HomeMy WebLinkAboutPUD 15-12; CHERRYFIELD BEACH HOMES; Tentative Map ExhibitLEGEND
PROPERTY BOUNDARY
EXISTING WOOD FENCE
FINISHED FLOOR ELEVATION
EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING WATER METER
PROPOSEDSIDEWALK
PERVIOUS PA VERS
FLOW THROUGH PLANTER
LOW DEVELOPMENT IMPACT BMP
PROPOSED SCREEN/RETAINING WALL
PROPOSED FLOW PA TH
PROPOSED STORM DRAIN PIPE
PROPOSED STORM DRAIN BOX
PROPOSED STORM DRAIN CLEANOUT
PROPOSED YARD DRAIN
PROPOSED SPOT ELEVATION
TOP OF WALL
FINISH GRADE
EXISTING OVER-HEAD UTILITY
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING SEWER MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER METER
PROPOSED WATER SERVICE & METER
PROPOSED SEWER LATERAL
PROPOSED /RR/GA TION
PROPOSED GAS LINE
CARLSBAD MUNICIPAL WATER
DISTRICT STANDARD DRAWING
CITY OF CARLSBAD
STANDARD DRAWING
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VICINITY MAP
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TENTATIVE PARCEL MAP
CHERRY-FIELD BEACH HOMES CONDOMINIUMS
60'
C/L
36'
18' 18'
2% ?l'i_ -'
EXIST. AC PVMT
GARFIELD STREET
N. T.S.
11:230.ri
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55 4
R/W
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R/W
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EXIST. 6" CONG
CURB & GUTTER
2% ~
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SCALE: 1" = 20'
60'
C/L
36'
18' 18'
2% -'
EXIST. AC PVMT
CHERRY AVENUE
N.T.S.
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60.8
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60
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SHEET INDEX
SHEET 1:
SHEET 2:
SHEET 3:
KEY MAP & NOTES
PLAN SHEET
DEMOLITION PLAN
NOTE: THIS IS A TENTATIVE MAP OF A CONDOMINIUM PROJECT
AS DEFINED IN SECTION 1350 OF THE CIVIL CODE OF THE
STA TE OF CALIFORNIA. THE PROJECT CONTAINS A MAXIMUM
OF 3 AIRSPACE.UNITS.
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE
PLAN FOR PROJECT NO.fJJD ff·ltPER CONDITION
NO._.f.i__oF PLANNING COMMISSION RESOLUTION N0.2L3g_
PLo/:~~J½,~~;N '/,'b1'/: \[~ER~10N 1b~~s
MS 15-08
CDP 15-24
PUD 15-12/SDP 15-12
LEGAL DESCRIPTION
LOT A AND LOT B IN BLOCK 2 OF PALISADES HEIGHTS, IN THE CITY OF
CARLSBAD. COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, A(;CORDING TO MAP
NO. 1777 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY ON JANUARY 17, 7924.
OWNER'S CERTIFICATE
WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE PROPERTY
SHOWN ON THE TENTATIVE SUBDIVISION MAP AND THAT SAID MAP SHOWS
ALL OUR CONTIGUOUS OWNERSHIP IN WHICH WE HAVE ANY DEED OR TRUST
INTEREST. WE UNDERSTAND THAT OUR PROPERTY IS CONSIDERED CONTIGUOUS
EVEN IF IT IS SEPARATED BY ROADS, STREETS, UTILITY EASEMENTS, OR
RAILROAD RIGHTS-OF-WAY.
OWNER: JAMES AND DENISE RICHARD
4337 MARINA Cl TY ORI VE #41
MARINA DEL REY, CA 90292
AGENT.·
I 1-11-11,-
MA THEW CASTRIOT4), 1
/ :'
ENGINEER/ :'ip WORK
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bJ.iA,lnc.
land planning, clvl englneemg, uveylng
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
{760) 931-8700
DATE
RONALD L. HOLLO"'AY RCE 29271
,_c;.,t,
DATE
PROJECT INFORMATION
STREET ADDRESS: 787-791 CHERRY STREET
ASSESSOR'S PARCEL NUMBERS: APN: 204-232-01
SITE ACREAGE: GROSS ACREAGE: 021 ACRES (9,128 SF)
EXISTING ZONE: R-3
GENERAL PLAN: RH HIGH DENSITY (15-23 D.U./AC)
MINIMUM UNIT YIELD -3.15 UNITS
CONTROL POINT YIELD -3.99 UNITS
MAXIMUM DENSITY -4.83 UNITS
NUMBER OF LOTS: 1 LOT
MINIMUM LOT SIZE: 7,500 SF
SETBACKS:
FRONT:
• GARAGE: 20 FEET
• RESIDENCE: 10 FEET
SIDE:
• 10% OF LOT WIDTH
• NOT LESS THEN 5 FEET
REAR:
• 20% OF LOT WIDTH
• NOT LESS THEN 10 FEET
• NEED NOT EXCEED 20 FEET
BUILDING AREA: 4,270 S.F.
