02.19.19 PZ Packet
]
1. Call to Order / Roll Call
2. Pledge of Allegiance.
3. CONSENT AGENDA
(Items placed on the Consent Agenda are considered routine in nature and are considered non-controversial.
The Consent Agenda can be acted upon in one motion. A Planning & Zoning Commissioner may remove any
item for discussion and separate action. Planning & Zoning Commissioners may vote nay on any single item
without comment and may submit written comments as part of the official record.)
3a. Consider and act upon minutes from the February 5, 2019, Planning & Zoning
Commission Regular meeting.
3b. Consider and act upon a Site Plan for a Convenience Store and Restaurant with Gas
Pumps (7-Eleven), on 1.4± acres, located on southwest corner of Preston Road and
Frontier Parkway. The property is zoned Planned Development-10 (PD-10). (D18-0127).
3c. Consider and act upon a Final Plat for Victory at Frontier, Block A, Lot 2, on 1.4± acres,
located on the southwest corner of Preston Road and Frontier Parkway. The property is
zoned Planned Development-10 (PD-10). (D18-0128).
3d. Consider and act upon a Final Plat for Lakewood, Phase 2, Block A, Lots 1-7, 1X and 2X,
and Block B, Lots 1-6, and 1X, for 13 single family residential lots and three (3) HOA/open
space lots, on 3.6± acres, located on the east side of Lakewood Drive, north of US 380.
The property is zoned Planned Development-87 (PD-87). (D18-0130).
3e. Consider and act upon a Final Plat for the Prosper School Church Addition, Block A, Lot
1, on 30.9± acres, located on the north side of Fishtrap Road, east of Teel Parkway. The
property is zoned Agricultural (A). (D18-0132).
3f. Consider and act upon a Final Plat/Conveyance Plat for Sexton Farm and Ranch, Block
A, Lots 1-3, on 58.9± acres, located on the north side of First Street, west of Coit Road.
The property is zoned Agricultural (A). (D19-0010).
3g. Consider and act upon a Site Plan for a Sit-Down Restaurant (IHOP), on 1.4± acres,
located on the north side of US 380, west of Coit Road. The property is zoned Planned
Development-2 (PD-2). (D19-0011).
3h. Consider and act upon a Final Plat for Prosper Commons, Block B, Lot 3, on 1.4± acres,
located on the north side of US 380, west of Coit Road. The property is zoned Planned
Development-2 (PD-2). (D19-0012).
AGENDA
Regular Meeting of the
Prosper Planning & Zoning Commission
Prosper Town Hall
Council Chambers
200 S. Main Street, Prosper, Texas
Tuesday, February 19, 2019, 6:00 p.m.
Prosper is a place where everyone matters.
3i. Consider and act upon a Conveyance Plat for Prosper School Church Addition, Block A,
Lots 1-3, on 56.1± acres, located on the north side of Fishtrap Road, east of Teel Parkway.
The property is zoned Agricultural (A). (D19-0013).
3j. Consider and act upon a Site Plan for a Bank with Drive-Through (Farmers Bank & Trust),
on 1.0± acre, located on the east side of Preston Road, south of Prosper Trail. The
property is zoned Retail (R). (D19-0016).
3k. Consider and act upon a Final Plat for North Preston Village, Block A, Lot 3, on 1.0± acre,
located on the east side of Preston Road, south of Prosper Trail. The property is zoned
Retail (R). (D19-0017).
REGULAR AGENDA
If you wish to address the Planning & Zoning Commission during the regular agenda, please fill out a “Speaker
Request Form” and present it to the Chair prior to the meeting. Citizens wishing to address the Planning &
Zoning Commission for items listed as public hearings will be recognized by the Chair. Those wishing to
speak on a non-public hearing related item will be recognized on a case-by-case basis, at the discretion of
the Planning & Zoning Commission.
4. Consider and act upon a request for a Façade Exception for 7-Eleven in Victory at Frontier,
located on the southwest corner of Preston Road and Frontier Parkway. (MD19-0001).
5. Conduct a Public Hearing, and consider and act upon a request to amend Planned
Development-75 (PD-75), generally to modify the Office District, on 67.7± acres, located
on the northwest corner of Prosper Trail and Dallas Parkway. (Z18-0019).
6. Review actions taken by the Town Council and possibly direct Town Staff to schedule
topic(s) for discussion at a future meeting.
7. Adjourn.
Note: The order in which items are heard on the agenda is subject to change.
CERTIFICATION
I, the undersigned authority, do hereby certify that this Notice of Meeting was posted at Prosper Town Hall,
located at 200 S. Main Street, Prosper, Texas 75078, a place convenient and readily accessible to the
general public at all times, and said Notice was posted by 5:00 p.m., on Friday, February 15, 2019, and
remained so posted at least 72 hours before said meeting was convened.
_______________________________ _________________________
Lauren Field, Deputy Town Secretary Date Notice Removed
Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult
in closed session with its attorney and to receive legal advice regarding any item listed on this agenda.
NOTICE
Pursuant to Town of Prosper Ordinance No. 13-63, all speakers other than Town of Prosper staff are limited
to three (3) minutes per person, per item, which may be extended for an additional two (2) minutes with
approval of a majority vote of the Town Council.
NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Town Hall is wheelchair accessible. For
special services or assistance, please contact the Town Secretary’s Office at (972) 569-1011 at least 48
hours prior to the meeting time.
Page 1
]
1. Call to Order / Roll Call
The meeting was called to order at 6:00 p.m.
Commissioners present: Chairman Charles Cotten, Vice-Chairman Bobby Atteberry, Secretary
Brandon Daniel, Amy Bartley, Joe Grinstead, Chris Long, and Sarah Peterson.
Staff present: Hulon Webb, Executive Director of Development and Community Services; Alex
Glushko, Planning Manager; Scott Ingalls, Senior Planner; and Evelyn Mendez, Planning
Technician.
2. Recitation of the Pledge of Allegiance.
3. CONSENT AGENDA
3a. Consider and act upon minutes from the January 15, 2019, Planning & Zoning
Commission Regular meeting.
3b. Consider and act upon a Final Plat for Windsong Ranch Marketplace, Block A, Lot
10, on 11.1± acres, located north of US 380 and west of Windsong Parkway. The
property is zoned Planned Development-40 (PD-40). (D18-0093).
3c. Consider and act upon a Site Plan for a beauty salon, on 0.4± acre, located at 306
E. Broadway Street, west of Church Street. The property is zoned Downtown Office
(DTO). (D18-0129).
3d. Consider and act upon a Final Plat for Windsong Ranch, Phase 2C-2, for 154
townhouse lots, nine (9) single family lots, and nine (9) HOA/open space lots, on
21.4± acres, located on the west side of Teel Parkway, south of Fishtrap Road. The
property is zoned Planned Development-40 (PD-40). (D18-0136).
3e. Consider and act upon a Site Plan for three (3) office buildings, in Windmill Hill, on
9.9± acres, located on the south side of Broadway Street, west of Preston Road.
The property is zoned Planned Development-93 (PD-93). (D19-0002).
3f. Consider and act upon a Final Plat for Windmill Hill, Block A, Lot 1, on 9.9± acres,
located on the south side of Broadway Street, west of Preston Road. The property
is zoned Planned Development-93 (PD-93). (D19-0003).
3g. Consider and act upon a Conveyance Plat for Windmill Hill, Block A, Lots 1 and 2,
on 11.8± acres, located on the southwest corner of Broadway Street and Preston
Road. The property is zoned Planned Development-93 (PD-93). (D19-0004).
3h. Consider and act upon a Site Plan for Windsong Ranch Phase 2C-2, on 21.4± acres,
located on the west side of Teel Parkway, south of Fishtrap Road. The property is
zoned Planned Development-40 (PD-40). (D19-0005).
MINUTES
Regular Meeting of the
Prosper Planning & Zoning Commission
Prosper Town Hall
Council Chambers
200 S. Main Street, Prosper, Texas
Tuesday, February 5, 2019, 6:00 p.m.
Prosper is a place where everyone matters.
Page 2
Commissioner Bartley requested Item 3c. be pulled from the Consent Agenda.
Motioned by Atteberry, seconded by Bartley, to approve Items 3a., 3b., 3d., 3e., 3f., 3g., and 3h.
on the Consent Agenda, subject to Town staff recommendations. Motion approved 7-0.
Bartley: Inquired about the beauty salon operations and information regarding the proposed
parking.
Glushko: Provided information on the required parking ratio and parking regulations in the
Downtown Office (DTO) District.
Ben Hammond (Property Owner): Provided information regarding the beauty salon operation.
Matt Moore (Applicant): Indicated intent to work with staff to provide additional parking spaces
and/or paving, if possible.
Motioned by Bartley, seconded by Grinstead, to approve Item 3c., subject to Town staff
recommendations. Motion approved 7-0.
REGULAR AGENDA
4. Conduct a Public Hearing, and consider and act upon a request to amend Planned
Development-75 (PD-75) generally to modify the office tract, on 67.6± acres, located
on the northwest corner of the Dallas Parkway and Prosper Trail. (Z18-0019).
Ingalls: Recommended the Commission table the item and continue the Public Hearing to the
February 19, 2019, Planning & Zoning Commission meeting, to allow time for the applicant to
address staff comments.
Motioned by Atteberry, seconded by Long, to table Item 4 and continue the Public Hearing to the
February 19, 2019, Planning & Zoning Commission meeting. Motion approved 7-0.
5. Consider and act upon a Site Plan for Prosper ISD Middle School No. 4, on 31.2±
acres, located on the north side of Fishtrap Road, east of Teel Parkway. The
property is zoned Agricultural (A). (D18-0131).
Ingalls: Summarized the request and presented exhibits provided by the applicant, including the
proposed solid living screening in lieu of a masonry wall.
Daniel: Requested more information regarding the temporary buildings shown on the Site Plan.
Tom Rutledge (Applicant): Provided general information about the proposed Site Plan.
Dr. Greg Bradley (PISD Asst. Superintendent): Provided an overview of the District’s plan for
growth and the possible need for additional temporary buildings in the future.
Commissioners voiced support for the project, and solid living screening in lieu of a masonry wall.
Motioned by Grinstead, seconded by Daniel, to approve Item 5, including solid living screening in
lieu of a masonry wall, subject to Town staff recommendations. Motion approved 7-0.
Page 3
6. Conduct a Public Hearing and consider and act upon a Replat for Whispering
Farms, Phase 1, Block A, Lots 8 and 9, for two (2) single family residential lots, on
3.4± acres, located at 2540 and 2541 Westview Court. The property is zoned
Planned Development-5-Single Family-15 (PD-5-SF-15). (D18-0135).
Glushko: Summarized the request and presented exhibits provided by the applicant.
Chairman Cotten opened the Public Hearing.
There being no speakers the Public Hearing was closed.
Motioned by Atteberry, seconded by Long, to approve Item 6, subject to Town staff
recommendations. Motion approved 7-0.
7. Conduct a Public Hearing, and consider and act upon a request to rezone a portion
of Planned Development-3 (PD-3) to Planned Development-Office (PD-O), on 12.9±
acres, located south of Prosper Trail, east of Cook Lane. (Z18-0018).
Ingalls: Summarized the request and presented exhibits, noting the project phasing, proposed
access to the subject property, screening, and communication towers.
Cotten: Inquired about the timing of construction, as well as proposed screening.
Chairman Cotten opened the Public Hearing.
There being no speakers the Public Hearing was closed.
Motioned by Long, seconded by Bartley, to approve Item 7, subject to Town staff
recommendations. Motion approved 7-0.
8. Review actions taken by the Town Council and possibly direct Town Staff to
schedule topic(s) for discussion at a future meeting.
Glushko: Provided a summary of recent action taken by Town Council.
9. Adjourn.
Motioned by Atteberry, seconded by Grinstead, to adjourn. Motion approved 7-0 at 6:35 p.m.
___________________________________ ______________________________________
Evelyn Mendez, Planning Technician Brandon Daniel, Secretary
Page 1 of 1
To: Planning & Zoning Commission Item No. 3b
From: Pamela Clark, Planning/GIS Specialist
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Site Plan for a Convenience Store and Restaurant with Gas Pumps (7-
Eleven), on 1.4± acres, located on southwest corner of Preston Road and Frontier Parkway.
The property is zoned Planned Development-10 (PD-10). (D18-0127).
Description of Agenda Item:
The Site Plan shows a 6,487 square foot convenience store and restaurant with gas pumps.
Access is provided from Preston Road and Frontier Parkway. Adequate parking has been
provided. The Site Plan conforms to the PD-10 development standards.
As companion items, the Final Plat for Victory at Frontier, Block A, Lot 2 (D18-0128) and a
request for a Façade Exception for 7-Eleven (MD19-0001), are on the February 19, 2019,
agenda.
Attached Documents:
1. Location Map
2. Site Plan
Town Staff Recommendation:
Town staff recommends approval of the Site Plan subject to:
1. Planning & Zoning Commission and Town Council approval of a Façade Exception.
2. Town staff approval of civil engineering, irrigation plans, open space plans, and address
plans.
3. Town staff approval of all fire hydrants, fire department connections (FDC) and fire lanes,
including widths, radii, and location.
Prosper is a place where everyone matters.
PLANNING
D18-0127
FRONTIER PKWY
PRESTON RDCHEYENNE DRLARIAT DRPRESTON RD±0 210 420105
Feet
FOOD/BEVMERCHFOOD/BEVMERCH
SWITCHGEAR & METER
PROPANECAGE
BULKCO2
TRASH RECYCLE
USED COOKING OIL
DRAINAGE & SANITARYSEWER EASEMENTDOC. NO. 2018-699
P.R.C.C.T.
10' WATER EASEMENT
DOC. NO. 20080623000754670R.P.R.C.C.T.
24' DRAINAGE & SANITARYSEWER EASEMENT
DOC. NO. 2018-699P.R.C.C.T.FRONTIER PARKWAYN. PRESTON ROAD
(STATE HIGHWAY 289)
LOT 3, BLOCK A
VICTORY AT FRONTIERDOC. NO. 2018-699
P.R.CC.T.
LOT 3, BLOCK A
VICTORY AT FRONTIERDOC. NO. 2018-699
P.R.CC.T.
LOT 2, BLOCK A
59,998 SQ.FT.
1.377 ACRES
VICTORY AT FRONTIER
DOC. NO. 2018-699
P.R.CC.T.
30' RIGHT-OF-WAY DEDICATION
DOC. NO. 2018-699P.R.C.C.T.DN88°35'36"W263.84'N0°15'13"E 237.43'S89°53'39"E211.81'S1°23'32"W 117.44'
S4°45'06"E 100.58'
S44°42'27"E11.61'FH20'6.5'59.32'20'12'12'9'5'11'
9'TYP.
120.66'
4.9'
12'12'16'9'TYP.
17.47'
1.55'
24'20'30.5'
30' BUILDING LINE /LANDSCAPE
SETBACK
24'36'30'152.04'12.34'
6'
18'
20'9'TYP.24'R10'55.18'10'5'10'
20.1'
17.13'164.37'39.4'30' BUILDING LINE /LANDSCAPESETBACK93.4'40.5'29.17'24'FIRE LANE /ACCESS, DRAINAGE UTILITY ESMT.24'FIRE LANE /
ACCESS, DRAINAGE UTILITY ESMT.
PROPOSED 6,487 SF BUILDING(GAS STATION: 4,971 SF)
( RESTAURANT 1,516 SF)(OUTDOOR DINING: 510 SF)FFE=524.75
5'
25' WATER ESMT.
2
1
510 SF
OUTDOORSEATINGAREA
PROP. FUEL CANOPY
(PER FUEL PLANS)
PROP. AIR/WATER
/VACUUMSTATION.REFER TO ARCH.
PROP. FUELVENTS
PROP. 8' TRASH ENCLOSURE W/ BRICK
VENEER TO MATCH BUILDING AND W/METAIL GATES EQUAL IN HIEGHT OF THEWALL ENCLOSURE PROP. PAD
MOUNTEDTRANSFORMERW/ SCREENING
PROP. PEDESTRIANACCESS ESMT.
404.78' TO INTERSECTION 272.8' TO INTERSECTION1,356 TO COLEMAN ST
PROP. B.F.R.
PROP.SERVICE
DOOR
PROP. PIPE
BOLLARD TYP.
PROP. PIPEBOLLARD TYP.
PROP. B.F.R.
PROP. B.F.R.
EX. TRAFFICSIGNAL LIGHT
EX. TRAFFICSIGNAL LIGHT
PROP. B.F.R.12'18'30'30'
LOADING ZONE
PROP.
SCREEN WALL
R
3
0
'
215.01' STORAGE24'
100' TRANSITION
PROP. RIGHT TURNLANE
PROP. B.F.R.
PROP. B.F.R.
R1
0
'
R2
2
'
24'
FDC
3
HEADLIGHT
SCREENIGN
HEADLIGHT
SCREENIGN
HEADLIGHTSCREENIGN
R30'R5
4
'
R3
0
'R30'R20'R5'PROP. B.F.R.24'R5'R
3
'R3'R5
'
R2'
R54'R
3
0
'R30'R225'R225'R25'R30'
EXISTING CURB INELTTO BE REMOVED EXISTING SIGN
TO BE RELOCATED R30'R3
0
'
R3
0
'30.93'32'
R
3
'
50.5'
EXISTING POWER POLETO REMAIN
EXISTING POWER POLE
TO REMAIN 5'34.5'
PROP. FIRE HYDRANT
10'R95'R105'R115'EXISTINGFIRE HYDRANT
TO REMAIN
25'15'16.2'
PROP. FIRE HYDRANTBY OTHERS
PROP. FIRE HYDRANT
EXISTING SANITARY
SEWER MANHOLE
GTPROP. CURB INLET
PROP. JUNCTION BOX
PROP. GRATE INLET
PROP. GRATE INLET
PROP.GRATE INLET
PROP. DROP INLET
WATER ESMT.
PROP. CURB INELTR30'24'24'24'53'PROP. FIREHYDRANTBY OTHERS
WATER ESMT.
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARYSEWER MANHOLE
5'5'PROP. 15' WATER ESMT.40.5'8'20.5'13.9'35'WATER ESMT.R3'R3'5' STREET ESMT.DATENo.REVISIONBYDATE:
SHEET
File No. 2018-135
2/7/2019
CHECKED:
MKT
DRAWN:MKT
DESIGN:7 ELEVENLOT 2, BLOCK AVICTORY AT FRONTIERPROSPER, TEXAS1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199
ASD
PRELIMINARY
CLAYMOORE ENGINEERING
SITE PLAN(SHEET 1 OF 2)SP-1
COUNTY SURVEY:ABSTRACT NO.
COLLIN --
CITY:STATE:
TOWN OF PROSPER TEXAS
LEGAL DESCRIPTION:
DEVELOPER:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
WINDROSE LAND SURVEYING & PLATTING
220 SOUTH ELM STREET, SUITE 200
LEWISVILLE, TX 75057
PH: 214.217.2544
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE #413
FRISCO, TEXAS 75034
PH: 972.951.7851
LOT 2, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
DOC. P.R.C.C.T.
1.377 ACRES
(59,998 SF)
7 ELEVEN
CONTACT NAME: SHANE PARTRIDGE
CONTACT NAME: MATT MOORE
CONTACT NAME: JACK BARTON
SITE PLAN
CASE #: D18-0127
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
ACCORDING TO MAP NO. 48085C0120J, DATED JUNE 2, 2009 OF THE NATIONAL
FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN
COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL
INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X"
(UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
FLOODPLAIN NOTE
TOWN OF PROSPER SITE PLAN GENERAL NOTES:
1. DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE.
2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH
THE ZONING ORDINANCE.
3. OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS
CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE.
4. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN.
5. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE
ZONING ORDINANCE.
6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED.
ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE
DEPARTMENT.
7. FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR
AS DIRECTED BY THE FIRE DEPARTMENT.
8. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL
TIMES.
9. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE.
10. HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM
TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS
OF THE CURRENT, ADOPTED BUILDING CODE.
11. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL.
12. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND
ARE SUBJECT TO BUILDING OFFICIAL APPROVAL.
13. ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL
APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN.
14. SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES
AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG RESIDENTIAL STREETS, AND
BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN
STANDARDS.
15. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE
APPROVED BY THE ENGINEERING DEPARTMENT.
16. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING RELEASE.
17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED
UNDERGROUND.
18. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN
ACCORDANCE WITH THE ZONING ORDINANCE.
19. ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF
EASEMENT.
20. IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE
CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER,
CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT
PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING
REQUIREMENTS.
21. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
22. THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF EIGHTEEN
(18) MONTHS FROM THE DATE OF APPROVAL BY THE PLANNING & ZONING
COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE
SUBMITTED AND RECEIVED APPROVAL OF ENGINEERING PLANS AND BUILDING
PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE NOT
APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE
PLAN FOR THE PROPERTY, IS NULL AND VOID.
BENCHMARK:
1. AN 'X' CUT ON A CURB INLET WHICH BEARS
S13°47'E,84.93' FROM THE SOUTHEAST PROPERTY
CORNER. POSTED ELEVATION: 708.16'
2. AN 'X' CUT SET WHICH BEARS S02°38'W, 458.75'
FROM THE SOUTHWEST PROPERTY CORNER.
ELEVATION:704.14
WATER METER SCHEDULE
ID TYPE SIZE NO.
DOM.2" 1
IRR. 1 1/2"1
1
2
*NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE*
LEGEND
6" MEDIUM DUTY CONCRETE PAVEMENT.
5" LIGHT DUTY CONCRETE PAVEMENT.
8" DUMPSTER AREA CONCRETE PAVEMENT.
PROPOSED CONCRETE SIDEWALK.
PROPOSED CONCRETE CURB AND GUTTER.
PARKING COUNT
PROPOSED SIDEWALK PER CITY STANDARDS
PROPOSED DRIVEWAY PAVEMENT PER CITY
STANDARDS.
N.T.S.
VICINITY MAP
NN PRESTON RDFRONTIER PKWY
SITE
E PROSPER TRAIL
PROP. MUTUAL ACCESS DRIVE TO
NEXT MEDIAN OPENING
FUTURE MEDIAN
(BY OTHERS)
GREASE
TRAP 1000 gal.13MATCHLINE
24' DRAINAGE & SANITARYSEWER EASEMENT
DOC. NO. 2018-699P.R.C.C.T.
LOT 3, BLOCK AVICTORY AT FRONTIER
DOC. NO. 2018-699P.R.CC.T.24'24'PROP. FIRE HYDRANT
BY OTHERS
WATER ESMT.
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARYSEWER MANHOLE
DATENo.REVISIONBYDATE:
SHEET
File No. 2018-135
2/7/2019
CHECKED:
MKT
DRAWN:MKT
DESIGN:7 ELEVENLOT 2, BLOCK AVICTORY AT FRONTIERPROSPER, TEXAS1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199
ASD
PRELIMINARY
CLAYMOORE ENGINEERING
SITE PLAN(SHEET 2 OF 2)SP-2
COUNTY SURVEY:ABSTRACT NO.
COLLIN --
CITY:STATE:
TOWN OF PROSPER TEXAS
LEGAL DESCRIPTION:
DEVELOPER:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
WINDROSE LAND SURVEYING & PLATTING
220 SOUTH ELM STREET, SUITE 200
LEWISVILLE, TX 75057
PH: 214.217.2544
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE #413
FRISCO, TEXAS 75034
PH: 972.951.7851
LOT 2, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
DOC. P.R.C.C.T.
1.377 ACRES
(59,998 SF)
7 ELEVEN
CONTACT NAME: SHANE PARTRIDGE
CONTACT NAME: MATT MOORE
CONTACT NAME: JACK BARTON
SITE PLAN
CASE #: D18-0127
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
ACCORDING TO MAP NO. 48085C0120J, DATED JUNE 2, 2009 OF THE NATIONAL
FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN
COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL
INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X"
(UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
FLOODPLAIN NOTE
TOWN OF PROSPER SITE PLAN GENERAL NOTES:
1. DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE.
2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH
THE ZONING ORDINANCE.
3. OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS
CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE.
4. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN.
5. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE
ZONING ORDINANCE.
6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED.
ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE
DEPARTMENT.
7. FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR
AS DIRECTED BY THE FIRE DEPARTMENT.
8. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL
TIMES.
9. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE.
10. HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM
TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS
OF THE CURRENT, ADOPTED BUILDING CODE.
11. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL.
12. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND
ARE SUBJECT TO BUILDING OFFICIAL APPROVAL.
13. ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL
APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN.
14. SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES
AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG RESIDENTIAL STREETS, AND
BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN
STANDARDS.
15. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE
APPROVED BY THE ENGINEERING DEPARTMENT.
16. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING RELEASE.
17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED
UNDERGROUND.
18. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN
ACCORDANCE WITH THE ZONING ORDINANCE.
19. ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF
EASEMENT.
20. IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE
CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER,
CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT
PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING
REQUIREMENTS.
21. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
22. THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF EIGHTEEN
(18) MONTHS FROM THE DATE OF APPROVAL BY THE PLANNING & ZONING
COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE
SUBMITTED AND RECEIVED APPROVAL OF ENGINEERING PLANS AND BUILDING
PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE NOT
APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE
PLAN FOR THE PROPERTY, IS NULL AND VOID.
BENCHMARK:
1. AN 'X' CUT ON A CURB INLET WHICH BEARS
S13°47'E,84.93' FROM THE SOUTHEAST PROPERTY
CORNER. POSTED ELEVATION: 708.16'
2. AN 'X' CUT SET WHICH BEARS S02°38'W, 458.75'
FROM THE SOUTHWEST PROPERTY CORNER.
ELEVATION:704.14
*NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE*
LEGEND
6" MEDIUM DUTY CONCRETE PAVEMENT.
5" LIGHT DUTY CONCRETE PAVEMENT.
8" DUMPSTER AREA CONCRETE PAVEMENT.
PROPOSED CONCRETE SIDEWALK.
PROPOSED CONCRETE CURB AND GUTTER.
PARKING COUNT
PROPOSED SIDEWALK PER CITY STANDARDS
PROPOSED DRIVEWAY PAVEMENT PER CITY
STANDARDS.N.T.S.
VICINITY MAP
NN PRESTON RDFRONTIER PKWY
SITE
E PROSPER TRAIL
MATCHLINEPROP. DEVLOPMENT
(BY OTHERS)PROP. PAVEMENT(BY OTHERS)
Page 1 of 1
To: Planning & Zoning Commission Item No. 3c
From: Pamela Clark, Planning/GIS Specialist
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Final Plat for Victory at Frontier, Block A, Lot 2, on 1.4± acres, located
on the southwest corner of Preston Road and Frontier Parkway. The property is zoned Planned
Development-10 (PD-10). (D18-0128).
Description of Agenda Item:
The Final Plat dedicates all easements necessary for development and conforms to the PD-10
development standards.
As companion items, the Site Plan for a 7-Eleven convenience store and restaurant with gas
pumps (D18-0127) and a request for a Façade Exception for 7-Eleven (MD19-0001), are on the
February 19, 2019 agenda.
Attached Documents:
1. Location Map
2. Final Plat
Town Staff Recommendation:
Town staff recommends approval of the Final Plat, subject to:
1. Town staff approval of all additions and/or alterations to the easements and dedications on the
Final Plat.
Prosper is a place where everyone matters.
PLANNING
FRONTIER PKWY
PRESTON RDCHEYENNE DRLARIAT DR
D18-0128
±0 210 420105
Feet
FRONTIER PARKWAY
VARIABLE WIDTH RIGHT-OF-WAY
JONES JERRAL W ETALVOLUME 5184 PAGE 212D.R.C.C.T.
(DOC. NO. 20090721000915890, D.R.D.C.T.)
KEERAN FAMILY PARTNERSHIP, LTD.VOL. 4957, PG. 2455D.R.C.C.T.
LOT 2, BLOCK A
59,998 SQ.FT.
1.377 ACRES
S77°20'03"
E
7
6
.
9
0
'
S89°53'39"E 178.70'S01°23'32"W 117.44'S04°45'06"E 100.58'S01°24'24"W 85.46'76.26'N88°35'36"W 263.84'
S77°20'03"E38.42'S89°53'39"E 211.81'
S44°42'27"E11.61'N00°15'13"E 237.43'S01°24'24"W9.20'N. PRESTON ROAD(STATE HIGHWAY 289)VARIABLE WIDTH RIGHT-OF-WAY(VOLUME 621, PG. 114, D.R.D.C.T.)N44°42'27"W42.29'
S89°25'42"W 372.15'
BRYAN ROAD RETAIL
PARTNERS, LP
DOC. NO. 20180920001181080
D.R.C.C.T.
LOT 3, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
P.R.CC.T.
LOT 3, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
P.R.CC.T.
38.30'961.81'
REMAINDER OF
VICTORY AT FRONTIER, LLC
DOC. NO. 20161122001590950
D.R.C.C.T.
REMAINDER OF
VICTORY AT FRONTIER, LLC
DOC. NO. 20161122001590950
D.R.C.C.T.
POINT OF
BEGINNING
LOT 2, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
P.R.CC.T.S04°16'09"W 200.25'S88°35'36"E 73.27'S01°24'24"W 254.82'S67°5
4
'
1
0
"
E
2
8
2
.
4
5
'
LOT 1, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
P.R.CC.T.
DRAWN BY: E.R. DATE: 12/13/2018 CHECKED BY: T.M. JOB NO.: 201810027
FINAL PLAT
LOT 2, BLOCK A
VICTORY AT FRONTIER
AN ADDITION TO THE TOWN
OF PROSPER, COLLIN COUNTY, TEXAS
BEING LOT 2, BLOCK A, VICTORY AT HERITAGE
DOC. NO. 2018-699, P.R.C.C.T.
1.377 ACRES
OUT OF THE SPENCER RICE SURVEY,
ABSTRACT NO. 787,
& COLLIN COUNTY SCHOOL LAND
SURVEY, ABSTRACT NO. 172
COLLIN COUNTY, TEXAS
TOWN OF PROSPER CASE NO. D18-0128
OWNER/DEVELOPER
BRYAN ROAD RETAIL
PARTNERS, LP
1201 N. RIVERFRONT
BLVD., SUITE 100
DALLAS, TX 75207
ENGINEER
SURVEYOR'S NOTES:
1. Bearings and distances are based on the State Plane Coordinate System, Texas North Central Zone (4202)
North American Datum of 1983 (NAD 83)(US Foot) with a combined scale factor of 1.000152710.
2. This property lies partially within Zone "X" (Unshaded), of the Flood Insurance Rate Map for Collin
County, Texas and Incorporated Areas, map no. 48085C0120 J, with an effective date of June 2, 2009 via
scaled map location and graphic plotting.
