ITY OF ULSHEAR Secretary/Boards and...Alders at Cross Creek Ranch (Senior Independent Living)...

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1 CITY OF FULSHEAR “FIND YOUR FUTURE IN FULSHEAR30603 FM 1093 WEST/ PO BOX 279 ~ FULSHEAR, TEXAS 77441 PHONE: 281-346-1796 ~ FAX: 281-346-2556 WWW.FULSHEARTEXAS.GOV ZONING BOARD OF ADJUSTMENT MEETING AGENDA MAY 12, 2020 NOTICE IS HEREBY GIVEN OF A MEETING OF THE ZONING BOARD OF ADJUSTMENT OF THE CITY OF FULSHEAR TO BE HELD BY VIDEOCONFERENCE ON TUESDAY, MAY 12, 2020 AT 10:00 A.M..FOR THE PURPOSE OF CONSIDERING THE FOLLOWING ITEMS.AUDIO, AND TO THE EXTENT FEASIBLE, VIDEO OF THE MEETING WILL BE AVAILABLE TO THE PUBLIC VIA THE FOLLOWING FREE- OF-CHARGE VIDEOCONFERENCE LINK: ( https://global.gotomeeting.com/join/981189549 ) “Incidental Meeting Notice: A quorum of the City of Fulshear City Council, Planning & Zoning Commission, City of Fulshear Development Corporation (Type A), Fulshear Development Corporation (Type B), Parks & Recreation Commission, Historic Preservation & Museum Commission, Zoning Board of Adjustment, or any or all of these, may be in attendance at the meeting specified in the foregoing notice, which attendance may constitute a meeting of such governmental body or bodies as defined by the Texas Open Meetings Act, Chapter 551, Texas Government Code. Therefore, in addition to the foregoing notice, notice is hereby given of a meeting of each of the above-named governmental bodies, the date, hour, place, and subject of which is the same as specified in the foregoing notice.” 1. CALL TO ORDER ZONING BOARD OF AJUSTMENT: MEMBER- AMY PEARCE MEMBER- BILL ARCHER MEMBER- CAROL RIGGS MEMBER- BRYAN THOMAS MEMBER- GENE MORGAN STAFF: CITY MANAGER: Jack Harper CITY SECRETARY: Kimberly Kopecky CITY ATTORNEY: J. Grady Randle

Transcript of ITY OF ULSHEAR Secretary/Boards and...Alders at Cross Creek Ranch (Senior Independent Living)...

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CITY OF FULSHEAR “FIND YOUR FUTURE IN FULSHEAR”

30603 FM 1093 WEST/ PO BOX 279 ~ FULSHEAR, TEXAS 77441 PHONE: 281-346-1796 ~ FAX: 281-346-2556

WWW.FULSHEARTEXAS.GOV

ZONING BOARD OF ADJUSTMENT MEETING

AGENDA

MAY 12, 2020

NOTICE IS HEREBY GIVEN OF A MEETING OF THE ZONING BOARD OF ADJUSTMENT OF THE CITY OF FULSHEAR TO BE HELD BY VIDEOCONFERENCE ON TUESDAY, MAY 12, 2020 AT 10:00 A.M..FOR THE PURPOSE OF CONSIDERING THE FOLLOWING ITEMS.AUDIO, AND TO THE EXTENT FEASIBLE, VIDEO OF THE MEETING WILL BE AVAILABLE TO THE PUBLIC VIA THE FOLLOWING FREE-

OF-CHARGE VIDEOCONFERENCE LINK:

( https://global.gotomeeting.com/join/981189549 )

“Incidental Meeting Notice: A quorum of the City of Fulshear City Council, Planning & Zoning Commission, City of Fulshear Development Corporation (Type A), Fulshear Development Corporation (Type B), Parks & Recreation Commission, Historic Preservation & Museum Commission, Zoning Board of Adjustment, or any or all of these, may be in attendance at the meeting specified in the foregoing notice, which attendance may constitute a meeting of such governmental body or bodies as defined by the Texas Open Meetings Act, Chapter 551, Texas Government Code. Therefore, in addition to the foregoing notice, notice is hereby given of a meeting of each of the above-named governmental bodies, the date, hour, place, and subject of which is the same as specified in the foregoing notice.”

1. CALL TO ORDER

ZONING BOARD OF AJUSTMENT: MEMBER- AMY PEARCE MEMBER- BILL ARCHER MEMBER- CAROL RIGGS MEMBER- BRYAN THOMAS MEMBER- GENE MORGAN

STAFF:

CITY MANAGER: Jack Harper CITY SECRETARY: Kimberly Kopecky CITY ATTORNEY: J. Grady Randle

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2. QUORUM

3. CONSIDERATION AND POSSIBLE ACTION TO APPROVE MINUTES FROM

MEETING HELD ON FEBRUARY 5, 2019

4. VARIANCE REQUEST BY BART TINSLEY/ALDER DEVELOPMENT GROUP

A. Call Hearing to Order

B. The City of Fulshear Zoning Board of Adjustment will hold a public hearing by

videoconference on May 12, 2020 at 10 a.m. to hear the application of Bart Tinsley, of Alder

Development Group, requesting a Variance to Appendix A, Section 1-164(3)(c), of the Fulshear

Code. The property is located within the Alder's at Cross Creek Ranch, a subdivision of 8.064

acres near the intersection of Cross Creek Bend Lane and Cross Creek Bend Boulevard, and more

precisely located at 6523 Cross Creek Bend Lane. The application may be inspected at the

Development Services Department during regular business hours. Interested parties may appear at

the public hearing and be heard with respect to the application.

C. Applicant Presentation

D. Staff Report

E. Persons wishing to speak for or against the proposed request

F. Staff / Board / Applicant discussion

G. Adjournment of Hearing

5. CONSIDERATION AND POSSIBLE ACTION ON VARIANCE REQUEST BY BART

TINSLEY/ALDER DEVELOPMENT GROUP

6. Adjournment

Note: In compliance with the American Disabilities Act, this facility is wheelchair accessible and accessible parking

spaces are available. Requests for accommodations or interpretive service must be made at least 48 business hours

prior to this meeting. Please contact the City Secretary’s office at 281-346-1796 for further information.

I, Kimberly Kopecky, City Secretary of the City, do hereby certify that the above Notice of Meeting and Agenda for

the Zoning Board of Adjustment of the City of Fulshear, Texas was posted on Friday, May 8, 2020 at 5:00 p.m., in a

place convenient and readily accessible at all times to the general public, in compliance with Chapter 551, TEXAS

GOVERNMENT CODE.

_________________________________________

Kimberly Kopecky – City Secretary

kkopecky
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Kimberly Kopecky
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CITY OF FULSHEAR “FIND YOUR FUTURE IN FULSHEAR”

30603 FM 1093 WEST/ PO BOX 279 ~ FULSHEAR, TEXAS 77441 PHONE: 281-346-1796 ~ FAX: 281-346-2556

WWW.FULSHEARTEXAS.GOV

ZONING BOARD OF ADJUSTMENT MEETING

MINUTES

FEBRUARY 5, 2019

1. CALL TO ORDER

This meeting of the Zoning Board of Adjustment was called to order by Chairman Amy Pearce at

10:00 a.m. on Tuesday, February 5, 2019 at City Hall, 30603 FM 1093, Fulshear, Texas 77441.

2. QUORUM

A quorum was present.

