HomeMy WebLinkAbout20200410_2201_E_coast_Hwy_3rd-submittalA V O C A D O A V E .(N) TRASH (E) COMMERCIALAREA(E) UNDERGROUND
GAS TANKS
(E)CANOPY
C O A S T H W Y
(E) RESIDENTIAL
AREA
A L L E Y
DRIVEWAY
DRIVEWAY
DRIVEWAYONE WAY ONLY ONE WAY ONLY8.33% MAX SLOPE
EXTERIOR STAIRS
(N) 2 - STORY CONVENIENCE STORE
DEMOLISH (E) 1,701 S.F. GARAGE
(N) CONVENIENCE STORE - GROUND LEVEL (2,200 SQ.FT.)
(N) STORAGE & OFFICE - 2ND LEVEL (390 SQ.FT.)
TOTAL AREA = 2,590 SQ.FT.
FINISH FLOOR : 108.80'ONE WAYONLYONE WAYONLY8.33% MAX SLOPE 8.33% MAX SLOPEONE WAYONLYONE WAYONLYONE WAYONLYONE WAYONLY11
5
(E) GRADE @
CORNER:
110.03'
7
11
11
2
8
(E) GRADE @
CORNER:
107.36'
(E) GRADE @
CORNER:
107.25'
ELEVATION
OF BUILDING:
108.80'
7
119
ELEVATION
OF BUILDING:
108.80'
ELEVATION
OF BUILDING:
106.20'
ELEVATION
OF BUILDING:
108.10'
J
I
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
M:\_Current Projects\E98818 76 Coast hwy(2201 e coast hwy Corona del mar CA 92625\_CAD\1. Architectural\SHEETS\AS-1.0_SITE_PLAN.dwgHamid Kianpur
2201 EAST COAST HWY.
76 GAS STATION
E98818 UP2018-0XX
CORONA DEL MAR, CA 92625
2201 EAST COAST HWY.
CORONA DEL MAR, CA 92625
CONSULTANT/ SEALS
KARAKI
C-STORE REMODEL
Plotted: Wednesday, March 25, 2020 3:21 PM Rnagahata
PCR No. XXXX
SCALE:1 PROPOSED SITE PLAN
1" = 10'-0"
WS
WS
JK
02.12.20
1/8" = 1'-0"
241215'&
5+6'2.#0
#5Ä
SITE KEY NOTES
LEGEND
1
VICINITY MAP
ZONING
LAND USE
PARKING STANDARDS
SIZE
REGULAR
TYPE
PARKING REQUIREMENTS
USE
OCCUPANCY
TYPE OF CONST
NUMBER OF STORY
AREA 1ST FLOOR
BLDG HEIGHT
FORMULA
AREA OF SITE
BLDG SETBACKS
SIDE (COAST HWY E)
REQUIRED PROPOSED
C-STORE (NEW)
FRONT (AVOCADO)
SIDE (ALLEY)
OCCUPANCY
TYPE OF CONST
NUMBER OF STORY
BLDG HEIGHT
AREA
AREA 2ND FLOOR
SPRINKLER SYSTEM
PROJECT DATA
ZONING
LAND USE
PARKING
ACCESSIBLE
FORMULA REQUIRED PROPOSED
(N) C-STORE REMODEL & ADDITION
ACCESSIBLE PARKING REQUIREMENTS
REQUIRED PROPOSED
AREA OF SITE
PARKING ANALYSIS BUILDING DATA
BLDG SETBACKS
REAR (EX. COMM.)
REQUIRED PROPOSED
LANDSCAPE AREA
FLOOR AREA RATIO
MAXIMUM HEIGHT
LOT COVERAGE
(E) CANOPY - TO REMAIN
SPRINKLER
PROJECT
SITE
A.P.N.: 459-081-01
BUILDING HEIGHT LIMIT:
SW 107.25, NW 107.36, SE 109.15, NE 110.03
ADDED TOGETHER =TOTAL 433.
