HomeMy WebLinkAbout2205 09-11-2018 ORDINANCE NO. 2205
AN ORDINANCE AUTHORIZING THE ISSUANCE OF A SPECIFIC USE
PERMIT ON MUNICIPAL SERVICE COMPANY OF TEXAS ADDITION,
LOT AR, 110 WEST AIRPORT FREEWAY FOR A HOTEL; PROVIDING
FOR A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR
VIOLATION; PROVIDING FOR PUBLICATION IN THE OFFICIAL
NEWSPAPER; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, the Planning and Zoning Commission has conducted a public hearing
on August 21, 2018, in conjunction with Specific Use Permit Case No. 18-08-SUP, and
has rendered a recommendation to the City Council with respect to this case; and
WHEREAS, the City Council has conducted a public hearing on September 11,
2018, has considered the recommendation of the Planning and Zoning Commission, and
has determined that the proposed change is in the best interest of the general welfare of
the City of Euless and that any foreseeable negative impacts of the proposed use have
been mitigated through design restrictions or other set conditions.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF EULESS, TEXAS, THAT:
SECTION 1.
ALLOWED USES. A Hotel use as specifically described on the Specific Use
Permit Form (attached hereto and made a part hereof) and as indicated on Exhibit A
shall be permitted on Municipal Service Company of Texas Addition, Lot AR, 110 West
Airport Freeway.
SECTION 2.
SEVERABILITY CLAUSE. It is hereby declared to be the intention of the City
Council of the City of Euless that the sections, paragraphs, sentences, clauses, and
phrases of this ordinance are severable and if any phrase, clause, sentence, paragraph,
or section of this ordinance shall be declared unconstitutional by the valid judgment or
decree of any court of competent jurisdiction, such unconstitutionality shall not affect any
of the remaining phrases, clauses, sentences, paragraphs, or sections of this ordinance,
since the same would have been enacted by the City Council without the incorporation in
this ordinance of any such unconstitutional phrase.
SECTION 3.
PENALTY FOR VIOLATION. Any person, firm, or corporation violating any of the
terms and provisions of this ordinance shall be deemed guilty of a misdemeanor, and
upon conviction thereof shall be fined in accordance with Chapter 1, "General Provisions,"
Section 1-12, "General Penalty," Euless Code of Ordinances. Each such violation shall
be deemed a separate offense and shall be punishable as such hereunder.
SECTION 4.
PUBLICATION CLAUSE. The caption, penalty clause, and effective date clause
of this ordinance shall be published in a newspaper of general circulation in the City of
Euless, in compliance with the provisions of Article II, Section 12, of the Euless City
Charter. Further, this ordinance may be published in pamphlet form and shall be
admissible in such form in any court, as provided by law.
SECTION 5.
EFFECTIVE DATE. This ordinance shall be in full force and effect from and after
its passage, as provided by the Euless City Charter and the laws of the State of Texas.
PRESENTED AND PASSED ON FIRST AND FINAL READING at a regular
meeting of the Euless City Council on September 11, 2018, by a vote of 7 ayes,
0 nays, and 0 abstentions.
APPROVED:
Linda Martin, Mayor
ATTEST:
Sutter, RMC, City Secretary
APPROVED AS TO FORM:
Lk
X-
Wayne Olson, City Attorney
Ordinance No. 2205, Page 2 of 11
T H E C I T Y O F
EK
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v \V
ORDINANCE NO. _2205_
SPECIFIC USE PERMIT CASE #18-08-SUP
LAND USE: Hotel
LOCATION: Municipal Service Company of Texas Addition, Lot AR
110 W. Airport Freeway
This permit is valid only for the property and use listed above and then ONLY in accordance with the
following documents and/or conditions.-
CONDITIONS
onditions.CONDITIONS (INCLUDING DATES):
1) The Specific Use Permit is tied to the Property Owner: G6 Hospitality, LLC;
2) The Specific Use Permit is tied to the Business Name: Motel 6;
3) The hotel will be inspected by the City of Euless and maintained in accordance
with applicable provisions of the City of Euless Property Maintenance Code.
Information about hotel inspection standards is provided to the owner and
operator; and
4) The Specific Use Permit may be revoked if one or more of the conditions
imposed by this permit has not been met or has been violated.
Considered by Planning and Zoning Commission:
DATE OF ACTION: August 21, 2018
Dapproval Odenial
X_ % .. �..,.... ?It
# Signature of P Z Chairman
Considered by City Council: September 11, 2018
DATE OF ACTION:
E&pproval denial
X
Signature o Ma
Ordinance No. 2205, Page 3 of 11
GGGGGGGGGGGGG G G
S 89°48'23" E 484.32' S 00°44'45" E 123.49' N 01°11'30" W 210.10' N82°54'12"E 14
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L=127.18
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C=127.17
N76°56'07
"
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13.05'
R=3039.79'
L=490.48'
CB=S81°22'42"W
C=489.94'
S. H. 183 ( W.
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)N. BYERS STREET( 50' WIDTH R.O.W. )C2.0
DEMOLITION PLAN
1 INCH = 30 FEET
GRAPHIC SCALE
0 303015
DEMOLITION NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL AND DISPOSAL OF ALL
MATERIALS.
2.ALL CITY, STATE, AND FEDERAL CODES, LAWS, AND ORDINANCES SHALL BE FOLLOWED.
3.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES TO THE BUILDING BEFORE
START OF DEMOLITION.
4.CONTRACTOR TO GIVE APPROPRIATE NOTICE TO ALL AGENCIES PRIOR TO DEMOLITION.
5.CONTRACTOR TO PROVIDE BARRICADES AND COORDINATE WITH CITY & STATE ON ALL
TRAFFIC CONTROL REQUIREMENTS.
6.PROVIDE TREE PROTECTION FOR ALL TREES ON OR JUST OUTSIDE THE PROPERTY
LINE.
7. CONTRACTOR TO CONTACT CITY PUBLIC SERVICES & UTILITY COMPANIES IF ANY
EXISTING ON-SITE UTILITIES ARE TO BE REMOVED.
