for your consideration. Please reach out to me if needed.
John Dubrow , MD
27 Calle del Norte
Rancho Mirage , CA 92270
617-543-0015
7-1223
From: Kristie Ramos, CMC
To: Pilar Lopez; Ben Torres
Subject: FW: Cantana TPM 38834 PDP 23-0006 and PDP 23-0007 [Personal\Personal-MSA1.rjDd] Date: Monday, March 25, 2024 12:48:46 PM
Attachments: image001.png
image002.png
image003.png
emailsig_50th_071923_d_edb872bb-3c64-4178-8323-a005b1cb0ead.jpg JPM_Highway Noise Mitigation Prediction Study_1st REVISION_March 10 2017.pdf Municipal Code Noise Ordinance.pdf
Noise Impact Analysis.pdf
2104-L-Quintanilla re Ramon Road.pdf
2104 - L-Quintanilla re Ramon Road Widening.pdf
MSA Scan054.PDF
Agenda for 2-28-18 Mtg w Mayor.docx
Importance: High
FYI
emailsig_50th_071923_D.jpg
Kristie Ramos, CMC
City Clerk
Phone: 760-324-4511
Ext.
488
E-mail: [email protected]
69-825
Highway
111,
Rancho
Mirage,
California,
92270
www.RanchoMirageCa.gov
TRANSPARENCY NOTICE
Some
or
all
of
the
content
of
this
and
its
attachments
may
be
subject
to
disclosure
pursuant
to
the
California
Public
Records
Act
(Government
Code
section
6250,
et
seq.)
From: Sepulveda, Paul <[email protected]> Sent: Monday, March 25, 2024 12:44 PM
To: [email protected].; City Clerk <[email protected]> Subject: FW: Cantana TPM 38834 PDP 23-0006 and PDP 23-0007 [Personal\Personal-MSA1.rjDd] Importance: High
CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links
or open attachments
unless you recognize the sender and know the content is safe.
Please see written testimony below.
Paul R. Sepulveda
Director of Design Services /
Senior
Project
Manager
MSA CONSULTING, INC.
34200 Bob Hope Drive | Rancho Mirage, CA 92270
office
760.320.9811
|
cell
760.275.5137
From: Sepulveda, Paul <[email protected]> 7-1224
Sent: Wednesday, March 20, 2024 11:03 AM
To: [email protected]
Subject: Cantana TPM 38834 PDP 23-0006 and PDP 23-0007 [Personal\Personal-MSA1.rjDd]
Good morning Pilar,
I want to thank you for taking the time to meet with me yesterday regarding the Planning Commission Meeting Notice I received for the Cantana Project (attached). Your help walking me through the EIR was very helpful and encouraging.
I live in Mira Vista directly south of the project on the south side of Ramon Road at 29 Calle Del Norte. I moved into my home in March 2004. Before we moved in, we were told per the 2003 Ramon Road Impact Report that the widening of Ramon Road (which had not happened yet) was to build a sound wall and beautiful landscaping along the south side of Ramon.
Neither has happened. Instead, a 4-foot-high tubular steel fence was built which currently is rusted and falling apart and sparse unmaintained landscaping exists. Since that time, we have had several meetings over the years with the City to initiate some Noise and Security abatement. We finally ended up forming a Mira Vista committee in 2018 to meet with the City and work out a plan. In anticipation Mira Vista HOA paid for an updated noise study and Landscape and Wall Plans for the south side of Ramon for the 1,700 LF of home frontage.
The meeting with the Mayor never happened due to the City attorney’s objection to anymore meetings on the matter. We’ve been extremely frustrated since. With this new project our concerns are enhanced with more traffic noise and security issues along Ramon for the Mira Vista families. My hope is that the Planning Commission seriously takes this into consideration when reviewing this project. I plan on attending the March 28th Planning Commission meeting to express my concerns in person.
For
reference I’ve included copies of the Mira Vista Noise Study, The City Noise Ordinance, The 2003 Ramon Road Impact Analysis, letters from Mira Vista attorneys, and the agenda for the ill-fated meeting.
Thank
you again for your time Pilar.
Paul Sepulveda
29 Called Del Norte
Rancho Mirage, Ca.
Home (760)770-4951
Cell (760)275-5137
7-1225
[I] [I] [I]
3/10/2017
Highway Noise Mitigation
Prediction Study
Ramon Road, Rancho Mirage, CA
Study Composed by John Matagos
Senior Acoustical Engineer Noise & Vibration Consultant 7-1226
/
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
1 March 10th, 2017
Leslee Cicogna, PCAM®, AMS®, CMCA®
Community Association Manager
42-635 Melanie Place, Ste. 103
Palm Desert, CA 92211
Attention: Leslee Cicogna
Subject: Highway Noise Mitigation Prediction Study – 1st Revision
7-1227
-·
-
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
2 Introduction
The purpose of this document is to present the highway noise mitigation prediction study results conducted by our firm, including a description of the methodology followed, and several noise mitigation scenarios and their performance in relation to the noise generated on Ramon road and received by the residential properties on Calle Del Norte, on the facades overlooking Ramon Road.
Additionally, this document is the first revision to the original version of the “Highway Noise Mitigation Prediction Study - Ramon Road, Rancho Mir age, CA”, completed 7/3/2016. The goal of the revision was to address the request by the City of Rancho Mirage to adjust the considered zoning of the receiver locations from “Residential Low Density” to “Residential Medium and Hight Density”. This consequently required the adjusting of the maximum allowable noise limits.
7-1228
-·
-
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
3 General Description
The traffic count data on Ramon Roa d, Rancho Mirage, CA 92270, were provided by the city of Rancho Mirage and used in order to calibrate a 3D environmental noise propagation mitigation computer model, which assisted in the evaluation of the required mitigation measures (highway noise barriers) in order to ensure compliance with the City of Rancho Mirage Noise Ordinance. The traffic count data used is stated in APPENDIX B of this document.