DIVIDED BY 4=AVERAGE 108.45 PAD HEIGHT
32', TOP OF BUILDING MAXIMUM = 140.45
(E) SERVICE BAY TO BE DEMOLISHED:
TRUCK SIZE
A V O C A D O A V E .(E)CANOPY
C O A S T H W Y
A L L E Y
DRIVEWAY
DRIVEWAY
DRIVEWAY8.33% MAX SLOPE
EXTERIOR STAIRS
(N) 2 - STORY CONVENIENCE STORE
8.33% MAX SLOPE 8.33% MAX SLOPE1
4
109
4
4
6
J
I
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
M:\_Current Projects\E98818 76 Coast hwy(2201 e coast hwy Corona del mar CA 92625\_CAD\1. Architectural\SHEETS\AS-3.0_DRAINAGE_PLAN.dwgHamid Kianpur
2201 EAST COAST HWY.
76 GAS STATION
E98818 UP2018-0XX
CORONA DEL MAR, CA 92625
2201 EAST COAST HWY.
CORONA DEL MAR, CA 92625
CONSULTANT/ SEALS
KARAKI
C-STORE REMODEL
Plotted: Wednesday, March 25, 2020 2:39 PM Rnagahata
PCR No. XXXX
SCALE:1 PROPOSED SITE PLAN
1/8" = 1'-0"
WS
WS
JK
03.25.20
1/8" = 1'-0"
24'.+/+0#4;
&4#0#)'2.#0
#5Ä
SITE KEY NOTES
VICINITY MAP
PROJECT
SITE
A.P.N.
459-081-01
A V O C A D O A V E .(N) TRASH (E) COMMERCIALAREA(E) UNDERGROUND
GAS TANKS
(E)CANOPY
C O A S T H W Y
(E) RESIDENTIAL
AREA
A L L E Y
DRIVEWAY DRIVEWAY
DRIVEWAYONE WAY ONLY ONE WAY ONLY8.33% MAX SLOPE
EXTERIOR STAIRS
(N) 2 - STORY CONVENIENCE STORE
DEMOLISH (E) 1,701 S.F. GARAGE
(N) CONVENIENCE STORE - GROUND LEVEL (2,200 SQ.FT.)
(N) STORAGE & OFFICE - 2ND LEVEL (390 SQ.FT.)
TOTAL AREA = 2,590 SQ.FT.
FINISH FLOOR : 108.80'ONE WAYONLYONE WAYONLY8.33% MAX SLOPE 8.33% MAX SLOPEONE WAYONLYONE WAYONLYONE WAYONLYONE WAYONLYJ
I
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
M:\_Current Projects\E98818 76 Coast hwy(2201 e coast hwy Corona del mar CA 92625\_CAD\1. Architectural\SHEETS\SE-1 SECURITY PROGRAM.dwgHamid Kianpur
2201 EAST COAST HWY.
76 GAS STATION
E98818 UP2018-0XX
CORONA DEL MAR, CA 92625
2201 EAST COAST HWY.
CORONA DEL MAR, CA 92625
CONSULTANT/ SEALS
KARAKI
WSe
C-STORE REMODEL
Plotted: Wednesday, February 12, 2020 9:42 AM Rnagahata
PCR No. XXXX
SCALE:1 SECURITY SITE PLAN
1/8" = 1'-0"
WS
WS
JK
02.12.20
1/8" = 1'-0"
5'%74+6;241)4#/
5+6'2.#0
5'Ä
LEGEND
UPUP3-1/2" WALK-IN COOLER WALLS AS PERMANUFACTURER'S SPECS2" x 4" (2" x 6" @TOILET WALLS ADJ TOPLUMBING FIXTURES) INTERIOR STUDWALL @ 16" O.C WITH 5/8" GYP BD ONEACH SIDE U.O.N. (REFER TO INTERIORELEVATIONS & FINISH SCHEDULE FORFINISHES)2" x 6" EXTERIOR STUD WALL POP-OUTS @ 16"O.C. (7/8" CEMENT PLASTER OVER EXPANDEDMETAL LATH AND 2 LAYERS #15 GRADE DBUILDING PAPER.SEE EXTERIOR ELEVATIONS FOR COLORS &FINISHES; REFER TO INTERIOR ELEVATIONS &FINISH SCHEDULE FOR INTERIOR FINISHES21438" CMU WALL5SALES AREA100RESTRM. 