8. PROTECT ALL EXISTING UNDERGROUND & ABOVE GROUND UTILITIES DURING
DEMOLITION PROCESS EXCEPT AS IT IS SHOWN TO BE REMOVED BY THIS PLAN.
9.THE CONTRACTOR SHALL PROVIDE DUST PROTECTION DURING CONSTRUCTION. ALL
TRASH AND DEBRIS SHALL BE PICKED UP AT ALL TIMES. COMMERCIAL CONSTRUCTION
DEBRIS/SOLID WASTE HAULER PERMIT REQUIRED.
10. THE SAWCUT LINES SHOWN ARE FOR GENERAL REPRESENTATION ONLY AND MAY
VARY DEPENDING ON EXISTING FIELD CONDITIONS OF PAVEMENT JOINTS. .
L E G E N D
SAWCUT LINE
LIMIT OF ON-SITE DEMOLITION
AREA OF TxDOT DEMOLITION
T H E S E P L A N S AR E I N S T R U M E N T S O F
P R O F E S S I O N A L S E R V I C E A N D A R E
P R O T E C T E D B Y C O M M O N L A W ,
S T A T U T O R Y A N D O T H E R R E S E R V E D
R IGH TS IN C LU D IN G C OPY RI G H T . TH EY
MAY NOT BE REPRODUCED OR USED FOR
AN Y PU RPOSE WITHOU T T HE WRITTEN
C O N SEN T O F TH E D I ME NS IO N G R O U P.
SHEET
MOTEL 6
110 WEST AIRPORT FREEWAY
EULESS, TEXAS 76039
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
CAUTION NOTICE TO CONTRACTORS
THE CONTRACTOR IS SPECIFICALLY CAUTIONED
THAT THE LOCATION AND / OR ELEVATION OF
THE EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUCH CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
R
CASE NO. 18-08-SUP
EULESS CONTROL MONUMENT E20
3-1/4 INCH DOMED BRASS DISK ON TOP OF A CONCRETE INLET AND WITNESS BY
AN ORANGE FIBERGLASS STAKE ON THE SOUTHWEST CORNER OF STATE
HIGHWAY 10 (EULESS BLVD - EAST BOUND LANE) & SOUTH MAIN STREET.
ELEVATION = 588.774'
EULESS CONTROL MONUMENT E13
3-1/4 INCH DOMED BRASS DISK SET ON TOP OF A CONCRETE INLET BY AN
ORANGE FIBERGLASS STAKE ON THE SOUTHWEST CORNER OF AIRPORT
FREEWAY (EASTBOUND SERVICE RD) AND HIGHWAY 157 (INDUSTRIAL BLVD).
ELEVATION = 550.491'
GGGGGGGGGGGGG G G
S 89°48'23" E 484.32' S 00°44'45" E 123.49' N 01°11'30" W 210.10' Fuller Addition
Plat Rec. Vol. 388-11, Page 4
1
Now or Formerly:
David V. & Cindy L. Eteaki, Etux
Volume 10624 Page 2032
APN: 14890--1
Observed Use: Residential
2
Now or Formerly:
Sarah S. Chandler
Volume 12219 Page 1355
APN: 14890--2
Use: Residential
3
Now or Formerly:
Jack D. Klaus, Jr. & Patricia K. Klaus
Volume 7148 Page 1916
APN: 14890--3
Use: Residential
4
Now or Formerly:
Bruce G. Kryzer II
Instrument # D204398771
APN: 14890--4-10
Use: Residential
5
Now or Formerly:
Rodney & Tina Moser, Etux
Instrument # D207030257
APN: 14890--5
Use: Residential
6
Now or Formerly:
James Richard Albright
Volume 14117 Page 275
APN: 14890--6A-A
Use: Residential
7-R
Now or Formerly:
Hoodbro Enterprises, Inc.
Instrument # D204238336
APN: 14890--7R
Use: Commercial
8
Now or Formerly:
Michael & Linda Hill
Instrument # D207073565
APN: 14890--8-71
Use: Commercial
N82°54'12"E 14
3
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1
5
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N79°33'53"E
2
0
5
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R=3036.17
L=127.18
CB=S77°44'20"W
C=127.17
N76°56'07
"
E
13.05'
R=3039.79'
L=490.48'
CB=S81°22'42"W
C=489.94'
S. H. 183 ( W.
A
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F
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W
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)N. BYERS STREET( 50' WIDTH R.O.W. )8
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13 5
10
9
5
5
4
4
30
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1
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12
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3 3
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33
3
3
15
151515
151515
15
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VICINITY MAP
N.T.S.
APPLICANT/ENGINEER
THE DIMENSION GROUP
TBPE FIRM # F-8396
10755 SANDHILL ROAD
DALLAS, TEXAS 75238
CONTACT: SHERRELLE R. DIGGS, P.E.
TEL:(214) 343-9400
C3.0
SITE PLAN
1 INCH = 30 FEET
GRAPHIC SCALE
0 303015
SITE PLAN KEYNOTES:
CONSTRUCT 6" CURB & GUTTER
CONSTRUCT 6" CONCRETE PAVEMENT SECTION (REF: GEOTECH)
NEW 4" WHITE PAVEMENT SOLID PARKING STRIPES
CONSTRUCT NEW SCREENING FENCE
NEW 4" CONCRETE SIDEWALK
NEW LANDSCAPE AREA (REF: LANDSCAPE PLAN)
EXISTING SERVICE ROAD EDGE OF PAVEMENT
FUTURE TxDOT SERVICE ROAD EDGE OF PAVEMENT
FUTURE 5' WIDE TxDOT SIDEWALK
NEW RAILING AROUND SWIMMING POOL
NEW METAL GATE & FENCE TO ALIGN AND MATCH EXISTING AND PRIVATE KNOX BOX ON GATE
NEW ENTRY CANOPY
INSTALL HANDICAP VAN AND CAR SIGN (RE: A.D.A. PLAN)
HANDICAP VAN PARKING
STANDARD AREA LIGHT POLE (RE: PHOTOMETRIC PLAN)
1
3
4
5
VICINITY MAP
N.T.S.
