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ZA18-0005
J
--cL--
�FL --
\i
;: w w rz > 0 <( 0 <( 0 c= 1/1 r rr <( r00 u 1/1 _J _J 0 <( (L (L _J _J
#2076 121NCK PINE TREE
r-11-----:ow::;;", ---=
LOT 12, BLm�---11 SOUTHRIDGE LAKES. PHASE C-1 CAB. A, SLIO,eeaA5•9A�-P.R.T.C.T
\
LOT26
Note: Irrigation piping for n w plantings ,���oH will run outside the dripline fall ex. trees.PINE TREE
<;A�. A, l;LIUt J,t CAB. A, SLIDE 468 P.R.T.C.T
SF21'.!J!.'Zoning
#21)67 151NCH PINE TREE
C3 Zoning
LOT 13, BLOC� 6 SOUTHRIDGE LAKES. PHASE C-1 CAB. A, SLIDE 4596
P.R T.C.T.
PROP. MOB
19,350 SF
(2-STORY)
135 PARKS (6 ADA)
(1 SPACE 1 150 SF)
1.33 AC
(N 89"31'49" E 204.90'}
Note: Existing metal fence with existing
trees and proposed plant materials
1 O' bufferyar Type F1 #2062
-1 I I
LOT24 -141NCH PINE TREE
#2053
IOINCH PINE TREE
L
SDMH-RIM•665.10 (SEALED)
I I I I L I
TREE LEGEND
Canopy Trees 8 Ch;cq,ap;, Oak G Shome<d Oak G Cede<Elm 8 U,e Oek
Ornamental Trees 8 Ccapemyo,e 8 Redb,d
SHRUB LEGEND
RY Re-0 Yucca DR Drift Roses
DB Dwarf Burford Holly WM Dwarf Wax Myrtle
NR Nellie R Stevens Holly DY DwarfYaupon
AB Abelia PP Purple Pixie Chinese Fringe Flower
LP Owl. Chinese Fringe Flower SY Soft Leaf Yucca
DIH Dwarf Indian Hawthorne PM Pink Muhly Grass TX Texas Sage AJ Asian Jasmine
HG Hamelin Grass SC Seasonal Color
GL Giant Liriope
HATCH LEGEND
•• •• •• ••
Solid Sod •• •• Bermuda Grass
+ + ++ ++ +Asian Jasmine + + ++ ++ +
LANDSCAPE NOTES
1.The project will have an undergound automatic irrigation
system to water all new plantings.
2.Install 4" layer of shredded hardwood mulch to all planting
beds.
3.fnstall 4" steel edging between all shrub beds and grass
areas.
4. Shrub beds to have 12 inches of prepared planting mix
(75% import topsoil, 15% composted amendment, 10%
washed sand)
5.Shredded hardwood mulch must contain long strands
along with double shred finer material obtained from a
local source.
6. Install 4 inches of clean topsoil in all areas of the site disturbed
by grading and construction operations. Topsoil shall be free
from sticks, debris and rocks larger than 2 inches in diameter
and have an organic matter level of 3 percent minimum and a
pH range between 5.5 and 7.4 percent. Provide soil test
analysis from a soil test laboratory showing soil makeup and
organic percentage.
7.Solid sod all areas disturbed by construction
activities as shown on plan.
