HomeMy WebLinkAboutSDP 06-13; ASPIRATIONS DAYCARE CENTER; Site PlanLEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP NO. 20174, (CITY OF CARLSBAD, MS 05-05) IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, DECEMBER 20, 2006.
VICINITY MAP
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PRO.ECT
SITE
ASPIRATIONS
DAYCARE CENTER
DEVELOPED BY
ASPIRATIONS, INC.
DEVELOPMENT REVIEW SUBMITTAL
SPECIAL USE PERMIT (SCENIC OVERLAY ZONE)
ADMINISTRATIVE PERMIT (CHILD CARE FACILITY)
PROJECT TEAM
OWNER/ DEVELOPER
ASPIRATIONS, INC.
1966 CHERRYWOOD STREET
VISTA, CA 92081
ALAN & THERESA HEIM
atheim@sbcglobal.net
PHONE: (760) 521-3919
MASTER DEVELOPER -
LA COSTA GREENS
MORROW DEVELOPMENT
1903 WRIGHT PLACE, STE 180
CARLSBAD, CA 92008
PHONE: (760) 929-2701
ARCHITECT
RJC ARCHITECTS
320 LAUREL STREET
SAN DIEGO, CALIFORNIA 92101
JAMES ROBBINS
jrobbins@rjcarch.com
PHONE: (619) 239-9292
FAX: (619) 239-9288
LANDSCAPE ARCHITECT
RJC ARCHITECTS
320 LAUREL STREET
SAN DIEGO, CAL.IFORNIA 92101
TOM GARCIA
tgarcia@rjcarch.com
PHONE: (619) 239-9292
FAX: (619) 239-9288
CIVIL ENGINEER/ LICENSED SURVEYOR
RBF CONSUL TING
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
TIM THEILE
tthelle@rbf.com
PHONE: (760) 603-6243
FAX: (760) 476-9198
SOIL ENGINEER
GEOCON, INC
6960 FLANDERS DRIVE
SAN DIEGO, CA 92121
ALI SADR
PHONE: (858) 558-6900
FAX: (858) 558-6159
ELECTRICAL ENGINEER
MPE CONSUL TING, INC.
17065 CAMINO SAN BERNARDO,
SUITE200
SAN DIEGO, CALIFORNIA 92127
RANDY MINNIER
randy@mpeconsulting.com
PHONE: (858) 673-4445
FAX: (858) 673-4446
PROJECT INFORMATION
APN:
GENERAL PLAN:
ZONE:
SITE AREA:
BUILDING AREA:
Not Available.
COMMUNITY FACILITIES (CF)
PLANNED COMMUNITY (PC) with
SCENIC PRESERVATION OVERLAY (S-P)
2.0 ACRES (88,193 SQ.FT.)
9,995 SQ.FT.
BLDG. COVERAGE: 12,776 SQ.FT./ 88,193 SQ.FT= 14.48 %
% LANDSCAPED: 46,775 SQ.FT./ 88,193 SQ.FT = 53.00 %
PARKING
REQUIRED:
PROVIDED:
180 STUDENTS@ 1 STALL/ 10 STUDENTS
21 EMPOYEES@ 1 STALL 11 EMPLOYEE
TOTAL REQUIRED
STANDARD STALLS (8'-6.X20'-0")
HANDICAP STALLS (9'-0"X20'-0")
TOTAL PARKING PROVIDED
CHILD PLAY AREAS
18 STALLS
21 STALLS
39STALLS
37STALLS
2 STALLS
39STALLS
SPACE (STUDENTS)
INFANT CENTER (12)
TODDLERS (48)
PRE-SCHOOL (120)
REQUIRED
900SQ.FT.
3,600 SQ.FT.
9,000 SQ.FT.
PROVIDED
909SQ.FT.
5,071 SQ.FT.
12,615 SQ.FT.
TOTAL (180) 13,500 SQ.FT. 18,595 SQ.FT.
