NOTICE OF CITY OF PRINCETON PLANNING AND ZONING COMMISSION REGULAR MEETING … · 2020. 9. 2. · III. REVIEW HISTORY Body: Petition: Action: Date: Planning & Zoning Commission Preliminary

NOTICE OF CITY OF PRINCETON PLANNING AND ZONING COMMISSION REGULAR MEETING

AND AGENDA JULY 20, 2020

Meeting Time and Place

The Planning and Zoning Commission for The City of Princeton will meet in Regular Session on Monday, JULY 20, 2020 at 10:00 a.m. Teleconference at City Hall 123 W. Princeton Drive.

Sherry Campbell, Place 1 Place 2, Vacant Vice Chairperson

Robert Bellon Jr., Place 3 Larry Thompson, Place 4 Commission Member Commission Member

Kyle Sutton, Place 5 Chairperson

A. CALL TO ORDER (PLEASE TURN OFF ALL CELL PHONES)

B. PLEDGE OF ALLEGIANCE C. COMMISSIONERS ROLE CALL

PRESENT Sherry Campbell Robert Bellon Larry Thompson Kyle Sutton

D. CITIZENS APPEARANCE Citizens are allowed 3 minutes to speak. The Planning & Zoning Commission is unable to respond to or discuss any issues that are brought up during this section that are not on the agenda, other than to make statement of specific factual information in response to a citizen’s inquiry or to recite existing policy in response to the inquiry.

E. CONSENT AGENDA

Consent Agenda: All consent agenda items listed are considered to be routine by the Planning and Zoning Commission and will be enacted by one motion. There will be no separate discussion of these items unless a Commissioner so request, in which event the item will be removed from the Consent Agenda and considered in its normal sequence on the agenda.

1) Possible approval of the Princeton Planning & Zoning Regular

Meeting Minutes of June 15, 2020.

F. PUBLIC HEARING

G. REGULAR AGENDA

1) PL20191254 – Extension of Preliminary Plat – Discussion and possible action and recommendation to the City Council regarding a request from AJFUND, LLC for an extension of preliminary plat approval of 46.72 acre tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas.

2) FL20180297 – Final Plat – Discussion and possible action and recommendation to the City Council regarding a request from LGI Homes- Texas, LLC for final plat approval of 88.208 acre tract of land situated in the John Snyder Survey, Abstract No. 865, City of Princeton, Collin County, Texas.

3) FL20190039 – Final Plat – Discussion and possible action and recommendation to the City Council regarding a request from SHM National, LLC for final plat approval of 1.1949 acre tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas.

H. INFORMATION

1) Update on ongoing projects

2) Next Meeting: August 17,2020 @ 10:00am

3) Consider a request for items to be placed on a future agenda and NOT for

discussion of these requests at this time:

I. ADJOURNMENT

The Commission reserves the right to retire into executive session concerning any of the items listed on this agenda whenever it is considered necessary and legally justified under the Open Meeting Act

CERTIFICATE

I hereby certify the above Notice of Meeting was posted at the

Princeton City Hall July , 2020 at ____.

Tabatha Monk, City Secretary

STATEMENT FOR ADA COMPLIANCE

The City of Princeton acknowledges its responsibility to comply with Americans with Disabilities Act of 1990. Thus, in order to assist individuals with disabilities who require special services (i.e., sign interpretation services, alternative audio/visual devices, and amanuenses) for participation in or access to the City of Princeton sponsored public programs, services and/or meetings, the City requests that individuals make requests for these services forty-eight (48) hours ahead of the scheduled program, service and/or meeting. To make arrangements, contact Tabatha Monk, City Secretary or other designated official at 972-736-2416.

The Planning & Zoning Commission of the City of Princeton, Texas, met in regular session Monday, June 15, 2020, at 10:00 a.m. Teleconference at City Hall 123 W Princeton Drive.

The following P&Z Commissioners were present: Chairperson Sutton, Vice Chairperson Campbell, Commissioner Thompson. The following Staff Members were present: Building Official Shawn Fort.

Chairperson Sutton led the audience in the Pledge of Allegiance.

