HomeMy WebLinkAboutCT 99-02; POINSETTIA PROPERTIES CONDO PERMIT PA 7; Substantial ConformancePACIFIC
OCEAN
VICNTYMAP
Planning
Area 7
PfnECTDATA
ZONING IS RD-M.
PROPOSED PROJECT IS LOCATED IN LOCAL FACIUTIES MANAGEMENT PLAN ZONE 22.
TOTAL AREA WITHIN THE SUBDIVISION BOUNDARY IS 18.7 ACRESi:.
(INCLUDING THE N'L Y VACA TED PORTION OF POINSETTIA LANE}
TOTAL BUILDING CO\/ERAGE: 196,792 S.F. (24,C OF TOTAL SITE AREA)
TOTAL BUILDING SQUARE FOOTAGE: 278,078 S.F.
GENERAL Pl.AN DESIGNATION: EXISTING: RIJH
PROPOSED: RMH
SPECIFIC PLAN NUMB£R: 210
UNIT /PLAN SUWARY:
Pl.AN
1-(TWO STORY}
2-(TWO STORY}
J-(TWO STORY)
4-(TWO STORY)
RV STORAGE
S1ZE
2,036 SF
2,268 SF
2,377 SF
2,628 SF
PRODUCT MIX
22 UNITS (18,C)
24 UNITS (21X)
J6 UNITS (JIX)
J5 UNITS (JO,C)
TOTAL: 117 UNITS (100,C)
3,051 SF
PARKING REQUIRED: 234 CO\/ERED RESIDENT SPACES (2 PER UNIT}
JJ VISITOR SPACES
2,340 R. V. S.F.
PARKING PROVIDED: 234 CO\/ERED RESIDENT SPACES (2 PER UNIT)
94 VISITOR SPACES (ON STREET)
4,398 R. V. S.F.
OPEN SPACE: PR/VA TE REAR YARD 225 S.F. MIN. PER UNIT/LOT
OPEN SPACE LOT 73,686 S.F.
40• LANDSCAPE EASEMENT 78,002 S.F.
TOTAL OPEN SPACE AREA = 167,196 S.F.
PROPOSED DENSITY:
#' 117 UNITS 117 ~ "'-~-., 6.26 UNITS/AC. ,i-•f;> 18. 7 AC. 18. 7 ,;t(/t
l/ NOlES
ALL BUILDINGS AND /OR STRUCTURES IDENTIFIED ON THIS PLAN
ARE PROPOSED.
SETBACKS ARE AS FOLLOWS
INTERIOR STREETS, FRONT=IO' MIN. TO OPEN PORCH
15' MIN. TO STRUCTURE
REAR=IO' MIN.
SIDE=5' MIN.
BU/WING SEPARATION: 10' MIN.
SEE 1H£ POINSETTIA SPECIF/CATION PLAN FOR
ADDfnONAL WALL AND FENCING fNFORMA TION.
MATURE 1/EGETATION W/1HIN 1HE SIGHT LINE AREA OF ALL
INTERSECTION$ SHALL 8£ NO CREA TER THAN JO" IN HEIGHT
OR HA 1/f A CANOPY NO LESS 1HAN 8' IN HEIGHT.
NO STRUCTURE, FENCE, WALL, SIGN, OR OTHER Of3EJECT OVER
I'
JO" ABO\/f THE STREET LEVfL SHALL BE PLACED OR PERMITTED ::i·· ~;i,'"-
TO ENCROACH WITHIN 1HE SIGHT LINE AREA IDENTIFIED HEREON ::;
AND IN ACCORDANCE WITH CITY STANDARDS. THE UNDERLYING
-----------------------------
POINSETTIA PROPERTIES
PLANNING AREA '7'
PlB..JC 88WICES AN) DISI AiCTS=
WATcR--------------CARLSBAD MUNICIPAL WATcR DISTRICT
Sf'KR--------------CARLSBAD MUNICIPAL WATcR DISTRICT
STORM DRAIN---------CITY OF CARLSBAD
GAS AND ELECTRIC------SAN DIEGO GAS .t E1£CTRIC
TELEPHONE-----------PACIFIC TELEPHONE
CABLE T.V.-----------DANIELS CABLE 7FLEVISION
SC/100/.-------------CARLSBAD UNIFIED SCHOOL DISTRICT
FIRE PROTECTION-------C/TY OF CARLSBAD
ASSESSOR'S PARCEL NO.
