HomeMy WebLinkAboutSDP 92-04; PENTON OVERSEAS; Planning Commissione •
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NOTES:
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SEE SHEET 'A2' FOR GENERAL NOTES, HALK NOTES, /
RAMP NOTES, PARKING NOTES, FIRE DEPT. NOTES, / AND CURB RAMP NOTES.
THERE ARE NO DESIGNATED FLOOD PLAINS, OPEN
SPACE EASEMENTS, OR OTHER DEVELOPMENT RESTRICTED AREAS ON THIS SITE.
SURFACE HATER SHALL DRAIN AHAY FROM BUILDING.
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LOT AREA 109957. 3 SQ FT BUILDING COVERAGE 9548. 9 SQ FT UPPER FLOOR 2007. 3 SQ FT TOTAL BUILDING AREA 11556. 2 SQ FT LANDSCAPE AREA 80455.0 SQ FT PAVING AREA 17946.0 SQ FT
PARKING SHOWN
OFFICE 4095. 7 SQ n I-IRREHOUSE 7460.S SQ n PARKING REQUIRED
AVERAGE DAILY TRIPS
OFFICE (single user) 4095. 7 SQ n I-IAREHOUSE 7460.S SQ n TOTAL /l~f!Q-4½~~), i,,,7-------------
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2.524 8.7%
1.8%
10.5% 73.2%
16.3%
28.0
= 16.4 @ I PER
= 7. S @ I PER 23.8
= 41.0 @ PER
= 37. 3 @ PER 78.3
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CONC . FLATWORK
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP No. 15247
RECORDED MAY 2S, 1988 AS FILE No. 88-247094
OF O.R.,IN THE CITY OF CARLSBAD, CR
ASSESORS PARCEL NO. 209-041-27
ADDRESS: 2470 IMPALA DR.
ZONE: M -Q
6?·-11 1"2•
""-TEXTURED ~LORED
PAVING ---_
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PENTON OVERSEAS
2091 LAS PALMAS DR. ijA
CARLSBAD, CA 92009
619/431-0060
SITE ADDRESS:
21701MPALA DRIVE
CARLSBAD, CA
ZONE:
M QUALIFIED DEVELOPMENT OVERLAY
SEWER DISTRICT,
CARLSBAD SEWER DISTRICT
438-5541
WATER DISTRICT:
CARLSBAD MUNICIPAL WTR, DIST .
438-2722
SCHOOL DISTRICT:
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CARLSBAD UNIFIED SCHOOL DIST.
729-9291
EXISTING/PROPOSED LAND USE1
PLANNED INDUSTRIAL SITE
PLAN F'ALO AIZ ROAD
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~--WHEEL STOP
CURB RAMP REO'D WHEN HALK
IS ABOVE PARKING ELEVATION
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H. C. PIJl(JN8 SlBN. 1M PEIi SPACE,
PEA SECTlClf 2-7!02 CF T-2'4 C,A,C,
4' STRIPES AT 36' O.C.
TYPICAL H. C. SYMBOL
HANDICAPPED SPACES@
ST AIR NOTES:
1. THE RISE OF EVERY STEP IS REQUIRED TO BE NO LESS
THAN 4' ANO NO MORE THAN 7 ', AND THE AUN (TREAD)
SHALL BE NO LESS THAN 11' AS MEASURED HORIZONTALLY
BETWEEN THE VERTICAL PLANES OF THE FURTHERMOST
PROJECTION OF ADJACENT TREADS. THE RISE AND RUN OF ANY TREAD IS REQUIRED TO BE THE SAME, WITHIN
3/8", IN ANY FLIGHT OF STAIRS.
2. TREADS ARE REQUIRED TO HAVE SMOOTH. ROUNDED. OR
CHAMFERED EXPOSED EDGES, WITHOUT ABRUPT EDGES AT
THE LOWER FRONT EDGE OF THE NOSING. NOSINGS ARE
REQUIRED TO PROJECT NO MORE THAN 1-1/2' PAST THE
FACE OF THE RISER. RISERS ARE TO BE SUFFICIENTLY
SOLID TO PREVENT PASSAGE OF OBJECTS LARGER THAN
1/4' MAXIMUM DIMENSION.