Members Present:

Amy Pearce

Bill Archer

Bryan Thomas

Carol Riggs

Gene Morgan

City Staff:

Kimberly Kopecky

Brant Gary

Sharon Valiante

Kerry Sigler

ZONING BOARD OF AJUSTMENT: MEMBER- AMY PEARCE MEMBER- BILL ARCHER MEMBER- CAROL RIGGS MEMBER- BRYAN THOMAS MEMBER- GENE MORGAN

STAFF:

CITY MANAGER: Jack Harper CITY SECRETARY: Kimberly Kopecky CITY ATTORNEY: J. Grady Randle

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Zach Goodlander

Byron Brown

Others Present:

Kaye Kahlich

And about 7 others that did not sign in

3. CONSIDERATION AND POSSIBLE ACTION TO APPROVE MINUTES FROM

MEETINGS HELD ON OCTOBER 17, 2018 AND OCTOBER 30, 2018

A motion was made by ZBA member Thomas to approve minutes from meetings held on October

17, 2018 and October 30, 2018. It was seconded by ZBA member Riggs. The motion was carried

by the following vote:

Ayes: ZBA members Pearce, Archer, Thomas, Riggs, and Morgan

Nays: None

4. VARIANCE REQUEST BY SURESH/ BHARATHI GUTHIKONDA

A. Call Hearing to Order

Chairman Pearce called the hearing to order at 10:01 a.m.

B. The City of Fulshear Zoning Board of Adjustment will hold a hearing on February 5,

2019 at 10 a.m. at Fulshear City Hall, 30603 FM 1093, Fulshear, Texas 77441 to hear the

application of Suresh and Bharathi Guthikonda requesting a Variance to Appendix A,

Section 1-164 (3) (d) (3), of the Fulshear Code. The property is located within the Cross

Creek Ranch Development near the intersection of Cross Creek Ranch Boulevard and

Cross Creek Bend Lane. The application may be inspected at City Hall during regular

business hours. The public is invited to attend.

C. Applicant Presentation

The applicant spoke and answered questions regarding Ivy Kids.

D. Staff Report

Brant Gary gave the staff report.

E. Persons wishing to speak for or against the proposed request

There was no one wishing to speak for or against the proposed request.

F. Staff / Board / Applicant discussion

ZBA members asked questions that were answered by the applicant.

G. Adjournment of Hearing

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A motion was made by ZBA member Archer to adjourn the hearing. It was seconded by

ZBA member Riggs. The motion was carried by the following vote:

Ayes: ZBA members Pearce, Archer, Thomas, Riggs, and Morgan

Nays: None

Chairman Pearce closed the hearing at 10:19 a.m.

5. CONSIDERATION AND POSSIBLE ACTION ON VARIANCE REQUEST BY

SURESH/ BHARATHI GUTHIKONDA

A motion was made by ZBA member Thomas to approve the variance request by Suresh/Bharathi

Guthikonda with a 1-1 space to staff ratio and a 1-8 space to student ratio (one (1) space per

staff member and one (1) space per eight (8) students). It was seconded by ZBA member Archer.

The motion was carried by the following vote:

Ayes: ZBA members Pearce, Archer, Thomas, Riggs, and Morgan

Nays: None

6. Adjournment

A motion was made by ZBA member Riggs to adjourn the meeting. It was seconded by ZBA

member Morgan. The motion was carried by the following vote:

Ayes: ZBA members Pearce, Archer, Thomas, Riggs, and Morgan

Nays: None

Chairman Pearce adjourned the meeting at 10:23 a.m.

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AGENDA MEMO BUSINESS OF THE ZONING BOARD OF ADJUSTMENTS

CITY OF FULSHEAR, TEXAS

AGENDA OF: May 12, 2020

DATE SUBMITTED: May 6, 2020 DEPARTMENT: Planning and

Development Zach Goodlander, Zach Goodlander, PREPARED BY: Director of

Development Services, PRESENTER: Director of

Development Services

SUBJECT:

CONSIDERATION AND POSSIBLE ACTION ON VARIANCE

REQUEST BY BART TINSLEY/ADLER DEVELOPMENT GROUP

ATTACHMENTS:

1. Zoning Variance Application

2. Supporting documents provided by the applicant

3. Survey of the subject property

4. Site plan of the subject property

5. Public hearing notices (newspaper, signage, mail-outs)

EXECUTIVE SUMMARY

Bart Tinsley of the Alder Development Group is seeking a variance to Appendix A, Section 1-

164(3)(c), of the Fulshear Code, for the purposes of having reduced parking requirements. The current

ordinance requires a minimum of 1.5 parking spaces per one (1) bedroom unit, with at least one (1) of

those spaces per unit covered, and two (2) per two or more bedroom unit, with at least one (1) of these

spaces per unit covered. The applicant is proposing to have 172 units and provide 197 parking spaces

for a ratio of 1.15 spaces per unit (regardless of unit size). 96 of these spaces will be covered.

This will be a Senior Independent Living Facility, named “Alder’s at Cross Creek Ranch”. Our current

parking ordinances do not differentiate between different multi-family product types. According to the

applicant many of their occupants will not own any car at all, on-site management staff will consist of

only 5 people, and a shuttle service will be provided for residents to go shopping, attend entertainment,

and other events (medical visits, etc.). The applicant has a similar project in the Magnolia/The

Woodlands area which has a parking ratio of 1.09 spaces per unit. Other examples have been provided

in your packet.

RECOMMENDATION

Staff recommends the Zoning Board of Adjustment approve the parking variance request with one

or more pedestrian gates being provided. The current parking ordinances unfortunately don’t speak

to a product such as this. Furthermore, the upcoming “Coordinated Development Ordinance” or

“CDO” will allow or have conditions for allowing “cross parking” between businesses of differing

uses. This allows for business owners to make better use of their property and for neighboring

businesses to work symbiotically in their use and construction of parking spaces. The applicant in

their letter has suggested use of the CCR Welcome Center as overflow parking, but the addition of

a gate would allow for safe and easy use of cross-parking between future commercial sites to the

south and east. Promoting walkability has also been stated in numerous City plans and reports, and

cross-parking helps accomplish that goal.

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10701 Corporate Drive, Suite 118 | Stafford, TX 77477 | 281.980.7705

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Alders at Cross Creek Ranch (Senior Independent Living) Parking Comparison

(BN was Civil Engineer on SIL Projects Listed Below)

Proposed Alders at Cross Creek Ranch – Fulshear, Texas 2019 8.064 acres; 172 units; Density = 21.33 units/acre

Provided Parking: 197 spaces (1.15 spaces/unit)

Other Existing SIL Communities in Texas 1. San Gabriel Seniors Village – Georgetown, Texas 2005

7.34 acres; 100 units; Density = 13.6 units/acre

Required Parking: 68 spaces (0.68 spaces/unit)

Provided Parking: 100 spaces (1.00 spaces/unit)

2. Watercrest at Mansfield – Mansfield, Texas 2007 8.6 acres; 211 units; Density = 24.5 units/acre

Required Parking: 207 spaces (0.98 spaces/unit)

Provided Parking: 207 spaces (0.98 spaces/unit)

3. Hometowne on Wayside – Houston, Texas 2009

4.48 aces; 128 units; Density = 28.5 units/acre

Required Parking: 101 spaces (0.79 spaces/unit)

Provided Parking: 127 spaces (0.99 spaces/unit)

4. Hometowne at Garland – Garland, Texas 2011

12.86 acres; 146 units; Density = 11.4 units/acre

Required Parking: 159 spaces (1.09 spaces/unit)

Provided Parking: 178 spaces (1.22 spaces/unit)

5. Watercrest at Sugarland – Sugar Land, Texas 2013

8.68 acres; 192 units; Density = 22.1 units/acre

Required Parking: 154 spaces (0.80 spaces/unit)

Parking Provided: 235 spaces (1.22 spaces/unit)

6. Kingwood Senior Living – Houston, Texas 2013

6.53 acres; 150 units; Density = 23.0 units/acre

Required Parking: 119 spaces (0.79 spaces/unit)

Provided Parking: 157 spaces (1.05 spaces/unit)