3. The purpose of this plat is to create 1 recorded lot.
STATE OF TEXAS §
COUNTY OF COLLIN §
WHEREAS, Bryan Road Retail Partners, LP is the owner of a tract of land situated in the Spencer Rice Survey, Abstract No. 787 and the Collin
County School Land Survey, Abstract No. 172, in the Town of Prosper, Collin County, Texas, being all of Lot 2, Block A of Victory at Frontier, an
addition to the Town of Prosper, Collin County, Texas, according to the Plat thereof recorded in Document No. 2018-699 of the Plat Records of
Collin County, Texas (P.R.C.C.T.), being that same tract of land conveyed to Bryan Road Retail Partners, LP by deed recorded in Document No.
20180920001181080 of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described by metes and bounds as
follows (Bearings and distances are based on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983
(NAD 83)(US Foot) with a combined scale factor of 1.000152710):
BEGINNING at a TXDOT monument found for the easternmost Northeast corner of said Lot 2, at the easterly end of a corner clip at the
intersection of the South right-of-way line of Frontier Parkway (variable width right-of-way) and the West right-of-way line of N. Preston Road
(State Highway 289) (variable width right-of-way);
THENCE, with the West right-of-way line of said N. Preston Road, the following courses and distances:
1. South 01 Degrees 23 Minutes 32 Seconds West, a distance of 117.44 feet to a TXDOT monument found;
2. South 04 Degrees 45 Minutes 06 Seconds East, a distance of 100.58 feet to a 1/2 inch rebar with a cap stamped "KHA" found;
3. South 01 Degrees 24 Minutes 24 Seconds West, a distance of 9.20 feet to a 1/2 inch rebar found for the Southeast corner of said Lot 2, same
being the easternmost Northeast corner of Lot 3, Block A of said addition;
THENCE North 88 Degrees 35 Minutes 36 Seconds West, departing the West right-of-way line of said N. Preston Road, with the easternmost North
line of said Lot 3, and with the South line of said Lot 2, a distance of 263.84 feet to a 1/2 inch rebar with a cap stamped "Windrose" found for the
Southwest corner of said Lot 2, same being an interior "ell" corner of said Lot 3;
THENCE North 00 Degrees 15 Minutes 13 Seconds East, with the northernmost East line of said Lot 3, and with the West line of said Lot 2, a
distance of 237.43 feet to a 1/2 inch rebar with a cap stamped "Windrose" found for the northernmost Northeast corner of said Lot 3, same being the
Northwest corner of said Lot 2, and lying on the South right-of-way line of said Frontier Parkway;
THENCE South 77 Degrees 20 Minutes 03 Seconds East, with the South right-of-way line of said Frontier Parkway, a distance of 38.42 feet to a 1/2
inch rebar with a cap stamped "Windrose" found for corner;
THENCE South 89 Degrees 53 Minutes 39 Seconds East, continuing with the South right-of-way line of said Frontier Parkway, a distance of 211.81
feet to a 1/2 inch rebar with a cap stamped "Windrose" found for the northernmost Northeast corner of said Lot 2, being at the West end of said
corner clip;
THENCE South 44 Degrees 42 Minutes 27 Seconds East, with the Southwest side of said corner clip, a distance of 11.61 feet to the POINT OF
BEGINNING and containing 59,998 square feet or 1.377 acres of land, more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS
THAT Bryan Road Retail Partners, LP does hereby certify and adopt this plat designating the herein above described property as FINAL PLAT OF
LOT 2, BLOCK A, VICTORY AT FRONTIER, and does hereby dedicate to the public use forever, the streets and alleys shown thereon.
Bryan Road Retail Partners, LP, does herein certify the following:
1. The streets and alleys are dedicated for street and alley purposes.
2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
3. The easements and public use areas, as shown, are dedicated to the public use forever for the purposes indicated on this plat.
4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as
shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper.
5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair.
6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the
easement limits the use to particular utilities, said use by the public utilities being subordinate to the public's and Town of Prosper's use
thereof.
7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or
other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their
respective systems in the easements.
8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the
purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their
respective systems without the necessity at any time procuring permission from anyone.
9. All modifications to this document shall be by means of plat and approved by the Town of Prosper.
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas.
WITNESS MY HAND AND SEAL OF OFFICE, this _____ day of ___________________, 2018.
BRYAN ROAD RETAIL PARTNERS, LP
By: _________________________________
__________________, ______________
Printed Name Position
STATE OF TEXAS §
COUNTY OF ______________§
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared
_______________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she
executed the same for the purposes and consideration therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.
___________________________________
Notary Public in and for the State of Texas
VICINITY MAP
NOT TO SCALE
LEGEND OF ABBREVIATIONS
D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS
P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS
R.O.W. RIGHT OF WAY
C.M. CONTROLLING MONUMENT
PRELIMINARY
STATE OF TEXAS §
COUNTY OF DENTON §
This is to certify that I, Thomas W. Mauk, a Registered Professional Land Surveyor of the State of Texas, have platted the subdivision
from an actual survey on the ground, and that this plat correctly represents that survey made by me or under my direction and
supervision.
______________________________
Thomas W. Mauk, R.P.L.S.
No. 5119
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Thomas W.
Mauk, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed
the same for the purposes and consideration therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.
___________________________________
Notary Public in and for the State of Texas
CERTIFICATE OF APPROVAL:
APPROVED THIS _____ DAY OF ____________, 20___ BY THE PLANNING
& ZONING COMMISSION OF THE TOWN OF PROSPER, TEXAS.
_________________________ TOWN SECRETARY
_________________________ DEVELOPMENT SERVICES DEPARTMENT
_________________________ ENGINEERING DEPARTMENT
PAGE 1 OF 1
SITE
SCALE: 1" = 40'
40'0 20'40'80'
ACCESS EASEMENT
The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general
public for ingress and egress to other real property, and for the purpose of general vehicular use and access, and for
the Fire Department, Police, and emergency use in, along, upon, and across said premises, with the right and
privilege at all times of the Town of Prosper, its agents, employees, workmen, and representatives having ingress,
egress, and regress in, along, upon, and across said premises.
FIRE LANE EASEMENT
The undersigned covenants and agrees that he (they) shall construct upon the Fire Lane Easements, as dedicated
and shown hereon, a hard surface paved in accordance with town standards and that he (they) shall maintain the
same in a state of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs,
or other improvements or obstructions, including but not limited to the parking, loading, or unloading of motor
vehicles, trailers, boats, or other impediments to the access of fire apparatus. The maintenance of pavement in
accordance to town standards of the Fire Lane Easements is the responsibility of the owner, and the owner shall
post and maintain signage in accordance to town standards in conspicuous places along the Fire Lanes, stating "Fire
Lane, No Parking". The police or their duly authorized representative is hereby authorized to cause such fire lanes
and utility easements to be maintained free and unobstructed at all times for Fire Department and emergency use.
LANDSCAPE EASEMENT
The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with
the land and be binding on the owner(s) of the property in this subdivision, their successors and assigns, and all
parties claiming by, through and under them. In the event a replat is requested on all or part of this property, the
Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for
maintenance and replacement of landscape materials thereof shall be borne by any ‘homeowners’ association
hereafter established for the owners of lots in this subdivision and/or the owners of the individual lots within this
subdivision. Such maintenance and replacement shall be in conformance with the requirements, standards, and
specifications of the Town of Prosper, as presently in effect or as may be hereafter amended. This provision may
be enforced by specific performance or by any other remedy allowed by law. This Landscape Easement shall be
void of utilities and other elements unless otherwise approved on the plat.
220 ELM STREET, SUITE 200 I LEWISVILLE, TX 75057 I 214.217.2544
FIRM REGISTRATION NO. 10194331 I WINDROSESERVICES.COM
ILAND SURVEYING PLATTING
WINDROSE
220 Elm St., # 200 - Lewisville, TX 75057
Ph. 972.221.9439 - TFRN# 10063800arthursurveying.com Established 1986
Contact: Eddie Rodriguez
FRONTIER PKWY
COLEMAN
1903 Central Drive Suite #406
Bedford, Texas 76021
Phone: 817-281-0572
SURVEYOR
Page 1 of 1
To: Planning & Zoning Commission Item No. 3d
From: Pamela Clark, Planning/GIS Specialist
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Final Plat for Lakewood, Phase 2, Block A, Lots 1-7, 1X and 2X, and
Block B, Lots 1-6, and 1X, for 13 single family residential lots and three (3) HOA/open space
lots, on 3.6± acres, located on the east side of Lakewood Drive, north of US 380. The property
is zoned Planned Development-87 (PD-87). (D18-0130).
Description of Agenda Item:
The Final Plat shows 13 single family residential lots and three (3) HOA/open space lots.
Access will be provided from Lakewood Drive. The Final Plat conforms to the PD-87
development standards.
Attached Documents:
1. Location Map
2. Final Plat
Town Staff Recommendation:
Town staff recommends approval of the Final Plat subject to:
1. Town staff approval of all additions and/or alterations to the easements and dedications on
the Final Plat.
Prosper is a place where everyone matters.
PLANNING
Δ
SHEET 1 OF 1 LAKEWOOD, PHASE 2LAKEWOOD
PHASE 2
IN THE
JAMES STONE SURVEY, ABSTRACT NO. 847 AND THE
ISAAC C. WILLIAMSON SURVEY, ABSTRACT NO. 948
TOWN OF PROSPER, COLLIN COUNTY, TEXAS
LJA Surveying, Inc.
6 060 North Central Expressway Phone 469.621.0710
Suite 440
Dallas, Texas 75206 T.B.P.L.S. Firm No. 10194465
3.623 GROSS ACRES & 3.214 NET ACRESLOTS 1-7, 1X&2X, BLOCK A; & LOTS 1-6, 1X, BLOCK B
OWNER/DEVELOPER:HH LAKEWOOD, LLC
c/o Hines, 2200 Ross Avenue
Suite 4200W
Dallas, Texas 75201
FINAL PLAT
D18-0130
50 0 5025
”“”
“”LAKEWOOD, PHASE 2 LOT TABLE
LOT BLO(K
SV+YLOT W.DTH LOT DEPTH T>PE
A
, (
2 A
, D
A , D
A , D
A , D
A , D
A , D
= A
,
2= A
,
B
, 2 (
2 B
, D
B
,D
B ,2 (
B
, D
B , (
= B
,
D18-0130
UNIVERSITY DRLAKEWOOD DR
US HIGHWAY 380
RICHLAND
B
L
V
D
D
O
V
E
R
D
R
M
O
O
R
L
A
N
D
P
A
S
S
D
R
CLARENDON
C
T
HYDE CT
OLD SHIRE PATH RDMEADOWBROOK BLVDM
A
N
C
H
E
S
T
E
R
A
V
E
MEADOW DELL DR
±0 420 840210
Feet
Page 1 of 1
To: Planning & Zoning Commission Item No. 3e
From: Scott Ingalls, AICP, Senior Planner
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Final Plat for the Prosper School Church Addition, Block A, Lot 1, on
30.9± acres, located on the north side of Fishtrap Road, east of Teel Parkway. The property is
zoned Agricultural (A). (D18-0132).
Description of Agenda Item:
The Final Plat dedicates all easements necessary for development and conforms to the
Agricultural development standards.
As a companion item, the Conveyance Plat for the Prosper School Church Addition, Block A,
Lots 1-3 (D19-0013) is on the February 19, 2019 agenda.
Attached Documents:
1. Location Map
2. Final Plat
Town Staff Recommendation:
Town staff recommends approval of the Final Plat, subject to:
1. Town staff approval of all annotations, additions and/or alterations to the easements and
dedications on the Final Plat.
Prosper is a place where everyone matters.
PLANNING
D18-0132
FISHTRAP RD
PRAIRIE DRARTESIA BLVDLEGACY DRHARPER RDAMISTAD AVE
CLEARWATER DR
CANYON RDG
TOLEDO BEND CT
RENMUIR DR
DRY CREEK BLVD
WHITE ROCK BLVD
PALESTINE DRADAMS PLHIGH LINE DR
TAHOE TRLNACONA DRELM PARK DRMEDINA LNSPEARGRASS LNHUDSON LNPLACID TRL
CANNON DR
WALWORTH DRTEXOMA TRLGROVE VALE DRBLUEGILL LNGRAPEVINE RDGBAREFOOT LN
WINECUP RD
FIRST
S
T
CANARY
G
R
A
S
S
L
N
ALVARADO DR
HIGHL
A
N
D
S
TVILLAGE
PARK
LN
EASTMINSTER DR
GLADEWATER
T
R
C
E
LAVENDER DRCANDLER DRW
E
S
T
W
O
O
D
D
R
CELESTI
A
L
D
R
AQUILLA WAY
ORCHARD DRCRATER CTBRELSFORD PL
WOOD VALE DRWINSOR DRCHAUCER DRPRAIRIE DR LEGACY DR±0 530 1,060265
Feet
60' R.O.W. DEDICATION
CABINET X, PAGE 14
O.P.R.D.C.T.HUDSON LANE(50' RIGHT-OF-WAY)PALESTINE DRIVE(50' RIGHT-OF-WAY)LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 13LOT 14LOT 15
LOT 16
LOT 17
LOT 18LOT 19LOT 20 DENTON COUNTY FRESH
WATER SUPPLY DISTRICT NO. 10
2.461 ACRES
DOC. NO. 2006-144396
O.P.R.D.C.T.
40
48
48
HA
R
P
E
R
R
O
A
D
(50'
R
I
G
H
T
-
O
F
-
W
A
Y
)
ARTESIA PHASE 1A
CABINET X, PAGE 14
O.P.R.D.C.T.
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
"X" CUTFOUND
"X" CUTFOUND
1/2" IRF
1/2" IRF
1/2" IRF
1/2" IRF
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"BGT"
5/8" CIRF"BGT"
5/8" CIRF"PETITT"5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
POINT OF
BEGINNING
BLOCK A, LOT 1
30.890 ACRES1,345,567 SQUARE FEET
APPROXIMATE
LOCATION F.E.M.A.
100-YEAR FLOODPLAIN
APPROXIMATE
LOCATION F.E.M.A.
100-YEAR FLOODPLAIN
APPROXIMATE
LOCATION F.E.M.A.
100-YEAR FLOODPLAIN
5/8" CIRF
"PETITT"
5/8" CIRF "PETITT"FOR REFERENCE AT1044.61'
WOOD CROSS TIEFENCE POSTFOR REFERENCE AT1011.12'
BOUNDARY LINE AGREEMENT
DOC. NO. _____________O.P.R.D.C.T.
LOT 1LOT 2LOT 3LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13
1X (HOA)
1X (HOA)CHAUCER DRIVE(50' RIGHT-OF-WAY)CLEARWATER DRIVE
(50' RIGHT-OF-WAY)
A B BPARKS AT LEGACY PHASE IIDOC. NO. 2017-117
O.P.R.D.C.T.LOT 14 LOT 15 LOT 16
19X (HOA)
BOUNDARY LINE AGREEMENT
DOC. NO. _____________O.P.R.D.C.T.
ZONE "X"HARPER ROADPORTION OF HARPER ROADTO BE ABANDONED BYTOWN OF PROSPER DOC. NO.______________
APPROXIMATE LOCATION OFWATER LINE EASEMENT(NO DESCRIPTION IN DOCUMENT)DOC. NO. 2012-43648O.P.R.D.C.T.
PORTION OF HARPER ROADTO BE ABANDONED BYTOWN OF PROSPER ORDINANCE NO.______________
FISHTRAP ROAD
(VARIABLE WIDTH RIGHT-OF-WAY)
60' RIGHT-OF-WAY, VOLUME 228, PAGE 450, D.R.D.C.T.
5/8" CIRF
"PETITT"
DENTON COUNTY FRESH
WATER SUPPLY DISTRICT NO. 10
39.213 ACRES
DOC. NO. 2014-7938
O.P.R.D.C.T.
ZONE "A"
STREET EASEMENT
DOC.NO. _________O.P.R.D.C.T.
5'x20' DRAINAGE EASEMENTDOC.NO. _________O.P.R.D.C.T.
15' FIRELANE, ACCESS,DRAINAGE & UTILITY EASEMENTDOC. NO. ___________O.P.R.D.C.T.
15' UTILITY EASEMENTDOC. NO. _________O.P.R.D.C.T.
10' ACCESS EASEMENTDOC.NO. _________O.P.R.D.C.T.
SIDEWALK EASEMENTDOC.NO. _________O.P.R.D.C.T.
STREET EASEMENT
DOC.NO. _________O.P.R.D.C.T.
5'x20' DRAINAGE EASEMENTDOC.NO. _________O.P.R.D.C.T.
VARIABLE WIDTH FIRELANE &
UTILITY EASEMENTDOC.NO. _________O.P.R.D.C.T.
BLOCK A, LOT 2
PROSPER SCHOOL CHURCH ADDITION
DOC. NO. _________
P.R.D.C.T.
BLOCK A, LOT 3
PROSPER SCHOOL CHURCH ADDITIONDOC. NO. _________
P.R.D.C.T.
24' FIRELANE & UTILITY EASEMENT
24' FIRELANE & UTILITY EASEMENT
24' FIRELANE & UTILITY EASEMENT24' FIRELANE & UTILITY EASEMENT15' WTR ESMT15' WTR ESMT30' SEWER ESMT30' FIRELANE & UTILITY EASEMENT24' FIRELANE & UTILITY EASEMENT
24' FIRELANE & UTILITY EASEMENT
10' WATER EASEMENTWATER EASEMENT
24' FIRELANE &
UTILITY EASEMENT
10' WATER EASEMENT
10' WATER EASEMENT
10' WATER EASEMENT
15' WATER EASEMENT
24' ACCESS EASEMENT
10' WATER EASEMENT
10' WATER EASEMENT
15' UTILITY EASEMENTDOC.NO. _________O.P.R.D.C.T.
15' FIRELANE, ACCESS,
DRAINAGE & UTILITY EASEMENTDOC.NO. _________O.P.R.D.C.T.
WATER
EASEMENT
UTILITY EASEMENTDOC. NO. 2009-136113O.P.R.D.C.T.
CORONA ARTESIA LLC
TRACT VI5.515 ACRES
DOC. NO. 208-34098O.P.R.D.C.T.DRAINAGE EASEMENTDOC. NO _________
O.P.R.D.C.T.
DRAINAGE EASEMENTDOC. NO _________O.P.R.D.C.T.
30' SEWER EASEMENTDOC. NO. __________O.P.R.D.C.T.
FIRELANE, ACCESS,DRAINAGE & UTILITY EASEMENT DOC. NO _________O.P.R.D.C.T.
15' UTILITY EASEMENTDOC. NO. __________
O.P.R.D.C.T.
FIRELANE, ACCESS,DRAINAGE & UTILITY EASEMENT DOC. NO _________O.P.R.D.C.T.
WATEREASEMENT
30' FIRE LANE, ACCESS,DRAINAGE & UTILITIY EASEMENT
30' SEWER EASEMENTDOC. NO. __________O.P.R.D.C.T.
30' SEWER EASEMENTDOC. NO. __________O.P.R.D.C.T.90.00'90.00'TWO-J PARTNERS, LLLP
INST. NO. 2008-50523O.P.R.D.C.T.
S 88° 07' 04" E S 89°18'53" E91.64'
S 89° 03' 51" WN 00° 52' 46" WS 89°02'54" W 336.06'N 00°16'24" E 1033.71'1047.57'S 00°30'44" W 1233.87'792.73'254.18'ARTESIA PHASE 2C
DOC. NO. 2014-20
O.P.R.D.C.T.
N.W. CORNER
L. NETHERLEY SURVEY,ABSTRACT NO. 962
79
4
7
.
0
0
'
N 4
9
°
2
9
'
1
6
"
W
25' LANDSCAPE EASEMENT WATEREASEMENT
15' WATER EASEMENT
WATER
EASEMENT
WATER EASEMENT
30' SEWER ESMTWATER EASEMENT
24' FIRE LANE, ACCESS,
DRAINAGE & UTILITIY EASEMENT
45' FIRE LANE, & UTILITIY EASEMENT
050 100100
SCALE IN FEET1" = 100'Drawing: L:\Projects\HUC 18414 PISD MS No 4 Ref-PPS 18400\Acad\Deliverables\Final_Plat\2019 02 04 HUC 18414 PISD MS-4 Final Plat.dwg at Feb 05, 2019-10:53am by jmaddoxVICINITY MAP
NOT TO SCALE
NORTH
FRISCO
PROSPER
380 COUNTYLINEROADDALLAS NORTH TOLLWAYFISHTRAP
1ST TEEL PKWYLEGACYPRAI
R
I
E
SITEHARPER RD.
LEGEND
(C.M.) - CONTROLLING MONUMENT
IRF - IRON ROD FOUNDCIRF - CAPPED IRON ROD FOUND
DOC.-DOCUMENTINST. - INSTRUMENTNO. - NUMBER
D.R.D.C.T. - DEED RECORDS DENTON COUNTY, TEXASP.R.D.C.T. - PLAT RECORDS DENTON COUNTY TEXAS
O.P.R.D.C.T. - OFFICIAL PUBLIC RECORDS DENTON COUNTY TEXAS
NOTICE:
SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS AVIOLATION OF TOWN ORDINANCE AND STATE LAW AND IS SUBJECT
TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
SURVEY NOTES:
1.ALL CORNERS ARE MARKED WITH A 5/8 INCH IRON ROD WITHCAP STAMPED “TNP”, UNLESS OTHERWISE NOTED.
2.BEARINGS ARE REFERENCED TO GRID NORTH OF THE TEXASCOORDINATE SYSTEM OF 1983 NORTH CENTRAL ZONE (4202) ASDERIVED LOCALLY FROM WESTERN DATA SYSTEMS
CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) VIAREAL TIME KINEMATIC (RTK) SURVEY METHODS. ALL
DISTANCES SHOWN ARE SURFACE DISTANCES USING ACOMBINED SCALE FACTOR OF 1.000150630.
3.BY GRAPHIC SCALE ONLY AND PER THE NATIONAL FLOODINSURANCE PROGRAM FLOOD INSURANCE RATE MAP FORDENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAPNO. 48121C0430G, EFFECTIVE DATE: APRIL 18, 2011, THESUBJECT PROPERTY IS SHOWN TO BE LOCATED IN ZONE"X". THE LOCATION OF THE SAID FLOOD ZONES IS BASED ONSAID MAP AND IS APPROXIMATE AND IS NOT LOCATED ONTHE GROUND. THIS STATEMENT SHALL NOT CREATELIABILITY ON THE PART OF THE SURVEYOR. RELEVANTZONES ARE DEFINED AS FOLLOWS:
ZONE "X" - OTHER AREAS: AREAS DETERMINED TO BEOUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
4. THE SURVEYOR, AS REQUIRED BY STATE LAW, IS RESPONSIBLEFOR SURVEYING INFORMATION ONLY AND BEARS NO
RESPONSIBILITY FOR THE ACCURACY OF THE ENGINEERINGDATA ON THIS PLAT.
5.THE SURVEY ABSTRACT LINES, BEARINGS, AND DISTANCES
SHOWN HEREON ARE APPROXIMATE AND ARE NOT LOCATEDON THE GROUND.
OWNER
PROSPER INDEPENDENT SCHOOL DISTRICT
605 East 7th Street
Prosper, Texas 75078
Contact: Dr. Drew Watkins
SURVEYOR
TEAGUE NALL & PERKINS, INC.
825 Watters Creek Boulevard, Suite M300
Allen, Texas 75013
214.461.9867 ph 214.461.9864 fx
T.B.P.L.S. Registration No. 10194381
www.tnpinc.com
PROJECT INFORMATION
Project No.: HUC 18414
Date:February 04, 2019
Drawn By:GS9
Scale:1"=100'
SHEET 1 of 1
30.890 ACRES1,345,567 SQUARE FEET
SITUATED IN THEL. NETHERLY SURVEY, ABSTRACT No. 962
Town of Prosper, Denton County, Texas
CASE NO. D18-0132
FINAL PLAT
PROSPER SCHOOL CHURCH ADDITION
BLOCK A, LOT 1
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
Being a tract of land situated in the Louisa Netherly Survey, Abstract Number 962, Denton County, Texas being all of
Block A, Lot 1 of the Conveyance Plat of Prosper School Church Addition, an addition to The Town of Prosper as
recorded in Document Number _________________ of the Official Public Records of Denton County, Texas same
being all of six tracts of land by deed to Prosper Independent School District as recorded in Document Numbers
2018-150409, 2018-150426, 2018-150433, 2018-150443, 2018-150410, and 2018-450432 of the Official Public
Records of Denton County, Texas and being more particularly described by metes and bounds as follows;
BEGINNING at a 5/8 inch iron rod with cap stamped "Petitt" found lying on the east line of Artesia Phase 1A, anaddition to The Town of Prosper, Denton County, Texas as recorded in Cabinet X, Page 14 of the Official Public
Records of Denton County, Texas for a southerly corner of a tract of land described by deed to Corona Artesia LLCcalled Tract VI as recorded in Document Number 208-34098 of the Official Public Records of Denton County, Texas
said point also being the northwest corner said Lot 1;
THENCE South 88 degrees 07 minutes 04 seconds East, along the south line of said Corona Artesia tract, passing a
5/8 inch iron rod with cap stamped "Petitt" found for the southeast corner of said Corona Artesia tract, same being the
southwest corner line of a tract of land to Denton County Fresh Water Supply District No. 10 as recorded in Document
Number 2006-144396 of the Official Public Records of Denton County, Texas at a distance of 1044.61 feet, and
continuing along the south line of said Denton County Fresh Water tract, a total distance of 1047.57 feet to a 5/8 inch
iron rod with cap stamped "Petitt" found for corner;
THENCE South 89 degrees 18 minutes 53 seconds East continuing along the south line of said Denton County tract,
a distance of 91.64 feet to a 5/8 inch iron rod with cap stamped "TNP" found for corner for the northeast corner of said
Lot 1;
THENCE South 00 degrees 30 minutes 44 seconds West, a distance of 1233.87 feet to a 5/8 inch iron rod with cap
stamped "TNP" found for the southeast corner of said Lot 1, same being the southwest corner of Block A, Lot 2 of saidConveyance Plat and lying on the north line of Fishtrap road, (a variable width right-of-way);
THENCE South 89 degrees 03 minutes 51 seconds West along the north line of said Fishtrap Road, same being thesouth line of said Lot 1, a distance of 792.73 feet to a 5/8 inch iron rod with cap stamped "TNP" found for the most
southerly southwest corner of said Lot 1, same being the southeast corner of Block A, Lot 3 of said Conveyance Plat;
THENCE along the common line of said Lot 1 and said Lot 3 the following courses and distances;
North 00 degrees 52 minutes 46 seconds West, a distance of 254.18 feet to a 5/8 inch iron rod with cap stamped
"TNP" found for corner;
South 89 degrees 02 minutes 54 seconds West, a distance of 336.06 feet to a 5/8 inch iron rod with cap stamped
"TNP" found for the most westerly southwest corner of said Lot 1, same being the northwest corner of said Lot 3 and
lying on the aforementioned east line of said Artesia Phase 1A addition;
THENCE North 00 degrees 16 minutes 24 seconds East along the east line of said Artesia Phase 1A addition,
passing a wood cross tie fence post for reference at a distance of 1011.12 feet and continuing a total distance of
1033.71 feet to the POINT OF BEGINNING containing 1,345,567 square Feet, or 30.890 acres of land.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT PROSPER INDEPENDENT SCHOOL DISTRICT, acting herein by and through its duly authorized officers, does hereby certify and adopt this plat
designating the herein above described property as PROSPER SCHOOL CHURCH ADDITION BLOCK A, LOT 1, an addition to the Town of Prosper, and
does hereby dedicate to the public use forever, the streets and alleys shown thereon. Prosper Independent School District does herein certify the following:
1.The Streets and Alleys are dedicated for Street and Alley purposes.
2.All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
3.The easements and public use areas, as shown and created by this plat, are dedicated for the public use forever for the purposes indicated on this plat.
4.No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the utility easements as
shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper.
5.The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair.
6.Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement
limits the use to particular utilities, said use by public utilities being subordinate to the public's and Town of Prosper's use thereof.
7.The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other
improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in
the easements.
8.The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose
of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems
without the necessity at any time procuring permission from anyone.
9.All modifications to this document shall be by means of plat and approved by the Town of Prosper.
This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas.
ACCESS EASEMENT
The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general public for ingress and
egress to other real property, and for the purpose of general public vehicular and pedestrian use and access, and for the Fire Department,
Police, and emergency use in along, upon, and across said premises, with the right and privilege at all times of the Town of Prosper, its
agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises.
FIRE LANE EASEMENT
The undersigned covenants and agrees that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface paved in
accordance with Town standards and that he (they) shall maintain the same in a state of good repair at all times and keep the same free and clear of any
structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking, loading, or unloading of motor vehicles,
trailers, boats, or other impediments to the access of fire apparatus. The maintenance of pavement in accordance to Town standards of the fire lane
easements is the responsibility of the owner, and the owner shall post and maintain signage in accordance to Town standards in conspicuous places along
the fire lanes, stating “Fire Lane, No Parking”. The police or their duly authorized representative is hereby authorized to cause such fire lanes and utility
easements to be maintained free and unobstructed at all times for fire department and emergency use.
STREET EASEMENT
The area or areas shown on the plat as “Street Easement” are hereby given and granted to the Town of Prosper (Called "Town") its successors andassigns, as an easement to construct, reconstruct, operate, repair, re-build, replace, relocate, alter, remove and perpetually maintain street and highway
facilities, together with all appurtenances and incidental improvements, in, upon and across certain real property owned by Grantor. Appurtenances andincidental improvements include, but are not limited to, curbs, gutters, inlets, aprons, traffic signs with or without attached flashing lights, guard rails,
sidewalks, buried conduits, buried City utilities, and underground franchise utilities. Street Easements shall remain accessible at all times and shall bemaintained by the Owners of the lot or lots that are traversed by, or adjacent to the Street Easement. After doing any work in connection with the construction,
81 operation or repair of the street and highway facilities, the Town shall restore the surface of the Street Easement as close to the condition in which it was
found before such work was undertaken as is reasonably practicable, except for trees, shrubs and structures within the Street Easement that were removedas a result of such work.
LANDSCAPE EASEMENT
The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with the land and be binding on the owner(s)of the property in this subdivision, their successors and assigns, and all parties claiming by, through and under them. In the event a replat is requested on all
or part of this property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for maintenance andreplacement of landscape materials thereof shall be borne by any 'homeowners' association hereafter established for the owners of lots in this subdivision
and/or the owners of the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with the requirements, standards,and specifications of the Town of Prosper, as presently in effect or as may be hereafter amended. This provision may be enforced by specific performance or
by any other remedy allowed by law. This Landscape Easement shall be void of utilities and other elements unless otherwise approved on the plat.
WITNESS, my hand, this the day of , 2019.
BY: PROSPER INDEPENDENT SCHOOL DISTRICT
Authorized Signature
Printed Name and Title
STATE OF TEXAS §
COUNTY OF DENTON§
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared ,
known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the
purposes and considerations therein express and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day, of , 2019.
Notary Public, State of Texas
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
That I, Brian J. Maddox, II, do hereby certify that I prepared this plat and the field notes made a part thereof from
an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed
under my personal supervision, in accordance with the Subdivision regulations of the Town of Prosper, Texas.
Dated this day, of , 2019.