The computer model was additionally calibrated via the noise levels obtained by the property lines of three separate residential locations on Calle Del Norte. These levels were obtained between April 5th and April 10th, 2016, and reported via our firm’s noise evaluation study repot submitted on April 18 th 2016. All three were overlooking Ramon Road for three durations per 24 hours (CNEL). Measured noise data are stated in APPENDIX C of this document.
7-1229
-·
-
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
4 Technical Information
Receivers of Interest: One-story houses located in residential parallel to Ramon Road, on Calle Del Norte, and Via Las Flores.
Source of terrain data: Google Earth
Noise Source: Road-traffic noise generated on Ramon Road, a two -way Highway of a total of 6 lanes. Noise levels have been calibrated to noise measurements performed in the area in April 2016.
Source of terrain data: Google Earth
Noise projection to receivers: The noise map for the study area is calculated using a state of the art industry standard specialized computer software (IMMI 2016) according to the ISO 9616 international standard regarding “ Attenuation of sound during outdoors propagation” for typical highway traffic spectra. A digital terrain model is made from elevation contours, in order to ac count for ground noise absorption and diffraction. Down -wind propagation from source to receiver is considered in the sound dissipation model, as the worst case scenario.
Source: USGS data
Mitigation Measures: In the simulation conducted the noise barrier was placed at the border of the property line of the residential community. See APPENDIX A.
Source of terrain data: Google Earth
7-1230
-·
-
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
5 Results
There are four (4) different highway noise calculations conducted. The predicted highway noise levels received at the Façades of all residential buildings with, no noise mitigation measures installed , Scenarios A, B and C noise mitigation barrier design.
1) No Barriers.
2) Scenario A: Highway Noise Mitigation Barriers 8 feet high. 3) Scenario B: Highway Noise Mitigation Barriers 13 feet and 27 feet high. 4) Scenario C: Highway Noise Mitigation Barriers 8 feet and 11 feet high.
The first row of Table 2, indicates the address number for each residential building on Calle Del Norte. The last four rows indicate the address number fo r the four residential locations investigated on Via Las Flores.
All predicted received noise levels are separated in three periods of the day, in order to be able to compare effectively with the limits stated in the City of Rancho Mirage Noise Ordinance . Table 3, is a reference table evaluating compliance or noncompliance per residential location for Low Density Residential Zoning Noise Limits (Table 1a) . Table 4 , is a reference table evaluating compliance or noncompliance per residential location for Medium and high Density Residential Z oning Noise Limits (Table 1b).
Additionally, APPENDIX A in this document, illustrates all 3D color noise maps for the three noise mitigation scenarios (A, B and C). All noise maps are calculated at a height of 6 feet above ground.
7-1231
-·
-
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
6 Table 1a. Noise Level Maximum Allowable Limits Rancho Mirage City Noise Ordinance Type of Land Use Time Interval CNEL Limit (dBA)
Residential, Low Density
7:00 am to 6:00 pm 55
6:00 pm to 10:00 pm 50
10:00 pm to 7:00 am 45
Table 1b. Noise Level Maximum Allowable Limits Rancho Mirage City Noise Ordinance Type of Land Use Time Interval CNEL Limit (dBA)
Residential, Medium and High
Density
7:00 am to 6:00 pm 60
6:00 pm to 10:00 pm 55
10:00 pm to 7:00 am 50
All predicted received noise levels are separated in three periods of the day, in order t o be able to compare effectively with the limits stated in the City of Rancho Mirage Noise Ordinance, as s tated in Table 1b above. Table 4 , is a reference table evaluating compliance or noncomp liance per residential location for limits stated in Table 1b.
Additionally, by the end of APPENDIX A in this document, all 3D color noise maps for the third noise mitigation scenario (Scenario C ) are presented. All noise maps are calculated at a height of 6 feet above ground.
The noise limits in Table 1b are not exceeded for houses 1A - 15 for the "No Barrier" Scenario, so there is no need for a barrier to be implemented on the western side of the development (in front of 1A- 11).
The limits in Table 1b can be met with noise barrier mitigation Scenario C. Mitigation scenario C consists of a 605 m long barrier along Ramon road on the northern border of the development. The western part of the barrier (120m in length) is 11ft high and the rest (485m in length) is 8ft high. 7-1232
_ ........
