HomeMy WebLinkAboutCT 14-06; AFTON WAY; Substantial ConformanceCT 14-06, HDP 14-05, HMP 15-03
BENCHMARK
VESTING TENTATIVE TRACT MAP, & HILLSIDE DEVELOPMENT PLAN scE 14-06 .
FOR THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD SURVEY CONTROL POINT
#122, AS SHOWN ON RECORD OF SURVEY 17271. A 2.5-INCH BRASS DISC IN THE
NORTHW£ST£RL Y TOP OF CURB OF CARLSBAD VILLAGE DRIVE, 680-FEET MORE OR LESS
NORTHEAST£RL Y FROM PIO PICO DRIVE.
ELEVATION = 127.190' NGVD 29
BASIS OF BEARINGS
AFTON WAY SUBDIVISION, CARLSBAD, CA
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINA T£ SYSTEM, NAO
83 {CCS83) [EPOCH 1991.35}, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN
FIRST ORDER CONTROL STATIONS 122. AND 1.21. BEING A GRID BEARING OF N 88'52'20" W
AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271 (CITY OF
CARLSBAD SURVEY CONTROL), FILED ON FEBRUARY 08, 2002 AS FILE NUMBER
2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY.
LEGAL DESCRIPTION
PORTIONS OF LOTS 1 THRU 4 OF CARLSBAD TRACT NO. 83-20 ACCORDING TO MAP
THEREOF N0.11578 TOGETHER WITH LOT 6 A PORTION OF LOT 5 ANO A PORTION OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 11 SOUTH,
RANGE 4 WEST, SAN BERNARDINO MERIDIAN ALL IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STAT£ OF CALIFORNIA.
ASSESSOR'S PARCEL NUMBERS
167-531-45
1137-250-06
EASEMENT NOTES
~ A PUBLIC UTILITIES, INGRESS AND EGRESS EASEMENT PER INSTRUMENT NO. 125665, IN
Lil BOOK 6713 PAGE 351, RECORDED AUG. 19, 1957 OF OFFICIAL RECORDS.
~ A CITY OF CARLSBAD SLOPE EASEMENT PER DOCUMENT 86-420850, RECORDED SEPT. 23,
Ln 1986 OF OFFICIAL RECORDS.
HYDROLOGY AND HYDRAULIC REPORT
SEE HYDROLOGY AND HYDRAULIC REPORT PREPARED BY BHA, INC. AND
DA TED: 10/10/14 SOUTH
GEOTECHNICAL REPORT
LEIGHTON AND ASSOC.
3934 MURPHY CANYON RD, ST£ 8205
SAN DIEGO, CA 92123
(858) 292-8030
LEGEND
0.5'
R/W
10'
5'
~
~ f5
<.·✓ S) 12~ to.or-EXISTING ELEVA TIO h~
' '. ' ... : ' ' : . .
28'
VARIES
4.5' -PROPOSED 5'
I/ SIDEWALK VARIES
2% -
56'
(£
35.5 --"'1G ON i\
~· .• ' JI. -/ / ,, /
/ /
28'
VARIES
PROP. CURB
& GUTTER\
VARIES (TYP)
2% -h / ,, / ,,
/ , / . .
l/
4.5'
10'
5'
NORTH
R/W
T
0.5'
.PI/.,
r::;12
''t' \
I , -. ·.. '.
-/fROPOSED
PROPOSED ELEVA Tl
PROPOSED PCC
PROPOSED AC PVMT
SLOPE DIRECTION
PROP 0 '-PROP PCC PVMT -6" CURB AT • 8 WATER.-/ {) BACK OF WALK
PROP 8" SEWER/ ~ PROP 18" PUBLIC (TYP)
--J6--FINISH GRADE CONTOUR
PROJECT BOUNDARY
RIGHT OF WAY LINE
· .• (W)--· (',()---('<0---M ---EXISTING WATER LINE
... ·-· (,) ---(SJ --· (C) --·-(,) ·--EXISTING SEWER LINE
----(U)-·---(C:)--<s)--EXISTING GAS LINE
---{OH[)·--(OHE)--,·,i--EXISTING OVERHEAD ELECTRIC LINE
· --en ---"' --"' --'" ---EXISTING OVERHEAD TELEPHONE LINE
55 --~-EXISTING CONTOUR MAJOR
---------EXISTING CONTOUR MINOR
---55---PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
-s -s -s -• -PROPOSED SEWER LINE
0 PROPOSED SEWER MANHOLE
-• -w -• -• -PROPOSED WATER LINE
---@ PROPOSED SEWER LA T£RAL
SOUTH
EXIST.