BRIAN J. MADDOX, II
REGISTERED PROFESSIONAL
LAND SURVEYOR No. 6659
825 Watters Creek Boulevard, Suite M300Allen, Texas 75013214.461.9867 ph 214.461.9864 fxT.B.P.L.S. Registration No. 10194381jmaddox@tnpinc.com
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared
Brian Maddox II, known to me to be the person and officer whose name is subscribed to the foregoing instrument,
and acknowledged to me that he executed the same for the purposes and considerations therein express and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day, of , 2019.
Notary Public, State of Texas
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDEDFOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWEDOR RELIED UPON AS A FINAL SURVEY DOCUMENT.
CERTIFICATE OF APPROVAL
Approved this day, of , 2019 by the Planning & Zoning Commission of the Town of Prosper, Texas.
Development Services Department
Engineering Department
Town Secretary
Page 1 of 1
To: Planning & Zoning Commission Item No. 3f
From: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Final Plat/Conveyance Plat for Sexton Farm and Ranch, Block A, Lots
1-3, on 58.9± acres, located on the north side of First Street, west of Coit Road. The property is
zoned Agricultural (A). (D19-0010).
Description of Agenda Item:
The plat shows Lots 1 and 2 as Conveyance Plat lots and Lot 3 as a Final Plat lot. The purpose
of this plat is to modify the lot lines to correspond with existing property ownership and to allow
for the construction of a single family dwelling on Lot 3. Access will be provided from First Street.
This request has been reviewed by the Planning, Engineering, Fire, and Building Inspections
Departments. The Final Plat conforms to the Agricultural development standards.
Attached Documents:
1. Location Map
2. Final Plat
Town Staff Recommendation:
Town staff recommends approval of the Conveyance Plat/Final Plat subject to:
1. Town staff approval of all additions and/or alterations to the easements and dedications on
the Final Plat.
Prosper is a place where everyone matters.
PLANNING
D19-0010
FIRST ST COIT RDHIDDEN LAKE DRSWEETWATER LNCROWN COLONY DREQUESTRIAN WAYCHAPEL HILL DRCYPRESS LAKE LN
BRADFORD DR
LONGMONT LN
ARBOL WAY
COUNTRY BROOK LN
CHALK HI
L
L
LAVACA LN
ELM TERRACE LN
HAWK WOOD LNSTONYBROOK DR
LAKEMERE DR
LA CIMA BLVDPLYMOUTH COLONY DRCROSS TIMBERS DR
COUNTRY CREEK LN
SANDSTONE DRTRAVIS LNGREENWOOD CT
CHALK HILL LN SUNDANCE CTSALADA DRPOINT
E
R
S
D
R
HIDDEN FALLS CT
SPRINGLAKE DR
HIDDEN GLEN CT
±0 420 840210
Feet
Page 1 of 1
To: Planning & Zoning Commission Item No. 3g
From: Pamela Clark, Planning/GIS Specialist
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Site Plan for a Sit-Down Restaurant (IHOP), on 1.4± acres, located on
the north side of US 380, west of Coit Road. The property is zoned Planned Development-2
(PD-2). (D19-0011).
Description of Agenda Item:
The Site Plan shows a 3,700 square-foot sit-down restaurant (IHOP). Access is provided from
US 380. Adequate parking has been provided. The Site Plan conforms to the PD-2
development standards.
As a companion item, the Final Plat for Prosper Commons, Block B, Lot 3 (D19-0012) is on the
February 19, 2019, agenda.
Attached Documents:
1. Location Map
2. Site Plan
Town Staff Recommendation:
Town staff recommends approval of the Site Plan subject to:
1. Town staff approval of civil engineering, irrigation plans, open space plans, façade and
address plans.
2. Town staff approval of all fire hydrants, fire department connections (FDC) and fire lanes,
including widths, radii, and location.
Prosper is a place where everyone matters.
PLANNING
UNIVERSITY DRPROSPER COMMONS BLVDCOIT RDRICHLAND BLVD
D19-0011
±0 210 420105
Feet
C 1
IHOP
Page 1 of 1
To: Planning & Zoning Commission Item No. 3h
From: Pamela Clark, Planning/GIS Specialist
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Final Plat for Prosper Commons, Block B, Lot 3, on 1.4± acres, located
on the north side of US 380, west of Coit Road. The property is zoned Planned Development-2
(PD-2). (D19-0012).
Description of Agenda Item:
The Final Plat dedicates all easements necessary for development and conforms to the PD-2
development standards.
As a companion item, the Site Plan for a sit-down restaurant, IHOP, (D19-0011), is on the
February 19, 2019 agenda.
Legal Obligations and Review:
The Final Plat meets minimum development requirements.
Attached Documents:
1. Location Map
2. Final Plat
Town Staff Recommendation:
Town staff recommends approval of the Final Plat, subject to:
1. Town staff approval of all additions and/or alterations to the easements and dedications on the
Final Plat.
Prosper is a place where everyone matters.
PLANNING
UNIVERSITY DRPROSPER COMMONS BLVDCOIT RDRICHLAND BLVD
D19-0012
±0 210 420105
Feet
Page 1 of 1
To: Planning & Zoning Commission Item No. 3i
From: Scott Ingalls, AICP, Senior Planner
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Conveyance Plat for Prosper School Church Addition, Block A, Lots 1-
3, on 56.1± acres, located on the north side of Fishtrap Road, east of Teel Parkway. The
property is zoned Agricultural (A). (D19-0013).
Description of Agenda Item:
The purpose of this Conveyance Plat is to create three (3) lots to accommodate future
development of a PISD Middle School and a Town of Prosper elevated storage tank. The
Conveyance Plat conforms to the Agricultural development standards.
Prosper ISD is preparing a request for the Town Council to approve a quit claim for Harper
Road, which is a prescriptive roadway, but has not been platted as right-of-way. The Town
Council will take action upon the request at an upcoming Town Council meeting.
As a companion item, the Final Plat for the Prosper School Church Addition, Block A, Lot 1
(D18-0132) is on the February 19, 2019 agenda.
Attached Documents:
1. Location Map
2. Conveyance Plat
Staff Recommendation:
Staff recommends approval of the Conveyance Plat, subject to:
1. Town Council approval of a quit claim for the Harper Road prescriptive roadway.
2. Staff approval of all additions and/or alterations to the easements and dedications on the
Conveyance Plat.
Prosper is a place where everyone matters.
PLANNING
D19-0013
±0 420 840210
Feet
N.W. CORNERL. NETHERLEY SURVEY,
ABSTRACT NO. 962
79
4
7
.
0
0
'
60' R.O.W. DEDICATION
CABINET X, PAGE 14
O.P.R.D.C.T.HUDSON LANE(50' RIGHT-OF-WAY)PALESTINE DRIVE(50' RIGHT-OF-WAY)LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
CORONA ARTESIA LLCTRACT VI
5.515 ACRESDOC. NO. 208-34098
O.P.R.D.C.T.
LOT 13LOT 14LOT 15
LOT 16
LOT 17
LOT 18
ARTESIA PHASE 2C
DOC. NO. 2014-20
O.P.R.D.C.T.
CHURCH OF CELEBRATION METRO, INC.
16.486 ACRESDOC. NO. 2016-79355
O.P.R.D.C.T.
DENTON COUNTY FRESHWATER SUPPLY DISTRICT NO. 10
2.461 ACRESDOC. NO. 2006-144396
O.P.R.D.C.T.
40
48
48
HA
R
P
E
R
R
O
A
D
(50'
R
I
G
H
T
-
O
F
-
W
A
Y
)
ARTESIA PHASE 1ACABINET X, PAGE 14
O.P.R.D.C.T.
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
"X" CUTFOUND
"X" CUTFOUND
1/2" IRF
1/2" IRF
1/2" IRF
1/2" IRF
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"BGT"
5/8" CIRF"BGT"
5/8" CIRF"PETITT"5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
5/8" CIRF"PETITT"
1/2" IRF
5/8" CIRF"PETITT"
UTILITY EASEMENT
DOC. NO. 2009-136113
O.P.R.D.C.T.
POINT OF
BEGINNING
BLOCK A, LOT 1
30.890 ACRES1,345,567 SQUARE FEET
69.00'UTILITY EASEMENT
DOC. NO. 2009-136113
O.P.R.D.C.T.
APPROXIMATE
LOCATION F.E.M.A.
100-YEAR FLOODPLAIN
APPROXIMATE
LOCATION F.E.M.A.
100-YEAR FLOODPLAIN
APPROXIMATE
LOCATION F.E.M.A.
100-YEAR FLOODPLAIN
5/8" CIRF"PETITT"5/8" CIRF "PETITT"FOR REFERENCE AT1044.61'
WOOD CROSS TIE FENCE POSTFOR REFERENCE AT 1280.54'
1047.57'
S 89°18'53" E91.64'434.14'367.97'624.08'S 01° 05' 01" ES 88° 07' 04" E
S 89° 30' 46" E
S 00° 05' 09" WS 00° 37' 56" WS 88° 54' 31" W 352.48'
BOUNDARY LINE AGREEMENT
INST. NO. _____________O.P.R.D.C.T.
MAV PARTNERS, LLC
TRACTS ONE, TWO & THREE
DOC. NO. 2014-63637
R.P.R.D.C.T.
BLUE STAR ALLEN LAND, L.P.
243.808 ACRES
PARCEL IV
DOC. NO. 2011-60030
R.P.R.D.C.T.
LOT 1LOT 2LOT 3LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13
1X (HOA)
1X (HOA)CHAUCER DRIVE(50' RIGHT-OF-WAY)CLEARWATER DRIVE
(50' RIGHT-OF-WAY)
A B BPARKS AT LEGACY PHASE II
DOC. NO. 2017-117
O.P.R.D.C.T.LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19
GS 00°30'44" W19X (HOA)1X (HOA)
PARKS AT LEGACY PHASE IDOC. NO. 2015-283
O.P.R.D.C.T.
928.49'
S 88°54'43" W66.57'
BLOCK A, LOT 3
1.918 ACRES83,540 SQUARE FEET
S 88° 53' 35" W S 01° 05' 33" E203.70'S 00°30'44" W3.31'
BLOCK A, LOT 2
22.539 ACRES981,816 SQUARE FEET
217.60'S 89° 23' 16" W 1233.87'S 89°02'54" W 336.06'1303.13'N 00°52'46" W254.18'N 00° 16' 24" ES 89° 02' 54" W 341.48'
ZON
E
"
A
"
THE TOWN OF PROSPER, TEXAS
DOC. NO. ___________
O.P.R.D.C.T.
BOUNDARY LINE AGREEMENTINST. NO. _____________
O.P.R.D.C.T.
APPROXIMATE
LOCATION F.E.M.A.
100-YEAR FLOODPLAIN
83.60'ZONE "X"
ZON
E
"
X
"
692.24'269.42'CHURCH OF CELEBRATION METRO, INC. 12.800 ACRES
DOC. NO. 2014-56866O.P.R.D.C.T.
CHURCH OF CELEBRATION METRO, INC.
16.486 ACRES
DOC. NO. 2016-79355
O.P.R.D.C.T.HARPER ROADPROSPER INDEPENDENT SCHOOL DISTRICT
8.920 ACRESDOC. NO. 2018-150409
O.P.R.D.C.T.
PROSPER INDEPENDENT
SCHOOL DISTRICT
0.330 ACRES
DOC. NO. 2018-150410
O.P.R.D.C.T.PROSPER INDEPENDENT
SCHOOL DISTRICT
1.000 ACRES
DOC. NO. 2018-150426
O.P.R.D.C.T.PROSPER INDEPENDENT SCHOOL DISTRICT2.871 ACRESDOC. NO. 2018-150433O.P.R.D.C.T.PROSPER INDEPENDENT
SCHOOL DISTRICT0.008 ACRES
DOC. NO. 2018-150432O.P.R.D.C.T.
PROSPER INDEPENDENT SCHOOL DISTRICT
18.076 ACRES
DOC. NO. 2018-150443
O.P.R.D.C.T.
PORTION OFHARPER ROAD
TO BE ABANDONED BYTOWN OF PROSPER
ORDINANCE NO.______________
APPROXIMATE LOCATION OF
WATER LINE EASEMENT(NO DESCRIPTION IN DOCUMENT)
DOC. NO. 2012-43648O.P.R.D.C.T.
PORTION OF HARPER ROAD
TO BE ABANDONED BYTOWN OF PROSPER
ORDINANCE NO.______________
DENTON COUNTY FRESH
WATER SUPPLY DISTRICT NO. 10 39.213 ACRES
DOC. NO. 2014-7938O.P.R.D.C.T.
FISHTRAP ROAD
(VARIABLE WIDTH RIGHT-OF-WAY)
60' RIGHT-OF-WAY, VOLUME 228, PAGE 450, D.R.D.C.T.
5/8" CIRF
"R.P.L.S. 4818"
AT THE BASE OF A WOOD
FENCE POST
(C.M.)
2" IRON PIPE FOUND
(C.M.)
PREVIOUS DEED LINE
PREVIOUS DEED LINE
5/8" CIRF
"PETITT"
1/2" IRF
(C.M.)
DENTON COUNTY FRESH
WATER SUPPLY DISTRICT NO. 10 39.213 ACRES
DOC. NO. 2014-7938O.P.R.D.C.T.
ZONE "A"1033.71'STREET EASEMENT
5'x20' DRAINAGE EASEMENT15' FIRELANE, ACCESS,DRAINAGE & UTILITYEASEMENT15' FIRELANE, ACCESS,DRAINAGE & UTILITYEASEMENT15' UTILITY EASEMENT15' UTILITY EASEMENT10' ACCESSEASEMENTSIDEWALK EASEMENT STREET EASEMENT
341.18'
523.52'N 89°03'51" EN 88°27'34" W L1L3L4 C1 C2 C6C5
L7
L6
L5C7998.76'C4C3L652.73'534.65'41.51'291.40'99.08'324.03'5'x20' DRAINAGE EASEMENT
23.08'
792.73'N 89°03'51" E
313.76'
L8 17.22'VARIABLE WIDTH FIRELANE& UTILITY EASEMENT6.33'
C8
L2
30.02'186.48'1230.56'RIGHT-OF-WAY DEDICATION
DEDICATED IN FEE SIMPLE TO THE TOWN OF PROSPER
0.710 ACRES
30,901 SQUARE FEET L17L18L19L23L24L25L20L22L21L10L11 L14L15L16
C9C
1
0
C11 292.42'13.00'
20.48'4.88'
15.03'6.66'
55.13'44.77'40.28'FIRELANE, ACCESS, &UTILITY EASEMENT
36' DRAINAGEEASEMENT
12' DRAINAGE
EASEMENT
15' SANITARY SEWEREASEMENT
12.00'
13.00'
TWO-J PARTNERS, LLLP
INST. NO. 2008-50523
O.P.R.D.C.T.
N 4
9
°
2
9
'
1
6
"
W
SANITARY SEWER EASEMENTDOC. NO. 2018-88013O.P.R.D.C.T.EASEMENT LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L6
L7
L8
L10
L11
L14
BEARING
N44°03'51"E
N00°56'09"W
S00°56'09"E
N89°03'51"E
S00°30'44"W
S48°01'41"E
S00°30'44"W
S48°01'41"E
N89°03'51"E
S01°05'33"E
S88°54'43"W
S01°05'01"E
LENGTH
24.63'
241.37'
10.00'
100.00'
58.62'
20.02'
49.33'
40.03'
100.00'
222.60'
37.57'
126.70'
EASEMENT LINE TABLE
LINE #
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
BEARING
S01°05'01"E
S88°54'31"W
S35°22'45"W
S35°22'45"W
N22°00'54"E
N04°34'52"E
N50°10'47"E
N04°34'52"E
N22°00'54"E
N04°36'43"W
N04°36'43"W
LENGTH
24.00'
284.51'
403.93'
376.16'
207.75'
302.00'
9.87'
210.08'
207.68'
285.24'
279.58'
LOT CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
RADIUS
291.00'
269.00'
100.00'
100.00'
291.00'
269.00'
130.00'
30.00'
30.00'
30.00'
54.00'
DELTA
10°50'39"
10°50'39"
19°31'27"
19°31'27"
10°50'39"
10°50'39"
27°47'45"
24°59'22"
89°59'44"
90°00'00"
38°06'26"
ARC LENGTH
55.08'
50.91'
34.08'
34.08'
55.08'
50.91'
63.07'
13.08'
47.12'
47.12'
35.92'
CHORD BEARING
N 85°30'49" W
S 85°30'49" E
S 09°15'00" E
S 09°15'00" E
N 85°30'49" W
S 85°30'49" E
S 13°23'08" E
N 13°25'50" W
S 43°54'51" W
S 46°05'01" E
N 71°11'33" W
CHORD LENGTH
54.99'
50.84'
33.91'
33.91'
54.99'
50.84'
62.45'
12.98'
42.42'
42.43'
35.26'
050 100100
SCALE IN FEET1" = 100'Drawing: L:\Projects\HUC 18414 PISD MS No 4 Ref-PPS 18400\Acad\Deliverables\Conveyance Plat\2019 02 01 HUC 18414 PISD MS-4 Convey Plat.dwg at Feb 01, 2019-11:30am by jmaddoxVICINITY MAP
NOT TO SCALE
NORTH
FRISCO
PROSPER
380 COUNTYLINEROADDALLAS NORTH TOLLWAYFISHTRAP
1ST TEEL PKWYLEGACYPRAI
R
I
E
SITE
HARPER RD.
LEGEND
(C.M.) - CONTROLLING MONUMENTIRF - IRON ROD FOUND
CIRF - CAPPED IRON ROD FOUNDDOC.-DOCUMENT
INST. - INSTRUMENTNO. - NUMBER
D.R.D.C.T. - DEED RECORDS DENTON COUNTY, TEXAS
P.R.D.C.T. - PLAT RECORDS DENTON COUNTY TEXAS
O.P.R.D.C.T. - OFFICIAL PUBLIC RECORDS DENTON COUNTY TEXAS
NOTICE:
SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF
TOWN ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING
OF UTILITIES AND BUILDING PERMITS.
SURVEY NOTES:
1.ALL CORNERS ARE MARKED WITH A 5/8 INCH IRON ROD WITH CAPSTAMPED “TNP”, UNLESS OTHERWISE NOTED.
2.BEARINGS ARE REFERENCED TO GRID NORTH OF THE TEXAS COORDINATESYSTEM OF 1983 NORTH CENTRAL ZONE (4202) AS DERIVED LOCALLY FROM
WESTERN DATA SYSTEMS CONTINUOUSLY OPERATING REFERENCE STATIONS
(CORS) VIA REAL TIME KINEMATIC (RTK) SURVEY METHODS. ALL DISTANCES
SHOWN ARE SURFACE DISTANCES USING A COMBINED SCALE FACTOR OF1.000150630.
3.BY GRAPHIC SCALE ONLY AND PER THE NATIONAL FLOOD INSURANCE
PROGRAM FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS
AND INCORPORATED AREAS, MAP NO. 48121C0430G, EFFECTIVE DATE:
APRIL 18, 2011, THE SUBJECT PROPERTY IS SHOWN TO BE LOCATED INZONE "X". THE LOCATION OF THE SAID FLOOD ZONES IS BASED ON SAIDMAP AND IS APPROXIMATE AND IS NOT LOCATED ON THE GROUND. THISSTATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THESURVEYOR. RELEVANT ZONES ARE DEFINED AS FOLLOWS:
ZONE "X" - OTHER AREAS: AREAS DETERMINED TO BE OUTSIDE THE0.2% ANNUAL CHANCE FLOODPLAIN.
4. THE SURVEYOR, AS REQUIRED BY STATE LAW, IS RESPONSIBLE FOR
SURVEYING INFORMATION ONLY AND BEARS NO RESPONSIBILITY FOR THEACCURACY OF THE ENGINEERING DATA ON THIS PLAT.
5.THE SURVEY ABSTRACT LINES, BEARINGS, AND DISTANCES SHOWN HEREONARE APPROXIMATE AND ARE NOT LOCATED ON THE GROUND.
NOTICE:
A CONVEYANCE PLAT IS A RECORD OF PROPERTY APPROVED BY THE TOWN OFPROSPER, TEXAS, FOR THE PURPOSE OF SALE OR CONVEYANCE IN ITS ENTIRETY
OR INTERESTS THEREON DEFINED. NO BUILDING PERMIT SHALL BE ISSUED NORPERMANENT PUBLIC UTILITY SERVICE PROVIDED UNTIL A FINAL PLAT IS APPROVED,
FILED OF RECORD AND PUBLIC IMPROVEMENTS ACCEPTED IN ACCORDANCE WITH
THE PROVISIONS OF THE SUBDIVISION ORDINANCE OF THE TOWN OF PROSPER.
SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF
TOWN ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING
OF UTILITIES AND BUILDING PERMITS.
56.057 ACRES GROSS55.347 ACRES NET
SITUATED IN THE
L. NETHERLY SURVEY, ABSTRACT No. 962
Town of Prosper, Denton County, Texas
CASE NO. D19-0013
CONVEYANCE PLAT
PROSPER SCHOOL CHURCH ADDITION
BLOCK A, LOTS 1, 2 & 3
OWNER
THE TOWN OF PROSPER, TEXAS
200 South Main
Prosper, Texas 75078
Contact: Pete Anaya
Ph. (972) 346-2640
SURVEYOR
TEAGUE NALL & PERKINS, INC.
825 Watters Creek Boulevard, Suite M300
Allen, Texas 75013
214.461.9867 ph 214.461.9864 fx
T.B.P.L.S. Registration No. 10194381
www.tnpinc.com
PROJECT INFORMATION
Project No.: HUC 18414
Date:February 01, 2019
Drawn By:GS9
Scale:1"=100'
SHEET 1 of 2
OWNER
CHURCH OF CELEBRATION METRO, INC.
28691 Harper Road
Prosper, Texas 75078
Contact: Deke Alexander
Ph. (972) 822-9598
OWNER
PROSPER INDEPENDENT SCHOOL DISTRICT
605 East 7th Street
Prosper, Texas 75078
Contact: Dr. Drew Watkins
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
Being a tract of land situated in the Louisa Netherly Survey, Abstract Number 962, Denton County, Texas and being all of six tracts of land by deed to Prosper
Independent School District as recorded in Document Numbers 2018-150409, 2018-150426, 2018-150433, 2018-150443, 2018-150410, and 2018-450432 ofthe Official Public Records of Denton County, Texas, all of a tract of land to the Town of Prosper as recorded in Document Number________________ of the
Official Public Records of Denton County, Texas and a portion of two tracts of land to Church of Celebration Metrro, Inc. as recorded in Document Numbers
2014-56866 and 2016-79355 of the Official Public Records of Denton County, Texas and being more particularly described by metes and bounds as follows;
BEGINNING at a 5/8 inch iron rod with cap stamped "Petitt" found lying on the east line of Artesia Phase 1A, an addition to the Town of Prosper, Denton
County, Texas as recorded in Cabinet X, Page 14 of the Official Public Records of Denton County, Texas for a southerly corner of a tract of land described by
deed to Corona Artesia LLC called Tract VI as recorded in Document Number 208-34098 of the Official Public Records of Denton County, Texas said point alsobeing the northwest corner of the herein described tract;
THENCE South 88 degrees 07 minutes 04 seconds East, along the south line of said Corona Artesia tract, passing a 5/8 inch iron rod with cap stamped "Petitt"
found for the southeast corner of said Corona Artesia tract, same being the southwest corner line of a tract of land to Denton County Fresh Water Supply District
No. 10 as recorded in Document Number 2006-144396 of the Official Public Records of Denton County, Texas at a distance of 1044.61 feet, and continuing
along the south line of said Denton County Fresh Water tract, a total distance of 1047.57 feet to a 5/8 inch iron rod with cap stamped "Petitt" found for corner;
THENCE South 89 degrees 18 minutes 53 seconds East continuing along the south line of said Denton County tract, a distance of 91.64 feet to a 5/8 inch iron
rod with cap stamped "TNP" found for corner;
THENCE South 00 degrees 30 minutes 44 seconds West, a distance of 3.31 feet to a 5/8 inch iron rod with cap stamped "TNP" found for corner lying on thenorth line of said Church of Celebration tract recorded in 2014-56866;
THENCE South 89 degrees 30 minutes 46 seconds East along the north line of said Church of Celebration tract recorded in 2014-56866, a distance of 928.49
feet to a 5/8 inch iron rod with cap stamped "R.P.L.S. 4818" found at the northeast base of a wood fence post for the northeast corner of same, lying on the
west line of a tract of land to Blue Star Allen Land L.P. as recorded in Document Number 2011-60030 of the Official Public Records of Denton County, Texas,
said point also being the northeast corner of the herein described tract;
THENCE South 00 degrees 05 minutes 09 seconds West along the east line of said Church of Celebration tract recorded in 2014-56866, a distance of 434.14
feet to a 2 inch iron pipe found for the southeast corner of said Church of Celebration tract recorded in 2014-56866, same being the northeast corner of said
Church of Celebration tract recorded in 2016-79355;
THENCE South 00 degrees 37 minutes 56 seconds West along the east line of said Church of Celebration tract recorded in 2016-79355, a distance of 367.97
feet to a 5/8 inch iron rod with cap stamped "TNP" set for corner;
THENCE departing the east line of said Church of Celebration tract recorded in 2016-79355 and through the interior of same the following courses and
distances;
South 88 degrees 54 minutes 31 seconds West, a distance of 352.48 feet to a 5/8 inch iron rod with cap stamped "TNP" set for corner;
South 01 degrees 05 minutes 01 seconds East, a distance of 217.60 feet to a 5/8 inch iron rod with cap stamped "TNP" set for corner;
South 88 degrees 54 minutes 43 seconds West, a distance of 66.57 feet to a 5/8 inch iron rod with cap stamped "TNP" set for corner;
South 01 degrees 05 minutes 33 seconds East, a distance of 203.70 feet to a 5/8 inch iron rod with cap stamped "TNP" set for corner lying on the north line of
Fishtrap road, (a variable width right-of-way) same being the south line of said Church of Celebration tract recorded in 2016-79355, said point also being thesoutheast corner of the herein described tract;
THENCE South 88 degrees 53 minutes 35 seconds West along the north line of said Fishtrap Road, a distance of 624.08 feet to a 1/2 inch iron rod found forcorner;
THENCE South 89 degrees 23 minutes 16 seconds West continuing along the north line of said Fishtrap Road, a distance of 692.24 feet to a 5/8 inch iron rod
with cap stamped "TNP" set for corner;
THENCE South 89 degrees 02 minutes 54 seconds West continuing along the north line of said Fishtrap Road, a distance of 341.48 feet to a 5/8 inch iron rod
with cap stamped "TNP" set for the southwest corner of the herein described tract lying on the east line of the aforementioned Artesia Phase 1A addition;
THENCE North 00 degrees 16 minutes 24 seconds East along the east line of said Artesia Phase 1A addition passing a wood cross tie fence post for reference
at a distance of 1280.54 feet and continuing a total distance of, a distance of 1303.13 feet to the POINT OF BEGINNING containing 2,441,824 square feet, or
56.057 acres of land.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT PROSPER INDEPENDENT SCHOOL DISTRICT, CHURCH OF CELEBRATION METRO, INC., AND THE TOWN OF PROSPER, TEXAS, acting herein by and
through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as PROSPER SCHOOL CHURCH
ADDITION, BLOCK A, LOTS 1, 2, AND 3, an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon.
Prosper Independent School District does herein certify the following:
1.The Streets and Alleys are dedicated for Street and Alley purposes.
2.All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
3.The easements and public use areas, as shown and created by this plat, are dedicated for the public use forever for the purposes indicated on this plat.
4.No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the utility easements as shown, except
that landscape improvements may be placed in landscape easements if approved by the Town of Prosper.
5.The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair.
6.Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the
use to particular utilities, said use by public utilities being subordinate to the public's and Town of Prosper's use thereof.
7.The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements
or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in the easements.
8.The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of
constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the
necessity at any time procuring permission from anyone.
9.All modifications to this document shall be by means of plat and approved by the Town of Prosper.
This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas.
ACCESS EASEMENT
The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general public for ingress and egress to other real property,
and for the purpose of general public vehicular and pedestrian use and access, and for the Fire Department, Police, and emergency use in along, upon, and across said
premises, with the right and privilege at all times of the Town of Prosper, its agents, employees, workmen, and representatives having ingress, egress, and regress in,long, upon, and across said premises.
FIRE LANE EASEMENT
The undersigned covenants and agrees that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface paved in accordance
with Town standards and that he (they) shall maintain the same in a state of good repair at all times and keep the same free and clear of any structures, fences, trees,
shrubs, or other improvements or obstruction, including but not limited to the parking, loading, or unloading of motor vehicles, trailers, boats, or other impediments to the
access of fire apparatus. The maintenance of pavement in accordance to Town standards of the fire lane easements is the responsibility of the owner, and the owner
shall post and maintain signage in accordance to Town standards in conspicuous places along the fire lanes, stating “Fire Lane, No Parking”. The police or their dulyauthorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for fire department and
emergency use.
STREET EASEMENT
The area or areas shown on the plat as “Street Easement” are hereby given and granted to the Town of Prosper (Called "Town") its successors and assigns, as an
easement to construct, reconstruct, operate, repair, re-build, replace, relocate, alter, remove and perpetually maintain street and highway facilities, together with all
appurtenances and incidental improvements, in, upon and across certain real property owned by Grantor. Appurtenances and incidental improvements include, but arenot limited to, curbs, gutters, inlets, aprons, traffic signs with or without attached flashing lights, guard rails, sidewalks, buried conduits, buried City utilities, and
underground franchise utilities. Street Easements shall remain accessible at all times and shall be maintained by the Owners of the lot or lots that are traversed by, or
adjacent to the Street Easement. After doing any work in connection with the construction, 81 operation or repair of the street and highway facilities, the Town shallrestore the surface of the Street Easement as close to the condition in which it was found before such work was undertaken as is reasonably practicable, except for trees,
shrubs and structures within the Street Easement that were removed as a result of such work.
LANDSCAPE EASEMENT
The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with the land and be binding on the owner(s) of the
property in this subdivision, their successors and assigns, and all parties claiming by, through and under them. In the event a replat is requested on all or part of this
property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for maintenance and replacement of landscape materials
thereof shall be borne by any 'homeowners' association hereafter established for the owners of lots in this subdivision and/or the owners of the individual lots within thissubdivision. Such maintenance and replacement shall be in conformance with the requirements, standards, and specifications of the Town of Prosper, as presently in
effect or as may be hereafter amended. This provision may be enforced by specific performance or by any other remedy allowed by law. This Landscape Easement
shall be void of utilities and other elements unless otherwise approved on the plat.
WITNESS, my hand, this the day of , 2019.
BY: PROSPER INDEPENDENT SCHOOL DISTRICT
Authorized Signature
Printed Name and Title
STATE OF TEXAS §
COUNTY OF DENTON§
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared , known to me
to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and
considerations therein express and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day, of , 2019.
Notary Public, State of Texas
WITNESS, my hand, this the day of , 2019.