214-150-17
SHEETtoEX
SH££T 1 -TITLE SHEET AND NOTfS
SHEET 2, J -SITE PLAN
-------.-...... ---· --:::.-_.-.. -.-... -.... :::: .:::: .. -.. -.... -..........
CBERAL INFORMATION
APPL/CATION: PUD __ _
OWNER/APPUCANT: FIELDSTONE POINSETTIA COi-£; LLC
5465 MOREHOUSE DR. SUITE 250
SAN DIEGO, CA. 92121
TEL: 19-8081
DA7E
0:
PREPARED BY: PROJECT DESIGN CONSULTANTS
701 B STREET SUITE 800
SAN DIEGO, CA. 92101
TEL: 619'-235-6471
ENGINEER: PRD.£CT DESIGN CONSULTANTS
701 B STREET SUITE 800
SAN DIEGO, CA. 92101
TEL: 619-235-6471
!JAN l)/E00 NOftfJIERN RAJi.flOAO APN 214460-1.2
CARLSBAD BLVD.
L.EQEN)
SUBDIVISION BOUNDARY ................................................... -------
LOT LINE ....................................................................... -------
EXISTING CONTOURS ...................................................... --JIG --
PROPOSED CONTOURS ........................................ · .... · .. ······ 50' ---
PROPOSED SLOPE........ .. ..................... J Y =
PROPOSED BUILDING LIM/ TS .............................................. . ,--7
L __ _J
PROPOSED SEWE'R MAIN/ MANHOLE ......................... --S-0---
PROPOSED STORM DRAIN .t CLEANOUT OR INLET ................. ~
PROPOSED WATER MAIN ................................................... ----W------
PROPOSED FIRE HYDRANT ................................................ ---I
EXISTING STORM DRAIN &-CLEANOUT OR INLET ................. CJ=-=-----=
EXISTING SEIIE'R MAIN ................................................... -5-----
EXISTING WA 7cR MAIN ................................................... -----W-------
DA 'rl./GHT LINE. .. . .. . .. . .. . .. . .. . .. .. .. .. .. . .. .. .. . .. .. .. . .. .. . .. . .. . .. .. .
PROPOSED STR££T LIGHT. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. . .. . .. .. .. .. .. .. .. . .. ~
GRADIENT AT INTERSECTION..................................................... /1.QIJ{
SIGHT DISTANCE UN£ ............................................................ ..
FINISH FLOOR ELEVATION ..........................•..•...•........•.............. FF 104.2
RECREA TIONAI. VEHICLE PARKING (12'x 40~ . .. .. .. . .. . .. .. .. .. .. . .. . .. .. . . RV
15' x 15' MINIMUM DIMENSION (RECREA nON CREDIT AREA) · ........ · .. · .. • ~
SOUND WALL ......................................................................... .