3. STAIR TREAD MARKING: THE UPPER APPROACH, ANO ALL TREADS OF EACH FLIGHT OF EXTERIOR STAIRS. ARE
REQUIRED TO BE MARKED BY A STRIP AT LEAST 2' WJOE.
PLACE STRIP PARALLEL TO AND NOT MORE THAN 1' FROM
THE NOSE OF THE STEP OR LANDING TO ALERT THE
VISUALLY IMPAIRED. THE STRIP JS REQUIRED TO BE
OF MATERIALS AT LEAST AS SLIP-RESISTANT AS THE
OTHER TREADS OF THE STAIRS ANO TO BE OF A CLEARLY
CONTRASTING COLOR. A PAINTED STRIP IS ACCEPTABLE.
4.
5.
6.
7.
B.
9.
STAIRWAY HANDRAILS: STAIRS ARE TO HAVE HANDRAILS
PLACED 34' ABOVE THE NOSING OF THE TREADS. PROVIDE AT LEAST 1-1/2' BETWEEN THE HANDRAIL ANO ANY WALL.
THE HANDGAIP PORTION SHALL BE NOT LESS THAN 1-1/2'
NOR MORE THAN 2' IN CROSS-SECTIONAL DIMENSION OR
THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING
SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL
HAVE A SMOOTH SURFACE WITH NO SHARP CORNEAS.
HANDRAILS SHALL EXTEND AT LEAST 12' BEYOND THE TOP
NOSING AND 12' PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING. ENDS OF HANDRAILS SHALL RETURN TO
A HALL OR TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS.
HANDRAILS MAY PROJECT INTO THE REQUIRED STAIRWAY
A DISTANCE OF 3-1/2' FROM EACH SIDE OF A STAIRWAY. STRINGERS ANO OTHER PROJECTIONS SUCH AS TRIM AND
SIMILAR DECORATIVE FEATURES MAY PROJECT INTO THE WIDTH 1-1/2' ON EACH SIDE.
STAIRWAYS 44' IN WIDTH OR MORE SHALL HAVE HANDRAILS
ON BOTH SIDES. STAIRWAYS REQUIRED TO BE MORE THAN
BB' HIDE SHALL HAVE AT LEAST ONE INTERMEDIATE
HANDRAIL FOR EACH BB' OF REQUIRED WIDTH. INTERMEDIATE
HANDRAILS SHALL BE SPACED APPROXIMATELY EQUAL WITHIN
THE WIDTH OF THE STAIRWAY. STAIRWAYS LESS THAN 44'
IN WIDTH MAY HAYE A HANDRAIL ON ONE SIDE ONLY, UNLESS
NOTED OTHERWISE ON PLANS.
WIDTH: STAIRWAYS SERVING AN OCCUPANT LOAD OF 50 OR MORE SHALL BE NOT LESS THAN 44' IN WIDTH. STAIRWAYS
SERVING AN OCCUPANT LOAD OF 49 OR LESS SHALL BE NOT
LESS THAN 36' IN WIDTH.
OPEN GUARDRAILS DA HANDRAILS SHALL HAYE INTERMEDIATE
RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A !PHEAE 6'
IN DIAMETER CANNOT PASS THROUGH.
RAMP NOTES:
1. A PATH OF TRAVEL WITH A SLOPE GREATER THAN 1 IN 20
SHALL BE CONSIDERED A RAMP.
2. THE MAXIMUM SLOPE OF A RAMP SHALL BE 1 IN 12.
3. RAMP WIDTH SHALL BE 48' MINIMUM.
4. SURFACE OF RAMP SHALL BE SLIP-RESISTANT.
5. LANDINGS ARE REQUIRED AT THE TOP AN□ BOTTOM OF RAMP.
6. A 60' DEEP INTERMEDIATE LANDING SHALL BE PROVIDED
WHENEVER THE CHANGE IN ELEVATION IS 30' OR GREATER.
