HomeMy WebLinkAboutCD 06-12; LA COSTA GREENS NEIGHBORHOOD 1.16; Consistency Determination~ I '1-R AD u--:·1
,,,'l".0i 1~~A_rP:::-R~OJECT
c--SITE n l, " 1L. CITY OF
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~S4N MARCOS
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AVE. ;f' ZC,
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CITY OF ENCINITAS
VICINITY MAP
NTS
MAST[R TENTATIVE MAP BOUNDARY
I
DOVE LANE'
ESTRELLA D£ MAR ROAD
LA COSTA VICINITY MAP
NTS
J''ROJECT SUMMARY ___ ,_
SF AC %
TOTAL SITE AREA 505,408 11.60 100.0%
STREET COVERAGE (INTERNAL)" 109,007 2.50 21.6%
BUILDING COVER.AGE 102.452 2.35 203%
PRIVATE YARD OPEN SPACE AREA 32,648 0.75 6.5%
REC. AREA 1 4,573 0.10 0.9% ----~ REC. AREA 2 4,934 0.11 1.0%
REC. AREA 3 4,223 0.10 0.8%
MAJOR SLOPES 178,524 4.10 35.3%
REMAINING COMMON OPEN SPACE"'" 69,047 1.59 13.7%
"INCLUDES ,All INTERN,AL PARKING, DRIVEWAYS AND SIDEW,ALKS
""TOTfol. 0.S. REQ'D IS 100 SF/UNIT= 86 UNITS x 100 • 8,600 S.F.
(ACTIVE REQUIRED· 75% OF TOT,AL O.S. 6,450 S.F.)
""" INCLUDES rv!NOR MANUFACTURED SL OPE AREAS AND FLAT AREl'S IN
FRONT OF AND BETWEEN BLDGS.
PLEASE NOTE THAT THE SQUAAE FOOTAGES AND ACREAGES ME
f>PPROXIIW\TE AND IW\YVAAY PFTER PREPAAATION OF FIN,Al ENGINEERING
PLANS
1~RCHITECTURE SUMMARY
DUPLEX
TOTAL# , TOTAL
#OF #OF ! OF #OF LIVABLE GARAGE PLAN
' PLAN UNITS BIJILOlNGS ! UNITS BllRMS SQ.FT. SQ. FT. ! SQ.FT.
1 1 6 I 6 3 1,812 471 2,283
2 1 6 .J.. 6 4 1,893 471 2,364 ... .. -.
' 12
' '
TRIPLEX
jTOTAL# TOTAL
PLAN #OF #OF OF #OF LIVABLE GARAGE· PLAN
TYPE UNITS BUILOlNGS ! UNITS BORMS SQ. FT. SQ. FT .. SQ. FT.
1 1 6 T ··~·· .. .
471 6 3 1,812 2.283
2 1 6 6 4 1,893 471 2,364
3 1 6 6 4 2,188 527 2,715
18
4PLEX
,TOTAL# I TOTAL
PLAN #OF #OF OF #OF LIVABLE GARAGE ~ PLAN
TYPE UNITS BUILDINGS ! UNITS BORMS SQ. FT. SQ. FT, i SQ, FT,
1 1 14· ... 14 3 1,812 471 2,283
2 1 14 ~ 14 4 1,893 471 2,364
3 2 14 28 4 . 2,186 527 . 2,715 .
56
TOTAL
BUILDING
SQ.FT,
13,600
14,184
27,882
TOTAL
BUILDING
SQ.FT,
13,698
14,184
16,290
44,172
TOTAL
BUILDING
SQ.FT.
31,962 33:ooo
76,020
141,078
TENTATIVE MAP/CONDOMINIUM PERMIT NO. CT 05-05 / CP 05-06
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PROJECT
BOUNDARY
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MASTER TENTATIVE
MAP BOUNDARY
PARKING SUMMARY
REQUIRED
RESIDENTIAL 2+ BDRM UNITS: 2 SPACES PER UNIT 2X86-· 172
RESIDENTIAL TOTAL 172
FIRST 10 UNITS = 5
GUEST REMAINING 76 UNITS X .25 = 19
-GUEST TOTAL 24
REC AREA ..
TOTAL 196
GARAGE
STANDARD
PARALLEL
DISABLED ..
COSTA GREENS
NEIGHBORHOOD 1.16
CITY OF CARLSBAD, CALIFORNIA
PROJECT BOUNDARY
PROJECT MAP
PROVIDED
-172
112
= 25
= 6
= 2 .
33
..
205
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!
I
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'
\'--PROJECT
\ BOUNDARY
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ELEVATION STYLE LEGEND
ITAL/AN/TUSCANY ( IT)
S-4NTA BARBARA/MEDITERRANEAN ( SB )
SPANISH COLONIAL (sc)
LEGEND
PROPOSED UNIT NUMBER
PROPOSED BUILDING NUMBER
PROPOSED TYPICAL BU/WING
PROPOSED PLAN TYPE
PROPOSED ELEVA T/ON TYPE
PROPOSED BUILDING FINISHED FLOOR
ELEVATION AND PAD GRADE ELEVATION
PROJECT BOUNDARY
EXISTING LOT NUMBER
PROPOSED EARTHEN SWALE
PROPOSED TERRAC[ DRAIN
PROPOSED BROW DITCH
PF/OPOSED EASEMENT LINE
PROPOSED TITLE RE.PORT ITEM NO.