3,051
-------1'
LEGAL DESCRIPTION
THOSE PORTIONS OF LOTS 2 AND J AND THE EAST HALF OF NORTHEAST QUARTfR IN
SECTION 29, TOWNSHIP 12 SOUTH, RANGE 4 IIE'ST, SAN BERNARDINO MERIDIAN, IN 1HE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO
OFF7CIAL PLAT THEREOF, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 29 AS SHOWN ON MAP
NO. 7476, FILED IN THE omCE OF 1HE COUNTY RECORDER IN SAID COUNTY; THENCE'
ALONG THE EAST SECTION LINE OF SAID SECTION 29 SOU1H J8'14" IIE'ST 1,359.80
FEET TO A POINT ON THE PROLONGATION OF THE 00 • NORTH BOUNDARY LINE OF
SAID LOT 2; THENCE ALONG SAID PROI.ONGA TION 27'20" l'lfST 1,345.52 FEET TO A
POINT ON THE SOUTHIIE'STERLY NORTH 89 • RIGHT-OF-WAY LINE OF A 200.00 FOOT
RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, SAID POINT
ALSO BEING THE TRUE POINT OF BEGINNING; THENC£ ALONG SAID RIGHT-OF-WAY
LINE SOU1H 20 28'04" 'EAST 1,673.44 FEET TO A POINT ON THE NORTHERLY
RIGHT-OF-WAY LINE OF THE 102.00 FOOT WIDE ROAD KNOWN AS POINSETTIA LANE,
AS DESCRIBED IN PARCEL 1 IN DEED TO THE CITY OF CARLSBAD RECORDED AUGUST
21, 1974 AS DOCUMENT NO. 74-227600 OF OFFICIAL RECORDS; THENCE ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE SOU1H 76' 56'54" ~T 495.69 FEET TO A POINT
ON 1HE EASTfRLY RIGHT-OF-WAY LINE OF THE STATE HIGHWAY AS DESCRIBED IN
PARCEL 5A OF FINAL ORDER OF CONDEMNATION IN SUPERIOR COURT OF SAN DIEGO
COUNTY, CASE NO. 165983, A COPY OF ~/CH BEING RECORDED APRIL 23, 1952 IN
BOOK 4444, PAGE J95 IN THE OFFICE OF THE COUNTY RECORDER IN SAID COUNTY;
1HENCE ALONG SAID E'ASTcRLY RIGHT-OF-WAY UN£ NORTH 19 09'02" l'lfST 1,652.37
FEET TO THE BEGINNING OF A • TANGENT 19,846.00 FOOT RADIUS CURVE CONCA VE
EASTfRLY; THENCE NORTHERLY ALONG 1HE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 22'J6" A DISTANCE OF IJ0.47 FEET TO A POINT ON SAID NOR1H
BOUNDARY 00 'LINE OF SAID LOT 2; THENCE Al.ONG SAID BOUNDARY LINE SOUTH 89'
27'20" EAST 462.20 FEET TO THE TRUE POINT OF BEGINNING.
EXCEPTING THEREFROI.I ALL OIL AND MINERAL RIGHTS BELOW 500 FEET WITHOUT RIGHT
OF SURFACE' E'NTRY AS RESERVfD BY A.L. SHIPLEY. JR., CONSERVATOR OF THE
E'STATf OF GEORGE H. CAPRON IN DEED RECORDED JUNE JO, 1969 AS FILE NO.
116905 AND RE-RECORDED JULY 2J, 1969 AS ALE NO. 132460, B01H OF omcrAL
RECORDS.
~ ·1c>I ""0, -;;-\l. \_).~\ ·r,;~1
I,-. ,.
20' .,,.
I
?%
.,, .
-STRUCTURAL SECT/ ON
PER CITY OF CARLSB AD
TIONS STANDARD SPECIF/CA
15. :"~"::tl,l:!' 1t:~l -·,, /!'-.
8lJFS[)E LAtE
6 • TYPE "G" CllR8
&-GUTTER TYPICAL SECTION
NO SCALE
6" TYPE' •c• CURB
& GUTTER
LOT COVERAGE
tllHt.Dfl>IG c~~" TAKL 59 f6JO J744 44,C 17.10 BUI ~~. EXCLUSIVE
UNIT I COVERA'GE; S.F. US£ ARE:A "fs.r. COVERAGl' (,r S£TBACJ< • 60 16JO J72J 44% 18.72
1 1 JO 6926 24% JB.09 61 1692 J677 46% 17.00
2 f 52 4080 45% 23.88 62 1852 J705 50% 18;00