2105AD131A-4.1A-3.02A-3.12A-3.04A-3.11ELEC. RM.106CASHER10277' - 5 1/2"30' - 0"UTILITY103RESTRM.1104BC3' - 11 1/4"4' - 0"3' - 8 1/4"7' - 0"2' - 0"2' - 0"PROVIDE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" SIGNADJACENT TO ALL ENTRANCES PER CA TITLE 24 & CBC11B-703.7.2.1 REQMTS. (SEE DAR SHEET DETAILS)TACTILE EXIT SIGNAGE PER CBC 11B-216.4 AND CBC 11B-703(SEE DAR SHEET DETAILS)MEANS OF EGRESS DOORS SHALL COMPLY WITH CBC 1010 ;11B-206.5 AND 11B-404COUNTER HEIGHT SHALL BE 28" MIN. TO 34" MAX. SALES COUNTERS& SERVICE COUNTERS SHALL COMPLY WITH CBC SECTION11B-909.4.1 OR 11B-904.4.21234POST SIGN WITH 1" HIGH LETTERS STATING: " THIS DOOR TO REMAINUNLOCK DURING BUSINESS HOURS".5PUBLIC FACILITIES SHALL BE PROVIDED WITH SIGNS THATDESIGNATE SEX (P) 2902.146AD131A-4.1A-3.02A-3.12A-3.04A-3.11STORAGE112OPEN TO BELOW30' - 0"77' - 5 1/2"BCSOFFIT BELOWROOF42' - 11 3/4"8' - 5 3/4"1' - 0"1' - 0"JIHGFEDCBA1234567891011121314CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALLUTILITIES ON-SITE AND OFF-SITE PRIOR TO STARTOF CONSTRUCTION.NOTE TO CONTRACTORACT AND LAW OF THE STATE.DOCUMENTS IS BOUNDED BY EXISTING PROPRIETARY RIGHTSWITH THE DESIGNER. THE LEGAL/ ILLEGAL USE OF THESEAUTHORIZATION AND PERMISSION FROM AND AGREEMENTALTERATIONS TO THE ORIGINAL PROJECT EXPECT BY WRITTENANY PROJECT OR FOR ANY EXTENSIONS OR ADDITIONS ORNOT TO BE USED BY THE OWNER NOR ANY OTHER ENTITY ONLEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR. THEY ARECORPORATE ENTITY AND/ OR AGENCY, WITHOUT EXPRESSED,BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL,ARE NOT TO BE REPRODUCED, DISTRIBUTED, DISCLOSED, OREXECUTED AND CONSTRUCTED OR NOT, THESE DOCUMENTSWHETHER THE PROJECT FOR WHICH THEY WERE PREPARED ISSERVICE, ARE THE EXCLUSIVE PROPERTIES OF THIS DESIGNERDOCUMENTS, ACTING HERE FOR AS INSTRUMENTS OFTHESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT3421REVISIONSSUBMITTALOWNER NAME & ADDRESSPROJECT NAME & ADDRESSCONFIDENTIALITY STATEMENTSHEET NUMBERSHEET TITLE1ABCDEFGH23456J78 10911121314DRAWN BY:PLOT:CHECKED BY:DATEBYNO. DESCRIPTIONDESIGNED BY:SCALE:IJOB No CUP No.MR. HAMID KIANPUR2201 E. COAST HWYXXXCORONA DEL MAR, CA 92625CONSULTANT/ SEALSTEL: (714)695-9300 FAX: (714)693-1002www.karakiws.com4887 E. LA PALMA STE. 707ANAHEIM, CA 92807AP No.459-081-01A DESIGN-BUILD COMPANYWESTERN STATES ENGINEERINGAS SHOWNKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATESKARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATESM:\_Current Projects\E98818 76 Coast hwy(2201 e coast hwy Corona del mar CA 92625\_Revit\E98818_2201_E_coast_Hwy_Corona_Del_Mar.rvt3/25/2020 12:22:02 PME9731702.12.20A-1.0FLOOR PLANC - STORE2201 EAST COAST HWY.CORONA DEL MAR, CA92625WSWSWS 1/4" = 1'-0"1FLOOR PLAN- GORUND FLR.WALL LEGENDACCESSIBLE NOTESFLOOR PLAN NOTESALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH STRUCTURAL,ELECTRICAL, MECHANICAL & PLUMBING DRAWINGS. COORDINATE ANYDISCREPANCIES WITH ARCHITECT/ENGINEER FOR CLARIFICATION BEFORECOMMENCING ANY WORK.1.2.3.4.5.