Chairperson Sutton called roll: Vice Chairperson Campbell, Commissioner Thompson, and Chairperson Sutton were present. Chairperson Sutton stated that a quorum was present.

Chairperson Sutton announced CITIZENS APPEARANCE Item D: No one

came forward to speak.

Chairperson Sutton announced the Consent Agenda Item E1: Possible approval of the Princeton Planning & Zoning Regular Meeting Minutes of April 20, 2020. Vice Chairperson Campbell made a motion to approve the Planning & Zoning minutes of April 20, 2020 Regular Meeting and Commissioner Thompson seconded the motion. The motion carried unanimously.

Chairperson Sutton announced the Regular Agenda Item G1: FP20171413 – Final Plat – Discussion and possible action and recommendation to the City Council regarding a request from Harper Springs Homes, LLC for final plat approval of a 20.443-acre tract of land situated in the Sarah D. Terry Survey, Abstract No. 890, City of Princeton, Collin County, Texas. Commissioner Thompson made a motion to recommend approval, and Vice Chairperson Campbell seconded the motion. The motion was carried unanimously.

Chairperson Sutton announced the Regular Agenda Item G2: FP20191239 –

Final Plat – Discussion and possible action and recommendation to the City Council regarding a request from Meritage Homes of Texas, LLC for final plat approval of Brookside Phase 2 a 19.542-acre tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas. Vice Chairperson Campbell

Minutes

The City of Princeton

Planning & Zoning Commission Regular Meeting

Of June 15, 2020

made a motion to recommend approval, and Commissioner Thompson seconded the motion. The motion was carried unanimously.

Chairperson Sutton announced Information Item H1: “Next Meeting: Monday,

July 20, 2020 @ 6:00PM”.

Chairperson Sutton announced Information Item H2: Consider a request for items to be placed on a future agenda and NOT for discussion of these requests at this time: None

Vice Chairperson Campbell made a motion to adjourn the meeting.

Commissioner Thompson seconded the motion. The motion carried unanimously.

Chairperson Sutton adjourned at 10:12a.m.

Kyle Sutton, Chairperson Date

ATTEST:

Shawn Fort, Chief Building Official Date

From: Duenwald, MattTo: Shawn FortCc: Harris, MarkSubject: Lake Meadow - Preliminary Plat ExtensionDate: Thursday, July 9, 2020 10:42:22 AM

Shawn,The Preliminary Plat for Lake Meadow was approved on 3/23 which would have a 9/23 expiration(180 days). We may not be able to make our first final plat submittal prior to the expiration. I wouldlike to request a 1 year extension to make sure we’re covered. Let me know if you have a standardtemplate we need to use to make a formal request. Thanks,

Matthew R Duenwald, P.E. (TX,MN) Kimley-Horn | 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, Texas 75240Direct: 972 770 3034 | Mobile: 972 658 6072 | Main: 972 770 1300

mailto:[email protected]



http://www.kimley-horn.com/

PL20191254 – Preliminary Plat Request – a 46.72 acre tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas. – AJFUND, LLC– Kimley-Horn & Associates, Inc, - Engineer. STAFF REPORT I. SITE DATA SITE DATA Existing Zoning: PD#21 Existing use: None Lot Size: 46.72 Acres Direction Zoning Existing Land Use

North N/A Agricultural East N/A Agricultural

South PD#16 Agricultural West N/A Agricultural

City of Princeton P&Z and City Council Staff

Report

REQUEST Applicant requests Commission recommend approval of preliminary plat submittal to the City Council request is for development of 249 Single Family Lots and 6 open space lots. II. PROCESS

• Approval procedure. After administrative review of the preliminary plat and a determination that all prerequisites to filing have been satisfied, the director shall place the preliminary plat for consideration and action on the agenda of a public meeting by the commission. Minor plats may be approved by the director or referred to the commission in accordance with subsection 35-4(b). Major plats can only be approved by the city council, after review by the director and consideration and action by the commission. In the event of disapproval, reasons for disapproval shall be stated. The approval of the preliminary plat by the city council shall be effective for a period of 180 days after the approval date, unless reviewed by the commission and city council in the light of new or significant information, which would necessitate the revision of the preliminary plat, such revision being subject to the same procedures as the original preliminary plat.

