OR 91500-A-792 SUP-1098 at 950 E. Sandy Lake Rd (Fuel Station)CITY OF COPPELL ORDINANCE TM 135638
AN ORDINANCE OF THE CITY OF COPPELL, TEXAS
ORDINANCE NO. 91500-A-792
AN ORDINANCE OF THE CITY OF COPPELL, TEXAS,
AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND MAP
OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY
GRANTING A CHANGE IN ZONING FROM C-S-1098R2 (COMMERCIAL
SPECIAL USE PERMIT-1098 REVISION 2) TO PD-308-C (PLANNED
DEVELOPMENT-308-COMMERCIAL), TO ALLOW A NEW FUEL
SERVICE STATION WITH 5 FUEL PUMPS LOCATED AT 950 E. SANDY
LAKE ROAD ON 7.04 ACRES OF LAND, AND BEING MORE
PARTICULARLY DESCRIBED IN EXHIBIT “A” ATTACHED HERETO
AND INCORPORATED HEREIN; PROVIDING FOR THE APPROVAL OF
THE DETAIL SITE PLAN; LANDSCAPE PLAN; TREE SURVEY;
BUILDING ELEVATIONS; SIGNAGE PLAN; AND PHOTOMETRIC PLAN,
ATTACHED HERETO AS EXHIBITS “B”, “C”, “D”, “E”, “F”, AND “G”,
RESPECTIVELY; PROVIDING FOR DEVELOPMENT REGULATIONS;
PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY
CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY
OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS
($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the City Planning and Zoning Commission and the governing body of the City
of Coppell, Texas, in compliance with the laws of the State of Texas and pursuant to the
Comprehensive Zoning Ordinance of the City of Coppell, have given requisite notices by publication
and otherwise, and after holding due hearings and affording a full and fair hearing to all property
owners generally, and to all persons interested and situated in the affected area and in the vicinity
thereof, the said governing body is of the opinion that Zoning Application No. PD-308-C, should be
approved, and in the exercise of legislative discretion have concluded that the Comprehensive Zoning
Ordinance and Map should be amended.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF COPPELL, TEXAS:
SECTION 1. That the Comprehensive Zoning Ordinance and Map of the City of Coppell,
Texas, duly passed by the governing body of the City of Coppell zoning change from C-S-1098R2
(Commercial Special Use Permit-1098 Revision 2) to PD-308-C (Planned Development-308-
Commercial), to allow a new fuel service station with 5 fuel pumps located at 950 E. Sandy Lake
Road on 7.04 acres of land, and being more particularly described in Exhibit “A” attached hereto
and made a part hereof for all purposes;
CITY OF COPPELL ORDINANCE TM 135638
SECTION 2. That Planned Development-PD-308-C shall be used and developed in
accordance with the Commercial regulations except as provided herein and subject to the following
development regulations:
A) That accept as amended herein, the property and PD 308-C shall be developed
in accordance with Ordinance 91500-A-373 and Ordinance 91500-A-109
with the previous development regulations, which are hereby incorporated
herein as set forth in full and hereby republished.
B) The hours of operation for the drive through pharmacy window shall not
exceed:
9 a.m. to 9 p.m. - Monday through Friday,
9 a.m. to 7 p.m. -Saturday, and
10 a.m. to 6 p.m. on Sunday.
C) The exterior lights on the north and west perimeter of the property may be
illuminated and maintained in accordance with the glare and lighting standards
of the Zoning Ordinance.
D) In addition to the original regulations, as amended, no outside storage of
materials or goods will be permitted under the fuel station canopy.
E) An additional 40 square-foot monument sign for fuel pricing shall be
constructed and maintained as shown on the Site Plan and Signage Plans.
F) The entire site shall have 309 parking spaces, inclusive of Americans with
Disabilities regulations as provided in Site Plan, Exhibit B.
G) The hours of operation of the fuel bays shall be 6 a.m. to 12 a.m. daily. Exterior
canopy lighting shall emit no greater than 50.5 fc as provided in Exhibit G;
CITY OF COPPELL ORDINANCE TM 135638
and, shall be dimmed to minimum average of 1 fc between the hours of 12
a.m. and 6 a.m.
H) The proposed trees as provided in the Landscape Plan shall be planted and
kept in a healthy growing state to mitigate any aperture in screening,
regardless of the current state of the tree configuration.
I) Address light screening towards the residential areas and landscaping
deficiencies.
J) Fuel deliveries are prohibited between the hours of 3 p.m. - 4 p.m., Monday
through Friday.
K) If warranted after the installation of the fuel bays, the owner and/or occupant
shall fund its share of the cost to install a traffic signal at the intersection of
Village Parkway and MacArthur.
SECTION 3. In addition, the Detail Site Plan, Landscape Plan, Tree Survey, Building
Elevations, Signage Plan, and Photometric Plan set forth therein, are hereby adopted, attached hereto
as Exhibits “B”, “C”, “D”, “E”, “F” and “G”, respectively, as development regulations; and the
Property shall be developed, used and maintained in accordance with said Exhibits as adopted herein
as development regulations.
SECTION 4. That the above property shall be used only in the manner and for the purpose
provided for by the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended,
and as amended herein.
SECTION 5. That the development of the property herein shall be in accordance with
building regulations, zoning ordinances, and any applicable ordinances except as may be specifically
altered or amended herein.
CITY OF COPPELL ORDINANCE TM 135638
SECTION 6. That all provisions of the Ordinances of the City of Coppell, Texas, in conflict
with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions
not in conflict with the provisions of this ordinance shall remain in full force and effect.
SECTION 7. That should any sentence, paragraph, subdivision, clause, phrase or section of
this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect
the validity of this ordinance as a whole, or any part or provision thereof other than the part so decided
to be unconstitutional, illegal or invalid, and shall not affect the validity of the Comprehensive Zoning
Ordinance as a whole.
SECTION 8. An offense committed before the effective date of this ordinance is governed
by prior law and the provisions of the Comprehensive Zoning Ordinance, as amended, in effect when
the offense was committed and the former law is continued in effect for this purpose.
SECTION 9. That any person, firm or corporation violating any of the provisions or terms
of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning
Ordinance of the City of Coppell, as heretofore amended, and upon conviction shall be punished by
a fine not to exceed the sum of Two Thousand and No/100 Dollars ($2,000.00) for each offense; and
each and every day such violation shall continue shall be deemed to constitute a separate offense.
SECTION 10. That this ordinance shall take effect immediately from and after its passage
and the publication of its caption, as the law and charter in such cases provide.