2
GENERAL NOTES
1. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR HIS MEANS AND
METHODS OF CONSTRUCTION, JOB SITE CONDITIONS AND JOB SITE SAFETY, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
WORKING HOURS. THE CONTRACTOR SHALL SAVE, PROTECT, INDEMNIFY DEFEND AND HOLD HARMLESS
THE OWNER, THE ARCHITECT AND THE ENGINEER FROM ANY CLAIM OF LIABILITY, REAL OR ALLEGED,
ARISING OUT OF THE PERFORMANCE OF ANY WORK ON THIS PROJECT. THE CONTRACTOR SHALL NAME
THE OWNER, THE ARCHITECT AND THE ENGINEER AS "ADDITIONAL INSURED" ON HIS INSURANCE
POLICIES.
2. EXISTING ABOVE GROUND UTILITIES HAVE BEEN SHOWN BASED ON INFORMATION SHOWN ON A SURVEY
OF THE PROPERTY. UNDERGROUND UTILITIES ARE SHOWN BASED ON RECORDED DATA AND MAY NOT
BE COMPLETE OR EXACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS
AND DEPTHS OF ALL ABOVE GROUND AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING ABOVE GROUND OR UNDERGROUND
UTILITIES, INCLUDING THOSE NOT SHOWN ON THE PLANS. THE CONTRACTOR IS ADVISED TO CONTACT
THE CITY AND ALL FRANCHISE UTILITY COMPANIES, EASEMENT HOLDERS, ETC. AT LEAST 48 HOURS
PRIOR TO BEGINNING EXCAVATION IN THE VICINITY OF ANY UNDERGROUND UTILITY.
3. THE CONTRACTOR SHALL COMPLY WITH ALL BUILDING CODES AND REGULATIONS, FEDERAL, STATE,
COUNTY, AND CITY SAFETY CODES AND INSPECTION REQUIREMENTS.
4. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION DURING CONSTRUCTION. ALL TRASH AND
DEBRIS SHALL BE PICKED UP AT ALL TIMES. COMMERCIAL CONSTRUCTION DEBRIS/SOLID WASTE
HAULER PERMIT REQUIRED.
MAPSCO 34L
DATA SUMMARY TABLE
ZONING C-2 (COMMERCIAL)
PROPOSED USE MOTEL
LOT AREA (GROSS AREA)79,860 S.F. (1.833 ACRES)
LOT AREA (NET AREA AFTER R.O.W. TAKING)78,365 S.F. (1.684 ACRES)
BUILDING SQUARE FOOTAGE 11,950 S.F.
LOT COVERAGE 15.25%
BUILDING HEIGHT 21'-0"
TOTAL IMPERVIOUS SURFACE 74,258 S.F. OR 95%
PARKING REQUIRED 93 SPACES [ 1 / PER UNIT. ]
PARKING PROVIDED 105 SPACES
HANDICAP PARKING REQUIRED 5 SPACES
HANDICAP PARKING PROVIDED 7 SPACES
LANDSCAPING AREA PROVIDED 4,810 S.F. OR 15%
OWNER/DEVELOPER
MOTEL 6 OPERATING LP
4001 INTERNATIONAL PARKWAY
CARROLLTON, TEXAS 75077
CONTACT: JONATHAN BATEMAN
TEL: (972) 360-2726
SITE
W Harwood Rd
10
Airport Frwy N Main StFuller - Wiser RdN Industrial RdAmerican BlvdS Main StE Hardwood Rd
W Midway Rd
183
NOTE:
APPROVAL OF THE SITE PLAN DOES NOT SPECIFICALLY APPROVE ANY SIGN LOCATIONS OR
DIMENSIONS AS WELL AS ANY IRRIGATION PLANS. SEPARATE PERMITS WILL BE REQUIRED FOR
ALL SIGNAGE AND IRRIGATION PLANS.
T H E S E P L A N S AR E I N S T R U M E N T S O F
P R O F E S S I O N A L S E R V I C E A N D A R E
P R O T E C T E D B Y C O M M O N L A W ,
S T A T U T O R Y A N D O T H E R R E S E R V E D
R IGH TS IN C LU D IN G C OPY RI G H T . TH EY
MAY NOT BE REPRODUCED OR USED FOR
AN Y PU RPOSE WITHOU T T HE WRITTEN
C O N SEN T O F TH E D I ME NS IO N G R O U P.
SHEET
MOTEL 6
110 WEST AIRPORT FREEWAY
EULESS, TEXAS 76039
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
CAUTION NOTICE TO CONTRACTORS
THE CONTRACTOR IS SPECIFICALLY CAUTIONED
THAT THE LOCATION AND / OR ELEVATION OF
THE EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUCH CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
R
CASE NO. 18-08-SUP
6
7
8
9
10
11
12
13
14
15
S 89°48'23" E 484.32' S 00°44'45" E 123.49' N 01°11'30" W 210.10' N82°54'12"E 14
3
.
1
5
'
N79°33'53"
E
2
0
5
.
9
3
'
R=3036.17
L=127.18
CB=S77°44'20"W
C=127.17
N76°56'07
"
E
13.05'
R=3039.79'
L=490.48'
CB=S81°22'42"W
C=489.94'
S. H. 183 ( W.
A
I
R
P
O
R
T
F
R
E
E
W
A
Y
)N. BYERS STREET( 50' WIDTH R.O.W. )C7.02C7.0
4
C7.0
3
C7.0
7
C7.0
5
C7.0
7
LEGEND
PROPOSED EXPANSION JOINT
PROPOSED PAVEMENT SAW CUT
C6.0
PAVING PLAN
1 INCH = 30 FEET
GRAPHIC SCALE
0 303015
PAVING NOTES
1.ALL CONCRETE PAVEMENT TO BE AS FOLLOWS:
PARKING AREA 6" THICK CLASS "C" CONCRETE. PAVEMENT 4200 P.S.I. #4 REBAR @ 18" O.C. EACH WAY
PAVEMENT W/6" STABILIZED SUBGRADE
REPLACEMENT
PARKING AREA 2" THICK HMAC TYPE "D" OVERLAY OVER EXISTING PARKING AREAS
REMAINDER
SIDEWALK AREA 4" THICK CLASS "A" CONCRETE PAVEMENT 3500 P.S.I. #3 REBAR @ 18" O.C. EACH WAY
W/6" COMPACTED SUB-GRADE
2.REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT SHOULD CONSIST OF PORTLAND CEMENT CONCRETE
HAVING A 28-DAY COMPRESSIVE STRENGTH AS STATED ABOVE. THE MIX SHOULD BE DESIGNED IN
ACCORDANCE WITH THE A.C.I. CODE 318 USING 3 TO 6 PERCENT AIR ENTRAINMENT.
