HomeMy WebLinkAboutPA 2017-62 - Exhibit G - Design Review PackageM I S S I O N T R A I LC A
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CJC Design, Inc.
C A S I N O D R I V EELECTRICAL6"S 4"S8"S
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NOT TO SCALEQTYDESCRIPTIONITEMPROJECT SITEd'zn engineeringINMISSEDALONLA-AENGAEPR
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FORN
IICSETATOFVCEERPRECISE GRADING PLANS%+6;1(.#-''.5+014'PRELIMINARY - PLANNING SUBMITTAL
CL
CL427.90'126.30'N43°38'44"W121.76'N71°02'54"E431.90'N18°56'11"W 170.01'N18°56'11"W 426.71'N43°38'56"W1430.54'L1L2L3L2N71°02'27"E82.20'L4N71°02'54"E554.20'PROPERTYLINEPROPERTYLINERIGHT OFWAY LINERIGHT OFWAY LINE740.70'287.77 FFCL
292.24 TOSLINE BLINE CLINE C
LINE DLINE D
LINE E
SECTION
ALINE AMISSION TRAIL
TRASHFUEL CANOPYSECTION B
(31
0
)
LINE F LINE FFF 291.6FF 290.1FF 293.1CASINO DRIVE(
3
0
5
)(310)LINE E
EXISTING RIGHT-OF-WAYULTIMATE RIGHT-OF-WAYSECTION
ASECTION DLINE G3'
7
'8'
10
'
1
1
'
12
'
13
'SECTION C(315)(320)294293SECTION A-110+0011+0012+0013+0014+0015+00287.77 FF280320CON. STORE290330310300340280290300330310340320ULTIMATER/W280320280360320CL290340310300330340300290310330CASINO DRIVEd'zn engineeringINMISSEDALONLA-AENGAEPR
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FORNIICSEXP. ETATOFV12/31/21CEERPRECISE GRADING PLANSPLANGP-022PRELIMINARYGRADING PLANLINE "A"LINE "B"40GRAPHIC SCALE: 1"= 20'-0"020606CONSTRUCTION NOTES:1ON-SITE:23451112222222333333444455.5
'
9
.8
'
15
.5
'PRELIMINARY - PLANNING SUBMITTAL
292.24 TOSCAR WASH TUNNEL280320300280320300293.1 FF10+0011+0012+0010+0011+0012+00280320300280320300FUEL CANOPY290.1 FF280320300280320300293.1 FF280320287.77 FF300280320300291.6 FF300320310290ULTIMATER/W280320300280320300ULT. R/W300320310290ULTIMATER/W300320310290ULTIMATER/W300320290310300320290310ULTIMATER/Wd'zn engineeringINMISSEDALONLA-AENGAEPR
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FORNIICSEXP. ETATOFV12/31/21CEERPRECISE GRADING PLANSGP-036OPTION 1GRADING SECTIONSLINE "F"LINE "C"LINE "E"40GRAPHIC SCALE: 1"= 20'-0"020603LINE "D"SECTION BLINE "G"SECTION ASECTION A - 1SECTION DSECTION CPRELIMINARY - PLANNING SUBMITTAL
6"PROPOSED DRIVEWAY PAVERS PERLANDSCAPE PLANS.SCARIFY (12" MINIMUM DEEP) EXPOSEDSURFACE FILL SOILS AND COMPACT TOOPTIMUM MOISTURE CONTENT AND 90%RELATIVE COMPACTION BASED ON SOILSREPORT GRADING RECOMMENDATIONSSUB BASE (CRUSHED STONE ORCONCRETE) PER SOILS REPORTRECOMMENDATIONSPROPOSED DECORATIVE PAVERSAND/OR VENEER TREATMENT PERLANDSCAPE PLANS.MINIMUM RECOMMENDED REINFORCED CONCRETE SLABTHICKNESS AND 8' CONSTRUCTION/EXPANSION JOINTS FOREXTERIOR CONCRETE FLATWORK PER SOLS REPORT. (COVERWITH SLIP SHEET PRIOR TO TILE PLACEMENT)4"