DULY PASSED by the City Council of the City of Coppell, Texas, this the _______ day of
___________________, 2023
APPROVED:
_________________________________________
Wes Mays, Mayor
CITY OF COPPELL ORDINANCE TM 135638
ATTEST:
_________________________________________
ASHLEY OWENS, City Secretary
APPROVED AS TO FORM:
_______________________________________
ROBERT E. HAGER, City Attorney
Exhibit A – Legal Description
Lakeside Village Phase II, Lot 2R
WHEREAS THE KROGER CO , is the sole owner of a 7.040 acre tract of land out of the BBB & CRR SURVEY,
Abstract No 199, in the City of Coppell, Dallas County, Texas, and being a portion of Lots 2 and 3,
Lakeside Village, and addition to the City of Coppell, Dallas County, Texas, according to the plat recorded
in Volume 85186, Page 1670 of the Map Records of Dallas County, Texas,(Vol 85137, Pg 0306 DRTCT and
being all of Lots 3A and 3B, of LAKESIDE VILLAGE, according to the replat recorded in Volume 95088,
Page 608, of said Map Records, (Volume 95090, Page 04528 DRTCT and Volume 95112, Page 05121
DRTCT. said tract being more particularly described as follows,
BEGINNING at an "X" cut found in concrete for the northeast corner of said Lot 3A, said point being at
the southeast corner of Waters Edge, Phase One, on addition to the City of Coppell recorded in Volume
92228, Page 3869, said Map Records, said point also being in the west right-of-way line of Mac Arthur
Boulevard, a public right-of-way of variable width,
THENCE South 02 degrees 39 minutes 17 seconds East, along the west right-of-way line of said
MacArthur Boulevard, 97.62 feet to a 5/8 inch iron rod found;
THENCE South 01 degrees 23 minutes 56 seconds East, continuing with the west right-of-way line of said
MacArthur Boulevard, 341.00 feet to a 5/8 inch capped iron rod found at the beginning of a curve to the
right having radius of 252.50 feet,
THENCE Southerly with said curve and said right-of-way through a central angle of 11 degrees 25
minutes 14 seconds, an arc length of 50.33 feet to a 5/8 inch capped iron rod found stamped "JBM" at
the beginning of a reverse curve to the left having a radius of 252.50 feet;
THENCE Southerly continuing with said curve and said right-of-way through a central angle of 11
degrees 25 minutes 14 seconds, an arc length of 50.33 feet to a 5/8 inch iron rod found;
THENCE South 01 degrees 23 minutes 56 seconds East continuing with said right-of-way, 75.00 feet to a
5/8 inch capped iron rod found stamped "JBM”,
THENCE South 44 degrees 40 minutes 17 seconds West, 27.75 feet to a 5/8 inch capped iron rod found
stamped "JBM* in the north right-of-way line of Sandy Lake Road, a public right-of-way of variable
width,
THENCE North 89 degrees 15 minutes 30 West with said north right-of-way line, 181.63 feet to a 5/8"
capped iron rod found,
THENCE South 00 degrees 44 minutes 30 West with said right-of-way line, 5.00 feet to a 5/8 inch iron
rod found,
THENCE North 89 degrees 15 minutes 30 seconds West continuing with said right-of-way line, 274.22
feet to a 5/8 inch capped iron rod set stamped "JBM”, same being the southeast corner of Waters Edge,
Phase Two, an addition to the City of Coppell recorded in Volume 94144, Page 2344, said Map Records,
THENCE Northerly with the west line of the herein described tract, and the east property line of said
Waters Edge Phase Two. the following four (4) courses
1) North 00 degrees 44 minutes 30 seconds East, departing said north right-of-way line, 315.63
feet to a "X" cut set atop a brick column,
2) North 19 degrees 36 minutes 54 seconds West, 217.85 feet to a "X" cut set atop a brick
column, from which a 5/8" iron rod found bears South 01 degrees 23 minutes 56 seconds
East, 13.00 feet,
3) North 01 degrees 23 minutes 56 seconds West, 27.00 feet to a ”X" cut set atop a brick
column,
4) North 40 degrees 33 minutes 19 seconds East, 82.25 feet to a 5/8 inch capped iron rod set
stamped "JBM”,
THENCE North 87 degrees 23 minutes 02 seconds East, 485.00 feet to the POINT OF BEGINNING and
CONTAINING 7.040 acres of land as surveyed on the ground in the month of June, 1995.
VAN
WB-50AASHTO 2004 (US)WB-50AASHTO 2004 (US)WB-50AASHTO 2004 (US)ZONING:RESIDENTIAL
R136.8'
EX, SIDEWALK
EX, SIDEWALK
354.26'
TRANSFORMER
AIR/WATER STATION
UNDERGROUND TANKS
ADA PARKING
PROP. KIOSK
(179 SF.)
HEIGHT: 11'
ZONING: COMMERCIAL
SITE AREA: 7.01 AC (305,300 SF)
EX. BLDG. AREA: 62,789 SF
LOT 2R
LAKESIDE VILLAGE
PHASE II
HEIGHT: 30'-7"
PROP.
LANDSCAPE
ISLAND
EX. ADA PKNG.
EX. ADA
PKNG.
EX. ADA
PKNG.
ZONING:RESIDENTIAL
ZONING:RESIDENTIAL ZONING:RESIDENTIAL
ZONING:RESIDENTIAL
ZONING:RESIDENTIAL
ZONING:RESIDENTIAL ZONING:RESIDENTIAL
ZONING:RESIDENTIAL
30'10'28.5'8'8'12'5'18.2'±17.9'±18'±23.6'±17.8'±18.1'±23.1'±17.7'±17.5'±23.2'±17.8'±18.4'±28.6'±17.9'±18.3'±23.3'±17.6'±18'±23.6'±17.6'±R79.52'±18'±20.6'±9.8'±9.4'±17.4'±9.3'R2
0
'
29'R30.72'R
2
7
.
6
2
'R20'R2
0
'
5 DOUBLE
SIDED
PUMPS
R10'17.6'±R
7
.
7
2
'
±R8.63'±28.17'±R10.63'±R31.94'±35.47'±232.32'40.91'304.58'195.85'28.08'213.67'36.46'LOADING AREAEX, SIDEWALK
EX, SIDEWALK
EX, FH.
EX, FH.
EX, FH.R8.12'±DDD15' PUBLIC ALLEY
PER VOLUME
92228, PAGE 3876
M.R.D.C.T.
WATERS EDGE
PHASE ONE
VOLUME 92228,
PAGE 3876
M.R.D.C.T.
LOT 11, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 8, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 10, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 14, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 12, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 7, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 9, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 13, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.15' UTILITY, LANDSCAPE & SIDEWALK EASEMENTPER VOLUME 94144, PAGE 2344M.R.D.C.T.MAC ARTHUR BOULEVARD
VARIABLE WIDTH RIGHT-OF-WAY
30' FIRELANE EASMENT
PER VOLUME 96147, PAGE 0011
M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.20' DRAINAGE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.M.R.D.C.T.PER VOLUME 96147, PAGE 001130' BUILDING LINEVISIBILITY
TRIANGLE
PER VOLUME
96147, PAGE 0011
M.R.D.C.T.
15' UTILITY, LANDSCAPE &
SIDEWALK EASEMENT
VOLUME 85095, PAGE 2840 &
VOLUME 85186, PAGE 1670
M.R.D.C.T.
M.R.D.C.T.
PER VOLUME 85186, PAGE 1670
30' BUILDING LINE
VISIBILITY TRAINGLE
PER VOLUME 96147, PAGE 0011
M.R.D.C.T.
VISIBILITY TRAINGLE
PER VOLUME 96147, PAGE 0011
M.R.D.C.T.
WALL MAINTENANCE EASEMENT
VOLUME 85186, PAGE 1670
M.R.D.C.T.
30' FIRELANE
EASMENT
PER VOLUME
96147, PAGE 0011
M.R.D.C.T.
25' FIRELANE EASMENT
PER VOLUME 96147, PAGE 0011
M.R.D.C.T.SANDY LAKE ROADVARIABLE WIDTH RIGHT-OF-WAYRIGHT TURN EASMENT
PER VOLUME 96147, PAGE 0011
M.R.D.C.T.
5' LONE STAR GAS EASMENT
VOLUME 96147, PAGE 0011
M.R.D.C.T.
VISIBILITY TRAINGLE
VOLUME 96147, PAGE 0011
M.R.D.C.T.
5' RIGHT-OF-WAY
DEDICATION
VOLUME 96147, PAGE
0011
M.R.D.C.T.
15' UTILITY, LANDSCAPE &
SIDEWALK EASEMENT
VOLUME 96147, PAGE 0011
M.R.D.C.T.N86°11'41"E485.00'N
3
9
°
2
1
'
5
8
"
E
82
.
2
5
'
N2°35'17"W 27.00'
N20°48'1
5
"
W
217.85'
N0°26'51"W 310.63'S89°33'09"W455.85'S
4
3
°
2
8
'
5
6
"
W
2
7
.
7
5
'
S2°35'17"E 75.00'
∆∆
S2°35'17"E 341.00'
S3°50'34"E 97.61'EX. TRANSFORMEREX. DUMPSTERW/MASONRY WALLPROP
CANOPY
2,880 SF.
19'-2" HT.467.19'± TO FOUNTAIN VIEW PI68.65'60.61'83.3'345.4'± TO MEDIAN
EX, FH.
EX, FH.
EX. MONUMENT SIGN
PREVIOUSLY APPROVED
AT 7'6"X9'2"
EX. LIGHT POLE
EX. LIGHT POLE
EX.
LIGHT
POLE
EX. LIGHT POLE
EX. LIGHT POLE
EX. LIGHT POLEEX. LIGHT POLE
EX. LIGHT POLE EX. LIGHT POLE
EX. LIGHT POLE
EX. LIGHT POLE
EX. LIGHT POLE
EX. LIGHT POLE
EX. TRANSFORMEREX, SIDEWALK
EX, SIDEWALK
EX, SIDEWALK
EX. MASONRY WALL
W / SIGN
EX. LIGHT POLE
EX. LIGHT POLE
EX. MONUMENT SIGN
R
3
0
'R3'9.4'±
10'±
10'±
9.5'±
9'±
9.5'±
9.6'±
9.4'±
9.9'±9.7'±9.9'±9.8'±9.5'±151.05'30'19.97'PROP. 7'2"X4'
MONUMENT SIGN17.28'N
COUNTY SURVEY:ABSTRACT NO.