PROPOSED SLOPE (2: I MAX)
PROPOSED% OF GRADE
EXISTING SEWER MAIN
PROPOSED SEWER MAiN
(8" PVC UNLESS OTHERWISE NOTED}
EXISTING WATER MAIN
<
FF 513.0
P512.2
<-
2% -
<--
PROPOSED WATER MAIN W/ FIR[ HYDRANT ---·· W _!'.r_
(8" PVC UNLESS OTHERWISE. NOTED}
EXISTING F?E.CLAIM[D WA TE.R
EXISTING STORM DRAIN SYSTEM
PROPOSED STORM DRAIN SYST[M
A. INLET OR CATCH BASIN
B HEADWALL
C. CL[ANOUT
0. STORM WATER TREA TM[NT UNIT
PROPOSED RETAINING WALL
[XIS //NG CONTOURS
PROPOSED CONTOURS
EXISTING STREET LIGHT
PROPOSED STREET UGH T
10' x 10' MIN. UNIT PA TIO AREA
ENHANCED ELEVA T!ON
ABBREVIATIONS
FL
TW
BW
TE
ES
s
w
RW
SD
NTS
ELEV
I[
R/W
PL
GB
Pl.
p
sr
NSf"
FP
vc
MH
/-ICP
f"LOW LIN£
TOP OF WALL
80 TTOM OF WALL. ·
TOP OF .rooTING
FINISH SURFACE
SEW[R
WATER
RECLA I MED WATER
STORM DRAIN
NOT TO SCALE
ELEVATION
INVERT ELEVATION
RIGHT OF WAY
PROPERTY L! NE
GRADE.BREAK . ' "¾ POINT f!F IN
PAO ELEVATION ,
GROSS .?/J .. ET '
NET SQ,. 'Fc;,T'e·
FLOOD'ftAf
VE.RTIC.A!. CUR\IE
MANHOLE • ',f"-,,-,,,.""··
REINfORCEO CONCRETE. PIPE
A RIP F?AP
1L~-A$ C D
----,~.,, ~---···~~---~"----.. '• -----..
o--Q
-------
PUBLIC UTILITIES AND DISTRICTS
GAS & ELECTRIC ....... SAN DIEGC GAS AND ELECTRIC
TELEPHONE. ............ PACIFIC BE.LL TELEPHONE.
WATER. .............. ,. CARI.SBAD MUNICIPAL WA /ER DIST.
RE.CLAIMED WATER. CARLSBAD MUNICIPAL WA TU/ DIST.
SEW'cR...... ..... .... . . 1.EUCADIA WASTEWATER DISTRICT
STORM DRAIN....... .. CITY OF CARLSBAD
FIRE.......... .... .... ......... C!TY OF CARLSBAD
POLICE. ... ., ...................... CITY OF CARLSBAD
SCHOOLS ....................... CARLSBAD UNIFIED SCHOOL DIST.
CT 05-05/CP 05-06
GENERAL NOTES
TOTAL PROJECT GROSS Ai'?E.A: 11. 6 AC
TOTAL NO UNI TS PROPOSED: 86
TOTAL NO LOTS EXISTING/ PROPOSED: 2
1.
2.
3.
4.
5,
ASSESSOR'S PARCEL NUMBER: 213-112-08 & 10 (POR)
GENERAL PLAN LAND USE DES I GNAT I ON PER MP
EX I ST ING: RMH (RES /DENT/AL MEDI UM-HIGH DENS I TY (8~ 15 DU' s/AC))
PROPOSED: RMH (RESIDE.NT/Al MEDIUM-HIGH DENSITY (8-15 DU's/AC))
EXISTING/PROPOSED ZONING: PC (RES/OE.NT/AL DENS! TY MULTIPLE)
(PER MASTER PLAN MP 98-01(0)) 6.
7. D!cNS I TY:
ALLOWED DENSITY: 8-15 DU/AC (PER MP 98-01(0))
PROPOSED DENSITY: 7.41 DU/AC (86 DU/ 1/.6 AC)
8. LFMP ZONE: 10
9. AVERAGE DAILY TRAFFIC TOTAL: 688 ADT (8 TRIPS X 86 UNITS) )
10. TOTAL NO. OP BLDGS. PROPOSED: 26 (6 DUPLEXES, 6 TRIPLEXES, & 14 FOURPL£XES
11, TOTAL BU I LD I NG COVERAGE: APPROX I MA TEL Y 2 .. 35 ACRES
GENERAL DESIGN NOTES
1. THIS PROJECT IS DESIGNED IN CONFORMANCE WITH THE. VILLAGES OF LA COSTA
MASTER PLAN (FOR THE. GREENS) MP 98-01 (D),
2. ALL STREET DESIGNS, STRE.[T LIGHTS, AND FIR[ HYDRANTS TO CONFORM TO CITY
OF CARLSBAD DESIGN STANDARDS AND AS APPROVED BY Tl-IE CIT'( [NG/NE.ER
3. EASEMENTS TO BE. PRO\IIDE.O RE.QUIRED BY Tl-1£ CITY ENGINEER, PUBLIC UTILITIES
& DISTRICTS.