7. Watercrest at Pearland – Pearland, Texas 2015

7.66 acres; 221 units; Density = 28.8 units/acre

Required Parking: 204 spaces (0.92 spaces/unit)

Provided Parking: 237 spaces (1.07 spaces/unit)

8. Watercrest at Alliance Town Center – Fort Worth, Texas 2015

8.04 acres; 207 units; Density = 25.7 units/acre

Required Parking: 269 spaces (1.29 spaces/unit)

Provided Parking: 270 spaces (1.30 spaces/unit)

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10701 Corporate Drive, Suite 118 | Stafford, TX 77477 | 281.980.7705

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9. Alders at Magnolia – Magnolia, Texas 2019

8.03 acres; 184 units; Density = 22.91 units/acre

Required Parking: 184 spaces (1.00 spaces/unit)

Provided Parking: 202 spaces (1.09 spaces/unit)

10. Alders at Twin Creeks – Allen, Texas 2017

8.14 acres; 243 units; Density = 29.85 units/acre

Required Parking (Per PD): 354 spaces (1.46 spaces/unit)

Provided Parking: 354 spaces (1.46 spaces/unit)

Comparison Summary (Based on information of Existing SIL projects identified above)

Ave. Acreage of other SIL Projects = 8.04 acres

Acreage of Alders at Cross Creek = 8.06 acres

Ave. Number of Units on other SIL Projects = 178 units

Number of Units for Alders at Cross Creek = 172 units

Ave. Density on other SIL Projects = 23.30 units/acre

Density of Alders at Cross Creek = 23.05 units/acre

Ave. Required Parking on other SIL Projects = 0.99 spaces/unit

Ave. Provided Parking on other SIL Projects = 1.14 spaces/unit

Provided Parking on Alders at Cross Creek = 1.15 spaces/unit

Conclusion: Alders at Cross Creek parking ratio of 1.15 spaces/unit is slightly above the average

parking ratio of 0.99/1.14 spaces/unit on other SIL projects that we have been involved in

throughout Texas.

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BGE, Inc.10777 Westheimer, Suite 400, Houston, TX 77042Tel: 281-558-8700 ● www.bgeinc.comTBPLS Licensed Surveying Firm No. 10106500