BY: CHURCH OF CELEBRATION METRO, INC.
Authorized Signature
Printed Name and Title
STATE OF TEXAS §
COUNTY OF DENTON§
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared , known to me
to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and
considerations therein express and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day, of , 2019.
Notary Public, State of Texas
WITNESS, my hand, this the day of , 2019.
BY: THE TOWN OF PROSPER, TEXAS
Authorized Signature
Printed Name and Title
STATE OF TEXAS §
COUNTY OF DENTON§
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared , known to me
to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and
considerations therein express and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day, of , 2019.
Notary Public, State of Texas
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
That I, Brian J. Maddox, II, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the
corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision regulations of the Town of Prosper, Texas.
Dated this day, of , 2019.
BRIAN J. MADDOX, II
REGISTERED PROFESSIONAL
LAND SURVEYOR No. 6659
825 Watters Creek Boulevard, Suite M300Allen, Texas 75013214.461.9867 ph 214.461.9864 fxT.B.P.L.S. Registration No. 10194381jmaddox@tnpinc.com
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared , known to me
to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and
considerations therein express and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day, of , 2019.
Notary Public, State of Texas
Drawing: L:\Projects\HUC 18414 PISD MS No 4 Ref-PPS 18400\Acad\Deliverables\Conveyance Plat\2019 02 01 HUC 18414 PISD MS-4 Convey Plat.dwg at Feb 01, 2019-11:30am by jmaddoxPRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDEDFOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWEDOR RELIED UPON AS A FINAL SURVEY DOCUMENT.
SURVEYOR
TEAGUE NALL & PERKINS, INC.
825 Watters Creek Boulevard, Suite M300
Allen, Texas 75013
214.461.9867 ph 214.461.9864 fx
T.B.P.L.S. Registration No. 10194381
www.tnpinc.com
PROJECT INFORMATION
Project No.: HUC 18414
Date:February 01, 2019
Drawn By:GS9
Scale:1"=100'
SHEET 2 of 2
CERTIFICATE OF APPROVAL
Approved this day, of , 2019 by the Planning & Zoning Commission of the Town of Prosper, Texas.
Development Services Department
Engineering Department
Town Secretary
VICINITY MAP
NOT TO SCALE
NORTH
FRISCO
PROSPER
380 COUNTYLINEROADDALLAS NORTH TOLLWAYFISHTRAP
1ST TEEL PKWYLEGACYPRAI
R
I
E
SITE
HARPER RD.56.057 ACRES GROSS
55.347 ACRES NET
SITUATED IN THE
L. NETHERLY SURVEY, ABSTRACT No. 962
Town of Prosper, Denton County, Texas
CASE NO. D19-0013
CONVEYANCE PLAT
PROSPER SCHOOL CHURCH ADDITION
BLOCK A, LOTS 1, 2 & 3
OWNER
THE TOWN OF PROSPER, TEXAS
200 South Main
Prosper, Texas 75078
Contact: Pete Anaya
Ph. (972) 346-2640
OWNER
CHURCH OF CELEBRATION METRO, INC.
28691 Harper Road
Prosper, Texas 75078
Contact: Deke Alexander
Ph. (972) 822-9598
OWNER
PROSPER INDEPENDENT SCHOOL DISTRICT
605 East 7th Street
Prosper, Texas 75078
Contact: Dr. Drew Watkins
Page 1 of 1
To: Planning & Zoning Commission Item No. 3j
From: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Site Plan for a Bank with Drive-Through (Farmers Bank & Trust), on
1.0± acre, located on the east side of Preston Road, south of Prosper Trail. The property is
zoned Retail (R). (D19-0016).
Description of Agenda Item:
The Site Plan shows a 5,061 square-foot bank with drive-through (Farmers Bank & Trust).
Access is provided from Preston Road. Adequate parking and stacking have been provided.
The Site Plan conforms to the Retail development standards.
As a companion item, the Final Plat for North Preston Village, Block A, Lot 3 (D19-0017) is on
the February 19, 2019, agenda.
Attached Documents:
1. Location Map
2. Site Plan
Town Staff Recommendation:
Town staff recommends approval of the Site Plan subject to:
1. Town staff approval of civil engineering, irrigation plans, open space plans, façade and
address plans.
2. Town staff approval of all fire hydrants, fire department connections (FDC) and fire lanes,
including widths, radii, and location.
Prosper is a place where everyone matters.
PLANNING
D19-0016 HAYS RDPRESTON RDHIGHPOINT DR
PRESTONVIEW DR
PASEWARK CIR
HICKORY CREEK DR PRESTON RD±0 140 28070
Feet
Scale: 1"=20' February, 2019 SEI Job No. 18-227
Town Case No. D19-0016
SITE PLAN
NORTH PRESTON VILLAGE
BLOCK A, LOT 3
IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS
J. TUNNEY SURVEY, ABST. NO. 916
41,735 Sq. Ft./ 0.958 Acres
Current Zoning: R (Retail)
OWNER
BG-GBT North Preston Village, LP
9550 John W. Elliott Dr., Suite 106
Frisco, TX 75033
Telephone: (214) 972-0808
Contact: Ryan Griffin
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Plano, TX 75075
Telephone: (972) 422-0077
TBPE No. F-2121
Contact: David Bond
LOCATION MAP
1" = 1000'
PROJECT
LOCATION
APPLICANT
Level 5
301 Fayetteville St., Unit 2607
Raleigh, NC 27601
Telephone (919) 614-7337
Contact: Chris Small
Cab. 2017, Pg. 743 PRCCT
Cab. 2017, Pg. 912 PRCCT
Cab. 2017, Pg. 912 PRCCTVariable width R.O.W.
Page 1 of 1
To: Planning & Zoning Commission Item No. 3k
From: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a Final Plat for North Preston Village, Block A, Lot 3, on 1.0± acre,
located on the east side of Preston Road, south of Prosper Trail. The property is zoned Retail
(R). (D19-0017).
Description of Agenda Item:
The Final Plat dedicates all easements necessary for development and conforms to the Retail
development standards.
As a companion item, the Site Plan for a bank with drive-through, Farmers Bank & Trust, (D19-
0016), is on the February 19, 2019 agenda.
Legal Obligations and Review:
The Final Plat meets minimum development requirements.
Attached Documents:
1. Location Map
2. Final Plat
Town Staff Recommendation:
Town staff recommends approval of the Final Plat, subject to:
1. Town staff approval of all additions and/or alterations to the easements and dedications on the
Final Plat.
Prosper is a place where everyone matters.
PLANNING
D19-0017 HAYS RDPRESTON RDHIGHPOINT DR
PRESTONVIEW DR
PASEWARK CIR
HICKORY CREEK DR PRESTON RD±0 140 28070
Feet
Doc. No. 2018-840 PRCCT
Doc. No. 2017- 912 PRCCT
Doc. No. 2017- 912 PRCCT
Lot 3, Block A
POINT OF
BEGINNING
variable width R.O.W.(also known as State Highway 289)Line Table
H
TRON
FINAL PLAT
NORTH PRESTON VILLAGE
LOT 3, BLOCK A
BEING 0.958 ACRES IN THE
J. TUNNEY SURVEY, ABSTRACT NO. 916
TOWN OF PROSPER, COLLIN COUNTY, TEXAS
CASE NO. D19-0017
Scale: 1" = 20' February, 2019 SEI Job No. 18-227
SURVEYOR'S CERTIFICATE
STATE OF TEXAS §COUNTY OF COLLIN §
OWNER'S CERTIFICATESTATE OF TEXAS §COUNTY OF COLLIN §
WHEREAS
” “”
“”
“”
“”
“”
” “”
NOTES:
OWNER / APPLICANT
BG-GBT North Preston Village LP
9550 John W. Elliott Dr., Ste. 106
Frisco, Texas 75033
Telephone (214) 972-0808
Contact: Ryan Griffin
LEGEND
1/2" IRON ROD WITH PLASTIC CAP STAMPED
"SPIARSENG" SET, UNLESS OTHERWISE NOTED
IRON ROD FOUND
CAPPED IRON ROD FOUND
ALUMINUM MONUMENT FOUND
CONTROL MONUMENT
EASEMENT
UTILITY
BY THIS PLAT
RIGHT-OF-WAY
CABINET
VOLUME
PAGE
NUMBER
ORDINANCE NUMBER
INSTRUMENT OR DOCUMENT
DEED RECORDS, COLLIN COUNTY, TEXAS
PLAT RECORDS, COLLIN COUNTY, TEXAS
OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Plano, TX 75075
Telephone: (972) 422-0077
TBPE No. F-2121 / TBPLS No. F-10043100
Contact: David Bond
LOCATION MAP
1" = 1000'
PROJECT
LOCATION
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
BG-GBT North Preston Village
NORTH PRESTON VILLAGE ADDITION, Lot 3, Block A
STATE OF TEXAS §COUNTY OF COLLIN §
TOWN APPROVAL
Page 1 of 2
To: Planning & Zoning Commission Item No. 4
From: Pamela Clark, Planning/GIS Specialist
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Consider and act upon a request for a Façade Exception for 7-Eleven in Victory at Frontier,
located on the southwest corner of Preston Road and Frontier Parkway. (MD19-0001).
Description of Agenda Item:
The applicant is seeking a Façade Exception for a 6,487 square-foot convenience store and
restaurant with gas pumps, in order to allow for the use of an alternative primary building material
(Porcelain Tile) and to allow for an increased percentage of permitted secondary materials. A
table detailing the existing and proposed request is as follows:
Primary
Material
Required
Primary
Material
Provided
(Stone)
Porcelain
Tile
Proposed
Secondary
Material
Permitted
Secondary
Material
Provided
(Metal & Wood)
North 90% 29% 60% 10% 11%
South 90% 25% 64% 10% 11%
East 90% 20% 63% 10% 17%
West 90% 17% 72% 10% 11%
In considering an exception to the required masonry requirements, the Planning & Zoning
Commission and Town Council may consider whether a proposed alternate material:
(a) is a unique architectural expression;
(b) includes unique building styles and materials;
(c) is consistent with high quality development;
(d) is or would be visually harmonious with existing or proposed nearby buildings;
(e) has obvious merit based upon the quality and durability of the materials; and
(f) represents an exterior building material that is in keeping with the intent of this chapter to
balance the above-mentioned objectives.
The applicant has provided a letter outlining how they have satisfied the criteria, which is attached
for review.
Prosper is a place where everyone matters.
PLANNING
Page 2 of 2
Attachments:
1. Location Map
2. Façade Plan
3. Building Rendering
4. Porcelain Tile Information Sheet
5. Site Plan
6. Criteria Response Letter
Town Staff Recommendation:
Town staff recommends that the Planning & Zoning Commission consider and act upon a request
for a façade exception for 7-Eleven in Victory at Frontier, located on the southwest corner of
Preston Road and Frontier Parkway.
Town Council Consideration:
Upon a recommendation by the Planning & Zoning Commission, this request will be scheduled
for the Town Council meeting on March 12, 2019.
MD19-0001
FRONTIER PKWY
PRESTON RDPRESTON RD±0 170 34085
Feet
+0'-0"FIN. FLR+17'-0"T.O. ROOF+22'-0"T.O. LOWER PARAPET+13'-2"T.O. STOREFRONT+8'-6"B.O. CANOPYPORCELAIN TILEPRE-FINISHED METALPARAPET CAPDARK WARM GRAYMETAL-CLAD BEAMSDECORATIVE SLATS INWOOD-LOOK; ALT. OPTION: IPEWOOD RAINSCREENPER MASTER DEVELOPMENT SPECENGINEERED STONEPLANTER BOXESENGINEERED STONEBASEDECORATIVE SLATS IN WOOD-LOOK,BEHIND BUTT-JOINT STOREFRONTGLAZINGSTOREFRONT SYSTEMENGINEERED STONESILLEXCSM-2EXCSM-1EXCSM-1EXSM-1EXWT-2PORCELAIN TILEEXWT-3EXPC-11EXPC-11PT-8PARTIAL HEIGHTWALL BEHINDGLAZING & SLATSPT-8PARTIAL HEIGHT WALLBEHIND GLAZING & SLATSENGINEERED STONESILLEXCSM-2PORCELAIN TILEEXWT-3PORCELAIN TILEEXWT-4STOREFRONT SYSTEMENGINEERED STONEBASEEXCSM-1ENGINEERED STONESILLEXCSM-2ENGINEERED STONEPLANTER BOXESEXCSM-1PORCELAIN TILEEXWT-2ENGINEERED STONEBASEEXCSM-1PORCELAIN TILEEXWT-3EXWT-1PORCELAIN TILEEXWT-4WOOD-LOOK PORCELAIN TILEALT: IPE WOOD RAINSCREENPER MASTER DEVELOPMENTSPECEXWT-1WOOD-LOOK PORCELAIN TILEALT: IPE WOOD RAINSCREENPER MASTER DEVELOPMENTSPEC120'-5"29'-10"30'-2"20'-11"3'-0"26'-5"13'-2"METAL CANOPYEXPC-11METAL CANOPYEXPC-1112'-6"+25'-6"T.O. UPPER PARAPET+0'-0"FIN. FLR+17'-0"T.O. ROOF+22'-0"T.O. LOWER PARAPET+13'-2"T.O. STOREFRONTENGINEERED STONESILLEXCSM-2PORCELAIN TILEEXWT-3ENGINEERED STONEBASEEXCSM-1PORCELAIN TILEEXWT-2PORCELAIN TILEEXWT-3PORCELAIN TILEEXWT-4PORCELAIN TILEEXWT-2DECORATIVE SLATS INWOOD-LOOK; ALT. OPTION: IPEWOOD RAINSCREEN PER MASTERDEVELOPMENT SPECEXSM-1DARK WARM GRAYMETAL-CLAD BEAMSEXPC-11STOREFRONT SYSTEMENGINEERED STONEPLANTER BOXESEXCSM-1PORCELAIN TILEEXWT-2PORCELAIN TILEEXWT-3DECORATIVE SLATS IN WOOD-LOOK;ALT. OPTION: IPE WOOD RAINSCREENPER MASTER DEVELOPMENT SPECEXSM-1ENGINEERED STONEPLANTER BOXESEXCSM-1WOOD-LOOKPORCELAIN TILEALT: IPE WOODRAINSCREENPER MASTERDEVELOPMENT SPECEXWT-159'-4"18'-4"1'-6"28'-5"1'-6"9'-10"3'-0"3'-0"ENGINEERED STONEBASEEXCSM-1ENGINEERED STONESILLEXCSM-2DARK WARM GRAYMETAL-CLAD CAPEXPC-11DARK WARM GRAYMETAL-CLAD CAPEXPC-11+25'-6"T.O. UPPER PARAPETOPEN BETWEEN SLATSOPEN BETWEEN SLATSENGINEERED STONEBASEEXCSM-1ENGINEERED STONESILLEXCSM-2+8'-0"T.O. ENCLOSUREENGINEERED STONEBASEEXCSM-115'-0"ELEVATIONAREASMATERIALSTOTALNETGLAZING/DOORSMETALSTONETILEWOODFRONT (EAST)LEFT (SOUTH)BACK (WEST)RIGHT (NORTH)PATIO2918.8 SF1187.5 SF, 40%1731.3 SF146.4 SF8%345.7 SF20%1092.2 SF63%147.0 SF9%1534.3 SF94.9 SF, 7%1439.4 SF93.6 SF7%417.6 SF29%865.9 SF60%62.3 SF4%2933.7 SF265.9 SF, 9%2667.8 SF136.8 SF5%460.3 SF17%1915.5 SF72%155.2 SF6%1529.6 SF27.5 SF, 2%1502.1 SF69.4 SF5%377 SF25%966.8 SF64%88.9 SF6%MATERIAL DISTRIBUTION(EXSM-1)(WT-1,2,3,4)(EXCSM-1,2)(EXPC-11)COPYRIGHT NOTICE:These drawings and specifications are copyrighted andsubject to copyright protection as an "architectural work"under sec. 102 of the copyright act, 17 U.S.C. As amendedJanuary 2003. The protection includes, without limitation,the overall form, arrangement and composition of spaces,and elements of the design. Under such protection,unauthorized use of these drawings and specifications mayresult in cessation of construction, building seizure, and / ormonetary liability.16435 North Scottsdale Rd. Suite 195Scottsdale, Arizona 85254T+1 480 998 4200 F+1 480 998 7223www. .comAAD:FITCH, Inc.STORE EVOLUTION TEAM - STORE 2NORTH PRESTON & FRONTIER PKWYPROSPER, TX 75078DATE:SHEET:2019-02-05SCALE:DRAWN BY:PROJECT NUMBER:320108463-AS NOTEDVICTORY AT FRONTIER,BLOCK A, LOT 2.TOWN PROJECT NUMBERPREPARATION DATED18-0127/ D19-0061EAST ELEVATION - FRONT3/32" : 1'-0"2NORTH ELEVATION - SIDE3/32" : 1'-0"NOTE:·THIS FACADE PLAN IS FOR CONCEPTUAL PURPOSES ONLY. ALLBUILDING PLANS REQUIRE REVIEW AND APPROVAL FROM THEBUILDING INSPECTIONS DEPARTMENT.·ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLICVIEW. ROOFTOP MOUNTED EQUIPMENT SHALL BE SCREED BY APARAPET WALL OR SCREENING WALL. SCREENING WALLS SHALL BETHE SPECIFICATIONS OF THE ZONING ORDINANCE.·WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALLBE PAINTED TO MATCH THE BUILDING.·ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVALBY THE BUILDING INSPECTIONS DEPARTMENT.·WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITYOF TEN (10) PERCENT.·ANY DEVIATION FROM THE APPROVED FACADE PLAN WILL REQUIRERE-APPROVAL BY THE TOWN OF PROSPER.AEE-1
+0'-0"FIN. FLR+17'-0"T.O. ROOF+8'-6"B.O. CANOPYPORCELAIN TILEEXWT-4PORCELAIN TILEEXWT-2PORCELAIN TILEEXWT-3PORCELAIN TILEEXWT-4DARK WARM GRAYMETAL-CLAD BEAMSEXPC-11ENGINEERED STONESILLEXCSM-2PORCELAIN TILEEXWT-3ENGINEERED STONEBASEEXCSM-1ENGINEERED STONESILLEXCSM-2ENGINEERED STONEBASEEXCSM-1ENGINEERED STONESILLEXCSM-2ENGINEERED STONEBASEEXCSM-1PORCELAIN TILEEXWT-2DARK WARM GRAYMETAL-CLAD BEAMSEXPT-2DECORATIVE SLATS IN WOOD-LOOK;ALT. OPTION: IPE WOOD RAINSCREENPER MASTER DEVELOPMENT SPECEXSM-1ENGINEERED STONEPLANTER BOXESEXCSM-1PAINTED METAL DOORPT-9PAINTED METAL DOORPT-9WOOD-LOOK PORCELAIN TILEALT: IPE WOOD RAINSCREENPER MASTER DEVELOPMENTSPECEXWT-1WOOD-LOOK PORCELAIN TILEALT: IPE WOOD RAINSCREENPER MASTER DEVELOPMENTSPECEXWT-1120'-5"3'-0"15'-3"1'-6"31'-0"DARK WARM GRAYMETAL-CLAD CAPEXPC-1114'-0"1'-6"1'-6"20'-5"1'-10"23'-10"+22'-0"T.O. LOWER PARAPET+25'-6"T.O. UPPER PARAPET+8'-0"T.O. ENCLOSUREPAINTED METALGATESEXPT-2PORCELAIN TILEEXWT-4DARK WARM GRAYMETAL-CLAD CAPEXPC-11DECORATIVE SLATS INWOOD-LOOK; ALT. OPTION: IPEWOOD RAINSCREENPER MASTER DEVELOPMENT SPECEXSM-112'-6"+0'-0"FIN. FLREXCSM-2ENGINEERED STONESILLENGINEERED STONESILLPORCELAIN TILEEXWT-3ENGINEERED STONEBASEEXCSM-1EXCSM-1EXCSM-2PORCELAIN TILEEXWT-3ENGINEERED STONEBASEEXCSM-1PAINTED METAL DOORENGINEERED STONEPLANTER BOXESPT-959'-4"3'-0"3'-0"19'-0"1'-6"17'-9"14'-9"6'-4"+17'-0"T.O. ROOFPORCELAIN TILEEXWT-4PORCELAIN TILEEXWT-2WOOD-LOOKPORCELAIN TILEEXWT-1DARK WARM GRAYMETAL-CLAD BEAMSEXPC-11DARK WARM GRAYMETAL-CLAD BEAMSEXPC-11DECORATIVE SLATS IN WOOD-LOOK;ALT. OPTION: IPE WOOD RAINSCREENPER MASTER DEVELOPMENT SPEC;OPEN BETWEEN SLATSEXSM-1DARK WARM GRAYMETAL-CLAD BEAMSEXPC-11EXTERIOR SIGNAGEBY SIGN CONTRACTOR.SEPARATE PERMIT.DECORATIVE SLATS IN WOOD-LOOK;ALT. OPTION: IPE WOOD RAINSCREENPER MASTER DEVELOPMENT SPECEXSM-1WOOD-LOOK PORCELAIN TILEALT: IPE WOOD RAINSCREENPER MASTER DEVELOPMENTSPECEXWT-1+22'-0"T.O. LOWER PARAPET+25'-6"T.O. UPPER PARAPET+8'-0"T.O. ENCLOSUREENGINEERED STONEBASEEXCSM-1DARK WARM GRAYMETAL-CLAD CAPEXPC-1115'-0"OPEN BETWEEN SLATSOPEN BETWEEN SLATSELEVATIONAREASMATERIALSTOTALNETGLAZING/DOORSMETALSTONETILEWOODFRONT (EAST)LEFT (SOUTH)BACK (WEST)RIGHT (NORTH)PATIO2918.8 SF1187.5 SF, 40%1731.3 SF146.4 SF8%345.7 SF20%1092.2 SF63%147.0 SF9%1534.3 SF94.9 SF, 7%1439.4 SF93.6 SF7%417.6 SF29%865.9 SF60%62.3 SF4%2933.7 SF265.9 SF, 9%2667.8 SF136.8 SF5%460.3 SF17%1915.5 SF72%155.2 SF6%1529.6 SF27.5 SF, 2%1502.1 SF69.4 SF5%377 SF25%966.8 SF64%88.9 SF6%MATERIAL DISTRIBUTION(EXSM-1)(WT-1,2,3,4)(EXCSM-1,2)(EXPC-11)COPYRIGHT NOTICE:These drawings and specifications are copyrighted andsubject to copyright protection as an "architectural work"under sec. 102 of the copyright act, 17 U.S.C. As amendedJanuary 2003. The protection includes, without limitation,the overall form, arrangement and composition of spaces,and elements of the design. Under such protection,unauthorized use of these drawings and specifications mayresult in cessation of construction, building seizure, and / ormonetary liability.16435 North Scottsdale Rd. Suite 195Scottsdale, Arizona 85254T+1 480 998 4200 F+1 480 998 7223www. .comAAD:FITCH, Inc.STORE EVOLUTION TEAM - STORE 2NORTH PRESTON & FRONTIER PKWYPROSPER, TX 75078DATE:SHEET:2019-02-05SCALE:DRAWN BY:PROJECT NUMBER:320108463-AS NOTEDVICTORY AT FRONTIER,BLOCK A, LOT 2.TOWN PROJECT NUMBERPREPARATION DATED18-0127/ D19-0063WEST ELEVATION - REAR3/32" : 1'-0"4SOUTH ELEVATION - SIDE3/32" : 1'-0"AEE-2NOTE:·THIS FACADE PLAN IS FOR CONCEPTUAL PURPOSES ONLY. ALLBUILDING PLANS REQUIRE REVIEW AND APPROVAL FROM THEBUILDING INSPECTIONS DEPARTMENT.·ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLICVIEW. ROOFTOP MOUNTED EQUIPMENT SHALL BE SCREED BY APARAPET WALL OR SCREENING WALL. SCREENING WALLS SHALL BETHE SPECIFICATIONS OF THE ZONING ORDINANCE.·WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALLBE PAINTED TO MATCH THE BUILDING.·ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVALBY THE BUILDING INSPECTIONS DEPARTMENT.·WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITYOF TEN (10) PERCENT.·ANY DEVIATION FROM THE APPROVED FACADE PLAN WILL REQUIRERE-APPROVAL BY THE TOWN OF PROSPER.
+0'-0"FIN. FLR+19'-0"T.O. FASCIA+27''-0"T.O. ROOF+16'-0"B.O. FASCIADIMENSIONAL FASCIA BANDALPOLIC ACM PANELS IN BSM BLACKEYEBROW LIGHTING AT TOP OFCANOPY FASCIAENGINEERED STONEBASEEXCSM-1CORRUGATED PITCHED METAL ROOFPAINTED TO MATCH ALPOLIC ACMPANELS IN BSM BLACK16'-0"36'-0"152'-0"ENGINEERED STONEBASEEXCSM-1+0'-0"FIN. FLR+19'-0"T.O. FASCIA+27''-0"T.O. ROOF+16'-0"B.O. FASCIADIMENSIONAL FASCIA BANDALPOLIC ACM PANELS IN BSM BLACKCORRUGATED PITCHED METAL ROOFPAINTED TO MATCH ALPOLIC ACMPANELS IN BSM BLACKEYEBROW LIGHTING AT TOP OFCANOPY FASCIA33'-0"10'-0"8'-6"EQ.EQ.EQ.+0'-0"FIN. FLR+19'-0"T.O. FASCIA+27''-0"T.O. ROOF+16'-0"B.O. FASCIADIMENSIONAL FASCIA BANDALPOLIC ACM PANELS IN BSM BLACKEYEBROW LIGHTING AT TOP OFCANOPY FASCIAENGINEERED STONEBASEEXCSM-1CORRUGATED PITCHED METAL ROOFPAINTED TO MATCH ALPOLIC ACMPANELS IN BSM BLACK16'-0"36'-0"COPYRIGHT NOTICE:These drawings and specifications are copyrighted andsubject to copyright protection as an "architectural work"under sec. 102 of the copyright act, 17 U.S.C. As amendedJanuary 2003. The protection includes, without limitation,the overall form, arrangement and composition of spaces,and elements of the design. Under such protection,unauthorized use of these drawings and specifications mayresult in cessation of construction, building seizure, and / ormonetary liability.16435 North Scottsdale Rd. Suite 195Scottsdale, Arizona 85254T+1 480 998 4200 F+1 480 998 7223www. .comAAD:FITCH, Inc.STORE EVOLUTION TEAM - STORE 2NORTH PRESTON & FRONTIER PKWYPROSPER, TX 75078DATE:SHEET:2019-02-05SCALE:DRAWN BY:PROJECT NUMBER:320108463-AS NOTEDVICTORY AT FRONTIER,BLOCK A, LOT 2.TOWN PROJECT NUMBERPREPARATION DATED18-0127/ D19-0061FUEL CANOPY- SIDE3/32" : 1'-0"2FUEL CANOPY- FRONT3/32" : 1'-0"AEE-43FUEL CANOPY- PERSPECTIVENTS
COPYRIGHT NOTICE:These drawings and specifications are copyrighted andsubject to copyright protection as an "architectural work"under sec. 102 of the copyright act, 17 U.S.C. As amendedJanuary 2003. The protection includes, without limitation,the overall form, arrangement and composition of spaces,and elements of the design. Under such protection,unauthorized use of these drawings and specifications mayresult in cessation of construction, building seizure, and / ormonetary liability.16435 North Scottsdale Rd. Suite 195Scottsdale, Arizona 85254T+1 480 998 4200 F+1 480 998 7223www. .comAAD:FITCH, Inc.STORE EVOLUTION TEAM - STORE 2NORTH PRESTON & FRONTIER PKWYPROSPER, TX 75078DATE:SHEET:2019-02-05SCALE:DRAWN BY:PROJECT NUMBER:320108463-AS NOTEDVICTORY AT FRONTIER,BLOCK A, LOT 2.TOWN PROJECT NUMBERPREPARATION DATED18-0127/ D19-006AEE-51EXTERIOR RENDERED VIEWNTS
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The leadership of GARCO, LLC, a custom homebuilder near Miami, are keenly aware
of the need for exterior building materials that are substantial, strong, and stylish.
When the GARCO company headquarters was relocated to a new facility in Kendall,
Florida, the team behind the project specified Crossville’s gauged porcelain tile panels
to skin the exterior of the new location. More than just a “pretty facade”, the
Crossville porcelain panels serve as a formidable, non-load bearing layer that serves
to protect the building from the effects of weather.
With its ability to skin a variety of surfaces, Crossville’s gauged porcelain tile panels
offer many unique benefits that made them ideal for this highly visible corporate
headquarters. The design team opted to incorporate the aesthetically appealing I
Naturali collection to cover the exterior surfaces and columns at the building’s
entrance. The I Naturali panels offer a classic, artisanal natural stone look and come
in the large size of 1m x 3m. These generous outer dimensions provide efficiency in
installation, fewer grout joints, and a more sleek and uninterrupted look.
Tile contractor Ivan “Chino” Herrera, owner of The Miami Floors, is a qualified
installer of gauged porcelain tile panels. He attended workshops sponsored by
Crossville to be trained in the proper installation methodology and is now very
experienced in working with the material through a variety of other projects. For the
GARCO installation, Herrera and his team had the porcelain tile panels delivered to
the jobsite and hoisted to the roof where they were cut down to 78” x 27” panels for
the large areas and 27” x 27” for the columns. The panels were direct bonded to a
cement substrate using Laticrete Hydro Ban waterproofing and Laticrete 254
Platinum Thin-set mortar. Joints were filled with Laticrete Latasil Sealant. The result
of this skillful effort is a durable facade that offers a nearly seamless natural stone
style that will sustain beautifully regardless of the south Florida weather.
It’s fitting that these innovative Crossville gauged porcelain tile panels are the
Crossville Porcelain Tile Panels Complete Building's Exterior Facade https://crossvilleinc.com/inspiration-gallery/garco-south-florida/#crossvil...
1 of 2 11/30/2018, 5:22 PM
exterior surfacing solution of choice for GARCO’s Kendall headquarters. The
company, focused on showcasing the latest in homebuilding options, is now in a
stunning facility that greets its guests with the latest advancement for exterior
cladding.
Distributor: D&B Tile Distributors
Property Owner: GARCO, LLC
Tile Contractor: The Miami Floor, Ivan Herrera – owner
Photography: G. Richard Booth
Crossville Porcelain Tile Panels Complete Building's Exterior Facade https://crossvilleinc.com/inspiration-gallery/garco-south-florida/#crossvil...
2 of 2 11/30/2018, 5:22 PM
Built in the late 1950s, Bhojwani Tower was designed by Albert Anis, known for his
Art Deco architecture throughout Miami. Originally a bank, the Bhojwani, located on
the corner of one of Miami Beach’s busiest pedestrian intersections, operates as a
mixed-use building with residential and retail areas. When beginning the renovation
process, Kobi Karp Architecture and Interior Design not only had to consider
updating the building’s exterior to stringent building codes but also meeting the
requirements of the Miami Beach Historic Preservation Board.