PROVIDE A 72' DEEP INTERMEDIATE LANDING AT EACH
CHANGE IN DIRECTION GREATER THAN 30 DEGREES.
7. THE BOTTOM LANDING SHALL BE A MINIMUM OF 72' IN THE
DIRECTION OF TRAVEL.
8. THE TOP LANDING SHALL BE 60' X 60' MINIMUM.
9. IF A DOOR SWINGS ONTO A TOP LANDING THE MINIMUM
LANDING DEPTH SHALL BE THE WIDTH OF THE DOOR
PLUS 42'.
10. THE TOP LANDING SHALL HAVE A 60' MINIMUM WIDTH
WHEN A DOOR SWINGS ONTO THE LANDING, WITH 24' ON
STRIKE SIDE OF DOOR AT EXTERIOR RAMP OR 18' AT
INTERIOR RAMP.
11. RAMP HANDRAILS ARE REQUIRE□ ON EACH SIDE OF RAMP
WHEN SLOPE EXCEEDS 1 IN 15.
12. RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 34'
IN HEIGHT ABOVE RAMP SURFACE, WITH 12' EXTENSIONS
BEYOND TOP AND BOTTOM, AND THE ENOS RETURNED.
13. HANDRAILS SHALL BE NOT LESS THAN 1-1/2' NOR MORE
THAN 2' IN CROSS-SECTIONAL DIMENSION OR THE SHAPE
SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.
PROVIDE AT LEAST 1-1/2' BETWEEN THE HANDRAIL AN□
ANY HALL.
14. A 2' HIGH CURB OR WHEEL GUI □ERAIL. CENTERED 3'
(PLUS/MINUS 1 ') ABOVE RAMP SURFACE, IS REQUIRE□ ON BOTH SIDES WHERE NOT OTHERWISE BOUNDED BY HALLS
WHEN THE RAMP EXCEEDS 10 FEET IN LENGTH.
15. RAMPS SERVING A PRIMARY ENTRANCE FOR AN OCCUPANT
LOA□ OF 300 OR MORE SHALL NOT BE LESS THAN 60'
IN WIDTH.
PARKING NOTES:
1. PARKING AN□ DRIVE AREAS TO BE 5 1/2' CONCRETE
WITH MEDIUM BROOM FINISH, □VEA ADEQUATE BASE TO PROVIDE PROPER CURING -THESE SPECIFICATIONS
ARE SOLELY FOR BID PURPOSES ONLY! SEE SOILS REPORT BY OTHERS FOR ADDITIONAL
REQUIREMENTS (PAVING THICKNESS, CONTROL JOINTS, REINFORCING STEEL, BASE MATERIAL, ETC.) . PARKING AN□ □RIVE AREAS ARE TO BE
DESIGNED FOR THE TRAFFIC INDEX LOADS
ANTICIPATE□ ON THIS PROJECT. PAVING DESIGN TO BE VERIFIED BY CONTRACTOR AFTER GRADING
HAS BEEN COMPLETE□.
2. ALL PARKING SPACES ARE TO BE MARKED WITH A
4' WIDE PAINTED STRIPING. SEE DET. 1 ON THIS SHEET FOR STRIPING AT 'H.C.' SPACES.
3. HANDICAPPED PARKING SPACES SHALL NOT SLOPE MORE THAN 1/4' PER FOOT IN ANY DIRECTION.
4. WHERE A CONTINUOUS CURB IS NOT PROVIDED FOR A WHEEL STOP, PROVIDE A PRECAST, REINFORCED 6'-0' WHEEL STOP FOR EACH 2 PARKING SPACES OR A PRECAST, REINFORCED 3'-0' WHEEL STOP FOR EACH SPACE. ANCHOR WITH TWO (2) 1/2'♦ DOWELS PER WHEEL STOP.
5. PARKING SPACES ARE TO BE 8'-6' X 20'-0' OR B'-6' X 18'-0' WITH A 2'-0' OVERHANG
UNLESS LABELED WITH A 'C' OR A 'H.C.' 'C' SPACES ARE a·-o· X 15'-0'. SEE OET. I/ A2 FOR 'H.C.' SPACES
6. HANDICAPPED PARKING IDENTIFICATION SIGNS
SHALL BE PROVIDE□ AT THE ENTRANCE OF THE
PARKING FACILITY AS REQUIRED BY SECTION
2-7102 OF T-24 C.A.C.