If a final plat for the subdivision, or a portion thereof, has not been submitted, or if a change in requirements has not occurred which would affect the preliminary plat, at the end of the 180 days after approval by the city council, the preliminary plat shall be null and void, with no further action by city staff, the commission, or city council, unless the subdivider has, in writing, requested and received an extension of time recommended by the commission and approved by the city council.

The Commission has the following options:

1. Recommend Approval to City Council of Preliminary Plat PL20191254 2. Recommend Denial to City Council of Preliminary Plat PL20191254

III. REVIEW HISTORY Body: Petition: Action: Date: Planning & Zoning Commission

Preliminary Plat meeting before the Commission

March 16, 2020

City Council Preliminary Plat Meeting before the city council

March 23, 2020

IV. STAFF RECOMMENDATION Recommend Approval of Preliminary Plat PL20191254 The proposed subdivision has been reviewed by City Staff & City Engineers and the proposal is in general conformance with applicable City Ordinances.

________________________________________________ Shawn Fort, Director of Development Services

kimley-horn.com 260 East Davis Street, Suite 100, McKinney, TX 75069 469 301 2580

March 2, 2020

Mr. Shawn Fort, CFM Director of Development Services City of Princeton 123 W. Princeton Drive Princeton, TX 75407 RE: Review of the Second Submittal of the Preliminary Plat for

Lake Meadow KHA No. 064551056

Dear Shawn:

We have completed our review of the second submittal of the Preliminary Plat for the above referenced project.

The Preliminary Plat was received via email for review on March 2, 2020.

Please see our initial review letter dated January 24, 2020, for all the project findings (removed from this second review letter).

Our initial submittal review comments have all been adequately addressed and we recommend approval as submitted.

A detailed review of the roadway, wastewater and drainage facilities shown will be completed at time of construction drawing submittal. This review only covers those items listed in Section 35-17 – Preliminary Plat Requirements.

I am available to discuss our findings and this review if deemed necessary.

Should you have any questions or comments, please do not hesitate to contact me at 469.301.2585 or by email at [email protected].

Sincerely, KIMLEY-HORN AND ASSOCIATES, INC.

Joseph E. Helmberger, P.E.


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13455 NOEL ROADTWO GALLERIA OFFICE TOWERSUITE 700DALLAS, TX 75240TEL: (972) 770-1300CONTACT: MATTEW R. DUENWALD, P.E.

LAKE MEADOW PRELIMINARY PLAT

OWNERAJFUND, LLC100 N. CENTRAL EXPRESSWAYSUITE 514RICHARDSON, TX 75080CONTACT: TUAN ANH TRAN

STATE OF TEXASREGISTRATION NO. F-928

CITY OF PRINCETON, COLLIN COUNTY, TEXAS

FEBRUARY 2020

SHEET INDEX

ENGINEER

DEVELOPERPULTE GROUP9111 CYPRESS WATERS BLVD,SUITE 100COPPELL, TX 75019CONTACT: JON PATREDIS

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Sheet Number Sheet TitleC-1 COVER SHEETC-2 OVERALL PRELIMINARY PLATC-3 PRELIMINARY PLATC-4 PRELIMINARY PLATC-5 PRELIMINARY PLATC-6 PRELIMINARY PLATC-7 PRELIMINARY DRAINAGE PLANC-8 PRELIMINARY DRAINAGE PLANC-9 PRELIMINARY DRAINAGE PLANC-10 PRELIMINARY UTILITY PLANC-11 PRELIMINARY UTILITY PLANC-12 OFFSITE PRELIMINARY UTILITY PLAN

UTILITY NOTE:THE WATER SYSTEM IS OWNED AND OPERATED BYCULLEOKA WSC AND THE SEWER SYSTEM IS OWNED ANDOPERATED BY THE CITY OF PRINCETON.

