HomeMy WebLinkAboutCT 11-02; LA COSTA VISTA; Tentative Map ExhibitI
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I EXISTING BUILDING
APPROVED
11115 1$ 'l'IIE Arr!iicm:D 11:M'AlM IIW'/$11!
Pl.Ari FOR i'ROl[Cl NO. (,, -,-I/. rJ .t l"Ell COl'i!lfflGi't
NO. b IIF CAll!.SIIA.D ~111!1
co:~MISSICN RlSOLUflOl'Ol!I. h 10 ;,t.__
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PLArlN.ING Dl'.'IS!GN [H~,Nl:LRL~G OW;SION OA.rE
PRELI1i1INARY GRADING PL1\N
§ ' i~ 8 ~1c:::;:;:
'
' <
2'(TYP)
-CARACE ,S
sco 43. 00 GFF
42.33 PAD
GARAGE
43.00 GFF
42.33 PAD ' '
I SEE SHEET 2 FOR SECTIONS AND DETAILS I
I FIRE SPRINKLERS Will BE REQUIRED I
NOTE :
BMP4
PROPOSED
PERFORATED PIPE
UNIT 7
43.50 FF
42.83 PAD
UNIT 6
43.50 FF \
42.83 PAD \c. , %
PROPOSrn OPENING ', ~
THROUGH PATIO WALL (WP.) c
LANDSCAP
' '
REMOVE EXIST.
WALKWAY AND
COORDINATE ~TH
ADJACE~T PROPER
OWNER
9.80,NV .
_,.· ~: '· ,'1" ·-~1'
,;., : i,. .) ,: ,,,.
"'.I()
UNIT 5
43.50 FF
4-2 83 PAD
, .,., priVqle,
p.<J.tt~,, ~
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ARCHITECT:
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LEGEND
EXISTING CONTOUR
PROPOSED CONTOLR
EXISTING ELEVA flONS
--40--
EXISTING SPOT ELEVATIONS
?ROPERTY LiNE
CATCH BASIN
PROPOSED ORAi~ INLET
PROPOSED FIRE HYDRANT
EXIST. FIRE HYDRANT
PROPOSED S[ll[R CLEAN-OUT
DOUBLE DETECTOR CHECK VALVE
PERFORATED PIPE
BENCHMARK
!:JI
P~OPOSfD )RI VEWAY
(G-14A.)
TOP OF RETAINING 'NALL
FINISHED GROUND
TOP OF WALL
FlOWLiNE
FINISHED SURFACE
FINISHED FLOOR
INVERT
WATER METER
CONCRE,f PATIOS/ALLEY GUTTER
CONCRETE SIDEWALK
PCROUS PAVERS
RETAIN1NG WALL
CHISELED SQUARE ON CONC. CURB SOUTH SIDE OF
BRIDGE ABOVE WPA MARK ON LA COS'A RD. 85' WE.ST
OF EL CAM NO REAL
ELEV: 17.770 (DATUM:U.S.C. & G.S.)
LEGAL DESCRIPTION
LOT 365 OF LA COSTA SOUTH UNIT NO. 5, IN THE COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 6600, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, MARCH 10, 1970.
"'· c/1
ST. lT EXIST. WA--ER METER
✓(PRO"'ECT IN PLAC:1')
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FS
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PLANS PREPARED FOR:
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rrEN111\11 IVE ~11\P NO.
CT 11-02 PlJD 11-05
PACIFIC
NOTES
g _J
_,.___\ l j
~l..
CITY OF ENC1NITAS ,
VICINITY MAP
1. TH!S IS A CONCEPTUAL GRADING PLAN OF A TOWNHOUSE
CONDOMINIUM. mE NO. OF DWELLING UNITS IS SEVEN (7).
2. WA lER SERVICES AND SEWER LATERALS TO BE INSTALLE.D
AS A PART OF THiS DE'VELOF~IENT
3. PROPOSE.D rnEE PLANTING AND LANDSCAP:: PER CITY
ORDINANCES, ALL EXISTING ON SITE TREES TO BE REMOVED
4. WATER: CARLSBAD MUNICIPAL WA ~ER DISTRICT
5. SEWER: LEUCADIA SEWER DISTi?ICT
6. SCHOOL: CARLSBAD IJN1FIED SCHOOL )1s·R1CT
7. PROTECTIVE COVEN AN TS: HOMEOWNERS ASSOCIATIONS
8. TRASH ENCLOSi;RE LOCATED ON SITE
ADDRESS
7500 JEREZ COIJRT,
CARLSBAD, CA 92008
ASSESSOR'S PARCEL
216-290-09
ENCHROACHMENT AGREEMENT SHALL EIE
REQUIRED FOR ALL STRUCTURE.S PROPOSED
WITHIN THE CMWD EASEMENT F'E.R DOCUt-;ENT
NO. 72-41804, RECORDED ON FEBRUARY 22,
1972.
