1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL

DRAINAGE CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE

SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR

WIND.

3. CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS, OR RESIDUES SHALL BE RETAINED ON SITE TO

MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY

WIND OR RUNOFF.

4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE UNLESS

TREATED TO REMOVE SEDIMENT AND OTHER POLLUTANTS.

5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE

REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT

SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE

MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES

NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN

STORM-WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF

CONSTRUCTION PRACTICES AND WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO VIOLATION OF ANY

WATER QUALITY STANDARDS; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION OR

NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL

REGULATIONS 40 CFR PARTS 117 AND 302.

8. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SEDIMENTS, CEMENT PRODUCTS, SOLID OR

LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIME, PESTICIDES,

HERBICIDES, WOOD PRESERVATIVES, AND SOLVENTS, ASBESTOS FIBERS, PAINT FLAKES OR STUCCO

FRAGMENTS, FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS, CONCRETE,

DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR

CHEMICAL DEGREASING; AND SUPER-CHLORINATED POTABLE WATER LINE FLUSHINGS.

9. DURING CONSTRUCTION, DISPOSAL OF MATERIALS AND POTENTIAL POLLUTANTS SHOULD OCCUR IN A

SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL

STORM-WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REQUIREMENTS.

10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE

EROSION IS PROHIBITED. TRUE DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVE STATE

REGIONAL WATER QUALITY CONTROL BOARD.

CS-1 COVER SHEET

C-1 SURVEY

G-02 GRADING/DRAINAGE

L-01 HARDSCAPE PLAN

PROJECT DATASHEET INDEX

PROJECT

LEGAL DESCRIPTION: CLASSIFICATIONS:

APPLICABLE CODES:

OCCUPANCY

TYPE OF CONST.

A. P.

ZONE

WATER QUALITY NOTES

PROJECT DESCRIPTION:

1. REMOVE AND REPLACE EXISTING DRIVEWAY, WITH

MODIFIED CONTOURS IN ORDER TO PROVIDE A MORE

UNIFORM/CONSISTENT CHANGE IN ELEVATION FROM THE

DRIVEWAY APPROACH TO THE EXISTING GARAGE.

2. MODIFY EXISTING SITE WALLS IN ORDER TO WIDEN THE

EXISTING DRIVEWAY ENTRY APPROACH.

C.M.C.

C.E.C.

C.B.C.

C.R.C.

C.G.B.S.C.

2019 C.P.C.

C.F.C.

B.E.E.S.

C.E.B.C.

ASPHALTIC CONCRETE

METAL

ACOUSTICAL TILE OR

BOARD

ROOM IDENTIFICATION

ROOM NUMBER

PLAN / ELEVATION

KEYNOTES

DOOR SYMBOL

NUMBER

WINDOW SYMBOL

NUMBER

#

#

#

###

ABBREVIATIONS

MASONRY

TILE

IN SECTION

CONCRETE , SAND OR

STUCCO / PLASTER

CONCRETE

IN SECTION

ROCK OR

GRAVEL FILL

EARTH

COMPACTED SOIL

BEDROCK

WOOD , FINISH

WOOD , ROUGH

THROUGH MEMBER

WOOD , ROUGH

INTERRUPTED MEMBER

PLYWOOD

INSULATION , BATT

INSULATION , RIGID

COLUMN LINE COORDINATE

FLOOR MATERIAL CHANGE

SECTION REFERENCE / SHEET NUMBER

SECTION

REVISION SYMBOL

CLOUD AROUND REVISION

1

A

A-1

MATCH LINE

DETAIL

DETAIL NUMBER/ SHEET NUMBER

1

A-1

1

A

PROPERTY LINE CORNER

WORK , CONTROL , DATUM

NEW CONTOUR LINE

SPOT ELEVATION

FINISH GRADE / EXISTING GRADE

OR ELEVATION POINT

F

I

N

.

G

R

D

.

E

X

I

S

T

.

G

R

D

.

DATA

PROPERTY LINE

EXISTING CONTOUR LINE

MATERIALS / SYMBOLS LEGEND

LEGAL

2019

2019

2019

2019

2019

2019

2019

2019

PROJECT NOTES

500 HIGH DRIVE

LAGUNA BEACH, CA 92651

DIAG.