-
7 Table 2. Predicted Noise Levels Received by Each Residential Property Façade Overlooking Ramon Road
NO BARRIERS BARRIER SCENARIO A BARRIER SCENARIO B BARRIER SCENARIO C Residential
Address
Night Time
10:00pm-
7:00am
Day Time
7:00am-
6:00pm
Evening
Time
6:00pm-
10:00pm
Night Time
10:00pm-
7:00am
Day Time
7:00am-
6:00pm
Evening
Time
6:00pm-
10:00pm
Night Time
10:00pm-
7:00am
Day Time
7:00am-
6:00pm
Evening
Time
6:00pm-
10:00pm
Night Time
10:00pm-
7:00am
Day Time
7:00am-
6:00pm
Evening
Time
6:00pm-
10:00pm
1A 52.6 52.2 48.6 51.7 51.3 47.7 47.5 47.0 43.5 52.5 52.0 48.5 3 43.92 47.91 47.5 43.19 47.18 46.77 41.31 45.3 44.88 47.9 47.5 43.9 3A 52.5 52.1 48.5 51.0 50.6 47.0 47.7 47.2 43.7 52.4 52.0 48.4 5 45.59 49.58 49.17 45.13 49.12 48.71 42.61 46.59 46.18 49.6 49.1 45.6 5A 52.0 51.6 48.0 49.0 48.6 45.0 46.5 46.1 42.5 51.8 51.4 47.8 7A 49.2 48.8 45.2 48.2 47.8 44.2 46.4 46.0 42.4 48.1 47.6 44.1 7 45.2 49.19 48.78 44.22 48.21 47.8 42.44 46.42 46.01 51.5 51.1 47.5 9 45.27 49.26 48.85 44.62 48.61 48.2 42.53 46.51 46.1 49.1 48.7 45.1 11 46.04 50.03 49.62 45.15 49.14 48.73 44.06 48.04 47.63 49.5 49.0 45.5 13 44.7 48.69 48.28 42.7 46.69 46.27 41.77 45.75 45.34 46.0 45.6 42.0 15 46.25 50.24 49.84 43.56 47.54 47.13 41.28 45.26 44.85 47.1 46.7 43.1 17 52.31 56.31 55.9 48.36 52.35 51.93 42.35 46.34 45.92 51.6 51.2 47.6 19 53.48 57.47 57.06 50.54 54.53 54.12 43.99 47.97 47.56 53.4 53.0 49.4 21 53.63 57.62 57.21 51.22 55.21 54.8 44.22 48.2 47.79 53.6 53.2 49.6 23 53.52 57.51 57.1 49.85 53.84 53.43 43.27 47.26 46.85 52.9 52.5 48.9 25 53.42 57.42 57.01 48.76 52.75 52.34 42.35 46.33 45.92 52.2 51.8 48.2 27 53.42 57.41 57 48.85 52.83 52.42 42.92 46.9 46.49 52.2 51.7 48.2 29 53.11 57.11 56.7 48.07 52.06 51.65 41.93 45.92 45.51 51.7 51.3 47.7 31 53.25 57.25 56.84 48.36 52.35 51.94 42.75 46.73 46.32 52.3 51.9 48.3 33 53.22 57.22 56.81 48.65 52.63 52.22 42.93 46.92 46.51 52.3 51.9 48.3 35 53.14 57.13 56.72 48.28 52.27 51.86 42.71 46.7 46.29 52.1 51.7 48.1 37 52.43 56.42 56.02 47.77 51.76 51.35 42.33 46.32 45.91 51.4 51.0 47.4 39 53.21 57.2 56.79 48.5 52.48 52.07 42.9 46.88 46.47 52.2 51.8 48.2 41 52.26 56.25 55.84 47.75 51.74 51.33 42.16 46.15 45.74 51.4 50.9 47.4 43 53.23 57.22 56.81 48.52 52.51 52.09 43.12 47.11 46.7 52.4 52.0 48.4 45 52.81 56.8 56.39 48.14 52.13 51.72 42.99 46.97 46.56 51.7 51.3 47.7 47 52.53 56.53 56.12 47.87 51.86 51.45 42.94 46.93 46.52 51.6 51.2 47.6 49 52.56 56.55 56.14 48.02 52.01 51.6 43.29 47.28 46.86 51.8 51.4 47.8 51 52.37 56.36 55.96 47.79 51.78 51.37 43.68 47.67 47.27 51.5 51.1 47.5 53 52.58 56.57 56.17 47.97 51.96 51.54 44.42 48.41 48 51.8 51.4 47.8 62 VLF 48.57 52.56 52.15 47.69 51.68 51.27 43.47 47.46 47.04 N/A N/A N/A 64 VLF 48.54 52.53 52.12 47.03 51.03 50.62 43.67 47.66 47.24 N/A N/A N/A 66 VLF 48.01 52 51.59 45.01 49.01 48.6 42.49 46.48 46.07 N/A N/A N/A 68 VLF 46.58 50.57 50.16 43.73 47.72 47.31 41.66 45.65 45.24 N/A N/A N/A 7-1233
8 Table 3. Compliance Evaluation for Each Residential Property Façade Overlooking Ramon Road (Table 1a limits)
NO BARRIERS NOISE BARRIER DESIGN SCENARIO A NOISE BARRIER DESIGN SCENARIO B Residential
Address
Night Time
10:00pm-7:00am
Day Time
7:00am-6:00pm
Evening Time
6:00pm-10:00pm
Night Time
10:00pm-7:00am
Day Time
7:00am-6:00pm
Evening Time
6:00pm-10:00pm
Night Time
10:00pm-7:00am
Day Time
7:00am-6:00pm
Evening Time
6:00pm-10:00pm
3 Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 No Yes Yes No Yes Yes Yes Yes Yes
7 No Yes Yes Yes Yes Yes Yes Yes Yes
9 No Yes Yes Yes Yes Yes Yes Yes Yes
11 No Yes Yes No Yes Yes Yes Yes Yes
13 Yes Yes Yes Yes Yes Yes Yes Yes Yes
15 No Yes Yes Yes Yes Yes Yes Yes Yes
17 No No No No Yes No Yes Yes Yes
19 No No No No Yes No Yes Yes Yes
21 No No No No No No Yes Yes Yes
23 No No No No Yes No Yes Yes Yes
25 No No No No Yes No Yes Yes Yes
27 No No No No Yes No Yes Yes Yes
29 No No No No Yes No Yes Yes Yes
31 No No No No Yes No Yes Yes Yes
33 No No No No Yes No Yes Yes Yes
35 No No No No Yes No Yes Yes Yes
37 No No No No Yes No Yes Yes Yes
39 No No No No Yes No Yes Yes Yes
41 No No No No Yes No Yes Yes Yes
43 No No No No Yes No Yes Yes Yes
45 No No No No Yes No Yes Yes Yes
47 No No No No Yes No Yes Yes Yes
49 No No No No Yes No Yes Yes Yes
51 No No No No Yes No Yes Yes Yes