EXISTING TREE COVER PRESERVATION
Preserved/
Tree# Type Removed
2053 10" Pine preserved
205' 15" Pine preserved
2055 13" Pine preserved
2056 14" Pine preserved
2057 10" Pine preserved
2058 16" Pine preserved
2059 14" Pine preserved
2060 10" Tree preserved
2061 6" Tree preserved
2062 6" Tree preserved
2063 8" Tree preserved
206' 8" Tree preserved
2065 7" Tree preserved
2066 20" Pine preserved
2067 15" Pine preserved
2068 26" Pine cluster preserved
2069 15" Pine preserved
2070 12" Pine preserved
2071 13" Pine preserved
2072 16" Pine preserved
2073 18" Pine preserved
2074 18" Pine preserved
2075 14" Pine preserved
2076 12" Pine preserved
2077 24" Pine preserved
2078 13" Tree preserved
2079 8" Tree preserved
2080 8" Tree preserved
2081 10" Tree preserved
2082 7" Tree preserved
2083 10" Tree preserved
206' 16" Tree preserved
2085 6" Tree preserved
2086 17" Tree preserved
2087 15" Tree preserved
0 -20% Tree Cover 70% Required Preservation
No existing trees are being remove-O 100% Preservation Provided
City of Southlake, Texas
LANDSCAPE CALCULATIONS
Building Floor Area 9.800 SF C3Zooir,g 50% interior land area required SUMMARY CHART· INTERIOR lANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color o, Area (Sq front or side Tr'*'• ,_, Cover (Sq Provide-d "' 1 per 500 1 per 25< 1 per 40 Ft) 15% " Required 4,900 SF '"' rn w "' 735SF 98SF Provide,d 14.642 SF "" 11 new+ " m 762 SF 108 SF 9 e•is1in
Parl<ing Loi Landscape 20 SF per stall REQUIRED PROVIDED 62 lotal spaces parking between bldg. and R.O.W. 1.240 sf 2,291 sf 29 spaces �%
SUMMARY CHART -BUFFERYARDS
LOCATION REQUIRED/ LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE/
PROVIDED WIDTH -TYPE TREES TREES SCREENING
NORT H REQUIRED 200' f1 10' -F1 6 12 16 8 fl. fence
PROVIDED 200' f1 10' -F1 11 ex. trees 15 16 8 fl. fence
EAST REQUIRED 285' 5' -A 3 6 19 NA
PROVIDED 28 5' 5' -A o• 18 20 NA
SOUTH REQUIRED 0 5' -A 0 0 0 NA
PROVIDED O' 5' -A 0 0 0 NA
WEST REQUIRED 236' 5' -A 3 5 19 H1-Hedgerow
PROVIDED 236' 5' -A 3 6 34 H1-Hedgerow
TOTALS . . .
BUFFERYARD ALONG SOUTH PROPERTY LINE OF S-P-1 LOT NOT REQUIRED
* NO CANOPY TREES ALONG EAST PROPERTY LINE DUE TO UTILITY EASEMENT
PROVIDED 18 ORN. TREES INSTEAD
30
�
BENCHMARK:
GRAPHIC SCALE
0
�
15 30 I_I
1 inch = 30 ft.
CITY OF SOUTHLAKE G.P.S. MONUMENT NO. 33
60 I
A METAL DISC ON A STORM DRAIN INLET LOCATED AT
THE INTERSECTION OF BOB-0-LINK DRIVE AND
LOVEGRASS LANE.
PUBLISHED ELEVATION:
TEXAS RtGISTRA TION #14199
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TEXAS 76021
PH: 817.281.0572
FAX: 817.281.0574
CONTACT: MATT MOORE, PE
s
CORPORATE "" ��ITE
FM 1709 SOUTHI..Al<E BLVD
CARROLL SENIOR HIGH SCHOOi.
VICINITY MAP
N.T.S.