EMER.

F. P.

F. H.

F. E.

F. G.

F. F.

FIN.

FT.

F. O. S.

F. O. C.

EXIST.

EXT.

EXP.

E. J.

E. G.

EXTR.

EQ.

EXH.

EQUIP.

ENCL.

ENAM.

DWG.

E.

EL.

E. P.

EA.

ELEV.

ELECT.

D. W.

D. F.

DBL.

DW.

DBS.

DWR.

D. S.

DIM.

DIA.

D. W.

DR. / S

DISP.

BM.

C. L.

CONN.

C. Y.

D. L.

DET.

DEPT.

DEMO.

C. J.

CTSK.

CORR.

CONST.

CONT.

COL.

C. M. U.

C. A.

COND.

CONC.

C. W.

C. R.

CLO.

CLR.

C. O.

BLDG.

CLG.

L

C. T.

C. C.

C

CTR.

CEM.

C. I.

C. B.

CAB.

CANT.

BLK'G

B. W.

BRD.

B. O. J.

B. O. F.

BOTT.

BLK.

BTR.

B. M.

BTWN.

ASB.

AVE.

B. P.

B. L.

BAL.

BDRM.

A. C.

A. T.

@

ASPH.

ADJUST.

&

A. B.

AL.

ALT.

ACOUST. T.

ACOUST.

ADD.

ADJ.

A. F. F.

A. B. S.

MANHOLEM. H.

DIAGONAL

T. O. P.TOP OF PLATE / PARAPET

WROUGHT IRON

WIRED GLASS

WIDE FLANGE

WELDED WIRE FABRIC

WATER STRIPPING

WATERPROOFING

WATERTIGHT

WATER RESISTANT

WATERPROOF

WATER HEATER

WATER CLOSET

VITRIFIED CLAY PIPE

VINYL ASBESTOS TILE

VERIFY IN FIELD

VERTICAL GRAIN

VENT THRU WALL

VENT THRU ROOF

VAPOR PROOF

UNLESS NOTED OTHERWISE

UNDERGROUND

TREAD, TRUSS OR TILE

TRASH COMPACTOR

TOP OF WALL

TOP OF SLAB

MECHANICAL

MAXIMUM

MATERIAL

MASTER

MARBLE

MASONRY OPENING

MANUFACTURER

MINIMUM

METAL LATH

METAL

MEMBRANE

NATURAL

MULLION

MOUNTED

NATURAL GRADE

MISCELLANEOUS

METAL THRESHOLD

MEDICINE CABINET

OBSCURE

NUMBER

NOMINAL

OPPOSITE

OPENING

ON CENTERS

OVERHANG / OVERHEAD

OUTSIDE DIAMETER / DIMENSION

OUTSIDE AIR / OVERALL

NOT TO SCALE

NOT IN CONTRACT

NORTH

PERFORATED

PARTITION

PANEL

POLISH / ED

POINT

PLYWOOD

PLUMBING

PLASTER

PLATE OR PLATED

PAPER HOLDER

POLISHED PLATE OR

N. T. S.

EMERGENCY

FINISH / FINISHED

FACE OF CONCRETE

FACE OF STUD / STRUCTURE

FIRE EXTINGUISHER

FIRE HOSE / FIRE HYDRANT

FIREPLACE

OR FLAT HEAD

FINISH GRADE

FINISH FLOOR

FEET

EXPANSION JOINT

EXISTING GRADE

EXISTING

EXTRUDED

EXTERIOR

EXPOSED

EQUIPMENT

EQUAL

ENCLOSURE

ENAMEL

EXHAUST

PNL.

PL.

POL.

PT.

PLB'G

PLYWD.

P.P.

PERF.

PART.

P. H.

PLAS.

OPP.

O. H.

O. D.

O. A.

PR.

OBS.

NO.

OPN'G

O. C.

PAIR

DRAWING

DRINKING FOUNTAIN /

ELECTRICAL PANEL

ELECTRICAL / ELECTRIC

EAST

ELEVATOR

ELEVATION

EACH

DRYWALL

DOUGLAS FIR

GRADE (GLASS)

DOUBLE STRENGTH "B"

DOUBLE

DRAWER

DOWN SPOUT

DOWN

DIMENSION

DIAMETER

DOOR / DOORS

DISPENSER

DISHWASHER

M. L.

N. G.

NAT.