AVERAGE DAILY TRAFFIC*: 80 TRIPS/1,000 SQ.FT. x 9,995 SQ.FT.=
800 TRIPS/DAY
(* FOR ADDITIONAL INFORMATION SEE TRAFFIC ANALYSIS
LETTER INCLUDED)
SEWER DISTRICT: CITY OF CARLSBAD
WATER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT
SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT
POTABLE WATER DEMAND: 2,350 GPD
SEWER DESIGN EQUIVALENT DWELLING UNIT (EDU): 5.67
FIRE FLOW DEMAND: 4,000 GPM -4hr DURATION
SOP 06-13/SUP 06-13/DC 06-02
SHEET INDEX
SHT. # TITLE:
T 1.1 TITLE SHEET: SHEET INDEX, VICINITY MAP,
PROJECT DIRECTORY
CIVIL
C1 GRADING PLAN
C2 UTILITY PLAN
LANDSCAPE
L 1.1
L1.2
L1.3
L 1.4
L1.5
LANDSCAPE CONCEPT PLAN
PLANTING LEGEND AND NOTES
PLANTING ZONE MAP
WATER CONSERVATION PLAN
FIRE PROTECTION PLAN
ARCHITECTURAL
A 1.1 SITE PLAN
A 2.1 FLOOR PLAN
A 3.1 ROOF PLAN
A 4.1 EXTERIOR ELEVATIONS
A 4.2 EXTERIOR ELEVATIONS
A 4.3 EXTERIOR ELEVATIONS
A 5.1 BUILDING SECTIONS
SITE LIGHTING
E 1.1 SITE LIGHTING AND PHOTOMETRIC PLAN
BUILDING CODE INFORMATION
OCCUPANCY: E-3
BUILDING USE: CHILD DAYCARE FACILITY
CONSTRUCTION TYPE: V-N
BUILDING HEIGHT: 35'-0" ALLOWED -26'-0" PROPOSED
BASIC ALLOWABLE AREA: 9,100 SQ.FT.
3-YARD INCREASE (per 505.1.2): 7,052.5 SQ.FT.
{ 311f X 2.5% = 77.5% X 9,100 sq.ft.)
TOTAL ALLOWABLE AREA:
TOTAL PROPOSED:
16,152.5 SQ.FT.
9,995.0 SQ.FT.
FIRE SPRINKLER (per UBC & CMC): NOT REQUIRED
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REVISIONS:
DRAWN BY:
CHECKED BY:
DEVELOPMENT
REVIEW SUBMITAL
01-24-2007
T1 .1
SHEET 1 OF X
RJC/i: 0608
XREF:
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SCALE; 1/4"= 1'·0"
A SITE WALL -TYPE 'A' DETAIL
PILASTERS 8'·0" O.C. MAX.-Q
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STEEL TUBING FENCE. ---
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TUBE STEEL POSTS
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PROPOSED
CHILD CARE FACILITY
9,995 SF
TYPEV-N
(NO FIRE SPRINKLERS)
FINISH FLOOR = EL. 305.8'
CON FET -PA fiNG
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SITE PLAN o·
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10' 20' 40'
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PRE--SCHO(X
f'LAYAREA
5' FENCE
TYPE 'B'
SDP 06-13/SUP 06-13/DC 06-02
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1HIS IS THE APPROVED TENTATiV': MM>;SITE
PLAN PER CONDITION NO . ..:J:!_OF?l,,,'\.NNING
COMMISSION RESOLUTION NO.-~]-~.'~--
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REVISIONS:
DRAWN BY: PGW
CHECKED BY:
DEVELOPMENT
REVIEW SUBMITAL
01-24-2007
A1 .1
SHEET OF X
RJCi: 0608
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05~18
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10· 63'
44'
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63' 10'
44' 5.5 4.5' T.
