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GENERAL NOTES1.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED LANDSCAPING IS INSTALLED INACCORDANCE WITH PLANS, DETAILS, SPECIFICATIONS (IF APPLICABLE) AND ALL LOCAL CODES ANDREQUIREMENTS.2.CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING PRIOR TO PROCEEDINGWITH WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TOBEGINNING ANY CONSTRUCTION.3.QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR GENERAL USE ONLY. CONTRACTOR IS RESPONSIBLEFOR VERIFICATION OF ALL PLANT AND LANDSCAPE MATERIAL QUANTITIES. SYMBOL COUNT ON PLANTAKES PRECEDENCE OVER TABLE QUANTITIES.4.IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE OWNER'S REPRESENTATIVE AND/OR THELANDSCAPE ARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANT MATERIAL FROM COMMERCIALNURSERIES. THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT WILL PROVIDEALTERNATE PLANT MATERIAL SELECTIONS IF UNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOTALTER THE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER.5.ALL PLANT MATERIALS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1.6.CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOTSYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.7.ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL REQUIRE THE WRITTENAPPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER.8.THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REFUSE ANYMATERIAL THEY DEEM UNACCEPTABLE.9.COORDINATE WITH PROJECT REPRESENTATIVE FOR DISTURBED SITE TREATMENTS OUTSIDE LANDSCAPEIMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATION FOR EROSION CONTROL.10.IF REQUIRED, CONTRACTOR TO ENSURE THAT AN AUTOMATED IRRIGATION SYSTEM THAT PROVIDESCOMPLETE COVERAGE OF THE SITE IS INSTALLED PRIOR TO INSTALLING TREES/PALMS (SEE IRRIGATIONPLAN SHEET IF PROVIDED). IF NO PLAN IS PROVIDED THE CONTRACTOR SHALL SUBMIT A PROPOSEDDESIGN TO THE LANDSCAPE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THEPROPOSED DESIGN MUST HAVE AN APPROVED BACKFLOW DEVICE AND RAIN SENSOR INSTALLED TOSTOP IRRIGATION DURING RAIN EVENTS. CONTRACTOR SHALL ENSURE THAT THERE IS POSITIVEDRAINAGE AND NO PONDING OF WATER AT ROOT AREA.11.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHESOF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALLPROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED,FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED INALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE ISRE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THEPROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.12.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THEWORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BESTAVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENTTO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TOREPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURSAS A RESULT OF THE CONSTRUCTION AT NO COST TO THE OWNER.13.WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED.14.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLEFOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.15.IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN,AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.16.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDINGIN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.17.ALL DISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL BE SOWN WITH GRASS SEED MIXOF 45% YUKON BERMUDA GRASS, 45% MAJESTIC BERMUDA GRASS , 10% CENTIPEDE BY WEIGHT @3LBS / 1000 SF.18.SEEDING ON SLOPES: HYDROSEED WITH GRASS SEED AS INDICATED ON PLANS. SEE LEGEND FORSPECIFIC GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER BED PREPARATION.HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE,WITH A MAXIMUM OF 50 LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2 - 2HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH NEWMIXTURE. ALL SLOPES 2:1 OR GREATER SHALL BE COVERED WITH EROSION CONTROL BLANKET ASSHOWN IN THE EROSION CONTROL BLANKET DETAIL. SEE SPECIFICATIONS FOR SEED ESTABLISHMENTREQUIREMENTS.19.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEPMOIST UNTIL PLANTED.1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED
A
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E
A
S
.
A
L
L
D
E
L
E
T
E
R
I
O
U
S
MATERIALS SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE M
A
T
E
R
I
A
L
,
A
S
P
H
A
L
T
,
E
T
C
.
S
H
A
L
L
B
E
REMOVED PRIOR TO ANY FILL OPERATIONS. FILL ALL PLANTING AREAS WITH CLEA
N
E
A
R
T
H
E
N
F
I
L
L
.
S
O
I
L
S
H
A
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FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN
S
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.