Copyright 2018

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CROSS CREEK BEND LANE
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100' R.O.W. PLAT NO. 20070235 F.B.C.P.R.
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REMAINDER OF A CALLED 42.53 ACRES TRACT 4 CCR TEXAS HOLDINGS LP F.B.C.C.F. NO. 2012038960
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CALLED 9.047 ACRES TRACT 1 CCR LOAN SUBSIDIARY 1, L.P. F.B.C.C.F. NO. 2013019469
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10' ESMT. FOR CERTAIN UTILITIES TO CNP ELECTRIC, CNP GAS, S.W.B.T. & COMCAST F.B.C.C.F. NO. 2007123571
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CITY OF FULSHEAR
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FORT BEND COUNTY, TEXAS
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ALAN C. BENTLEY RPLS NO. 2055 BGE, INC. 10777 WESTHEIMER, SUITE 400 HOUSTON, TEXAS 77042 TELEPHONE: (281) 558-8700
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I, Alan C. Bentley, a Registered Professional Land Surveyor of the State of Texas, do hereby certify to CCR Texas Holdings LP, a Delaware limited partnership; Alder Development Group, LLC; and Stewart Title Guaranty Company, that this survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 1A, Condition II Survey. Dated this the 26th day of September, 2018.
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NOTES: 1. BEARING ORIENTATION IS BASED ON THE TEXAS COORDINATE SYSTEM OF 1983 BEARING ORIENTATION IS BASED ON THE TEXAS COORDINATE SYSTEM OF 1983 (NAD83), SOUTH CENTRAL ZONE 4204. 2. THE PROPERTY LIES IN UNSHADED ZONE "X" (AREAS DETERMINED TO BE THE PROPERTY LIES IN UNSHADED ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), SHADED ZONEAS DELINEATED ON THE FLOOD INSURANCE RATE MAP FOR FORT BEND COUNTY, TEXAS AND INCORPORATED AREAS, MAP NUMBER 48157C0105L, REVISED APRIL 2, 2014. 3. THE SQUARE FOOTAGE VALUE SHOWN HEREON IS A MATHEMATICAL VALUE THE SQUARE FOOTAGE VALUE SHOWN HEREON IS A MATHEMATICAL VALUE CALCULATED FROM THE BOUNDARY DATA SHOWN HEREON. THIS VALUE IN NO WAY REPRESENTS THE PRECISION OF CLOSURE OF THIS SURVEY OR THE ACCURACY OF CORNER MONUMENTS FOUND OR PLACED. 4. THIS SURVEY WAS MADE IN RELIANCE UPON THAT CERTAIN COMMITMENT FOR THIS SURVEY WAS MADE IN RELIANCE UPON THAT CERTAIN COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY AND COUNTERSIGNED BY STEWART TITLE COMPANY UNDER FILE NUMBER 280331, DATED EFFECTIVE SEPTEMBER 21, 2018 AND ISSUED ON OCTOBER 1, 2018. 5. PROPERTY IS SUBJECT TO RESTRICTIVE COVENANTS AS SET FORTH UNDER PROPERTY IS SUBJECT TO RESTRICTIVE COVENANTS AS SET FORTH UNDER CLERK'S FILE NO. 2005003096 OF THE COUNTY CLERK OFFICIAL RECORDS OF FORT BEND COUNTY, TEXAS; AND THOSE RECORDED UNDER CLERK'S FILE NOS. 2008039552, 2008054441, 2008054612, 2010127400, 2011070465, 2011090436 AND 2012016789, 2012082910, 2013012580, AND THOSE RECORDED IN/UNDER CLERK'S FILE NO. 2013123613, 2013145102, 2013150766 OF THE OFFICIAL RECORDS OF FORT BEND COUNTY, TEXAS. 6. PROPERTY IS SUBJECT TO A ONE-FOOT RESERVE DEDICATED TO THE PUBLIC IN PROPERTY IS SUBJECT TO A ONE-FOOT RESERVE DEDICATED TO THE PUBLIC IN FEE AS A BUFFER SEPARATION BETWEEN THE SIDE OR END OF STREETS WHERE SUCH STREETS ABUT ADJACENT ACREAGE TRACTS, THE CONDITION OF SUCH DEDICATION BEING THAT WHEN THE ADJACENT PROPERTY IS SUBDIVIDED IN A RECORDED PLAT, THE ONE-FOOT RESERVE SHALL THEREUPON BECOME VESTED IN THE PUBLIC FOR STREET RIGHT-OF-WAY PURPOSES (AND THE FEE TITLE THERETO SHALL REVERT TO AND REVEST IN THE DEDICATOR, HIS HEIRS, ASSIGNS OR SUCCESSORS). 7. AS TO ITEM 10(B) OF SCHEDULE "B" FROM TITLE COMMITMENT LISTED IN NOTE AS TO ITEM 10(B) OF SCHEDULE "B" FROM TITLE COMMITMENT LISTED IN NOTE 4, REFERRING TO A PERMANENT EASEMENT AGREEMENT AND DATED DECEMBER 19, 2014 BETWEEN CCR TEXAS HOLDINGS LP, A DELAWARE LIMITED PARTNERSHIP AND ENTERPRISE CRUDE PIPELINE LLC, A TEXAS LIMITED LIABILITY COMPANY, AS SET FORTH AND DESCRIBED IN INSTRUMENT RECORDED UNDER CLERK'S FILE NO. 2015004161 OF THE OFFICIAL RECORDS OF FORT BEND COUNTY, TEXAS, SOME EASEMENTS ARE SHOWN BUT ARE NOT ON THE SURVEYED PROPERTY. 8. AS TO ITEM 10(Z) OF SCHEDULE "B" FROM TITLE COMMITMENT LISTED IN NOTE AS TO ITEM 10(Z) OF SCHEDULE "B" FROM TITLE COMMITMENT LISTED IN NOTE 4, REFERRING TO THE TERMS, CONDITIONS AND STIPULATIONS AS SET FORTH AND REFLECTED IN ASSIGNMENT OF UTILITY RIGHTS DATED SEPTEMBER 20, 2005, RECORDED UNDER CLERK'S FILE NO. 2005115747 OF THE COUNTY CLERK OFFICIAL RECORDS OF FORT BEND COUNTY, TEXAS, IS NOT ON THE SURVEYED PROPERTY. 9. AS TO ITEM 10(AA) OF SCHEDULE "B" FROM TITLE COMMITMENT LISTED IN NOTE AS TO ITEM 10(AA) OF SCHEDULE "B" FROM TITLE COMMITMENT LISTED IN NOTE 4, REFERRING TO THE TERMS, CONDITIONS AND STIPULATIONS AS SET FORTH AND REFLECTED IN ASSIGNMENT OF UTILITY RIGHTS DATED FEBRUARY 15, 2006, RECORDED UNDER CLERK'S FILE NO. 2006020018 OF THE COUNTY CLERK OFFICIAL RECORDS OF FORT BEND COUNTY, TEXAS, IS NOT ON THE SURVEYED PROPERTY. 10. THE METES AND BOUNDS DESCRIPTION SHOWN HEREON IS BEING ISSUED UNDER THE METES AND BOUNDS DESCRIPTION SHOWN HEREON IS BEING ISSUED UNDER SEPARATE COVER OF EVEN DATE.
AutoCAD SHX Text
LEGEND LEGEND A.E. AERIAL EASEMENT AERIAL EASEMENT B.L. BUILDING LINE BUILDING LINE C.L.F. CHAIN LINK FENCE CHAIN LINK FENCE C.R.S. CATHODIC READING STATION CATHODIC READING STATION E.C.R. ELECTRIC CONDUIT RISER ELECTRIC CONDUIT RISER E.M.P. ELECTRIC METER POLE ELECTRIC METER POLE ELEC. ELECTRIC ELECTRIC ESMT. EASEMENT EASEMENT F.B.C.C.F. FORT BEND COUNTY CLERK'S FILE FORT BEND COUNTY CLERK'S FILE F.B.C.P.R. FORT BEND COUNTY PLAT RECORDS FORT BEND COUNTY PLAT RECORDS F.L. FLOOD LAMP FLOOD LAMP FND. FOUND FOUND I. IRON IRON M.H. MANHOLE MANHOLE NO. NUMBER NUMBER PED. PEDESTAL PEDESTAL P.O.B. POINT OF BEGINNING POINT OF BEGINNING P.P. POWER POLE POWER POLE P.W.S. PET WASTE STATION PET WASTE STATION R.O.W. RIGHT-OF-WAY RIGHT-OF-WAY SAN. SANITARY SANITARY S.E. SEWER EASEMENT SEWER EASEMENT S.S. STOP SIGN STOP SIGN STM. STORM STORM S.V. SPRINKLER VALVE SPRINKLER VALVE S.W.B.T. SOUTHWESTERN BELL TELEPHONE SOUTHWESTERN BELL TELEPHONE TEL. TELEPHONE TELEPHONE TRANS. TRANSFORMER TRANSFORMER T.V. TELEVISION TELEVISION U.E.B. UNDERGROUND ELECTRIC BOX UNDERGROUND ELECTRIC BOX U.T.B. UNDERGROUND TELEPHONE BOX UNDERGROUND TELEPHONE BOX W.M. WATER METER WATER METER
AutoCAD SHX Text
DESCRIPTION OF A 8.064 ACRE TRACT OF LAND SITUATED IN THE ENOCH LATHAM JR. SURVEY, ABSTRACT NO. 50 AND IN THE MORRIS AND CUMMINGS SURVEY, ABSTRACT NO. 294 CITY OF FULSHEAR FORT BEND COUNTY, TEXAS BEING a 8.064 acre (351,273 square foot) tract of land situated in the Enoch Latham Jr. Survey, Abstract No. 50 and in the Morris and Cummings Survey, Abstract No. 294, City of Fulshear of Fort Bend County, Texas, being a portion of the remainder of a called 42.53 acre tract of land described as Tract 4 in an instrument to CCR Texas Holdings LP recorded under Fort Bend County Clerk's File Number (F.B.C.C.F. No.) 2012038960, said 8.064 acre tract of land described by metes and bounds as follows: BEGINNING at a 5/8-inch iron rod with cap stamped “Brown & Gay” found on the south right-of-way line of Brown & Gay” found on the south right-of-way line of found on the south right-of-way line of Cross Creek Bend Lane (100 foot width) recorded under Plat Number 20070235 of the Fort Bend County Plat Records (F.B.C.P.R.), being the northeast corner of Restricted Reserve “C” of CROSS CREEK RANCH STREET DEDICATION a C” of CROSS CREEK RANCH STREET DEDICATION a of CROSS CREEK RANCH STREET DEDICATION a subdivision per plat recorded under Plat Number 20070235 F.B.C.P.R., same being the northwest corner of said 42.53 acre tract and the herein described tract and being the beginning of a non-tangent curve to the left from which its center bears N 06°35'36" W, 1,350.00 feet; THENCE, In an Easterly direction, along the south right-of-way line of said Cross Creek Bend Lane and along said curve to the left, a distance of 593.18 feet, having a radius of 1,350.00 feet, a central angle of 25°10'31" and a chord which bears N 70°49'08" E, 588.42 feet to a 1/2-inch iron pipe with cap stamped “BGE INC” set for the northeast corner of the herein BGE INC” set for the northeast corner of the herein set for the northeast corner of the herein described tract; THENCE, over and across said 42.53 acre tract, the following courses and distances: S 22°47'08" E, a distance of 297.20 feet to a 1/2-inch iron pipe with cap stamped “BGE INC” set for an interior corner of BGE INC” set for an interior corner of set for an interior corner of the herein described tract; S 62°29'45" E, a distance of 49.66 feet to a 1/2-inch iron pipe with cap stamped “BGE INC” set for the most easterly BGE INC” set for the most easterly set for the most easterly corner of the herein described tract and being the beginning of a non-tangent curve to the left, from which its center bears S 62°36'29" E, 330.00 feet; In a Southerly direction, along said curve to the left, a distance of 160.77 feet, having a radius of 330.00 feet, a central angle of 27°54'49" and a chord which bears S 13°26'07" W, 159.19 feet to a 1/2-inch iron pipe with cap stamped “BGE INC” set for the point of tangency; BGE INC” set for the point of tangency; set for the point of tangency; S 00°31'18" E, a distance of 176.44 feet to a 1/2-inch iron pipe with cap stamped “BGE INC” set for the southeast BGE INC” set for the southeast set for the southeast corner of the herein described tract; S 83°00'02" W, a distance of 529.59 feet to a 1/2-inch iron pipe with cap stamped “BGE INC” set on an easterly line of BGE INC” set on an easterly line of set on an easterly line of said Restricted Reserve “C” and being the most southerly C” and being the most southerly and being the most southerly southwest corner of the herein described tract; THENCE, along the easterly lines or Unrestricted Reserve “C”, the C”, the , the following courses and distances: N 02°19'27" W, a distance of 6.00 feet to a 5/8-inch iron rod with cap stamped “Brown & Gay” found for the beginning Brown & Gay” found for the beginning found for the beginning of a tangent curve to the left; In a Northwesterly direction, along said curve to the left, a distance of 210.56 feet, having a radius of 135.00 feet, a central angle of 89°21'48" and a chord which bears N 47°00'21" W, 189.86 feet to a 5/8-inch iron rod with cap stamped “Brown & Gay” found for an interior corner of said Brown & Gay” found for an interior corner of said found for an interior corner of said Restricted Reserve “C” and being the most westerly southwest C” and being the most westerly southwest and being the most westerly southwest corner of the herein described tract; N 02°19'27" W, a distance of 364.24 feet to the POINT OF BEGINNING and containing 8.064 acres (351,273 square feet) of land.
Page 12: ITY OF ULSHEAR Secretary/Boards and...Alders at Cross Creek Ranch (Senior Independent Living) Parking Comparison (BN was Civil Engineer on SIL Projects Listed Below) Proposed Alders