jEXrERIOR LIGHTING FIXTURES WILL
l.'3.E MOUNTE.D ON GARAGES
NOTE :
SEE SHEET 2 FOR PROJECT DATA AND PRIVATE
DRIVEWAY PROFILE
CA IE: 04/30/12
mis IS A TENTATIVE PARCEL MAP OF A CONDOMINIUM
PROJECT AS DEFINED IN SECTION 1350 OF THE CIVIL CODE
OF mE STA lE OF CALIFORNIA. mE PROJECT CONTAINS A
MAXIMUM OF 7 AIRSPACE CONDOMINIUM UNITS
GRAPHIC SCALE
" y L ~-----'l----iJ BEGOVICH AND HAUG ARCHITECTS
3450 E. SPRING ST., #118
TMS DEVELOPMENT LLC ANTHONY MARK SFREDDO
ENGINEER OMS
CONSULTANTS, INC. ( IN l'EET )
l int'h =i 10 tl LONG BEACH, CA -90806
Tel : 562-988-1174
32 SYLVAN
IRVINE, CA 92603
32 SYLVAN
IRVINE, CA 92603
CIVIL ENG NEERS
·2_i11 •• ..i, 5t 1:,:,, l~,Jorl G:c.t :;;,, 1,:aw P 114--:'lll (i;;'IC r. 7t4-,'4C-Jci42
/V'v ·-_...., -
$1..H[NLJLi4 M. OC'NAN :,.:;:;:;: j45~j E:::i>. 91J0/1T
SHEET 1 f:# 2
PROJECT DA TA:
1. TOTAL AMOUNT OF sm: TO BE GRADED
2. PERCENT OF TOTAL SITE TO BE GRADED
3. AMOUNT OF SITE WITH 25% SLOPES OR GREATER
4. PERCENT OF TOTAL SITE lv1TH 25% SLOPES OF GREATER
5. AMOUNT OF SITE WITHIN HILLSLOPE REVIEW
6. PERCENT OF TOTAL SITE lv1THIN HILLSLOPE REVIEW
7. AMOUNT OF CUT
8. AMOUNT OF FILL
9. A.MOUNT OF IMPORT MATERIAL
10. MAXIMUM ~EIGHT OF FILL SLOPE
11. MAXIMUM HEIGHT OF CUT SLOPE
12. RETANING WALLS: TOTA.l LENGTH MAXIMUM HEIGHT
13. EXISTING/FqQPOSED LAND USE
14. ESTIMATED NO. OF PROJECT ADT
15. DENSITY : MAXIMUM ALLOWED
PROPOSED
16. ZONING
17. GENERAL PLAN
18. TOTAL SITE AREA
19. SETBACKS: FRONT SIDE
REAR
20. TOTAL BU LDING COVERAGE
21. PERCENT OF SITE TO BE LANDSCAPED
22. NO. OF PA.,K,NG SPACES PROVIDED
23. AVERAGE DEMAND (PO'ABLE WATER)
24. AVERAGE SEWER GENERATION
25. FIRE FLOW DEMAND
~Jlll t':(f:
,\ii![~
lJ'ir\f[
17,675 SF (0.40 ACRES)
100%
NCNE
N/A
NCNE
N/A
120 CY
190 CY
50 CY
N/A
N/A
300 LF.
1.50 FT.
TOWNHOME CONDOMINIUMS
7 x 8 = 55 AOT
19 UNITS/A\;RE
17 2 UNlfS/ACRE
RESIOENTIA.L DENSITY-MULTIPLE (RD-M)
RESIDEN 1AL HIGH DENSITY (RH)
17,675 SF (0.40 ACRES)
10 FT.
5 FT. 5 FT.
6658 SF
28%
16
250 GPO /UNIT x 7 = 1750 GPO
7 EDU x 220 GPD/EDU = 1540 GPO
2000 g;,m FOR 2 HOURS
45
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41
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37
35
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-
38'
/EXISTING SURFACE
1.36% ----------------
PRELINIINARY GRADING
FL GB R/11 GB GB
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2B7% ::;_-
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\PROPOSED SURFACE
1100
PRIVATE DRIVEWAY
SCALE: HORZ: 1"=10'
VERT: 1"= 2' )f :t,.,4l'"tlt (,er. "'!..~1,1-~ ,JP.C·i.':.11
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FLOW THROUGH PLANTER DETAIL
NTS
PROPOSED EARTH
RET. WALL
WITH 6' HIGH
BLOCKWALL
EXIST. 5' HIG. ~~~ _.