4. ALL PROPOSED UT I LI TI ES TO BE UND!cRGRDUNO.
5. CONTOUR INTERVALS: 5 FEET
6. TOPOGRAPHY PRE.PARED BY: //UNSAKE.R AND ASSOC. SAN D f [GO, I NC. PER MASS
GRAD/NG PLAN CT 99-03, OWG 423·7A.
7. P 1 NI SHED GRADES ARE M0PROX I MA TE. ONLY AND SUBJECT re Cl/ANGE: IN ,r ! NAL
DESIGN CONSISTENT WITH THE CITY'S SUBSTANTIAL CONFORMANCE POLICY
8. APPROX/MA.TE GRADING QUANTITIES: CUT: 37,700 C.Y. FILL: 11,500 C. Y.
EXPORT: 26,200 C. Y. SITE TO BE. MASS GRADED PER MASTER TENTATIVE. MAF'
PRIOR TO BEGINNING OF CONSTF'iUCTION.
9, LANDSCAPING AND TREE PLANT/ NG AS RE:QU I RED BY THE. CARLSBAD LANDSCAPE MANUAL
AND VI LL.AGES OF LA COST A MASTER PLAN.
10. CUT AND r I LL SLOPES NOT TO E.XCE.[D 2: 1.
11. TYPICAL LOT D,RAINAGE. PER CITY OF CARLSBAD STD. NO. GS-15.
12. AN ADDITIONAL 3' -5' UTILITY EASEMENT MAY BE R[QUIRED ADJACENT TO PUBLIC
STREETS FOR JO!NT TRENCH UTILITIES.
13. PERCENT or SI T[ LANDSCAPING: APPROX I MA TE.LY 58%
14. PRELIMINARY SOILS REPORT PREPARED BY: G[OCON, !NC. DATED MARCH, 1999
15. PROPOSED STORM DRAIN WITHIN PROJECT BOUNDARY TO BE PRIVATE. PROPOSED
SEWER AND WATER TD 8[ PUBLi C
16. TH IS TM ASSUMES CERTAIN BACKBONE f NFRASTRUCTU.RE. IS EX! $71 NG AND BONDED
FOR. THEY INCLUDE DOVE LANE AND THE. SOUTHERLY PORTION OF ESTRELLA OE MAR ROAD.
17, AVERAGE scw.rR GENERATION IS . 019 MGD
AVERAGE POTABLE WATER DEMAND IS 15 GPM, 60 GP/A PEAK
FIRE. FLOW DEMAND IS 3500 GPM
WATER PRESSURE ZONES: 318 k 375
EQU'S: 86
ORA/NAG[ CFS: APPROX 50.5. (SEE f/YDROI.OGY REPORT FOR OE:TAILS)
18. Of'EN SPACE EASEMENTS SHALL 8£ PLACED OVER HOA SLOPES & SLOPES ADJACENT TO
PUBLJ C ROADWAYS.
LEGAL DESCRIPTION
PARCEL A:
LOT 16 OF CARLSBAD TRACT NO. 99-03 LA COSTA GREE.NS, IN THE Cl TY OF CARLSBAD,
COUNTY or SAN DIEGO, STATE CF CALIFORNIA, ACCORDING TO MAP THERE.OF NO, 14543,
FILED IN THE OFFICE or THE COUNTY RECORDER OF SAN DIEGO COUNTY, PE.BRUARY !2, 2003.
PARCEL 8:
PARCEL 1 OP PARCEL MAP NO, 19754, IN THE ~-1 TY OF CARLSBAD, COUNTY OF SAN DIE.GO,
STATE OF CAL/FOF/NIA, ACCORDING TO MAP THERE.OF, f !LED IN THE. OFFICE Q.C' T,<-/[ COUNTY
RECORDER OF SAN DI EGO COUNTY JUNE 9, 2005, AS FI LE NO. 2005-0484203.
CONDOMINIUM NOTE
THIS IS A MAP OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION 1350 ET. SEO. or JJ-1[
CIVIL CODE OF THE. STA TE OF CALIFORNIA CONTAIN/NC 86 CONDOMINIUM AIR SPACE UNITS
AND IS F/L[D PURSUANT TO THE SUBDIVISION MAP ACT
OWNER
KB HOM[ COASTAL, INC.
122.35 EL CAMINO REAL
SUITE /DO
SAN DIEGO, CA 92130
(858) 259-6000
SUBDIVIDER
KB HOME COASTAL, INC.