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1

'

N1

6° 5

1' 5

3.7

1"W

10

6.5

5'

S73° 07' 57.50"W

186.22'

N1

6° 5

8' 3

3.8

0"W

74

.2

4'

N00° 59' 33.31"E

1.38'

N1

6° 5

8' 3

3.8

0"W

15

2.9

5'

N73° 08' 06.29"E

80.92' C1

C2

C3

C4

C

5

C

6

C7

C

8

C

9

C

10

C

1

1

C

1

2

CENTERLINE CURVE TABLE

#

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

RADIUS

42.00'

38.00'

38.00'

42.00'

38.00'

38.00'

38.00'

38.00'

38.00'

38.01'

38.00'

38.00'

38.00'

LENGTH

5.98'

5.17'

5.14'

5.76'

59.69'

59.69'

6.54'

53.15'

59.62'

11.78'

11.92'

59.76'

6.55'

CHORD DIRECTION

N76° 50' 58.27"E

N77° 01' 56.83"E

N69° 15' 22.96"E

N69° 18' 31.60"E

S61° 51' 51.66"E

S28° 08' 08.34"W

S78° 04' 04.15"W

N56° 55' 55.86"W

N61° 55' 13.75"W

N08° 05' 57.61"W

N07° 59' 30.24"W

N28° 04' 46.25"E

S21° 48' 23.49"E

BUILDING CORNERS

#

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

NORTHING

13814798.99'

13815055.26'

13815184.46'

13814778.15'

13814721.88'

13814794.53'

13814827.88'

13815052.34'

13814968.90'

13814894.55'

13814927.93'

13814855.41'

13814797.26'

13814803.42'

13814896.29'

13814890.13'

13814735.76'

13814755.86'

13814782.05'

13814761.96'

EASTING

2962435.04'

2962357.35'

2962783.52'

2962906.70'

2962721.06'

2962699.04'

2962809.02'

2962741.24'

2962465.99'

2962488.53'

2962598.64'

2962620.63'

2962364.51'

2962384.85'

2962356.71'

2962336.38'

2962461.23'

2962455.14'

2962541.55'

2962547.64'

BUILDING CORNERS

#

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

NORTHING

13814802.21'

13814822.30'

13814848.50'

13814828.40'

13814928.02'

13815014.43'

13815020.53'

13814934.11'

13815028.95'

13815035.04'

13815121.58'

13815127.67'

13814729.29'

13814777.86'

13814784.22'

13814735.65'

EASTING

2962680.42'

2962674.32'

2962760.73'

2962766.82'

2962909.44'

2962883.25'

2962903.35'

2962929.54'

2962878.72'

2962898.82'

2962850.64'

2962870.73'

2962620.43'

2962605.70'

2962626.68'

2962641.40'