DALLAS B.B.B. & C.R.R.199
CITY:STATE:
DALLAS TX.
LEGAL DESCRIPTION:
OWNER:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DR. STE. 406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
EAGLE SURVEYING, LLC
210 S. ELM ST. SUITE #104
DENTON, TX 76201
PH: 940.222.3009
KROGER TX LP
7TH FLOOR ATTN PROPERTY
CINCINATTI, OHIO 45202
CONTACT NAME: CLAY CRISTI
CONTACT NAME: TYLER RANK
LOT 2R, OF LAKESIDE VILLAGE PHASE II,
AN ADDITION TO CITY OF COPPELL
VICINITY MAP
N.T.S.
CONTACT NAME:_____________
ZONING DESCRIPTION:
C - COMMERCIAL
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
SUP SITE PLANSUP
SITE
DATENo.REVISIONBYDATE:
SHEET
File No. 2022-194
6/22/23
CHECKED:CLC
DRAWN:CLC
DESIGN:CLCKROGER 448950 E. SANDY LAKERD.COPPELL, TXTEXAS REGISTRATION #14199
1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPRELIMINARY
CLAYMOORE ENGINEERING
CLAY CRISTY
109800 6/22/2023
LEGEND
CONCRETE PAVEMENT
SIDEWALK CONCRETE PAVEMENT
LANDSCAPE AREAS
EXISTING TREES
PROPOSED CONCRETE CURB AND GUTTER
PARKING COUNT
FULL-DEPTH SAWCUT
PROPOSED FIRE LANE STRIPPING
NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB
UNLESS OTHERWISE NOTED.
2. ALL ADDITIONAL SITE LIGHTING WILL BE IN
ACCORDANCE WITH CITY STANDARDS.
3. FUEL VENTS WILL BE LOCATED ON CANOPY
STRUCTURE.
ACCORDING TO MAP NO. 48113C0155K, DATED 07/17/2014 OF THE NATIONAL
FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF DALLAS
COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL
INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN NON-SHADED ZONE X,
(AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE
PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN
AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
FLOODPLAIN NOTE
C-S-1098R CONDITIONS (DATED JANUARY 9, 1996)
1. THE PROPERTY SHALL BE DEVELOPER AND USED ONLY IN
ACCORDANCE WITH THE SITE PLAN, LANDSCAPE PLAN, MOMUMENT
SIGN PLAN, AND ELEVATION PLANS.
2. THE APPLICANT SHALL CONFER WITH CITY STAFF TO DETERMINE THE
APPROPRIATE NUMBER AND TYPE OF TREES NEEDED TO BUFFER
NOISE AND LIGHT ON THE NORTH AND WEST SIDES OF THE
PROPOSED BUILDING.
3. THE TRASH COMPACTOR AREA SHALL BE SCREENED WITH
APPROPRIATE PLANTS IN ACCORDANCE WITH THE LANDSCAPE PLAN.
4. THE PROPERTY SHALL BE DEVELOPED, USED, AND ANY BUSINESS
OPERATIONS ON THE PROPERTY SHALL LIMIT DELIVERY HOURS TO
NO EARLIER THAN 6 AM AND NO LATER THAN 10 PM DAILY.
C-2-1098R2 CONDITIONS (DATED MAY 11TH, 2004)
5. LIGHTING ASSOCIATED WITH THE PHARMACY DRIVE THRU WILL BE
TIMED TO COINCIDE WITH THE DRIVE-THRU PHARMACY HOURS.
MORE SPECIFICALLY, LIGHTING UNDER CANOPY WILL BE TURNED
OFF AT CLOSING TIME OF THE PHARMACY. REFER TO CANOPY
DETAILS FOR ADDITIONAL INFORMATION ON RECESSED CAN LIGHT
FIXTURE.
6. PHARMACY SPEAKER ON WALL WILL HAVE FULL VOLUME
ADJUSTMENT CAPABILITY WHICH WILL MEET CITY SPECIFICATIONS.
7. THE HOURS OF OPERATION FOR THIS PHARMACY DRIVE THRU SHALL
NOT EXCEED:
9 a.m. to 9 p.m. - MONDAY through FRIDAY,
9 a.m. to 7 p.m. - SATURDAY, and
10 a.m. to 4 p.m. 6 P.M. - SUNDAY.
8. CANOPY WILL HAVE AN EXTERIOR INSULATING FINISHING SYSTEM
(EIFS) AND WILL BE COLOR #6050 WHITE LINEN FROM S.T.O.
CORPORATION.
9.THE EXISTING EXTERNAL LIGHTS ON THE NORTH AND WEST SIDE OF
THE BUILDING ARE NEVER ON. THIS TIMING WILL NOT BE MODIFIED.
10. SIGNAGE WILL BE PROVIDED TO DISCOURAGE CIRCULATION AROUND
THE REAR OF THE BUILDING.
PD-306-C CONDITIONS (DATED JULY 11, 2023)
1. NO OUTSIDE STORAGE OF MATERIALS OR GOODS WILL BE
PERMITTED UNDER THE FUEL STATION CANOPY.
2. AN ADDITIONAL 40 SQUARE-FOOT MONUMENT SIGN FOR FUEL
PRICING SHALL BE ALLOWED AS SHOWN ON THE SITE PLAN AND
SIGNAGE PLANS.
3. A PARKING DEFICIENCY OF 11 PARKING SPACES SHALL BE ALLOWED
AS NOTED ON THE SITE PLAN.
4. THE HOURS OF OPERATION OF THE GAS PUMPS SHALL BE 6 A.M. TO
12 A.M. DAILY. LIGHTS SHALL BE DIMMED TO MINIMUM ACCEPTABLE
CITY STANDARDS BETWEEN 12 A.M. AND 6 A.M.
5. ENSURE THE PROPOSED TREES ARE PLANTED TO MITIGATE ANY
GAPS IN SCREENING. STUMPS/ROOTS ON THE WEST SIDE WILL NEED
TO BE REMOVED PRIOR TO PLANTING. (INDICATED ON LANDSCAPE
PLAN)
6. LIGHTS ON THE NORTH AND WEST PERIMETER BE ALLOWED TO BE
TURNED ON AND MAINTAINED IN ACCORDANCE WITH THE GLARE AND
LIGHTING STANDARDS OF THE ZONING ORDINANCE. (REVISED
ABOVE)
7. MODIFY THE PREVIOUS PHARMACY SUP CONDITION TO INCLUDE THE
WORD "DRIVE THRU" FOR CLARIFICATION PURPOSES.(REVISED
ABOVE)
8. INCREASE SUNDAY PHARMACY DRIVE THRU HOURS FROM "10 A.M. TO
4 P.M." TO "10 A.M. TO 6 P.M." (REVISED ABOVE)
9. ADDRESS LIGHT SCREENING TOWARDS THE RESIDENTIAL AREAS
AND LANDSCAPING DEFICIENCIES. (INDICATED ON PHOTOMETRIC
PLAN AND LANDSCAPE PLAN, RESPECTIVELY)
10. FUEL DELIVERIES ARE RESTRICTED BETWEEN THE HOURS OF 3 P.M. -
4 P.M., MONDAY THROUGH FRIDAY.
11. IF WARRANTED AFTER THE INSTALLATION OF THE GAS PUMPS,
KROGER SHALL FUND IT'S SHARE OF THE COST TO INSTALL A
TRAFFIC SIGNAL AT THE INTERSECTION OF VILLAGE PARKWAY AND
MACARTHUR
VAN
LAKESIDE VILLAGE PHASE II
VOLUME 96147, PAGE 0011
M.R.D.C.T.
LOT 2R
7.01 ACRES
305,300 SQ. FT.DDD454454454455455455
4
5
5
4
5
6 455456456456456457
456456456456456454
454455455 457457457
4
5
7
456456460459458457456458458458459
4604594594594594594594594
5
9
45945945945
9
45945945945845845946046046146245745945946
24624634644654664674684
6
8
465
464463462463464463463462462461461461461457457 4574574
5
8
4
5
8458458458458459459460462462460460460460
4
6
0
45945845
8
4
5
8 457457
457 460460460461460460461459458457
460
459 4564574564
5
5
4554554564554554554544554
5
6
4
5
9
4
5
9458 15' PUBLIC ALLEY
PER VOLUME
92228, PAGE 3876
M.R.D.C.T.
M.R.D.C.T.
LOT 8, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 10, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.LOT 7, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.