R/W
1'
TYPICAL SECTION STORM DRAIN
AFTONWAY
NOT TO SCALE
40'
22' (£ 18'
6' 16' I 16'
4.5' I
EXISTING 4'
I WIDE SIDEWALK & GUTTER
NORTH
EXIST.
R/W
2'
---@ PROPOSED WA T£R METER
t:xx:J PROPOSED FIRE HYDRANT
....... EXISTING FIRE HYDRANT
I I I I I I I I I PROPOSED RETAINING WALL
PROPOSED SLOPE EMBANKMENT
=, om,\
10' I 9'
2x:L ----7-:-~ I J'3 ________ ----~ ---... ' ....... ----/ '--~-71:\~~:-:-: : :z::z:zzkz-2:z:z= -:-----~-:-1-T ~
EXIST. CURB_/r,-i -' -z: -I --_:zt=t.,.._-,.'.z::✓.:
r-----------7
I I L ___________ J
--------------------------------------------------
PROPOSED SETBACK AREA
PROPOSED CONCRETE BROW DITCH
PROPOSEO STORM DRAIN
1111111 --lllillll 111111111 PROPOSED UNDERGROUND OF OHE
FIRE NOTES:
1. FIRE ACCESS ROAD SURFACE. THE SURFACE OF ALL FIRE
DEPARTMENT ACCESS ROUTES SHALL BE OF AN IMPERVIOUS
"ALL-WEATHER" SURFACE MATERIAL, DESIGNED TO CARRY A
MINIMUM LOAD OF 75,000 POUNDS AXLE WEIGHT.
2. FIRE LANES. FIRE LANES ARE TO BE DESIGNA T£D AND THEY
SHALL BECOME THE RESPONSIBILITY OF THE DEVELOPER TO
HAVE SAID ACCESS RESTRICTIONS RECORDED, THAT THE OWNER
IS RESPONSIBLE TO PROVIDE AND MAINTAIN TO IDENTIFY, AND
ENSURE ENFORCEMENT OF THOSE DESIGNA T£D ACCESS.
3. IN ACCORDANCE WITH CARLSBAD RESIDENTIAL AND FIRE CODES
EFFECTIVE JANUARY 1, 2011, ALL RESIDENTIAL PROPERTIES
REGARDLESS OF SIZE OR LOCA T/ON NOT PERMITTED FOR
CONSTRUCTION PRIOR TO JANUARY 1, 2011 SHALL BE PROVIDED
WITH AN APPROVED AU TOMA TIC FIRE SPRINKLER SYSTEM.
4. THE CENTER OR THE FURTHEST MOST WALL OR PROJECTION OF
THE DWELLING CANNOT EXCEED 150 FEET FROM THE
"CENTER-LINE" OF THE NEAREST FIRE DEPARTMENT ACCESS.
THIS DISTANCE IS MEASURED ALONG A PATH THAT SIMULA TES
THE ROUT£ A FIREFIGHTER MAY TAKE TO ACCESS ALL
PORTIONS OF THE EXTERIOR OF A STRUCTURE FROM THE
NEAREST PUBLIC ROAD OF FIRE ACCESS ROAD.
5. PROJECT WILL BE REQUIRED TO INSTALL A ONE INCH (1 ") OR
CREA T£R WA TER SER VICE AND WA TER METER. THIS IS TO
ENSURE THAT THERE IS ADEQUATE WATER PROVIDED IN THE
EVENT OF A FIRE SPRINKLER ACT/VAT/ON DURING PERIODS OF
OTHER USES AND/OR DEMANDS, E.G. /RR/GA TION.
& GUTTER ....0
EX 8" WATER------{) -EXISTING
~ AC PVMT
EX 8" SEWER ~AL SECTION EX. 18" STORM DRAIN
PROP.
R/W
5'
2X -
(E) AFTON WAY
NOT TO SCALE
(DWG 254-2)
30'
20'
PROP. CURB
ROP. AC PVMT
5'
PROP.