Due to hurricanes, South Florida’s coastal areas fall into the High Velocity Hurricane
Zone. Miami-Dade identified that it isn’t wind and rain that causes the most damage
in strong storms; it’s exterior building pieces that come loose and become projectiles
during extreme conditions. Thus, the International Building Code does not allow
anything larger than 3 square feet to be attached to the outside of a building because
the adhesives used would cure before the cladding pieces are properly placed
—especially in the area’s warm climate. This would make cladding more prone to fly
off during storms. To meet all code and preservation requirements, the Kobi Karp
design team specified Crossville’s I Naturali collection of gauged porcelain tile panels
to cover the exterior walls of the Bhojwani Tower. The team also advised Miami-Dade
County officials that the Crossville material would meet stringent building codes and
come in on budget if mounted with HyCOMB USA’s innovative cladding system.
The HyCOMB USA team worked with D&B Tile Distributors to deliver the solution
for installation of Crossville’s gauged porcelain tile panels for this project. Daniel
Slain of HyCOMB USA explains that the company’s system works with Crossville’s
surfacing solution because of the unique backing configuration and proven
performance during testing for extreme conditions. In the testing, a standard piece of
2″x4″ lumber is shot out of an air cannon at a rate of 50 feet per second. That’s over
34 miles per hour. This exercise shows simulated impact from airborne objects in
hurricane situations.
“We have a honeycomb backer that is .75” thick. We bond the gauged porcelain tile
panels to our core. To comply with the code (for the High Velocity Hurricane Zone),
HyCOMB panels were tested by shooting a 2″x4″ at 50 fps at our panels while
sustaining minimal damage, but remained intact,” explains Slain.
Crossville’s panels are 1M x 3M and relatively simple to work with for experienced
installers who have received training with the material. The bonding of the tile panels
to the HyCOMB USA core offers distinct efficiencies unparalleled by other surfacing
options.
Slain shares,”“To direct bond, it would require more time because each row would
have to set for a day. Our panels are independent of each other and held in place by
mechanical fasteners. They do not rest on the layer below. On normal size stone
panels we would need a five-man crew. With the Crossville porcelain tile panels, we
use three people and produce twice the square footage each day.”
Another major advantage of using the Crossville tile panels is the weight compared to
Crossville Porcelain Tile Panels Complete Building's Exterior Facade https://crossvilleinc.com/inspiration-gallery/bhojwani-tower-miami/
1 of 2 11/30/2018, 5:24 PM
other cladding options. These panels are light enough in weight to be handled by
fewer workers. This is important to note for the Bhojwani project because of its
location on a busy street corner in the heart of the tourist district. If the architects had
specified natural stone, the project team would have faced more time-consuming
challenges and safety issues. With the porcelain panels, the three-man crew was able
to lift the tiles through the scaffolding and put in place using HyCOMB’s fastening
system—reducing both time and risk factors for the project during installation.
Beyond the benefits of installation efficiencies, the tile panels’ classic, timeless look
answers aesthetic demands and are actually more consistent in appearance than
other materials such as natural stone.
The panels not only offer a beautiful appearance for the building, but they will also be
able to withstand the harsh South Florida elements. They’re innately resistant to UV
rays and are highly scratch-proof and resistant to deep abrasion. Also, the panels are
eco-friendly, as the body of the tiles is comprised of natural raw materials, and the tile
does not release toxins into the environment.
Right style, right performance, right for the environment—Crossville’s porcelain tile
panels are ideal for Miami Beach’s preservation standards and the seasonless appeal
of this iconic destination.
Architect: Kobi Karp Architecture and Interior Design
Tile Installer: Carolina Correa with Stoneworks, USA
Tile Distributor: D&B Tile Distributors
Mechanical Fastening System: HyCOMB USA
Photography: Dick Booth, Boca Publishing
Crossville Porcelain Tile Panels Complete Building's Exterior Facade https://crossvilleinc.com/inspiration-gallery/bhojwani-tower-miami/
2 of 2 11/30/2018, 5:24 PM
Crossville, Inc. • P.O. Box 1168, Crossville, TN 38557 • Phone: 931.484.2110 • Fax: 931.456.2956 • E-Mail: Crossc@CrossvilleInc.com • CrossvilleInc.com
Natural Inspirations – Fokos
Fokos – 3+ and 5.6mm Gauged Porcelain Tile Panels
Sand, earth, salt and rock come together in a palette inspired by Grecian landscape.
Where earth meets man and nature converges with design you find Fokos.
Rena - L3917 - 5.6 (Floors & Walls) - Stocking L4903 - 3+ (Walls) - Special Order
Roccia - L3916 - 5.6 (Floors & Walls) - Stocking L4482 - 3+ (Walls) - Special Order
Piombo - L4338 - 5.6 (Floors & Walls) - Stocking L4879 - 3+ (Walls) - Special Order
Terra - L3915 - 5.6 (Floors & Walls) - Stocking L4496 - 3+ (Walls) - Special Order
Sale - L3914 - 5.6 (Floors & Walls) - Stocking L4489 - 3+ (Walls) - Special Order
Note! These samples depict base
color and sheen. Please refer to our
website for a more accurate
depiction of veining and pattern.
*See chart on the next page for
further information
Crossville, Inc. • P.O. Box 1168, Crossville, TN 38557 • Phone: 931.484.2110 • Fax: 931.456.2956 • E-Mail: Crossc@CrossvilleInc.com • CrossvilleInc.com
Natural Inspirations – Fokos
Specifications
Product Codes
Series and Color Item Codes Special Order Sizes**
3+ 1M3M 3+ 1M1M**5.6 1M3M**5.6 1M1M 3+5.6
Fokos Piombo L4879.1M3M †L4338.1M3M †x
Fokos Rena L4903.1M3M †L3917.1M3M †x
Fokos Roccia L4482.1M3M †L3916.1M3M †x
Fokos Sale L4489.1M3M †L3914.1M3M †x
Fokos Terra L4496.1M3M †L3915.1M3M †x
† Please Contact Customer Service for lead times and availability.
** Special Order Items are only sold in full crate quanities.
Sand, earth, salt and rock come
together in a palette inspired by
Grecian landscape. Where earth
meets man and nature converges
with design you find Fokos.
• Available in 3+ for wall use and
5.6 for floor and wall use
• Unparalleled testing and training
ensures high performance
• Suitable for indoor surfaces
Product Features & Benefits
Laminam 5.6
Fokos_Rena
Laminam 5.6mm
Floor - Fokos_Piombo
Backsplash - Crossville Yin + Yang
Koi Pond Hex
Laminam 1 meter x 1 meter sheets*
LAMINAM 3+ LAMINAM 5.6
Piece 10.76 sq. ft./piece 10.76 sq. ft./piece
Carton 3 pc./carton 2 pc./carton
Sq. ft./carton 32.28 sq. ft./carton 21.52 sq. ft./carton
Sq. ft./pallet 1.097.52 sq. ft./pallet 538.0 sq. ft./pallet
Lbs./piece 18.07 lbs./piece 31.27 lbs./piece
Lbs./pallet 1,843.14 lbs./pallet 1,563.50 lbs./pallet
Cartons/pallet 34 cartons/pallet 25 cartons/pallet
Laminam 1 meter x 3 meter sheets*
LAMINAM 3+LAMINAM 5.6
Piece 32.29 sq. ft./piece 32.29 sq. ft./piece
Crate 20 pc./crate 13 pc./crate
Sq. ft./crate 645.80 sq. ft./crate 419.77 sq. ft./crate
Lbs./piece 51.66 lbs./piece 93.96 lbs./piece
Lbs./crate 1,285 lbs./crate
(includes crate weight)
1,422 lbs./crate
(includes crate weight)
Sq. ft. minimum order 32.29 sq. ft.32.29 sq. ft.
* Laminam arrives in oversize crates. These
crates require proper receiving and handling
equipment.
Note: Non-full crate orders of 5.6mm
Laminam or mixed orders of 3+ and 5.6 mm will
arrive on vertical A-frame type crates. These
A-frames require the same specialized handling
equipment.Please refer to the Laminam
technical guide online for receiving and handling
information at LaminambyCrossville.com.
Crossville, Inc. • P.O. Box 1168, Crossville, TN 38557 • Phone: 931.484.2110 • Fax: 931.456.2956 • E-Mail: Crossc@CrossvilleInc.com • CrossvilleInc.com
Foundations – Blend
Grigio - L1367 - 3+ (Walls) - Stocking L 3521 - 5.6* (Floors & Walls ) - Stocking
Nero - L1510 - 3+ (Walls) - Stocking L4401 - 5.6* (Floors & Walls ) - Stocking
Blend – 3+ and 5.6mm Gauged Porcelain Tile Panels
Avorio - L2048 - 3+ (Walls) - Stocking L4538 - 5.6* (Floors & Walls ) - Stocking
Noce - L2049 - 3+ (Walls) - Stocking L4743 - 5.6* (Floors & Walls ) - Stocking
Note! These samples depict base
color and sheen. Please refer to our
website for a more accurate
depiction of veining and pattern.
*See chart on the next page for
further information
Flexible, versatile and inspired by cement, with a special speckled visual effect. Blend reveals remarkably
broad-ranging application possibilities, making it ideal for the world of interior design
Crossville, Inc. • P.O. Box 1168, Crossville, TN 38557 • Phone: 931.484.2110 • Fax: 931.456.2956 • E-Mail: Crossc@CrossvilleInc.com • CrossvilleInc.com
• Available in 3+ for wall use and
5.6 for floor and wall use
• Unparalleled testing and training
ensures high performance
• Suitable for indoor surfaces
Laminam 1 meter x 1 meter sheets*
LAMINAM 3+ LAMINAM 5.6
Piece 10.76 sq. ft./piece 10.76 sq. ft./piece
Carton 3 pc./carton 2 pc./carton
Sq. ft./carton 32.28 sq. ft./carton 21.52 sq. ft./carton
Sq. ft./pallet 1.097.52 sq. ft./pallet 538.0 sq. ft./pallet
Lbs./piece 18.07 lbs./piece 31.27 lbs./piece
Lbs./pallet 1,843.14 lbs./pallet 1,563.50 lbs./pallet
Cartons/pallet 34 cartons/pallet 25 cartons/pallet
Laminam 1 meter x 3 meter sheets*
LAMINAM 3+LAMINAM 5.6
Piece 32.29 sq. ft./piece 32.29 sq. ft./piece
Crate 20 pc./crate 13 pc./crate
Sq. ft./crate 645.80 sq. ft./crate 419.77 sq. ft./crate
Lbs./piece 51.66 lbs./piece 93.96 lbs./piece
Lbs./crate 1,285 lbs./crate
(includes crate weight)
1,422 lbs./crate
(includes crate weight)
Sq. ft. minimum order 32.29 sq. ft.32.29 sq. ft.
* Laminam arrives in oversize crates. These
crates require proper receiving and handling
equipment.
Note: Non-full crate orders of 5.6mm
Laminam or mixed orders of 3+ and 5.6 mm will
arrive on vertical A-frame type crates. These
A-frames require the same specialized handling
equipment.Please refer to the Laminam
technical guide online for receiving and handling
information at LaminambyCrossville.com.
Foundations – Blend
Specifications
Product Codes
Product Features
Series and Color Item Codes Special Order Sizes**
3+ 1M3M 3+ 1M1M**5.6 1M3M 5.6 1M1M**3+5.6
Blend Avorio L2048.1M3M †L4538.1M3M †x
Blend Grigio L1367.1M3M †L3521.1M3M †x
Blend Nero L1510.1M3M †L4401.1M3M †x
Blend Noce L2049.1M3M †L4743.1M3M †x
† Please Contact Customer Service for lead times and availability.
** Special Order Items are only sold in full crate quanities.
Laminam 3+
Blend_ Avorio
Collection_Notte
Laminam 3+
Blend_ Nero
Architects: Kelly Architect
(George Kelly and Jen Smith)
Crossville, Inc. • P.O. Box 1168, Crossville, TN 38557 • Phone: 931.484.2110 • Fax: 931.456.2956 • E-Mail: Crossc@CrossvilleInc.com • CrossvilleInc.com
FS-LAM-BLEND-17
Distinctive Values
MAIN FEATURES
Dimensions 1000x3000mm
Perfectly Flat
3+: 52 lbs / pc
5.6: 94 lbs / pc
CHEMICAL RESISTANCE
Laminam resists organic and inorganic solvents, disinfectants and detergents.
It can be easily cleaned without affecting its surface characteristics; the only
product that can attack the slabs is hydrofluoric acid.
WEAR RESISTANCE
Laminam is highly scratch proof and resistant to deep abrasion. The properties
of the slabs remain unchanged even after intensive use and frequent cleaning.
HIGH FLEXURAL STRENGTH
Laminam has a high modulus of rupture. 3+ is 90 MOR and 5.6 is 50 MOR
which are high values. Typical porcelain value is 35-37.
FROST RESISTANCE
Laminam’s average water absorption is 0.1% therefore it is frost resistant and
suitable for any weather condition.
FIRE RESISTANT
Laminam does not contain organic material therefore it is resistant to fire
and high temperatures. In the event of fire it does not release smoke or toxic
substances.
CHROMATIC PROPERTIES
Laminam does not contain organic pigments and is resistant to UV rays. Even if
subjected to severe climate changes, the colors remain stable.
GRAFFITI
Laminam is a graffiti resistant ceramic surface; it is easy to clean and even the
strongest paints can be removed.
SUSTAINABLE
• The use of hybrid kilns that combine gas and electricity significantly reduces
CO2 emissions in the atmosphere
• Laminam has led the way to a photovoltaic system being installed on the
roofs of its two Fiorano Modenese plants
• Over a year, this photovoltaic system guarantees the production of around
1,050 GWh, thereby enabling the company to produce 10% of its energy
requirements
• In terms of CO2 reduction, Laminam's photovoltaic roof system eliminates
the release of 525 tons of CO2 into the atmosphere annually
• Member of the Green Building Council Italia, this Italian association of manu-
facturing leaders strive to transform the building market towards environ-
mental sustainability and to build livable
communities. Partners of GBC Italia promote environmental,
economic and social responsibility by innovating the way in
which buildings are designed, built and used.
Information listed here is subject to change. Please refer to
LaminambyCrossville.com for the latest, most accurate information.
Environmental Statement
Laminam is a dynamic, flexible and rapidly growing company that makes recycling and sustainability its duty.
The revolutionary slab produced by Laminam does not neglect environmental friendliness: natural raw materials, sustainable technology, entirely recyclable products
are at the heart of the company’s green philosophy. Laminam is associated with the Green Building Council: created with natural materials, the slab does not release any
substance into the environment and unbacked can be easily milled and recycled in other production cycles. Laminam slabs are produced adopting sustainable technol-
ogy which respects the entire ecosystem and is designed to reduce processing waste to a minimum and to limit the use of resources. The use of hybrid kilns that combine
gas and electricity significantly reduces CO2 emissions in the atmosphere. Thanks to its large format Laminam optimizes the transport, thus reducing the emission of
particulate matter which is harmful for the environment.
Moreover, Laminam has recently completed its own photovoltaic roof, a plant that today has already produced 1 GWh of energy and that in one year is expected to produce
an estimated 1.387 GWh, therefore reducing the CO2 emission by 617 tons in the atmosphere and allowing Laminam to produce 15% of its energy requirements.
About Laminam® by Crossville®
Laminam, a brand which stands for innovative materials and unique technology,
is the leader in large format porcelain panel production. Revolutionary
technology concentrates three square meters into unbelievably thin por-
celain: 3+ for interior walls and 5.6 for interior floors. Versatile and flexible,
it is a genuine skin for contemporary architecture, and is ideal in a host of
applications.
Capable of anticipating lifestyle trends, accommodating the needs of design,
and participating in the dialog of global architecture, Laminam and Crossville
Inc. have joined together to bring Laminam® by Crossville® to the U.S.
marketplace. Large format porcelain panels for interior walls and flooring–
together, creativity is limitless.
Applications
Laminam® is suitable for many indoor applications:
BUILDING SECTOR
Floor and wall coverings, partition and storage walls, false ceilings, surface
finishes and restoration, insulated panels and tunnels.
INTERIOR DESIGN
Surfaces of kitchen and bathroom tops, cupboards, tables, desks, doors and
furnishings in general.
SHIPBUILDING SECTOR
The lightness and high technical properties of Laminam make it
suitable for walls of cruise ships and sports crafts.
COMPOSITE AND STRUCTURAL PANELS
The slabs can be placed on top of each other or over other materials to create
extremely light and particularly resistant composite and structural panels
suitable in all those cases that require high resistance and reduced weight load
on the surface.
Technical Specifications
LAMINAM 3+ and 5.6 mm
Laminam porcelain obtained by wet grinding of clayish raw materials, granite
and metamorphic feldspar-containing rocks and ceramic pigments. Com-
pacted by a special shaping in compactor and sintering at 1200°C, with hybrid
firing.
Technical Info
LAMINAM 3+
Laminam 3+ is made up of the basic slab with the structure reinforced with
fiberglass matting applied on the back using special adhesive.
Thickness: 3mm plus .5mm fiberglass mesh.
Use of Laminam 3+
• Interior wall covering applied using adhesive
LAMINAM 5.6mm
• Interior floors below, and slab on interior floors above grade concrete and
interior and exterior wall coverings. (See Laminam Technical Guide for more
information).
• Polished finishes require a penetrating sealer prior to grouting. Please
Note: Due to DCOF value, these tile panels are not recommended for
applications in wet areas or areas where standing water may occur.
• Due to the grooved texture, when rail cutting Laminam Satori Beige,
Crossville® recommends scoring face down.
Foundations – Blend
Crossville, Inc. • P.O. Box 1168, Crossville, TN 38557 • Phone: 931.484.2110 • Fax: 931.456.2956 • E-Mail: Crossc@CrossvilleInc.com • CrossvilleInc.com
Natural Inspirations – Fokos
Distinctive Values
MAIN FEATURES
Dimensions 1000x3000mm
Perfectly Flat
3+: 52 lbs / pc
5.6: 94 lbs / pc
CHEMICAL RESISTANCE
Laminam resists organic and inorganic solvents, disinfectants and detergents.
It can be easily cleaned without affecting its surface characteristics; the only
product that can attack the slabs is hydrofluoric acid.
WEAR RESISTANCE
Laminam is highly scratch proof and resistant to deep abrasion. The properties
of the slabs remain unchanged even after intensive use and frequent cleaning.
HIGH FLEXURAL STRENGTH
Laminam has a high modulus of rupture. 3+ is 90 MOR and 5.6 is 50 MOR
which are high values. Typical porcelain value is 35-37.
FROST RESISTANCE
Laminam’s average water absorption is 0.1% therefore it is frost resistant and
suitable for any weather condition.
FIRE RESISTANT
Laminam does not contain organic material therefore it is resistant to fire
and high temperatures. In the event of fire it does not release smoke or toxic
substances.
CHROMATIC PROPERTIES
Laminam does not contain organic pigments and is resistant to UV rays. Even if
subjected to severe climate changes, the colors remain stable.
GRAFFITI
Laminam is a graffiti resistant ceramic surface; it is easy to clean and even the
strongest paints can be removed.
SUSTAINABLE
• The use of hybrid kilns that combine gas and electricity significantly reduces
CO2 emissions in the atmosphere
• Laminam has led the way to a photovoltaic system being installed on the
roofs of its two Fiorano Modenese plants
• Over a year, this photovoltaic system guarantees the production of around
1,050 GWh, thereby enabling the company to produce 10% of its energy
requirements
• In terms of CO2 reduction, Laminam's photovoltaic roof system eliminates
the release of 525 tons of CO2 into the atmosphere annually
• Member of the Green Building Council Italia, this Italian association of manu-
facturing leaders strive to transform the building market towards environ-
mental sustainability and to build livable
communities. Partners of GBC Italia promote environmental,
economic and social responsibility by innovating the way in
which buildings are designed, built and used.
Information listed here is subject to change. Please refer to
LaminambyCrossville.com for the latest, most accurate information.
Environmental Statement
Laminam is a dynamic, flexible and rapidly growing company that makes recycling and sustainability its duty.
The revolutionary slab produced by Laminam does not neglect environmental friendliness: natural raw materials, sustainable technology, entirely recyclable products
are at the heart of the company’s green philosophy. Laminam is associated with the Green Building Council: created with natural materials, the slab does not release any
substance into the environment and unbacked can be easily milled and recycled in other production cycles. Laminam slabs are produced adopting sustainable technol-
ogy which respects the entire ecosystem and is designed to reduce processing waste to a minimum and to limit the use of resources. The use of hybrid kilns that combine
gas and electricity significantly reduces CO2 emissions in the atmosphere. Thanks to its large format Laminam optimizes the transport, thus reducing the emission of
particulate matter which is harmful for the environment.
Moreover, Laminam has recently completed its own photovoltaic roof, a plant that today has already produced 1 GWh of energy and that in one year is expected to produce
an estimated 1.387 GWh, therefore reducing the CO2 emission by 617 tons in the atmosphere and allowing Laminam to produce 15% of its energy requirements.
About Laminam® by Crossville®
Laminam, a brand which stands for innovative materials and unique technology,
is the leader in large format porcelain panel production. Revolutionary
technology concentrates three square meters into unbelievably thin por-
celain: 3+ for interior walls and 5.6 for interior floors. Versatile and flexible,
it is a genuine skin for contemporary architecture, and is ideal in a host of
applications.
Capable of anticipating lifestyle trends, accommodating the needs of design,
and participating in the dialog of global architecture, Laminam and Crossville
Inc. have joined together to bring Laminam® by Crossville® to the U.S.
marketplace. Large format porcelain panels for interior walls and flooring–
together, creativity is limitless.
Applications
Laminam® is suitable for many indoor applications:
BUILDING SECTOR
Floor and wall coverings, partition and storage walls, false ceilings, surface
finishes and restoration, insulated panels and tunnels.
INTERIOR DESIGN
Surfaces of kitchen and bathroom tops, cupboards, tables, desks, doors and
furnishings in general.
SHIPBUILDING SECTOR
The lightness and high technical properties of Laminam make it
suitable for walls of cruise ships and sports crafts.
COMPOSITE AND STRUCTURAL PANELS
The slabs can be placed on top of each other or over other materials to create
extremely light and particularly resistant composite and structural panels
suitable in all those cases that require high resistance and reduced weight load
on the surface.
Technical Specifications
LAMINAM 3+ and 5.6 mm
Laminam porcelain obtained by wet grinding of clayish raw materials, granite
and metamorphic feldspar-containing rocks and ceramic pigments. Com-
pacted by a special shaping in compactor and sintering at 1200°C, with hybrid
firing.
Technical Info
LAMINAM 3+
Laminam 3+ is made up of the basic slab with the structure reinforced with
fiberglass matting applied on the back using special adhesive.
Thickness: 3mm plus .5mm fiberglass mesh.
Use of Laminam 3+
• Interior wall covering applied using adhesive
LAMINAM 5.6mm
• Interior floors below, and slab on interior floors above grade concrete and
interior and exterior wall coverings. (See Laminam Technical Guide for more
information).
• Polished finishes require a penetrating sealer prior to grouting. Please
Note: Due to DCOF value, these tile panels are not recommended for
applications in wet areas or areas where standing water may occur.
• Due to the grooved texture, when rail cutting Laminam Satori Beige,
Crossville® recommends scoring face down.
FS-LAM-FOKOS-17
CROSSVILLE INCORPORATED/USA Limited Product Warranty
LAMINAM® 3+ Wall and 5.6 Floor/Wall
This warranty document also serves as a Certificate of Compliance.
Crossville Incorporated guarantees that its LAMINAM 3+ Wall and 5.6 Floor/Wall products
will meet or exceed the performance specifications outlined in ANSI 137.3 - 2017.
Residential Lifetime Quality Warranty
Should any Laminam 3+ Wall and 5.6 Floor/Wall product installed in a residential setting fail
due to a manufacturing defect, Crossville Inc. replace the defective product pieces as it
deems fit (installation not included). This Crossville Inc.’s Limited Lifetime Warranty covers
your purchase of Crossville Inc. Laminam 3+ Wall and 5.6 Floor/Wall products for as long as
you own your home. This warranty is non-transferable.
Commercial Warranty
In the event of latent defects caused by improper manufacture, the company will replace any
defective units FOB plant (installation not included), provided the company is notified within
one year of installation or within 18 months of shipment of product, whichever occurs first.
Regarding both Residential and Commercial Limited Warranty’s, specific installation details,
structural design and environmental conditions are beyond the control of the company.
Crossville Inc. cannot accept responsibility for the performance of its products where
improper installation, design or environmental conditions exist.
DISCLAIMER
Laminam 3+ Wall and 5.6 Floor/Wall, by the nature of the product, is a material that is
subject to variation in veining and/or color as well as technical specifications. This is due to
the variability of the natural raw ingredients and the production process itself. Any misuse of
the product by the customer including physical or chemical abuse, or negligence is not
covered under warranty. Installation defects or deficiencies are not covered by this warranty.
Any defect visual or otherwise that is apparent prior to installation is not covered by this
warranty. Samples and merchandising are for general reference only.
In no event shall Crossville Inc.’s liability on any claim made by anyone exceed the purchase
price paid for the product by said customer in respect to the Crossville Inc. materials on
which damages are being claimed.
You can find more information about our many tile products, along with other Product
Performance Data and installation specifications at www.crossvilleinc.com
or call (931)-484-2110
Technical Services
Crossville Incorporated
7-17
Crossville's
Technical Manual ⁄
Guidelines
Laminam 3+ and 5.6
Your exclusive source for
Laminam in the United States
LIT-LAMII-16
May 2016
Information listed here is subject to change.
Please refer to LaminambyCrossville.com
for the latest, most accurate information.
Installation Manual
3
04 1 THE PRODUCT
1.1 Laminam 3+
1.2 Laminam 5.6
05 2 PACKING SPECIFICATIONS
2.1 Laminam 1 Meter x 1 Meter
2.2 Laminam 1 Meter x 3 Meter
06 3 MATERIAL HANDLING
3.1 Fork Lift Requirements
07 3.2 Ideal Handling Equipment
3.3 Shipping and Unloading Requirements
3.4 Manual Handling and Storage
08 3.5 Euro-Grip/Euro-Slide Frame/Transporter
4 INSTALLATION
4.1 Current Applications Laminam 3+
4.2 Current Applications Laminam 5.6
09 4.3 Countertops
4.4 Suitable Substrates - Walls
4.5 Suitable Substrates - Floors
4.6 Substrate Requirements
4.7 Movement Joints
10 4.8 Install with Qualified Labor
5 INSTALLATION PROCESS
5.1 Installation Recommendations
10 5.2 Portable Work Station
11 5.3 Recommended Equipment
11-12 5.4 Use of Rail Cutters
12 5.5 Cutting and Drilling
5.6 Dry Cutting Electrical Boxes
5.7 Mortar Application
12-14 5.8 Application to the Substrate
15 5.9 Grouting
5.10 Edge Treatments and Profiles
16 5.11 Critical Review Points
6 CARE AND MAINTENANCE
6.1 Initial Care and Maintenance
7 TECHNICAL PERFORMANCE
7.1 Product Specifications
17 8 MORTAR AND GROUT SELECTION GUIDE
8.1 Manufacturer’s Product Information
18 9 EXTERIOR DIRECT BOND GUIDELINES
9.1 Code Compliance and Approval
9.2 Installation Methods
9.3 Selection of Setting Material Company
19 9.4 Laminam Tech Guide
9.5 Qualified Labor
20 Contact Information
These porcelain tile panels are produced with an innovative tile technology. By pressing without the traditional die-mold commonly
used throughout the tile industry, then firing with highly controlled kilns at a temperature of approximately 2200 degrees F, this
breakthrough process successfully eliminates tension within the tile panel creating a uniformly large flat piece that can be cut or
trimmed with precise accuracy. The Laminam 3+ porcelain tile panels also have a fiberglass mesh permanently adhered to the back
for additional strength and flexibility.
All installation systems to utilize applicable TCNA Handbook detail and additionally the installation guidelines detailed
in this manual.
• Interior walls and countertops
• Exterior Walls per exterior direct bond guidelines in section 9
• Cut to size is available with additional lead time and cost.
Check with Crossville customer service for details (931-484-2110)
These porcelain tile panels are produced with an innovative tile technology. By pressing without the traditional die-mold
commonly used throughout the tile industry, then firing with highly controlled kilns at a temperature of approximately 2200
degrees F, this breakthrough process successfully eliminates tension within the tile panel creating a uniformly large flat piece that
can be cut or trimmed with precise accuracy.
All installation systems to utilize applicable TCNA Handbook detail and additionally the installation guidelines detailed
in this manual.
• Interior Floors slab on grade, below grade, or above grade concrete and over well-bonded and properly prepared tile, on,
below, or above grade
• Laminam 5.6 porcelain tile panels over substrates supported by wood framing shall utilize TCNA Handbook details
F141-15 STONE or F250-15 STONE. Consult the installation materials manufacturer you are using to confirm acceptability
of this recommendation.
• Interior walls and countertops
• Exterior Walls per exterior direct bond guidelines in section 9
• Interior Stairs constructed per TCNA S151 - consideration should be given to appropriate DCOF and wear/impact resistance.
Pre-formed stair nosing profiles should be considered.
• Cut to size is available with additional lead time and cost.
Check with Crossville customer service for details (931-484-2110)
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FIG. 1 LAM-CRATE = minimum 44” fork length required for side lift
FIG. 2 LAM-CRATE = minimum 84” fork length required for end lift FIG. 3 A-FRAME
Note: Non-full crate orders of 5.6mm Laminam or mixed orders of 3+ and 5.6 mm will arrive on vertical A-frame type crates (depends on quantities, timing, and
thicknesses on the order - check with Crossville Customer Service for details 931-484-2110). Full crate orders transferred to A-frames will incur additional charges
and lead times.
LAMINAM 3+ Porcelain Tile Panels LAMINAM 5.6 Porcelain Tile Panels
PIECE 10.76 sq. ft. / piece 10.76 sq. ft. / piece
CARTON 3 pc. / carton 2 pc. / carton
SQ. FT. / CARTON 32.28 sq. ft. / carton 21.52 sq. ft. / carton
SQ. FT. / PALLET 807 sq. ft. / pallet 538.0 sq. ft. / pallet
LBS / PIECE 18.07 lbs. / piece 31.27 lbs. / piece
LBS / PALLET 1,843.14 lbs. / pallet 1,563.50 lbs. / pallet
CARTONS /PALLET 25 cartons / pallet 25 cartons / pallet
3(405(44,;,9?4,;,9
3(405(44,;,9?4,;,9
LAMINAM 3+ Porcelain Tile Panels LAMINAM 5.6 Porcelain Tile Panels
PIECE 32.29 sq. ft. / piece 32.29 sq. ft. / piece
CRATE 20 pc. / crate 13 pc. / crate
SQ. FT. / CRATE 645.80 sq. ft. / crate 419.77 sq. ft. / crate
LBS / PIECE 54.25 lbs. / piece 93.81 lbs. / piece
LBS / CRATE 1,285 lbs. / crate (includes crate weight)1,419.53 lbs. / pallet (includes crate weight)
SQ. FT MINIMUM ORDER 32.29 sq. ft.32.29 sq. ft.