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T
O
P
S
I
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I
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F
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MATERIAL STRIPPED FROM SITE MAY BE UTILIZED FOR PLANTER OR TOPSOIL FILL
I
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I
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A
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OBTAINED FROM THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITEC
T
.
2.FINISH GRADE OF LANDSCAPE AREAS (TOP OF TURF AND MULCH) MUST BE GRAD
E
D
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O
1
1
/
2
"
B
E
L
O
W
A
D
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A
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T
PAVEMENT SURFACES.3.LOCATE SHRUBS A DISTANCE OF HALF OF THEIR AVERAGE MATURE SPREAD AWA
Y
F
R
O
M
W
A
L
K
S
,
S
T
R
U
C
T
U
R
E
S
,
CONCRETE PADS, ETC. LOCATE GROUND COVER PLANTINGS A MINIMUM OF 2' F
R
O
M
W
A
L
K
S
,
S
T
R
U
C
T
U
R
E
S
,
CONCRETE PADS, ETC.4.ALL LAWN AREAS NOT OTHERWISE BORDERED BY WALKS, OR OTHER STRUCTURE
S
,
S
H
A
L
L
H
A
V
E
M
A
N
U
F
A
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T
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E
D
EDGING AS REQUIRED.5.TREES PLANTED ADJACENT TO PUBLIC ROADS AND PEDESTRIAN SIDEWALKS SHAL
L
B
E
P
R
U
N
E
D
S
U
F
F
I
C
I
E
N
T
L
Y
T
O
AVOID VISUAL BLOCKS TO INTERSECTING VEHICULAR ACCESS OR INTERFERENCE
W
I
T
H
P
E
D
E
S
T
R
I
A
N
W
A
L
K
W
A
Y
S
.
TREES WITH A 4" OR LARGER CALIPER SHALL BE PRUNED UP TO 6'-0" ABOVE PAV
E
M
E
N
T
S
.
6.ALL TREES WITHIN 4' OF PAVED SURFACES (SUCH AS CURBS, WALLS, BUILDINGS A
N
D
S
I
D
E
W
A
L
K
S
)
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
WITH A DEEP ROOT BARRIER CONTROL DEVICE OR EQUAL. INSTALL PER MFR'S SP
E
C
I
F
I
C
A
T
I
O
N
S
.
7.TOPSOIL DEPTH SHALL BE AS FOLLOWS :PLANTER BEDS - 12" MINIMUMGRASS/SOD AREAS - 4" MINIMUM (AFTER COMPACTION)8.BACKFILL ALL TREES, SHRUBS, GROUNDCOVER WITH A MIXTURE OF 2 PARTS NAT
I
V
E
S
O
I
L
A
N
D
1
P
A
R
T
S
O
I
L
CONDITIONING WITH WOOD MULCH.9.THE LANDSCAPE CONTRACTOR SHALL WATER TEST ALL PLANTING HOLE PRIOR TO
P
L
A
N
T
I
N
G
.
I
F
H
O
L
E
S
D
O
N
O
T
D
R
A
I
N
PROPERLY, EXCAVATE FURTHER UNTIL IMPERMEABLE LAYER IS BREACHED. EXCA
V
A
T
E
D
P
L
A
N
T
P
I
T
S
S
H
A
L
L
H
A
V
E
POSITIVE DRAINAGE. PLANT PITS (WHEN FULLY FLOODED WITH WATER) SHALL D
R
A
I
N
W
I
T
H
I
N
1
H
O
U
R
O
F
F
I
L
L
I
N
G
.