R/W
TYPICAL SECTION
PRIVATE DRIVEWAY LOTS 2 & 3
NOT TO SCALE
1
K:\Civil 3D\1326\PROD\TM\Substantial Conformance Redlines\1326-TM-0l-SCE-TITLE-BLOCK.dwg, 6/17/2016 4:01:24 PM
KEYMAP
100'
I
SCALE: 1'' = 1 oo'
EXIST.
R/W
4,5' 5,5'
200' 300'
I
42'
8 ,
32'
LOT
1
2
J
4
5
6
7
8
9
10
(R)
CONSISTENCY DET£RMINA TION
SUBSTANTIAL CONFORMANCE EXHIBIT
~ ~CT NO, CT 14-06 / SC£ 14-06 ~ Lf.eM DA TE· 7/0c;
DON NEU, CITY PLA~N .
RECOMMENDED BY: -~ IAM,)..._____/ 1 D T£: /(;
.-.,. DATE: :,.,S•l.OJl,
SON S. GELDERT, CITY ENGINEER "'
RECOMMENDED BY: {)fN•D «1<-.L. iJ:--... \;
DATE: 7/7/ir,,
KEY MAP LEGEND
SHEET REFERENCE
PROJECT BOUNDARY
SHEET INDEX
1 CO VER SHEET
2 TENTATIVE MAP DESIGN
3 AFTON WA Y PROFILE
4 MAPPING/SETBACKS SHEET
5 CROSS SECTIONS
EXISTING FH
SUMMARY TABLE
LOT SIZE LOT SIZE LOT SETBACKS
NET SF GROSS SF WIDTH FRONT INT. SIDE STREET SIDE REAR
11,102 11,102 7535' 20 8 10 16
10,027 13,040 85' 20 8 -16
/5983 zq211 9J,OJ' 20 9 -18
15,055 16../7/' 75' 20 9 10 18
1J, 147 13,147 75.21' 20 10 -20
16,941 16,941 75' 20 10 10 20
· 24,269 26,218 129.29 20 10 10 20
29,054 29,054 146.13 20 10 10 20
7,529 7,529 -----
J0,024 30,024 -----
16,005 16,005 -----
NOTE: AFTON WAY ON-SITE IS: 15,471 SF
(R) = REMAINDER PARCEL EXIST.
R/W
42'
32' 5' 5'
', CURB & % CURB & ,, ....
EXISTING EXISTING\
,_____ GUTTER --1-__ ---;.: zz-_____ .?:!, GUTTER _,,
NO SCALE
EXISTING
SIDEWALK
c1i · rc.c.cz-r.z:7:z:.z.z.z-£££.Z: :::r..r-L:zzz:zr__,,--.a-zzz:.r-.rA.;..&-~-ExIsnNc
EXISTING \ -SIDEWALK
AC PVMT TYPICAL SECTION \__EXISTING
VICINrrY MAP
CARLSBAD VILLAGE DR. AC PVMT
NOT TO SCALE
(DWG 252-6)
APPROVED
THIS IS Tf/£ APPROVED T£NTA TIVE MAP /SITE
PLAN FOR PROJECT NO, __ PER CONDITION
NO., __ QF PLANNING COMMISSION RESOLUTION NO. ___ _
PLANNING DIVISION DAT£ ENGINEERING DIVISION DA TE
REV DESCRIPTION OAT[ APPD
1 ADD WALLS, REVISE 'PVMT
~oYESSJo
/y ,,_ --------
RONALD L.
HOU.OWAY
NO. 29271
'4 CfV\\,
1-q OF c,1.1,\
OWNER'S CERTIFICATE
WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE PROPERTY SHOWN ON THE T£NTA TIVE
SUBDIVISION MAP AND THAT SAID MAP SHOWS ALL OUR CONTIGUOUS OWNERSHIP IN WHICH WE HA VE
ANY DEED OR TRUST INTEREST. WE UNDERSTAND THAT OUR PROPERTY IS CONSIDERED CONTIGUOUS
EVEN IF IT IS SEPARA T£D BY ROADS, STREETS, UTILITY EASEMENTS, OR RAILROAD RIGHTS-OF-WAY.