Laminam Porcelain Tile Panels arrive in oversize crates. These crates require
proper receiving and handling equipment.
Laminam Porcelain Tile Panels arrive in oversize crates. These crates require
proper receiving and handling equipment.
5
STANDARD FORK LIFT-SIDE
Handling of the Lam-crate – recommend 44” forks to
handle the crate from the side. Important to have 44” forks
so they extend all the way across the crate to support the
back runner. As shown in fig. 4.
CROSS RUNNERS
Shipments of Laminam crates will load with the
narrow end of the crate facing out. Unloading will
require a fork truck with a minimum of 84" forks and
5000 pound lift capacity.
If you have a fork length shorter than 84" you will miss
the cross-runner and cause damage, especially when
tilting back.
As shown in fig. 5 & 6.
It is important to support the cross runners. You can see the
cross-runners in fig. 5.
4(;,90(3/(5+305.
-VYR3PM[9LX\PYLTLU[Z
CR4=84”
FIG. 4 – LAM-CRATE standard fork lift - side
FIG. 5 – LAM-CRATE – CROSS RUNNERS view of crate with 84” forks underneath
FIG. 6 – LAM-CRATE – CROSS RUNNERS Underside view with 84” forks
6
96" CRATE TRUCK / PALLET JACK
A crate truck or pallet jack is recommended to move crates
in your warehouse. These units have 96" forks to lift crates
straight up without tilting. 96" extended fork pallet jacks
are also available from U-Line (800-295-5510) or Vestil
(800-348-0868).
4(;,90(3/(5+305.
0KLHS/HUKSPUN,X\PWTLU[
Container loads are stacked 8 crates high, weighing 10,000
pounds. If you have a direct container shipment, it requires
different equipment.
Please contact Crossville for logistical assistance with
container orders.
Crossville normally ships its crates a maximum of 3 crates
high. Customers can handle these shipments with 5000
pound capacity fork lifts and 84" forks.
:OPWWPUNHUK<USVHKPUN9LX\PYLTLU[Z
FIG. 7 – CRATE TRUCK FORKS & PALLET JACK
Handling Video -
O[[W!IP[S`/HUKSPUN7VYJLSHPU;PSL7HULSZ
Two installers should handle the tile panels, always keeping
it perpendicular to the floor while protecting the corners
from impact (fig. 8). Grip gloves are required when lifting and
moving the tile panels to ensure positive hold and to protect
hands against fiberglass backing and tile edges (3+ mm).
Position the tile panels on the long side allowing them to lean
against a supporting wall while keeping cardboard or wooden
strips suitably spaced beneath them (fig. 9).
• CAUTION - Crates come equipped with metal corner
collars for stacking. To create awareness and avoid injury,
paint, cover or remove these collars (fig. 10).
4HU\HS/HUKSPUNHUK:[VYHNL
FIG. 8
FIG. 9
FIG. 10
7
To aid handling of 1meter x 3 meter (39.4" x 118.1") tile panels,
especially those weakened by drilled holes or openings and to
assist the wall/floor application, a suitable frame with suction cups
can be used. The Euro-Grip/Euro-Slide can be purchased from
European Tile Masters (www.europeantilemasters.com) (Euro-Grip
fig. 11a). The Euro-Grip/Euro-Slide can be reconfigured for use with
sizes smaller than full tile panels.
Always check the adhesion of the suction cups on the tile
panels prior to lifting.
For efficient moving of up to 8-16 tile panels, the Euro Transporter is
available from European Tile Masters. (fig. 11b)
4(;,90(3/(5+305.
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05:;(33(;065
*\YYLU[(WWSPJH[PVUZ3HTPUHT
• Interior Walls
• Exterior Walls (see section 9)
• Countertops
• Laminam 3+ Porcelain Tile Panels are NOT rated for floor
applications
• Laminam 3+ can be used on walls in a concave or convex direction
as long as the radius (r) of the curve equals or exceeds 5 meters
(16.4 feet) - applies only to 3+ in full meter length (10 feet) (fig. 12)
• Tile over tile (walls) - consult setting material manufacturer for
appropriate primer or other specific bonding requirements.
Existing substrates must comply with section 4.6.
FIG. 11a
*\YYLU[(WWSPJH[PVUZ3HTPUHT
• Interior Walls
• Exterior Walls (see section 9)
• Countertops
• Interior Floors slab on grade, below grade, or above grade
concrete-minimum cure 90 days.
• Interior Floors tile over tile on slab on grade, below grade, or above
grade concrete.
• Deflection requirements for above grade installations to be per
TCNA Handbook: “Floor systems over which tile will be installed
shall be in compliance with the IRC for residential applications,
the IBC for commercial applications, or applicable building codes.
Maximum allowable deflection under live load not to exceed L/360”.
• Interior Stairs constructed per TCNA S151 - consideration should
be given to appropriate DCOF and wear/impact resistance.
Pre-formed stair nosing profiles should be considered.
• Acceptable substrates to be in accordance with Tile Council of
North America (TCNA) and ANSI guidelines.
• For tile over tile applications refer to specific setting material
manufacturer recommendations for additional surface preparation
including primers or other specific bonding requirements.
• Laminam 5.6 porcelain tile panels over substrates supported by
wood framing shall utilize TCNA Handbook details
F141-15 STONE or F250-15 STONE. Consult the installation
materials manufacturer you are using to confirm acceptability of
this recommendation.
• Laminam 5.6 porcelain tile panels should not be used
on elevator floors due to excessive deflection of elevator
substrates.
• Laminam 5.6 porcelain tile panels should not be used in
installations exposed to steel wheel traffic.
• Laminam 5.6 porcelain tile panels when considered for heavy
commercial (shopping malls, airports) applications will be
considered on a case by case basis. Extra heavy commercial
(food plants, dairies) applications are not recommended.
• Laminam 5.6 porcelain tile panels have been tested and have
been found acceptable for use with liquid trowel applied crack
isolation membranes (see section 8 for specific products).
Laminam 5.6 porcelain tile panels are NOT acceptable for
use with other crack isolation, sound reduction, or uncoupling
membranes until additional testing can be completed to
verify the deformability and specific performance of individual
membranes. Additional membranes will be added to section 8
when tested.
Laminam 3+ on
16 foot (5 meters) minimum radius
Concave or Convex Walls
Applies only to 3+ in full meter length (10 feet)
FIG. 12
r
FIG. 11b
8
*V\U[LY[VWZ
Extruded foam boards (1½ to 2 inches) from manufacturers such
as Schluter and wedi are the preferred method of countertop
installation for both the 3+ and the 5.6 mm Laminam. Their
ease of installation, inherent water/vapor resistance, and high
density composition eliminate many of the stresses that can
be created with the traditional layered approach of plywood,
backer board, and/or mortar beds. Crossville has found the
following steps insure full supportive coverage and precise
cutting of the combined assembly: Step 1, the installation of
the extruded foam board to the base cabinets. Step 2, the
Laminam 3+ or 5.6 should then be installed to the extruded
foam board following the mortar application method detailed in
Section 5.7 of this Technical Guide. Step 3, allow the assembly
to cure 24 hours. Step 4, measure and template all cut outs in
the countertop, cut from the top down using right angle grinder,
diamond tipped hole saw and utility knife. When using these
materials the respective manufacturer’s instructions and detailed
installation guidelines should be followed. If using a traditional
installation approach TCNA Handbook details C511, C512 or
C513 should be followed.
:\P[HISL:\IZ[YH[LZ¶>HSSZ0U[LYPVYHUK,_[LYPVY
• Existing ceramic tile - see section 4.1
• Appropriate backer boards for tile as referenced and detailed
by the TCNA Handbook for Ceramic Tile Installation
• Properly prepared concrete and CMU walls
• Gypsum board/dry wall (Interior dry areas only)
• Mortar beds in accordance with ANSI A108.1B
:\P[HISL:\IZ[YH[LZ¶-SVVYZ
• Slab on grade, below grade, or above grade concrete in
accordance with ANSI A108 and TCNA Handbook
• Existing ceramic tile over slab on grade, below grade, or
above grade concrete (well bonded and properly prepared)
- see section 4.2
• Mortar beds over concrete in accordance with
ANSI A108.1B
• Laminam 5.6 porcelain tile panels over substrates
supported by wood framing shall utilize TCNA Handbook
details F141-15 STONE or F250-15 STONE. Consult the
installation materials manufacturer you are using to confirm
acceptability of this recommendation.
• Laminam 5.6 can be used on walls, suitable substrates as
designated in section 4.4 (interior and exterior)
:\IZ[YH[L9LX\PYLTLU[Z¶>HSSZHUK-SVVYZ
The installation contractor should examine substrates and
advise General Contractor and Architect of existing conditions
and surface contamination which will require correction before
the work commences.
In order to achieve accurately comparable labor quotes
the specification must contain language indicating that the
work is to be bid assuming the substrates are within the
required tolerances. If the substrates are found not to be
within those tolerances, language and/or pricing should be
included in the installation contractor’s bid which qualifies
which trade is to do the work needed to bring the substrate
into required tolerances. (Include in CSI Div. 3 & 9).
Substrates are to comply with deflection requirements
called for by International Building Code (IBC), International
Residential Code (IRC), or applicable local building code.
Maximum substrate variation not to exceed 1/8" in 10'
(3mm in 3m) and 1/16" in 24" (1.5mm in 60 cm) when
measured from surface high points with a straight-edge, floors
may require self-leveling underlayments or recessed slabs
designed to accept a properly prepared mortar bed.
05:;(33(;065
4V]LTLU[1VPU[Z
Refer to Tile Council of North America (TCNA) Detail EJ-171
for industry guidelines.
Existing joints in substrate are to be carried through the
porcelain tile panels. Movement joints are required where
the tile panels meet restraining surfaces (e.g. perimeter
walls, curbs, columns, corners, etc.) and at all changes
in-plane in the tile work.
Joints are to be clean and free of all contaminants and
thin-set mortar.
• The edges of the porcelain tile panels are not eased or
beveled making them susceptible to damage from heavy
rolling loads and impact. Full and flush movement and
grout joints should be specified to minimize edge impact.
• Minimum Shore A hardness rating of 35 or greater (per the
TCNA Handbook) should be specified for all movement
joints in traffic situations. Compressible joint fillers with less
than a Shore A hardness of 35 should not be used.
• All expansion joints specific to structural movement:
material types and placement should be specified by
architectural/engineering authority on the project.
• For interior walls and floors an 1/8 inch movement joint
installed every 20 feet will accommodate the needed
movement of the tile layer on grade, below grade, or above
grade* (all other requirements such as perimeter joints etc.
in EJ-171 should followed).
t *Assuming a class 25 sealant installed at 70°F,using a high temperature
of 105°F and a low temperature of 40°F.
t If specific movement joint requirements need to be calculated, use the
anticipated temperature differentials, the appropriate class of sealant
and a thermal expansion coefficient of 6.5 x 10-6 in/in/°C.
• For exterior movement joints see section 9.
9
05:;(33(;065796*,::
For the most efficient and consistent cutting of the
Laminam porcelain tile panels, Crossville recommends the
Kera Cutter Rail System* by Sigma (fig. 13) or the Euro-Rail
Cutter* by ETM. For usage guide on the Sigma Kera-Cut,
see You Tube @ KERA-CUT presentation SIGMA.
• For transport of the rail cutter, 6" to 8" pvc pipe w/fitted
couplings for end closure (fig. 16)
Crossville also recommends that portable work stations be
assembled to insure proper support and fabrication of the
tile panels.
* Available from European Tile Masters (ETM) 954-917-3599
0UZ[HSSH[PVU9LJVTTLUKH[PVUZ
Portable work stations consist of:
• ¾" cabinet grade plywood cut into three, 4 foot square
sections each with handles
• 8 hinge plates with 4 chain mount cotter pins (fig. 14)
• 2" flat aluminum strips screwed to each end of the center
piece to reinforce & maintain table flatness
• 4 heavy duty collapsible sawhorses (fig. 15)
• Manufactured tables are available from various suppliers
such as Raimondi (fig. 17) and ETM (fig. 18)
7VY[HISL>VYR:[H[PVUZ
FIG. 13
FIG. 14 - Underside of the Assembled Work Station
FIG. 16
FIG. 17
FIG. 15
FIG. 18
0UZ[HSS^P[O8\HSPÄLK3HIVY
Crossville strongly recommends the use of trained professional
contractors for the installation of these porcelain tile panels.
The following programs are well established and a good
source for quality installation companies:
• ACT – Advance Certifications for Tile Installers
• CTEF – Certified Tile Installer Program
• TCAA – Trowel of Excellence
• International Masonry Institute (IMI)
• NTCA Five Star Contractor Program
• Journeyman Tile Setter Apprenticeship Programs
• And completion of Crossville sponsored training provided
by Crossville Inc., a Crossville distributor, or other tile panel
specific training authorized/approved by one of the above
organizations
• Find a list of Laminam Trained Contractors at
crossvilleinc.com/solutions/laminam
05:;(33(;065
ETM Table Raimondi Table
10
05:;(33(;065796*,::
• Trowels - Euro Trowel, Raimondi Flow Ridge, or Superior
Premium Notch for application to the floor or wall
substrate and for application to back of the tile panel
(fig. 19). The Flow Ridge and Premium Notch come in
various notch heights, consult mortar manufacturer for
appropriate notch size for application to the back of the
tile panel and the substrate.
• Pressure pliers for snapping the scored 3+ tile panels
(fig. 20)
• The Sigma Separator provides precise pressure when
breaking the score line, particularly helpful with the thicker
5.6mm Laminam (fig. 21)
• Raimondi coated beat in paddle (fig. 22)
• Right angle grinder for L-cuts and electrical box cuts
• 4" continuous rim diamond blade such as Alpha LM0438
• Sigma Kera-Edge for profiling and bullnosing Laminam
5.6 mm tile panels (fig. 23)
• Diamond tip hole saw (fig. 24)
• Lippage control straps and caps (fig. 25)
• 60-400 grit diamond hand pads for edge smoothing &
removal of excess fiberglass backing (fig. 26)
• Grip gloves for handling the tile panels
• Safety glasses
• Laminam 3+ and 5.6 porcelain tile panels tiles require a
two person crew minimum
• Dust and Mist Respirator:
The Laminam 3+ tile panels have a reinforcing fiberglass
mesh, the residue can be irritating to skin, eyes and lungs
9LJVTTLUKLK,X\PWTLU[
Cutting and Drilling Video - O[[W!IP[S`*\[[PUN+YPSSPUN
• First, clean the surface of the tile panel and the suction
cups to ensure better suction to the face of the tile panel.
• Use a rail cutter (fig. 27) to score the porcelain tile panel
surface from end to end. Begin the scoring process with a
small backward motion then proceed forward continuously
with a firm downward pressure on the scoring handle. Note:
A smaller diameter cutting wheel may be preferable for
pebbled or textured finishes.
• The rail will provide guidance and precision to the cut.
Maintain a smooth, firm continuous movement. Do not
interrupt or restart.
• With the suction cups still attached, use the rail cutter as a
handle to maneuver and reposition the scored tile panel to
the edge of the work table.
• Center the pressure pliers (Laminam 3+) or separator
(Laminam 5.6) over the score line on one end of the tile
panel. Gently apply pressure and the tile panel will break
(fig. 20 & 21). Once the material starts to break down the
score line, you may, depending on the width of the piece you
are trying to remove, need to use hand pressure to work the
break from the starting point to the other end of the tile.
<ZLVM9HPS*\[[LYZO[[W!IP[S`*\[[PUN+YPSSPUN
FIG. 24
FIG. 22
FIG. 21
FIG. 26
FIG. 23
FIG. 25
FIG. 27
FIG. 20
FIG. 19
11
Cutting and Drilling Video - O[[W!IP[S`*\[[PUN+YPSSPUN
• It is recommended for electrical box cuts, before using a
right angle grinder for the straight cuts (fig. 31), that four
pilot holes should be drilled in each corner (fig. 29), these
holes will help relieve surface tension and vibration where
the straight cuts intersect.
• Cutting must be from the tile panel face to the back,
fully supporting the underside of the tile panel on a flat
surface while cutting will help reduce stress and avoid
cracking.
• For smaller cuts and corner cuts the use of a simple high
quality glass cutter such as the TOYO Pistol Grip Super
Cutter (800-505-6311) and adjustable straight edge can be
a useful alternative (fig. 30). In addition manual tile cutters
and right angle grinders with a proper dry cut porcelain
blade are also effective.
+Y`*\[[PUN,SLJ[YPJHS)V_LZ
Cutting and Drilling Video - O[[W!IP[S`*\[[PUN+YPSSPUN
• Use diamond tipped hole saws in various diameters.
• DO NOT USE HAMMER DRILLS.
• Moderate pressure and speed are enough to minimize
bit-walk and begin the hole. Water will cool the tile and
provide lubrication to the drill bit.
• For large radius or curved cuts a diamond grit jig saw
blade by Bosch (T130DG) provides good results.
*\[[PUNHUK+YPSSPUN
• Installations are to comply with current revisions of ANSI
A108.02, A108.1B and ANSI A108.5.
Crossville has found through its training and testing that
maximum edge to edge coverage is achieved through a series
of the following best practices (and the embedding techniques
4VY[HY(WWSPJH[PVU
05:;(33(;065796*,::
FIG. 28 FIG. 29 FIG. 30 FIG. 31
<ZLVM9HPS*\[[LYZJVU[»K
• For the 3+ material, fold the tile panel past 90 degrees and
cut the fiberglass backing using a utility knife, then remove
the severed piece.
• Use a 60-400 grit diamond pad to ease the cut edge and
remove the excess fiberglass backing - most effective and
dust is minimized when used wet (fig. 26).
listed in section 5.8):
• Mix the chosen mortar to the wettest recommended
consistency, providing maximum open time and greater
adjustability when the tile panel is placed. Consult mortar
manufacturer for appropriate mix ratios for use with
porcelain tile panels.
• Mist down the substrate with a garden sprayer or damp
sponge (no pooling or standing water) to make sure the
moisture in the thin-set is not lost too quickly and the open
time is not reduced.
• Be sure to scratch/key the mortar into the substrate and tile
panel with the flat side of the trowel before combing.
• Overspread the mortar by at least an inch wider than the tile
panel you plan to embed. This is to ensure full support of
mortar at the tile edges.
• Do not allow mortar to “skin over”.
• Use the appropriate trowel (fig. 19) to apply the mortar to the
wall, floor, or countertop and to the back of the tile panel.
• Mortar ridges on both the tile panel back and substrate must
be parallel to each other, combing at right angles to the
long side of the tile panel. Use the appropriate trowels and
troweling technique (hold at least a constant 45° angle) and
take care to keep the ridges straight and of consistent height.
This is crucial to achieving maximum coverage. (fig 32)
• On walls the use of a plastering hawk can greatly increase
the efficiency of install.
• On both floors and walls the resulting embedded mortar layer
(using the double coat approach) will be approximately 5mm
(slightly less than ¼ inch)
12
(WWSPJH[PVUVM[OL;PSL7HULS[V[OL:\IZ[YH[L
Wall Installation Video -
http://bit.ly/PorcelainTilePanelsWallInstallation
• WALLS: Use the suction cupped frame to place the
mortared tile panel onto the substrate and align prior to
removal of the suction cupped frame. (fig. 34 & 35)
• WALLS: Using a rubber grout float or Raimondi coated
beat in paddle, tamp the centerline of the tile panel along its
entire length prior to removing the suction cupped frame to
provide initial adhesion of the tile panel to the wall. Once the
suction cupped frame has been removed use a high-speed
cordless orbital sander with pad or the Raimondi coated beat
in paddle, work from the centerline of the tile panel outward
05:;(33(;065796*,::
FIG. 32
FIG. 33
FIG. 34 FIG. 35
FIG. 36
13
to the edges, this pressure will collapse the ridges, force
air from behind, and maximize edge to edge coverage. A
traditional 2 x 4 beat in block and rubber mallet should not
be used as it places too much point load on the tile face and
can cause fracturing/cracking of the tile panel.
• WALLS: When installing multiple tile panels, lippage control
straps and caps are required to minimize lippage between tile
panel edges. The lippage control systems are designed only
to fine tune lippage between tile edges, the main alignment
of tile edges should be accomplished through proper mortar
application and embedding techniques. After the first tile
panel has been installed and the mortar has been spread for
the second tile panel, place the straps uniformly along the
edge of the first tile panel (two inches from the corner and
approximately every 10 inches along the length), DO NOT
apply the lippage control cap at this time. Once the second
tile panel is in place and the same embedding procedure
described above is accomplished insert the appropriate
grout spacer and lippage control cap and then cinch down
the lippage control caps tightly to bring adjoining tile edges
into alignment. (fig. 36 & 39)
• WALLS: Using a high-speed cordless sander with pad work
along the edges of the tile panel and between each of the
lippage control straps and caps, some additional tightening
of the caps may be necessary. The combined use of a
vibrating sander and cap tightening effectively increases
mortar coverage along the vulnerable edge of the tile panel
while at the same time minimizing edge lippage. (fig. 36)
Floor Installation Video -
http://bit.ly/PorcelainTilePanelFloorInstall
• FLOORS: Use the suction cupped frame to place the
mortared tile panel onto the substrate and align prior to
removal of the suction cupped frame. (fig. 37 & 38)
• FLOORS: Insuring maximum coverage between the tile
panel and the substrate is critical to a successful installation.
Crossville has found through its training and testing that the
mortar application techniques described in section 5.7 along
with the specific walking pattern described below is the most
reliable and efficient way to eliminate voids in the mortar
while maximizing edge to edge coverage (fig. 32 & 33). Care
should be taken to remove any dried mortar or other debris
from footwear.
Start at the center point of the tile panel, and walk with small
shuffling steps down the full length of the tile taking care
to stay only in the center portion, then return to the center
point and take small shuffling steps across the widths of
the tile panel compressing the mortar ridges and forcing
any entrapped air to escape along the tile panel’s edge.
Continue this shuffling process until the entire tile panel has
been compressed in the mortar. This process should take
approximately 4 - 5 minutes for a full 1Mx3M tile panel.
(WWSPJH[PVUVM[OL;PSL7HULS[V[OL:\IZ[YH[LJVU[»K
(WWSPJH[PVUVM[OL;PSL7HULS[V[OL:\IZ[YH[LJVU[»K
Coverage Video - http://bit.ly/CoverageDemo
• FLOORS: When installing multiple tile panels, lippage control
straps and caps are required to minimize lippage between tile
panel edges. The lippage control systems are designed only
to fine tune lippage between tile edges, the main alignment
of tile edges should be accomplished through proper mortar
application and embedding techniques. After the first tile
panel has been installed and the mortar has been spread for
the second tile panel, place the straps uniformly along the
edge of the first tile panel (two inches from the corner and
approximately every 10 inches along the length), DO NOT
apply the lippage control caps at this time. Once the second
tile panel is in place and the same embedding procedure
described above is accomplished insert the appropriate
grout spacers and lippage control caps and then cinch down
the lippage control caps tightly to bring adjoining tile edges
into alignment. (fig. 36 & 39)
• FLOORS: Using a high-speed cordless sander with pad
work along the edges of the tile panel and between each
of the lippage control straps and caps, some additional
tightening of the caps may be necessary. The combined use
of a vibrating sander and cap tightening effectively increases
mortar coverage along the vulnerable edge of the tile panel
while at the same time minimizing edge lippage. (fig. 36)
• FLOORS: Due to room configuration or job size it will be
necessary to work ON freshly installed tile panels. When
doing so, the use of a large piece of masonite or double
walled heavy cardboard works well to protect the face of the
tile from tool damage or ground in construction dirt, as well
as disperse concentrated weight. Freshly set tiles should
not be walked on after 90 minutes. This is to ensure that the
bonding mortar is not compromised as it begins to cure.
• WALLS & FLOORS: When cleaning excess mortar from the
substrate make sure to leave the gaps open at the edge of
the tile panel by cutting the mortar down and pulling away
from the tile edges in a parallel direction to the ridges. This
will facilitate further removal of air and collapse of the mortar
ridges during the embedding procedures.
• WALLS & FLOORS: Remove excess mortar from the tile
panel’s surface and “clean-out” between the joints to the full
depth (1/8” or 1/4”) of the tile panel while mortar is still fresh,
this will insure an adequate amount of grout to fill the joint.
Take extra time and be thorough on this step.
• WALLS & FLOORS: Lippage control systems that allow
for removal and replacement of the cap (after bringing the
tiles into alignment) will allow for effective removal of excess
mortar around the strap while the mortar is still fresh. After
completing the removal of excess mortar, replace the caps
on the straps and retighten to ensure complete alignment of
the tile edges. This will reduce the possibility of damage
05:;(33(;065796*,::FIG. 37
to the tile the following day when clearing the grout
joint of cured mortar. Video at: http://bit.ly/1hodjiW
• WALLS & FLOORS: For ending a day’s work that will
continue the next day, the most crucial step is to make sure
the last tile panel is fully embedded and is checked with a
straight edge for flatness/squareness across the surface
before leaving it to cure. Consult the lippage control device
manufacturer for their procedure of how to address ending
one day’s work that will tie a cured tile panel into a new tile
panel the next day.
• Grout application times can vary from 24 hours to 72 hours;
refer to specific guidelines from the grout manufacturer.
FIG. 38 FIG. 39
14
WALLS
• Crossville has found that there are many lippage control
systems available. For timing and method/timing of
removal refer to lippage control system manufacturer’s
requirements.
• 2mm to 3mm grout joint size is recommended based on
wall flatness.
• Use of commercially available sanded, unsanded or epoxy
grout is acceptable, appropriate caulking material is also
acceptable for wall installations. See Selection Guide, page 17.
• Install and clean per manufacturer’s instructions.
FLOORS
• Polished finishes require a penetrating sealer
(impregnator) prior to grouting.
• Crossville has found that there are many lippage control
systems available. For timing and method/timing of
removal refer to lippage control system manufacturer’s
requirements.
• Use a minimum of 3mm (1/8") grout joint size due to lack of
floor flatness and variable tolerances in field-cut tile panels.
• For residential and light commercial applications the use of
sanded grout is acceptable. For commercial applications
epoxy grout is required.
• The edges of the porcelain tile panels are not eased or
beveled, making them susceptible to damage from heavy
rolling loads and impact. Full and flush movement joints and
grout joints should be specified to minimize edge impact.
• Setting mortars and their recommended cure times can
vary significantly from 72 hours to 7 days. Therefore it
is critical to refer to the specific mortar manufacturer’s
requirements for opening the floor to foot traffic.
• Install and clean per manufacturer’s instructions.
.YV\[PUN
To complete and finish the installation, profiles for corners,
deco-bands, edges, and movement joints are available
from quality suppliers such as Blanke, Custom, or Schluter
(fig. 40-42).
• Laminam 3+: 6.0-8.0 mm profiles recommended
• Laminam 5.6: 8.0-10.0 mm profiles recommended
• Follow manufacturer’s instruction for placement/insertion
of profiles into the tile work. Ensure that supporting
mortar is present at the edge of the tile.
• For other edge finishing techniques see (fig. 43-44)
See page 9 for information on movement joints.
,KNL;YLH[TLU[ZHUK7YVÄSLZ
05:;(33(;065796*,::
FIG. 40
FIG. 43
FIG. 41
FIG. 44
FIG. 42
Laminam 5.6mm Back Mitered & Epoxied
Laminam 3+ and 5.6mm Using Profiles
Laminam 5.6mm Field Applied Bullnose
15
7YVK\J[:WLJPÄJH[PVUZ
;,*/50*(37,9-694(5*,
PHYSICAL AND CHEMICAL PROPERTIES NORM TEST METHOD Laminam3+ and 5.6
Size Laminam Maximum deviation on the side +/- 0.5 mm
Size Laminam Maximum deviation on the diagonal +/- 1.0 mm
Weight kg/m²Laminam 3+ Average value 8.2
5.6mm Average Value 14
Surface Quality ( % Of Tiles With No Visible Flaws) ISO 10545-2 > 95%
Water Absorption ASTM C373 Average value ≤ 0.1%
Breaking Load In Newtons ISO 10545-4 3+ Average value 700
5.6mm Average Value 1100
Bending Strength In N/mm² (MOR)ISO 10545-4 3+ Average value 50
5.6mm Average Value 50
MOHS Scale of Hardness UNI EN 101 ≥ 6
Resistance To Deep Abrasion ISO 10545-6 ≤ 175 mm
3
Coefficient Of Linear Thermal Expansion (10-6/°C) ISO 10545-8 6.6
Resistance To Thermal Shock ISO 10545-9 Resistant
Chemical Resistance ISO 10545-13 No visible effect
Stain Resistance ISO 10545-14 Class 5
Frost Resistance ISO 10545-12 Resistant
Flame Spread and Smoke Development ASTM E84-12a. Flame Spread = 0 Smoke Develop = 15
*(9,(5+4(05;,5(5*,
0UP[PHS*HYLHUK4HPU[LUHUJL
The single-most important step for future daily maintenance
involves the complete removal of grout film/residue and
construction dirt after the Laminam porcelain tile panel
products have been installed. Refer to the grout manufacturer’s
printed instructions for proper mixing, curing, and cleaning
instructions. These are critical when working with epoxy grouts.
In most cases, Laminam porcelain tile panels can be cleaned
successfully by scrubbing the installation with hot water and a
neutral detergent, followed by a thorough rinsing.
For further details and specific recommendations please refer
to Crossville’s Care and Maintenance Guide at crossvilleinc.
com or call Crossville Technical Services at 931-484-2110.
• Proper fork length (84”) for handling crates from the short side.
• Review list and knowledge of recommended tools.
• Prior to applying mortar, make sure to clean the back of the tile
and the substrate to remove any dust or other contaminants.
• Coverage: use wettest mortar mix ratio, directional troweling
perpendicular to the long edge of the tile panel, embedding techniques.
• Maximize edge coverage and minimize lippage: lippage control
systems, cordless sander along the perimeter edge & between
the lippage control straps.
• Using the tools and best practices to minimize lippage between
tiles to 1/64” (0.4mm) or less will greatly increase the finished
installations ability to withstand the rolling loads used in most
commercial applications.
• Using grouting techniques that insure the grout joint remains
full and flush will also aid in the finished installation’s ability to
withstand edge impact. Particularly with epoxy grouts, use a new
epoxy float with unworn sharp edges. Use steady pressure to
overfill the joint and force epoxy grout into any remaining voids
beneath the tile panel edge.