LOT 9, BLOCK D
WATERS EDGE, PHASE TWO
VOLUME 94144, PAGE 02344
M.R.D.C.T.15' UTILITY, LANDSCAPE & SIDEWALK EASEMENTPER VOLUME 94144, PAGE 2344M.R.D.C.T.M.R.D.C.T.PER VOLUME 96147, PAGE 001130' BUILDING LINEM.R.D.C.T.
PER VOLUME 85186, PAGE 1670
30' BUILDING LINESANDY LAKE ROADVARIABLE WIDTH RIGHT-OF-WAY464465466467VOLUME 96147, PAGE
N86°11'41"E485.00'N39
°
2
1
'
5
8
"
E
82.
2
5
'
N2°35'17"W 27.00'
N20°48'15"
W
217.85'
N0°26'51"W 310.63'S89°33'09"W455.85'S4
3
°
2
8
'
5
6
"
W
27.
7
5
'
S2°35'17"E 75.00'
∆
∆
S2°35'17"E 341.00'
S3°50'34"E 97.61'
(326) LB(57) IB
(24) IB
(52) IB
(64) IB
(2) CP
(5) CP
PROPOSED
STREET TREES
(2) LM
(7) IV
(7) LM
(5) LM
(1) JE
(7) LM
(3) LM
(1) LM
(27) EXISTING
PARKING LOT
TREE
(5) EXISTING
PARKING LOT
TREE
(1) CP
(PARKING
LOT TREE)
(15) EXISTING
STREET TREES
(8) EXISTING
STREET TREES
(3) EXISTING
STREET TREES
(5) EXISTING
STREET TREES(1) CP
PROPOSED
(2) CP
(PARKING
LOT TREES)
(48) EXISTING
CREPE MYRTLE
(1) LM
(10) JE
(8) JE
(6) JE
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL
NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF
PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR
"DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE
LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS
PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A
TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL.
ROOT BARRIERS MULCHES
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK
LAYER OF MULCH, TO MATCH EXISTING CONDITIONS, OVER LANDSCAPE FABRIC
IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR
SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND
OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED
GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH
HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF
THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS).
GENERAL GRADING AND PLANTING NOTES
1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS
READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN).
3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL
SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE
AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND
PLANTING BED PREPARATION.
b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS
RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM
STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL
PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL.
c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING
INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST,
PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.
d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,
AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER
MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT
APPROXIMATELY 18" AWAY FROM THE WALKS.
e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,
AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO
MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.
f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE
NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR
DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING
AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.).
a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON
LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN
AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR
GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.
b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE
ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT IN WRITING (VIA PROPER CHANNELS).
c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE
PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO
INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS FOR SUBMITTALS.
5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE
OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND
FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.
6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.LANDSCAPEPLANTING1. CONTRACTOR TO AUGMENT EXISTING IRRIGATION SYSTEM
TO PROVIDE IRRIGATION TO NEWLY PLANTED AREAS.
2. VERIFY EXISTING SYSTEM IS CAPABLE OF PROVIDING
NECESSARY WATERING FOR NEW PLANTING AREAS.
3. CONTRACTOR SHALL ASSESS PLANT MATERIAL AND
REPLACE PLANTINGS THAT ARE SICK OR DEAD.
LANDSCAPE NOTES
LANDSCAPE CALCULATIONS
TOTAL SITE AREA:305,300 S.F.
PERIMETER AREA
PERIMETER - PUBLIC STREET 16,455 SF (1,097 LF)
LANDSCAPE AREA REQUIRED: 1,645 SF (10%)
LANDSCAPE AREA PROVIDED: 13,061 SF (79.3%)
PERIMETER TREES REQUIRED: 22 TREES (1 / 50 LF)
PERIMETER TREES PROVIDED: 37 TREES (31 EXISTING + 6 PROPOSED)
PERIMETER - PROPERTY LINE 11,220 SF (1,122 LF)
LANDSCAPE AREA REQUIRED: 1,122 SF (10%)
LANDSCAPE AREA PROVIDED: 10,775 SF (96 %)
PERIMETER TREES REQUIRED: 23 TREES (1 / 50 LF)
PERIMETER TREES PROVIDED: 74 TREES (55 EXISTING + 19 PROPOSED)
INTERIOR AREA
VEHICLE USE AREA:145,909 SF
LANDSCAPE AREA REQUIRED: 14,590 SF (10%)
LANDSCAPE AREA PROVIDED: 19,840 SF (13.5 %)
TREES REQUIRED:37 TREES (1 TREE / 400 SF = 36.4)
TREES PROVIDED:37 TREES (32 EXISTING + 5 PROPOSED)
PARKING SPACES:309 SPACES
ISLANDS REQUIRED:37 ISLANDS (12% OF PARKING SPACES)
ISLANDS PROVIDED;42 ISLANDS
TREES IN ISLANDS:PROVIDED
NON VEHICLE USE AREA
LOT AREA EXCLUDING BLDG:238,032 SF
LANDSCAPE AREA REQUIRED: 35,704 SF (15% OF SITE EXCLUDING BUILDINGS)
LANDSCAPE AREA PROVIDED: 21,693 SF (9.1 %)
TREES REQUIRED:14 TREES (1 TREE / 2,500 SF = 14)
TREES PROVIDED:16 TREES (EXISTING)
LP-1Scale 1" = 30'
15'60'30'0'
PROPERTY LINE
EXISTING SCREEN WALL
EXISTING LANDSCAPE
TO REMAIN, TYP.DATENo.REVISIONBYDATE:
SHEET
File No. 2022-194
06-07-2023
CHECKED:EMS/RM
DRAWN:EMS
DESIGN:EMSKROGER 448950 E. SANDY LAKERD.COPPELL, TXTEXAS REGISTRATION #14199
1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM.HI
H
IC S
STERC
CTTESAEETST
AIREG 73
O F
5 3
ET XE
R
LDRE CAANDS
M
EP
A
P
LEY(800) 680-6630
15455 Dallas Pkwy., Ste 600
Addison, TX 75001
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
06-21-2023
Existing and Proposed:
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EXISTING LANDSCAPE
TO REMAIN, TYP.
EXISTING LANDSCAPE
TO REMAIN, TYP.
EXISTING LANDSCAPE
TO REMAIN, TYP.
EXISTING LANDSCAPE
TO REMAIN, TYP.
RESTORE TO LIMITS
OF DISTURBANCE
EXISTING RETAINING WALL
EDGING BETWEEN
SHRUB AREA AND TURF
MULCH - MATCH EXISTING
EXISTING SCREEN WALL
TREES CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE
118 EX. SHADE TREE TO REMAIN
48 EX CREPE MYRTLE TO REMAIN
IV 7 Ilex vomitoria 3" Cal. Cont. 8`-10`
Yaupon Holly
JE 26 Juniperus virginiana 3" Cal. Cont. 8`-10`
Eastern Redcedar
LM 22 Lagerstroemia i. x f. 'Muskogee' 3" Cal. Cont. 8`-10`
Crepe Myrtle
CP 11 Pistancia chinensis 3" Cal.Cont. or B&B 12`-14` HT
Chinese Pistache
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE
IB 197 Ilex cornuta `Burfordii`5 gal 36" OC 30" Min
Burford Holly
SHRUB AREAS CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE
2,722 sf EX SHRUB
GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT SPACING
SIZE
LB 326 Liriope muscari 'Big Blue'4" Pot 12" O.C.
Big Blue Lilyturf
EDGING BETWEEN
SHRUB AREA AND TURF
EDGING BETWEEN
SHRUB AREA AND TURF
PLANT SCHEDULE LS
NOTE:
CONTRACTOR SHALL EVALUATE ALL EXISTING LANDSCAPE
MATERIAL. ANY SICK OR DECLINING LANDSCAPE MATERIAL
SHALL BE REMOVED AND REPLACED OF LIKE SPECIES. MIN.
PLANTING REQUIREMENTS SHALL APPLY FOR ANY REPLACED
MATERIAL.