ENSURE THAT ALL PLANT PITS HAVE POSITIVE DRAINAGE.10.ALL PLANTING BEDS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. PRE
-
E
M
E
R
G
E
N
T
H
E
R
B
I
C
I
D
E
S
H
A
L
L
B
E
APPLIED PER MANUFACTURE'S RECOMMENDATIONS AND SHALL OCCUR AFTER T
O
P
S
O
I
L
P
L
A
C
E
M
E
N
T
A
N
D
P
R
I
O
R
T
O
INSTALLATION OF PLANT MATERIALS AND MULCH.11.FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZ
E
R
P
E
R
B
R
A
N
D
'
S
S
P
E
C
I
F
I
E
D
APPLICATION RATES.12.ALL PLANTING BED SOILS SHALL BE AMENDED WITH 2" OF ORGANIC COMPOST13.ALL TREES AND SHRUBS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE T
H
E
I
R
S
U
R
V
I
V
A
L
.
14.ANY ROPE OR WIRE BINDING THE BALL SHALL BE CUT PRIOR TO PREVENT GIRDLIN
G
O
F
T
H
E
T
R
E
E
.
R
E
M
O
V
E
W
I
R
E
,
TWINE, AND BURLAP FROM THE TOP HALF OF ALL B&B PLANT MATERIAL.15.IF A NON-BIODEGRADABLE MATERIAL IS USED AROUND THE BALL, IT SHALL BE C
O
M
P
L
E
T
E
L
Y
R
E
M
O
V
E
D
P
R
I
O
R
T
O
BACKFILLING.16.PRIOR TO INSTALLATION, THE ROOTS OF CONTAINER GROWN STOCK SHALL BE SE
P
A
R
A
T
E
D
O
R
S
P
L
I
T
T
O
E
N
S
U
R
E
PROPER ROOT DEVELOPMENT.17.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTIO
N
B
E
T
W
E
E
N
D
E
L
I
V
E
R
Y
A
N
D
PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.18.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PR
I
O
R
T
O
S
U
B
S
T
A
N
T
I
A
L
COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED W
I
T
H
M
A
T
E
R
I
A
L
O
F
T
H
E
S
A
M
E
SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. TR
E
E
S
&
S
H
R
U
B
S
S
H
A
L
L
B
E
P
L
A
N
T
E
D
A
S
SOON AS POSSIBLE AFTER DELIVERY.19.ALL TREES MUST BE STRAIGHT-TRUNKED, FULL-HEADED AND MEET ALL REQUIRE
M
E
N
T
S
S
P
E
C
I
F
I
E
D
.
20.ALL TREES MUST BE STAKED AS SHOWN IN THE DETAILS.21.NO SUBSTITUTIONS OR ALTERNATIVES WILL BE ALLOWED FOR GROUND SURFACE
M
A
T
E
R
I
A
L
S
U
N
L
E
S
S
APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT OR OWNER.22.MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND AL
L
U
T
I
L
I
T
I
E
S
U
N
L
E
S
S
O
T
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E
R
W
I
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E
SPECIFIED.23.A FOUR INCH (4") TOP DRESSING/MULCHING OF SHREDDED HARDWOOD MULCH
S
H
A
L
L
B
E
P
L
A
C
E
D
I
N
A
L
L
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L
A
N
T
BEDS AND AROUND ALL TREES. SINGLE TREES OR SHRUBS SHALL HAVE TOP DRES
S
I
N
G
T
O
T
H
E
O
U
T
S
I
D
E
E
D
G
E
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E
MANUFACTURED EDGING OR LANDSCAPE ISLAND. (SEE PLANTING DETAILS) TOP D
R
E
S
S
I
N
G
C
A
N
B
E
W
O
O
D
M
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C
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,
ROCK, OR ANY OTHER DECORATIVE MATERIAL SPECIFIED ON PLANS. SEE LANDSCA
P
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P
L
A
N
F
O
R
T
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P
E
.
24.THE FOLLOWING PLANTING SEASONS ARE RECOMMENDED:EVERGREEN SHRUBBERY NOV-MARDECIDUOUS SHRUBBERY & TREES NOV-MAREVERGREEN TREES NOV-MAR PLANTING NOTES
PL
A
N
T
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T.O. FINISH FLOOR
0"
XXXX
WALL PACK (TYP)
WALL PACK (TYP)
LINE OF ROOF
EMERGENCY EGRESS LIGHT 6" WHITE VINYL STREET ADDRESS
SECURITY CAMERA, TYP STANDING SEAM
METAL ROOF
PROPANE STORAGE
BEYOND
C02 STORAGE
BEYOND
DASHED LINES INDICATES RTU'S BEYOND TO BE
SCREENED ON ALL SIDES BY PARPAPET WALLS 20 GA. PREFINISHED
METAL PARAPET CAP
T.O.PARAPET FRAMING.