N. I. C.

NOM.

N.

MIN.

M. T.

MUL.

MTD.

MISC.

MAX.

MECH.

MTL.

MEMB.

M. C.

MFR.

MAT'L

MSTR.

M. O.

MBL.

POWER POLE

WESTW.

W. GL.

YD. / S

W. I.

WD.

W. F.

W / O

WDW.

W/

WOOD

YARD / S

WITH

WITHOUT

WINDOW

W. R.

W. T.

W. W. F.

W. S.

WT.

WP.

WTR.

W. P.

W. H.

W. C.

W. L.

WEIGHT

WATER LINE

WATER

V. B. VALVE BOX

VERT.

V. C. P.

V. A. T.

V. I. F.

V. G.

VIN.

V. T. W.

V. T. R.

VENT.

VARN.

V. P.

VERTICAL

VINYL

VENTILATOR

VARNISH

U. N. O.

UR.

U. G.

T. C.

T. O. W.

T. O. S.

TYP.

T.

URINAL

TYPICAL

QUARRY TILE

ROOF RAFTER

QUARTER SAWN

QUARTER ROUND

POLYVINYL CHLORIDE

PROJECTION LINE

PROPERTY LINE OR

REINFORCING

RECEPTACLE

REFRIGERATOR

SEMI - GLOSS

SELECT STRUCTURAL

ROUND HEADED SCREW

ROUGH OPENING

TOP OF CURB / CONCRETE

THERMOSTAT

TACK BOARD

SYMMETRICAL

STRUCTURAL

STAINLESS STEEL

SQUARE FOOT

SPECIFICATIONS

SOUND PROOF

SHELF / SHELVING

SHELF & POLE

SHEET METAL

GROUNDGND.

BEAM

R. H. S.

GYPSUM

HALF ROUND OR HOT ROLLED

HEATER

HEADER

HARDWOOD

HOUR

HOT WATER

HOSE BIBB

HORIZONTAL

HEIGHT

HOLLOW CORE

AIR CONDITIONING

HEATING, VENTILATING AND

INTERIOR

INSULATION

JOIST

JOINT

JANITOR

IRON PIPE

INVERT

INSIDE DIAMETER

INSIDE DIMENSION OR

HYDRANT

HARDBOARD

KITCHEN

JUNCTION BOX

LINOLEUM

LIGHTING

LAVATORY

LAUNDRY

LAMINATE

LABORATORY

KEENE'S CEMENT PLASTER

LUMBER

LIGHT

LONG OR LENGTH

LIVE LOAD

JUNCTION

INV.

CHAIN LINK

CONNECTION

CONTROL JOINT / CEILING JOIST

CONSTRUCTION

CUBIC YARD

DETAIL

DEPARTMENT

DEMOLISH

DEAD LOAD

CONTINUOUS

COUNTERSUNK

CORRIDOR

COMBUSTION AIR

CONCRETE MASONRY UNIT

CLEAN - OUT / CASED OPENING

COLUMN

CONDENSATE

CONCRETE

COLD WATER

COLD ROLLED

CLOSET

CLEAR

LINO.

LMBR.

LT.

LG.

L. L.

LTG.

LAV.

LAM.

LAUND.

LAB.

KIT.

J. B.

K. C. P.

JCT.

JST.

JT.

JAN.

I. P.

BUILDING

CENTER TO CENTER

CEILING

CERAMIC TILE

CENTER LINE

CENTER

CEMENT

CAST IRON

CANTILEVER

CATCH BASIN

CABINET

BOTTOM OF JOIST

BOTTOM OF FOOTING

BLOCKING

BOTTOM

BOTH WAYS

BOARD

BLOCK

BETWEEN

BETTER

BENCH MARK

H. C.

INT.

INSUL.

I. D.

IN.

HR.

H. W.

H. B.

HORIZ.

HYD.

INCH

HDWD.

HVAC

HTR.

HDR.

HT.

H. R.

GYP.

HDBD.

S. F.

THERM.

T. O. C.

T & G

THRU

TH.

THK.

TEXT.