3.ALL REINFORCEMENT SHALL BE MINIMUM GRADE 60 IN ACCORDANCE WITH A.S.T.M. A-615. PLACE ALL
REINFORCING BARS ON PLASTIC CHAIRS TO POSITION THE STEEL AT APPROXIMATELY MID POINT IN THE SLAB.
OTHER TYPES OF SUPPORT (ROCKS, BRICKS, ETC.) ARE NOT ALLOWED.
4.SAWED CONTROL JOINTS SHALL BE PLACED AT 15' MAX. SPACING OR AS SHOWN ON THE PLAN. CONTROL
JOINTS SHALL BE SAWED WITHIN 3 HOURS AFTER PLACING CONCRETE. JOINTS SHALL BE PROPERLY CLEANED
AND SEALED AS SOON AS POSSIBLE AFTER JOINTS ARE CUT.
5.EXPANSION JOINT SPACING TO BE A MAXIMUM OF 60 FEET. CONTROL JOINTS FORMED BY SAWING ARE
RECOMMENDED EVERY 12 TO 15 FEET IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION.
6.ALL PAVEMENTS, SIDEWALKS AND AREA PAVEMENTS SHALL HAVE A MEDIUM BROOM FINISH.
7.THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN STAKING AND TO VERIFY PROJECT ELEVATIONS.
"MATCH EXISTING" SHALL BE UNDERSTOOD TO APPLY TO BOTH VERTICAL ELEVATION AND HORIZONTAL
ALIGNMENT.
8.ANY EXISTING SITE IMPROVEMENTS OR UTILITIES REMOVED, DAMAGED OR UNDERCUT BY THE CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND AS
APPROVED BY THE OWNER OF SUCH UTILITY. ANY SUCH REPAIR OR REPLACEMENT SHALL BE AT THE
CONTRACTOR'S SOLE EXPENSE.
9. STANDARD SUB-GRADE COMPACTION IS 98% (95% FOR SIDEWALK) STANDARD PROCTOR DENSITY AT MINUS 2%
TO PLUS 4% OF OPTIMUM MOISTURE TO THE DEPTH SPECIFIED. ALTERNATE ACCEPTABLE SUBSTITUTIONS FOR
SUB-GRADE STABILIZATION WHEN APPROVED BY THE CITY.
EULESS CONTROL MONUMENT E20
3-1/4 INCH DOMED BRASS DISK ON TOP OF A CONCRETE INLET AND WITNESS BY
AN ORANGE FIBERGLASS STAKE ON THE SOUTHWEST CORNER OF STATE
HIGHWAY 10 (EULESS BLVD - EAST BOUND LANE) & SOUTH MAIN STREET.
ELEVATION = 588.774'
EULESS CONTROL MONUMENT E13
3-1/4 INCH DOMED BRASS DISK SET ON TOP OF A CONCRETE INLET BY AN
ORANGE FIBERGLASS STAKE ON THE SOUTHWEST CORNER OF AIRPORT
FREEWAY (EASTBOUND SERVICE RD) AND HIGHWAY 157 (INDUSTRIAL BLVD).
ELEVATION = 550.491'
T H E S E P L A N S AR E I N S T R U M E N T S O F
P R O F E S S I O N A L S E R V I C E A N D A R E
P R O T E C T E D B Y C O M M O N L A W ,
S T A T U T O R Y A N D O T H E R R E S E R V E D
R IGH TS IN C LU D IN G C OPY RI G H T . TH EY
MAY NOT BE REPRODUCED OR USED FOR
AN Y PU RPOSE WITHOU T T HE WRITTEN
C O N SEN T O F TH E D I ME NS IO N G R O U P.
SHEET
MOTEL 6
110 WEST AIRPORT FREEWAY
EULESS, TEXAS 76039
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
CAUTION NOTICE TO CONTRACTORS
THE CONTRACTOR IS SPECIFICALLY CAUTIONED
THAT THE LOCATION AND / OR ELEVATION OF
THE EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUCH CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
R
CASE NO. 18-08-SUP
S 89°48'23" E 484.32' S 00°44'45" E 123.49' N 01°11'30" W 210.10' N82°54'12"E 14
3
.
1
5
'
N79°33'53"
E
2
0
5
.
9
3
'
R=3036.17
L=127.18
CB=S77°44'20"W
C=127.17
N76°56'07
"
E
13.05'
R=3039.79'
L=490.48'
CB=S81°22'42"W
C=489.94'
S. H. 183 ( W.
A
I
R
P
O
R
T
F
R
E
E
W
A
Y
)N. BYERS STREET( 50' WIDTH R.O.W. )C11.0
FIRE LANE EXHIBIT
1 INCH = 20 FEET
GRAPHIC SCALE
0 202010
T H E S E P L A N S AR E I N S T R U M E N T S O F
P R O F E S S I O N A L S E R V I C E A N D A R E
P R O T E C T E D B Y C O M M O N L A W ,
S T A T U T O R Y A N D O T H E R R E S E R V E D
R IGH TS IN C LU D IN G C OPY RI G H T . TH EY
MAY NOT BE REPRODUCED OR USED FOR
AN Y PU RPOSE WITHOU T T HE WRITTEN
C O N SEN T O F TH E D I ME NS IO N G R O U P.