18' - 8"
T.O.PARAPET FRAMING
21' - 8"
CS-1
CS-1
CS-1
15' - 1"60' - 5"15' - 1"
ST-1
N-2
MATERIAL CALCULATIONS
•CS-1: 1,337.44 S.F.
•METALS: 30.30 S.F.
•N-2: 80.75 S.F.
•ST-1: 3.37 S.F.
•STOREFRONT: 461.40 S.F.
•SS-1: 211.49
SS-1
CS-1
3'
-
0
"
18
'
-
8
"
11
'
-
4
"
T
Y
P
6'
-
2
"
3'
-
6
"
9'
-
0
"
4"
2'
-
8
"
9'
-
4
"
2' - 9"9' - 6"9' - 4"20' - 8"26' - 8"9' - 4"9' - 6"2' - 9"
15' - 9"2' - 3"12' - 7"2' - 3"24' - 11"2' - 3"12' - 7"2' - 3"15' - 9"
9'
-
9
"
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1844.95 SF
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1297.88 SF
•AREA OF WINDOWS AND GLASS DOORS: 547.07 SF
•ELEVATION C-1 AREA: 1844.95 SF
•ELEVATION PARAPET CAP: 90'-7" LF
T.O. FINISH FLOOR
0"
20 GA. PREFINISHED
METAL PARAPET CAP
DASHED LINES INDICATES RTU'S
BEYOND TO BE SCREENED ON ALL
SIDES BY PARPAPET WALLS
LINE OF ROOF
BEYOND
WALL PACK (TYP),
REF ELECTRICAL
EMERGENCY
EGRESS LIGHT
CS-1
T.O.PARAPET FRAMING.
18' - 8"
T.O.PARAPET FRAMING
21' - 8"
MATERIAL CALCULATIONS
•CS-1: 215.26 S.F.
•METALS: 4.11 S.F.
•N-2: 20.19 S.F.
•ST-1: .87 S.F.
•SS-1: 7.00 S.F.
N-2
ST-1
CS-1
SS-1
18
'
-
8
"
3'
-
0
"
11'-0"
11
'
-
4
"
T
Y
P
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 238.95 SF
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 238.95 SF
•AREA OF WINDOWS AND DOORS: 0.00 SF
•ELEVATION C-1 AREA: 238.95 SF
•ELEVATION PARAPET CAP: 11'-0" LF
T.O. FINISH FLOOR
0"
COMMERCIAL GRADE SEAMLESS SCUPPER &
DOWNSPOUT (TYP) STRAP DOWNSPOUT TO
WALL AT TOP AND BOTTOM
20 GA. PREFINISHED
METAL PARAPET CAP
WALL PACK (TYP),
EMERGENCY
EGRESS LIGHT
LINE OF ROOF
BEYOND
PROVIDE 1'-0" X 2'-0" CONCRETE SPLASH BLOCKS
AT EACH DOWNSPOUT; SPLASH BLOCK TO
DISCHARGE MIN 12" AWAY FROM BUILDING
P-3
LADDERPORT ROOF ACCESS
DASHED LINES INDICATES RTU'S
BEYOND TO BE SCREENED ON ALL
SIDES BY PARPAPET WALLS
OVERFLOW
SCUPPER
T.O.PARAPET FRAMING.
18' - 8"
MATERIAL CALCULATIONS
•CS-1: 1,254.98 S.F.
•METALS: 89.27 S.F.