J f 52 J800 49% 20.08 6J 1520 3676 41% 16.00
4 f 20 J684 41% 17.48 64 1852 3705 50% 18.00
5 f 52 J752 49% 17.63 65 1630 3804 43% 19.51
6 f6JO J897 42% 22.69 66 1852 3816 49,r 16.86
7 1520 4044 38,C 18.36 67 1520 3804 40% 21.44
8 1852 4133 45% 20.05 68 16JO 3728 44% 16.98
9 1520 3951 38% 24.29 69 1692 J648 46% 17.00
10 1692 5369 32% 17.00 70 1852 J705 50% 18.00
11 1852 4162 44% 19.50 71 16JO 3775 43% 18.00
12 1630 3756 43% 18.00 72 1520 3777 4CX 20.28
1J 1692 3700 46,C 17.00 7J 1852 3785 49% 16.82
14 1630 3700 44,r 18.00 74 16JO 3807 43% 19.97
rs 1692 3700 46,C 19.00 75 1852 3714 50% 18.00
16 1630 3774 43% 19.7 76 1852 3704 50'1 18.00 17 1852 JB50 48% 21.71 77 16JO 3762 43% 18.56
18 1692 3867 44% 21.71 78 1692 3774 45'1 16.98
I I I
I I I I ,, I I I I I II
I ,
I
'
19 1630 4329 38% 17.6J 79 1520 3785 4C'1 20.32 20 1692 4390 J9,C 14.54 80 1630 3792 43'1 17.12 21 1630 3916 42% 21.29 81 1692 3716 46,C 18.00 22 1630 JB60 42% 18.00
2J 1852 JB60 48Jf 18.00 82 1852 3716 50,: 16.00
24 1520 3860 39,r 16.7 BJ 1520 3716 41:C 17.00
25 1692 3916 43:C 17.00 84 1692 4555 37,: 16.14
26 1630 3860 42:C 17.00 85 1520 3775 4C:C 11.00
27 1692 3860 44,i 17.00 86 1692 3634 47,: 14.34
28 1852 3860 48% 18.00 87 16JO 3983 41,C 15.3
29 1520 3916 39% 17.7 BB 1520 4157 37,: 29.60
JO 1692 3903 43% 17.0J 89 1692 4440 38X 25.71
31 1630 4029 4C% 20.97 90 1692 4937 34% 16.JO
PROPERTY OWNER, OR HOMEOWNER'S ASSOC/A TION SHAU
MAINTAIN THIS CONDITION.
58' PUBLIC UTILITY ~!ACCESS EASEMENT
32 1630 4159 39,r 16.98 91 1630 3868 42X 22.17
J.J 1852 4310 43,r 18.98 92 16JO J787 4J,C 18.00
34 1852 4260 43,r 18.00 93 1852 3705 50% 18.00
JS 16JO 4260 38X 18.00 94 1520 3676 41% 16:67
KEY MAP
PR/VA 7f DRAl',;::_=::::r I CJ
0:
AREA' ORAIN--~r~r--==-"tr-=::-;~;;i----AREA DRAIN
I. ) J qa,.J . . ~~-
P.c.-0.
HP 115 r· ·:;i~
FENCE --1 j ,y,ziii£ii:J
\
~·4SI WALK·
4.5' LANDSCAPE PARKWAY
PASADENA
. .
' 12'.·
~!"" .·. :.~I-"---.....,IJ . . . ' . . .
•
PAD ELEVATION
P.E.-0.2' BWG TYPE NUMBER -l~i.i HP
F1NISH£D FLOOR -+--m!·
ELEVATION ,,,:•,' .-
Jj:~ii:t!G\i
5' MIN.
SET BACK (TYP.)
5'
SECOND STORY ELEMENT
(SHADED AREA)
53.5 PUBLIC UTILJTY AND ACCESS EASEMENT I"' 1---------------------1;,: :::i
'2' l>-5• ~ ~ ~
SET BACK (TYP.) 4.5' 4' 4. 1 • VARIES !ii)
EASEMENT LINE----j'--t--t-l---.......J"'-----l----'-"-----1-..:..:.::;=-1~
'LL---15' MIN. SETBACK I · •• ··. • · "----" TO STRUCTURE
>---++-10' MIN. I PER CITY OF CARLSBAD
STAl>IDARD SPECIF/CA 710NS ·• .. , ,•. , SET BACK TO _....C:J.--+~~+-.• -'-'----'--. .~. --'+--L..J-.L.L.,..,,...,..H (TYP.) I [
STRUCTURAL SECTION
" l!' • ..
1VEWAY
14.5'4' 4. '
EASEMENT LJI>/£ ----j
6' SOUND
WALL
-.?:,
I
I
I 2
I ·0,;
4" P.C.C. SIDE'WAL
6" TYPE "G" CUR
& GUTTER
K-
B
;;,c· . ,.
) f},.; '
4.5' 4' 4.