LAKESIDE VILLAGE PHASE IIVOLUME 96147, PAGE 0011M.R.D.C.T.LOT 2RB.B.B. AND C.R.R. SURVEY,ABSTRACT NO. 1997.01 ACRES305,300 SQ. FT.••••
•••••••••••OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU4.3'1.4'1.6'8.1'
207.3'127.7'35.0'70.1'35.0'64.8'199.4'161.2'42.8'8.1'95.1'8.1'1.0'30.5'1.9'2.8'2.0'G47.6'89.4'315.9'12478910715201081619181616161616981214121689840.6'140.7'GG2.7'454454454454454455455455
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5
5
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6 455456456456456
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9
45945945945845845946046046146245745845945946
2460461462463464465466467468468465464463462 463464463463462462461461461461457457 4574574
5
8
4
5
8
45
8
458
458458459459460462462460460460460
4
6
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8
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9458 15' PUBLIC ALLEYPER VOLUME 92228, PAGE 3876M.R.D.C.T.WATERS EDGE PHASE ONEVOLUME 92228, PAGE 3876M.R.D.C.T.LOT 11, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 8, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 10, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 14, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 12, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 7, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 9, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 13, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.ONE STORY BRICKBUILDINGBUILDING HEIGHT = 30.7'ABOVE FINISHED FLOORF.F. ELEV.= 460.4'F.F. ELEV.= 460.4'F.F. ELEV.= 460.4'F.F. ELEV.= 460.4'F.F. ELEV.= 460.3'F.F. ELEV.= 460.4'F.F. ELEV.= 460.4'F.F. ELEV.= 460.4'15' UTILITY, LANDSCAPE & SIDEWALK EASEMENTPER VOLUME 94144, PAGE 2344M.R.D.C.T.MAC ARTHUR BOULEVARD
VARIABLE WIDTH RIGHT-OF-WAY CONCRETEWALLMETALPLATFORMCONCRETEWALLSSMH-RIM=456.2'(FILLED WITH WATER)SDMH-RIM=460.2'FL-18"RCP=456.3' (NE)SDMH-RIM=454.8'FL-24"RCP=447.15' (E)FL-24"RCP=447.15' (S)FL-18"RCP=449.2' (W)SDMH-RIM=454.8'PIT = 451.8SDMH-RIM=454.6'FL-24"RCP=451.4' (N)SDMH-RIM=454.2'FL-18"RCP=450.9' (NE)30' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.20' DRAINAGE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.M.R.D.C.T.PER VOLUME 96147, PAGE 001130' BUILDING LINEVISIBILITY TRIANGLEPER VOLUME 96147, PAGE 0011M.R.D.C.T.15' UTILITY, LANDSCAPE &SIDEWALK EASEMENTVOLUME 85095, PAGE 2840 &VOLUME 85186, PAGE 1670M.R.D.C.T.M.R.D.C.T.PER VOLUME 85186, PAGE 1670
30' BUILDING LINE
VISIBILITY TRAINGLEPER VOLUME 96147, PAGE 0011M.R.D.C.T.VISIBILITY TRAINGLEPER VOLUME 96147, PAGE 0011M.R.D.C.T.WALL MAINTENANCE EASEMENTVOLUME 85186, PAGE 1670M.R.D.C.T.30' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.CONCRETEWALLFIRE LANEFIRE LANEFIRE LANEFIRE LANE FIRE LANE FIRE LANE
SDMH-RIM=454.9'FL-18"RCP=450.4' (S)BRICKWALLBRICKWALLBRICKWALLTBM X-CUTN:7039156.6E:2440345.8ELEV:464.1'TBM X-CUTN:7039726.1E:2440296.1ELEV:455.5'TBM X-CUTN:7039582.2E:2440651.4ELEV:458.7'TBM X-CUTN:7039398.9E:2440289.1ELEV:460.0'TBM X-CUTN:7039196.8E:2440572.2ELEV:460.0'682768266825682468236822682168206819681868176816681568146813681268116810680968086807680668056804680368026801673567346733673267316730672967286727672667256724672367226721672067196718671767166715671467136712671167106709670867076706670567046703670267016700669966986697669666956694669366926691669066896688668766866685668466836682668166806679667866776676667566746673667266716670666966686667666666656664666366626661666066596658665566506649664866476646664566446643664266416640663966386637663666356634SANDY LAKE ROADVARIABLE WIDTH RIGHT-OF-WAYCONCRETEWALLGRATE-RIM=456.3'GRATE-RIM=457.5'464465466467RIGHT TURN EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.2.2'15' T.U. ELECTRIC EASEMENTVOLUME 96147, PAGE 0011M.R.D.C.T.5' LONE STAR GAS EASMENTVOLUME 96147, PAGE 0011M.R.D.C.T.VISIBILITY TRAINGLEVOLUME 96147, PAGE 0011M.R.D.C.T.UTILITY EASEMENTVOLUME 96147, PAGE 0011M.R.D.C.T.5' RIGHT-OF-WAY DEDICATIONVOLUME 96147, PAGE 0011M.R.D.C.T.15' UTILITY, LANDSCAPE &SIDEWALK EASEMENTVOLUME 96147, PAGE 0011M.R.D.C.T.NHSB/CMW-JOB NUMBERDRAWN BYDATEREVISIONDenton, TX 76201940.222.3009www.eaglesurveying.comTX Firm # 10194177Eagle Surveying, LLCTREESURVEY12/19/20222208.075-03222 South Elm StreetSuite: 200LEGAL DESCRIPTIONBeing Lot 2R, of Lakeside Village Phase II, an Addition to the City ofCoppell, Dallas County, Texas, according to the Plat thereof recordedunder Volume 96147, Page 0011, Map Records, Dallas County, Texas.FLOOD NOTEThis property is located in Non-Shaded Zone "X" as scaled from theF.E.M.A. Flood Insurance Rate Map dated July 7, 2014 and is located inCommunity Number 480170 as shown on Map Number 48113C0155K.The location of the Flood Zone is approximate. For additionalinformation regarding Flood Zone designation, please contact 1-(877)FEMA MAP.SURVEYOR NOTES1. This survey was performed without the benefit of an Abstract ofTitle or Title Commitment. Research of record documents done byEagle Surveying was performed for the purpose of determining theboundary of this property and adjoining parcels. Additional recorddocuments may exist and encumber this property.2. Elevations shown on this survey are based on GPS observationsutilizing the AllTerra RTK Network. North American Vertical Datumof 1988 (Geoid 12A).3. Approximate locations of the Underground Utilities, if shown onthis survey, were derived from above ground observations, Utilitymarkings, and/or record documents. No excavation was performedon this site at the time of this survey. For the exact location of theUnderground Utilities call 1-800-545-6005. Eagle Surveying, LLCaccepts no liability as to the accuracy of the Underground Utilities.4. This document represents an accurate on the ground survey of950 East Sandy Lake Road in the City of Coppell, Dallas County,Texas, on September 13, 2022.1" = 40'04020LEGENDStorm VaultGBollardSignStorm Drain ManholeSanitary ManholeSanitary