SHEET
MOTEL 6
110 WEST AIRPORT FREEWAY
EULESS, TEXAS 76039
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
CAUTION NOTICE TO CONTRACTORS
THE CONTRACTOR IS SPECIFICALLY CAUTIONED
THAT THE LOCATION AND / OR ELEVATION OF
THE EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUCH CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
R
CASE NO. 18-08-SUP
EULESS CONTROL MONUMENT E20
3-1/4 INCH DOMED BRASS DISK ON TOP OF A CONCRETE INLET AND WITNESS BY
AN ORANGE FIBERGLASS STAKE ON THE SOUTHWEST CORNER OF STATE
HIGHWAY 10 (EULESS BLVD - EAST BOUND LANE) & SOUTH MAIN STREET.
ELEVATION = 588.774'
EULESS CONTROL MONUMENT E13
3-1/4 INCH DOMED BRASS DISK SET ON TOP OF A CONCRETE INLET BY AN
ORANGE FIBERGLASS STAKE ON THE SOUTHWEST CORNER OF AIRPORT
FREEWAY (EASTBOUND SERVICE RD) AND HIGHWAY 157 (INDUSTRIAL BLVD).
ELEVATION = 550.491'
A 4.12
A 4.0
A 4.0 2
1
A 4.1
1
A 5.0
4
POOL
AS 1.0
2
EXISTING
METER
EXISTING
TRANSFORMER
W . A I R P O R T F R E E W A Y
A 1.0
1
A 1.1
1 6’ - 0"2% MAX SLOPE
DN
EXISTING
POLE SIGN
7.5’ UTILITY EASEMENT
19’ EASEMENT & RIGHT OF WAY5’ EASEMENTEXISTING 8’-0"
BLOCK WALL
7.5’ UTILITY EASEMENT19’ EASEMENT & RIGHT OF WAY
7.5’ BUILDING SETBACK
2 0 ’’ BU I L D I N G L I N E20’’ BUILDING LINE15’ BUILDING SETBACKEXISTING
TRASH ENCLOSURE
5’ EASEMENT
26’ EMERGENCY ACCESS DRAINAGE
&
UTILITY EASEMENT
RE: CIVIL
26’ EMERGENCY ACCESS DRAINAGE & UTILITY EASEMENTRE: CIVIL5 ’ S I D E W A L KEXISTING SIDEWALK23’ - 3"20’ - 0"26’ - 10 1/4"
16’ - 0"
DN
2% MAX SLOPE
DN5’ - 0"1 RE-STRIPE EXISTING SPACES. STRIPE NEW PAVING FOR ACCESSIBLE AND STANDARD
PARKING SPACES.
POUR NEW SIDEWALK SURROUNDING NEW OFFICE AREA. ACCESSIBLE ROUT TO BE
DETERMINED BY PUBLIC SIDEWALK LOCATION.
DEMO EXISTING CONSTRUCTION FENCE AFTER CONSTRUCTION IS COMPLETE.
PROVIDE NEW CONCRETE PAVING, CURB RAMPS ETC. AS INDICATED.
ADA RAMP. MAX 2% SLOPE
ARCHITECTURAL SITE PLAN KEYED NOTES
2
3
4
5
5
2 4
3
2
11
1
4
54
2.
1.CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES IMMEDIATELY.
ALL DIMENSIONS TO FINISH FACE OR GUIDELINE UNLESS
OTHERWISE NOTED.
BUILDING ADDRESS MUST BE PROVIDED ON THE BUILDING FRONT
FACADE AS REQUIRED. RE: 1-A 4.0
REFERENCE FLOOR PLAN FOR ALL BUILDING DIMS OTHER THAN
OVERALL DIMENSIONS PROVIDED HERE.
ALL PROTRUDING OBJECTS MUST COMPLY WITH TAS SECTION
1003.3
PROVIDE TACTILE / BRAILLE EXIT SIGNS AT ALL EXTERIOR DOORS.
GENERAL NOTES
3.
4.
5.
6.
48’ - 6"
45’ - 0"
TYPICAL
7’ - 6"11’ - 6"0’ - 6"0’ - 8"1’ - 2"1’ - 0"2’ - 0 1/2"10’ - 5 1/2"3A 4.1ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING10755 SANDHILL ROAD, DALLAS, TEXAS 75238TEL: 214-343-9400www.dimensiongrp.comTDG # :
Plot Date
Drawn by
Checked by
REVISIONS
G6 HOSPITALITY, LLC
4001 INTERNATIONAL PARKWAY
CARROLTON, TX 75007
O: 972.360.9000 | F: 792.789.0150
A
T
TS XETEFO SACHARLES A HO
F
FMANNREGIS139 8 7TEREDAR
C
H
I
TECTSEAL DATE: 05.08.18CHARLES A HOFFMANN
AIA
ARCHITECT
17-577
06/06/2018
JKA
MRO
ARCHITECTURAL
SITE PLAN110 W. AIRPORT FRWYEULESS, TX 760391" = 20’-0"1 SITE
2 AWNING PLAN
1/4" = 1’-0"
NORTH
No.Description Date
1 CITY COMMENTS 06/05/2018
T.O.SLAB
0’ -0"
2nd FLOOR
8’ -10 1/2"
B.O. ROOF
17’ -4 1/2"
A 4.1
3MATCH EXISTING5’ - 0"3’ - 6"0’ - 10 1/2"8’ - 0"A 4.1
5
12’ - 10"B.O. STOREFRONT7’ - 10"MATCH EXISTNG
1 1
A 7.0
3
A 4.1
4
Sim
2.
1.G.C. TO PAINT AND POWER WASH & PAINT ALL EXTERIOR WALLS.
G.C. TO PAINT ALL SITE SIGN POLES TO MATCH BUILDING.
GENERAL NOTES
3.G.C. TO PAINT ALL GUTTERS & DOWN POUTS TO MATCH BUILDING.
4.G.C. TO PAINT NEW AND EXISTING DOOR FRAMES TO MATCH
BUILDING.
5.G.C. TO PAINT ALL GUEST ROOMS.
6.G.C. TO INSTALL NEW ROOF.
7.G.C. TO INSTALL NEW RAILING & GUARDRAIL.
MISCELLANEOUS
A.SEE SHEET A6.0 "WINDOW TYPES" FOR WINDOW ELEVATIONS.