BAKER LINDA KAY8.8519 ACRES

PENUMUDI VIJAYA KUMAR25.17 ACRES

FARNSWORTHDEAN L. JR. &

MADISON1.0 ACRES

BECKWITH EARLLYNN & PATRICIA

1.0 ACRES

NIELL PROPERTIES-FARMSERIES LLC5.75 ACRES

NIELL PROPERTIES -823 FM 982 SERIES

LLC0.2814 ACRES

WILLIAMS BOB J.0.3202 ACRES

BONA RAYMOND P.0.764 ACRES

NIELL PROPERTIES - 823 FM982 SERIES LLC1.6746 ACRES

AJFUND LLC6.246 ACRES

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249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES

OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957

IN THE


DEVELOPER:

LAKE MEADOW

13455 Noel Road, Two Galleria OfficeTower, Suite 700Dallas, TX 75240Tel: (972) 770-1300Contact: MATTEW R. DUENWALD, P.E.

ENGINEER/SURVEYOR:

DESIGNED DRAWN CHECKED SCALEAS SHOWN

DATE KH PROJECT NO.

OWNER:

FOR

Pulte Group9111 Cypress Waters Blvd,Suite 100Coppell, TX 75019Contact: Jon Patredis

AJFund, LLC100 N. Central Expressway,Suite 514Richardson, TX 75080Contact: Tuan Anh Tran

JCC MRD January 2020 067705305

ZONING: PD 21

VICINITY MAPSCALE: 1" = 2,000'

OVERALL PRELIMINARY PLAT

JCC

00 100' 200'

GRAPHIC SCALE 100'

COUNTY RD 452

FM 9

82

SHEET C-3 SHEET C-4

SITE

"NOT APPROVED"

__________ ________________________ Date: ____________Chairman, Planning & Zoning CommissionCity of Princeton, Texas

"RECOMMENDED FOR APPROVAL"

__________ ________________________ Date: ____________Chairman, Planning & Zoning CommissionCity of Princeton, Texas

"APPROVED FOR PREPARATION OF FINAL PLAT"

__________ ________________________ Date: ____________MayorCity of Princeton, Texas

PROPERTY LINE

PHASE LINE

EXISTING CONTOUR

EXISTING SANITARY SEWER

EXISTING OVERHEAD ELECTRIC

EXISTING MANHOLE

UTILITY EASEMENT

SIDEWALK EASEMENT

DRAINAGE EASEMENT

SANITARY SEWER EASEMENT

HOMEOWNERS ASSOCIATION

BUILDING LINE

WALL MAINTENANCE EASEMENT

LEGEND

S

GENERAL NOTES1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION

OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES ANDWITHHOLDING OF UTILITY AND BUILDING PERMITS.

2. SEE SHEET C-5 FOR CURVE TABLES.

3. SEE SHEET C-5 FOR LOT AND BLOCK AREA INFORMATION.

4. PHASE LINES AND LOT AND BLOCK NUMBERS TO BE FINALIZED AT TIME OFFINAL PLAT.

5. SEE SHEET C-6 FOR PROPOSED PAVEMENT SECTIONS.

6. ALL OPEN SPACE NON-RESIDENTIAL LOTS SHALL BE MAINTAINED BY THE HOA.

7. ALL LOTS SHALL MEET THE MINIMUM REQUIREMENTS OF PD-21.

8. THE DRY LANE REQUIREMENT IS WAIVED FOR THIS PROJECT.

PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR

ANY PURPOSE ANDSHALL NOT BE USED OR

VIEWED OR RELIEDUPON AS A FINAL

SURVEY DOCUMENT

FM 9

82

COUNTY RD 452

FLOODPLAIN NOTEFLOOD NOTE:

According to Map No. 48085C0315 J of the Federal Emergency Management Agency's FloodInsurance Rate Maps for Collin County, Texas, dated June 2, 2009, the subject tract issituated within: Unshaded Zone "X"; defined as areas determined to be outside the 500-yearflood plain.