7. ENTRANCE TO PARKING AREA SHALL HAVE
A DURABLE, METAL SIGN STATING THAT
'UNAUTHORIZED VEHICLES PARKING IN
HANDICAPPED SPACES MAY BE SUBJECT
TO TOW AWAY.'
SITE PLAN
NOTES
GENERAL NOTES:
1. STRUCTUREFORM IS NOT RESPONSIBLE FOR THE FULFILLMENT
OF ANY 'OCCUPATIONAL SAFETY AN□ HEALTH ACT'
( O.S.H.A.) REQUIREMENTS,
2. STRUCTUREFORM IS TO BE NOTIFIED IN WRITING, HHEN
CONSTRUCTION AT THE SITE BEGINS.
3. STAUCTUREFORM IS NOT RESPONSIBLE FOR LANO SURVEY OR
TOPOGRAPHICAL INFORMATION. LANO SURVEY AND TOPOGRAPHICAL INFORMATION HAS BEEN PROVIDE□ TO
STRUCTUREFORM BY:
4. ALL ON-SITE SIGNS SHALL COMPLY WITH LOCAL SIGN
ORDINANCES.
5. ALL FENCES, FREE-STANDING WALLS, ETC. SHALL BE ON A
SEPARATE PERMIT.
6. BUILDING ADDRESS NUMBERS SHALL BE INSTALLED IN SUCH A
MANNER AS TO BE EASILY SEEN FROM THE STREET.
7. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SHALL
BE SUBMITTED BY THE INSTALLING CONTRACTOR. SUCH
PLANS SHALL BE APPROVED BY THE FIRE PREVENTION BUREAU
PRIOR TO INSTALLATION.
8. ON-SITE FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE FIRE DEPARTMENT'S REQUIREMENTS
FOR ON-SITE FIRE HYDRANTS.
9. ALL LANDSCAPING IS TO BE SEPARATED FROM PARKING AND
DRIVEWAYS BY A 6' X 6' CQNCRETE CURB.
10. ALL EARTHWORK, GRADING, FOUNDATIONS AND PAVING SHALL
BE ACCOMPLISHED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE FOUNDATION INVESTIGATION AND
FINAL SOILS REPORT.
11. A FINAL SOILS REPORT SHALL BE SUBMITTED TO AN□
APPROVED BY THE BUILDING DEPARTMENT PRIOR TO
PLACEMENT OF ANY FOUNDATION CONCRETE.
12. ALL UTILITY TRENCHES SHALL BE COMPACTED TO A MINIMUM
OF 90% RELATIVE DENSITY.
13. ALL FINISH GRADES AROUND THE BUILDING SHALL BE SLOPED
TO DRAIN SURFACE HATER AWAY FROM THE BUILDING.
14. THE CONTRACTOR SHALL VERIFY WITH THE OWNER, ALL HOAK
TO BE DONE TO PREPARE THE SITE FOR THE BUILDING.
15. MARK A FIAELANE ON SITE TO COMPLY WITH SEC. 10.207
UNIFORM FIRE CODE.
16. BUILDING ENTRANCE(S) SHALL BE IDENTIFIED BY A SIGN
WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
(A WHITE FIGURE ON A BLUE BACKGROUND).
WALK NOTES:
!. WALKS AND SIDEWALKS TO IBE 3 1/2' CONCRETE. THESE
ARE MINIMUM SPECIFICATIONS -SEE SOILS REPORT BY OTHERS FOR ADDITIONAL REQUIREMENTS (PAVING THICKNESS,
CONTROL JOINTS, REINFORCING STEEL, ETC.).
2. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON
SURFACE. NOT INTERUPTED BY STEPS OR BY ABRUPT CHANGES
IN LEVELS EXCEEDING 1/2'. AND SHALL BE A MIN. 48'
IN WIDTH.