Clean OutElectric MeterElectric TransformerPower PoleLight PoleFire HydrantWater ValveFire Department ConnectionTemporary Benchmark Electric BoxIrrigation Control ValveTelecommunications ManholeTelecommunications VaultTelecommunications Utility MarkWater Utility MarkWater Manhole Tree TrunkTree CanopyTree I.D. ####Fiber Optic Utility SignGrease Trap LidGas Utility MarkGas Meter•OHUPipe Rail FenceOverhead UtilitiesBrickCoverNo ParkingRampConcreteBuildingM.R.D.C.T.Dallas County, TexasMap Records,ADA Parking SpaceI, Jeremy Blad, being a registered landscape architect, licensed topractice in the State of Texas, attest that the identification anddbh measurement of trees identified on the survey are correctand that all trees 6" and greater dbh have been shown.Signature:Date: JANUARY 31, 2023TREE SURVEY DATA COLLECTIONName: Jeremy Dale BladProfession: Registered Landscape ArchitectLicense No: 2734Date of Survey and Data Collection: 12/14/2022Contact Information: 214.783.1715, jeremy@vq-design.com222 South Elm Street, Suite #102, Denton, Texas, 76201
KROGER #448950 E. SANDY LAKECOPPELL, TX983237720.06 05.04.2023FRESH FOR EVERYONETM
CUSTOMER APPROVAL:DATE:Rev. #1Rev. #2Rev. #3DATEBYRev. #4Rev. #5Rev. #6DATEBYDRAWING NO:DATE:THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY CUMMINGS. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF CUMMINGS SIGNS.Customer creation through brand innovation.THIS DESIGN REMAINS OUR EXCLUSIVE PROPERTY ANDCANNOT BE DUPLICATED WITHOUT WRITTEN CONSENTQTY. DESCRIPTION SQ. FT.1 DOUBLE FACE MONUMENT SIGN 38.6S. HAWKE05.04.2023983237720.06KROGER #448950 E. SANDY LAKECOPPELL, TXPVICINITY MAPN.T.S.0GRAPHIC SCALE1 inch = ft.40 40 804020SITE17.285’ from R.O.W.EXISTING MONUMENT SIGN -SIZE T.B.D.P
950 E. SANDY LAKE ROADPCUSTOMER APPROVAL:DATE:Rev. #1Rev. #2Rev. #3DATEBYRev. #4Rev. #5Rev. #6DATEBYDRAWING NO:DATE:THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY CUMMINGS. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF CUMMINGS SIGNS.Customer creation through brand innovation.THIS DESIGN REMAINS OUR EXCLUSIVE PROPERTY ANDCANNOT BE DUPLICATED WITHOUT WRITTEN CONSENTS. HAWKE05.04.2023983237720.06KROGER #448950 E. SANDY LAKECOPPELL, TX7’-2”2’-6”10’-0”4’-0”2’-6”ALUMINUM CABINETS & RETAINERSPAINTED BLACK.FLAT POLYCARBONATE FACES DECORATEDWITH FLAT, 1ST SURFACE VINYL GRAPHICS.3730-8537 KROGER BLUE38.6 SQ. FT.SCALE: 1” = 1’-0”STANDARD 2’-6” X 7’-2”SKYLINE SCROLLING PRICE SIGN.14” DIGIT.BRICK MOUNMENT SURROUNDTO MATCH LIKE-TYPE SIGNSCURRENTLY ON PROPERTY.GARNET RED BICK VENEER AND MOTARTO MATCH BUILDING. SIGN IS EXTERNALLY ILLUMINATED -UPLIGHTING - SPEC. T.B.D.SOUTH ELEVATIONSTREET SIDENORTH ELEVATION950 E. SANDY LAKE ROAD6” FLAT CUT OUTLETTERS - BLACK
Section 3 - Vertical ReadingsSection 1 - Vertical ReadingsSection 2 - Vertical ReadingsP.C.0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850Project No:Project No:fax no: 770-486-4599e-mail:mkt-lightingapplications@tel no: 770-486-45xxApplications Engineering1121 Highway 74 SouthPeachtree City, GA 30269We make no representation as to its completeness, currency or accuracy because of reasons inherent to CAD and the additional digital data used to produce a lighting application.All digital CAD data appear to be extremely accurate, however, this apparent accuracy is an artifact of the techniques used to generate it, and is in no way intended to implyactual accuracy. The user of this data takes full responsibilityfor the accuracy and correctness of all measurements, area, inventories or other data extracted from this, eithermanually or with the use of a computer. This light level analysis is an estimate only, and is based on estimated reflectance values for interior applications or estimated polelocations based on specified light levels for exterior applications. Any variance from reflectance values, obstructions,light loss factors or dimensional data will affect theactual light levels obtained. This analysis is a mathematical model and can be only as accurate as is permitted by the third party software and the IES standards used. In additioncalculated values may vary from actual measurements in certain situations due to variances, such as but not limited to, lamp output, input voltage ballast variances,manufacturingtolerances and application variances. The presence of objects will decrease light levels and may cause some shadowing.Lighting application drawings are being provided to the recipient of this disclaimer.Drawn By:Date:6/5/2023Project Name:Client:Scale:cooperlighting.comKROGER SW 448 - COPPELL, TXSCALE: 1" = 50'The Kroger CompanyDavid SergeantWendy Norman, LC123456789ZZYYWP2101139B Fuel Center 6-5-23.AGI15W1W2W31314Section 1Section 2Section 3Objects included in calculations:Ground = 50%Building = 50%Fence = 50%Fuel Center Canopy = 90%FC1-BMH: 15FC1-BMH: 15FC1-BMH: 15FC1-BMH: 15MH: 15FC1-BFC1-BMH: 15MH: 15FC1-BFC1-BMH: 15FC1-BMH: 15FC1-BMH: 15MH: 15FC1-BFC1-BMH: 15MH: 15FC1-BFC1-BMH: 15MH: 15FC1-BFC1-BMH: 15FC1-BMH: 15FC1-BMH: 15FC1-BMH: 15FC1-BMH: 15MH: 15FC1-BLDC41MH: 30MH: 26.5LDC41aMH: 26.5LDC41aLDC41dMH: 30LDE41HSSMH: 26.5LDH61MH: 30MH: 30LDH61aMH: 30LDH61bMH: 30LDH62MH: 30LDH71LDH71aMH: 30LDH71aMH: 30MH: 30LDH81aMH: 30LDH81bLDH81cMH: 30LWY1aMH: 15LWY1aMH: 15LWY1aMH: 15MH: 29NFLDNFLDaMH: 29NFLDbMH: 29MH: 10RLDRLDMH: 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0.211.971.601.391.140.930.780.861.101.301.441.230.940.200.070.040.030.020.020.020.04 0.17 0.60 0.98 1.51 1.61 1.90 2.17 1.70 1.63 1.32 0.87 0.45 0.34 0.74 1.13 1.65 1.66 2.06 2.15 1.70 1.73 1.34 1.03 0.72 0.68 0.871.08 1.34 1.58 1.99 2.332.001.581.331.080.870.730.841.101.301.451.200.950.220.080.050.040.030.030.030.04 0.16 0.57 0.98 1.47 1.71 1.87 1.96 1.78 1.68 1.26 0.85 0.42 0.30 0.71 1.09 1.57 1.75 1.89 1.94 1.80 1.69 1.28 1.00 0.67 0.64 0.841.05 1.29 1.52 1.79 1.911.811.531.311.080.880.740.831.061.211.371.440.860.190.100.080.060.060.060.050.04 