OWNER/DEVELOPER
PRESIDIO PEBBLE CREEK CARLSBAD 8, LLC
301 W. 28TH STREET, SUITE A
NATIONAL CITY, CA 91950
PHONE: {619) 818-3584
GARY ARNOLD \
ENGINEER OF WORK
b~A,lnc.
land planning, cMI englneerlng, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
RONALD L HOLLO WA if
RC£ 29271
PROJECT DATA
ZONING
GENERAL PLAN DESIGNATION
LAND USE
COASTAL ZONE
DRAINAGE DISTRICT:
SITE AREA
DWELLING UNI TS
LOT SIZE.-
PROPOSED DENSITY
NUMBER OF LOTS
GRADING QUANTITIES
CUT
FILL
EXPORT
SIT£ HYDROLOGY (Q100)
REMEDIAL GRADING:
AREA OF GRADING
VOLUME OF GRADING PER GRADED ACRE
REMEDIAL DEPTH
SETBACK DATA
FRONT
SIDE
REAR
A VERA GE DAILY TRAFFIC
EXISTING:
PROPOSED:
INCREASE:
PUBLIC UTILITIES
DATE
R-A (FAMILY RESIDENTIAL) 10,000 SF MIN,
RLM (LOW-MEDIUM DENSITY 0-4 DU/AC)
RMH (MEDIUM HIGH DENSITY 8-15 DU'S)
RESIDENTIAL
NO
A (NW QUADRANT)
4,94 AC GROSS
4.21 AC NET
8 D/U
10,000 SF MIN,
1.9 DU/AC,
10 + REMAINDER
17,000 CY
?,JOO CY
9,700 CY 1
P E-£ OP 'EN CONDITIONS: 11.36 CFS
POST-DEVELOPMENT UNDETA/NED CONDITIONS: 13.55 CFS
POST-DEVELOPMENT DETAINED CONlJIT/ONS:
J.36 ACRES
5,059 CY
J'-10' DEEP
20'
10% OF LOT WIDTH
(2 X SIDE SETBACK)
10 ADT PER UNIT X 1 = 10 ADT
10 ADT PER UNIT X 8 = 80 ADT
70 ADT
9.68 CFS
CARLSBAD MUNICIPAL WA T£R DISTRICT-AVG. POTABLE WA T£R DEMAND:
550 GPO X 8 = 4,400 GPO
WATER SUPPLY
SEWER
GAS & ELECTRIC
TELEPHONE
CITY OF CARLSBAD -8 £DU'S
S.D.G.&£.
FIRE
POLICE
SCHOOLS
CABLE
AT&:T
CITY OF CARLSBAD
CITY OF CARLSBAD
CARLSBAD UNIFIED SCHOOL DISTRICT
TIME WARNER CABLE
INCLUSIONARY HOUSING REQUIRMENT
THE AFFORDABLE HOUSING REQUIREMENT WILL BE SATISFIED BY BUILDING ONE SECONDARY DWELLING UNIT
ON EITHER LOTS J, 7, OR 8.
CONSTRAINTS INFORMATION
SEE CONSTRAINTS MAP / SLOPE ANALYSIS PREPARED BY BHA, INC,
ABBREVIATIONS
AC
BVC
BW
C&G
CL co
EC
EP
EVC
FL
FG
GB
HP
b~A,lnc.