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTEDOTHERWISE OR SHOWN ON THE PLANS.3-1/2" MIN. ACOUSTIC BATT INSULATION REQUIRED ON ALLRESTROOM WALLS & CEILING.PROVIDE & INSTALL ALL WOOD BLOCKING / FURRING STRIPS REQUIREDTO PROVIDE ANCHORAGE FOR ALL FINISHES, ACCESSORIES, FIXTURES,ETC. TO COMPLETE ALL WORK.PROVIDE PORTABLE FIRE EXTINGUISHERS IN LOCATIONS ASREQUIRED BY FIRE CODE AND LOCAL FIRE AUTHORITY. 1/4" = 1'-0"2FLOOR PLAN - 2ND FLR.NO. DESCRIPTION DATE
7/8" EXTERIOR CEMENT PLASTER 20/30 STUCCO FINISH - WHITE (LA HABRA STUCCO COMPANY I.C.B.O. #ER-4226 OR EQUAL)OVER GALV. METAL LATH & 15lb. BUILDING PAPER. USE A MIN. 2LAYERS GRADE D PAPER OVER ALL WOOD BASED SHEATHING.(USE SCREWS INSTEAD OF STAPLES).-1ALUMINIUM COMPOSIT PANEL - ORANGE-2-3-4-5-6-7CMU WALL - WHITEFRAMLESS GLASS STOREFRONTALUMINIUM COMPOSIT PANEL - BLUEALUMINIUM COMPOSIT PANEL - WHITEMETAL LOUVER-8FRAMLESS GLASS WINDOW1ST FLR. ELEV.108.80'0' - 0"131A-4.1-52F12' - 0"ROOF22' - 0"26' - 0"LANDING5' - 10"TOP ROOM26' - 0"1ST FLR. ELEV.108.80'0' - 0"AD2F12' - 0"-4-3ROOF22' - 0"BC10' - 0"10' - 0"-6-2LANDING5' - 10"TOP ROOM26' - 0"26' - 0"JIHGFEDCBA1234567891011121314CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALLUTILITIES ON-SITE AND OFF-SITE PRIOR TO STARTOF CONSTRUCTION.NOTE TO CONTRACTORACT AND LAW OF THE STATE.DOCUMENTS IS BOUNDED BY EXISTING PROPRIETARY RIGHTSWITH THE DESIGNER. THE LEGAL/ ILLEGAL USE OF THESEAUTHORIZATION AND PERMISSION FROM AND AGREEMENTALTERATIONS TO THE ORIGINAL PROJECT EXPECT BY WRITTENANY PROJECT OR FOR ANY EXTENSIONS OR ADDITIONS ORNOT TO BE USED BY THE OWNER NOR ANY OTHER ENTITY ONLEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR. THEY ARECORPORATE ENTITY AND/ OR AGENCY, WITHOUT EXPRESSED,BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL,ARE NOT TO BE REPRODUCED, DISTRIBUTED, DISCLOSED, OREXECUTED AND CONSTRUCTED OR NOT, THESE DOCUMENTSWHETHER THE PROJECT FOR WHICH THEY WERE PREPARED ISSERVICE, ARE THE EXCLUSIVE PROPERTIES OF THIS DESIGNERDOCUMENTS, ACTING HERE FOR AS INSTRUMENTS OFTHESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT3421REVISIONSSUBMITTALOWNER NAME & ADDRESSPROJECT NAME & ADDRESSCONFIDENTIALITY STATEMENTSHEET NUMBERSHEET TITLE1ABCDEFGH23456J78 10911121314DRAWN BY:PLOT:CHECKED BY:DATEBYNO. DESCRIPTIONDESIGNED BY:SCALE:IJOB No CUP No.MR. HAMID KIANPUR2201 E. COAST HWYXXXCORONA DEL MAR, CA 92625CONSULTANT/ SEALSTEL: (714)695-9300 FAX: (714)693-1002www.karakiws.com4887 E. LA PALMA STE. 707ANAHEIM, CA 92807AP No.459-081-01A DESIGN-BUILD COMPANYWESTERN STATES ENGINEERINGAS SHOWNKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATESKARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATESM:\_Current Projects\E98818 76 Coast hwy(2201 e coast hwy Corona del mar CA 92625\_Revit\E98818_2201_E_coast_Hwy_Corona_Del_Mar.rvt3/25/2020 