ORMANOY
M/I.YFA1R
integration studio
John F. Murphy, ASLA
6647 Oak Hlll llM:I.
Tyler, 1X 75703 Joi>-= scottHtelnt.mm
ARCHITECT
512.632.3822 -Mobile
903.533.8898 • Tyler 512.589.95&4 -AUStln
-.sltelnLmm
URBAN BOBCAT ARCHITECTS, PC
916 BRYAN AVE.
SUITE 104
FORT WORTH, TX 76104
PH: 817.602.9129
CONTACT: MATT GREEN
EMAIL: MATT@URBANBOBCAT.COM
OWNER
MADONE, LLC
1201 HALL JOHNSON RD.
COLLEYVILLE, TX 76034
PH:
TEXAS REGISTRATION #14199
C!] z -C!::: u.J u.J z -
C!] z u.J
5/15/18
,0 0 0z
DESIGN: BJK
DRAWN: BJK
CHECKED: MAM
DATE: 05/15/2018
SHEET
L-1
EMAIL MATT@CLAYMOOREENG.COM EMAIL: ZA 18-0005 t-F -;1,-N-,-. -,,-1-,--1,-9 -----t
TOP OF ROOF
32'-0" AFF
TOP OF ROOF
40'-2" AFF
4'
-
8
"
51'-2"66'-2"22'-8"
6'-0"4'-0"
12
'
-
6
"
10
'
-
0
"
140'-0"
6'
-
6
"
1'
-
6
"
1'
-
6
"
3'
-
6
"
TOP OF WALL
36'-8" AFF
TOP OF ROOF
32'-0" AFF
4'
-
8
"
12
'
-
6
"
10
'
-
0
"
6'
-
6
"
1'
-
6
"
1'
-
6
"
3'
-
6
"
70'-0"4'-6"
87'-0"
2'-0"10'-6"
TOP OF ROOF
32'-0" AFF
TOP OF ROOF
40'-2" AFF
4'
-
8
"
12
'
-
6
"
10
'
-
0
"
6'
-
6
"
1'
-
6
"
1'
-
6
"
70'-0"2'-0"
87'-0"
12'-6"2'-6"
TOP OF WALL
36'-8" AFF
TOP OF ROOF
32'-0" AFF
4'
-
8
"
12
'
-
6
"
10
'
-
0
"
6'
-
6
"
1'
-
6
"
1'
-
6
"
66'-2"51'-2"22'-8"
4'-0"6'-0"140'-0"
EXTERIOR
ELEVATIONS
A3.1
ISSUE BLOCK
DOC. DATE:
DRAWN BY:
CHECKED BY:
JO
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:
07/23/18
JMB
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urban bobcat
ARCHITECTS
TM
916 BRYAN AVENUE, SUITE 104
FORT WORTH, TX 76104
WWW.URBANBOBCAT.COM
info@urbanbobcat.com
FOR REVIEW ONLY - NOT FOR CONSTRUCTION
scale:A3.0
1 WEST ELEVATION
1/8" = 1'-0"
MATERIAL LEGEND
MARK LOCATION MATERIAL FINISH / NOTE
EXTERIOR
E1 FACADE BRICK WHITE
E2 FACADE BRICK GRAY
E3 FACADE STONE LEUDERS
PLATINUM
E4 BALCONY METAL BLACK
E5 CORNICE, RAILING CEMENTITIOUS
BOARD WOOD LOOK
E6 COPING, FASCIA METAL BLACK
FACADE MATERIAL PERCENTAGES
STONE: 2029 SF 52%
BRICK 1389 SF 36%
CEMENTITIOUS BOARD: 248 SF 6%
METAL / TRIM: 203 SF 6%
TOTAL FACADE: 3869 SF
(EXCLUSIVE OF WINDOWS / DOORS)
MASONRY (BRICK / STONE)88%
E1 E2E5E4
REFLECTIVE GLASS IS LESS
THAN 50% OF FACADE
scale:A3.0
2 SOUTH ELEVATION
1/8" = 1'-0"
REFLECTIVE GLASS IS LESS
THAN 50% OF FACADE
scale:A3.0
3 EAST ELEVATION
1/8" = 1'-0"
REFLECTIVE GLASS IS LESS
THAN 50% OF FACADE
scale:A3.0
4 NORTH ELEVATION
1/8" = 1'-0"
REFLECTIVE GLASS IS LESS
THAN 50% OF FACADE
E3 E6 E6E3 E5 E1 E2E3 E5 E4E6E5E4 E6E5E1E2E3E6E3 E5 E3E4E4