53 No No No No Yes No Yes Yes Yes
62 VLF No Yes No No Yes No Yes Yes Yes
64 VLF No Yes No No Yes No Yes Yes Yes
66 VLF No Yes No No Yes Yes Yes Yes Yes
68 VLF No Yes No No Yes Yes Yes Yes Yes
No = Predicted Noise Level Not Complying with City Noise Ordinance Yes = Predicted Noise Level Complying with City Noise Ordinance 7-1234
9 Table 4. Compliance Evaluation for Each Residential Property Façade Overlooking Ramon Road (Table 1b limits)
Levels in red are out of compliance
Label No Barrier Scenario A Scenario B Scenario C
Day Evening Night Day Evening Night Day Evening Night Day Evening Night 1A 52.6 52.2 48.6 51.7 51.3 47.7 47.5 47.0 43.5 52.5 52.0 48.5 3 47.9 47.5 43.9 47.2 46.8 43.2 45.3 44.9 41.3 47.9 47.5 43.9 3A 52.5 52.1 48.5 51.0 50.6 47.0 47.7 47.2 43.7 52.4 52.0 48.4 5 49.6 49.2 45.6 49.1 48.7 45.1 46.6 46.2 42.6 49.6 49.1 45.6 5A 52.0 51.6 48.0 49.0 48.6 45.0 46.5 46.1 42.5 51.8 51.4 47.8 7A 49.2 48.8 45.2 48.2 47.8 44.2 46.4 46.0 42.4 48.1 47.6 44.1 7 50.6 50.2 46.6 47.7 47.3 43.7 45.7 45.2 41.7 51.5 51.1 47.5 9 49.3 48.9 45.3 48.6 48.2 44.6 46.5 46.1 42.5 49.1 48.7 45.1 11 50.0 49.6 46.0 49.1 48.7 45.2 48.0 47.6 44.1 49.5 49.0 45.5 13 48.7 48.3 44.7 46.7 46.3 42.7 45.8 45.3 41.8 46.0 45.6 42.0 15 50.2 49.8 46.3 47.5 47.1 43.6 45.3 44.9 41.3 47.1 46.7 43.1 17 56.3 55.9 52.3 52.4 51.9 48.4 46.3 45.9 42.4 51.6 51.2 47.6 19 57.5 57.1 53.5 54.5 54.1 50.5 48.0 47.6 44.0 53.4 53.0 49.4 21 57.6 57.2 53.6 55.2 54.8 51.2 48.2 47.8 44.2 53.6 53.2 49.6 23 57.5 57.1 53.5 53.8 53.4 49.9 47.3 46.9 43.3 52.9 52.5 48.9 25 57.4 57.0 53.4 52.8 52.3 48.8 46.3 45.9 42.4 52.2 51.8 48.2 27 57.4 57.0 53.4 52.8 52.4 48.9 46.9 46.5 42.9 52.2 51.7 48.2 29 57.1 56.7 53.1 52.1 51.7 48.1 45.9 45.5 41.9 51.7 51.3 47.7 31 57.3 56.8 53.3 52.4 51.9 48.4 46.7 46.3 42.8 52.3 51.9 48.3 33 57.2 56.8 53.2 52.6 52.2 48.7 46.9 46.5 42.9 52.3 51.9 48.3 35 57.1 56.7 53.1 52.3 51.9 48.3 46.7 46.3 42.7 52.1 51.7 48.1 37 56.4 56.0 52.4 51.8 51.4 47.8 46.3 45.9 42.3 51.4 51.0 47.4 39 57.2 56.8 53.2 52.5 52.1 48.5 46.9 46.5 42.9 52.2 51.8 48.2 41 56.3 55.8 52.3 51.7 51.3 47.8 46.2 45.7 42.2 51.4 50.9 47.4 43 57.2 56.8 53.2 52.5 52.1 48.5 47.1 46.7 43.1 52.4 52.0 48.4 45 56.8 56.4 52.8 52.1 51.7 48.1 47.0 46.6 43.0 51.7 51.3 47.7 47 56.5 56.1 52.5 51.9 51.5 47.9 46.9 46.5 42.9 51.6 51.2 47.6 49 56.6 56.1 52.6 52.0 51.6 48.0 47.3 46.9 43.3 51.8 51.4 47.8 51 56.4 56.0 52.4 51.8 51.4 47.8 47.7 47.3 43.7 51.5 51.1 47.5 53 56.6 56.2 52.6 52.0 51.5 48.0 48.4 48.0 44.4 51.8 51.4 47.8 7-1235
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
10 Analysis & Conclusion
In relation to Residential Low Density Zoning Noise Limits (Table 1a):
The third set of calculated predictions involving Scenario B is the one predicted to ensure noise compliance with the City of Rancho Mirage Noise Ordinance, Including the Night Time maximum allowable noise limit of 45dBA.
The Desert Centre Libra ry and Braille Institute of America buildings, in front of some of the residential locations, acts as a noise barrier. Therefore, our design includes two separate barriers, one on the west of the Desert Centre Library and Braille Institute of America buildings, 512 feet long and 13 feet high. And one to the east of the Desert Centre Library and Braille Institute of America buildings, 1979 feet long and 27 feet high.
If we are allowed by the city to install the noise barrier outside the residential complex property, then placing the barrier closer to the highway (between the last lane and the sidewalk) we can achieve the same noise levels as Scenario B, complying with the City of Rancho Mirage Noise Ordinance, with a noise barrier 5ft shorter in height.
The highway noise mitigation design scenario A, involved both noise barriers being the same length and at the same locations as scenario B, except the height was 8 feet, for both noise barriers.
Scenario A ensures compliance only during day time hours, but excl uding the residence on 21 Calle Del Norte, which is not predicted to comply even for day time hours.
In relation to Residential Medium & High Density Zoning Noise Limits (Table 1b):
Scenario C is predicted to ensure compliance with the Residential Medium & High Density Zoning Noise Limits as stated in Table 1b:
7-1236
_ ........