B.SEE SCOPE OF WORK FOR RESPONSIBILITIES.
SEALERS (REFER TO SPECS)
A.SEALANT AT ALL WALL AND ROOF PENETRATIONS.
B.SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND
JAMB. DO NOT SEAL SILL AT WINDOWS.
LEGEND
EXISTING STUCCO FINISH. PAINT EPT-1
CLOSE OPENINGS & PAINT, EPT-1
8.REFER TO SHEET A 5-1 FINISH SCHEDULE FOR
FINISHES.
1 G.C. TO INSTALL NEW HAND & GUARD RAIL. RE: _A4.0
G.C. TO INSTALL NEW AWNING.
EXISTING STAIRS TO REMAIN. PAINT TO MATCH BUILDING.
G.C. TO INSTALL NEW POOL ENCLOSURE AS SHOWN.
G.C. TO INSTALL NEW WOOD SLAT SYSTEM AT SOFFIT.
TYP.
G.C. TO CONSTRUCT NEW STAIR ENCLOSURE. RE: 1/A3.1
& 2/A3.1
G.C. TO INSTALL NEW STOREFRONT SYSTEM.
G.C. TO INSTALL STANDING SEAM ROOF. MATCH
EXISTING PITCH AND HEIGHT.
G.C. TO INSTALL NEW WALLS TO COMPLETELY FILL
OPENINGS @ EXTERIOR LOCATIONS. RE: A1.0 / A1.1
G.C. TO INSTALL NEW DOOR. RE: A1.0 / A1.1
G.C. TO INSTALL BUILDING ADDRESS IN NUMBERS THAT
ARE A MINIMUM OF 8" TALL, OF A COLOR THAT
CONTRASTS WITH THE BACKGROUND THAT THEY ARE
MOUNTED ON, AND ARE TO BE ILLUMINATED EITHER BY
AN INTERNAL OR EXTERNAL SOURCE.
KEYED NOTES
2
3
4
5
6
7
8
1
2
3
3
3
3
4
5
5
5
5
5
5
9
6
5
6
9
7
5
5
9 9
9
99
10
10 10
8
8
6
8
8
8
77
11
7
EPT-1
EPT-1
EPT-1
P-1
RL-1
RL-1
RL-1
PT-5
PT-4
EPT-1
EPT-1 EPT-1
RL-1
E-1
WV-1
WV-1
WV-1
WV-1
WV-1
WV-1
WV-1
WV-1
WV-1
R-1
R-1 R-1
R-1
R-2
R-1
RL-1 RL-1
RL-1
RL-1
RL-1 RL-1
EPT-2 EPT-2
PT-5
T.O.SLAB
0’ -0"
2nd FLOOR
8’ -10 1/2"
B.O. ROOF
17’ -4 1/2"MATCH EXISTING5’ - 0"3’ - 6"0’ - 10 1/2"8’ - 0"A 4.1
5
Sim
2’ - 5"4’ - 0"3’ - 2"2
2
33 ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING10755 SANDHILL ROAD, DALLAS, TEXAS 75238TEL: 214-343-9400www.dimensiongrp.comTDG # :
Plot Date
Drawn by
Checked by
REVISIONS
G6 HOSPITALITY, LLC
4001 INTERNATIONAL PARKWAY
CARROLTON, TX 75007
O: 972.360.9000 | F: 792.789.0150
A
T
TS XETEFO SACHARLES A HO
F
FMANNREGIS139 8 7TEREDAR
C
H
I
TECTSEAL DATE: 05.08.18CHARLES A HOFFMANN
AIA
ARCHITECT
17-577
06/06/2018
JKA
MRO
EXTERIOR
ELEVATIONS110 W. AIRPORT FRWYEULESS, TX 760393/16" = 1’-0"1 SOUTH ELEVATION
3/16" = 1’-0"2 WEST ELEVATION
1
1
No.Description Date
1 CITY COMMENTS 06/05/2018
T.O.SLAB
0’ -0"
2nd FLOOR
8’ -10 1/2"
B.O. ROOF
17’ -4 1/2"8’ - 0"0’ - 10 1/2"3’ - 6"5’ - 0"MATCH EXISTINGEXIST.
MATCH
EXIST.
MATCH
7’ - 2"A 4.1
3
Sim
3’ - 2"22
T.O.SLAB
0’ -0"
2nd FLOOR
8’ -10 1/2"
B.O. ROOF
17’ -4 1/2"
A 4.1
4
12’ - 10"B.O. STOREFRONT7’ - 10"TYPICAL
7’ - 6"4’ - 10"5’ - 0"3’ - 6"0’ - 10 1/2"8’ - 0"45’ - 0"
1
T.O.SLAB
0’ -0"
2nd FLOOR
8’ -10 1/2"
B.O. ROOF
17’ -4 1/2"
6
12
0’ - 6 1/8"
0’ - 7 1/4"
TYP.
0’ - 1"3’ - 4"7’ - 9 1/2"0’ - 7 1/4"5’ - 7 3/4"0’ - 7 1/4"14’ - 0 1/2"A 8.0
11
A 8.0
9
T.O.SLAB
0’ -0"
2nd FLOOR
8’ -10 1/2"
B.O. ROOF
17’ -4 1/2"3’ - 4"7’ - 9 1/2"0’ - 7 1/4"5’ - 7 3/4"0’ - 6 1/4"
12’ - 7 1/2"
0’ - 1"
12’ - 5 1/2"
0’ - 1"0’ - 6 1/2"T.O.SLAB
0’ -0"
T.O.
STRUCTURE
11’ - 5"
11’ - 6"
12’ - 6"
8" x 6"
STEEL COLUMN
8" x 6"
STEEL I-BEAM
8" x 6" TAPERED
STEEL I-BEAM0’ - 8"0’ - 3 1/4"10’ - 0 1/2"1’ - 4 1/2"1’ - 2"
TYP.
2’ - 0"
1’ - 8 1/2"
CONCRETE BASE
RE: STRUCT
TRANSLUCENT ROOF
RE: MANUFACTURER
T.O.SLAB
0’ -0"
2nd FLOOR
8’ -10 1/2"
B.O. ROOF
17’ -4 1/2"
2.