12:22:13 PME9731702.12.20A-3.0BLDGELEVATIONSC - STORE2201 EAST COAST HWY.CORONA DEL MAR, CA92625WSWSWSELEVATION KEYNOTESELEVATION NOTESALL EXTERIOR FINISH MATERIALS ARE IDENTICAL IN APPEARANCE AND OFEQUAL OR GREATER DURABILITY TO THE NATURAL MATERIALS THEY AREINTENDED TO EMULATE.BUILDINGS SHALL NOT HAVE THE APPEARANCE OF A FALSE FACADEATTACHED TO THE FRONT OF A UNIFORM BUILDING SHELL. A BUILDING SHALLBE DESIGNED TO ENSURE THAT IT’S MASSING AND PROPORTION, ALONG WITHITS COLORS AND ARCHITECTURAL DETAILING, ARE CONSISTENT ON ALLBUILDING WALLS, GIVING A FOUR-SIDED (360-DEGREE) APPEARANCE.EXTERIOR BUILDING WALLS SHALL BE PROVIDED WITH A GRAFFITI-RESISTANT COATING OR PAINT, TO A HEIGHT OF 12 FT, AT THE FOLLOWINGLOCATIONS:(A) THE NORTHEAST, SOUTHEAST, AND SOUTHWEST ELEVATIONS OF THECONVENIENCE STORE. 1/4" = 1'-0"2ELEVATION - EAST 1/4" = 1'-0"4ELEVATION - NORTH13D View 233D View 3NO. DESCRIPTION DATE
1ST FLR. ELEV.108.80'0' - 0"AD2F12' - 0"ROOF22' - 0"-5-1BC-810' - 0"ELEV. 106.20'-1' - 2"LANDING5' - 10"10' - 0"10' - 0"TOP ROOM26' - 0"27' - 2"26' - 0"1ST FLR. ELEV.108.80'0' - 0"131A-4.1-12F12' - 0"ROOF22' - 0"-8-5ELEV. 106.20'-1' - 2"LANDING5' - 10"TOP ROOM26' - 0"26' - 0"27' - 2"7/8" EXTERIOR CEMENT PLASTER 20/30 STUCCO FINISH - WHITE (LA HABRA STUCCO COMPANY I.C.B.O. #ER-4226 OR EQUAL)OVER GALV. METAL LATH & 15lb. BUILDING PAPER. USE A MIN. 2LAYERS GRADE D PAPER OVER ALL WOOD BASED SHEATHING.(USE SCREWS INSTEAD OF STAPLES).-1ALUMINIUM COMPOSIT PANEL - ORANGE-2-3-4-5-6-7CMU WALL - WHITEFRAMLESS GLASS STOREFRONTALUMINIUM COMPOSIT PANEL - BLUEALUMINIUM COMPOSIT PANEL - WHITEMETAL LOUVER-8FRAMLESS GLASS WINDOWJIHGFEDCBA1234567891011121314CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALLUTILITIES ON-SITE AND OFF-SITE PRIOR TO STARTOF CONSTRUCTION.NOTE TO CONTRACTORACT AND LAW OF THE STATE.DOCUMENTS IS BOUNDED BY EXISTING PROPRIETARY RIGHTSWITH THE DESIGNER. THE LEGAL/ ILLEGAL USE OF THESEAUTHORIZATION AND PERMISSION FROM AND AGREEMENTALTERATIONS TO THE ORIGINAL PROJECT EXPECT BY WRITTENANY PROJECT OR FOR ANY EXTENSIONS OR ADDITIONS ORNOT TO BE USED BY THE OWNER NOR ANY OTHER ENTITY ONLEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR. THEY ARECORPORATE ENTITY AND/ OR AGENCY, WITHOUT EXPRESSED,BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL,ARE NOT TO BE REPRODUCED, DISTRIBUTED, DISCLOSED, OREXECUTED AND CONSTRUCTED OR NOT, THESE DOCUMENTSWHETHER THE PROJECT FOR WHICH THEY WERE PREPARED ISSERVICE, ARE THE EXCLUSIVE PROPERTIES OF THIS DESIGNERDOCUMENTS, ACTING HERE FOR AS INSTRUMENTS OFTHESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT3421REVISIONSSUBMITTALOWNER NAME & ADDRESSPROJECT NAME & ADDRESSCONFIDENTIALITY STATEMENTSHEET NUMBERSHEET TITLE1ABCDEFGH23456J78 10911121314DRAWN BY:PLOT:CHECKED