0.13 0.50 0.92 1.28 1.78 1.76 1.67 1.87 1.55 1.13 0.79 0.34 0.24 0.61 1.00 1.35 1.84 1.72 1.69 1.89 1.49 1.18 0.91 0.61 0.63 0.811.01 1.21 1.38 1.53 1.571.551.411.251.070.900.780.831.021.151.331.610.570.200.160.140.130.120.100.090.03 0.08 0.34 0.81 1.05 1.30 1.50 1.55 1.44 1.18 0.97 0.63 0.23 0.15 0.44 0.88 1.09 1.33 1.49 1.52 1.39 1.19 1.04 0.74 0.54 0.62 0.810.98 1.13 1.29 1.38 1.391.401.321.191.080.960.860.891.041.131.291.530.470.320.280.260.250.230.200.160.03 0.05 0.17 0.51 0.87 1.01 1.07 1.08 1.06 0.97 0.76 0.37 0.13 0.10 0.24 0.60 0.90 1.03 1.07 1.08 1.07 1.00 0.81 0.53 0.50 0.66 0.840.99 1.10 1.20 1.25 1.271.281.241.171.131.071.011.021.121.211.321.370.370.540.490.460.440.400.340.260.03 0.04 0.08 0.20 0.42 0.65 0.77 0.81 0.74 0.58 0.35 0.16 0.09 0.09 0.13 0.25 0.45 0.62 0.74 0.75 0.69 0.55 0.42 0.38 0.49 0.69 0.891.01 1.09 1.17 1.21 1.221.231.211.181.181.191.171.221.301.381.421.390.300.840.780.730.690.620.500.360.04 0.04 0.06 0.14 0.25 0.38 0.33 0.47 0.32 0.36 0.25 0.15 0.10 0.09 0.11 0.18 0.33 0.50 0.62 0.66 0.41 0.47 0.39 0.36 0.50 0.69 0.881.01 1.12 1.22 1.29 1.301.321.281.221.211.241.291.361.481.571.601.551.341.171.101.020.940.830.650.440.04 0.05 0.08 0.15 0.07 0.09 0.10 0.10 0.11 0.10 0.10 0.10 0.12 0.12 0.19 0.45 0.78 0.97 1.03 1.06 0.59 0.97 0.50 0.44 0.50 0.65 0.841.03 1.20 1.35 1.43 1.441.451.411.341.271.231.291.431.571.711.811.781.651.531.431.301.160.980.740.500.05 0.06 0.16 0.32 0.25 0.30 0.60 0.62 0.37 0.33 0.13 0.13 0.17 0.16 0.26 0.47 0.12 0.14 0.15 0.16 0.17 0.19 0.25 0.33 0.46 0.65 0.800.94 1.06 1.18 1.26 1.641.151.081.030.991.251.291.451.631.822.002.071.991.911.781.561.331.080.800.530.05 0.07 0.22 0.36 0.31 0.68 0.71 0.69 0.50 0.48 0.20 0.31 0.23 0.23 0.60 1.02 0.72 1.71 1.85 1.81 1.88 0.91 0.80 0.41 0.68 0.73 0.941.21 1.16 1.29 0.82 1.410.811.761.071.411.331.341.491.711.952.172.342.342.302.071.791.501.190.870.560.06 0.09 0.25 0.40 0.37 0.72 0.88 1.13 1.03 0.89 0.52 0.54 0.38 0.31 0.75 1.15 0.88 2.02 1.98 1.08 2.08 2.00 1.62 1.52 1.15 0.94 1.071.33 1.26 1.42 1.61 1.702.101.921.151.461.051.141.531.772.072.392.702.882.762.372.001.611.260.900.580.07 0.10 0.28 0.46 0.47 0.91 1.12 1.34 1.20 1.01 0.82 0.62 0.46 0.41 0.88 1.24 1.00 1.84 2.15 2.40 2.25 2.63 2.50 1.87 1.37 1.07 1.191.42 1.69 1.93 2.27 2.722.361.891.711.461.381.371.541.792.112.462.953.643.232.512.061.641.270.910.570.070.110.30 0.53 0.60 1.10 1.25 1.33 1.33 1.16 0.89 0.72 0.56 0.52 0.99 1.35 1.10 2.04 2.25 2.63 3.10 3.66 2.81 2.08 1.51 1.22 1.341.58 1.89 2.21 2.60 2.792.401.971.711.481.391.411.611.882.222.552.993.383.132.502.071.651.270.910.580.06 0.11 0.23 0.46 0.57 0.76 0.90 0.93 0.87 0.96 0.84 0.77 0.70 0.71 1.13 1.53 1.21 2.33 2.37 2.95 4.19 3.62 2.90 2.30 1.74 1.48 1.561.74 1.91 2.14 2.40 2.402.302.051.691.481.401.491.762.142.522.792.952.872.702.351.971.591.240.900.580.05 0.09 0.22 0.57 1.02 1.37 1.54 1.57 1.41 1.34 1.35 1.26 1.16 1.18 1.30 1.49 1.05 1.00 1.12 1.65 2.11 2.83 2.66 2.42 2.13 2.02 1.951.89 1.73 1.65 1.68 2.081.981.771.571.431.401.632.162.983.683.963.673.112.602.171.781.471.170.860.560.03 0.04 0.10 0.27 0.97 1.45 1.32 1.61 1.33 1.82 2.43 2.57 2.07 2.76 2.74 2.67 3.30 3.25 2.22 2.26 3.54 4.32 4.37 4.01 3.68 3.54 3.373.02 2.29 2.00 1.87 1.811.791.551.381.331.451.963.185.428.128.436.374.092.722.051.621.341.080.800.540.03 0.05 0.127.142.27 2.85 1.87 2.28 2.07 1.18 1.11 1.21 1.54 2.56 5.056.51 3.24 1.96 1.45 1.19 0.98 0.74 0.500.03 0.05 0.110.80 0.98 1.12 1.60 3.06 7.329.39 3.74 1.90 1.26 0.99 0.82 0.64 0.440.03 0.04 0.05 0.060.31 0.79 1.00 1.58 3.418.8110.69 3.97 1.78 1.05 0.76 0.62 0.48 0.350.05 0.07 0.11 0.180.33 0.62 0.85 1.53 3.639.5910.99 4.04 1.64 0.86 0.56 0.43 0.34 0.260.09 0.13 0.27 0.780.33 0.52 0.75 1.46 3.599.8410.56 3.82 1.50 0.72 0.43 0.30 0.22 0.170.09 0.16 0.21 0.49 2.530.32 0.39 0.67 1.36 3.589.9510.21 3.68 1.38 0.62 0.34 0.22 0.16 0.130.18 0.25 0.27 0.51 1.700.31 0.37 0.60 1.20 3.19 9.279.50 3.39 1.27 0.55 0.29 0.18 0.13 0.090.33 0.35 0.31 0.60 1.170.29 0.35 0.53 1.03 2.59 7.918.56 3.14 1.19 0.52 0.27 0.16 0.10 0.070.27 0.51 0.44 0.37 1.08 2.670.28 0.34 0.52 1.00 1.98 5.167.64 2.93 1.12 0.49 0.25 0.15 0.09 0.070.58 0.77 0.57 0.43 1.75 7.960.28 0.33 0.51 0.99 1.807.60 2.79 1.08 0.47 0.24 0.14 0.09 0.060.14 0.98 1.00 0.67 0.44 1.71 7.220.27 0.33 0.52 1.01 2.68 8.007.82 2.84 1.06 0.46 0.23 0.13 0.09 0.060.43 1.36 1.25 0.74 0.43 1.13 2.400.27 0.32 0.54 1.20 3.3710.167.86 2.78 1.03 0.44 0.22 0.13 0.08 0.050.65 1.37 1.43 0.76 0.39 0.81 1.340.25 0.32 0.55 1.28 3.7710.937.67 2.71 0.97 0.41 0.21 0.12 0.07 0.050.12 1.20 1.51 1.27 0.67 0.36 0.90 1.700.23 0.29 0.51 1.23 3.5510.886.99 2.42 0.86 0.36 0.18 0.11 0.07 0.040.28 1.16 1.30 0.96 0.56 0.37 1.09 1.860.20 0.26 0.44 1.03 2.95 9.035.49 1.90 0.70 0.30 0.16 0.09 0.06 0.040.51 1.07 1.07 0.78 0.51 0.37 1.09 1.790.17 0.21 0.35 0.77 2.03 5.313.53 1.32 0.51 0.24 0.13 0.08 0.05 0.030.27 0.67 0.99 0.92 0.700.500.39 0.96 1.490.14 0.17 0.25 0.48 1.07 2.35 4.31 6.15 5.68 3.49 1.67 0.74 0.34 0.17 0.10 0.06 0.04 0.030.42 0.85 1.05 0.92 0.72 0.52 0.42 0.98 1.430.11 0.12 0.17 0.28 0.53 0.94 1.51 1.89 1.77 1.24 0.74 0.40 0.21 0.12 0.07 0.05 0.03 0.030.51 1.14 1.27 1.06 0.80 0.57 0.46 1.23 1.870.09 0.09 0.11 0.17 0.27 0.39 0.52 0.61 0.57 0.48 0.34 0.21 0.12 0.08 0.05 0.04 0.03 0.020.03 0.38 1.42 1.45 1.21 0.87 0.62 0.49 1.39 1.980.07 0.07 0.07 0.10 0.13 0.18 0.21 0.24 0.23 0.20 0.16 0.11 0.07 0.05 0.04 0.03 0.02 0.020.06 0.16 1.33 1.61 1.42 0.99 0.70 0.52 1.26 1.820.05 0.05 0.05 0.06 0.08 0.09 0.11 0.12 0.11 0.10 0.09 0.07 0.05 0.04 0.03 0.02 0.02 0.010.07 0.18 1.30 1.88 1.60 1.12 0.75 0.54 0.89 1.030.04 0.04 0.04 0.05 0.05 0.06 0.06 0.07 0.07 0.06 0.05 0.04 0.04 0.03 0.02 0.02 0.01 0.010.07 0.02 0.52 1.81 1.59 1.17 0.80 0.58 0.58 0.52 0.21 0.15 0.10 0.06 0.04 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.010.00 0.00 0.00 0.01 0.01 0.01 0.020.030.030.030.040.040.050.050.050.050.040.040.030.030.020.020.020.010.010.10 0.18 1.25 1.38 1.13 0.83 