-
JPM
Acoustics Noise Vibration
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
11 Sincerely,
John Matagos
Senior Acoustical, Noise & Vibration Consultant
MEng - University of Southampton - I.S.V.R
7-1237
-
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 1
APPENDIX A
Illustrations of Predicted Color Noise Maps for Three Modeled Scenarios
7-1238
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 2
Figure 1. Color Maps Legend
7-1239
•i1Jt·
@J.
,:-·········~: -·
\'o
-,~·· /1,: @ ""-. . • ,:, @_ .. _ ••. ,., •• •· ,~·
Level
dB(A )
> .. ·35
>35-40
>40-45
>45•50
>50·55
>55·60
>60·65
>65•70
>70•75
>75•80
>80· ..
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 3
Figure 2. Scenario A Evening Time (6:00 pm - 10:00 pm)
7-1240
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 4
Figure 3. Scenario A Morning Time (7:00 am - 6:00 pm)
7-1241
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 5
Figure 4. Scenario A Night Time (10:00 pm - 7:00 am)
7-1242
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 6
Figure 6. Scenario B Evening Time (6:00 pm - 10:00 pm)
7-1243
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 7
Figure 7. Scenario B Morning Time (7:00 am - 6:00 pm)
7-1244
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 8
Figure 8. Scenario B Night Time (10:00 pm - 7:00 am)
7-1245
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 9
Figure 9. No Mitigation Evening Time (6:00 pm - 10:00 pm)
7-1246
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 10
Figure 10. No Mitigation Day Time (7:00 am - 6:00 pm)
7-1247
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX A - 11
Figure 11. No Mitigation Night Time (10:00 pm - 7:00 am)
7-1248
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026 APPENDIX A - 12 Figure 12. Scenario C - Day Time (7:00 am – 6:00 pm)
7-1249
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026 APPENDIX A - 13 Figure 13. Scenario C - Evening Time (6:00 pm – 10:00 pm) 7-1250
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026 APPENDIX A - 14 Figure 14. Scenario C - Night Time (10:00 pm – 7:00 am) 7-1251
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX B - 1
APPENDIX B
Traffic Count Data provide by City of Rancho Mirage, CA 7-1252
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX B - 2
7-1253
24 HOmt VOt.CMES STREET
' RAMON RD RM t.OCATION ' E/0 DA VAt.t. DATB ' 02-26-15 BABTBOUND 12,00 WESTBOUND TOTAt.
46 134 180 1,00
47 75 122 2,00
42 3,00 4 9 91
54 4,00 51 105
148 s,oo 121 269
325 232 557 6,oo
595 631. 1,226 1,00
856 e,oo 1,036 1,892
653 9,00 665 1,318
668 10,00 693 1,361
700 714 1,414
11,00
AM 695 776 1,471 12,00
PM 685 776 1,46 1 1,00
752 842 1,594
2100
821 l, 134 1,955 3,oo
746
4100
1,169 1,915
765
5,00
l.,082 1,847
639 997 1,636 6100
490 663 1,153 7,00
415 e,oo 5 4 0 955
365
9,00 432 797
297
10,00 344 641
207 11,00 259 466
142 12,00 l.83 325
11, 153 13,598 24,751
Prepared by NEWPORT TRAPP?C STUDIBS
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX B - 3
7-1254
15 IUNUTE COUNTS STRUT , RAMON RD RM LOCATION ' l?/O DA V"AW. DATE : 02-26-15 AM
J PM
EAST ifBST TOTAI. l!!AST WEST TOTAL BOORD BOUND TOTAL BOUND BOUND TOTAL 10 4 5 ss 12,00 161 202 363 u 38 49 178 178 356 11 22 33 165 206 371 H 29 43 181 190 371 12 18 JO 1,00 J.72 230 402 9 18 27 198 1 89 387 21 20 41 l.90 207 397 5 l.9 24 192 215 408 10 21 31 2:00 l.77 250 427 13 9 22 230 241 471 7 8 15 228 312 s,o 12 11 23 186 331 517 15 6 21 3:00 194 301 495 9 13 22 20S 309 51' 10 14 24 171 282 4S3 20 18 38 176 277 453 32 25 57 4:00 170 285 455 37 28 65 202 290 02 2' 34 63 185 238 423 so 34 84 208 269 477 56 40 96 5:00 l.87 274 461 63 48 111 1,54 273 427 90 61 1S1 158 222 380 116 83 199 140 228 368 134 106 240 6,00 117 180 297 165 159 324 137 176 313 142 l.54 296 l.27 l.62 289 15 4 212 366 109 145 254 l.95 246 441 7,00 118 145 263 266 289 555 96 121 217 207 302 509 106 120 226 188 199 387 95 15 4 20 173 181 354 8:00 74 121 l.95 163 185 348 119 l.00 219 170 144 31' 88 99 187 147 155 302 84 112 196 16' 161 325 9,00 70 78 lt8 165 178 343 86 85 171 160 169 329 70 87 157 179 185 364 71 94 165 164 152 316 10,00 55 75 130 178 177 355 52 77 129 175 198 373 51 46 97 183 l.87 370 49 6l. ll.O 164 184 348 11,00 49 60 109 171 207 378 36 40 76 159 179 338 32 44 76 201 206 407 2S 39 64 Prepared by NK\fPORT TRAFFIC STUDJ:BS
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX B - 4
7-1255
PRAK HOUR ANALYSI S
ST!tBft, RAMON RD
I.OCATION: B/0 DA VALL
AM PBAX HODR ANALYSIS
HOO"R BllQINNJ:NO
PIIAK KOOR TOTAL
P&AJC NOOR PACTOR
Pl!RCBNT OP LBO