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A-42

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A-46

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A-48

A-47

A-50

A-49

A-19A-20A-21A-22A-23A-24A-25A-28

A-39

A-29A-30A-31A-32A-26

H-8

H-7

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B-19 B-20B-8 B-16B-9

B-2

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B-5

B-13

B-6

B-14B-7

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H-9

H-1X

G-20

G-21

G-22

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G-14

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G-15

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56.31' 53.53' 50.33' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 75.42' 50.00' 55.89' 40.00' 40.00'

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N27°

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"E11

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115.

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S0°1

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37"W

40.0

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130.00'

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C59

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N89°39'11"W35.63'

40.00'40.00'40.00'40.00'40.00'40.00'40.00'

40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'S89°45'20"W40.00'

48.02'45.74'46.33'47.17'48.27'49.67'S89°45'20"W278.90'

125.

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S18°28'23"W59.98'

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115.

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C66

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115.

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38'3

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115.

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45.89' 40.00' 40.00'

115.

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C13C14 C15 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 65.42'

S13°02'46"E

135.40'

S6°24'02"E

127.12' 125.

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S0°5

0'41

"E12

5.00

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L2

S53°41'25"W51.77'

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N7°

55'0

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58.8

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N0°14'40"W40.16'

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14'4

0"W

40.0

0'54

.89'

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"W23

2.88

'

C61

S89°09'19"W105.01'

S89°09'19"W6.69'

N0°

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39.9

1'40

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40.0

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W40

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40.0

0'40

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40.0

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0°14

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W40

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42.2

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L10S89°09'19"W105.01'

S89°09'19"W105.01'

L439

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S0°1

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N0°14'40"W46.23'

3.68' 40.0

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12.05'

27.9

5'29

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10.32' 40.0

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N89°45'20"E115.00'

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N85°32'33"W117.51'

C69

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L11

40.0

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40.0

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40.0

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N89°45'20"E115.00'

S89°45'20"W105.00'

115.00'

115.00'

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N82°04'55"W

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N7°

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6'

N7°55'05"E10.46'

N89°45'20"E115.00'

S89°45'20"W105.00'

S89°45'20"W43.02'

115.00'

115.00'

115.00'

115.00'

N0°

14'4

0"W

40.1

4'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

115.00'

115.00'

S89°45'20"W115.00'

115.00'

115.00'

N89°45'20"E115.00'

115.00'

S89°45'20"W115.00'

115.00'

B-1X

A-51X

N10

°26'

31"E

123.

57'

N10

°26'

31"E

51.0

6'

N10°26'31"E10.16'

C2

C3

N89°39'11"W55.90'

C6C5

40.00'

S89°45'20"W40.00'

C54

C58

L1

C7N89°39'11"W20.27'

C4

C1

L6

C68

46.1

0'

L3

S41°37'43"W6.17'

C60

S0°1

5'37

"W23

2.88

'

L7

C41 L8

46.9

7'

51.0

0'

C71

L5 S0°1

4'40

"E42

.84'

115.00'

S89°45'20"W115.00'

51.0

0'

L9S89°45'20"W

105.00'

115.00'

S28°58'52"W61.78'

N0°

15'3

7"E

73.3

3'N89°39'12"W

103.43'

N0°

20'4

8"E

125.

00'

N89°39'11"W266.30'

N0°

08'1

3"E

94.0

5'B-21B-17

F-20

F-19

F-18

F-17

40.0

0'40

.00'

S0°1

4'40

"E40

.00'

39.7

9'

L30

C80L29

C79

C78

L46L48C86

C87

L51

L52

C88

C81

L31

C82

L32 L33 L34

L49

C89

L50

L47

G-29

G-27

H-2

S63°23'46"E40.00'

115.

00'

40.00'

S26°

36'14

"W

115.

00'

H-4

S60°20'17"W51.64'

N89°09'19"E609.05'

L53

S26°20'21"E

120.75'

N89°09'19"E6.56'

29.75'

B-18

A-33

A-34

A-35

A-36

A-37

A-40X

A-38

A-27

N26°

36'14

"E11

5.00

'

N63°23'46"W

40.00'

N63°03'44"W40.00'

N63°23'46"W40.00'

S26°

36'14

"W

115.