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AutoCAD SHX Text
CROSS CREEK BEND LANE
AutoCAD SHX Text
CROSS CREEK RANCH BLVD.
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CALLED 42.53 ACRES CCR TEXAS HOLDINGS, LP. (F.B.C.C.F. NO. 2012038960)
AutoCAD SHX Text
8.064 ACRES 351,270 SQ. FT.
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RESERVE "C" CROSS CREEK RANCH BLVD.& CROSS CREEK LANE STREET DEDICATION (PLAT NO. 20070235, F.B.C.P.R.)
AutoCAD SHX Text
PROP. 8" WL (BY OTHERS)
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PROP. 8" WL
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PROP. 8" WL (BY OTHERS)
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PROP.
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PROP. 60" STM (BY OTHERS)
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PROP.60" STM (BY OTHERS)
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PROP. 48" STM (BY OTHERS)
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PROP. 30" STM
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PROP.
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PROP. 42" STM (BY OTHERS)
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PROP. 42" STM (BY OTHERS)
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PROP. 42" STM (BY OTHERS)
AutoCAD SHX Text
PROP. 24" STM
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EX 11'X4' STM
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EX 24" STM
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EX 24" STM
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PROP. 15' STM.S.E.
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PROP. 20' STM.S.E.
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PROP. 15' STM.S.E.
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PROP. 20' STM.S.E.
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PROP. 30'X10' SAN.S.E.
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PROP. 30'X10' SAN.S.E.
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PROP. 30'X10' SAN.S.E.
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PROP. 20' STM.S.E.
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PROP. 25'X35' STM.S.E.
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PROP. 30'X10' W.L.E.
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PROP. 20' STM.S.E.
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48" STM
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48" STM
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PROPOSED SKYLINE DRIVE
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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PROP. 8"SS
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(BY OTHERS)
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PROP. 8"SS (BY OTHERS)
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PROP. 8"SS (BY OTHERS)
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10
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9
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6
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5
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2C
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6
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7C
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4
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9
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6
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10
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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10C
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6C
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5C
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26' FIRELANE
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W.M.
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LEASE
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TYPE I 3-STORY
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TYPE II 3-STORY
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TWO HOUR BUILDNG SEPARATION
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TYPE V 3-STORY
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TYPE II 3-STORY
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TYPE V 3-STORY
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TYPE III 3-STORY
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TYPE IV 3-STORY
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3C
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8 GARAGE
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8 GARAGE
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8 GARAGE
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8 GARAGE
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MAINTENANCE/ BOILER ROOM
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TYPE I 3-STORY
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PRELIMINARY MONUMENT SIGN (SEE NOTE 11)
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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PIPING CONTROL
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HW TANK
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WATER SOFTENER
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RESIN
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TANK
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36"
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48"
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42"
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BOILER
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BOILER
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TANK
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50" BRINE
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6C
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8 GARAGE
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HW TANK
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PIPING CONTROL
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TANK
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BOILER
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50" BRINE
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WATER SOFTENER
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RESIN
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36"
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42"
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48"
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BOILER
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TANK
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11 GARAGE
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3 GARAGE
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6
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5
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3
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5
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3
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3 GARAGE
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5
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11T
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3T
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This document is released for the purpose of preliminary review under the authority of THOMAS A. LUNZMAN, P.E. 122259 October 7, 2019 It is not to be used for construction/bidding purposes
AutoCAD SHX Text
SITE DATA TOTAL SITE AREA: ± 8.064 AC. ± 8.064 AC. DENSITY: 172 UNITS/8.064 AC. = 21.33 UNITS/AC. TOTAL PARKING PROVIDED: 126 - SURFACE SPACES (INCLUDES 39 COVERED SPACES) (OF WHICH 10 SPACES ARE HC ACCESSIBLE - 2 COVERED) 17 - ATTACHED GARAGES (OF WHICH 2 SPACES ARE HC ACCESSIBLE) 40 - DETACHED GARAGES (OF WHICH 2 SPACES ARE HC ACCESSIBLE) 14 - TANDEM SPACES 197 - TOTAL SPACES 1.15 SPACE/UNIT (197 SPACES / 172 UNITS) UNIT MIX: BUILDING TYPES: BUILDING TYPES: A2 = 54 UNITS TYPE I = 1 (26 UNITS) = 54 UNITS TYPE I = 1 (26 UNITS) TYPE I = 1 (26 UNITS) = 1 (26 UNITS) A3 = 24 UNITS TYPE II = 2 (33 UNITS) = 24 UNITS TYPE II = 2 (33 UNITS) TYPE II = 2 (33 UNITS) = 2 (33 UNITS) A5 = 2 UNITS TYPE III = 1 (18 UNITS) = 2 UNITS TYPE III = 1 (18 UNITS) TYPE III = 1 (18 UNITS) = 1 (18 UNITS) B1 = 24 UNITS TYPE IV = 1 (12 UNITS) = 24 UNITS TYPE IV = 1 (12 UNITS) TYPE IV = 1 (12 UNITS) = 1 (12 UNITS) B3 = 42 UNITS TYPE V = 2 (12 UNITS) = 42 UNITS TYPE V = 2 (12 UNITS) UNITS TYPE V = 2 (12 UNITS) TYPE V = 2 (12 UNITS) = 2 (12 UNITS) B5 = 24 UNITS TYPE VI = 1 (26 UNITS) = 24 UNITS TYPE VI = 1 (26 UNITS) TYPE VI = 1 (26 UNITS) = 1 (26 UNITS) B7 = 2 UNITS CLUBHOUSE = 1 = 2 UNITS CLUBHOUSE = 1 CLUBHOUSE = 1 TOTAL UNITS = 172 UNITS = 172 UNITS *BASED ON UNIT MIX RECEIVED 10/03/19
AutoCAD SHX Text
R2.00' TYP.
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%%uTYPICAL SURFACE PARKING SPACE LAYOUT
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0.5'
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18'
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EDGE OF FIRELANE
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FACE OF CURB
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%%UTYPICAL HANDICAP SPACE LAYOUT
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4
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CURB STOPS AS SHOWN
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2.0'
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NUMBER OF PARKING SPACES
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9'
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GENERAL NOTES 1. DO NOT SCALE ANY DIMENSIONS. DO NOT SCALE ANY DIMENSIONS. 2. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 3. ALL SITE SIGNAGE, TRANSFORMERS, AC CONDENSER AND SITE LIGHTING (E.G. LAMP MODEL, LOCATION, SIZE, ALL SITE SIGNAGE, TRANSFORMERS, AC CONDENSER AND SITE LIGHTING (E.G. LAMP MODEL, LOCATION, SIZE, HEIGHT, FOOT CANDLE LEVEL, & ORIENTATION) SHALL CONFORM TO THE CROSS CREEK RANCH AND CITY OF FULSHEAR DESIGN CRITERIA. 4. ALL LANDSCAPING SHALL CONFORM TO THE CROSS CREEK RANCH AND CITY OF FULSHEAR DESIGN CRITERIA. ALL LANDSCAPING SHALL CONFORM TO THE CROSS CREEK RANCH AND CITY OF FULSHEAR DESIGN CRITERIA. REFER TO THE LANDSCAPE PLAN BY DENKENDORER ASSOCIATES FOR DETAILS OF PROPOSED LANDSCAPING, SIGNAGE, AND AMENITIES FOR THIS PROJECT. 5. THE BUILDING FOOTPRINTS SHOWN HEREON ARE THE EXTENTS OF THE FOUNDATIONS' CONCRETE SLABS. SEE THE BUILDING FOOTPRINTS SHOWN HEREON ARE THE EXTENTS OF THE FOUNDATIONS' CONCRETE SLABS. SEE ARCHITECTURAL PLANS PREPARED BY ARCHITETTURA INC. FOR ACTUAL BUILDING SIZES. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER AND PROJECT ARCHITECT IF THERE ARE ANY DISCREPANCIES WITH BUILDINGS. 6. ALL BUILDING CORNERS ARE TO THE OUTSIDE BRICK LEDGE. ALL BUILDING CORNERS ARE TO THE OUTSIDE BRICK LEDGE. 7. APARTMENT BUILDING IDENTIFICATION SIGNS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENTLY APPROVED APARTMENT BUILDING IDENTIFICATION SIGNS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENTLY APPROVED VERSION OF THE INTERNATIONAL FIRE CODE. 8. ALL FIRE LANE RADII AT INTERSECTIONS ARE 25' UNLESS OTHERWISE SPECIFIED. ALL FIRE LANE RADII AT INTERSECTIONS ARE 25' UNLESS OTHERWISE SPECIFIED. 9. ANY OFFSITE GRADING REQUIRED SHALL BE COORDINATED WITH ADJACENT PROPERTY OWNERS PRIOR TO START ANY OFFSITE GRADING REQUIRED SHALL BE COORDINATED WITH ADJACENT PROPERTY OWNERS PRIOR TO START OF OFFSITE WORK. 10. TRASH ENCLOSURE AND OTHER SCREENING WALLS SHALL BE CONSTRUCTED OF MATERIALS MATCHING THE LOOK TRASH ENCLOSURE AND OTHER SCREENING WALLS SHALL BE CONSTRUCTED OF MATERIALS MATCHING THE LOOK OF THE BUILDING PER CROSS CREEK RANCH COMMERCIAL DESIGN CRITERIA AND GUIDELINES. 11. PROPOSED EASEMENTS WERE PROVIDED BY BGE, INC. (SEE SKYLINE DRIVE STREET DEDICATION PLANS). PROPOSED EASEMENTS WERE PROVIDED BY BGE, INC. (SEE SKYLINE DRIVE STREET DEDICATION PLANS). ADDITIONAL COORDINATION ON EXACT LOCATIONS OF PROPOSED UTILITY EASEMENTS (SPECIFICALLY STORM EASEMENT NEAR PORTE COCHERE). 12. EXISTING PARKING LOT OFF OF CROSS CREEK BEND LANE WAS NOT SHOWN FOR CLARITY. EXISTING PARKING LOT OFF OF CROSS CREEK BEND LANE WAS NOT SHOWN FOR CLARITY. 13. ALL SIGNAGE FOR THE PROJECT WILL BE REVIEWED AND APPROVED SEPARATELY. THIS INCLUDES ANY BUILDING ALL SIGNAGE FOR THE PROJECT WILL BE REVIEWED AND APPROVED SEPARATELY. THIS INCLUDES ANY BUILDING MOUNTED SIGNAGE, MONUMENT SIGNAGE, WINDOW SIGNAGE OR TEMPORARY SIGNAGE.
Page 13: ITY OF ULSHEAR Secretary/Boards and...Alders at Cross Creek Ranch (Senior Independent Living) Parking Comparison (BN was Civil Engineer on SIL Projects Listed Below) Proposed Alders

Mailouts notifying neighbors within 200’ of the variance request were sent to the following addresses:

Fort Bend County MUD #169 c/o Allen Boone Humphries 3200 Southwest FWY Suite #2600 Houston, Texas 77027 CCR Texas Holdings LP c/o The Johnson Development Corp. 50058 Riverway Dr. Suite #500 Houston, Texas 77056 Marcel Town Center Cross Creek LLC PO Box 9556 The Woodlands, Texas 77387 Cesu Investment LLC 4210 Pensacola Oaks Ln. Sugar Land, Texas 77479 Cross Creek Ranch Community Association c/o CIA Services PO Box 63178 Pipe Creek, Texas 78063

Page 14: ITY OF ULSHEAR Secretary/Boards and...Alders at Cross Creek Ranch (Senior Independent Living) Parking Comparison (BN was Civil Engineer on SIL Projects Listed Below) Proposed Alders
Page 15: ITY OF ULSHEAR Secretary/Boards and...Alders at Cross Creek Ranch (Senior Independent Living) Parking Comparison (BN was Civil Engineer on SIL Projects Listed Below) Proposed Alders

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S13° 03' 29.51"E

66.78'

N73° 08' 14.39"E

77.01'

N

80° 55' 47.37"E

26.17'