3. SURFACES WITH A SLOPE OF LESS THAN 61 GRADIENT SHALL
BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A
MEDIUM SALT FINISH.
4. SURFACES WITH A SLOPE OF 61 GRADIENT OR GREATER SHALL
BE SLIP-RESISTANT.
5.
6.
7.
8.
9.
10.
11.
12.
13.
HALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4' PEA
FOOT.
WALKS, SIDEWALKS AN□ PEDESTRIAN WAYS SHALL BE FREE OF
GRATINGS WHENEVER POSSIBLE. IF GRATINGS ARE LOCATED
ON ANY OF THESE SURFACES, GRID OPENINGS IN GRATING
SHALL BE LIMITED TO 1/2' IN THE DIRECTION OF TRAFFIC
FLOW.
WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY HALK
EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY
WITH THE PROVISIONS FOR PEDESTRIAN RAMPS.
ABRUPT CHANGES IN LEVELS ALONG ANY ACCESSIBLE ROUTE
SHALL NOT EXCEED 1/2'. WHEN CHANGES IN LEVELS DO
OCCUR THEY SHALL BE BEVELED WITH A SLOPE NO GREATER
THAN 1: 12 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4' MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER
THAN 1/2' ARE NECESSARY THEY SHALL COMPLY WITH THE
REQUIREMENTS FOR CURB RAMPS.
WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS
THAN 60' BY 60' AT A DOOR OR GATE THAT SWINGS TOWARD
lHE HALK, AN□ NOT LESS THAN 48' HIDE BY 44' DEEP AT A
DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH
WALKS SHALL EXTEND 24' TO THE SIDE OF THE STRIKE EDGE
OF A DOOR □A GATE THAT SWINGS TOWARD THE HALK.
ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL
AREAS AT LEAST 5'-0' IN LENGTH AT INTERVALS OF AT
LEAST EVERY 400'.
ABRUPT CHANGES IN LEVELS, EXCEPT BETWEEN A HALK OR
SIDEWALK AND AN ADJACENT STREET OR DRIVEWAYS,
EXCEEDING 4' IN VERTICAL DIMENSION, SUCH AS AT
PLANTERS OR FOUNTAINS LOCATE□ IN OR ADJACENT TO
WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE
IDENTIFIED BY CURBS PROJECTING AT LEAST 6' ABOVE THE
WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A
POTENTIAL DROP OFF. WHEN A GUARDRAIL IS PROVIDED AND
A GUIDE RAIL IS INSTALLED 2' TO 4' ABOVE THE HALK, OR
THE GRADIENT IS LESS THAN 51, OR NO HAZARD EXISTS,
THE CURB MAY BE OMITTED.
ANY OBSTRUCTION THAT OVERHANGS A HALK, CORRIDOR.
AISLE, ETC., SHALL BE A MINIMUM OF BO' ABOVE THE
WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE
OBSTRUCTION.
PROTRUDING OBJECTS, WITH LEADING EDGES BETWEEN 27' AN□ 80' ABOVE FINISHED FLOOR, SHALL NOT PROTRUDE MORE
THAN 4' INTO WALKS, CORRIDORS, ETC. FREE-STANDING
OBJECTS MOUNTED ON POSTS BETWEEN 27' AN□ BO' MAY
PROJECT A MAXIMUM OF 12'. OBJECTS WITH PROTRUDING
EDGES BELOW 27' MAY PROTRUDE ANY AMOUNT.
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. P.EFIN!:=1' 2 2,190
· t{tntj~UUHG 3 23,700
. NAflVE 4 56,538
m~ .. ~ 27,495
.TOT11.L Lll.NDS 82,462 -TOTAL LOT SIZE 109, 95'i -
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MIMULUS AURANTIACUS
STICKY MONKEY FLOWER
TOTAL #/ACRE
MULCH
---FERTILIZER (16-20-0)
BINDER
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•IIYDROSEED COVER CROP
DOTANICA!;/COIIIION NIIIIE
D!HOHPIIOTIIF.CI\ 1\UR1\NT1J\C11
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ESCIIS''.1101,ZI/\ CJ\LlfORNICJ\
Cl\.LifORNIA POPPY
LIISTIIENJ/\ GLADRA'l'/\
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MOLCII
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38
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66
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M/\NOAL.tV-E.3-11. -
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I PALOMAR
1--1 AIRPORT
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PALOMAR AIRPORT RD.