T.O. PARAPET FRAMING
21' - 8"
CS-1CS-1
CS-1
PARAPET BEYOND
4' - 0"
21' - 4"21' - 7"3' - 0"18' - 5"
SOUTHWEST ELEVATION BEYOND
18
'
-
8
"
3'
-
0
"
11
'
-
4
"
T
Y
P
8'
-
0
"
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1,254.98 S.F.
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1254.98 SF
•AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
•ELEVATION C-1 AREA: 1,254.98 S.F.
•ELEVATION PARAPET CAP: 63'-9" LF
T.O. FINISH FLOOR
0"COMMERCIAL GRADE SEAMLESS SCUPPER
& DOWNSPOUT (TYP) STRAP DOWNSPOUT
TO WALL AT TOP AND BOTTOM
20 GA. PREFINISHED
METAL PARAPET CAP
EMERGENCY
EGRESS LIGHT
LINE OF ROOF
BEYOND
PROVIDE 1'-0" X 2'-0" CONCRETE SPLASH
BLOCKS AT EACH DOWNSPOUT; SPLASH BLOCK
TO DISCHARGE MIN 12" AWAY FROM BUILDING
WALL PACK (TYP),
DASHED LINES INDICATES RTU'S
BEYOND TO BE SCREENED ON ALL
SIDES BY PARPAPET WALLS
OVERFLOW
SCUPPER
C02 CAGE BEYOND
PROPANE CAGE BEYOND
ELECTRICAL
EQUIPMENT
T.O.PARAPET FRAMING.
18' - 8"
CS-1
P-3
MATERIAL CALCULATIONS
•CS-1: 1,264.74 S.F.
•METALS: 89.27 S.F.
3'
-
0
"
18
'
-
8
"
CS-1
T.O. PARAPET FRAMING
21' - 8"
NORTHEAST ELEVATION BEYOND
11
'
-
4
"
T
Y
P
P-3
8'
-
0
"
T
Y
P
21' - 5"21' - 7"20' - 9"
PARAPET BEYOND
4' - 0"
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1,264.74 S.F.
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1264.74 SF
•AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
•ELEVATION C-1 AREA: 1,264.74 S.F.
•ELEVATION PARAPET CAP: 63'-9" LF
T.O. FINISH FLOOR
0"
20 GA. PREFINISHED
METAL PARAPET CAP DASHED LINES INDICATES RTU'S
BEYOND TO BE SCREENED ON ALL
SIDES BY PARPAPET WALLS
LINE OF ROOF
BEYOND
WALL PACK (TYP)
EMERGENCY
EGRESS LIGHT
C02 CAGE
PROPANE CAGE
T.O.PARAPET FRAMING.
18' - 8"
CS-1
ST-1
N-2
SS-1
MATERIAL CALCULATIONS
•CS-1: 215.26 S.F.
•METALS: 4.11 S.F.
•N-2: 20.19 S.F.
•ST-1: .87 S.F.
•SS-1: 7.00 S.F.
T.O. PARAPET FRAMING
21' - 8"
18
'
-
8
"
3'
-
0
"
11'-0"
CS-1
11
'
-
4
"
T
Y
P
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 238.95 SF
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 238.95 SF
•AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
•ELEVATION C-1 AREA: 238.95 SF
•ELEVATION PARAPET CAP: 11'-0" LF
EXTERIOR MATERIALS SCHEDULE
MATERIAL MANUF.-COLORN0.
MR - 1 MEMBRANE ROOFING DUROLAST - WHITE
P-3 EXTERIOR HM DOORS, FRAMES, TRASH ENCLOSURE
GATE, GRAVEL GUARDS, AND LIGHT POLES
SHERWIN WILLIAMS - SEAL SKIN SW 7675
S-1 ALUMINUM STOREFRONT GLAZING, CAP
FLASHING, DOWNSPOUTS & SCUPPERS
DARK BRONZE
P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS - SEAL SKIN SW 7675
CS-1 CHOPPED STONE EL DORADO STONE - ASHLAR PATTERN
ST-1 STUCCO SHERWIN WILLIAMS - BALANCED BEIGE SW 7037
N-2 NICHIHA VINTAGEWOOD NICHIHA - VINTAGEWOOD "CEDAR"
SS-1 STANDING SEAM ROOF BERRIDGE - ZINC-COTE
PROJECT NUMBER:
RELEASE DATE:
REVISIONS
A
B
C
6 5 4 3 2
6 5 4 3 2
D
THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH
THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR
ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER
DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED
FOR ANY PART OR PARTS OF THE PROJECT.