N73° 08' 06.29"E

27.89'

N

65° 22' 39.62"E

26.35'

N73° 08' 07.22"E

161.74'

S16° 51' 49.62"E

408.11'

S73° 08' 11.12"W

133.36'

S

8

3

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0

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2

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0

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6

8

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1

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N16° 51' 53.71"W

106.55'

S73° 07' 57.50"W

186.22'

N16° 58' 33.80"W

74.24'

N00° 59' 33.31"E

1.38'

N16

° 58

' 33.80"W

152.95'

N73° 08' 06.29"E

80.92' C1

C2 C

3

C4

C

5

C

6

C7

C

8

C

9

C

10

C

1

1

C

1

2

CENTERLINE CURVE TABLE

#

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

RADIUS

42.00'

38.00'

38.00'

42.00'

38.00'

38.00'

38.00'

38.00'

38.00'

38.01'

38.00'

38.00'

38.00'

LENGTH

5.98'

5.17'

5.14'

5.76'

59.69'

59.69'

6.54'

53.15'

59.62'

11.78'

11.92'

59.76'

6.55'

CHORD DIRECTION

N76° 50' 58.27"E

N77° 01' 56.83"E

N69° 15' 22.96"E

N69° 18' 31.60"E

S61° 51' 51.66"E

S28° 08' 08.34"W

S78° 04' 04.15"W

N56° 55' 55.86"W

N61° 55' 13.75"W

N08° 05' 57.61"W

N07° 59' 30.24"W

N28° 04' 46.25"E

S21° 48' 23.49"E

BUILDING CORNERS

#

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

NORTHING

13814798.99'

13815055.26'

13815184.46'

13814778.15'

13814721.88'

13814794.53'

13814827.88'

13815052.34'

13814968.90'

13814894.55'

13814927.93'

13814855.41'

13814797.26'

13814803.42'

13814896.29'

13814890.13'

13814735.76'

13814755.86'

13814782.05'

13814761.96'

EASTING

2962435.04'

2962357.35'

2962783.52'

2962906.70'

2962721.06'

2962699.04'

2962809.02'

2962741.24'

2962465.99'

2962488.53'

2962598.64'

2962620.63'

2962364.51'

2962384.85'

2962356.71'

2962336.38'

2962461.23'

2962455.14'

2962541.55'

2962547.64'

BUILDING CORNERS

#

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

NORTHING

13814802.21'

13814822.30'

13814848.50'

13814828.40'

13814928.02'

13815014.43'

13815020.53'

13814934.11'

13815028.95'

13815035.04'

13815121.58'

13815127.67'

13814729.29'

13814777.86'

13814784.22'

13814735.65'

EASTING

2962680.42'

2962674.32'

2962760.73'

2962766.82'

2962909.44'

2962883.25'

2962903.35'

2962929.54'

2962878.72'

2962898.82'

2962850.64'

2962870.73'

2962620.43'

2962605.70'

2962626.68'

2962641.40'