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PLANTING L.EGEND & _:···w·
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BOTANICAL/COMMON NAME . . . -' .
*TREES
AGONIS FLEXUOSA
PEPPERMINT WILL?W.
ARllUTUS UNEDO
STRAWBERRY TREE
CERCIS OCCIDENTALlS
WESTERN REDBUD
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EUCALYPTUS CLADOCALYX
SUGAR GUM
JACARANDA MIMOS!FOLIA
JACARANDA
LIQUIDAMBAR STYRACIFLUA
AMERICAN SWEET GUM
MELALEUCA QUINQUENERVA
CAJEPUT TREE '
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15 GAL -12. ..
24 ,, BOX l
EXIST. 2
15 GAL 3
24" B~ 3
15~ !;j
EXIST 2
15 GAL 2
24" BOX 5
15 GAL 7
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*ALL TREES PLANTED WITHIN 8 1 OF HARDSCAPE OR
BUILDING SHALL BE INSTALLED IN' ROOT BARRIERS . ..
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0 CONVOLVULUS CNEORUM 1 GAL 50
BUSH MORNING GLORY
0 COPROSMA KIRKII 5 GAL 30
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COPROSMA
FEIJOA SELLOWIANA 5 GAL 11
PINEAPPLE GUAVA.
LANTANA SELLOWIANA 1 GAL 89
PURPLE. TRAILING LANTANA
MYOPORUM 'PACIFICUM' l GAL 4
SPREADING MYOPORUM
MYOPORUM PARVlFOLIUM 1 GAL 46
PROSTRATE MYOPORUM
NERIUM OLEANDER 'PEl'ITE SALMON' EXIST B
DWARF OLEANDER 5 GAL 8
PITTOSPORUM TOBIRA 'VARIEUATA' 5 GAL 23
VARIEGATED MOCK ORANGE
RHAPHIOLEPIS INDICA 'PINK t.ADY' 5 GAL 9
INDIA .HAWTHORN
RHUS LAURINA 5 GAL 26
LAUREL SUMAC 1 GAL 22
XYLOSMA CONGESTUM 5 GAL 69
SHINY XYLOSMA
GROUND COVERS
ANNUAL COLOR 1 GAL 18" ON
CENTER
ARCTOTHECA CALENDULA FLAT·s 12" ON
CAPE WEED CENTER
BARK . .. 3"LAYER
WALK-ON OR EQUAL
(IN ALL LANDSCAPE PLANTING BEDS
FLATTER)
6:1 AND
t.:X/6 lNG c::FF~lfE Liy)LJID,.6M~
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plan11i11g ele1nent
t.ANDSCAl'E ARCIIITECTURE
PLANNING
Jego Cactwrldge Court, Son Oleoo •. CA 112103 lfllfll 2811-2101 \ '_..:...:::.-=,r
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TITLE--------
REVIE\JED llY:
PECTOR
·CITY OF' C,i\RLSBAD
PLANNING DEPARTMENT
._; .. --,-. -~--· .. ---· .... -·-·-----···· --·----· ASSISTANT PLANNING DIRECTOR
DATE
.DATE
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I. .· SEE SHEET 'A2 ' f"OR GENERAL NOTES, WALK NOTES, RAMP NOTES, PARKING NOTES, f"IRE DEPT. NOTES, AND CURB RAMP NOTES. 2. THERE ARE NO DESIGNATED F'LOOD PLAINS, OPEN
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PARCEL 1 Of' PARCEL MAP No. 15247
RECORDED MAY 25, 1988 AS FILE No. 88-247094
OF O. R. , IN TH£ CITY Of' CARLSBAD, CA
ASSESORS PARCEL NO. 209-041-27
ADDRESS: 2470 IMPALA DR.
ZONE: H -Q
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