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SYMBOL LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS --------~~---------
PROPOSED RETAINING w'ALL ~
EXISTING SITE BOUNDARY -------
PROPOSED SE\JER SERVICE ~
PROPOSED \JATER METER ~
PROPOSED DRAINAGE CATCH BASIN ___ .,
30 0 30 60 ---------------.==-------------
DRAVN 1IY1 APPROVED BY1
DATE1 PROJ. ND.
Dw'Ci.
S' ------o•( ?.97I ___
1-11~-~ ---
156-051-18
LEGAL DESCRIPTION
A PORTION OF N\J 1/4, SE 1/4, SECTION 31, Tl!S R4w' S,B.M
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
AND AS DESCRIBED ON BOUNDARY ADJUSTMENT PLAT NO, 'ADJ 466'
APN• 156-051-24
GENERAL NOTES
D SITE AREA, 2,6 AC.
2) TOPOGRAPHIC SOURCE, MELCHIOR LAND SURVEYING (8-23-02)
PLAN DESIGNATION, RLM/[JS
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GENERAL
Z[JNING, EXISTING R-1' ND CHANGE PROPOSED (w'!THIN COASTAL OVERLAY ZONE>
VACANT
LOTS, ONE (NO CHANGE PROPOSED)
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LAND USE,
NUMBER OF
NUMBER OF PROPOSED D\JELL!NG UNITS, [JNE MAIN Dw'ELLING UNIT AND ONE SECOND Dw'ELLING UNIT
BUILDING COVERAGE, 6130 S.F, (5.4%)
9) LANDSCAPING AREA, 1414 S.F. <L2%)
10) NUMBER OF PARKING SPACES, 2 EACH <COVERED)
11) RELATED APPLICA TIDNS1 PRELIMINARY DEVELOPMENT REV!Ew' PRE 01-18
APPL/CATION OESCRI PT/ON
THIS EXHIBIT IS TO ACCOMPANY AN APPLICATION FOR A COASTAL DEVELOPMENT PERMIT,
HILLSIDE DEVELOPMENT PERMIT AND VARIANCE RELATED TD THE DEVELOPMENT OF A
SINGLE FAMILY RESIDENCE AND APPURTENANT STRUCTURE w'!THIN AN EXISTING LOT,
REVISIONS
OWNER AND APPLICANT
JAMES DUNN
4316 CASSANNA w'AY ._ 11305
OCEANSIDE, CA 9205 t
TELE, 760-967-0565
ENGINEER OF WORK:
AQUATERRA ENGINEERING INC.
1843 CAMPESINO PLACE
OCE~, CA_.9Z05~
TEL, 0-1~::}a:?2
L _ -~-DATE_4.i.?.1i!'f:.
GARY IPSKA RCE 23080 EXPIRES
EARTHWORK QUANTITIES
EXCAVATION, 486 C,Y,
COMPACTED FILL, 334 C,Y.
EXPORT, 152 C,Y.
REMEDIAL GRADING QUANTITIES
REMOVAL AND RECDMPACTION, 10,000± C.Y.
12/31-05
SITE
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APPROVED
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PLAN
THIS IS TFE APPROVED TENTATIVE MAP/SITE
PLAN PER CO"ID:T!ON NO. __ _b__OF PLANNING
COMM!SS.!ON RESOLUTION NO. S(;, I..:?,
v:;::":,. t,__' 1//2'1/oy
~girle~l'ing Dept. -Dale
a~ 1hfo1 Plannii:;tt=ate
PROJECT
DUNN RESIDENCE
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IGHLAND DR
MAP
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1 of' 2
PLOT DATE• 4/27/04
30
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DRA'w'N BY•
DATE,
1+40 1+60
PROFILE• DRIVEi.iA Y
SCALE• HDRZ 1'=30', VERT 1'=30'
APPROVED BY•
PROJ, NO.
Dv1Ci.
ENGINEER Or WORK:
AQUATERRA ENGINEERING INC.
1843 CAMPESIND PLACE
TELE 4}(:2~~/ DC~A ID CA~-1,
150 >--
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---~--;'i.-~,(__DATE±L:t.2ie2-
GARY ~SKA RCE 23080 EXPIRES 12/31-05
REVISIONS
ED 6' I IGl ~· '" llNG \IA LS~ / ~ / .,er A "? ": ~ -v.Y" .
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~CALE,
2+80 3+00 3+20
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HORZ 1 =30', ' ~RT 1•, 30' 70
3+40 3+60 3+80 4+00 4+20 4+40
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PROJECT
DUNN RESIDENCE
CDP 02-42/ HDP 02-10
s• MIN. LOW PERMEABLE SOIL
KEYSTONE 4" CAP UNIT
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KEYSTONE STANDARD UNIT
KEYSTONE STANDARD UNIT
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FINISHED GRADE
GRID LENGTH
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CRUSHED STONE LEVELING PAD
REINFORCED
BACKFILL7
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UNREINFORCED CONCRETE OR
CRUSHED STONE LEVELING PAD
PERFORATED DRAIN PIPE (OPTIONAL)
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STANDARD UNIT -NEAR VERTICAL SETBACK
ND SCALE
GALVANIZED STEEL SQUARE GRATE
~OPE TO DRAIN (2% MIN.)
COMPACTED SOIL / CONCRffi HARDSCAPE
NDS 12" LOW PROALE ADAPTER
li;attl;,"-__ NOS UNWERSAL OUTLET
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-_,.,.-PVC PIPE Ir;;,~,,,,--_,.;-CRUSHED STONE
1u IN LINE CONNECTION
NOT TO SCALE
1u END CONNECTION
NOT TO SCALE
(J) TYPICAL CATCH BASIN
2 NO SCALE
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DUNN RESIDENCE
PLOT DATE1 4/27 /0-4