00'

N26°

36'14

"E11

5.00

'

N63°23'46"W40.00'

20.27'

40.00'

38.54'

L54 L55

L56

PHASE 1

STREET B

STREET C

STREET C

STREET A

STR

EET

F

STR

EET

G

FM

982

STREET B

STR

EET

B

5' U.E.

5' U.E.5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E. 5' U.E.

5' U.E.

25' D.E. &SSWR ESMT.(BY SEPARATEINSTRUMENT)

15' D.E.

DRAINAGEEASEMENT

DRAINAGEEASEMENT

20' SSWRESMT.


10' TRAIL

50.0'ROW

50.0

'RO

W

50.0

'R

OW

50.0'ROW

50.0'ROW

50.0'

ROW

50.0

'R

OW







DETENTION/OPEN SPACE


OPEN SPACE

OPEN SPACE

98.5'ROW

PRIN

CET

ON

CIT

Y LI

MIT

S

PRINCETON CITY LIMITSPRINCETON ETJ

PRIN

CET

ON

ETJ

A-18A-19 A-17

F-2

F-10

F-3

F-11

F-4

F-12

F-5

F-13

F-6

F-14

F-7

F-15

F-8

F-1

F-9

40.00' N89°09'19"E40.00'

40.00'

S89°45'20"W40.00'40.00'40.00'

125.

00'

S89°45'20"W33.27'

S89°45'20"W40.00'

40.00'

125.

00'

125.

02'

40.00'

S0°5

0'41

"E12

5.00

'

125.

00'

125.

00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

N0°

14'4

0"W

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W42

.20'

L12S89°09'19"W105.01'

115.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

N0°

14'4

0"W

52.8

4'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

115.00'

115.00'

115.00'

N89°45'20"E115.00'

S89°45'20"W105.00'

115.00'

115.00'

115.00'

115.00'

115.00'

S89°45'20"W115.00'

115.00'

S89°45'20"W115.00'

51.0

0'

115.00'

115.00'

B-21 B-22 B-23

40.00'N89°09'19"E

40.00'

5' U.E.

5' U.E.

C-3

PLO

TT

ED

BY

CE

RQ

UE

IRA

, JO

SEPH

2/2

8/20

20 1

1:57

AM

DW

G N

AM

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:\DA

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\067

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05-L

AK

E M

EA

DO

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AD

\PR

EL

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LA

NSH

EE

TS\

P-1_

PRE

LIM

INA

RY

PL

AT

.DW

G [P

RE

LIM

INA

RY

PL

AT

]L

AST

SA

VE

D2/

28/2

020

11:4

8 A

M



IN THE


DEVELOPER:

LAKE MEADOW


ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

OWNER:

FOR




ZONING: PD 21


PRELIMINARY PLAT

JCC

00 60' 120'

GRAPHIC SCALE 60'

MATC

H LIN

E SEE SHEET C

-4

SITE

COUNTY RD 452

FM 9

82

PROPERTY LINE

PHASE LINE

EXISTING CONTOUR



EXISTING MANHOLE

UTILITY EASEMENT

SIDEWALK EASEMENT

DRAINAGE EASEMENT



BUILDING LINE


LEGEND

S













SURVEY DOCUMENT



B-39B-38

C-6A-10A-18 A-11A-19 A-12A-13A-14A-15A-16A-17 A-9

A-4

A-6

A-7

A-8

A-2

A-3

C-1

C-2

C-3

C-4

C-5

B-36 B-37B-26 B-28 B-29 B-34

F-2

F-10

F-3

F-11

F-4

F-12

F-5

F-13

F-6

F-14

F-7

F-15

F-8

F-1

F-9

E-8

E-16

E-24

E-1

E-9

E-17

E-25

E-2

E-10

E-18

E-26

E-3

E-11

E-19

E-27 E-4

E-12

E-20

E-28

E-5

E-13

E-21

E-29

E-6

E-14

E-22

E-30

E-7

E-15

E-23

D-3

D-11

D-19

D-27

D-4

D-12

D-20

D-28

D-5

D-13

D-21

D-29 D-6

D-14

D-22

D-30

D-7

D-15

D-23

D-31

D-8

D-16

D-24

D-9

D-17

D-25

D-2

D-10

D-18

D-26

B-45

B-44

B-43

B-42

B-40

B-48

B-47

B-46

C-10

C-11

C-12

C-13

C-14

C-7

C-15

C-8

C-9

D-1X

40.00' 40.00' 40.00' 40.00' 40.00' 40.00'40.00' N89°09'19"E

40.00'40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'