ASPHALT CONCRETE
BEGIN VERTICAL CURVE
BOTTOM OF WALL
CURB AND GUTTER
CENTERLINE
CLEANOUT
END CURVE
EDGE OF PAVEMENT
END VERTICAL CUR VE
FLOWLINE
FINISHED GRADE
GRADE BREAK
HIGH POINT
land planning, cMI englneerlng, suiveylng
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
IE
MH
NTS
RCP
RW
ss
INVERT ELEVATION
MANHOLE
NOT TO SCALE
REINFORCED CONCRETE PIPE
RIGHT-OF-WAY
SANITARY SEWER
SD
SDRSD
STORM DRAIN
SAN DIEGO AREA REGIONAL
STANDARD DRAWING
SIDEWALK SW
TC
TW
TOP OF CURB
TOP OF WALL
TENTATIVE MAP
AFTONWAY
COVER SHEET
2200 AFTON WAY
CARLSBAD, CA
W 0. 983-1326-400 SHEET _L OF ....5_
'
'
□ :a ~
2
C'l
2
C s:
DJ m
JJ
□ I
2
C'l
2
C ?;:
DJ m :a
□ :a ~ 2
C'l
2 C s:
DJ m :a
SLOT ORIFICE TO ALLOW
100 YR PREDEVELOPMENT
FLOW
BIORETENTION DETAIL
DEEP ROOTED, DENSE, DROUGHT
~01..fRANT PLANnNG SUITABLE --....___,_
FORWEU_ DRAINED SOIL \
----A TCH BASIN TYPE G WITH GRATED INLET
TW 215.5' FO!r-POS]__ DEVELOPMENT IOOYR FLOW
BASIN 1
----; ,./ EXIST. GROUND
----<:_ CATCH BASIN TYPE G 18" ENGINEERED
SOIL MIX
1' V2 STORAGE LAYER,
3/4" CRUSHED ROCK
6" PERFORATED PVC
UNDERDRAIN PIPE
PLACE PIPE WITH BW 210'
PERFORATIONS AT THE INVERT
RESTRICTOR PLATE TO LIMIT ------~
FLOW FROM V2 STORAGE AREA,
2.25" DRAIN DOWN HOLE 18" ENGINEERED
SOIL MIX
30' 15' o· 30' 60'
SCALE: 1 • 30'
24• "'BASIN_.b.-.---c-.j
207.5'
K:\Civil 3D\1326\PROD\TM\Substantial Conformance Redlines\1326-TM-02-SCE.dwg, 7/7/2016 3:29:27 PM
----WITH GRATED INLET
----
AFTON WAY SUBDIVISION, CARLSBAD, CA
\
ENGINEERING DIVISION DATE
CT 14-06, HDP 14-05, HMP 15-03
bl-lA,lnc.
land planning, cMI englnoo~ng, suiveylng
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760} 931-8700
CONSTRUCTION NOTES:
(1) PROPOSED PUBLIC STORM DRAIN (W/SIZE}
@ PROPOSED PRIVATE STORM DRAIN (W/SIZE)
PROPOSED 8" PUBLIC SEWER MAIN
PROPOSED 8" PUBLIC WATER MAIN
PROPOSED FIRE HYDRANT
PROPOSED EMERGENCY ACCESS TO THE CITY OF CARLSBAD
COVENANT OF EASEMENT FOR SHARED DRIVEWAY ACCESS
AND DRAINAGE
PROPOSED PUBLIC STORM DRAIN INLET
CL OF 8' WIDE PROPOSED SDG&E EASEMENT
BY SEPARATE INSTRUMENT
PROPOSED MODIFIED STORM DRAIN CLEANOUT
W/DIVIDER ALLOWING FOR 79% FLOW INTO BASIN 1 AND
21 % FLOW INTO BASIN 2
6" PERFORATED PIPE FOR BASINS 1 & 2
TENTATIVE MAP
AFI'ONWAY
2200 AFTON WAY
CARLSBAD, CA
POWER
REMAIN
SHEET L OF _5_
I
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1
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+
--t--
I
K:\Civil 3D\1326\PROD\TM\S b -u stant1al Conformance Redlines\1326-TM 03 SCEd --· wg, 7/7/2016 3:37:57 PM
SCALE: 1" = 40'
:
3+00
REV. DESCRIPTION DATE APPD
APPROVED
THIS IS THE APPROVED TENTA77VE MAP/SITE
PLAN FOR PROJECT NO. ___ PER CONDll70N
NO. __ OF PLANNING COMMISSION RESOLUTION
NO. __ _
PLANNING DIVISION DATE ENGINEERING OIVISION DATE
~ RONALD L.(~
[S HOLLOWAY ~
~ NO. 29271 "' * 'l ~1' l'IVl\, '#: e OF c1,.1,,1<:S
b~A,lnc.
land planning, clvll engineering, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008 4387
(760) 931 8700
; SCALES: HORIZONTAL: --VERnCAL: 1•
TENTATIVE MAP
AFI'ONWAY
2200 AFTON WAY
CARLSBAD, CA
: :
-j -__ ] i -
-~ ----~
t----l--
1
1· 40'
8'
SHEET _Lop 5
------,
I
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□ ]J
-~
2
Gl
2
C ~
Ill m
]J
□ ~
2
Gl
2
C s:
Ill m
]J
AFTON WAY SUBDIVISION, CARLSBAD, CA
---------------~
I
I
I
~co• I ~---------0001 l / '-..