1.G.C. TO PAINT AND POWER WASH & PAINT ALL EXTERIOR WALLS.
G.C. TO PAINT ALL SITE SIGN POLES TO MATCH BUILDING.
GENERAL NOTES
3.G.C. TO PAINT ALL GUTTERS & DOWN POUTS TO MATCH BUILDING.
4.G.C. TO PAINT NEW AND EXISTING DOOR FRAMES TO MATCH
BUILDING.
5.G.C. TO PAINT ALL GUEST ROOMS.
6.G.C. TO INSTALL NEW ROOF.
7.G.C. TO INSTALL NEW RAILING & GUARDRAIL.
MISCELLANEOUS
A.SEE SHEET A6.0 "WINDOW TYPES" FOR WINDOW ELEVATIONS.
B.SEE SCOPE OF WORK FOR RESPONSIBILITIES.
SEALERS (REFER TO SPECS)
A.SEALANT AT ALL WALL AND ROOF PENETRATIONS.
B.SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND
JAMB. DO NOT SEAL SILL AT WINDOWS.
LEGEND
EXISTING STUCCO FINISH. PAINT EPT-1
CLOSE OPENINGS & PAINT, EPT-1
8.REFER TO SHEET A 5-1 FINISH SCHEDULE FOR
FINISHES.DEMOLITION LEGEND
EXTERIOR WALL TO BE DEMOLISHED
ROOF & SOFFIT TO BE DEMOLISHED
D1 G.C. TO COMPLETELY REMOVE EXISTING
STAIR ENCLOSURE.
G.C. TO DEMOLISH ROOF AT STAIR
ENCLOSURE.
G.C. TO PATCH & REPAIR BUILDING ROOF
WHERE NECESSARY .
CONCRETE TO BE FILLED, PATCHED,
REPAIRED 7 LEVELED TO FINISHED
HEIGHT OF EXISTING SLAB.
DEMOLITION KEYED NOTES
D2
D3
D4
D1
D2
D3
D2
1 G.C. TO INSTALL NEW HAND & GUARD RAIL. RE: _A4.0
G.C. TO INSTALL NEW AWNING.
EXISTING STAIRS TO REMAIN. PAINT TO MATCH BUILDING.
G.C. TO INSTALL NEW POOL ENCLOSURE AS SHOWN.
G.C. TO INSTALL NEW WOOD SLAT SYSTEM AT SOFFIT.
TYP.
G.C. TO CONSTRUCT NEW STAIR ENCLOSURE. RE: 1/A3.1
& 2/A3.1
G.C. TO INSTALL NEW STOREFRONT SYSTEM.
G.C. TO INSTALL STANDING SEAM ROOF. MATCH
EXISTING PITCH AND HEIGHT.
G.C. TO INSTALL NEW WALLS TO COMPLETELY FILL
OPENINGS @ EXTERIOR LOCATIONS. RE: A1.0 / A1.1
G.C. TO INSTALL NEW DOOR. RE: A1.0 / A1.1
KEYED NOTES
2
3
4
5
6
7
8
1
2
5
5
9
7
1
10
2
2
3
3
3
5
6
5
6
5
6
5
58
8 8
8
8
9 9
9
10
7
R-1
R-1
R-1
R-1
R-1
WV-1
WV-1
WV-1
WV-1
WV-1
WV-1WV-1
RL -1
RL -1
EPT-1 RL -1 RL -1
RL -1
EPT-1
EPT-1
EPT-1
PT-4
PT-5
RL -1
EPT-1
EPT-2
( FRAME )ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING10755 SANDHILL ROAD, DALLAS, TEXAS 75238TEL: 214-343-9400www.dimensiongrp.comTDG # :
Plot Date
Drawn by
Checked by
REVISIONS
G6 HOSPITALITY, LLC
4001 INTERNATIONAL PARKWAY
CARROLTON, TX 75007
O: 972.360.9000 | F: 792.789.0150
A
T
TS
XETEFO SACHARLES A HO
FFMANNREGIS139 8 7TEREDARC
H
I
TECTSEAL DATE: 05.08.18CHARLES A HOFFMANN
AIA
ARCHITECT
17-577
06/06/2018
JKA
MRO
EXTERIOR
ELEVATIONS110 W. AIRPORT FRWYEULESS, TX 760393/16" = 1’-0"1 NORTH ELEVATION
3/16" = 1’-0"2 EAST ELEVATION
1/4" = 1’-0"4 EAST ELEVATION @ STAIRCASE
1/4" = 1’-0"5 SOUTH ELEVATION @ STAIRCASE
1/4" = 1’-0"3 AWNING ELEVATION
1/4" = 1’-0"6 DEMO ELEVATION @ STAIRCASE TYP.