12"3/4" CRUSHED AGGREGATE BASE,(CLASS 2) AS PER SOILS REPORTRECOMMENDATIONS3"SCARIFY (12" MINIMUM DEEP) EXPOSED SURFACE FILLSOILS AND COMPACT TO OPTIMUM MOISTURE CONTENTAND 90% RELATIVE COMPACTION BASED ON SOILSREPORT GRADING RECOMMENDATIONS NO. 3 REBARS @ 24" O.C. PERSOILS REPORTFINISHED SURFACE SLOPED TOSWALE FLOW LINECLFINISH SURFACEFINISH SURFACESLOPE TO FLOWLINESLOPE TO FLOWLINE2%2%24" WIDE6"52314TYPICAL CONCRETE SWALE SECTIONTYPICAL CONCRETE HARDSCAPE SECTIONTYPICAL DRIVEWAY PAVER SECTIONd'zn engineeringINMISSEDALONLA-AENGAEPR
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IICSEXP. ETATOFV12/31/19CEERPRECISE GRADING PLANS6GRADINGDETAILSGP-044PRELIMINARY - PLANNING SUBMITTAL
CL
CL427.90'126.30'N43°38'44"W121.76'N71°02'54"E431.90'N18°56'11"W 170.01'N18°56'11"W 426.71'N43°38'56"W1430.54'L1L2L3L2N71°02'27"E82.20'L4N71°02'54"E554.20'PROPERTYLINEPROPERTYLINERIGHT OFWAY LINERIGHT OFWAY LINE740.70'CL
EXISTING RIGHT-OF-WAYULTIMATE RIGHT-OF-WAYd'zn engineeringINMISSEDALONLA-AENGAEPR
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FORNIICSEXP. ETATOFV12/31/21CEERPRECISE GRADING PLANSGP-055OPTION 1EROSIONCONTROL PLAN40GRAPHIC SCALE: 1"= 20'-0"020606PLAN (714) 801-3918BERRI BROTHERSDRY SEASON REQUIREMENTS(MAY-SEPTEMBER)WET SEASON REQUIREMENTS(OCTOBER-APRIL)EROSION CONTROL NOTES:N.P.D.E.S. NOTES:CASINO DRIVEMISSION TRAIL
PRELIMINARY - PLANNING SUBMITTAL
d'zn engineeringINMISSEDALONLA-AENGAEPR
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FORNIICS EXP. ETATOFV12/31/21CEERPRECISE GRADING PLANSGP-066CONSTRUCTIONBMPs40GRAPHIC SCALE: 1"= 20'-0"020606PRELIMINARY - PLANNING SUBMITTAL
M I S S I O N T R A I LC A S
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EXTERIOR
OR TENANT
WALL MTL STUD FRAMING
B.O. CEILING
3-5/8" MTL. STUDS 3-5/8" MTL. STUDS
6" MTL. STUDS
SCHEDULED CEILING
METAL STUD FRAMING
PER WALL TAG BELOW
METAL STUD TRACK
ATTACHED W/ FASTENERS
@ 24" O.C. MAX.
SCHEDULED CEILING
TOP OF CONC
SOUND BATT INSULATION
@ RESTROOM ONLY
METAL STUD FRAMING
PER WALL TAG BELOW
METAL STUD TRACK
ATTACHED W/ FASTENERS
@ 24" O.C. MAX.
MTL STUD FRAMING
SUBSTRATE PER PLANSUBSTRATE PER PLAN
METAL TOP TRACK
A7.0
17
A7.0
17
TOP OF CONC
MTL STUD FRAMING
B.O. CEILING
3-5/8" MTL. STUDS
METAL STUD FRAMING
PER WALL TAG BELOW
METAL STUD TRACK
ATTACHED W/ FASTENERS
@ 24" O.C. MAX.