335.42'
ooro 1 / " oi<X)I I / '
I / '
w wt-+_/~ ', 10
------
~L~t_gRIVE-------------
, • I , / PROPOSED OPEN SPACE "OI I ' !" ."' : SLOPE EASEMENT '--_ 30,024 SF ~ st ' PER 86-420850 --• t"')I 1
1
------.. ~ ~~, ---~
, __
I
I -.._ ___ --' -,
: ----------. I'&;;,
I -------·S,<1 .... ~..-
' --' ', I ',...._
' ' -~-GRANT DEED TO THE CITY OF
CARLSBAD FOR ROAD
DEDIC A TION (PARCEL 4) PER
DOC. NO. 86-420850, O.R. ~~
N 88"41' 32" W 274.83'
157-250-06
REMAINDER
EXISTING OPEN SPACE
16,005 SF
z ~I 167-250-06 ---<ti
~z :_________ ------<o ----7------~--------I ',
--1---_ ----: -------------.....
~
_,/'
~
161-112-24 I
----
--------
40'
SCALE: 1" = 40'
I
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_\_
80'
I
(~ ii:1~•·3123:w--332.9O•----r--------l w ~21a1 167-112-23 167-112-22
120·
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NOB HILL
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DRIVE
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K:\Civil 3D\1326\PROD\TM\Substantial Conformance Redlines\1326-TM-04-SCE.dwg, 7/7/2016 3:48:14 PM
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24,269 SF NET
26,218 SF GROSS
1---
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16,941 SF
NET/GROSS
'-----,
5
13,147 SF
NET/GROSS
4
, ', ', '• •
15,055 SF NET ,
16, 171 SF GROSS //
/
/
/ ;
/ ;
/ , /
\\-
3
/ / /
/
/
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15,983 SF NET
20,271 SF GROSS
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: NET/GROSS
I
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STREET AND PUBLIC
UTILITY EASEMENT
? ..., 1/J
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DATE APPD
/
CT 14-0~ HDP 14-05, HMP 15-03
( ) PER CERnFICA TE OF COMPLIANCE REC
OCT. 3, 1986 AS F/P 86-446207 CITY OF
CARLSBAD ADJUSTMENT NO. 329
RONALD L. fj HOLLOWAY
Ii! NO. 29271
C/V\\.
bl-lA,lnc.
land planning, clvll engineering. surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
APPROVED
THIS IS THE APPROVED TENTATIVE MAP /SITE
PLAN FOR PROJECT NO. ___ PER CONDITION
NO. ___ ,OF PLANNING COMMISSION RESOLUTION
NO. __ _
PLANNING DIVISION DA TE ENGINEER/NG DI VISION
TENTATIVE MAP
AFTONWAY
2200 AFTON WAY
CARLSBAD, CA
DATE
SHEET 4 OF 5 ---
r
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□ :c
§
2 G)
2
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□ :c ~
2 G)
2
C s: m m
IJ
CJ' ;r/ '1:i ~
2
(jJ
2
C s co m ::0
PL
PROPOSED RET. WALL
5' HIGH MAX
PROPOSED BROW DITCH
LOT 3
PAD 265
~ ~ ~ ~
FINISH GRADE
-
CT 14-06, HDP 14-05, HMP 15-03
AFTON WA y SUBDIVISION, CARLSBAD, CA
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PROPOSED RET. WALL -----
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PROPOSED RET. WALL
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PROPOSED RET. WALL
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PROFILE SCALES
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VERTICAL: 1" = 1 o'
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PROPOSED BROW OITCH
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___ ,OF PLANNING COMMISSION RESOLUTION "' " • '' ., 2'20'0 A 17n'Q NO.__ 5115AVENIDAENCINAS rir1r WWAY
C'JV\\, SUITE "L" CARLSBAD, CA. 92008-4387 CARLS'B' A n, C' A
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PLANNING DIVISION DA TE SHEET 5 OF 5 --
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