TERR.

TEMP.

T. BRD.

TEL.

THICK

TONGUE

THROUGH

THRESHOLD

TEXTURED

TERRAZZO

TEMPERED

TELEPHONE

STL.

SUSP.

STRUCT.

SYM.

SW.

S. A.

STD.

ST.

S. S.

STO.

STEEL

SWITCH

SUSPENDED

SUPPLY AIR

STORAGE

STANDARD

STREET

S. L. SHIP LAP

S. C.

SPKR.

SPEC.

S. P.

S.

SQ.

SHWR.

SLD'G

SKYLT.

SIM.

SH.

SOUTH

SQUARE

SPEAKER

SLIDING

SKYLIGHT

SIMILAR

SHOWER

SHT.

S & P

S. M.

SECT.

SHT'G

SEL. STRUCT.

S. G.

SHEET

SECTION

SHEATHING

GLASS

GALVANIZED

GALLON

GRADE

GRAB BAR

GAUGE / GAGE

GARBAGE DISPOSER

GALVANIZED IRON

FLOOR LINE

FLOORING

FLOOR DRAIN

FLOOR

FLASHING

FURRING

FURNACE

FRESH AIR

FORCED AIR UNIT

FOUNDATION

FOOTING

FLOOR JOIST

FLUORESCENT

FLOW LINE

FLOOR SINK / FULL SIZE

FLAT HEADED WOOD SCREW

ASBESTOS

AIR - CONDENSER

BASE PLATE OR BEARING PLATE

ASPHALTIC CONCRETE /

AVERAGE

BASE LINE

BALCONY

BEDROOM

ASPHALT TILE

ASPHALT

AT

ACOUSTICAL TILE

ADJUSTABLE

ANCHOR BOLT

ALUMINUM

ALTERNATE

ANGLE

AND

ADJACENT

ADDITION

ACOUSTICAL

STYRENE

F. A.

G. I.

GL.

GA.

G. D.

GR.

G. B.

GALV.

GAL.

FURR'G

FURN.

FWL.

FDN.

FTG.

F. J.

F. A. U.

FLUOR.

F. L.

F. S.

F. D.

FL.

FLR'G

ABOVE FINISH FLOOR

ACRYLONITRILE - BUTADIENE - F. H. W. S.

FLASH'G

REFERENCERE.

REQ'D

R. D.

RFG.

R.

R. O.

RM.

REINF.

REFL.

REF.

RET.

R. A.

REQUIRED

ROOF DRAIN

ROOFING

RISER

ROOM

REFLECTED

RETAINING

RETURN AIR

RWD.

RECP.

R. R.

RAD.

P. V. C.

X

Q. S.

Q. R.

Q. T.

RADIUS

REDWOOD

# / LBS.

P. L.

POUND

OCCUPANCY SENSOR O. S.

N TR 2883 LOT 4

496-041-42PROPERTY SIZE

OWNER:

LISA STIPKOVICH

500 HIGH DRIVE

LAGUNA BEACH, CA 92651

ARCHITECT:

TODD SKENDERIAN ARCHITECT

CONTACT: TODD SKENDERIAN

1100 S. COAST HWY., SUITE 316

LAGUNA BEACH, CA 92651

TEL: (949) 715-5461

FAX: (949) 715-5986

EMAIL: todd@tsarchitectslb.com

CONSULTANTS / CONTACTS

V-N (NON-SPRINK)

R-3/U-1

R-1

TOTAL

LOT AREA

REQ'D/ALLOWED

GROSS FLOOR AREA

USE

ZONE

LOT AREA

LOT WIDTH (AVG.)

LOT DEPTH (AVG.)

LOT SLOPE (%)

MAX BLDG HEIGHT ABV CURB ELEV

SETBACKS:

FRONT YARD

REAR YARD

NORTH SIDE YARD

EXISTING PROPOSED

CONFORMS

(YES/NO)

ZONING CRITERIA

TOTALEXISTING PROPOSED

INSIDE F.P.