40.0

3'S1

°51'

27"W

40.0

3'40

.03'

40.0

3'40

.03'

S1°5

1'27

"W40

.03'

50.0

3'S1

°51'

27"W

50.0

3'50

.03'

S1°5

1'27

"W40

.03'

40.0

3'40

.03'

40.0

3'40

.03'

S1°5

1'27

"W40

.03'

40.0

3'40

.03'

40.0

3'29

.19'

57.7

3'54

.59'

50.0

2'50

.26'

S1°5

1'27

"W65

.04'

S44°29

'04"W

184.7

0'

C20

C19

C17

S12°

08'1

3"W

119.

33'

S0°5

0'41

"E12

1.14

'

C23

C22

118.01'

N89°45'20"E122.52'

S89°45'20"W16.54'

40.22'40.00'40.00'40.00'40.00'40.00'S89°45'20"W

40.00'40.00'40.00'40.00'

N0°

22'4

6"E

125.

91'

S89°56'15"W34.44'

S89°56'15"W38.85'

40.00'40.00'40.00'40.00'40.00'40.00'

S89°56'15"W6.73'

125.

78'

125.

00'

S89°45'20"W33.27'

S89°45'20"W40.00'

40.00'

125.

00'

125.

66'

125.

53'

125.

40'

125.

28'

N0°

14'4

0"W

125.

15'

125.

02'

C36

N7°

05'2

8"E

125.

99'

C28

C29

C30

C31

C32

C34

C35

N79°26'41"E

115.00'

C75

C76

N66°14'39"E

115.00'

N66°14'39"E

115.53'

N50°27'27"W34.89'

N64°43'36"W34.95'

N64°43'36"W

15.66'

N64°43'36"W16.84'

N46°33

'56"E

123.0

6'

N33°

24'11

"E13

1.99

'N20°

19'0

4"E

132.

90'

N0°14'40"W49.95'

N0°14'40"W8.76'

S89°56'34"W94.98'

S89°56'34"W140.01'

N1°

12'0

0"W

65.0

1'

N0°14'40"W30.41'

N0°14'40"W8.76'

N89°45'20"E115.00'

L28

N0°14'40"W29.85'

N0°14'40"W9.32'C

27

C26

C25

S89°45'20"W128.94'

S84°39'25"W132.58'

S78°00'18"W142.57'

S71°21'49"W159.65'N58°31'29"E27.50'

40.00' 40.00' 40.00' 40.00' 34.00'

125.

00'

125.

00'

S0°5

0'41

"E12

5.00

'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

42.8

4'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

42.2

0'

L12S89°09'19"W105.01'

115.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

N0°

14'4

0"W

52.8

4'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

115.00'

115.00'

115.00'

N89°45'20"E115.00'

S89°45'20"W105.00'

115.00'

115.00'

115.00'

115.00'

115.00'

S89°45'20"W115.00'

13.73'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

N0°

14'4

0"W

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

N0°

14'4

0"W

40.0

0'42

.20'

L18S89°09'19"W105.01'

S89°09'19"W105.01'

L13

39.7

9'S0

°14'

40"E

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

S0°1

4'40

"E40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

115.00' 115.00'

N0°

14'4

0"W

55.7

7'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

51.0

0'

N89°45'20"E115.00'

N89°45'20"E115.00'

N89°45'20"E115.00'

N89°45'20"E115.00'

115.00' 115.00'

C72

N5°38'04"E3.95'

S89°45'20"W102.12'

S89°45'20"W105.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

N0°

14'4

0"W

96.0

9'