E
1
1
N O T F O R
C O N S T R U C T I O N
Copyright 2018 Bates & Associates, Architects
Drawings and Specifications as instruments of service are and shall
remain the property of the Architect. They are not to be used on other
projects or extensions to this project except by agreement in writing and
with appropriate compensation to the Architect.
Contractor is responsible for confirming and correlating dimensions at
job site; the Architect will not be responsible for construction means,
methods, techniques, sequences or procedures, or for safety precautions
and programs in connection with the project.
Architect Name -
TENANT
106 N 37TH STREET, SUITE C
ROGERS, ARKANSAS 72756
WWW.BATESARCHITECTS.COM
TEL: 479.633.8165
STORE #:
Architect Number -
A
B
C
D
E
CONSTRUCTION MANAGER
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07/25/2018
7-ELEVEN INC.
3200 HACKBERRY ROAD, IRVING, TX 75063
7-
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2601 NETWORK BLVD., SUITE 413
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38487
FRISCO, TX 75034
RYAN FAUST
25444
REVIEW BOARD ELEVATIONS
R0.01
07/25/2018
PROTO:08/21/2017
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE 413
FRISCO, TX 75034
R0.01 3/16" = 1'-0"
1 ELEVATION - FRONT FACING EAST
R0.01 3/16" = 1'-0"
5 ELEVATION - LEFT SIDE FACING SOUTHWEST
R0.01 3/16" = 1'-0"
4 ELEVATION - REAR FACING WEST
R0.01 3/16" = 1'-0"
3 ELEVATION - REAR FACING NORTH
R0.01 3/16" = 1'-0"
2 ELEVATION - RIGHT SIDE FACING NORTHEAST
C-1
CHOPPED STONE
EL DORADO STONE
ASHLAR PATTERN
N-2
NICHIHA VINTAGEWOOD
CEDAR
SPECIAL USE PERMIT NOTES:
•BUILDING DESIGN CATEGORY: COMMERCIAL
•TOTAL BUILDING FACADE AREA WITH WINDOWS AND
DOORS: 4,335.06 SF
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NO.DATEDESCRIPTION
Approved By:
Emily Delgado
Planning & Community Development
8:31 am, 04/08/2019
CWACWB
WALL PACK (TYP)
20 GA. PREFINISHED METAL
PARAPET CAP, TYP.
COMMERCIAL GRADE SEAMLESS
SCUPPER & DOWNSPOUT
(TYP) STRAP DOWNSPOUT TO
WALL AT TOP AND BOTTOM
48"x84" EQUIPMENT ROOM
SECURITY DOOR W/HOLLOW
METAL FRAME W/2'X2' VENT
4" BOLLARD
23'-4"
114A
CS-1
P-3
T.O.M.
15'-4"
T.O. FINISH FLOOR
0'-0"
10
'
-
4
"
MATERIAL CALCULATIONS
•CS-1: 224.80 S.F.
•METALS: 39.23 S.F.
15
'
-
4
"
10
'
-
0
"
1' - 6"4' - 0"4' - 6"10' - 0"3' - 4"
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 363.75 S.F.
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 363.75 S.F.
•AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
•ELEVATION C-1 AREA: 363.75 S.F.
•ELEVATION PARAPET CAP: 23'-4" LF
CW2CW1
20 GA. PREFINISHED METAL
PARAPET CAP, TYP.
WALL PACK (TYP)
REFERENCE ELECTRICAL
4" BOLLARD
DRYER TIMER
W/STAND
UNITEC C-START
COIN BOX
4" BOLLARD
(VEHICLE EXIT)(VEHICLE ENTRANCE)
42'-0"
CS-1
10
'
-
4
"
T.O.M.