BY:DATEBYNO. DESCRIPTIONDESIGNED BY:SCALE:IJOB No CUP No.MR. HAMID KIANPUR2201 E. COAST HWYXXXCORONA DEL MAR, CA 92625CONSULTANT/ SEALSTEL: (714)695-9300 FAX: (714)693-1002www.karakiws.com4887 E. LA PALMA STE. 707ANAHEIM, CA 92807AP No.459-081-01A DESIGN-BUILD COMPANYWESTERN STATES ENGINEERINGAS SHOWNKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATESKARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATESKARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATES KARAKI WESTERN STATESM:\_Current Projects\E98818 76 Coast hwy(2201 e coast hwy Corona del mar CA 92625\_Revit\E98818_2201_E_coast_Hwy_Corona_Del_Mar.rvt3/25/2020 12:22:24 PME9731702.12.20A-3.1BLDGELEVATIONSC - STORE2201 EAST COAST HWY.CORONA DEL MAR, CA92625WSWSWS 1/4" = 1'-0"1ELEVATION - SOUTH 1/4" = 1'-0"2ELEVATION - WESTELEVATION KEYNOTESELEVATION NOTESALL EXTERIOR FINISH MATERIALS ARE IDENTICAL IN APPEARANCE AND OFEQUAL OR GREATER DURABILITY TO THE NATURAL MATERIALS THEY AREINTENDED TO EMULATE.BUILDINGS SHALL NOT HAVE THE APPEARANCE OF A FALSE FACADEATTACHED TO THE FRONT OF A UNIFORM BUILDING SHELL. A BUILDING SHALLBE DESIGNED TO ENSURE THAT IT’S MASSING AND PROPORTION, ALONG WITHITS COLORS AND ARCHITECTURAL DETAILING, ARE CONSISTENT ON ALLBUILDING WALLS, GIVING A FOUR-SIDED (360-DEGREE) APPEARANCE.EXTERIOR BUILDING WALLS SHALL BE PROVIDED WITH A GRAFFITI-RESISTANT COATING OR PAINT, TO A HEIGHT OF 12 FT, AT THE FOLLOWINGLOCATIONS:(A) THE NORTHEAST, SOUTHEAST, AND SOUTHWEST ELEVATIONS OF THECONVENIENCE STORE.33D View 443D View 5NO. DESCRIPTION DATE
IRRIGATION & PLANTING NOTES:SITE PALNTING ADJUSMENT STATEMENT:
SITE IRRIGATION ADJUSTMENT STATEMENT:
HYDROZONES
VICINITY
(E) CANOPY
(E) CANOPY
PRELIMINARY LANDSCAPE PLAN - NEW CONVENIENCE STORE @ 2201 E COAST HWY., CORONA DEL MAR - 03/20/2020AVOCADO AVE.PACIFIC COAST HWY
PLANTING LEGEND
TREES:
HYDROZONE 2, TYP.
(N) TRASH
ENCLOSURE
FOUR (4) EXISTING
TREES TO REMAIN
TWO (2) EXISTING
TREES TO REMAIN
(E) TREE
SHRUBS:
GROUNDCOVER:
1. ALL LANDSCAPE AREAS SHALL RECEIVE A WATER CONSCIOUS AUTOMATIC
IRRIGATION SYSTEM. DRIP IRRIGATION SHALL BE UTILIZED WHERE EVER
APPROPRIATE.
2. ALL ON - SITE PLANTING AND IRRIGATION SHALL BE MAINTAINED TO
ENSURE WATER EFFICIENCY AND HEALTH APPEARANCE.
3. ALL UNSIGHTLY SITE APPARATUS SHALL BE SCREENED WITH 5 GALLON
SHRUBS OR GREATER (BACK FLOW PREVENTERS, TRANSFORMERS, GAS
METERS AC UNITS ETC.).
4. THE CRITERIA OF CALIFORNIA MODEL WATER EFFICIENT LANDSCAPE ORDI-
NANCE WILL BE CALCULATED & PROVIDED TO ASSURE COMPLIANCE OF
EFFICIENT USE OF WATER WITHIN THE NEW DESIGNED LANDSCAPE PLAN.
5. IRRIGATION SYSTEM TO BE A SUB-SURFACE DRIP IRRIGATION SYSTEM WITH
'SMART CONTROLLER'.
6. PROPOSED IRRIGATION SYSTEM SHALL PROVIDE A SEPARATE BUBBLER
SYSTEM, TWO (2) PER STREET TREES WITH PC SCREENS.