SCHEDULED CEILING
TOP OF CONC
SOUND BATT INSULATION
@ RESTROOM ONLY
SUBSTRATE PER PLAN
METAL TOP TRACK
A7.0
17
EXISTING
STRUCTURE/
PARTITION/
STOREFRONT
COOLER/ FREEZER WALL
AGAINST WALL
EXTERIOR
OR TENANT
WALLSUBSTRATE
PER PLAN
COOLER/
FREEZER
EXTERIOR
OR TENANT
WALL
COOLER/
FREEZER
A2.3
4
COOLER/ FREEZER WALL
PREFABRICATED COOLER
WALL
SUBSTRATE PER PLAN
2 WALL TYPES
1" = 1'-0"
ROOF DECK ROOF DECK
ROOF DECK ROOF DECK
ROOF DECK
A7.0
14
A7.0
14
A7.0
14
TOP OF CONC
TOP OF CONC
NOTE: REFERENCE A2.2 FOR WALL
FINISH AND SUBSTRATE TYPES.SIMSIMSIMSIMSIM
1 1.1 1.2 2
A
A.1
B
1 FLOOR PLAN
1/4" = 1'-0"
N
OFFICE
103
ELECTRICAL
107
MEN'S
106
105
2
A3.11
1
A3.0 2
68'-1"
24'-10 1/2"17'-5"25'-9 1/2"
16'-0 1/2"35'-4"16'-8 1/2"43'-5"3"43'-2"30'-8 1/2"3'-4"2'-0"6'-4"1'-0 1/2"5'-5 3/4"7'-11"35'-7 1/4"
2"
5'-10 1/4"5'-10"6'-6 1/4"
2"7"
68'-1"2"5'-3 3/4"36'-7 1/4"2"MERCHANDISE
101
SALES
102
BACKROOM
104
CDC TOTE
111
FREEZER
108
ICE
109
COOLER
VAULT
110
1
2
3 33
4
666
101A A
5
2
A4.0
_____________________________________________________________
5
A2.1
1
104
103
111
101B
107
106
105
D E
D D
C
4_____________________________________________________________
A4.0
AA
A
A
A.6 A
A
A
2'-5 3/4"4'-11 9/16"7'-10 7/8"37'-9 11/16"9'-1 1/8"8'-8 11/16"
4"
2"
3
A4.0
_____________________________________________________________
A
A
A
1
A4.0
_____________________________________________________________
B
A7.0
4
A7.0
5
A7.0
7
A7.0
7
7'-11"2'-6"
1'-0"6'-4"10'-3"1'-11"8'-5"9'-1"2'-4"5'-1"A
2"36'-7"5'-0"MIN.2"7"7"43'-5"SIM2"7"
A7.0
SIM
13
7'-4"8'-2"
C
A7.0
13
3
A4.0
_____________________________________________________________
WOMEN'S
3'-6"
MIN.
E
D
C
A3.0
OH
A3.1
F.E.
F.E.
F.E.
SIM.
4
BELOW
A7.0
A7.0
GENERAL NOTES
WALL LEGEND
METAL STUD WALL
SIPS PANEL WALL
COOLER WALL
KEYNOTES
1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF
NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION PROJECT
MANAGER.
2. GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS, AND SITE GRADES PRIOR
TO START OF WORK.
3. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE
FURNISHED BY OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY
CONSTRUCTION PERTAINING TO SAME IS BEGUN.
4. ALL EXTERIOR WALL DIMENSIONS ON THE PLANS UNLESS OTHERWISE NOTED ARE TO
OUTSIDE FACE OF SIP, CMU BLOCK OR STRUCTURAL SHEATHING.
5. 2" AIR SPACE BETWEEN COOLER WALL AND BUILDING WALL, OR ANY EQUIPMENT ADJACENT
TO COOLER. WALK-IN COOLER SUPPLIED BY 7-ELEVEN, INC, INSTALLATION TO BE
DETERMINED BY CONSTRUCTION PROJECT MANAGER.
6. CONTRACTOR TO PROVIDE AND INSTALL WALL BACKING FOR WALL HUNG FIXTURES AND
TOILET ACCESSORIES.
7. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED, MOISTURE
RESISTANT WOOD.
8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED: 5.0 L.B.F. FOR INTERIOR
DOORS.
9. ALL DOORS SHALL BE KEYLESS IN DIRECTION OF EGRESS.
9. FIRE EXTINGUISHER: #10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED ON
WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC. (COSMIC 10E)
OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL CODES.
10. CONTRACTOR TO INSTALL COAT HOOKS FOR EMPLOYEES. REFERENCE SHEET EF1 ITEM 220.
INSTALL 2 IN OFFICE AND 3 IN BACKROOM. LOCATION TO BE DETERMINED BY
CONSTRUCTION PROJECT MANAGER. SEE DOOR HARDWARE SCHEDULES.