EASEMENT LINE ----j
I
I
I
<:-,-:·-\ DRf\'E'WAY (MIi>/. 15:f)
PER LANDSCAPE
PLANS. ADDITIONAL
PASADENA DRfVfWA YS
MAY 8£ AOOED
TYPICAL lNT atADNl AN)
~GEFEOUfBENTS TYPICAL lNT Dt.BSIONS AN)
SE I BACK REOlffMENTS
4• P.C.C. SIDEWALK
6" 711'f "G" CURB-~
ct GUTTER
PRIV A Tl:: S I REE I t3
PUBLIC UTILITY AND ACCfSS EASEMEl>IT
TYPICAL S£C710N
4 • P. C. C. SIDEWALK
~-6" TYPE "G" CllRB 6" TYPE "G" CURB ----'
& GUTTER .t GUTTER
PATH: T:\OfOR\1<f.30\SITE\
DWG NM£: 14JOSTDI
l>/0 SCALE
DATE: 15/22/IHI
lit.It: 4: OI p.m.
l>/0 SCALE
NO SCALE
J2'
16' ... .5' 4' 4.5
f--EASEMENT LINE
~STRUCTURAL SECTION
I PER CITY OF CARLSBA
STANDARD SP~ "FICA
I
~s
2% 15. 1,% I
..• ;Y:-1/"' I
'\', >'
PRIVATE STREET A
PUBLIC UTILITY Al>ID ACCESS EASEMfl/T
TYPICAL S£C710N
NO SCALE
62' PUBLIC UTILITY AND ACCESS EASEMENT
36'
18'
15.
PRIVATE SIREEIS C&:D
PUBLIC U71UTY AND ACCESS EASEMfNT
TYPICAL SECTION
NO SCALE
~
6
4• P.C.C. SIDE'WALK
• T'tP£ "a• CURB
.t GUTTER
4• P. C. C. SIDEWALK
'---6" TYPE "G" CURB
&-GUTTER
36
37
J8
39
4C
41
42
43
44
45
46
47
48
49
50
51
52
5J
54
55
56
57
58
1520 4260 36%
1692 4316 39%
1852 4260 43%
1630 4269 J8%
1520 4260 36%
1852 4316 43%
1630 4233 39%
1692 4111 41%
1852 3981 47%
1520 J929 39%
1692 3860 44%
1630 3860 42%
1520 J860 39,.
1852 3860 48%
1692 J860 44%
1630 3862 42%
1630 4001 41,C
1852 4846 38%
1852 4734 J9%
1520 4170 J6X
1520 3964 38%
1852 3714 50%
1692 3690 46X
Mfl>IJMIJM EXCLUSIVE AREA -3634 S.F.
A VERAGf EXCLUSIVE AREA = 3936 S.F.
A VERAGl' BIJft.Dfl>IG COVERAGf= 42% -A VERAGl' FRONT YARD SETBACJ< -18.55 FT.
• FROM LIVABLE AREA
16.7 95 1692 3684 46% 17.00
17.00 96 16JO 3754 43% 18.74
18.00 97 1852 3779 49% 16.87
18.00 98 1852 J786 49% 20.00
17.67 99 1520 3758 4C% 16.16
18.00 100 1692 J66J 46,C 17.16 21.31 101 16JO J685 44% 17.00 16.98 102 1520 3711 41% 17.67 20.00 103 1852 3705 50% 18.00 16.67
17.00 104 1630 3658 45% 17.00
17.00 105 1692 3655 46% 17.00
17.67 106 1520 3676 41% 17.7
18.00 107 1852 3709 50% 18.36
17.00 108 1692 3776 45% 16.98
19.00 109 1630 3854 42% 21.29
20.21 110 1630 3820 43,: 16.19
27.93 111 1852 3708 50% 18.00
J0.99 112 1852 3708 50% 18.00
29.99 IIJ 1520 3683 41% 17.7
17.67 114 1630 3658 45% 16.97
18.00 115 1692 3682 46% 17.00
19.14 116 1852 3705 50% 18.00
117 1630 3727 44% 18.00
TOTAL 196543 497016
FOUND IN SUBSTANTIAL CONFORMANCE
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