PERCENT OP TOTAL
HODR BBOXNNXNO
PBAlt HODR TOTAL
PBA!t HODR FACTOR
PBRCl!NT OP t.l!O
PBRCBNT OP TOTAL
KOOR BBGINNINO
PBAlt BOOR TOTAi,
PBAK BOUR FACTOR
PBRCBNT OF LBO
PBRCBNT OP TOTAL
ZASTBODND
07:lSAII
195
266
207
188
856
0.80 7.59
3.45 NOON P8Alt
BASTBOUND
12:00PM
201
161
178
165
705
0.87 6.25
2.84 PIC PBAX
EASTBOUND
02:30PM
230
228
186
194
838
0.91 7.43
3.38 WBSTBODND
07,00 All
212
246
289
302
1049
0.86 7.86
4.23 BOUR ANALYSIS
lraSTBODND
12:30P M
178
206
190
230
804
0.87 6.02
3.24 BOO"R ANAt.YSTS
IOISTSODND
02:45PM
312
331
301
309
1253
0.94 9.39
5.06 DATB :02 - 26 - 1 5
TOTAL
07rlSAM
44 1
555
509
387
1892
0,85
7,64
TOTAL
12t30PIC
356
371
371
402
1500
0.93 6.06
TOTAL
D2:45PM
540
517
05 SU
2066
0.95 8.34
Prepared by NBWPORT TRAFFIC STDDIBS
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX B - 5
7-1256
24 HOOR VOLUMIIS STlU!:ET ' BOB HOPB DR COR/RM LOCATION I S/0 RAMON DATE I 02 - 26 - lS NORTHBOO'Nt> SOOTHBOO'Nt> TOTAL 12,00
162 60 222 1:00
112
2100 38 150
74 3:00 35 109
49 so 99 4:00
46 s,oo 1:n 167
lU 6:00 288 4 02
256
7:00 680 936
395 988 1,383 8:00
426
9 : 00
78 4 l, 210
552 808 l, 3 60 10:00
554
ll:00 711 l, 265
AM 600 590 l, 290 12:00
PM 655
1:00 707 1,362
767 677 1, 444
2100
857
3:00 724 1.,581
l, 045 709 1., 754 4100
1.,057
5:00 680 1.,737
808 576 1,38 4 6100
579
7 :00 422 1.,001
4 19 325 7'4 8100
435
9100 292 727
315' 262 581 10100
254
11:00 179 433
220
12:00 1J2 352
10,755 10,938 21,693
Prepared by NEWPORT TRAPPIC STUDIES
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX B - 6
7-1257
15 KINUTB COUNTS
STRK&T, BOB HOPB DR COR/ RM LOCATION 1 8/0 RAMON DATE I 02 - 26 • l5
AM I PM
NORTH SOOTH TOTAL NORTH SOtlTB TOTAi, BOllND BOUND TOTAL BOOND BOUND TOTA!. 47 13 60 12,00 1.61 179 340 4 2 16 58 l.66 20 3 369 4 0 1 4 54 l.63 152 315 33 17 so 1.65 17 3 338 32 10 4 2 1:00 l.87 173 360 26 11 37 186 172 358 27 11 38 1.76 177 353 27 6 33 218 155 373 21 14 35 2:00 180 180 360 15 13 28 215 200 415 20 s 25 223 181 404 18 3 21 239 163 402 9 8 17 3:00 252 181 433 17 9 26 283 19 4 477 15 1S 30 236 172 408 9 1 8 26 274 162 4 36 11 26 37 4100 216 156 372 8 35 43 268 196 464 1S 25 4 0 268 152 420 1 2 35 47 305 176 481 l7 46 63 5100 236 168 104 26 95 121 222 147 369 25 57 82 169 129 298 46 90 136 181 132 313 47 148 195 6100 1.59 125 284 70 1 87 257 163 11S 278 66 169 235 139 95 234 73 176 249 118 87 205 89 229 3i& 7100 1.06 102 208 111 314 425 112 73 195 103 234 337 107 74 181 92 211 303 94 76 170 117 207 324 8:00 139 72 211 87 234 321 104 66 170 108 202 310 112 84 196 11.4 141 255 80 70 1S0 122 176 298 9,00 71 77 148 132 231 363 85 68 153 163 213 376 86 57 143 13S l88 323 77 60 137 125 179 304 10100 58 56 lH 142 170 312 77 51 128 152 198 350 6 '1 38 102 135 164 299 ss 3 4 89 135 182 317 11100 65 44 109 165 142 307 4 5 32 77 153 1 77 330 54 31 85 147 189 336 56 25 Bl Prepared by NBWPORT TRAPi'l:C STUDIES
[email protected]
(+1) 213 909 5375
2745 Glassell St, Los Angeles, CA 90026
APPENDIX B - 7
7-1258
PV.X HOUR ANALYSIS
8TRBBT I BOB HOPB DR
LOCATXO.'f , S/0 RAMON
HOUR BBGDINlNG
PEAK HOUR TOTAL
PEAK HOUR PACTOR
PBRCBNT OP LBG
PBRCBNT OP TOTAL
HOUR Bl!Gn<NXNO
PEAK HOUll TOTAL
PEAX H01;1R FACTOR
PBRCBNT OP LBG
PBRCBNT OJI' TO'l'AL
HO,:)R BEGINNING
PEAX HOUR TOTAL
PEAK HOUR PACTOR
PBRCBNT OP LEO
PERCBNT OP TOTAL
AM PEAX HOUR ANALYSIS
NORTKBOOND SOUTHBOOND
09,45AM 07:15AK
163 229
135 314
125 234
142 211
565 988
0.86 0.78
5.36 9. l.4
2.60 4.55
NOON PEAK HOUll ANALYSrs
NORTHBOUND
12, 30PM
166
l.63
165
187
681
0.91 6. 4 6
3.13 PM PEAK
NORTHBOUND
04, 30PM
268
268
305
236
1077
0.88 10.21
4.96 HO,:)R
SOUTHBOOND
ll.145AM
177
189
179
203
748
0.92 6.92
3.44 ANALYS:tS
SOUTBBOOND
02r30PM
200
181
163
181
725
0.90 6.70
3.34 DATE :02-26-15
TOTAL
07t30AM
425
337
303
324
1389
0.81 6.40
TOTAL
12130PM
369
315
338
360
1382
0.93 6.37
TOTAL
04130PM
464
420
481
404
1769
0.91 8.15
COR/RM Prepared by NBWPORT TRAPPIC STUDIBS
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 1
APPENDIX C
City of Rancho Mirage Noise Compliance Evaluation Study April 5th - April 10th, 2016
7-1259
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 2
Introduction
The purpose of this report is to document traffic noise levels generated on Ramon Road, Rancho Mirage, CA 92270 and received by the property line of residential locations on Calle Del Norte, overlooking Ramon Road. Addi tionally, this report will present the calculated average sound pressure level s for three durations per 24 hours (CNEL), in order to investigate compliance with the City of Rancho Mirage Noise Ordinance, CA.