E1 E2E5E4E3E6E5 E1E6E5 E2 E3E4 E4E5E3 E1E6E5 E2 E3 E5 E4E3 E6 E3
FACADE MATERIAL PERCENTAGES
STONE: 1351 SF 53%
BRICK 774 SF 30%
CEMENTITIOUS BOARD: 274 SF 11%
METAL / TRIM: 146 SF 6%
TOTAL FACADE: 2545 SF
(EXCLUSIVE OF WINDOWS / DOORS)
MASONRY (BRICK / STONE)83%
FACADE MATERIAL PERCENTAGES
STONE: 1295 SF 52%
BRICK 774 SF 31%
CEMENTITIOUS BOARD: 274 SF 11%
METAL / TRIM: 146 SF 6%
TOTAL FACADE: 2508 SF
(EXCLUSIVE OF WINDOWS / DOORS)
MASONRY (BRICK / STONE)83%
FACADE MATERIAL PERCENTAGES
STONE: 2284 SF 56%
BRICK 1181 SF 29%
CEMENTITIOUS BOARD: 355 SF 9%
METAL / TRIM: 265 SF 6%
TOTAL FACADE: 4085 SF
(EXCLUSIVE OF WINDOWS / DOORS)
MASONRY (BRICK / STONE)85%
ZA18-0005
NOTE: POST TO BE SET
IN CONCRETE 3'-0"
BELOW FINISH GRADE
13'-4"
12'-0" INSIDE CLEAR
12
'
-
0
"
I
N
S
I
D
E
C
L
E
A
R
8/A1.1
SPLIT-FACE CMU
SCREENING WALL
6" Ø PIPE BOLLARDS PAINTED
SAFETY YELLOW TYP. REF:
4/A1.1
GATES TO OPEN 120 DEGREES
1 1/4"Ø HOLE IN
PAVING - 6" DEEP TO
RECEIVE CANE BOLTS
1" DIA. (24" HIGH)
CANE BOLTS
16 GA. SHEET METAL WELDED
TO TUBE FRAMING AND
PAINTED TO MATCH CMU
4"X4" GALVANIZED STL. POST
PAINTED TO MATCH CMU WALL
W/ WELDED CAP GRIND
SMOOTH
SLOPE PAVING
TO GATE
(18" PER
1'-0", MIN)
13
'
-
0
"
6" Ø PIPE BOLLARDS
PAINTED SAFETY
YELLOW TYP. REF:
4/A1.1
3/A1.1
2/
A
1
.
1
REF. CIVIL / STRUCTURAL DRAWINGS FOR
EXTENT OF HEAVY DUTY PAVING
4'-0"
2'-7"
1'
-
9
"
PROVIDE 3 HEAVY DUTY
HINGES PER GATE
1 1/4"Ø HOLE IN PAVING -
6" DEEP TO RECEIVE
CANE BOLTS
PROVIDE LATCH &
PLATE ASSEMBLY AT
GATES TO ALLOW
FOR PADLOCK
LOCKING
1" DIA. (24" HIGH) CANE BOLTS
SPLIT FACE CMU
SCREENING WALL
(TO MATCH BUILDING
STONE)
FINISH
GRADE
2"x2"x1/8" STL. TUBE FRAME
& BRACING
4" GALVANIZED STANDARD
STL. PIPE POST PAINTED
TO MATCH CMU W/
WELDED CAP,
GRIND SMOOTH
16 GA. SHEET METAL
WELDED TO TUBE
FRAMING AND PAINTED
6"Ø PIPE BOLLARDS
PAINTED SAFETY
YELLOW TYP. REF:
4/A1.1
PRECAST STONE CAP
PROVIDE 3 HEAVY DUTY
HINGES PER GATE
8'
-
0
"
6"
12'-0" CLEAR W/ DOORS OPEN
PROVIDE
LATCH &
PLATE
ASSEMBLY AT
GATES TO
ALLOW FOR
PADLOCK
LOCKING
FINISH
GRADE
SPLIT FACE CMU SCREENING WALL
(TO MATCH BUILDING STONE)
8'
-
0
"
PRECAST STONE CAP; HEAD & BED
JOINTS BACKED & SEALED;
UNDERLAYMENT BENEATH CAP
13'-0"
4" GALVANIZED
STANDARD STL. PIPE
POST PAINTED TO
MATCH CMU W/
WELDED CAP,
GRIND SMOOTH
6"Ø PIPE BOLLARDS
PAINTED SAFETY
YELLOW TYP. REF:
4/A1.1
1'-6" - VERIFY
W/ STRUCT.