WOOD FENCE
(REMOVE)
EXIST. FG \ --
If.
I 5'
FL~W THROUGH PLAN T[R 1
-BJILDING
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(c.E.rt i'-'n:, I n-~u CJ►
NOTES
1_ H).f-D,IP .l),L.'~Nil[ LIJINE !~,!~,!!;:
e.:i~ll•!! .. r.\t!UI' r.',!i-ll~~•;ic~ ,,,NO
i't";;;ft: ~--~~ ,,,,-.,; ·CW't i;.-~1..1.,;;p,
,,, AGGREGATES IN OPENINGS
s
~-' tmmrfl~k ~ 1 • "111CK 6EDD1NG COURoE
, ,._,,,~ ,·~·; . . • ~ PERVIOUS CONCRETE
_ J 1,d~d:k0• _ 12' lHICK OPEN GRl,DED
,nu PLA!O!.H i,j(J~
t~W'lt.Cl"(.'N
2, f\/fl l"/\fL 'i:11~/"ff -;;'.,tl'it.'u "J"t, tl.:il-~LL t ---0 l• r.11i:.p; X z• l"l'!. 1.:;1JNll.1~'0c'$ ~o o~t-l.:a.!1:.1~ '~(j)"flt.>,;E G .... S.(t.i, ~LL
..J1:·Jt10 /1'.ll..T r:-.>.:.E,
• , J ,,.J ,";c.5f5~S[jif)ct-:z:;!ft3c::i_ gR8~ ~~Xl~J~)OX. 1 /2' DIA.
. iz -t--/,·,~ -ir_-}7 -U-"'fl:JV-~ ,~----5• MIN. STONE SUBBASE
'·. •: •., I: ~-~ • '~~.st~~~~\~\\--~
SECT10~
N.1 .5..
GENERAL OUTLET DETAIL NOTES:
I. NL•U. f-·,;'E S.; 1''.l ;l£ ~llEI) 10 tC.h-.\;,i' L'~·:;r,t '.ilW'JA
,'LR L.:C.Jf'.I' l}L~ CM C.""<ilLP.:A.
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FLOW THROUGH PLANTER OUTLET OET AIL
NTS
EXl5T. REI. WALL
WITH 6' HIGH BLOCK
WALL (PROTECT IN PLACE)
EXIST. FG \_ _
--·-z
;i"f-j--s: I :J·-:a· SANOY LOAM d p
MIN. INFILTRATION ~-
RATE ,• /HR I --c-=
If.
If.
7.50'
FLOW lHROUGH PLAN"'IR
PROPOSED
PROTECTIVE-·
fENCE
7.50'
WALKWAY -BUILDING
:55\1'-... , -~\-, ''\\'2:-11'-:0\~~1·11~l~~1\~,-~60,,.;•,-;---SOIL SJBGRi-\DE _..\ . ,, • \,,_ ..,-;~ -•• ,\ _,1,::::_--,;..;--,\--.-1•.-.·,\,_ \, ... PROPOSED 2' HIGH
BLOCK WALL V!TH
6' HIGH IV.I. FENCE [OGE RESTRAINT
EXIST. RET. WA.LL
111TH 6' HIGH BLXK
WA.LL (PROIECT IN PLACE)
EXIST. FG H ---•----~--::\--·-' ··~ '~ --I T_L
·:3 i I
18" SANDY '.OAM ~---'-----1--
~IN. INFILTRA TICN I L
RA TE 5' /HR _t:-'=
PERf"ORATED PIPE
POROUS PAVERS DETAIL
NTS
-4• DRAIN LINE
REAR Y ARO DRAIN INLET OET AIL
N.T.S.