No.Description Date
Fuller AdditionPlat Rec. Vol. 388-11, Page 41Now or Formerly:David V. & Cindy L. Eteaki, EtuxVolume 10624 Page 2032APN: 14890--1Observed Use: Residential2Now or Formerly:Sarah S. ChandlerVolume 12219 Page 1355APN: 14890--2Use: Residential3Now or Formerly:Jack D. Klaus, Jr. & Patricia K. KlausVolume 7148 Page 1916APN: 14890--3Use: Residential4Now or Formerly:Bruce G. Kryzer IIInstrument # D204398771APN: 14890--4-10Use: Residential5Now or Formerly:Rodney & Tina Moser, EtuxInstrument # D207030257APN: 14890--5Use: Residential6Now or Formerly:James Richard AlbrightVolume 14117 Page 275APN: 14890--6A-AUse: Residential7-RNow or Formerly:Hoodbro Enterprises, Inc.Instrument # D204238336APN: 14890--7RUse: Commercial8Now or Formerly:Michael & Linda HillInstrument # D207073565APN: 14890--8-71Use: Commercial W. AIRPORT FREEWAY N. BYERS STREET( 50' WIDTH R.O.W. )W. FULLER DRIVE( 50' WIDTH R.O.W. )POOLEXISTINGMETEREXISTINGTRANSFORMER2% MAX SLOPEDNEXISTINGPOLE SIGN7.5' UTILITY EASEMENT19' EASEMENT & RIGHT OF WAY5' EASEMENTEXISTING 8'-0"BLOCK WALL7.5' UTILITY EASEMENT19' EASEMENT & RIGHT OF WAY7.5' BUILDING SETBACK20'' BUILDING LINE20'' BUILDING LINE
15' BUILDING SETBACK EXISTINGTRASH ENCLOSURE5' EASEMENT26' EMERGENCY ACCESS DRAINAGE&UTILITY EASEMENTRE: CIVIL26' EMERGENCY ACCESS
DRAINAGE &
UTILITY EASEMENT
RE: CIVIL5' SIDE WALKEXISTING SIDEWALK
DN2% MAX SLOPEDNCM9NPH98AJ175LO3CE6CE3CM8SOLID SOD BERMUDA GRASSTYPICAL FOR ALL TURF AREASSOLID SODBERMUDA GRASSREPAIR TURF ALONG R.O.W AT THAT IS DAMAGEDDUE TO CONSTRUCTION AS NEEDEDREPAIR TURF ALONG R.O.W AT THAT IS DAMAGEDDUE TO CONSTRUCTION AS NEEDEDAJ661ISSUE:DATE:SHEET NAME:SHEET NUMBER:CH
R
I
STRONZANOSTATEOFTEX
A
S
TCETHIRCAEPACSDNALDE
E
GEISR
R
T
220406.12.2018150306001 LANDSCAPE PLANSCALE 1"=30'-0"06.12.2018LANDSCAPE PLANL.1FOR APPROVAL 11.01.2017MOTEL 6
110 WEST AIRPORT FREEWAY
EULESS, TEXAS 76039 SOLID SOD NOTESLANDSCAPE NOTES1FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED.LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURFAREAS.2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROMBUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOMOF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND.3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TOCOORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER.4.CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTIONMANAGER FOR AVAILABILITY OF EXISTING TOPSOIL.5.PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY.INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BYHAND WITH TOPSOIL TO FILL VOIDS.6.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREEFROM UNNATURAL UNDULATIONS.7.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES.8.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION.9.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY.10.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1,ALL SOD AREAS TO BE OVER-SEEDED WITH WINTER RYEGRASS, ATA RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET.1.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITEELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS.2.CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUNDUTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS.CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THEVICINITY OF UNDERGROUND UTILITIES.3.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIREDLANDSCAPE AND IRRIGATION PERMITS.4.CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALLSTRUCTURES.5.ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEELEDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS ORCURBS.6.ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH ANUNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALLINCLUDE RAIN AND FREEZE SENSORS.7.ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESSOTHERWISE NOTED ON THE DRAWINGS.1.FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVILPLANS.2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND.3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUMOF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER.4.IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR.5.ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'SCONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION.6.ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION7.CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ONALL AREAS TO RECEIVE LAWN.GENERAL LAWN NOTESBOTANICAL NAMEUlmus crassifoliaLagerstroemia indicaQuercus virginianaCOMMON NAMECedar ElmCrepe MyrtleLive OakSIZE3" cal.6' ht.3" cal.PLANT MATERIAL SCHEDULEREMARKSB&B, 13' ht., 5' spread min., 5' clear trunkcontainer, 3-5 trunks, 4' spread min.,tree formcontainer, 14' ht., 6' spread, 5' clear straight trunkQTY9173TREESSHRUBSGROUNDCOVERSBOTANICAL NAMETrachelospermum asiaticumCynodon dactylon '419'COMMON NAMEAsian Jasmine'419' BermudagrassSIZE1 gal.REMARKScontainer, 5- 12" runners min., 12" o.c.Solid Sod refer to notesTYPECECMLOQTY836TYPEAJBOTANICAL NAMEIlex cornuta "Needlepoint'COMMON NAMENeedlepoint HollySIZE5 gal.REMARKScontainer, 24" ht., 20" spreadQTY.98TYPENPHNOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plantmaterial shall meet or exceed remarks as indicated. All trees to have straight trunks and be matchingwithin varieties.LANDSCAPE ARCHITECTSTUDIO GREEN SPOT, INC.1333 W. McDERMOTT DR.ALLEN, TEXAS 75013(469) 369-4448CHRIS@STUDIOGREENSPOT.COMLANDSCAPE TABULATIONSStreet yard Landscape-(Street yard area 31,737s.f.)Requirement:15% of street yard to be landscape area. (10) 3" caliper trees plus (1) tree per 2000 s.f. ofstreet yard over 10,000 s.f. (2) 6' ht. ornamental trees per may be substituted for 3" calipertrees. Not more that 12 of the required trees can be ornamental trees.(1) shrub per 50 s.f. of required street yard and 10% of required street yard area to beground cover.Required4,760 s.f. (15%)(21) trees, 3" cal.(96) shrubs, 5 gal.(476) s.f. of groundcoverParking lot (121 spaces)Requirement: 90 s.f. of landscape area for every 12 parking spacesRequired908 s.f.Provided4,810 s.f. (15%)(12) trees, 3 cal.(17) ornamental trees, 6' ht.(98) shrubs, 5 gal.(836) s.f. of groundcoverProvided1,078 s.f.LAWN REPAIR NOTES1.ALL LAWN AREAS DAMAGED DURING CONSTRUCTION TO BEREPAIRED WITH SOLID SOD AND RAKED FREE OF DEBRIS.2.ADJUST DAMAGED AREAS TO ACHIEVE POSITIVE DRAINAGE AWAYFROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP ANDBOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECTIRREGULARITIES AND AREAS WHERE WATER MAY STAND.3.ALL AREAS TO BE REPAIRED MUST BE PLANTED BY HAND TO COVERAREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOPDRESS JOINTS BY HAND WITH COMPOST TO FILL VOIDS.4.ROLL REPAIRED AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE,FREE FROM UNNATURAL UNDULATIONS.CITY COMMENTS 01.15.2018PLAN SITE 06.12.2018