8'
-
0
"
4"
SPLIT-FACE CMU SCREEN
WALL - COLOR TO MATCH
BUILDING STONE
(SPLIT-FACE TOWARD
EXTERIOR)
FOUNDATION -
REF. STRUCT.
CAST STONE WALL CAP;
HEAD & BED JOINTS
BACKED & SEALED
UNDERLAYMENT
BENEATH CAP
1"1"
SITE DETAILS
A1.1
ISSUE BLOCK
DOC. DATE:
DRAWN BY:
CHECKED BY:
JO
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04/30/2018
JMB
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urban bobcat
ARCHITECTS
TM
916 BRYAN AVENUE, SUITE 104
FORT WORTH, TX 76104
WWW.URBANBOBCAT.COM
info@urbanbobcat.com
PRELIMINARY - NOT FOR CONSTRUCTION
ZA18-0005
N
scale:A1.1
2 DUMPSTER ELEVATION
1/4" = 1'-0"scale:A1.1
1 DUMPSTER PLAN
1/4" = 1'-0"scale:A1.1
3 DUMPSTER ELEVATION
1/4" = 1'-0"scale:A1.1
4 DUMPSTER WALL DETAIL
3/4" = 1'-0"
BRICK
TRASH
ENCLOSURE
BRICK
TRASH
ENCLOSURE
CO
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P
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A
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C
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37
'
C
O
N
C
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50
'
R
.
O
.
W
.
P
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EX. BUILDING
FF=670.75N 4
3
°
4
5
'
5
4
"
E
5
9
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9
3
'
3
0
'
B
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SA4HIS
MH: 20.0
NOTES
1. Mounted on a 20' pole on a 2.5' base
SA4HIS
MH: 20.0
SA2HIS
MH: 22.5
SA2HIS
MH: 22.5
3SA3
MH: 22.5
3SA3
MH: 22.5
SA3HIS
MH: 22.5
Luminaire Schedule
Symbol Qty Label LLF Description Lum. Watts Lumens/Lamp Lum. Lumens
2 SA2HIS 0.900 Gardco - P26-64L-700-NW-G2-2-HIS 132.7602 N.A.14756
2 3SA3 0.900 Gardco - P26-64L-700-NW-G2-3 132.7602 N.A.18186
1 SA3HIS 0.900 Gardco - P26-64L-700-NW-G2-3-HIS 132.7602 N.A.14755
2 SA4HIS 0.900 Gardco - P26-64L-700-NW-G2-4-HIS 132.7602 N.A.15390
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min Description
CalcZone Illuminance Fc 1.40 13.2 0.0 N.A.N.A.
Property Line Illuminance Fc 0.21 2.2 0.0 N.A.N.A.5' AFF
Parking Lot Illuminance Fc 2.45 13.2 0.1 24.50 132.00 at Grade Level
0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.3 0.5 0.6 0.5 0.3 0.2 0.3 0.3 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.1 1.7 2.8 3.7 4.0 3.7 2.8 1.8 1.2 0.8 0.6 0.4 0.2 0.1 0.1