15'-4"
T.O.M.
16'-8"
T.O. FINISH FLOOR
0'-0"
12' - 8"17' - 4"12' - 0"
MATERIAL CALCULATIONS
•CS-1: 659.97 S.F.
•METALS: 14.56 S.F.
15
'
-
4
"
16
'
-
8
"
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 676.11 S.F.
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 676.11 S.F.
•AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
•ELEVATION C-1 AREA: 676.11 S.F.
•ELEVATION PARAPET CAP: 42'-0" LF
CWA CWB
20 GA. PREFINISHED METAL
PARAPET CAP, TYP.
WALL PACK (TYP)
REFERENCE ELECTRICAL
COMMERCIAL GRADE
SEAMLESS SCUPPER &
DOWNSPOUT (TYP) STRAP
DOWNSPOUT TO WALL AT
TOP AND BOTTOM
36"X84" EQUIPMENT ROOM
SECURITY DOOR W/HOLLOW
METAL FRAME
23'-4"
114B
4" BOLLARD
CS-1
P-3
T.O.M.
15'-4"
T.O.M.
16'-8"
T.O. FINISH FLOOR
0'-0"
10
'
-
4
"
3' - 4"10' - 0"10' - 0"
CS-1
MATERIAL CALCULATIONS
•CS-1: 245.03 S.F.
•METALS: 32.05 S.F.
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 376.02 S.F.
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 376.02 S.F.
•AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
•ELEVATION C-1 AREA: 376.02 S.F.
•ELEVATION PARAPET CAP: 23'-4" LF
CW2 CW1
20 GA. PREFINISHED METAL
PARAPET CAP, TYP.
WALL PACK (TYP)
REFERENCE ELECTRICAL
UNITEC C-START
COIN BOX
4" BOLLARD
WALL PACK (TYP)
REFERENCE ELECTRICAL
DRYER TIMER
W/STAND
4" BOLLARD
COMMERCIAL GRADE
SEAMLESS SCUPPER & DOWNSPOUT
(TYP) STRAP DOWNSPOUT TO WALL
AT TOP AND BOTTOM
(VEHICLE EXIT)
(VEHICLE ENTRANCE)
PREFINISHED
OVERFLOW SCUPPER
CS-1
T.O.M.
15'-4"
T.O.M.
16'-8"
T.O. FINISH FLOOR
0'-0"
42' - 0"
10
'
-
4
"
MR-1
2' - 6"1' - 6"15' - 6"1' - 6"16' - 8"8"8"1' - 0"
2' - 0"
PARAPET BEYOND
15
'
-
4
"
MATERIAL CALCULATIONS
•CS-1: 638.21 S.F.
•METALS: 30.53 S.F.
•ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 653.00 S.F.
•ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 653.00 S.F.
•AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
•ELEVATION C-1 AREA: 653.00 S.F.
•ELEVATION PARAPET CAP: 42'-0" LF
ST-1
ST-3
3'
-
0
"
14
'
-
6
"
CS-1
MATERIAL CALCULATIONS
•CS-1: 210.04 S.F.
•ST-1: 137.00 S.F.
•ST-3: 152.00 S.F.
•METAL FASCIA: 256.02 S.F.
136' - 0"
CHAMFERED EDGE OF CANOPY
12' - 3"
CHAMFERED EDGE OF CANOPY
12' - 3"
ST-3
ST-1ST-1
ST-3ST-3
CS-1 CS-1
14
'
-
6
"
3'
-
0
"
MATERIAL CALCULATIONS
•CS-1: 210.04 S.F.
•ST-1: 137.00 S.F.
•ST-3: 202.39 S.F.
•METAL FASCIA: 205.68 S.F.
111' - 5"
ST-3
ST-1
CS-1
3'
-
0
"
14
'
-
6
"
MATERIAL CALCULATIONS
•CS-1: 53.47 S.F.
•ST-1: 23.50 S.F.
•ST-3: 39.63 S.F.