12235 EL CAMINO REAL
SUI Ti:. 100
SAN 015:GO, CA 92130
(858) 259-6000
DATE
PREPARED BY: NO. REVISIONS DATE BY
7 1st SUBMIT/AL 04/15/05 H&A
2 RE.SUBMITTAL 08/07/05 H&A
HUNSAKER 3 RESUBMi TT AL 10/25/05 H&A
& i\SSC)CIATES 4 RESUBMITT.AL 01/13/06 H&A
SAN DIEGO. INC. .5 RFSUBM/TTAL 03/13/06 H&A
PlANNING 10-179 Huennekens Street 6 RESUBM!TTAL FOR FC HE.ARING 03/21/06 H&A
ENGINEERING San Diego., Ca 92121 CONFORMING MYLAR SUBMITTAL-06/29/06 SURVEYING P!-1(858)558-4500 · f)((858)558-1414 7 ADDED PEDESTRIAN CONNE.C TION
H&A
8 PCD SUBMITTAL 10 106/06 H&A
TENTATIVE MAP/CONDOMINIUM PERMIT 1 LA COSTA GREENS
NEIGHBORHOOD 1.16
CITY OF CARLSBAD, CALIFORNIA
OF
5 g
Q PER LA COSTA MASTER PLAN AND CARLSBAD MUNICIPAL CODE SECTION 21.45 ..._. ____________________________________________ L-, __ ~~~~~~~~~~,.
R: \0374\&Pln\G-esns -PA 1.16 SOP Sht 01-Plcnn4d Cons!stency.~g[ ]Oct-00-2006: ,2; 54
W'LY R/W
BUILDINGU
A.G. PAVEMENT AND BASE
PER CITY STANDARDS (TYPICAL)
MODIFIED 4" CONCRETE ROLLED
CURB AND CUTTER (TYPICAL)
PROPOSED 4" CONCRETE SIDEWALK
(TYPICAL)
90'
(PUBLIC UTILITY ACCESS EASEMENT)
28'
rrf 14' r 14'
f'iYR/W
BUILDING
FACE
25'
~
\LANDSCAP[ ISLAND
, 1 / I BUILDING
4,'0NCRETE APRON (TYPICAL)
(SWPE = 2% MINIMUM
WATER MAIN
SEWER MAIN
AND 14% MAXIMUM)
MODIFIED 4" CONCREff ROLLED
CURB ANO GUTffR Ar RES/D£NTIAL
GARAGE APRONS
PORTION OF DRIVEWAY "B" SOUTH OF DRIVEWAY ''.A"
TYPICAL PR/VAT[ DRIVEWAY (LOADED -DUAL GARAGE ACCESS) NTS
lu' ""
1c;j
l'.5 "' "" ""' JO' PR/VA TE DRIVEWAY it: tJ
Qj • lu "' f Qj
_______ ,, -~----
(PUBLIC UTIUTY ACCESS EASEMENT) ~ '-" ~ 8'
MIN,
5'
=-\
4,5'
I ,, , ,
PROPOSED 4" CONCRETE,~ ~
SIDEWALK_/ L _j
JOINT UTlLJTY TRENCH
(3' WIDE X 5' DEEP)
PROPOSED 6" CONCRETE'
CURB AND GUTTE:R
PROPOSED AC, PAVFMENT AN
BAS£ PER CITY STANDARDS
15'
WATER MAIN
8'
75'
'~
... ., ...... .
r
$SEWrn MAIN
STORM DRAIN
0 ' ' ~ I 8' ill
MIN, :i' CONCREIF APRON
5' (SLOPE = 2% MINIMUM
I MIN. AND 12% MAXIMUM)
BUIL()ING
MOOIFIE:D 4" CONCRETE ROLLED CURB
ANO GUTTE:R AT RESIDENTIAL GARAGE
APRONS {SEE DETAIL THIS SHEET)
PORTION OF DRIVEWAY 11B11 NORTH OF DRIVEWAY ''.A"
TYPICAL PR/VA TE DRIVEWAY (LOADED -DUAL GARAGE ACCESS)
MODIFIED 4" CONCRETE: ROLLED CURB
AND GUTTER AT RESIDENTIAL GARAGE
APRONS (SE[ DETAIL THIS SHEET)
WATER MAIN
. l
I $ SEVA"R MAIN
I STORM DRAIN
Nf5
'.\_ ':RDPOSED 4" CONCRETE
L-' '\_SIDEWALK
JOINT UTILITY TRENCH
(J' WIDE X 5' DEEP)
PROPOSED 6" CONCRETE
CURB AND GUT/FR
PROPOSED AC. PAVEMENT AND
BASE PER CITY STANDARDS
6' 2'
,-
~
~,~=--
-
PROPOSED 4 • CONCRETE
SIDEWALK
d r:' '~
2%
.,. .. , .. ,. , .... ... "' .... _,_.
JO' PR/VA TE DRIVEWAY
(PUBUC UTILITY ACCESS [ASEMFNT)
75' 15'
I
'i'"
'
I
• 4,5' 2' 6'
' -~
-
--
'=fijjEE. p;,
~
2%
---I PROPOSED 4" CONCRETE
PROPOSED 6" CONCRETE
CURB AND GUmR
\ L I SIDEWALK
WA/ER MAIN ' ~JOINT UTILITY TRENCH
\
(J' WIOE X 5' DEEP)
PROPOSED 6" CONCRETf
CURB AND GUTTER
1 STORM DRAIN PROPOSED AC. PA 1/EMENT AND
CONCRETE DRIVEWAY APRON
(SLOPE = 2% MINIMUM
AND 12% MAXIMUM)
BUILDING
DRIVEWA y ''.A II
PR/VA IE DR/VEWA Y (UNLOADED -NO GARAGE ACC[SS)
MIN,
24' PR/VA TE DRIVEWAY
(PUBLIC U1JUTY ACCESS EASEMENT)
12' 12'
1£_
PROPOSED AC, PAVFMENT AND~-
........... , . '"
BASE PER CITY STANDARDS i
!