CONTOUR INTERVAL: 1'
46. 7% LOT COVERAGE
TOPOGRAPHIC SOURCE: TOW/LL AERIAL, INC.
EARTHWORK QUANTITIES: 1,400 C. Y. CUT/ 0 C. Y. FILL / 1,400 C. Y. EXPORT
REMEDIAL GRADING:
PROPOSED DENSITY.· MAX: 4.81 UNITS
CONTROL PT: 3.98 UNITS
MIN: 3. 14 UNI TS
PROPOSED: 3 UNITS
AVERAGE DAILY TRAFFIC: B ADT PER UNIT X 3 = 24 ADT
SEWER: CITY OF CARLSBAD (3 £DU'S @ 220 GAL PER UNIT)
WATER: CARLSBAD MUNICIPAL WATER DISTRICT
(AVERAGE POTABLE WATER DEMAND 250 GAL X 3= 750 GAL)
SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT
GAS & ELECTRIC: SAN DIEGO GAS & ELECTRIC COMPANY
TELEPHONE: AT&T
CABLE: TIME WARNER CABLE
FIRE: CARLSBAD FIRE PROTECTION DISTRICT
CONSTRAINTS INFORMATION: NO CONSTRAINTS EXIST ON THIS PROPERTY
DRAINAGE DISTRICT: A (N. W. QUADRANT)
COASTAL ZONE: YES
BEACH OVERLAY: YES
BUILDING HEIGHT: NOT TO EXCEED 3 STORIES
TOTAL IMPERVIOUS AREA = 4,878 SF
TOTAL LANDSCAPE AREA = 1,812 SF
TOTAL PERV/OUS PA VER AREA = 2,438 SF
FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT.
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MODIFIED CURB
OUTLET 60.38 FL
CHERRY AVE.
... . ...
10' 5' o'
MS 15-08
CDP 15-24
PUD 15-12/SDP 15-12
PL
2"
TW ELEV
SCREEN WALL--'t------,.... SHOWN ON PLAN
FS ELEV VARIES
SHOWN ON PLAN
VARIES
FG ELEV
SHOWN ON PLAN
EXISTING GROUND
RETAINING WALL __ __,
SECTION A-A
MASONRY SCREEN/RETAINING WALLL
63.66 TG
24"X24" BROOKS
PCC CATCH BASIN W/
GRATED INLET ------,
IMPERMEABLE LINER
ON VERTICAL WALLS,
PER SOILS REPORT
NOT TO SCALE
•ENGINEERED SOIL MIX SHALL PROVIDE A MINIMUM SUSTAINED
INFILTRATION RA TE OF 5''/HR. MIX SHALL BE SANDY LOAM
TOP SOIL CONSISTING OF 50% SAND, 30% PLAN TING SOIL,
20% SHREDDED HARDWOOD MULCH.
2" MULCH
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
36"X36" CATCH BASIN W/
GRATED INLET. OUTLET TO
MATCH CURB OUTLET
OPENING (3" X 3'} ~-1-
64.00 FF -1ST FLOOR
60.64 FL our--.,,
10' 20'
SCALE: 1" 1 0'
OUTFLOW
60.74 FL
IN-~ 61.00 FL
OUT
4"
6" PERFORATED PVC PIPE
PLACE PIPE WITH
PERFORATIONS
6" HOPE
OUTLET
PIPE
18" ENGINEERED SOIL MIX' AT THE INVERT
2" OF PEA GRAVEL
SECTIONB-B
BIORETENTION BASIN OUTLET DETAIL
30'
NOT TO SCALE
NOTES:
1) ROOF AREAS TO DRAIN INTO FLOW THROUGH PANTER.
2) FOR STORMWA TER RUNOFF CREA TER THAN A 100 YEAR
STORM EVENT, A BACKUP PUMP WILL START
AU TOMA TICALL Y TO EMPTY THE UNDERGROUND VAULT.
3) ROOF SYSTEM TO INCORPORATE A FIRST SYSTEM TO
CAPTURE THE FIRST WASH/OFF OF SEDIMENT, DEBRIS
DURING A RAINFALL EVENT.
4) ALL PIPES AND HOSES USED TO CONVEY HARVESTED
WATER SHALL BE PURPLE IN COLOR OR CONTINUOUSLY
WRAPPED WITH PURPLE MYLAR TAPE TO IND/CA TE THAT
THE WATER IS NOT SAFE TO DRINK.
5) ALL PIPES AND HOSES USED TO CONVEY HARVESTED
WATER SHALL NOT BE CONNECTED TO THE ON-SITE
"RECLAIMED WATER SYSTEM".
6} EACH CONDO UNIT BASEMENT TO HAVE A MINIMUM
OF THREE SUMP CATCH BASINS CONNECTED TO THE
UNDERGROUND VAULT.
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