OUTSIDE

FOOTPRINT

FILL

NET IMPORT

GRADING

CUT

IMPERVIOUS SURFACES

% LOT AREA

REMODEL

NOTES

SOUTH SIDE YARD

ZONING ANALYSIS

HARDSCAPE

STRUCTURE

EXISTING / PROPOSED EXISTING / PROPOSED

TOTAL

TODD

SKE

NDER

IAN

A

RCHI

TECT

1100

S. C

OAS

T HW

Y., #

316

LAG

UNA

BEAC

H, C

A 92

651

OFF

ICE

(949

) 715

-546

1

F

AX (9

49) 7

15-5

986

ALL DRAWINGS & WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE

ORIGINAL & UNPUBLISHED WORK OF

TODD SKENDERIAN ARCHITECT AND

MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT THEIR WRITTEN

CONSENT.

0819

08-28-21

SUBM

ITTA

L SE

T:

TS

ZONE

PLA

N CH

ECK

SUB

3.0

SFD SFD NO CHANGE YES

R-1 R-1 NO CHANGE N.A.

BASEMENT LEVEL

MID LEVEL

UPPER LEVEL

GARAGE

MID LEVEL DECKS

LANDSCAPE OPEN SPACE COVE

R SH

EET

EXTERIOR WALL DEMO

EXIST LF DEMO LFPERCENTAGE

ROOF DEMO

MAX BLDG HEIGHT ABV CURB ELEV

BLDG SITE COVERAGE

CIVIL ENG:

DZN ENGINEERING

CONTACT: RONIE DEMAQ-ALA

TEL.: (949) 305-8920

EMAIL: RLD@DZNE.NET

STIP

KOVI

CH R

ES50

0 HI

GH D

RIVE

LAGU

NA B

EACH

, CA

9265

1

9,614 SF (G.I.S.)

LANDSCAPE:

JIM DOCKSTADER LANDSCAPE

CONTACT: JIM DOCKSTADER

1493 GLENNEYRE ST

LAGUNA BEACH, CA 92651

TEL.: (949) 376-9589

EMAIL: JD.JDLA@VERIZON.NET

SURVEY:

SOUTH COAST SURVEYING

CONTACT: HENRY SCHNEPF

3214 CLAY ST.

NEWPORT BEACH, CA 92663

TEL: (949) 280-9957

FAX: hschnepf@sbcglobal.net

6,000 SF 9,614 F (GIS) NO CHANGE YES

70' MIN

80' MIN

80.38'

120.00'

NO CHANGE

NO CHANGE

YES

YES

- 42.43% N.A.NO CHANGE

ELEV 163.00

30' AT ANY PT.

ELEV 147.50

34.70'

NO CHANGE

NO CHANGE

YES

NO

31.36 % (3,015 SF) 3,357 SF NO CHANGE NO

26.86 % (2,583 SF) 1,998 SF NO CHANGE NO

5' (GAR) / 20' HOUSE

4' - 0" (SPECIAL)

4' - 0" (SPECIAL)

20' - 0" 26' - 0"

6' - 0"

6' - 0"

24' - 6" NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

YES

YES

YES

YES

TOTAL

UPPER LEVEL DECKS

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

SOFTSCAPE

3,357 SF / 3,357 SF

3,821 SF / 3,749 SF

2,436 SF / 2,508 SF

9,614 SF / 9,614 SF

34.92% / 34.92%

39.74% / 39.00%

25.34% / 26.08%

100% / 100%

00 CY

00 CY

00 CY

5 CY

26 CY

21 CY

5 CY

26 CY

21 CY

SUBTOTAL 7,178 SF / 7,106 SF 74.66% / 73.92%

SECTIO

N A

SECTION

SECTION

SECTIO

N

SECTION

d'zn engineering

JAMES DOCKSTADERLANDSCAPE ARCHITECT1493 Glenneyre StreetLaguna Beach, CA 92651949 376 9589

Submittals / Revisions:

Project:

Sheet Title::

Project Number:

Scale:

Date:

Sheet

of ___Sheets

1/8" = 1'-0"

MAY 2021

License 3072

0' 2' 4' 8'