0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.5 2.1 3.2 4.1 4.4 4.0 3.1 2.1 1.5 1.1 0.8 0.6 0.4 0.2 0.1
0.1 0.1 0.1 0.2 0.4 0.6 0.8 1.0 1.1 1.3 1.5 2.0 2.6 3.1 3.2 3.1 2.7 2.2 1.7 1.3 1.0 0.7 0.5 0.3 0.2
0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.2 1.4 1.5 1.7 1.9 2.1 2.3 2.3 2.5 2.4 2.2 1.9 1.6 1.3 0.9 0.5 0.3 0.2
0.1 0.2 0.3 0.5 0.8 1.3 1.6 1.8 2.0 2.1 2.1 2.2 2.3 2.3 2.3 2.4 2.5 2.5 2.3 2.0 1.7 1.1 0.7 0.4 0.3
0.2 0.3 0.4 0.7 1.2 1.8 2.3 2.6 2.9 3.1 2.9 2.8 2.8 2.8 2.8 2.9 3.1 3.1 2.9 2.5 2.0 1.4 0.8 0.5 0.3
0.2 0.3 0.5 0.8 1.4 2.2 2.9 3.4 3.9 4.1 3.7 3.3 3.3 3.3 3.3 3.6 4.0 3.9 3.5 2.9 2.2 1.4 0.8 0.5 0.3
0.2 0.3 0.5 0.8 1.4 2.4 3.3 4.4 5.5 6.0 5.1 4.3 4.1 4.1 4.3 5.1 5.9 5.4 4.4 3.3 2.4 1.4 0.8 0.5 0.3
0.2 0.3 0.5 0.8 1.5 2.6 3.8 5.5 7.6 9.0 7.3 5.8 5.1 5.1 5.8 7.4 8.9 7.6 5.5 3.8 2.5 1.4 0.8 0.5 0.3
0.2 0.3 0.5 0.9 1.5 2.8 4.3 6.6 9.7 11.8 9.5 7.6 6.4 6.4 7.6 9.6 11.8 9.6 6.6 4.2 2.7 1.5 0.8 0.5 0.3
0.2 0.3 0.5 0.9 1.6 2.9 4.5 7.2 10.9 13.2 10.8 8.8 7.4 7.4 8.9 10.9 13.2 10.8 7.2 4.5 2.8 1.5 0.9 0.5 0.3
0.2 0.3 0.5 0.8 1.5 2.6 4.0 6.1 8.7 10.5 8.5 6.7 5.6 5.7 6.7 8.6 10.5 8.6 6.0 4.0 2.6 1.5 0.8 0.5 0.3
0.2 0.3 0.5 0.8 1.4 2.5 3.6 5.0 6.5 7.3 6.1 5.0 4.5 4.5 5.0 6.2 7.3 6.5 4.9 3.5 2.4 1.4 0.8 0.5 0.3
0.2 0.3 0.5 0.8 1.4 2.3 3.1 3.8 4.5 4.8 4.2 3.7 3.6 3.6 3.7 4.2 4.8 4.5 3.8 3.0 2.2 1.4 0.7 0.5 0.3
0.2 0.3 0.4 0.7 1.3 1.9 2.4 2.8 3.2 3.2 2.9 2.7 2.7 2.7 2.7 2.9 3.2 3.1 2.8 2.4 1.9 1.2 0.7 0.4 0.3
0.1 0.2 0.3 0.6 1.0 1.5 1.8 1.8 1.9 1.8 1.7 1.5 1.6 1.6 1.5 1.7 1.8 1.9 1.8 1.7 1.4 0.9 0.5 0.3 0.2
0.1 0.1 0.2 0.4 0.7 1.0 1.1 1.0 1.0 0.9 0.7 0.6 0.6 0.6 0.6 0.7 0.9 1.0 1.0 1.0 0.9 0.6 0.3 0.2 0.1
0.1 0.1 0.1 0.3 0.6 0.8 0.7 0.6 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.6 0.6 0.6 0.4 0.2 0.1 0.1
0.0 0.1 0.1 0.4 0.7 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.0
0.0 0.0 0.0 0.1 0.5 0.9 1.0 0.7 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.5 0.4 0.1 0.1 0.0
0.0 0.0 0.0 0.3 0.8 1.2 1.2 0.7 0.2 0.2 0.2 0.3 0.6 0.6 0.5 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.3 1.2 1.6 1.4 0.8 0.2 0.1 0.1 0.4 0.7 0.8 0.7 0.2 0.1 0.0
0.0 0.0 0.0 0.0 0.1 0.2 1.9 2.2 1.8 0.9 0.2 0.1 0.1 0.4 0.9 1.1 0.9 0.4 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.3 3.0 3.2 2.2 0.9 0.1 0.1 0.1 0.4 1.2 1.5 1.4 0.5 0.1 0.0