*YP[PJHS9L]PL^7VPU[Z
05:;(33(;065796*,::
16
469;(9(5+.96<;:,3,*;065.<0+,
4HU\MHJ[\YLY»Z7YVK\J[0UMVYTH[PVU
Manufacturer Surface Preparation Mortar Systems Floors
and Walls*
Grout Systems Floors
and Walls
Caulks-Sealants Crack Isolation
Membranes
Ardex
888-512-7339
8+9 (tile over tile)
P51 & P82 primer
Liquid BackerBoard
AM 100
Walls: ARDEX X77
(E90 Additive required for 3+)
Floors: ARDEX X78
ARDEX FL
ARDEX WA Epoxy
ARDEX SX 100%
Silicone
ARDEX 8+9
Blanke
800-787-5055
Tested with Laticrete 254
Platinum
Tested with Laticrete
Spectralock Pro Premium Grout
Blanke Permat
BOSTIK
800-726-7845
Universal Primer Pro
Bostik SL 100 or SL 175
Webcrete 95
UltraFinish Pro
Reflex Mortar
Big Tile & Stone Mortar
EzPoxy EzClean
Ceramic Tile Grout with 1900
Modified Epoxy Admix
Pure Silicone Caulk
Chem Calk 955SL
915FS
Ultraset Advanced
Gold Plus
Custom
800-272-8786
Skim Coat & Patch Underlayment
LevelQuik RS Self Leveling
Underlayment
LevelQuik Latex Primer
MBP Multi-Surface Bonding Primer
(tile over tile)
ProLite Large Format Mortar (5.6)
MegaLite Crack Prevention
Mortar (3+)
Polyblend
Prism
CEG Lite Epoxy Grout
Custom Commercial
100% Silicone Caulk
RedGard
LATICRETE
800-243-4788
x235
Laticrete 3701 Fortified Mortar Bed
Laticrete NXT Plus with NXT
Primer
Laticrete NXT Patch
Laticrete NXT Skim
Laticrete 254 Platinum
Laticrete 4-XLT
Laticrete Permacolor Grout
Laticrete Permacolor Select Grout
Laticrete Spectralock PRO
Premium Grout
Laticrete Latasil
100% Silicone
Hydro Ban
Mapei
800-992-6273
ECO Prim Grip (tile over tile)
Ultraplan M-20 Plus, Primer T
Mapecem Quickpatch
Kerabond T/Keralastic
UltraFlex LFT
Ultralite S2
Ultracolor Plus
Kerapoxy
Mapei Mapesil
100% Silicone Sealant
Mapelastic CI
TEC
800-832-9023
TEC Multipurpose Primer
EZ Level Premium Self Leveling
Underlayment
Smooth Start Self Leveling
Underlayment
VersaPatch Latex Modified Floor
Patch and Leveler
Fast Set Deep Patch
TEC 3N1 Performance Mortar
Ultimate Large Tile Mortar
Power Grout
AccuColor EFX Epoxy Grout
AccuColor 100
100% Silicone Sealant
HydraFlex
Waterproofing
Crack Isolation
Mambrane
* Consult mortar manufacturer for appropriate
mix ratios for use with porcelain tile panels and
for the proper mortar for specific applications.
17
,?;,9069+09,*;)65+.<0+305,:>(33:
9LJVTTLUKLK7YVQLJ[9LX\PYLTLU[Z:WLJPÄJH[PVUZ
Secure documentation/approval from building authority that the
project complies with the provisions of the IBC (International
Building Code).
A: LAMINAM by Crossville® 3+ porcelain tile panels are 3
millimeters thick, with an added layer of fiberglass mesh for
increased strength and flexibility. LAMINAM 5.6 porcelain tile
panels are 5.6 mm thick with no additional fiberglass layer.
LAMINAM 3+ and 5.6 are suitable for exterior vertical direct
bond applications if the project is in compliance with the
International Building Code.
B: International Building Code Current Language
2009 IBC states a size limitation for exterior adhered veneers
of 5 square feet with no side over 36 inches.
2012/2015 IBC (Chapter 14- Section 1405.10.2) requires that
exterior adhered porcelain tile be a maximum of 24 inches
in any face dimension and not more than 3 square feet in
total facial area. In addition, Table 1405.2 states a minimum
thickness of weather coverings (in this case porcelain tile) of ¼
inch or 6.35 mm.
C: If the project design does not meet these requirements, then
project architect or engineer should seek local code approval
for the use of a thinner and/or larger format porcelain tile finish
material for the exterior veneer.
Section [A] 104.11 of 2012/2015 IBC contains the generic
language for obtaining this type of approval by the local building
official for alternative materials. The provisions of the code are
not intended to prevent the installation of any material or prohibit
any design or method of construction not specifically prescribed
by this code. An alternative material, design or method of
construction shall be approved where the building official finds
that the proposed design is satisfactory and complies with
the intent of the provisions of this code, and that the material,
method or work offered is, for the purpose intended, at least
the equivalent of that prescribed in this code in quality, strength,
effectiveness, fire resistance, durability and safety.
http://crossvilleinc.com/wordpress/wp-content/uploads/2016/02/
REQUESTFOR-APPROVAL-OF-ALTERNATIVE-MATERIALS.pdf
*VKLJVTWSPHUJLHUKHWWYV]HSVMI\PSKPUNH\[OVYP[PLZ
Movement Joints: Installation of LAMINAM 3+ and 5.6 on
exterior walls will be in accordance with the applicable Tile
Council of North America (TCNA) Handbook exterior wall
details. Movement joints shall be in compliance with EJ-171
of the current TCNA Handbook. While the size and interval
of movement joints must be in accordance with the TCNA
guidelines and specified by the architectural/engineering
authority with strict attention to the environmental demands
of the project, at a minimum Crossville recommends that all
joints be at least 3/16 inch and all joints treated as soft joints
(no hard grouting materials in any joint)*. LAMINAM tiles
have similar expansion and contraction characteristics when
compared to traditional thickness porcelain tile, their reduced
thickness means that they will reach maximum thermal gain
and cycle through expansion/contraction more rapidly than a
traditional thickness tile. For this reason, proper movement
accommodation is extremely critical for success of the
installation.
* Note: Joint width calculations were done using a
coefficient of thermal expansion of 6.5x10-6 in/in/ °C for
the Laminam tiles and installation of a class 25 sealant
material at 70 °F, using a high temperature of 190°F and
a low temperature of -30°F.
Cap Flashing: The elimination of water intrusion into the bond
coat is extremely critical for success of any exterior applied
veneer. Proper detailing of capping and/or flashing at the roof
line or at the top of the exposed tile layer is necessary. If not
properly specified and installed, efflorescence, latex leaching,
and freeze thaw damage can occur.
Requirement: Ensure the architect/engineer is aware of these
statements and that movement joint/grout joint detail and cap
flashing language is provided in the specification.
0UZ[HSSH[PVU4L[OVKZ
Only setting material companies with specific installation
guidelines for exterior direct bond wall applications using
porcelain tile panels should be considered. Ensure that the
setting material company specified can provide products and
installation specifications for exterior vertical application of
3+ and 5.6 mm porcelain tile panels. A list of setting material
companies with experience in this application are identified
in Section 8
Requirement: Ensure the project architect/engineer has
knowledge of the setting materials being used, and that
those setting materials are specifically recommended for
exterior vertical applications of porcelain tile panels. A
pre-construction meeting and mock-up of appropriate
scale is required to be in the project specification.
:LSLJ[PVUVM:L[[PUN4H[LYPHS*VTWHU`
LAMINAM by Crossville® – Exterior Vertical Surfaces Field
Applied Direct Bond Method
LAMINAM 3+ or 5.6 mm
The use of full size tile panels (1Mx3M) for ground
floor installations is acceptable. For installations
higher than ground floor, tile panel size is limited to a
maximum of 1 square meter, due to logistics, open air
environments, and mortar limitations.
FILO is not recommended in exterior applications
Requirement: A document confirming existing code
compliance or approval of alternative material by the local
building official is required. This document must be provided by
the project’s architectural/engineering authority.
18
LAMINAM by Crossville® has great potential in exterior
vertical applications: its lightweight nature and aesthetic
qualities make a great material for cladding. However,
the potential for failure in outdoor environments is greatly
increased when qualified labor is not utilized. Crossville
recommends the use of qualified labor for the installation of
LAMINAM 3+ and 5.6 mm for all installations, this becomes
even more critical on a vertical exterior field (direct bond)
applied installation. Suggestions for the necessary labor
qualifications are listed below:
• ACT – Advanced Certifications of Tile Installers
• CTEF – Certified Tile Installer Program
• TCAA – Trowel of Excellence
• International Masonry Institute (IMI)
• NTCA Five Star Contractor Program
• Journeyman Tile Setter Apprenticeship Programs
• And completion of Crossville Sponsored Training provided
by Crossville Inc., a Crossville distributor, or other tile
panel specific training authorized/approved by one of the
above organizations.
In addition these listings are available within Section 4.8
of this guide and in section 1.5 of the LAMINAM Guide
Specification:
http://crossvilleinc.com/wordpress/wp-content/
uploads/2014/05/Laminam-Guide-Specification-3-Walls-
and-5_6-Floors-5-12-15.pdf
Requirement: Language to be in the specification that
references the labor qualifications recommended in the
LAMINAM Guide Specification.
8\HSPÄLK3HIVY
The foregoing suggested project requirements and/or
specifications are offered as guidelines only. Each project
has its own unique characteristics and requirements, and the
project’s architect/engineer and design professionals must
determine the appropriate requirements and specifications in
each instance.
Crossville makes no warranties or representations regarding
the applicability of the foregoing guidelines to any given
project, and assumes no liability for and shall not be
responsible for the use or failure to use these guidelines.
Provide this LAMINAM Technical Guide to the project
architect/engineer and recommend the specification of the
installation instructions for LAMINAM 3+ or 5.6 mm that are
contained in the LAMINAM by Crossville® Technical Guide.
Requirement: Language to be in the specification that
references the Technical Guide and its installation practices.
3HTPUHT;LJOUPJHS.\PKL
19
contact
Crossville Inc.,
349 Sweeney Dr.
Crossville, TN 38555
LaminambyCrossville.com
LIT-LAMII-16
FOOD/BEVMERCHFOOD/BEVMERCH
SWITCHGEAR & METER
PROPANECAGE
BULKCO2
TRASH RECYCLE
USED COOKING OIL
DRAINAGE & SANITARYSEWER EASEMENTDOC. NO. 2018-699
P.R.C.C.T.
10' WATER EASEMENT
DOC. NO. 20080623000754670R.P.R.C.C.T.
24' DRAINAGE & SANITARYSEWER EASEMENT
DOC. NO. 2018-699P.R.C.C.T.FRONTIER PARKWAYN. PRESTON ROAD
(STATE HIGHWAY 289)
LOT 3, BLOCK A
VICTORY AT FRONTIERDOC. NO. 2018-699
P.R.CC.T.
LOT 3, BLOCK A
VICTORY AT FRONTIERDOC. NO. 2018-699
P.R.CC.T.
LOT 2, BLOCK A
59,998 SQ.FT.
1.377 ACRES
VICTORY AT FRONTIER
DOC. NO. 2018-699
P.R.CC.T.
30' RIGHT-OF-WAY DEDICATION
DOC. NO. 2018-699P.R.C.C.T.DN88°35'36"W263.84'N0°15'13"E 237.43'S89°53'39"E211.81'S1°23'32"W 117.44'
S4°45'06"E 100.58'
S44°42'27"E11.61'FH20'6.5'59.32'20'12'12'9'5'11'
9'TYP.
120.66'
4.9'
12'12'16'9'TYP.
17.47'
1.55'
24'20'30.5'
30' BUILDING LINE /LANDSCAPE
SETBACK
24'36'30'152.04'12.34'
6'
18'
20'9'TYP.24'R10'55.18'10'5'10'
20.1'
17.13'164.37'39.4'30' BUILDING LINE /LANDSCAPESETBACK93.4'40.5'29.17'24'FIRE LANE /ACCESS, DRAINAGE UTILITY ESMT.24'FIRE LANE /
ACCESS, DRAINAGE UTILITY ESMT.
PROPOSED 6,487 SF BUILDING(GAS STATION: 4,971 SF)
( RESTAURANT 1,516 SF)(OUTDOOR DINING: 510 SF)FFE=524.75
5'
25' WATER ESMT.
2
1
510 SF
OUTDOORSEATINGAREA
PROP. FUEL CANOPY
(PER FUEL PLANS)
PROP. AIR/WATER
/VACUUMSTATION.REFER TO ARCH.
PROP. FUELVENTS
PROP. 8' TRASH ENCLOSURE W/ BRICK
VENEER TO MATCH BUILDING AND W/METAIL GATES EQUAL IN HIEGHT OF THEWALL ENCLOSURE PROP. PAD
MOUNTEDTRANSFORMERW/ SCREENING
PROP. PEDESTRIANACCESS ESMT.
404.78' TO INTERSECTION 272.8' TO INTERSECTION1,356 TO COLEMAN ST
PROP. B.F.R.
PROP.SERVICE
DOOR
PROP. PIPE
BOLLARD TYP.
PROP. PIPEBOLLARD TYP.
PROP. B.F.R.
PROP. B.F.R.
EX. TRAFFICSIGNAL LIGHT
EX. TRAFFICSIGNAL LIGHT
PROP. B.F.R.12'18'30'30'
LOADING ZONE
PROP.
SCREEN WALL
R
3
0
'
215.01' STORAGE24'
100' TRANSITION
PROP. RIGHT TURNLANE
PROP. B.F.R.
PROP. B.F.R.
R1
0
'
R2
2
'
24'
FDC
3
HEADLIGHT
SCREENIGN
HEADLIGHT
SCREENIGN
HEADLIGHTSCREENIGN
R30'R5
4
'
R3
0
'R30'R20'R5'PROP. B.F.R.24'R5'R
3
'R3'R5
'
R2'
R54'R
3
0
'R30'R225'R225'R25'R30'
EXISTING CURB INELTTO BE REMOVED EXISTING SIGN
TO BE RELOCATED R30'R3
0
'
R3
0
'30.93'32'
R
3
'
50.5'
EXISTING POWER POLETO REMAIN
EXISTING POWER POLE
TO REMAIN 5'34.5'
PROP. FIRE HYDRANT
10'R95'R105'R115'EXISTINGFIRE HYDRANT
TO REMAIN
25'15'16.2'
PROP. FIRE HYDRANTBY OTHERS
PROP. FIRE HYDRANT
EXISTING SANITARY
SEWER MANHOLE
GTPROP. CURB INLET
PROP. JUNCTION BOX
PROP. GRATE INLET
PROP. GRATE INLET
PROP.GRATE INLET
PROP. DROP INLET
WATER ESMT.
PROP. CURB INELTR30'24'24'24'53'PROP. FIREHYDRANTBY OTHERS
WATER ESMT.
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARYSEWER MANHOLE
5'5'PROP. 15' WATER ESMT.40.5'8'20.5'13.9'35'WATER ESMT.R3'R3'5' STREET ESMT.DATENo.REVISIONBYDATE:
SHEET
File No. 2018-135
2/7/2019
CHECKED:
MKT
DRAWN:MKT
DESIGN:7 ELEVENLOT 2, BLOCK AVICTORY AT FRONTIERPROSPER, TEXAS1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199
ASD
PRELIMINARY
CLAYMOORE ENGINEERING
SITE PLAN(SHEET 1 OF 2)SP-1
COUNTY SURVEY:ABSTRACT NO.
COLLIN --
CITY:STATE:
TOWN OF PROSPER TEXAS
LEGAL DESCRIPTION:
DEVELOPER:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
WINDROSE LAND SURVEYING & PLATTING
220 SOUTH ELM STREET, SUITE 200
LEWISVILLE, TX 75057
PH: 214.217.2544
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE #413
FRISCO, TEXAS 75034
PH: 972.951.7851
LOT 2, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
DOC. P.R.C.C.T.
1.377 ACRES
(59,998 SF)
7 ELEVEN
CONTACT NAME: SHANE PARTRIDGE
CONTACT NAME: MATT MOORE
CONTACT NAME: JACK BARTON
SITE PLAN
CASE #: D18-0127
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
ACCORDING TO MAP NO. 48085C0120J, DATED JUNE 2, 2009 OF THE NATIONAL
FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN
COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL
INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X"
(UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
FLOODPLAIN NOTE
TOWN OF PROSPER SITE PLAN GENERAL NOTES:
1. DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE.
2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH
THE ZONING ORDINANCE.
3. OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS
CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE.
4. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN.
5. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE
ZONING ORDINANCE.
6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED.
ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE
DEPARTMENT.
7. FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR
AS DIRECTED BY THE FIRE DEPARTMENT.
8. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL
TIMES.
9. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE.
10. HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM
TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS
OF THE CURRENT, ADOPTED BUILDING CODE.
11. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL.
12. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND
ARE SUBJECT TO BUILDING OFFICIAL APPROVAL.
13. ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL
APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN.
14. SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES
AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG RESIDENTIAL STREETS, AND
BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN
STANDARDS.
15. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE
APPROVED BY THE ENGINEERING DEPARTMENT.
16. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING RELEASE.
17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED
UNDERGROUND.
18. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN
ACCORDANCE WITH THE ZONING ORDINANCE.
19. ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF
EASEMENT.
20. IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE
CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER,
CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT
PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING
REQUIREMENTS.
21. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
22. THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF EIGHTEEN
(18) MONTHS FROM THE DATE OF APPROVAL BY THE PLANNING & ZONING
COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE
SUBMITTED AND RECEIVED APPROVAL OF ENGINEERING PLANS AND BUILDING
PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE NOT
APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE
PLAN FOR THE PROPERTY, IS NULL AND VOID.
BENCHMARK:
1. AN 'X' CUT ON A CURB INLET WHICH BEARS
S13°47'E,84.93' FROM THE SOUTHEAST PROPERTY
CORNER. POSTED ELEVATION: 708.16'
2. AN 'X' CUT SET WHICH BEARS S02°38'W, 458.75'
FROM THE SOUTHWEST PROPERTY CORNER.
ELEVATION:704.14
WATER METER SCHEDULE
ID TYPE SIZE NO.
DOM.2" 1
IRR. 1 1/2"1
1
2
*NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE*
LEGEND
6" MEDIUM DUTY CONCRETE PAVEMENT.
5" LIGHT DUTY CONCRETE PAVEMENT.
8" DUMPSTER AREA CONCRETE PAVEMENT.
PROPOSED CONCRETE SIDEWALK.
PROPOSED CONCRETE CURB AND GUTTER.
PARKING COUNT
PROPOSED SIDEWALK PER CITY STANDARDS
PROPOSED DRIVEWAY PAVEMENT PER CITY
STANDARDS.
N.T.S.
VICINITY MAP
NN PRESTON RDFRONTIER PKWY
SITE
E PROSPER TRAIL
PROP. MUTUAL ACCESS DRIVE TO
NEXT MEDIAN OPENING
FUTURE MEDIAN
(BY OTHERS)
GREASE
TRAP 1000 gal.13MATCHLINE
24' DRAINAGE & SANITARYSEWER EASEMENT
DOC. NO. 2018-699P.R.C.C.T.
LOT 3, BLOCK AVICTORY AT FRONTIER
DOC. NO. 2018-699P.R.CC.T.24'24'PROP. FIRE HYDRANT
BY OTHERS
WATER ESMT.
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARYSEWER MANHOLE
DATENo.REVISIONBYDATE:
SHEET
File No. 2018-135
2/7/2019
CHECKED:
MKT
DRAWN:MKT
DESIGN:7 ELEVENLOT 2, BLOCK AVICTORY AT FRONTIERPROSPER, TEXAS1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199
ASD
PRELIMINARY
CLAYMOORE ENGINEERING
SITE PLAN(SHEET 2 OF 2)SP-2
COUNTY SURVEY:ABSTRACT NO.
COLLIN --
CITY:STATE:
TOWN OF PROSPER TEXAS
LEGAL DESCRIPTION:
DEVELOPER:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
WINDROSE LAND SURVEYING & PLATTING
220 SOUTH ELM STREET, SUITE 200
LEWISVILLE, TX 75057
PH: 214.217.2544
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE #413
FRISCO, TEXAS 75034
PH: 972.951.7851
LOT 2, BLOCK A
VICTORY AT FRONTIER
DOC. NO. 2018-699
DOC. P.R.C.C.T.
1.377 ACRES
(59,998 SF)
7 ELEVEN
CONTACT NAME: SHANE PARTRIDGE
CONTACT NAME: MATT MOORE
CONTACT NAME: JACK BARTON
SITE PLAN
CASE #: D18-0127
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
ACCORDING TO MAP NO. 48085C0120J, DATED JUNE 2, 2009 OF THE NATIONAL
FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN
COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL
INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X"
(UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
FLOODPLAIN NOTE
TOWN OF PROSPER SITE PLAN GENERAL NOTES:
1. DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE.
2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH
THE ZONING ORDINANCE.
3. OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS
CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE.
4. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN.
5. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE
ZONING ORDINANCE.
6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED.
ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE
DEPARTMENT.
7. FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR
AS DIRECTED BY THE FIRE DEPARTMENT.
8. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL
TIMES.
9. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE.
10. HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM
TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS
OF THE CURRENT, ADOPTED BUILDING CODE.
11. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL.
12. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND
ARE SUBJECT TO BUILDING OFFICIAL APPROVAL.
13. ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL
APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN.
14. SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES
AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG RESIDENTIAL STREETS, AND
BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN
STANDARDS.
15. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE
APPROVED BY THE ENGINEERING DEPARTMENT.
16. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING RELEASE.
17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED
UNDERGROUND.
18. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN
ACCORDANCE WITH THE ZONING ORDINANCE.
19. ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF
EASEMENT.
20. IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE
CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER,
CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT
PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING
REQUIREMENTS.
21. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
22. THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF EIGHTEEN
(18) MONTHS FROM THE DATE OF APPROVAL BY THE PLANNING & ZONING
COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE
SUBMITTED AND RECEIVED APPROVAL OF ENGINEERING PLANS AND BUILDING
PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE NOT
APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE
PLAN FOR THE PROPERTY, IS NULL AND VOID.
BENCHMARK:
1. AN 'X' CUT ON A CURB INLET WHICH BEARS
S13°47'E,84.93' FROM THE SOUTHEAST PROPERTY
CORNER. POSTED ELEVATION: 708.16'
2. AN 'X' CUT SET WHICH BEARS S02°38'W, 458.75'
FROM THE SOUTHWEST PROPERTY CORNER.
ELEVATION:704.14
*NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE*
LEGEND
6" MEDIUM DUTY CONCRETE PAVEMENT.
5" LIGHT DUTY CONCRETE PAVEMENT.
8" DUMPSTER AREA CONCRETE PAVEMENT.
PROPOSED CONCRETE SIDEWALK.
PROPOSED CONCRETE CURB AND GUTTER.
PARKING COUNT
PROPOSED SIDEWALK PER CITY STANDARDS
PROPOSED DRIVEWAY PAVEMENT PER CITY
STANDARDS.N.T.S.
VICINITY MAP
NN PRESTON RDFRONTIER PKWY
SITE
E PROSPER TRAIL
MATCHLINEPROP. DEVLOPMENT
(BY OTHERS)PROP. PAVEMENT(BY OTHERS)
February 12, 2019
Ms. Pamela Clark
Town of Prosper
200 S. Main Street
Prosper, TX 75078
Re: Victory at Frontier, Block A, Lot 2 – Façade Exception Request
Dear Pamela,
Please let this letter provide the support for the façade exception request on the
proposed 7-Eleven project to be located at the SWC of Frontier Parkway and
Preston Road. We have provided the colored elevations based on discussions
with Staff and the comments received to date. Below are the criteria noted in the
ordinance and our team’s feedback to each requirement.
1. Is unique architectural expression
This project is one of five new prototypes being developed by 7-Eleven
across the Country with this larger store footprint. This project will be a
complete overhaul in the design and functionality both inside and outside
to meet this type of market’s expectations. Each of the five stores being
developed are individually unique and are being tailored to the locations
in which they are developed in design, product offerings, etc. This
project will be a foundation that is used for future design concepts. This
architecture will be one of a kind, making this unique to Prosper.
2. Includes unique building styles and materials
This building will contain porcelain tile products. While porcelain has
been a popular interior finish for years, it has been developed as an
exterior material, offering an extensive color palette that is attractive
and extremely durable. There are more designers, owners, developers
going this direction for their projects. We are also working to
incorporate wood slats, stone walls, and metal canopies to create a
unique look to this building.
3. Is consistent with high quality development
It is our team’s sincere belief that this building meets and exceeds the
quality and expectations set forth in the Town ordinances. Prosper was
chosen as one of five locations for this exciting new concept for 7-Eleven
because of the quality that this Town expects and our team has strived to
exceed those requirements.
4. Is or would be visually harmonious with existing or proposed nearby
buildings
Our team reviewed the previously approved elevations for the Victory
development located at the far south end of this parent tract. Our team
worked with the same family of colors to create a nice complementary
color pallet with the other building.
5. Has obvious merit based upon the quality and durability of the materials;
Our team believes the materials presented are durable and exude
quality. We have worked with the manufacturers of the porcelain tile to
address the climate concerns in Texas for a porcelain tile material as
well as the wood accent materials that are shown. The rest of the
materials are common to developments in the DFW area.
6. Represents an exterior building material that is in keeping with the intent
of this chapter to balance the abovementioned objectives.
Based on the discussion points above, we believe that the colored
elevations presented as part of this request meet the intent of the
objectives and provide a project that the Town can support.
Sincerely,
Claymoore Engineering, Inc.
Matt Moore
Page 1 of 4
To: Planning & Zoning Commission Item No. 5
From: Scott Ingalls, AICP, Senior Planner
Through: Alex Glushko, AICP, Planning Manager
Re: Planning & Zoning Commission Meeting – February 19, 2019
Agenda Item:
Conduct a Public Hearing, and consider and act upon a request to amend Planned
Development-75 (PD-75), generally to modify the Office District, on 67.7± acres, located on the
northwest corner of Prosper Trail and Dallas Parkway. (Z18-0019).
Description of Agenda Item:
The zoning and land use of the surrounding properties are as follows:
Zoning Current Land Use Future Land Use
Plan
Subject
Property
Planned Development-75-
Single Family, Office,
and Retail
Undeveloped Tollway District
North
Planned Development-36-
SF-10/12.5 and
Commercial Corridor
Single Family Residential
(Legacy Gardens)
and Undeveloped
Medium Density
Residential
Tollway District
East Commercial Corridor Undeveloped Tollway District
South Planned Development-66-
Single Family and Retail
Single Family Residential
(Star Trail)
and Undeveloped
Medium Density
Residential
Tollway District
West Planned Development-60-
SF-10 Single Family Residential Low Density
Residential
In October, 2015, the Town Council approved Planned Development-75 (PD-75) for a mixed
use development including a Single Family-15 District, Retail District, and Office District. The
Office District depicted three (3) buildings totaling 44,400 square feet and included elevations
for the proposed buildings.
The developer is now proposing to modify the Office District by revising Exhibit D to depict
fourteen (14) smaller buildings totaling 67,392 square feet. Exhibit D1 provides additional detail
Prosper is a place where everyone matters.
PLANNING
Page 2 of 4
of the site and proposed improvements. The larger overall building square footage is allowed
under the existing Development Standards, Exhibit C, which will not be amended.
Existing Office District Exhibit D
Proposed Office District Exhibit D
Page 3 of 4
Exhibit F shows the proposed Office District building elevations for the fourteen (14) office
buildings. The proposed elevations comply with the existing Development Standards, Exhibit C,
and the Office development standards of the Zoning Ordinance.
Existing Office District Exhibit F
Proposed Office District Exhibit F
A revised Exhibit G has been provided that illustrates required tree and shrub planting for the
revised office building configuration specifically along the western and northern property lines
which abut single family residential zoned property.
Town staff believes these amendments are reasonable and will allow the developer flexibility to
construct an office development that will attract a broader customer base and yet maintain a
high quality development. Therefore, staff recommends approval of the proposed amendments.
Future Land Use Plan – The Future Land Use Plan recommends Tollway District for the
property; the proposed amendment conforms to the Future Land Use Plan.
Thoroughfare Plan – The property has direct access to existing Prosper Trail, an ultimate six-
lane divided thoroughfare, and future Shawnee Trail, an ultimate four-lane divided thoroughfare.
The zoning exhibit complies with the Thoroughfare Plan.
Water and Sanitary Sewer Services – Water and sanitary sewer service will need to be
extended to the property.
Access – The property currently has access from Prosper Trail and future Shawnee Trail.
Adequate access is provided to the property.
Page 4 of 4
Schools – This property is served by the Prosper Independent School District. It is not
anticipated that a school site will be needed on this property.
Parks – This property is not needed for a park.
Environmental Considerations – There is 100-year floodplain on the property.
Legal Obligations and Review:
Notification was provided to neighboring property owners, as required by state law. Town staff
has received one Public Hearing Notice Reply Form; not in opposition to the request.
Attached Documents:
1. Location and Zoning Maps
2. Proposed Exhibits A, B, C, D, D1, E, F, and G
3. Public Hearing Reply Form
Town Staff Recommendation:
Town staff recommends the Planning & Zoning Commission approve this amendment request.
Town Council Public Hearing:
Upon a recommendation by the Planning & Zoning Commission, a Public Hearing on this item
will be scheduled for the Town Council at their Regular meeting on March 12, 2019.