0.60 0.48 0.37 0.22 0.16 0.11 0.08 0.07 0.06 0.05 0.05 0.06 0.06 0.06 0.05 0.04 0.04 0.030.00 0.00 0.010.01 0.02 0.03 0.03 0.040.050.050.060.060.060.060.060.050.050.040.030.030.020.020.010.010.010.07 0.74 1.26 1.01 0.73 0.53 0.41 0.31 0.22 0.16 0.13 0.11 0.11 0.11 0.12 0.14 0.17 0.19 0.19 0.18 0.15 0.12 0.090.00 0.01 0.01 0.020.03 0.05 0.07 0.08 0.100.120.150.170.180.170.140.120.090.070.050.040.030.030.020.010.010.03 0.30 0.74 0.71 0.56 0.42 0.33 0.25 0.19 0.15 0.14 0.15 0.17 0.21 0.26 0.33 0.42 0.50 0.55 0.51 0.41 0.31 0.22 0.16 0.12 0.080.010.01 0.01 0.02 0.03 0.060.090.130.170.220.290.370.450.490.460.380.290.210.150.110.080.060.040.030.020.010.10 0.37 0.43 0.39 0.31 0.24 0.18 0.14 0.12 0.13 0.17 0.23 0.31 0.42 0.59 0.79 1.02 1.24 1.16 0.87 0.63 0.44 0.30 0.21 0.15 0.09 0.050.03 0.01 0.01 0.01 0.010.020.030.070.120.200.280.380.540.730.951.151.080.820.600.420.290.200.140.090.060.030.020.010.15 0.22 0.22 0.19 0.15 0.11 0.09 0.08 0.09 0.13 0.21 0.33 0.48 0.73 0.99 1.31 1.39 1.42 1.22 0.88 0.61 0.41 0.29 0.19 0.11 0.06 0.030.01 0.01 0.00 0.01 0.010.030.050.110.200.320.470.720.991.301.451.451.210.880.610.410.290.190.110.060.030.020.010.10 0.10 0.09 0.08 0.06 0.05 0.04 0.04 0.05 0.08 0.14 0.21 0.36 0.55 0.83 0.87 1.05 0.96 0.72 0.51 0.34 0.23 0.14 0.08 0.04 0.02 0.010.00 0.00 0.00 0.01 0.010.020.040.090.160.250.440.680.991.081.221.050.780.560.370.250.150.090.050.020.010.010.06 0.04 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.06 0.10 0.10 0.07 0.09 0.10 0.10 0.08 0.050.03 0.02 0.01 0.01 0.000.01 0.01 0.01 0.01 0.00 0.00 0.0010.3 14.4 17.9 20.0 19.8 17.1 13.714.1 21.0 26.1 29.4 27.0 25.1 19.518.0 25.8 32.5 32.3 32.5 31.3 24.020.2 30.5 39.3 28.4 37.3 27.822.4 32.2 41.1 43.4 42.9 37.9 29.823.5 35.1 43.7 49.7 47.0 41.0 30.324.3 36.4 44.5 50.2 46.1 41.1 30.825.4 35.4 43.2 43.8 45.0 40.3 29.725.3 37.4 46.4 42.9 41.2 29.826.1 36.5 43.5 38.3 44.5 39.4 29.925.7 37.6 46.2 49.7 47.0 40.4 29.125.5 37.0 44.8 50.5 45.6 39.9 28.725.3 35.1 42.5 39.0 43.8 37.6 27.023.7 34.7 38.0 39.0 37.0 26.422.0 30.5 35.4 29.0 36.4 33.0 24.918.5 26.7 32.2 35.7 35.0 31.1 22.513.6 20.9 27.6 31.7 32.0 28.5 21.030.5 32.5 28.7 20.931.6 33.9 30.0 21.713.8 21.0 27.0 33.4 33.9 30.1 21.719.1 26.6 32.1 36.5 35.6 30.9 21.922.5 31.5 35.7 35.5 37.0 32.0 22.425.8 36.5 36.2 26.1 38.0 33.9 23.428.0 37.2 41.4 41.7 40.8 35.1 23.828.3 39.1 45.3 45.7 43.1 34.9 23.428.8 39.8 48.0 48.8 43.3 34.5 22.927.7 37.8 43.4 44.0 40.8 32.9 21.726.9 36.9 37.0 32.6 36.3 31.2 20.624.6 30.8 32.2 31.3 32.8 28.0 18.319.7 25.9 28.3 28.5 27.5 22.3 15.314.1 18.5 21.7 22.1 19.8 15.9 10.60.060.090.100.100.090.080.070.070.060.080.100.090.080.070.080.090.090.100.100.110.120.130.140.140.140.160.160.170.160.140.120.100.080.070.060.050.050.050.050.050.060.140.110.060.070.080.080.090.100.100.100.110.120.120.120.120.130.130.130.130.140.150.160.160.170.170.180.180.180.180.180.190.190.190.200.200.210.210.220.220.230.240.240.22Luminaire ScheduleSymbolQtyLabelArrangementLuminaire Location SummaryLabelDescriptionXYZOrientFC1-B84.76334.93621FC1-BSingle151.692FC1-BSCV-LED-10L-SC-5070.77234.423151.692FC1-B85.33624.005Calculation Summary151.692LabelCalcTypeFC1-B71.34623.492151.692FC1-BUnits85.84910.014151.692FC1-B71.8599.502151.692FC1-B81.745AvgMaxMinAvg/Min145.081151.692FC1-B67.755144.56815Max/Min1.692FC1-B82.258131.091151.692FC1-B68.268130.578151.692FC1-B82.529119.965FUEL CENTERIlluminanceFc151.692FC1-B68.538119.452151.69231.5450.510.3FC1-B83.041105.974151LDC41SingleGLEON-SA4C-740-U-T2-HSS3LDC41aSingleGLEON-SA4C-740-U-T2R-HSS1LDC41dSingleGLEON-SA4C-740-U-T2-HS-GRSWH1LDE41HSSSingleGLEON-SA4C-740-U-SL4-HSS1LDH61SINGLEGLEON-SA6C-740-VOLT-5MQ-BZ1LDH61aSingleGLEON-SA6C-740-U-5MQ-HS-GRSBK1LDH61bSINGLEGLEON-SA6C-740-VOLT-5MQ-BZ1.692FC1-B69.051105.461151.692FC1-B3.064.9083.99791.256151.692FC1-B83.765SPILL LIGHT @ GRADE LEVELIlluminanceFc0.000.00.0N.A.1LDH62Back-BackGLEON-SA6C-740-VOLT-5MQ-BZ1LDH71SingleGLEON-SA7C-740-U-5MQ2LDH71aSingleGLEON-SA7C-740-U-5MQ-HS-GRSBK1LDH81aSingleGLEON-SA8C-740-U-5MQ-HS-GRSBK1LDH81bSingleGLEON-SA8C-740-U-5MQ-HS-GRSBK1LDH81cGROUPGLEON-SA8C-740-U-5MQ-BZ (2 HS-GRSBK)3LWY1aSingleGLEON-SA1C-740-U-AFL1NFLDSingleNFFLD-C25-D-UNV-661NFLDaSingleNFFLD-C25-D-UNV-661NFLDbSingleNFFLD-C25-D-UNV-661NN14SINGLEAXCS3A8RLDSingle8in Downlight Existing73.938151.692FC1-B69.77473.425151.69290LDH71a-259.96-156.9263090LDH71a-141.964-157.6443090LDH81a-139.926-46.5913090LDH81b-258.382-53.563090LDH81c-16.555-47.208300LWY1aFC1-B84.27859.947151.692FC1-B70.28759.435151.692FC1-B84.2548.926151.692FC1-B70.25948.413151.692LDC41104.046-161.19930180LDC41a-195.277287.21426.5273.828LDC41a54.989288.45226.5273.523LDC41a-370.292120.82926.515.313LDC41d-262.438-252.855300LDE41HSS-374.917218.60726.5341.567LDH61-143.039-255.1963090LDH61a-260.677-252.6863090LDH61b104.4-46.7363090LDH62-18.588-257.3483090LDH71-17.871-160.15430-300.38192.52515181.757LWY1a-299.338145.12615181.757LWY1a-298.09196.35415181.757NFLD-139.008-46.8792946.931NFLDa-15.653-47.28329103.585NFLDb-257.482-53.562970.538NN14-298.42897.4189180RLD-300.94757.336100RLD-300.94752.746100RLD-26.52512.506120RLD-41.94912.139120RLD-11.71512.672120RLD-266.5736.734120RLD-281.9976.367120RLD-251.7636.9120N.A.LEVELS ON WALLIlluminanceFc0.100.20.0N.A.N.A.0.04 0.03 0.02 0.02 0.02 0.02 0.03 0.04 0.04 0.03 0.03 0.03 0.03 0.04 0.05 0.06 0.08 0.09 0.11 0.11 0.11 0.10 0.09 0.07 0.07 0.07 0.06 0.04 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.04 0.04 0.05 0.050.050.060.070.070.080.090.100.100.100.090.090.080.080.080.080.07 0.0700.06 0.07 0.08 0.08 0.09 0.10 0.10 0.10 0.11 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.14 0.15 0.16 0.16 0.17 0.17 0.18 0.18 0.18 0.18 0.18 0.19 0.19 0.19 0.20 0.20 0.21 0.21 0.22 0.22 0.23 0.24 0.24 0.220.060.090.100.100.090.080.07 0.07 0.060.08 0.10 0.09 0.08 0.07 0.08 0.09 0.09 0.10 0.10 0.11 0.12 0.13 0.14 0.14 0.14 0.16 0.16 0.17 0.16 0.14 0.12 0.10 0.08 0.07 0.06 0.05 0.05 0.05 0.05 0.05 0.060.14 0.110.22