0.0 0.0 0.1 0.1 0.3 4.8 4.4 2.5 0.8 0.1 0.1 0.1 0.5 1.5 2.1 2.1 0.7 0.1 0.0
0.0 0.1 0.2 0.5 7.2 5.5 2.7 0.8 0.1 0.1 0.1 0.5 1.7 2.9 3.2 0.9 0.1 0.1
0.0 0.1 0.2 0.6 7.9 5.8 2.7 0.7 0.1 0.1 0.1 0.4 1.8 3.8 4.9 1.2 0.2 0.1
0.1 0.2 0.4 6.0 5.1 2.6 0.8 0.1 0.1 0.1 0.4 1.9 4.5 7.0 1.1 0.3 0.1
0.1 0.3 3.9 3.8 2.4 0.9 0.2 0.1 0.1 0.4 1.9 4.6 7.7 1.1 0.3 0.2
0.1 0.2 2.4 2.7 2.0 0.9 0.2 0.1 0.1 0.4 1.9 4.3 6.2 1.1 0.2 0.1
0.1 0.3 1.5 1.9 1.7 0.9 0.3 0.1 0.2 0.5 1.9 3.5 4.3 1.0 0.2 0.1
0.1 0.3 1.1 1.5 1.4 1.0 0.4 0.3 0.3 0.7 1.8 2.7 2.8 0.9 0.1 0.1
0.1 0.3 0.8 1.3 1.3 1.0 0.6 0.4 0.4 0.9 1.7 2.1 1.9 0.7 0.1 0.1
0.1 0.3 0.7 1.1 1.2 1.0 0.8 0.7 0.7 1.0 1.5 1.7 1.4 0.6 0.1 0.1
0.2 0.3 0.7 1.0 1.1 1.0 0.9 1.0 1.2 1.2 1.3 1.3 1.3 1.2 1.1 0.9 0.9 1.1 1.4 1.5 1.2 0.5 0.1 0.1
0.2 0.4 0.7 1.0 1.1 1.2 1.2 1.4 1.6 1.7 1.7 1.7 1.7 1.6 1.5 1.3 1.1 1.2 1.3 1.3 1.0 0.4 0.2 0.1
0.2 0.4 0.7 1.0 1.2 1.5 1.8 2.1 2.3 2.3 2.2 2.2 2.2 2.2 2.1 1.8 1.5 1.4 1.4 1.2 0.9 0.4 0.2 0.1
0.2 0.5 0.8 1.1 1.5 2.0 2.6 3.1 3.3 3.0 2.7 2.7 2.8 3.1 3.1 2.7 2.2 1.6 1.4 1.1 0.8 0.4 0.2 0.1
0.2 0.5 0.8 1.1 1.6 2.4 3.5 4.3 4.4 3.8 3.1 3.0 3.4 4.0 4.2 3.8 2.8 1.9 1.4 1.0 0.7 0.4 0.2 0.1
0.1 0.3 0.5 0.9 1.6 2.5 3.7 5.0 4.8 3.8 3.2 3.1 3.5 4.4 5.1 4.4 3.1 2.0 1.4 0.9 0.6 0.3 0.1 0.0
0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.6 0.6 0.6 0.8 1.0 0.7 0.6 0.7 0.7 0.8 1.0 0.7 0.4 0.2 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.4
0.3
0.1
0.1
0.0
0.1
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.4
0.8
1.3
1.7
2.2
2.1
2.0
1.5
1.2
0.8
0.4
0.1
0.1
0.1
0.0
0.0
0.1
0.1
0.2
0.4
0.5
0.6
0.6
0.6
0.6
0.5
0.5
0.4
0.3
0.2
0.2
0.2
0.1
0.1
0.00.00.10.10.20.10.30.50.80.50.20.10.10.10.00.0
0.0
0.0
0.0
0.0
0.0
0.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
SCALE:1 SITE PLAN - PHOTOMETRICS
1/32" = 1'-0"
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DATE:
SHEET
File No.
03/26/2018
CHECKED:MAM
DRAWN:BJK
DESIGN:BJK
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Jordan & Skala
Engineers
17855 North Dallas Parkway ● Suite 320
Dallas, TX, 75287
p. 469.385.1616 ● f. 469.385.1615
Project Number:
Drawn By:Checked By:
Texas Registered Engineering Firm F-4990
SDMA
1830333
EP-1
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