Z18-0019
PROSPER TRL
DALLAS PKWYKIRKWOOD LNSHAWNEE TRLWYNNE AVE
CARUTH DR
LAKE TRAIL LNINWOOD LN
ARMSTRONG LNMAPLEWOOD DRRUSTIC LN
PRESCOTT DRSHENANDOAH ST
STARGAZER WAYS
T
A
R
M
E
A
D
O
W
D
RLONG GROVE LNPINTAIL LNBIRDSONG LN
BROOKFIELD DRBEVERLY DRFOXGLEN DREUCLID DRFOX RIDGE TRL
OVERLOOK DRSAGEBRUSH DR
KINGS VIEW DR
WHITE TAIL DR
GENTLE KNOLL LNIVY
GLEN
C
T
RIVER ROCK LN
WINDROCK LNQUAIL CREEK LNSOUTH GATE LNCORAL RIDGE CT
CARILLON PL
STARLIGHT WAY±0 560 1,120280
Feet
Z18-0019
PD-66
PD-36
PD-8
PD-33PD-66
PD-63
PD-75
PD-44
PD-35
PD-8
PD-66
PD-75
PD-60
PD-74
PD-75
SF O
A
R
R CC
C
CC
SF-10/12.5
SF-10
R
SF
MF
CC
SF-15
O
SF-15
SF-10
CC
SF-10
SF-15
CC
PROSPER TRL
DALLAS PKWYKIRKWOOD LNSHAWNEE TRLWYNNE AVE
CARUTH DR
LAKE TRAIL LNINWOOD LN
ARMSTRONG LNRUSTIC LN
PRESCOTT DRSHENANDOAH ST
STARGAZER WAYS
T
A
R
M
E
A
D
O
W
D
RLONG GROVE LNPINTAIL LNBIRDSONG LN
BROOKFIELD DRBEVERLY DR
FOXGLEN DREUCLID DRFOX RIDGE TRL
OVERLOOK DRSAGEBRUSH DR
RIDGECROSS RD
WHITE TAIL DR
GENTLE KNOLL LNIVY
GLEN
C
T
RIVER ROCK LN
CLUB OAK CT
QUAIL CREEK LN GOLDEN SUNSET CTSOUTH GATE LNCARILLON PL
K
O
B
Y
C
I
RSTARLIGHT WAY±0 560 1,120280
Feet
ã 7.500 AC OFFICE TRACTBEING a tract of land situated in the Collin County School Land #12 Survey, Abstract Number 147, Town of Prosper, Collin County,Texas, being a portion of the tract described by the deed to Prosper 67 Partners, LTD., recorded under Instrument Number20121031001392700, Official Public Records, Collin County, Texas (OPRCCT), the subject tract being more particularly described asfollows (Bearings for this description are based on the State Plane Coordinate System, Texas North Central Zone 4202, NorthAmerican Datum of 1983):COMMENCING at a 5/8 inch rebar found at the northwest corner of said Prosper 67 Partners tract, being a southeasterly corner ofthe tract described by the deed to BGY Prosper 221, LLC, recorded under Instrument Number 20171121001544530, OPRCCT;THENCE with the west line of said Prosper 67 Partners, LTD. Tract and the southerly east line of said BGY Prosper 221, LLC tract,SOUTH 00 degrees 36 minutes 44 seconds EAST, a distance of 928.60 feet to a 5/8 inch rebar with cap stamped “RPLS 6059”(hereinafter “capped rebar set”) at the northwest corner and point of beginning of the herein described tract;THENCE through the interior of said Prosper 67 Partners, LTD. Tract, NORTH 89 degrees 27 minutes 50 seconds EAST, a distanceof 745.36 feet to a capped rebar set on the west line of Shawnee Trail, a variable width right-of-way dedicated by plat recordedunder Document Number 2018-408, O.P.R.C.C.T., said point being the beginning of a non-tangent curve to the left, having a radiusof 1145.00 feet, a central angle of 06 degrees 39 minutes 11 seconds, and a chord bearing and distance of SOUTH 02 degrees 46minutes 06 seconds WEST, 132.88 feet;THENCE with the west right-of-way of said Shawnee Trail, the following calls:Along the arc of said curve, an arc distance of 132.95 feet to a capped rebar set;SOUTH 00 degrees 33 minutes 39 seconds EAST, a distance of 15.00 feet to a capped rebar set;SOUTH 03 degrees 15 minutes 12 seconds WEST, a distance of 150.33 feet to a capped rebar set;SOUTH 00 degrees 33 minutes 39 seconds EAST, a distance of 125.00 feet to a point for corner from which a 5/8 inch rebarbearsSOUTH 28 degrees EAST, 0.36 feet;SOUTH 44 degrees 26 minutes 21 seconds WEST, a distance of 35.36 feet to a 5/8 inch rebar with cap stamped "JONES |CARTER" found (hereinafter "capped rebar found") on the north right-of-way of Prosper Trail, as dedicated by said DocumentNumber 2018-408;THENCE with the north right-of-way of said Prosper Trail, the following calls:SOUTH 89 degrees 26 minutes 21 seconds WEST, a distance of 507.11 feet to a capped rebar found at the beginning of atangent curve to the right, having a radius of 503.00 feet, a central angle of 08 degrees 22 minutes 26 seconds, and a chordbearing and distance ofNORTH 86 degrees 21 minutes 33 seconds WEST, 73.45 feet;Along the arc of said curve, an arc distance of 73.52 feet to a capped rebar found at the beginning of a reverse curve, having aradius of 527.02 feet, a central angle of 08 degrees 22 minutes 27 seconds, and a chord bearing and distance of NORTH 86degrees 22 minutes 25 seconds WEST, 76.96 feet;Along the arc of said curve, an arc distance of 77.03 feet to a capped rebar found;SOUTH 89 degrees 26 minutes 21 seconds WEST, a distance of 45.13 feet to a capped rebar found on the west line of saidProsper 67 Partners, LTD. Tract, same being the east line of said BGY Prosper 221, LLC tract, from which a 1/2 inch rebar withred cap found bears SOUTH 00 degrees 36 minutes WEST, a distance of 11.36 feet;THENCE with the west line of said Prosper 67 Partners, LTD. tract and the east line of said BGY Prosper 221, LLC tract, NORTH00 degrees 36 minutes 44 seconds WEST, a distance of 436.98 feet, returning to the POINT OF BEGINNING and enclosing 7.500acres (326,691 square feet) of land, more or less.CASE No. Z18-0019EXHIBIT A+/- 7.5 ACRES OF LANDPD-75-RETAILPD-75-SF-15RISLAND PROSPER 221 LLCRISLAND PROSPER 221 LLC
-Exhibit B-
Statement of Intent
I. Statement of Intent
A. Overall Intent
This 67 acre property is intended to be developed in a manner that will allow flexibility of uses
within the categories of retail, commercial and residential zones. The development will include
recreational and detention space and will grow into an active community of mixed uses.
B. Description of Property
Located at the northwest intersection of the Dallas Parkway and Prosper Trail, this 67.7 acre tract
is owned by Avex Group. Shawnee Trail, a four (4) lane divided minor thoroughfare runs north and
south through the middle of the property and will provide access to the proposed uses within the
development. Driveway access for the development will also be taken off Prosper Trail on the
southern boundary of the site and Dallas Parkway along the eastern boundary. A floodplain, open
space and detention basin runs east and west through the site along the creek. With the exception
of the existing 20 foot wide paving for Prosper Trail along the southern boundary, the subject
property is currently vacant. To the north and west of the site is a proposed single family
development, Legacy Crossing (PD-36 and PD-60). To the south is the proposed 880 acre Villages
of Star Trail, a Planned Development (PD-66) which incorporates single family, office, retail and
commercial zoning. Exhibit A and Exhibit D depict the location and boundary of the project.
C. Description of Proposed Development
The location of this project, at the intersection of a major highway and two thoroughfares, lends
itself well for commercial, retail, and/or office development. A mixture of small pad sites, retail
centers and large big box retail tracts will allow for a variety of uses, including banks, small offices,
restaurants, grocery stores, etc. Additionally, with the site’s close proximity to residential
developments, there is an opportunity for large single family lots in the northwest corner of the
subject property.
The proposed multiple uses are divided into three (3) main categories: office, retail and single
family residential. As shown in Exhibit D, the portion of the property west of Shawnee Trail will be
single family residential to the north and neighborhood service to the south. The eastern portion of
the property, between the future Shawnee Trail and Dallas Parkway, is composed of retail and
commercial uses. As mentioned in the previous section, a large east/west detention and open
space area divides the property, creating two detention areas, +6.2 acres of detention/open space
to the west of Shawnee Trail and +8.9 acres on the eastern side of it. As shown on Exhibit D, a
hike and bike trail connecting to the trail in the neighboring development will extend through the
property, along the creek. In addition to creating recreational opportunities within the development,
the detention/open space areas provide a significant buffer between the residential and
neighborhood service areas, as well as between the varying scales of the commercial
development.
II. Current Zoning and Land Uses
A. Current Zoning Classification
Between Dallas Parkway and the boundary of the proposed minor thoroughfare, Shawnee Trail,
the current zoning is CC-Commercial Corridor District. To the west of the proposed minor
thoroughfare boundary, the majority of the property is currently zoned SF-15.
1
B. Future Land Use Plan
The Future Land Use plan designates the eastern portion of the property as Dallas North Tollway
District and the western portion as Medium Density Residential.
C. Compatibility with Comprehensive Plan
The current designations shown on the Future Land Use map for this area, Medium Density
Residential and Dallas North Tollway District, are defined within the Comprehensive Plan to
include uses within the classifications of office, retail and residential.
In regards to Medium Density Residential, the designation requires lot sizes with a range between
12,500 square feet and 20,000 square feet. In addition to the lot size, the density for Medium
Density Residential zones is recommended to be between 1.6-2.5 dwelling units per acre. The
average lot size on the proposed concept plan in approximately 15,000 square feet with an
approximate density of 1.9 units per acre. This is within the parameters of both the proposed SF-12
zoning district as well as the standards set forth within the Comprehensive Plan.
Within the area designated as the Dallas North Tollway District, the proposal of various retail,
banking, and restaurant spaces throughout the development meets the intention of providing
multiple uses that benefit residents, commuters and visitors of the area. As the area continues to
grow and develop, the demand for such spaces will increase, and the location of the site at the
intersection of the Tollway and a Minor Thoroughfare will create the convenient access that is
conducive to the needs of everyone.
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Exhibit C-
Planned Development Standards
Conformance with the Town’s Zoning Ordinance and Subdivision Ordinance:
Except as otherwise set forth in these Development Standards, the regulations of the Town’s Zoning
Ordinance (Ordinance No. 05-20 as it exists or may be amended) and the Subdivision Ordinance (As it
exists or may be amended) shall apply.
Tract A-Single Family 15 District
A.1 Except as noted below, Tract A shall develop in accordance with the Single Family 15 District as
it exists or may be amended.
A.2 Uses. The site shall be limited to the following permitted uses.
1. Accessory Building
2. Day Care Center, In-Home C
3. Farm or Ranch
4. Home Occupation C
5. Homebuilder Marketing Center C
6. House of Worship
7. Model Home
8. Municipal Uses Operated by the Town of Prosper
9. Park or Playground
10. Private Street Development C
11. School, Public
12. Single Family Dwelling, Detached
A.3 Density: Maximum of 2.5 dua, per gross acreage.
A.4 Regulations
1. Minimum Side Yard – Ten (10) feet, fifteen (15) feet on corner adjacent to a side street
2. Minimum Front Yard – Thirty (30) feet, twenty five (25) on cul-de-sac lots
3. Minimum Rear Yard – Twenty (20) feet
4. Minimum Lot Area –
a. A maximum of three (3) lots within Tract A may be less than 15,000 square feet. These
lots must have a minimum square footage of thirteen thousand five hundred (13,500).
b. Minimum average lot area of all lots within Tract A must be no less than fifteen thousand
(15,000) square feet
5. Minimum Lot Width – One hundred (100) feet
6. Minimum Lot Depth – One hundred and thirty five (135) feet
i. When located on a cul-de-sac, the lot depth may be a minimum of one hundred
and twenty five (125) feet, so long as the minimum lot area is met
7. Minimum Dwelling Area – Two thousand (2,000) square feet
8. Maximum Impervious Coverage –
a. The cumulative area of any driveway plus any impermeable surface area located between
the front property line and any front building wall shall not exceed fifty (50) percent of the
area between the front property line and any front building wall. The front wall of a j-swing
wall can be used to meet the requirement.
9. Alternating Single Family Plan Elevations (Anti-Monotony)
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a. A minimum of four (4) distinctly different home elevations shall be built on the same side
of the street. Similar elevations shall not face each other. The same elevation shall not
be within three (3) homes of each other on the same side of the street.
b. Different exterior elevations can be met by meeting at least two of the following criteria:
i. Different roof forms/profiles
ii. Different façades consisting of different window and door style and placement
iii. Different entry treatments such as porches and columns
iv. Different number of stories
10. Open Space Requirements:
a. Within the SF-15 District, a minimum of five (5) acres of open space is required. This
space may include detention and floodplain areas and must contain landscaping and
amenities where applicable.
i. An eight (8) foot wide hike and bike trail connecting to the overall trail plan must be
located with this area.
ii. Landscaping (Trees and/or shrubs) must be planted along the northern edge of the
hike and bike trail, between the trail and the back of the residential lots.
11. Additional Masonry Requirements:
a. Excluding windows, any portion of an upper story facing a street shall be constructed of
100% masonry.
b. Chimneys shall be clad with 100% clay fired brick, natural or manufactured stone or
stucco.
12. Garage Requirements:
a. In no instance shall a garage door directly facing a street be less than twenty five (25) feet
from the property line.
b. Garage doors directly facing a street shall not occupy more than fifty percent (50%) of the
width of the front façade of the house.
c. Garage doors directly facing a street shall be located a minimum of five (5) feet behind the
main front façade of the house.
d. Where a home has three (3) or more garage/enclosed parking spaces, no more than two
(2) garage doors shall face the street, unless the garage doors are located behind the
main structure.
13. Fencing Requirements:
a. Privacy fences on single family residential lots shall be located a minimum of ten (10) feet
behind the front elevation of the main building and shall not exceed eight (8) feet in height
above grade.
b. Wood fences shall be board on board with a top rail. A common fence stain color shall be
established for the development by the developer/HOA.
c. Fences adjacent to open space and hike and bike trails shall be ornamental metal, tubular
steel or split rail.
d. Fences on corner lots shall be ornamental metal, tubular steel or split rail.
14. Carports are prohibited.
15. Additional Tree Requirements.
a. A minimum of two (2), four (4) inch caliper trees shall be planted in the side yard of a
corner lot. Where more than two (2) trees are required per lot, the side yard corner lot
trees may be used to meet the requirement.
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Tract B Office District
B.1 Except as noted below, Tract B shall develop in accordance with the Office District as it exists or
may be amended.
B.2 Uses. Uses shall be permitted in accordance with the Office District with the exception of the
following uses which shall be prohibited:
1. Athletic Stadium or Field, Public
2. Cemetery or Mausoleum
3. Civic/Convention Center
4. Commercial Amusement, Indoor
5. Golf Course and/or Country Club
6. Private Boarding School
7. Recycling Collection Point
8. Rehabilitation Care Institution
9. Restaurants with Drive-up or Drive-through service
10. School District Bus Yard
11. Sewage Treatment Plant/Pumping Station
12. Telephone Exchange
13. Utility Distribution/Transmission Facility
14. Water Treatment Plant
B.3 Regulations
1. Lot Coverage – Maximum of thirty (30) percent
a. Lot coverage is defined as the area covered by the building footprint
2. Maximum Floor Area – Ten thousand (10,000) square feet
b. The maximum floor area may exceed ten thousand (10,000) square feet under either of
the following conditions
i. The entire structure is in excess of two hundred and fifty (250) feet from a
residential lot.
ii. The structure is separated from a residential lot by a public right of way
3. Landscape Buffer –
a. A minimum of a twenty-five (25) foot landscape buffer shall be required when adjacent to
any residential zoning district.
i. Planting Standards within Buffer
1. Four (4) inch caliper large evergreen trees shall be planted every thirty
(30) feet on center
2. Two (2) to three (3) inch caliper evergreen ornamental trees shall be
staggered every fifteen (15) feet to provide a solid living screen.
a. When the required open space for the planned development is
located between the office and residential zones, it may count
toward the required 25’ buffer, provided that the above
mentioned landscape requirements are met.
b. A minimum of a twenty-five (25) foot landscape buffer shall be required along Shawnee
Trail and Prosper Trail
i. Planting Standards within Buffer
1. One (1) – Four (4) inch caliber evergreen trees shall be planted per
thirty (30) linear feet of frontage. These trees may be planted in groups
with appropriate spacing for species.
2. One (1) – Three (3) inch caliper ornamental tree shall be planted per
thirty (30) linear feet of frontage. These trees may be planted in groups
with appropriate spacing for species.
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3. A minimum of fifteen (15) shrubs with a minimum size of five (5) gallons
each shall be planted in the landscape area for every thirty (30) feet of
frontage. Where parking spaces face the right-of-way, a second row of
shrubs may be required in order to further screen the parking lot from
view.
4. In addition to the tree and shrub requirements, berms with a minimum
height of two (2) feet must be provided within the landscape buffer.
4. Façade Plan and Architectural Style Approval
a. Upon submittal of the first Preliminary Site Plan and/or Site Plan, a detailed style/material
plan shall be submitted along with the Façade Plan for Planning and Zoning Commission
and Town Council approval.
B.4 Design Guidelines
1. Architectural standards
a. Buildings must be one hundred percent (100%) masonry, excluding windows, doors, trim
and accent materials.
i. Masonry materials include brick, stone, and/or stucco
ii. The primary material shall be brick and/or stone. Stucco may be used as an accent
not to exceed twenty percent (20%) of any exterior elevation.
b. The style of all buildings must be consistent and in keeping with the style of the entire
Planned Development as shown on the conceptual elevations (Exhibit G)
c. All materials and exterior colors shall be compatible with those used throughout the
development as well as any similar developments adjacent to the Planned Development
d. Building articulation is required on all elevations. This may be achieved through recessed
or projecting architectural elements, variation in roof line, etc.
e. No single finish shall cover more than eighty (80) percent of the front of any building
f. Pitched Roofs are required for all development within Tract B
i. Buildings less than 5,000 sq. ft. shall have a minimum roof pitch of 8:12
ii. Buildings less than 10,000 sq. ft. shall have a minimum roof pitch of 6:12
iii. Any building 10,000 sq.ft. or larger must have a minimum roof pitch of 4:12
2. Screening
a. Service, Mechanical and Utility Equipment
i. All service, mechanical and/or utility equipment shall be completely screened from
public view by architectural screens, fences and/or landscaping.
ii. Trash cans and dumpster locations shall be permanently fenced or screened with
enclosures rendering these functions hidden from public view. These enclosures
shall be reinforced masonry and must match the materials used on the primary
structure. Solid metal gates a minimum of six (6) feet in height must be provided.
iii. When possible, all service areas and mechanical equipment shall be located at the
rear of the building and out of view of the roadways.
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Tract C Retail District
C.1 Except as noted below, the Tract C shall develop in accordance with the Retail District as it exists
or may be amended.
C.2 Uses. Uses shall be permitted in accordance with the Retail District with the exception of the
following:
Permitted with Specific Use Permit:
1. Convenience Store with Gas Pumps as an Accessory Use
a. Accessory gas pumps are only allowed as an accessory use to a big box tenant and are
subject to the following development standards
i. Accessory gas pumps must be located on the same lot as a big box tenant
ii. Convenience store with gas pumps is permitted only within two hundred and fifty
(250) feet of the right-of-way line of Dallas Parkway
iii. Accessory gas pumps shall be located at least two hundred and fifty (250) feet
from a property line of a residential lot
iv. Canopies shall have pitched roofs (min. roof pitch of 4:12) and the color and style
of the metal roof on the gas station canopy shall be consistent with the metal roof
on the big box building
v. Canopy support columns shall be fully encased with masonry materials that are
complimentary to that used on the main building
vi. The canopy band face shall be a color consistent with the main structure and may
not be backlit or used as signage
vii. Use shall be removed if closed for more than six (6) months, including
reclassification of fuel tanks per TCEQ Regulations
viii. A raised landscape planter of the same material as the masonry columns shall be
provided at both ends of all pump islands
Prohibited Uses:
1. Athletic Stadium or Field, Private
2. Athletic Stadium or Field, Public
3. Cemetery/Mausoleum
4. Commercial Amusement, Outdoor
5. Recycling Collection Point
6. School District Bus Yard
7. Sewage Treatment Plant/Pumping Station
8. Trailer Rental
9. Utility Distribution/Transmission Facility
10. Water Treatment Plant
C.3 Regulations
1. Outdoor sales and display shall be permitted with a Specific Use Permit but are limited to a
big box use and subject to the following conditions:
a. Shall be located within twenty five (25) feet of the front of the main building
b. Shall not block or impair sidewalks, ADA access, doorways or fire lanes
c. Shall not be displayed or stored on wooden crates, cardboard boxes, plastic cling wrap or
in a fashion that resembles open storage of materials
d. Permitted merchandise shall be seasonal and may include, but is not limited to: Christmas
trees, flowers, landscaping materials, and outdoor furniture
2. Lot Coverage – Maximum of forty (40) percent
a. Lot coverage is defined as the area covered by the building footprint
3. Drive-Thru Restaurants
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a. Drive-Thru Restaurants may not be located on adjacent property and are limited to the
following locations:
i. No more than two (2) drive thru restaurants shall be permitted along the Dallas
North Tollway/Dallas Parkway
ii. No more than one (1) drive-thru restaurant shall be permitted along Prosper Trail
b. No drive-thru restaurant shall be permitted any sooner than simultaneously with a
certificate of occupancy that has been issued for the big box/anchor retail
4. Screening/Buffering
a. A minimum of a twenty-five (25) foot landscape buffer is required along Prosper Trail and
a minimum thirty (30) foot buffer is required along Dallas Parkway
i. Planting Standards within Buffer
1. One (1) – Four (4) inch caliber evergreen tree shall be planted per thirty
(30) linear feet of frontage. These trees may be planted in groups with
appropriate spacing for species.
2. One (1) – Three (3) inch caliper ornamental tree shall be planted per
thirty (30) linear feet of frontage. These trees may be planted in groups
with appropriate spacing for species.
3. A minimum of fifteen (15) shrubs with a minimum size of five (5) gallons
each shall be planted in the landscape area for every thirty (30) feet of
frontage. Where parking spaces face the right-of-way, a second row of
shrubs may be required in order to further screen the parking lot from
view.
4. In addition to the tree and shrub requirements, berms must be provided
within the landscape buffer. The berms must range in height from two
(2) feet to four (4) feet. A minimum of fifty (50) percent of the berms
must be four (4) feet in height.
b. In addition to all screening requirements listed in Chapter 4, Section 5 of the Town of
Prosper Zoning Ordinance, a minimum of a thirty (30) foot landscape buffer is required
when the rear elevation and/or loading zone of any retail use backs a major or minor
thoroughfare. This space shall be made up of a mixture of traditional landscape and four
(4) foot landscaped berms in order to adequately screen the area.
i. Planting Standards within Buffer
a. One large evergreen tree, a minimum of four (4) inch caliper, must be planted
for every 20 linear feet of street frontage.
b. Ten (10) gallon shrubs shall be provided at a rate of 10 shrubs per 30 linear feet
of street frontage
ii. A minimum of twenty (20) feet of the landscape buffer shall be exclusive of all
utility easements, right turn lanes, drainage easements, and right of ways. None of
the required trees and/or shrubs shall be located within any utility easement.
C.4 Additional Standards
1. Elevation Review and Approval
a. All development within Tract C must submit a detailed material/style plan along with the
façade plan/elevations in order to define the architectural character of the property. This
must be submitted at the time of Preliminary Site Plan and/or Site Plan approval and is
subject to approval by the Town of Prosper Planning & Zoning Commission and Town
Council.
b. The design of any major tenant and/or attached retail component shall reflect the general
concept developed in the conceptual elevations (Exhibit D). Changes to materials and
architectural elements is permitted so long as the original character is maintained and all
design guidelines specified within this document are adhered too.
2. Open Space/Detention
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a. Within the Retail District, a minimum of six (6) acres of open space is required. This
space may include detention and floodplain areas and will contain landscaping and
amenities where applicable.
i. An eight (8) foot wide hike and bike trail connecting to the overall trail plan will
be located with this area
ii. Planting standards
a. One (1) – Four (4) inch caliper evergreen tree shall be planted per thirty
(30) feet of linear frontage. These trees may be planted in groups with
appropriate spacing for species.
b. One (1) – Three (3) inch caliper ornamental tree shall be planted per
thirty (30) linear feet of frontage. These trees may be planted in groups
with appropriate spacing for species.
c. A minimum of fifteen shrubs with a minimum size of five (5) gallons each
shall be planted in the landscape area for every thirty (30) feet of frontage
d. It is intended that all plant types promote a natural landscape. Where
possible, the planting shall be in accordance with the general planting
style as shown in Exhibit F-1.
b. Detention/Retention
a. Detention located within the Floodplain must meet all Town of Prosper,
FEMA and all other applicable regulations
C.5 Design Guidelines
1. Architectural standards
a. Buildings must be one hundred percent (100%) masonry, excluding windows, doors,
trim and accent materials
i. Masonry materials include brick, stone, and/or stucco
ii. The primary material shall be brick and/or stone. Stucco may be used as an
accent not to exceed 20% of any exterior elevation.
b. The style of all buildings must be consistent and in keeping with the style of the entire
Planned Development as shown on the conceptual elevations (Exhibit G)
c. All materials and exterior colors shall be compatible with those used throughout the
development as well as any similar developments adjacent to the Planned
Development
d. Building articulation is required on all elevations. This may be achieved through
recessed or projecting architectural elements, variation in roof line, etc.
e. No single finish shall cover more than eighty (80) percent of the front of any building.
f. Pitched Roofs are required for all Pad Sites in Tract C
i. Buildings less than 5,000 sq. ft. shall have a minimum roof pitch of 8:12
ii. Buildings less than 10,000 sq. ft. shall have a minimum roof pitch of 6:12
iii. Any building 10,000 sq.ft. or larger must have a minimum roof pitch of 4:12
2. Screening
a. Service, Mechanical and Utility Equipment
i. All service, mechanical and/or utility equipment shall be completely screened
from public view by architectural screens, fences and/or landscaping
ii. Trash cans and dumpster locations shall be permanently fenced or screened
with enclosures rendering these functions hidden from public view. These
enclosures shall be reinforced masonry and must match the materials used on
the primary structure. Solid metal gates a minimum of six (6) feet in height
must be provided.
iii. When possible, all service areas and mechanical equipment shall be located at
the rear of the building and out of view of the roadways
ã RISLAND PROSPER 221 LLCRISLAND PROSPER 221 LLCPD-75-OFFICEPD-75-SF 15PD-75-OFFICEPD-75-RETAIL
PROSPER TRAILSHAWNEE TRAIL
ã
-Exhibit E-
Development Schedule
The phasing and development of this project is dependent upon market conditions and the construction
of the Dallas North Tollway and Prosper Trail. Upon initiation of development, the project is expected to
be completed in three (3) to four (4) phases, lasting approximately 12-36 months for each phase.
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]
Prosper is a place where everyone matters.
AGENDA BRIEFING – EXECUTIVE CONFERENCE ROOM
1. Call to Order/Roll Call.
2. Questions about items listed on the Regular Meeting Agenda.
3. Discussion Items:
Downtown Festival Update (DR)
Mobile Food Truck Park Policy (DR)
THE REGULAR TOWN COUNCIL MEETING CONVENES IN COUNCIL CHAMBERS
IMMEDIATELY FOLLOWING THE AGENDA BRIEFING
1. Call to Order/Roll Call.
2. Invocation, Pledge of Allegiance and Pledge to the Texas Flag.
3. Announcements of recent and upcoming events.
4. CONSENT AGENDA: All Consent Agenda Items Approved, 7-0 with exceptions
noted below
(Items placed on the Consent Agenda are considered routine in nature and non-
controversial. The Consent Agenda can be acted upon in one motion. Items may be
removed from the Consent Agenda by the request of Council Members or staff.)
4a. Consider and act upon minutes from the following Town Council meeting. (RB)
Regular Meeting – January 22, 2019
Special Meeting – January 30, 2019
4b. Consider and act upon an ordinance ordering a General Election to be held on
May 4, 2019, and authorizing the Town Manager to execute contracts with the
Collin County Election Administration, the Denton County Election Administration,
and the Prosper Independent School District for joint election services. (RB)
4c. Conduct a Public Hearing, and consider and act upon a request for a Specific Use
Permit for a Wireless Communication and Support Structure, on 0.5± acre, located
in Frontier Park, on the south side of Frontier Parkway, south and west of Stadium
Drive. (S18-0007). (AG) Tabled to April 23, 2019 per request of the applicant
AGENDA
Agenda Briefing and Regular Meeting of the
Prosper Town Council
Prosper Town Hall
200 S. Main Street, Prosper, Texas
Tuesday, February 12, 2019
5:45 p.m.
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4d. Consider and act upon authorizing the Town Manager to execute a Tower Site
Lease Agreement by and between the Town of Prosper, Texas, and New Cingular
Wireless PCS, LLC, for the lease of Town property, generally located at 1551
Frontier Parkway in Frontier Park, for a cell tower. (CS) Tabled to April 23, 2019
4e. Consider and act upon authorizing the Town Manager to execute a Development
Agreement between the Town of Prosper, Texas, and Lakes of Legacy LLC.,
related to early issuance of building permits for the Lakes of Legacy, Phase 1
development. (DH)
4f. Consider and act upon whether to direct staff to submit a written notice of appeal
on behalf of the Town Council to the Development Services Department, pursuant
to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance,
regarding action taken by the Planning & Zoning Commission on any Site Plan or
Preliminary Site Plan. (AG)
5. CITIZEN COMMENTS:
The public is invited to address the Council on any topic. However, the Council is unable
to discuss or take action on any topic not listed on this agenda. Please complete a “Public
Meeting Appearance Card” and present it to the Town Secretary prior to the meeting.
REGULAR AGENDA:
If you wish to address the Council during the regular agenda portion of the meeting, please
fill out a “Public Meeting Appearance Card” and present it to the Town Secretary prior to
the meeting. Citizens wishing to address the Council for items listed as public hearings
will be recognized by the Mayor. Those wishing to speak on a non-public hearing related
item will be recognized on a case-by-case basis, at the discretion of the Mayor and Town
Council.
ITEMS FOR INDIVIDUAL CONSIDERATION:
6. Conduct a Public Hearing, and consider and act upon an ordinance rezoning a portion of
Planned Development-3-Single Family (PD-3-SF) to Planned Development-Office (PD-
O), on 12.9± acres, located south of Prosper Trail, west of Cook Lane, to a llow for the
development of a Town Public Safety Facility. (Z18-0018). (AG) Approved, 7-0
7. Discussion on Public Safety Complex Phase 1 (Police Station and Dispatch) Facility. (DK)
8. Consider and act upon a request for a Subdivision Waiver for lots without road frontage
for Prosper Commons, Block B, Lots 11 and 12, on 4.6± acres, located on the west side
of Coit Road, north of US 380. The property is zoned Planned Development-2 (PD-2).
(D18-0122). (AG) Approved, 7-0
9. EXECUTIVE SESSION:
Recess into Closed Session in compliance with Section 551.001 et seq. Texas
Government Code, as authorized by the Texas Open Meetings Act, to deliberate
regarding:
9a. Section 551.087 – To discuss and consider economic development incentives.
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9b. Section 551.072 – To discuss and consider purchase, exchange, lease or value of
real property for municipal purposes and all matters incident and related thereto.
9c. Section 551.074 – To discuss and review the Town Manager’s performance
evaluation.
10. Reconvene in Regular Session and take any action necessary as a result of the Closed
Session.
11. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.
12. Adjourn.
CERTIFICATION
I, the undersigned authority, do hereby certify that this Notice of Meeting was posted at Prosper Town Hall,
located at 200 S. Main Street, Prosper, Texas 75078, a place convenient and readily accessible to the
general public at all times, and said Notice was posted by 5:00 p.m., on Friday, February 8, 2019, and
remained so posted at least 72 hours before said meeting was convened.
_______________________________ _________________________
Robyn Battle, Town Secretary Date Notice Removed
Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult
in closed session with its attorney and to receive legal advice regarding any item listed on this agenda.
NOTICE
Pursuant to Town of Prosper Ordinance No. 13-63, all speakers other than Town of Prosper staff are limited
to three (3) minutes per person, per item, which may be extended for an additional two (2) minutes with
approval of a majority vote of the Town Council.
NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Town Council meetings are wheelchair
accessible. For special services or assistance, please contact the Town Secretary’s Office at (972) 569 -
1011 at least 48 hours prior to the meeting time.