5'
FLCW T,IROUCH PLANTER
lilMJN -----====-==---
PROPOSED EARTH
RET. WALL
'MTH 6' HIGH
BLOCKWALL
EXIST. 5' HIG""-----~
WOOD FENCE
(REMOVE)
EXIST. FG -\ -~ -
EXIST. 6' HIGH, __
CHAl~UNK FENCE
(REMOVE)
EXIST. FG ~
EXIST. 9' /-
111)E CHANNEL~
If. VARIFS 1---="'-----
.
I
-·--BUILDING
I -·
"" -I.! # ..
··-~~~"'---_::::::::,~. .-:-.1_ ... ·[ ..
~:
0--------6' DIA. PVC @S=0.50% I -O'A:RFLOW PIPE
1----'
SECTION B·B
NTS
GB
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VARIES
-BUILDING
SECTION A-A
NTS
ORIFICE PLATE DETAIL
~TS
PROPOSED 12' OPEN-GRADED
GRAVEL. APPRCX.
?ROPOSED
?ERFORATED PIPE
JNDERDRAIN S=0.50:>:
12• OPEN-GRADED
GRAVEL. APPROX.
1/2" DIA. ARCHITECT: PLANS PREPARED FOR:
SECTION C-C/G-G
NTS
PROPOSbJ
PERFORATED PIPE
UNDERDRAIN S=D.50%
PlRFORA TED PIPE
UNDERDRAIN S=D.50%
SECTION F·F
NTS
1 /2' DIA.
SECTION E·E
NTS
BEGOVICH AND HAUG ARCHITECTS TMS DEVELOPMEN-r LLC
3450 E. SPRING ST., #118 32 SYLVAN
LONG BEACH, CA -90806 IRVINE, CA 92603
fel 562-988-1174 -
o.~o:?. -
4' ~-~------SIDEWAU<
41.00FS
rr f~Nl11\l1IVE tvf1\P NO.
CT 11-02 PlJD 11-05
2+00
VARIES
,. 2.00' 1--------'----'---•· -PROPOSED
HYDRQMODIFICA flQN
'4CILITY
"' co I') u. •t) _J "' 0 '-" u. -:g 0 + ..;
" N ...
ct <j.
45
~ 43
41
.39
37
.35
'"'"---~PROPO~;ED 6' HIGH I BLOC~.WALL
I
----1-~ .• ~.-.,-• .• -_, _ ._,~-6',50' B16C,REIENIION ',"· _ ~ ,'? EXIST. 5' -IIGH WOOO
J 01 \ FENCE (RE~O'IE) l i ,,;~ ,,_ __
_'\-, V.i_X11/; Jj__j_)JiJj1/_,, -±=:,-.~"'"' II r EXIST. F~
IMPERMEABLE UNER PER ==~~/i'<, ~, . ~{,I; , , cl-i • ~~~~
GEO IECHNICAL RECCMMENDA ,10N ', ~ '\/ 0 ~
18" MIN. SAND/COMPOST MIX '111TH T: . -. . ~]·-. I 4' PERFORA'l'D PIPE 1~
:,'/IIR MIN. INFILTRATION RAfE 10 BE , -----L~IN. ENCASED IN '2' Tl-llCK
v131F1ED BY GEOTECHNICAL ENGINEER ;,, ;'. I cRN,n
P~OPOSED J',l'xoo·_A--~~~--_j'
OWNER :
ANf~~ONY
CONC. BOX
SECTION D·O
BIORETENTION + VAULf
NlS
LOCKE.D, REMOVl1BLE
CLOSE-MESH GRA fE
SLOPED INSTALLAT10N
If.
OULET BOX PROPOSED 5•
PIPE (OVlRFLO.V)
CONNECTS 10
CATCH BASIN
SECTION H·H
NTS
ORIFICE PLATE
(SEE ,ETAIL BELOW)
ENCINEER
~~Sio
;¢~.._R ~-, ~ ,·,.:, 'if" # m
:¼' NO. 34569 IJl
xp,9/30/1
CIVIi.
O~c_~I.~
OAT£: 04/30/12 -
DMS MARK SFREDDO CONSULTANT;;L_INC. .32 SYLVAN CIVIL ENGINEERS
IRVINE, CA 92603 'i!.Jl, .,.-ii $t f'., \Code,,.:;,,,.;~. 9~0~ ~ 114·-'IO·UJi-O F" 114-:4-0-JHZ
{\/1,~----,
§i.JRtNDt:A-if. DEWAN Rel :45:il EXP. 9no71}"
:iUEET 2 <$ 2