DRIVEWAY REPAIR PROJECT

for

THE STIPKOVICH RESIDENCE

500 HIGH DRIVE LAGUNA BEACH, CA

DRWYAPRON

99.17 TC98.55 FL

98.30 TC97.69 FL TOP X

98.05 FS

99.34 FS

98.58 FS

97.83 FS

97.70 FS

96.54 FS96.39 TC95.79 FLTOP X

99.95 FS100.40 FS

101.73 FS

103.87 TS103.42 FS

105.56 FS

101.46 FS

102.47 FS 100.37 FS

92.17 TC91.57 FL

92.00 FS 96.00 FS

98.24 FS

CONC

CONC

CONC

HIGH DR.C

P

P

P

108.7 TOP115.7 TW

107.4 EG

108.0 EGBIRD PARADISE

108.0 EG50" STUMP

108.7 TOP

117.4 EG123.3 TW

117.8 EG14" PALM

118.3 EG123.3 TW

118.1 EG

6" PALM

103.35 FS

100.8 EG30" AGAVEWM

24" AGAVE91.9 EG

93.7 TOP96.7 TW

ROCK WALL

92.8 TOE92.84 TC92.20 FL

111.95 GFF112.00 FS

110.99 FS

111.61 TS

111.6 TW

111.0 TW110.3 TW

111.0 TW

SCOBOLLARD

GAS109.57 FS109.6 TW

112.3 TW

112.3 TW105.8 TOP

112.1 TW108.91 FS111.3 TW

104.6 EG12" PALM

103.6 EG12" PALM

111.4 TW110.7 TW105.3 EG

110.2 TW109.5 TW104.9 EG

107.7 TW

96.0 TOP

107.8 TW103.4 EG

12" PALM95.4 EG

94.67 TC94.03 FL

111.95 GFF

SCO

111.54 FS 111.56 FS113.2 TW

111.96 TS

115.42 TS

122.3 TW116.6 EG

110.95 FS

108.85 TS

104.80 TS104.35 FS

106.58 TS106.12 FS

108.43 FS

110.91 TS

111.11 FS

106.6 EG16" TREE

ST. LIGHT10" PALM99.0 EG

99.3 EG106.1 TW

107.58 TS107.12 FS

108.24 TS107.82 FS

111.67 FS

106.5 TW105.8 TW

97.2 EG10" PALM

98.0 TOP103.8 TW

107.7 TW105.8 TW

101.15 FS

109.0 TOP

10" PALM

105.9 TOE

98.2 EG

98.11 FS

99.05 FS

98.64 FS

ROCK WALL

CONC

CONC

N00°

04'35"

E12

0.00

'

N05°

11'55"

E12

0.00

'

P

L=75.01'R=839.02

99

100101

110

109

108

107

106

105

104

103

102

104103

102101

10099

98

108

92

93 94

95 96 97 98 99

93 94 9596

HARDSCAPE LEGEND 1 REMOVE EXISTING STUCCO PILASTER AND CUT BACK STUCCO WALL AND EXISTING STONE

VENEER WALL 2 REPAIR END OF EXISTING STONE VENEER WALL WITH MATCHING SALVAGED STONE FROM

DEMOLITION 3 REMOVE EXISTING DAMAGED MASONRY WALL 4 CONSTRUCT 6" HEIGHT CONCRETE CURB, 6" ABOVE DRIVEWAY. 5 CONSTRUCT WOOD ENCLOSURE FOR EXISTING TRASH AND EXISTING GAS METER. HEIGHT

48" 6 CONSTRUCT 6" HEIGHT CONCRETE CURB TO KEEP WHEELS AND WATER ON DRIVEWAY 7 CONSTRUCT CONCRETE STEPS AND HANDRAIL TO REPLACE EXISTING. INTENT IS TO KEEP

STEPS AND LANDINGS AT OR BELOW THE ADJACENT PROPOSED CONCRETE CURB 8 CONSTRUCT 18" WIDE CONCRETE BAND 9 CONSTRUCT PRECAST CONCRETE PAVERS ON CONCRETE BASE. TWO WARM GRAY COLORS

IN RANDOM ARRANGEMENTS. SIZE 6 X 6 OR SIMILAR TO BELGARD'S BOX PATTERN 3 10 CONSTRUCT STONE PAVING TO MATCH ADJACENT STAIRS. 11 VEHICULAR CONCRETE PAVING WITH NON-SKID FINISH, NATURAL GRAY. SCORE LINES AS