It must be noted that in this report CNEL value s stated are the actual levels recorded and do not account for any afternoon and/or night time penalties commonly associated with this value.
Technical information
Dates of noise data obtained: April 5th to 10th, 2016
Monitoring Locations: 25, 29 and 51 Calle Del Norte, Rancho Mirage, CA 92270 Equipment: Three precision sound level meters. 3M Quest SoundPro DL, Type-1 Settings: A-Weighting. Slow.
Calibration date: April 5th 2016
7-1260
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 3
Measurement Details
Three houses were identified as key locations to obtain the noise measurements. All measurements were conducted according to the relevant Caltrans standards as well as the City of rancho Mirage Noise Ordinance.
All three noise monitoring systems were installed by the property lines, at the back side of each residential property, overlooking Ramon road. All three noise monitoring systems were o verlooking Ramon Road, the noise source under investigation.
Total duration of continuous noise levels analyzed in this report is 94 hours per location. Figure 1 i n APPENDIX-A, illustrates an aerial pictures of the general area and the specific locations where noise levels were obtained.
Noise Data
Table1 below states all noise levels obtained, for each location, for three CNEL periods per 24 hours, for 7:00 am to 6:00 pm, 6:00 pm to 10:00 pm, and 10:00 pm to 7:00 am. Figure 2 in APPENDIX -A, illustrates graphically the total ambient noise levels measured continuously for all three locations.
7-1261
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 4
Table 1. Noise levels obtained for three CNEL values per 24-Hours Date Time interval Calle Del Norte
House #
CNEL (dBA)
April 5th - 6th
10:00 pm to 7:00 am 25 55.7
29 53.7
51 55.5
April 6th
7:00 am to 6:00 pm 25 59.5
29 56.3
51 54.9
6:00 pm to 10:00 pm 25 58.3
29 57.4
51 56.8
April 6th - 7th
10:00 pm to 7:00 am 25 56.8
29 54.9
51 54.1
April 7th
7:00 am to 6:00 pm 25 60.1
29 59.3
51 61.2
6:00 pm to 10:00 pm 25 59.3
29 58.6
51 58.4
10:00 pm to 7:00 am 25 56.2
7-1262
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 5
April 7th - 8th 29 54.7
51 55.3
April 8th
7:00 am to 6:00 pm 25 59.7
29 58.5
51 58.6
6:00 pm to 10:00 pm 25 58.2
29 57.0
51 57.9
April 8th - 9th
10:00 pm to 7:00 am 25 54.9
29 53.2
51 53.9
April 9th
7:00 am to 6:00 pm 25 58.0
29 57.3
51 55.9
6:00 pm to 10:00 pm 25 58.5
29 57.6
51 58.3
April 9th - 10th
10:00 pm to 7:00 am 25 54.2
29 52.3
51 54.0
7-1263
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 6
Analysis
Table 2 below, states the maximum allowable limit for exterior noise levels reaching the property lines of residential locations, according to the City of Rancho Mirage Noise Ordinance.
Table 2. Noise Level Maximum Allowable Limits
Type of Land Use Time Interval CNEL Limit (dBA)
Residential, Low Density
7:00 am to 6:00 pm 55
6:00 pm to 10:00 pm 50
10:00 pm to 7:00 am 45
Table 3 below, states all exceedanc es calculated in relation to the City Noise Ordinance maximum allowable CNEL limit.
Table 3. Calculated Exceedances
Date Time
interval
Calle Del
Norte
House #
Maximum
Allowable
CNEL Limit
(dBA)
CNEL (dBA) Exceedances
(dBA)
April 5th - 6th
10:00 pm to
7:00 am
25 45
55.7 10.7
29 53.7 8.7
51 55.5 10.5
April 6th
7:00 am to
6:00 pm
25 55
59.5 4.5
29 56.3 1.3
51 54.9 -0.1
25 58.3 8.3
7-1264
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 7
6:00 pm to
10:00 pm
29 50 57.4 7.4
51 56.8 6.8
April 6th - 7th
10:00 pm to
7:00 am
25 45
56.8 11.8
29 54.9 9.9
51 54.1 9.1
April 7th
7:00 am to
6:00 pm
25 55
60.1 5.1
29 59.3 4.3
51 61.2 6.2
6:00 pm to
10:00 pm
25 50
59.3 9.3
29 58.6 8.6
51 58.4 8.4
April 7th - 8th
10:00 pm to
7:00 am
25 45
56.2 11.2
29 54.7 9.7
51 55.3 10.3
April 8th
7:00 am to
6:00 pm
25 55
59.7 4.7
29 58.5 3.5
51 58.6 3.6
6:00 pm to
10:00 pm
25 50
58.2 8.2
29 57.0 7
51 57.9 7.9
April 8th - 9th
25 45
54.9 9.9
29 53.2 8.2
7-1265
Email: [email protected]
Tel: 213 909 5375
2745 Glassell Street, Los Angeles, CA 90026
APPENDIX C - 8
10:00 pm to
7:00 am
51 53.9
8.9 April 9th
7:00 am to
6:00 pm
25 55
58.0 3
29 57.3 2.3
51 55.9 0.9
6:00 pm to
10:00 pm
25 50
58.5 8.5
29 57.6 7.6
51 58.3 8.3
April 9th - 10th
10:00 pm to
7:00 am
25 45
54.2 9.2
29 52.3 7.3
51 54.0 9
It is clear that noise levels due to Ramon Road Traffic, received by the property lines of the residential properties investigated (25, 29 and 51 Calle Del Norte ), exceed considerably the allowable maximum noise levels stated by the City of Rancho Mirage Noise Ordinance.