SEWER MAIN@
1
@STORM DRAIN
8' • 6' l
DRIVEWAY "D" & "E"
BASE PER CITY STANDARDS
NTS
PROJECT
BOUNDARY
PROPOSED 6" CONG,
CURB ANO GUTTE:R I
* 5' MINIMUM '
I
At_ rA lntiFI; r f
ANO fJASL
10' MAXIMUM
1 YPICAL PRIVATE DRIV[WAY (LOADED -SINGLE GARAGE ACCESS) NlS
SIGHT DISTANCE TRIANGLE
(25' MAX H[IGHT OF ANY OBJECTS,
1/EGETA T/ON, SLOPE & ETC,)
PROPOSED PAD
FENCE~
""
PROPERTY LINE ~ .
"'i
PROPOSED
PAO
l---_,_OECORA71VE BLOCK
OR STUCCO RETAINING WALL
(6' HEIGHT MAXIMUM)
PLANTABLE AREA DETAIL
DRAINAGE AND SUBACKS
PER Cl TY OF CARLSBAD
STANDARD DRAWING NO, GS-15
VARIES
R/W
NTS
J,J----RES/0£N71AL FENCE
OR PROJECT WALL 'I~ RIGHT OF WA y FOR ESTRELLA
TYPE "J''
BROW DITCH
4' Df.PfH AT :
PlANTFR INDENTS
2'
DE MAR
WALL BEYOND
,.+---4' X 5' PLAN/FR ! INDENTS AT 60' INIFRVALS
::: :>s (SEE SHT. 4 FOR LOCA TlON) (5 ::,
CJ :,,; ::: X _, ~ _,
PROPOSED DEC.ORA 711/E BLOCK
OR STUCCO RETAINING WALL
(6' HEIGHT MAXIMUM)
~{O
WALL DETAIL "A"
~-NON CONTIGUOUS
SIDEWALK (SEE Df:TAIL
FOR ESTREUA DE MAR
THIS Sf/EET)
TYPICAL RETAINING WALL
SECTION@ ESTRELLA DE MAR
NTS
J'
,,,,--RESIDEN71AL FENCE t-8_' -,#~--8_'_,,iL
DRIVEWAY "C" TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK PRIVATE PEDESTRIAN RAMP DETAIL
/,,,-OR PROJECT WALL
TYPICAL PR/VA TE: DRIVEWAY (LOADED -DUAL GARAGE ACCESS) NTS
PROPOSED 6" CONCRETE J
CURB AND GUTTER
N'LY JO' PRIVATE DR/I/EWA Y -¥----------~--------·--·--
(PUBLIC UTILITY ACCESS EASEMENT)
2' 15' /5'
J'l_ 2% -
WATER MAIN
SEWER MAiN
STORM DRAIN
S'LY
4.5' 2'
I
I
L ""\ PROPOSED 4" CONCRETE
\_ SIDEWALK
JOINT UTILITY TRENCH
(J' WID[ X 5' DEEP)
PROPOSED 6" CONCRETE
CURB ANO GUTTE:R
PROPOSED AC, PAVEMENT AND
BAS£ PER CITY STANDARDS
PORTION OF DRIVEWAY 118 11 (BETWEEN BLDGS 16 & 17)
TYPICAL PR/VA TE DR/I/EWA Y (UNLOADED -NO GARAGE ACCESS) NTS
p /H,
-/ '" J'
1 ~
30'
PiCHT---('y::· __ WA/
i
J; +
i
'"'.4,,glVER MI/N 'V 1 ' '
_1 .. " .... __ ,_"_' __ ,_: •. <' +--·~-~--· i( """"··-
DOVE LANE & ESTRELLA DE MAR ROAD (PORTION OF)
EXISTING PUBLIC STREETS NTS
SCALE: i"= 20'
2'
MODIFIED 4" ROLLED CURB SECTION
RAMP PER ADA REQUIREMENTS
MOD/rlfD 4" ROLLED.-/"-
CURB (SEE DETAIi //
THIS SHEET) /"
"
6" TYPE 'G'
CURB ANO GUTTER
MODIFIE:D ROLLED CURB TO
NTS
PROPOSED DEC.ORA TIVE BLOCK
OR STUCCO RETAINING WALL
(6' HEIGHT MAXIMUM)
J'
TYPE "J"
BROW DITCH
LOCA T/ONS OF ROLLED CURB ANO
STANDARD 6" CURB SHALL BE
DETERM!NfD AT FINAL ENGINEERING
NTS TYPE 'G' CURB TRANSITION DETAIL PROPOSED DECORA Tl\/E BLOCK J
OR STUCCO RETAINING WALL
J!!UT( 'Ci' .. V'-h
J!fi)E .,<
PROPOSED 4' X 5' PLANTER -
INDENTS AT 60' INTERVALS
(Sff DETAIL THIS SHEET
AND SHT. 4 FOR LOCATION)
PROPOSED RETAINING WALL
(VAR/AB/ [ HEIGHT)
W'LY R/W
,tr:. F\J, /ff/; \ r ,
ANO f_;;..1S/
LOCATIONS OF ROLLED CURB AND
STANDARD 6" CURB SHALL BE
DETERMINED AT e/NAI FNG/t,FERINC
ESTRELLA DE MAR ROAD (PORTION OF)
EX/S))NG PUBLIC ST/iffT W/ PROPOSED /JUA/N!NG WALL
NTS
c'
7,,_"_" i----· ,,,_
l \ 1
NTS
i
I i
CCNCPETf
,.<);t,, r :Ft/L
~3' VvlDE X 5
(6' HEIGHT MAXIMUM)
WALL DETAIL "B"
TYPICAL RETAINING WALL SECTION
NTS
PREPARED BY:
HlJ~Sl\KER
& ASSOCIATES
SAN D1EC0, l'.'iC
Pl.ANNING 10179 Huer.nekens Street
TYPICAL STREET SECTIONS E!\CINEERINC San Diego, Ca 92121
SURVIYINC PH(858)556'45()0, fX(858)558+\14
CT 05-05/CP 05-06
FRONT OVERHANG PA TH
FRONT WHFE! PATH
REN? OVERHANG PA TH
120
'
~--~L--,--( ·---·7
TRUCK TURNING DETAIL
BASED ON CAL TRANS 407-E TURNING RADIUS
1" = 40'
-=---=
'>"I
I I
i
~ I
\ ) '.