7. NO NEW WALLS OR FENCES ARE TO BE CONSTRUCTED. ALL PROPERTY
LINES CLEARLY IDENTIFIED BY EXISTING WALLS AND EDGE OF SIDEWALKS, NO
CONCRETE
MOWSTRIPS REQUIRED
HYDROZONE 1 : LOW WATER USE
HYDROZONE 2 : MEDIUM WATER USE
IN CONJUNCTION, WE SHALL REMOVE ALL EXISTING NON-
COMPLIANCE TURF, SHRUB & GROUND COVER PLANT MATERI-
ALS & REPLACE WITH LOW GROWING DROUGHT TOLERANT
PLANTING PALETTE TO MEET THE “MWELO” REQUIREMENTS.
WE SHALL RETAIN MOST OF THE EXISTING TREES & THE PERMA-
NENT SCREEN HEDGEROW ALONG THE NORTH & WEST PROP-
ERTY LINES. WE SHALL INTRODUCE A FEW ADDITIONAL TREES
FOR SHADE REQUIREMENTS WITHIN THE PEDESTRIAN & PARK-
ING LOT AREAS. THESE PLANTING & IRRIGATION ADJUSTMENTS
WILL SERVE AS A WATER EFFICIENT LOW WATER & A LOW MAIN-
TENANCE LANDSCAPE PROGRAM.
THE OBJECTIVE REGARDING THE CURRENT IRRIGATION & LAND-
SCAPE PROGRAM IS TO CONVERT THOSE EXISTING PLANTERS
CURRENTLY OPERATING WITH AN OVERHEAD SPRAY IRRIGATION
SYSTEM, WITH A WATER EFFICIENT DRIP IRRIGATION PROGRAM
TO MEET COMPLIANCE WITH THE STATE OF CALIFORNIA
“MWELO” MANDATE. WE SHALL UTILIZE THE EXISTING WATER
METER AT ITS CURRENT LOCATION, AS WELL AS THE EXISTING 2”
BACKFLOW PREVENTER DEVICE. WE SHALL INTRODUCE THE
REQUIRED MASTER VALVE AND FLOW SENSOR DEVICES DOWN-
STREAM OF THE EXISTING RP & SHALL BE CONNECTED TO THE
EXISTING CONTROLLER. WE SHALL ALSO UTILIZE THE EXISTING
MAINLINE ROUTING LOCATIONS, & THE EXISTING REMOTE CON-
TROL VALVE (RCV) LOCATIONS. WE SHALL REPLACE THOSE EXIST-
ING RCV’S WITH DRIP ZONE VALVES AS INDICATED IN THE NEW
IRRIGATION DESIGN PROGRAM. ALL NEW DRIP ZONE VALVES
SHALL UTILIZE THE EXISTING CONTROLLER & COMMON WIRING
TO THE EXISTING CONTROLLER. ALL OVERHEAD SPRAY HEADS
SHALL BE REMOVED & REPLACED WITH LOW WATER DRIP SYS-
TEMS THROUGHOUT
HYMENOSPERMUM FLAVUM ( SWEET SHADE TREE) 24” BOX 2
LAGERSTREEMIA INDICA (CRAPE MYRTLE) 24” BOX 2
EXISTING TREE
3” MULCH BED REDWOOD MULCH
ARCTOTIS HYBRIDS (AFRICAN DAISY)
ALYOGYNE HUEGELII (BLUE HIBISCUS)
CEANO THUS X PALLIDUS CEANOTHUS
GREVILLEA (GREVILLEA)
KNIPHOFIA UVARIA (RED HOT POKER)
LANTANA MONTIVIDENSIS (LATANA)
LAVANDULA ANGUSTIFOLIA (ENGILISH LAVENDER)
LEUCOPHYLLUM LANGMANIAE (TEZAS SAGE)
ROSMARINUS OFFICINALIS (ROSEMARY)
TEUCRIUM FRUTICANS (BUSH GERMANDER)
ZAUSHNERIA CALIFORNIA (CALIFORNIA FUCHSIA)
5 GAL
5 GAL
5 GAL
5 GAL
5 GAL
5 GAL
5 GAL
5 GAL
5 GAL
5 GAL
5 GAL
BOTANICAL NAME (COMMON NAME) SIZE QTY.
HYDROZONE 2, TYP.
HYDROZONE 2, TYP.
HYDROZONE 2, TYP.
HYDROZONE 1, TYP.
TWO (2) EXISTING
TREES TO REMAIN
HYDROZONE 2, TYP.