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AutoCAD SHX Text
CROSS CREEK BEND LANE
AutoCAD SHX Text
CROSS CREEK RANCH BLVD.
AutoCAD SHX Text
CALLED 42.53 ACRES CCR TEXAS HOLDINGS, LP. (F.B.C.C.F. NO. 2012038960)
AutoCAD SHX Text
8.064 ACRES 351,270 SQ. FT.
AutoCAD SHX Text
RESERVE "C" CROSS CREEK RANCH BLVD.& CROSS CREEK LANE STREET DEDICATION (PLAT NO. 20070235, F.B.C.P.R.)
AutoCAD SHX Text
RESERVE "B" CROSS CREEK RANCH BLVD.& CROSS CREEK LANE STREET DEDICATION (PLAT NO. 20070235, F.B.C.P.R.)
AutoCAD SHX Text
8" WL
AutoCAD SHX Text
PROP. 8" WL (BY OTHERS)
AutoCAD SHX Text
8" WL
AutoCAD SHX Text
PROP. 8" WL (BY OTHERS)
AutoCAD SHX Text
8" WL
AutoCAD SHX Text
8" WL
AutoCAD SHX Text
PROP. 8" WL
AutoCAD SHX Text
PROP. 8" WL (BY OTHERS)
AutoCAD SHX Text
PROP. 8" WL
AutoCAD SHX Text
PROP. 8" WL
AutoCAD SHX Text
PROP.
AutoCAD SHX Text
PROP. 60" STM (BY OTHERS)
AutoCAD SHX Text
PROP.60" STM (BY OTHERS)
AutoCAD SHX Text
PROP. 48" STM (BY OTHERS)
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PROP. 30" STM
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PROP.
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PROP. 42" STM (BY OTHERS)
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PROP. 42" STM (BY OTHERS)
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PROP. 42" STM (BY OTHERS)
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PROP. 42" STM (BY OTHERS)
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PROP. 36" STM
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36" STM
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24" STM
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PROP. 24" STM
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EX 6'X4' STM
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EX 11'X4' STM
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EX 11'X4' STM
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EX 24" STM
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EX 24" STM
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20' SAN. S.E.
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PROP. 5' SAN. S.E.
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5' W.L.E.
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20' PIPELINE ESMT. ENTERPRISE CRUDE PIPELINE LLC
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PROP. 15' STM.S.E.
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PROP. 20' STM.S.E.
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PROP. 15' STM.S.E.
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PROP. 30'X10' STM.S.E.
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PROP. 15' STM.S.E.
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PROP. 20' STM.S.E.
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PROP. 30' W.L.E.
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PROP. 35'X10' W.L.E.
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PROP. 30'X10' SAN.S.E.
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PROP. 5' SAN.S.E.
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PROP. 30'X10' SAN.S.E.
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PROP. 30'X10' SAN.S.E.
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PROP. 5' SAN.S.E.
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PROP. 20' STM.S.E.
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PROP. 30' STM.S.E.
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PROP. 30' STM.S.E.
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PROP. 30' W.L.E.
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PROP. 30' W.L.E.
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PROP. 25'X35' STM.S.E.
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PROP. 30'X10' W.L.E.
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PROP. 20' STM.S.E.
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PROP.
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48" STM
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48" STM
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PROPOSED SKYLINE DRIVE
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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(BY OTHERS)
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PROP. 8"SS
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(BY OTHERS)
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PROP. 8"SS (BY OTHERS)
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PROP. 8"SS (BY OTHERS)
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PROP. 8"SS (BY OTHERS)
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10
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9
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6
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5
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2C
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6
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7C
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4
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9
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6
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10
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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26' FIRELANE
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10C
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6C
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5C
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26' FIRELANE
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W.M.
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LEASE
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TYPE I 3-STORY
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TYPE II 3-STORY
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TWO HOUR BUILDNG SEPARATION
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TYPE V 3-STORY
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TYPE II 3-STORY
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TYPE V 3-STORY
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TYPE III 3-STORY
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TYPE IV 3-STORY
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3C
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8 GARAGE
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8 GARAGE
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8 GARAGE
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8 GARAGE
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MAINTENANCE/ BOILER ROOM
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TYPE I 3-STORY
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PRELIMINARY MONUMENT SIGN (SEE NOTE 11)
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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TWO HOUR BUILIDNG SEPARATION
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PIPING CONTROL
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HW TANK
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WATER SOFTENER
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RESIN
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TANK
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36"
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48"
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42"
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BOILER
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BOILER
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TANK
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50" BRINE
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6C
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8 GARAGE
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HW TANK
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PIPING CONTROL
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TANK
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BOILER
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50" BRINE
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WATER SOFTENER
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RESIN
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36"
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42"
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48"
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BOILER
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TANK
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11 GARAGE
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3 GARAGE
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6
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5
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3
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5
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3
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3 GARAGE
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5
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11T
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3T
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This document is released for the purpose of preliminary review under the authority of THOMAS A. LUNZMAN, P.E. 122259 March 10, 2020 It is not to be used for construction/bidding purposes
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SITE DATA TOTAL SITE AREA: ± 8.064 AC. ± 8.064 AC. DENSITY: 172 UNITS/8.064 AC. = 21.33 UNITS/AC. TOTAL PARKING PROVIDED: 126 - SURFACE SPACES (INCLUDES 39 COVERED SPACES) (OF WHICH 10 SPACES ARE HC ACCESSIBLE - 2 COVERED) 17 - ATTACHED GARAGES (OF WHICH 2 SPACES ARE HC ACCESSIBLE) 40 - DETACHED GARAGES (OF WHICH 2 SPACES ARE HC ACCESSIBLE) 14 - TANDEM SPACES 197 - TOTAL SPACES 1.15 SPACE/UNIT (197 SPACES / 172 UNITS) UNIT MIX: BUILDING TYPES: BUILDING TYPES: A2 = 54 UNITS TYPE I = 1 (26 UNITS) = 54 UNITS TYPE I = 1 (26 UNITS) TYPE I = 1 (26 UNITS) = 1 (26 UNITS) A3 = 24 UNITS TYPE II = 2 (33 UNITS) = 24 UNITS TYPE II = 2 (33 UNITS) TYPE II = 2 (33 UNITS) = 2 (33 UNITS) A5 = 2 UNITS TYPE III = 1 (18 UNITS) = 2 UNITS TYPE III = 1 (18 UNITS) TYPE III = 1 (18 UNITS) = 1 (18 UNITS) B1 = 24 UNITS TYPE IV = 1 (12 UNITS) = 24 UNITS TYPE IV = 1 (12 UNITS) TYPE IV = 1 (12 UNITS) = 1 (12 UNITS) B3 = 42 UNITS TYPE V = 2 (12 UNITS) = 42 UNITS TYPE V = 2 (12 UNITS) UNITS TYPE V = 2 (12 UNITS) TYPE V = 2 (12 UNITS) = 2 (12 UNITS) B5 = 24 UNITS TYPE VI = 1 (26 UNITS) = 24 UNITS TYPE VI = 1 (26 UNITS) TYPE VI = 1 (26 UNITS) = 1 (26 UNITS) B7 = 2 UNITS CLUBHOUSE = 1 = 2 UNITS CLUBHOUSE = 1 CLUBHOUSE = 1 TOTAL UNITS = 172 UNITS = 172 UNITS *BASED ON UNIT MIX RECEIVED 10/03/19
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R2.00' TYP.
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%%uTYPICAL SURFACE PARKING SPACE LAYOUT
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0.5'
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18'
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EDGE OF FIRELANE
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FACE OF CURB
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%%UTYPICAL HANDICAP SPACE LAYOUT
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4
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CURB STOPS AS SHOWN
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2.0'
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NUMBER OF PARKING SPACES
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9'
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GENERAL NOTES 1. DO NOT SCALE ANY DIMENSIONS. DO NOT SCALE ANY DIMENSIONS. 2. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 3. ALL SITE SIGNAGE, TRANSFORMERS, AC CONDENSER AND SITE LIGHTING (E.G. LAMP MODEL, LOCATION, SIZE, ALL SITE SIGNAGE, TRANSFORMERS, AC CONDENSER AND SITE LIGHTING (E.G. LAMP MODEL, LOCATION, SIZE, HEIGHT, FOOT CANDLE LEVEL, & ORIENTATION) SHALL CONFORM TO THE CROSS CREEK RANCH AND CITY OF FULSHEAR DESIGN CRITERIA. 4. ALL LANDSCAPING SHALL CONFORM TO THE CROSS CREEK RANCH AND CITY OF FULSHEAR DESIGN CRITERIA. ALL LANDSCAPING SHALL CONFORM TO THE CROSS CREEK RANCH AND CITY OF FULSHEAR DESIGN CRITERIA. REFER TO THE LANDSCAPE PLAN BY DENKENDORER ASSOCIATES FOR DETAILS OF PROPOSED LANDSCAPING, SIGNAGE, AND AMENITIES FOR THIS PROJECT. 5. THE BUILDING FOOTPRINTS SHOWN HEREON ARE THE EXTENTS OF THE FOUNDATIONS' CONCRETE SLABS. SEE THE BUILDING FOOTPRINTS SHOWN HEREON ARE THE EXTENTS OF THE FOUNDATIONS' CONCRETE SLABS. SEE ARCHITECTURAL PLANS PREPARED BY ARCHITETTURA INC. FOR ACTUAL BUILDING SIZES. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER AND PROJECT ARCHITECT IF THERE ARE ANY DISCREPANCIES WITH BUILDINGS. 6. ALL BUILDING CORNERS ARE TO THE OUTSIDE BRICK LEDGE. ALL BUILDING CORNERS ARE TO THE OUTSIDE BRICK LEDGE. 7. APARTMENT BUILDING IDENTIFICATION SIGNS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENTLY APPROVED APARTMENT BUILDING IDENTIFICATION SIGNS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENTLY APPROVED VERSION OF THE INTERNATIONAL FIRE CODE. 8. ALL FIRE LANE RADII AT INTERSECTIONS ARE 25' UNLESS OTHERWISE SPECIFIED. ALL FIRE LANE RADII AT INTERSECTIONS ARE 25' UNLESS OTHERWISE SPECIFIED. 9. ANY OFFSITE GRADING REQUIRED SHALL BE COORDINATED WITH ADJACENT PROPERTY OWNERS PRIOR TO START ANY OFFSITE GRADING REQUIRED SHALL BE COORDINATED WITH ADJACENT PROPERTY OWNERS PRIOR TO START OF OFFSITE WORK. 10. TRASH ENCLOSURE AND OTHER SCREENING WALLS SHALL BE CONSTRUCTED OF MATERIALS MATCHING THE LOOK TRASH ENCLOSURE AND OTHER SCREENING WALLS SHALL BE CONSTRUCTED OF MATERIALS MATCHING THE LOOK OF THE BUILDING PER CROSS CREEK RANCH COMMERCIAL DESIGN CRITERIA AND GUIDELINES. 11. PROPOSED EASEMENTS WERE PROVIDED BY BGE, INC. (SEE SKYLINE DRIVE STREET DEDICATION PLANS). PROPOSED EASEMENTS WERE PROVIDED BY BGE, INC. (SEE SKYLINE DRIVE STREET DEDICATION PLANS). ADDITIONAL COORDINATION ON EXACT LOCATIONS OF PROPOSED UTILITY EASEMENTS (SPECIFICALLY STORM EASEMENT NEAR PORTE COCHERE). 12. EXISTING PARKING LOT OFF OF CROSS CREEK BEND LANE WAS NOT SHOWN FOR CLARITY. EXISTING PARKING LOT OFF OF CROSS CREEK BEND LANE WAS NOT SHOWN FOR CLARITY. 13. ALL SIGNAGE FOR THE PROJECT WILL BE REVIEWED AND APPROVED SEPARATELY. THIS INCLUDES ANY BUILDING ALL SIGNAGE FOR THE PROJECT WILL BE REVIEWED AND APPROVED SEPARATELY. THIS INCLUDES ANY BUILDING MOUNTED SIGNAGE, MONUMENT SIGNAGE, WINDOW SIGNAGE OR TEMPORARY SIGNAGE.
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6 - Zoning Change Signs placed on site at 7:30 pm, Wednesday, April 29, 2020. (2 signs along Cross Creek Ranch Blvd.; 2 signs along Cross Creek Bend Lane and 2 signs along Skyline Drive). Signs were installed by a representative of Burgess & Niple, Inc. - Civil Engineering Firm for Alder Development Group).
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