12C
TRUCK TURNING DETAIL
BASED 011 CAL TRANS 407-t TURNING RADIUS
1" = 40'
TENTATIVE MAP/CONDOMINIUM PERMIT SHEET
2 LA COSTA GREENS
NEIGHBORHOOD 1.16
CITY OF CARLSBAD, CALIFORNIA
OF
5
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I'" .... \ -,. ,. -. .. "i:"" I H-d "'~·-. i3; D ~ \ 0-:1.._
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I I
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I I
I ! j
I !
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I
m
:iJ
f!! t
~
,,•·11/:TOP OF SLOPE ~ SETBACK
LINE OF SIGHT
\
\
L--'-'n.... ______ '~r2: 1 SLOPF
BUILDING 17
SANTA BARBARA/MEDITERRANEAN /-MIN REQUIRED -I -......
SETBACK = 16.1'
TOP OF SLOPE SETBACK SECTION "A" -TYPICAL
SCALE: 1" = 10'
*NOTE: ACTUAL BUILDING 17 SETBACK = 19.5'
SETBACKS ARE TAKEN FROM THE ROOF AT ITS HIGHEST ROOF PEAK.
\
H-20.8
\
\
\ 07 ~-1 \ ~✓1 --;~~B~6K SLOPE
LINE OF SIGHT
\
"------'~ /2: 1 SLOPE
BUILDING 18 I-MIN. REQ'O. --I ',...._ SETBACK = 14,6' . ITALIAN/TUSCANY
TOP OF SLOPE SETBACK SECTION 11B11 -TYPICAL
SCALE: 1" = 10'
*NOTE: ACTUAL BUILDING 18 SETBACK = 15.0'
\
\
\
BUILDING 19
SANTA BARBARA/MEDITERRANEAN
\
\
\
'\
H-23.C'
'\
\
\.!22,
\ i ✓ TOP OF SLOPE
\ i SETBACK
"i LINE OF SIGHT
\ "'--------'~/2:1 SLOPE
/-MIN REQUIRED -/ ',,
SETBACK = 16. 1'
TOP OF SLOPE SETBACK SECTION "C" · TYPICAL
SCALE: 1" = 1 O'
*NOTE: ACTUAL BUILDING 19 SETBACK = 17.1'
SETBACKS AF,E TAKEN FROM THE ROOF AT ITS HIGHEST ROOF PEAK.
!
(
-,; I ~ ".':\f'1'....,...:7:~, ~
~ §I l
~J ~\ 10.s'}
413
.D
172'
I
/;-
I
• I
i
!
'1J
I ~
SLOPE EDGE BUILDING SETBACK INDEX
SCALE: 1" = 40'
BUILDING 20
SPANISH COLONIAL
\
\
\
\
\
\
H -20.8'
\.
\
\ 0.7
1 TOP OF SLOPE
SETBACK
/ LINE OF SIGHT
\
\ 2: 1 SLOPE
MIN REQ'D -/ '-<
SETBACK = 14.6'
TOP OF SLOPE SETBACK SECTION "D" -TYPICAL
SCALE: 1" = 10'
*NOTE: ACTUAL BUILD!NG 20 SETBACK = t6.5'
\
\
\
BUILDING 21
SANTA BARBARA/MEDITERRANEAN
' \ H-2.3.0'
TOP OF SLOPE SETBACK SECTION "E" -TYPICAL
SCALE: 1" = 1 Cl'
*NOTE: ACTUAL BUILDING 21 SETBACK = 16.'.'
SETBACKS ARE TAKEN f"ROM THE ROOF AT ITS HIGHEST ROOF PEAK.