Exceedances of over 10dBA were observed during night time hours which is considered an extreme breach of the City Noise Ordinance.
It is advised to conduct a noise mitigation study in order to prescribe the most appropriate noise mitigation methods for the Highway Noise received by the Properties on Calle Del Norte, overlooking Ramon Road.
7-1266
END OF DOCUMENT
7-1267
7-1268
PETERS
&
FREEDMAN,
L.L.P.
ATTORNEYS
AT
LAW
DAVID
M.
PETERS
JAMES
R.
McCORMICK
JR.
, CCAL
STEPHEN
M.
KIRKLAND
CHRISTINA
M.
BAINE
DeJARDIN
KYLE
E.
LAKIN
43100
COOK
STREET
, SUITE
202
PALM
DESERT,
CA
92211
ZACHARY
R. SMITH
TRACY
F. LINKOWSKI
LAURIE
F. MASOTTO
JEFFREY
D.
PAAPE
KEENAN
A. PARKER
DY
ANNE
L.
PETERS
LAURIE
S. POOLE,
CCAL
TIFFANY
N. SMITH-NGUYEN
SIMON
J.
FREEDMAN
(RET)
Via
Electronic
and
First
Class
Mail
Steven
B.
Quintanilla,
City
Attorney
City
of
Rancho
Mirage
Tel:
(760)
773-4463
Fax:
(760)
773-0919
November
7, 2017
Law
Offices
of
Quintanilla
&
Associates
P.O.
Box
176
Rancho
Mirage,
California
92270
www.HOALAW.com mail@HOALA
W.
com
ENCINITAS
OFFICE
191
CALLE
MAGDALENA,
STE.
220
ENCINITAS,
CA
92024
Tel
: (760)
436-3441
Fax
: (760)
436-3442
ORANGE
COUNTY
OFFICE
16 JOURNEY,
BLDG.
A,
STE
. 200
ALISO
VIEJO,
CA
92656
Tel:
(949)
390-2977
Fax
: (949)
335-9044
Re:
Mira
Vista
at
Mission
Hills
Homeowners
Association
\ Ramon
Road
Widening
Our
File
No.
2104
Dear
Mr.
Quintanilla:
As
you
know,
the
Law
Firm
of
Peters
&
Freedman,
L.L.P
., represents
the
Mira
Vista
at
Mission
Hills
Homeowners
Association
("Association").
We
have
not
yet
received
a response
to
our
letter
dated
September
26,
2017
(a
copy
of
which
is
enclosed
for
your
referen~e).
Please
advise
when
you
will
be
providing
a substantive response
to
our
letter.
Thank
you
for
your
attention
to
this
matter.
Very
truly
yours,
PETERS
&
FREEDMAN,
L.L.P.
~~/~
Christina
Baine
DeJ
ardin
CBD\dlr cc:
Board
of
Directors
G:\21
\2104'cbd\ltr\Jtr
Quintanilla
re
Ramon
Road-2.
wpd
Rancho Mirage Municipal Code
Up Previous Next Main Collapse Search Print No Frames
Tit le 8 HEAL TH AND SAFETY
Chapter 8.45 NOISE
8.45.010 Purpose.
The city has established a quality of life and environment in which peace and quiet is highly valued by its residents, visitors and businesses. The existence of excessive noise within the city is a condition which is detrimental to the health, safety, comfort, welfare and quality of life of the citizenry and shall be regulated in the public interest. This chapter has been created to implement the goals and policies of the noise element of the city’s general plan and to prohibit undesirable noises in the community. This chapter shall be referred to and cited as the Rancho Mirage noise ordinance. (Ord. 633 § 1(Exh. A), 1995)
8.45.020 Definitions.
Ambient noise level means the all encompassing noise level associated with a given environment, being a composite of sounds from all sources, excluding the alleged offensive noise, at the location and approximate time at which a comparison with the alleged offensive noise is to be made.
Cumulative period means an additive period of time consisting of individual time segments which may be continuous or interrupted.
Decibel (dBA) means a unit of sound level measured on a sound level meter using the A-weighting network.
Emergency means any occurrence or set of circumstances involving actual or imminent physical danger, crisis, trauma or property damage which demands immediate action.
Noise level means the same as sound level the terms are interchangeable.
Person means any individual, association, partnership, corporation, organization, or public agency, including associated officer(s), employee(s) or department(s).
Sound level means the quantity of decibels measured using the frequency weighting of A of a sound level meter.
Sound level meter means an instrument meeting the American National Standards Institute’s standard S1.4-1983 or later revision, for Type 1 or Type 2 specifications; or an instrument and the associated recording and analyzing equipment which will provide equivalent data. (Ord. 633 § 1(Exh. A), 1995)
8.45.030 Exterior noise level limits.
No person shall operate or cause to be operated any source of sound or allow the creation of sound or noise on property owned, leased, occupied or otherwise controlled by such person which causes the noise level, as measured on any other property, to exceed:
A. The noise level for the applicable zone specified in Table A-1 for a cumulative period of more than thirty minutes in any hour of the applicable time period.
Table A-1
Land Use/Zone Time of Day