•METAL FASCIA: 27.90 S.F.
22' - 7"
PROJECT NUMBER:
RELEASE DATE:
REVISIONS
A
B
C
6 5 4 3 2
6 5 4 3 2
D
THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH
THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR
ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER
DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED
FOR ANY PART OR PARTS OF THE PROJECT.
E
1
1
N O T F O R
C O N S T R U C T I O N
Copyright 2018 Bates & Associates, Architects
Drawings and Specifications as instruments of service are and shall remain
the property of the Architect. They are not to be used on other projects or
extensions to this project except by agreement in writing and with
appropriate compensation to the Architect.
Contractor is responsible for confirming and correlating dimensions at job
site; the Architect will not be responsible for construction means,
methods, techniques, sequences or procedures, or for safety precautions
and programs in connection with the project.
Architect Name -
CONSTRUCTION MANAGER
TENANT
502 SW A STREET, SUITE 2
BENTONVILLE, AR 72712
WWW.BATESARCHITECTS.COM
TEL: 479.633.8165
STORE #:
Architect Number -
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PROTO: 08/21/2017
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07/25/2018
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE 413
FRISCO, TX 75034
7-ELEVEN INC.
3200 HACKBERRY ROAD
IRVING, TX 75063
2601 NETWORK BLVD., SUITE 413
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38487
FRISCO, TX 75034
RYAN M FAUST
AR97905
REVIEW BOARD ELEVATIONS
R0.02
07/25/2018
NO.DATEDESCRIPTION
R0.02 1/4" = 1'-0"
1 ENTRANCE SIDE FACING NORTHWEST
R0.02 1/4" = 1'-0"
2 FRONT SIDE FACING NORTHEAST
R0.02 1/4" = 1'-0"
3 EXIT SIDE FACING SOUTHEAST
R0.02 1/4" = 1'-0"
4 BACK SIDE FACING SOUTHWEST
R0.02 1/8" = 1'-0"
7 FUEL CANOPY ELEVATION - REAR FACING WEST
R0.02 1/8" = 1'-0"
5 FUEL CANOPY ELEVATION - FRONT FACING EAST
R0.02 1/8" = 1'-0"
6 FUEL CANOPY ELEVATION - LEFT SIDE FACING SOUTH
R0.02 EXTERIOR MATERIALS SCHEDULE
NO.(NOT ALL MATERIALS IN SCHEDULE ARE USED)
MATERIALMANUFACTURERCOLOR
C-1
PREFINISHED
ALUMINUM CANOPY
AWNING
WORKS/THOMPS
ON AWNING
BRONZE BAKED ENAMEL
CS-1 CHOPPED STONEELDORADO
STONE
ASHLAR PATTERN
MR-1MEMBRANE ROOFINGDUROLASTWHITE
P-3
EXTERIOR HM DOORS,
FRAMES, TRASH
ENCLOSURE GATE,
GRAVEL GUARDS, AND
LIGHT POLES
SHERWIN
WILLIAMS
SEAL SKIN SW 7675
P-6 EXTERIOR BOLLARDSSHERWIN
WILLIAMS
SEAL SKIN SW 7675
S-1
ALUMINUM
STOREFRONT
GLAZING, CAP
FLASHING
KAWNEER/DURO-
LAST
DARK BRONZE
ST-1 PAINTED STUCCOSHERWIN
WILLIAMS
BALANCED BEIGE SW 7037
ST-3
ELASTOMERIC
ACRYLIC
FINISH/RUBBER
STUCCO FINISH
STUC-O-FLEXMATCH AESTHETIC WHITE SW 7035
CS-1
CHOPPED STONE
EL DORADO STONE
ASHLAR PATTERN
SPECIAL USE PERMT NOTES:
• BULDING DESIGN CATEGORY: COMMERCIAL
• TOTAL BUILDING FACADE AREA WITH WINDOWS AND GLASS DOORS: 2068.88 SF
Approved By:
Emily DelgadoPlanning & Community Development
8:31 am, 04/08/2019