SHOWN 12 RETROFIT NINE (9) RECESSED, SHIELDED LOW VOLTAGE LIGHTS INTO THE EXISTING

MASONRY WALL. FX LUMINAIRE MODEL #: MO-ZD-3LED-FB, 4.2 WATT, 120 LUMENS EACH (SEE BELOW)

13 ADD PLASTER CAP TO EXISTING WALL, TO MATCH CAP ON ENTRY STAIRWELL

SHEET INDEX L-01 PRELIMINARY HARDSCAPE PLAN

PREVIOUSLY APPROVED PLANT INVENTORY

GENERAL LEGEND A EXISTING MASONRY WALL TO REMAIN B EXISTING STONE FEATURE WALL TO REMAIN C NEW DRIVEWAY APRON PER CIVIL DRAWINGS D EXISTING UTILITY ELEMENT TO REMAIN E EXISTING PILASTER TO REMAIN F EXISTING STEPS TO REMAIN G EXISTING VEGETATION TO REMAIN H EXISTING CURB AND GUTTER TO REMAIN I EXISTING MASONRY WALL TO REMAIN. VERIFY AND ENSURE 42" GUARDRAIL HEIGHT J NEW DRIVEWAY CONTOURS PER CIVIL PLAN

F

F

Gtyp symbol

H

E

1

A

B

D

D

A

B

C3

5

7

8

9

10

PRELIMINARY HARDSCAPE PLAN

L-01

NOTES SEE CIVIL ENGINEER'S PRELIMINARY GRADING PLAN FOR WALL HEIGHTS, GRADING CONCEPT, CUT AND FILL CALCS EXISTING PLANTING AND IRRIGATION IS TO REMAIN; NO CHANGES PROPOSED. THIS PRELIMINARY PLAN IS NOT INTENDED TO BE A CONSTRUCTION DOCUMENT. THE CITY'S GIS WEBSITE INDICATES THAT THIS PROPERTY IS IN A VERY HIGH FIRE HAZARD SEVERITY ZONE. DUE TO LIMITED ARCHITECTURAL SCOPE, REMOVAL OF ALL EXISTING TARGET SPECIES IS NOT REQUIRED

20' R

EQ F

YSB

106

104

108

110

102

100

98

110.9

110.4

109.4

107.9

105.9

103.

9

102.

9

I

2

A

6

6thickendedge

4

11

G

G

G

G

G

EXISTING DRIVEWAY AND WALL

REMOVE PILASTER AND DAMAGED WALL

LOCATION WHERE TRASH SCREENING NEEDED

8

J

A

EXAMPLE OF PAVER PATTERN AND COLOR

PROJECT SUMMARY REMOVAL OF APPROXIMATELY 1,450 SF OF EXISTING CONCRETE DRIVEWAY REPLACEMENT WITH NEW CONCRETE AND CONCRETE PAVER SURFACE MODIFICATION OF EXISTING RETAINING WALLS, INCLUDING REMOVAL OF OVERHEIGHT WALL IN FRONT SETBACK CONSTRUCTION OF 4' TALL TRASH CAN ENCLOSURE AT TOP OF DRIVEWAY EXISTING PLANTING AND IRRIGATION TO REMAIN EXISTING DRAINAGE PATTERNS REMAIN

12

PROJECT

CATALOG #

TYPE

NOTES

LANDSCAPE & ARCHITECTURAL LIGHTING

LED Wall Lights

RD

WWST

SQ

1 or 3 LED recessed wall light available in four brass faceplate styles for any application. RGBW version available with Luxor® technology.

Quick Facts ■ Die-cast brass and

aluminum construction ■ Natural, powder-coated,

or antique brass ■ Cree® integrated LEDs ■ Color temperature filters

■ Compatible with Luxor technology

■ Phase and PWM dimmable

■ Input voltage: 10-15V

2.3" (58 mm) 1.6" (41 mm)

2.4" (61 mm) 3.2" (81 mm)

2.0

" (5

1 mm

)

3.3"

(81

mm

)

3.2"

(81

mm

)

2.5"

(64

mm

)

MO Wall Light DESIGNER PREMIUM

3.2"

(81

mm

)

2.0

" (5

1 mm

)

2.0

" (5

1 mm

)2.

0"

(51 m

m)

13

13