BUILDING 2
ITALIAN/TUSCANY
H-20.8'
\
\
\ 0 7
1/TOP OF SLOPE
SE-BACK
~INE CF SIGHT
'\
,c__ _____ '~ .... /2: 1 SLOPE
/-MIN REC/D --/ --z,,
SETBACK = 14.6'
TOP OF SLOPE SETBACK SECTION "F" · TYPICAL
SCALE: 1" = 10'
*NOTE· ACTUAL BUILDING 2 SETBACK = 15.5'
SLOPE EDGE BUILDING SETBACK
'\\ \ ".·
\\
0
,, TYPICAL
FENCE.
CT 05-05/CP 05-06
I -----TYPICAL f-FENCE.
TYPICAL BUILDING
NUMB[R 13._ ,,,,. p
['P7] 1
TYPICAL □ rpf1 BUILDING Li::.1 .• J IPJI TYPICAL
PLMI
TYPE
CCI?__)FF 150.8
~ P 150.1
NUMBER n .n,,..._,
~ QQ) FF 185.3
P 184.6
IT )-d-fJ---J----TYPICAL fL[VA T/ON srnE TYPICAL UNIT-" NUMBfR -...... TYPICAL
UNIT--NUMBER 1® • tm
cW1M;1;,:=;1• dEAf81
11'.""--t---TYPICAL
UNIT
ENTRY
2' MIN ~.-I_ ... -~~-""' -a·
o_i? MIN
! .....
TYPICAL 'DUPLEX
..
\
\
\
\
\
' \
\
H-23.0'
' ' \
',(:7J
SCALE.· I" = 20'
\ \" . "" ~ \ '
\\
/f~
/I
\ t' I
1 ,-TOP 0~ SLOPE
/
SEIBA.,,K
~ LINE Cf SIGHT
\
\ -2: 1 SLOPE
/ " MIN REQ'D -/ "< BUILDING 22
SANTA BARBARA/MEDITERRANEAN SETBACK = 16, 1'
TOP OF SLOPE SETBACK SECTION "G" • TYPICAL
SCALE: 1" = 1 O'
*NOTE: ACTUAL BUILDING 22 SETBACK = 16.4'
SE,BACKS ARE ,Al(EN FROhA THE ROC-17 /1,T ITS HIGHEST ROOF PEAK.
BUILDING 26
SPANISH COLONIAL
\
\
\
\
\
\
H-2C.8'
TOP OF SLOPE SETBACK SECTION "H" • TYPICAL
SCALE: 1" 0= 1 O'
*NOTE' ACTUAL BUILDING 26 Si:TFACK = 15·
,,. I '2..
* 5' MINIMUM SETBACK TO GARAGE FACE
8' MINIMUM SETBACK TO HABITABLE: AREA
w'LY R/W
SCALE: I" = 20' * 5' MINIMUM SETBACK TO GARAGE FACE
8' MINIMUM SETBACK TO HABiTABLE AREA
I I
TYPICAL FOUR-PLEX
SCALF: 1" = 2D' * 5' MINIMUM SETBACK TO GARAGE FACE
3' MINIMUM SETBACK TO HAF31TABLE AREA
90' E'LY R/W
(PUBLIC UTILITY ACCE'SS EASEMENT)
BUILDING 28, BUILDING i:'.J tJ FACE FACE 1 ;s:.
~;, 6 25• 13' J,,.1 _....,14,__' ~l'---..21.=.4•_,i'-",1'!'-'3,!'-• ---=2-"--s· __ -a!'.6, I~
C::11/IN MIN. I~
"51 2% gs__ 1"5
~BiiiwLi'Fo~1Ni1-c¢\~~~-~~~~~~-\ ... . .........• -.~. loN~:;L;1::Rm (TrncALJ
A.G. PAVEMENT AllfJ BASE LANDSCAPE ISLAND (SLOP£= 2% MINIMUM
PER CITY ST4NDARDS (TYPICAL)· AND 14% MAXIMUM)
MODIFIED 4" CONCRETE ROI.LED
CURB AND GUmR (TYPICAL) WATER MAIN
PROPOSED 4• CONCRETE S/DEW.!Ll<-
(TYPICAL) 8'
$ SEWER MA!N MODIFIED 4" CONCRETE: ROI.LED
CURB ANO GUmR AT RESIDENTIAL
GARAGE APRC#S (SEf DfTAIL
ON SHEU 2 -TYPICAL)
SEl:TION I -I
90 1 DIAMETER TURN AROUND BULB
PREPARED BY:
HlJ"JSAKER
& ASSOCI,1\ TES
SP,N QlEGO, !NC
?LANNING 10179 Huennekens Street
[NCINITRINC San I..Jiego, Ca 9.!121
NTS
TENTATIVE MAP/CONDOMINIUM PERMIT
LA COSTA GREENS
NEIGHBORHOOD 1.16
CITY OF CARLSBAD, CALIFORNIA
SHEET
3
OF
5
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SURVEYiNC PH{858)558·4500· FX{858)55&-1414
R
t
Ii!