11. APPLY 3M SUN CONTROL WINDOW FILMS @ ALL SOUTH, EAST, AND WEST FACING GLASS
(3M-1). NOTE NO FILM SHOULD BE APPLIED TO THE STOREFRONT DOORS. (REFERENCE
SHEET A6.1 FOR MATERIALS SCHEDULE).
12. G.C. TO FURNISH AND INSTALL RIS BACKBOARD AT ISP DESK. REFERENCE MATERIALS
SCHEDULE ON SHEET A6.1.
1. PRE-FABRICATED COOLER WALLS, CEILING, FLOOR, DOORS AND RACKS. MAINTAIN
2" AIR SPACE BETWEEN COOLER AND ADJACENT WALLS PER MANUFACTURES
SPECIFICATIONS. CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH PROJECT
MANAGER.
2. MOP SINK; REFERENCE PLUMBING.
3. PROVIDE SPACE FOR RECESSED BOX IN WALL FOR CO2 LINES AND PVC CONDUIT
FOR POST MIX AND SLURPEE MACHINES.
4. ELECTRICAL PANELS; REFERENCE ELECTRICAL SHEETS.
5. STEEL COLUMN; REFERENCE STRUCTURAL SHEETS.
6. DOWNSPOUT; REFERENCE ELEVATIONS SHEET A3.1.
7043 SIP - RIGHTCJC Design, Inc.A2.0 FLOOR PLAN
CJC Design, Inc.
ELECTRICAL6"S 4"S8"S
4"S4"S4"S4"S
4"SSLOPE 3%SLOPE 3%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%UP
DOWN CJC Design, Inc.
Berri Bros
CAR WASH
Express
ENTRANCE
VENDING VENDING
CAR WASH
Express
$5EXIT CJC Design, Inc.
CJC Design, Inc.
M I S S I O N T R A I LC A S
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4"SSLOPE 3%SLOPE 3%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%SLOPE 0.5%UPCAR WASHExpress$5Berri Bros
CAR WASH
Express
Regular Regular
Plus Plus
Premium Premium
Self Serve Gasoline
Diesel #2 Diesel #2
Cash Credit/Debit
ELEVEN
Berri Bros
CAR WASH
NOW OPEN
Berri Bros
CAR WASH
Express
CAR WASH
Express
$5 CJC Design, Inc.
C J C D e s i g n , I n c .
Page 1
COLOR BOARD
and
SITE AMENITIES PACKAGE
Imperial Stations
Gas Station and Convenience Store
31800 Mission Trail
Lake Elsinore, CA.
April 7, 2020
Prepared by:
22485 La Palma Avenue, Suite 202
Yorba Linda, CA 92887
P: 714.920.9643 F: 714.917.0250
www.cjccorp.com
Prepared for:
City of Lake Elsinore, CA
C J C D e s i g n , I n c .
Page 2
I. Exterior Finishes
A. Smooth Finish Stucco
La Habra Stucco
B. Corrugated Wall
MS Metal Sales or equal
www.metalsales.us.com
C J C D e s i g n , I n c .
Page 3
C. Acrylic Composite Metal Panels (ACM) – Canopy fascia
C. Standing Seam metal roof
MS Metal Sales or equal
www.metalsales.us.com
C J C D e s i g n , I n c .
Page 4
II. Paint Colors
Behr
A. N510-1 SILVER SHADOW
B. N500-4 PENCIL SKETCH
C J C D e s i g n , I n c .
Page 5
C. N520-7 CARBON
D. P170-7 100 MPH
III. Hardscape at driveways
L.M. Scofield Company
6533 Bandini Boulevard
Los Angeles, CA 90040
P: 800.800.9900; F: 323.720.3033
www.scofield.com
Scofield Concrete – Padre Brown (Lithochrome
Chemstain)
IV. Site Lighting
LSI Industries LED Yard light
LSI Slice (XLCS)
V. Window Glazing
Tubelite Anodized Aluminum Glazing
#14000 series I/O
C J C D e s i g n , I n c .
at driveways
P: 800.800.9900; F: 323.720.3033
Padre Brown (Lithochrome
LSI Industries LED Yard light
Window Glazing
Aluminum Glazing
C J C D e s i g n , I n c . Page 6
C J C D e s i g n , I n c .
Page 7
VI. Awnings
C J C D e s i g n , I n c .
Page 8
C J C D e s i g n , I n c .
Page 9