.A 2% -
4.5' 15.5
EX. SIDEWALKij'-b=~~:d:I----7:l::=:~:::::::=~µ6~ ii7-2R
EX. C&G C&GPER
DWG j397-2R
EL CAMINO REAL
NTS
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FU1URE LANDSCAPEJ .. ·1 -;:± ~
LOT 1
AREA FU1URE :~URB •·\_·. ~;;_
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TYPE G-1 EX. 8" SEWER PER 397-2Z i / I
LANDSCAPE
AREA
SEC TION A 35' COVENANT OF ESMT
/ / FOR RECIPROCAL ACCESS
17. 5'
PARKING
STALL
NTS
24'
LANDSCAPE
AREA
LOT 1
AND PRIVATE UTILITIES
DOC. 2005-1054411
OATE 12/07/05
EX. GROUND I
6" CURB}
TYPE G-1
POROUS P\IMT
PROPOSED 15» PVC
STORM DRAIN
LANDSCAPE
AREA
FENCE
NTS
VARIES
I
EX. GROUND_/
VEGETATED SLOPE
(PER DWG NO. 397-2Y)
fr.
SECTION C
17.5'
PARKING STALL
NTS
26'
±1.5% -
17.5'
PARKING STALL
2.5'
LOT 20
EX. GROUND
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PROPOSEO 10'
WATER ESMT.
304.9 TG
AREA ORA.IN W/
DRAIN INSERT
CONCRETE APRON IN FRONT
OF TRASH ENQ..OSURE
BENDER BOARO
--AIN W/
. INSERT · .
.4 TC
PARCEL1
PARCEL MAP 20174
(MS05-05)
BUILDING
!FF=305. Bl
AOA PATH OF TRAVEL
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306.4 C
8.5'
T
,JQG.o rd
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5.8 TC
EA DRAIN W/
AIN_INSERT _,....,..,,...-
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' AREA DRAIN W/ '\. D~t~:.
\__POROUS PAVEMENT~ --~ \,
--~ AREA DRAIN W/
DRAIN INSERT.
BENOER BOARO .. \
AREA DRAIN W/
ORA[N INSERT-,,-,
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.
20' SO EASEMENT
PROPOSED PRIVATE
BENDER BOARO
.,--PROPERTY LINE
\
PER PARCEL MAP 20174
304 75F'S
.,,---TO BE POSTED
EMERGENCY ACCESS
NO PARKING
.4 TC
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PARCEL 2
PARCEL MAP 20 ·J 7 Lt
{ J\;JS 05-05)
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305.8 TC
SOP 06-13/SUP 06-13/DC 06-02
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LEGEND
EXIST. CONTOUR
PROPOSED CONTOUR
PROPOSED STORM DRAIN (PRIVATE)
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PROPOSEO STORM ORAIN (PRIVATE) --so,-------
PROPOSEO AREA DRAIN W/ INSERT
EXISTING STORM DRAIN
EXISTING CURB & GUTTER
PROPOSEO CURB
VEGETATED SWALE
SCREEN WALL
ASPHALT PA VlNG
EARii MIQPK QI w.."' 1 cu~ 24
FILL:----~20=5~
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I-~ POROUS PVMT 6" CURB
: . J . . .. ir-;-, ~
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3 . 7 TC 306.6 TC D 305.8 TC ~~~~~~~~~~T~E: •• ( •• ) ·-I ','. I
6" CURB
TYPE G-1
20
I
2 ' 2.5' MIN. COVER TYPE G-I
PROPOSED 10" PVC STORM DRAIN
SECTION D
NTS --,-,
=-=----==j~-
SCALE: 1 "-20'
OOC.2006-0508575 f )
OATE 7/19/06
SLOPE ESMT. To COUNTY o/ SAN ; VE GET A TED SWALE
DIEGO ANO CITY OF CARLSBAO PER I NTS
DOC. -70-130797 I !.
OATE -_.07/24/70 / I
--------·-.. . . -I I __ ._--:_ !.. ,;;w~ ·-_;~· ....
:,.......-30• ESMT. TO SOG&:E PER ooc. -60-151772 __
OATE -D_7j27/1960------
DRAWN BY: DL
CHECKED BY: MC
DEVELOPMENT
REVIEW SUBMITTAL
01-25-2007
C1
SHEET OF
RJC#: 0608
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