d "'
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LISTING STREET L/Gj PER
I I DRAWING NO. f 29-2
' ~ I /
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£XIS7l. !G FIRE HYDRANT PfjR,/71
. / DRAWING NO. 429L2
i I , ' I , I j
/
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/
EXISTING .STREET IMPROVEMENTS
PER DRAWING NO. 429-2
EXIST/NG 2: 1 StOPE PER
ORA WING NO. 423,-lA
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CT 05-05/CP 05-06
PROJECT BOUNDARY
EXISTING STREET IMPROVfMENTS
PER DRAWING NO. 397-2G
Tib. PROPOSED SEWER TO
EXl<;T: LA T[RAL PER DWG.NC. 423-7
EXISTING 2: 1 SLOPE PER
DRAWING NO .. 397-28
EXISTING WATER MAIN
PER DRAWING NO. 397-2C
<
EXISTING SEW£R MAIN
PER DRAWING NO. 397-2C
I
I
EXISTING RECLAIMED WATER
PER DRAWING NO. 397-2C
EXISTING STORM DRAIN
PER DRAWING NO. 397-2C
EXISTING STREET IMPROVEMENTS
PER DRAWING NO. 397-2C
TIE PROPOSED STORM DRAIN
'735.0) ' ::-r-
TO EXISTING PER DRAWING NO. 423-7
10' X 1 O' MINIMUM
UNIT PA TIO AREA
EXISTING FIRE HYDRANT
PER DRAWING NO. 397-2C
3'. SIDEWALK & 3' ROLLED CURB 'MTH
MAINTENANCE PA ViNG STRIP
·--12' RADIUS LANDSCAPED ISLAND
(SEE TRUCK TURNING
. DETAIL SHf. 2)
PROJECT BOUNDARY
TEMPORARY STORM DRAIN
TO BE REMOVED
SDP
\
0 100 200 300
SCALE 1"= 100'
.......
\
/\J -oo-JE
PROJECT -y_.. _ __:._-
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
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BOUNDARY
EXISTING EASEMENTS
AU EASEMENTS SHAU BE PROV/OED FOR, REMOVfD, QUITC/AIMED OR RELOCATED AS
i'IEQUIRED BY TH[ CITY ENGINEER, PUBLIC UTILITIES AND THEIR APPROPRIATE
DISTRICTS.
EASEMENT INFORMATION 15 PROVIDED BY CHICAGO TITLE: COMPANY ORD[R NO.
4304038 /-050, DAT[O D[CEMBER 13, 2004.
&!NO/CATES GENERAL UTILITY AND ACCESS EASEM['/T DEDICATED PER MAP 14543.
&INDICATES EXISTING 70.00 FOOi WIDE: LlUCAOIA WASTEWA/ER DISTRICT EASEMENT PER
DOCUMENT RECORDED /MY 15, 1984 AS FILE NO. 84-/80447 OF OFFICIAL RECORDS.
&tNDICAIES EXISTING 200.00 FOOT WIDE SDG&E EASEMENT PER DOCUMlNT RECORDED
-·-~-APRIL 16, !954 IN BOOK 5207 PAGE 158 AND DOCUMENT RECORDED JUNE 18, 1954,
IN BOOK 52, PAGE 432 OF OFFICIAL RECOHDS
/r)\ INDICATES EXISTING 20.00 FOOT WIDE SOG&E TREE TRIMMING EASEMENT PER
-DOCUMENT f/ECORD[O APRIL 16, 1954 IN BOOK 5207 PAGE 158 AND DOCUMENT
RECORDED JUNE 18, !954, IN BOOK 52, PAGE 432 OF DFF!CIAL RECORDS
&INDICATES PROPOSED 20.00 FOOT WIDE CASEMENT TO LEUCADIA WASTEWATER DISffl!CI
-----PER DOCUMENT RECORDED FEBRUARY 11, 2005 AS FILE NO. 2005-0118999, O_R_
NUMBER -C1
C2
C3
20' 111D£ GENERAL Uffl/TY AND
ACCESS EASEMENT PER MAP 14543
DELTA RADIUS LENGTH
Is11'31" ··· e~•• -·--··-370.00 85.19
17"11'17" 400.00 1/9,99
90·00'00" 25.00 39.21
ALGA ROAD
/ I
EXISTING EASEMENT EXHIBIT
\
\
\
I
\
\ \ \
\
\
I
\
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\
\
/~-------------+-~
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CT 05-05/CP 05-06
-1/
/
''./:;:/
~,/
~;;;;;;,,_,:y;,,; ;;:;
PROJECT...../-;-----
BOUNDARY
~ HOA OPEN SPACE SLOPE EASEMENT AREA
ALGA ROAD
-
/_
I I
PROPOSED HOA OPEN SPACE EASEMENTS
I I
PROJECT
BOUNDARY
TENTATIVE MAP/CONDOMINIUM PERMIT SHEET PREPARED BY:
HUNSAKER
& i\SSOCIATES
SAN 0IEGO, !NC.
Pl.ANNING 10179 Huermekens Street
ENGINEERING San Dii:!gi:Jy Ca 92121
SURVEYING PH(853)558-4500· FX(858)558·1414
LA COSTA GREENS
NEIGHBORHOOD 1.16
CITY OF CARLSBAD, CALIFORNIA
5
OF
5
-Q
" L ______________________________________________ ,_J _______ """"""------"""""':":~~~~~=:===~~
R:\0374\&Pln\Greens ~ PA 1.16 SOP Sht 05-Planned Consistenc;dwg{]Ocl-06-2006:12:53