N0°14'40"W40.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'

N0°14'40"W40.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'

N0°14'40"W40.00'

42.2

0'

L20S89°09'19"W105.01'

S89°09'19"W105.01'

L19

39.7

9'S0

°14'

40"E

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

S0°1

4'40

"E40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

N89°45'20"E115.84'

N89°45'20"E115.00'

N0°

14'4

0"W

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

N0°

14'4

0"W

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

N0°

14'4

0"W

40.0

0'51

.00'

115.00' 115.00'

N89°45'20"E115.00'

N89°45'20"E115.00'

115.00' 115.00'

N89°45'20"E115.00'

N89°45'20"E115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00' 115.00'

115.00'

29.7

8'N

0°14

'40"

W40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

40.0

0' N0°14'40"W3.93'

153.10'

151.63'

154.57'

N89°45'20"E156.04'

157.50'

N89°45'20"E149.34'

N89°45'20"E148.70'

S89°45'20"W126.64'

150.16'

N0°14'40"W17.31'

40.0

0'N

0°14

'40"

W40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

N0°14'40"W40.00'

137.32'

N89°45'20"E135.85'

138.79'

140.25'

141.72'

143.19'

132.91'

S89°45'20"W124.80'

134.38'

C73

S89°44'42"W35.73'

S1°5

1'27

"W16

1.19

'

S89°44'42"W33.44'

S89°56'34"W395.20'

N1°

12'0

0"W

65.0

1'N

1°12

'00"

W20

7.27

'

S89°56'34"W140.01'

ROW-1

C16

L21

S89°45'20"W126.64'

S1°5

1'27

"W65

.04'

S89°45'20"W124.80'

L22

29.7

8'

C21

L26

C24

L27

L25

L24

L23

16.66'

C74

N5°38'04"E2.39'

L17

C33

L16

45.7

7'

L15S89°45'20"W

105.00'

115.00'

S89°45'20"W115.00'

51.0

0'

L14

115.00'

115.00'

N89°09'19"E40.00'

B-21 B-22 B-23 B-24 B-25 B-27 B-30 B-31 B-32 B-33 B-35

40.00'N89°09'19"E

40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'40.00' 40.00'

B-41

40.0

3'

L41

C83

C84

C85L45

L35 L36

L37

L39

L40

L44

L42

C18

L43

L38

D-32

S89°56'34"W71.37'

N89°09'19"E128.87'

N89°09'19"E39.72'

C90

62.04'

A-1X

A-5

PHASE 2

STREET C

STREET B

STR

EET

DST

REE

T D

STREET E

STR

EET

H

STR

EET

I

5' U.E.

COUNTY RD 452

5' U.E.5' U.E.

5' U.E.

5' U.E.5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.5' U.E.

5' U.E.

20' S.S.E.

50.0'ROW

50.0'ROW

50.0'ROW

50.0'

ROW

50.0

'R

OW

50.0

'R

OW


FARNSWORTH DEAN L. JR. &MADISON1.0 ACRES

BECKWITH EARL LYNN &PATRICIA1.0 ACRES

OPEN SPACE

65.0

'R

OW

PRIN

CET

ON

CIT

Y LI

MIT

S

PRIN

CET

ON

ETJ

A-19A-20A-21A-22A-23A-24

B-19 B-20

F-22

F-30

F-23

F-24

F-25

F-26

F-27

F-16

F-28

F-21

F-29

G-14

G-1

G-15

G-2

G-3

G-10

G-11

G-12

G-13

75.42' 50.00' 55.89' 40.00' 40.00'

40.00'40.00'40.00'40.00'40.00'40.00'

40.00'40.00'40.00'40.00'40.00'40.00'

125.

00'

125.

00'

125.

00'

125.

00'

125.

00'

45.89' 40.00' 40.00'

115.

00'

115.

00'

125.

00'

125.

00'

65.42'

N0°

14'4

0"W

39.9

1'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

42.2

0'

L10S89°09'19"W

115.00'

115.00'

115.00'

115.00'

N89°45'20"E115.00'

N89°45'20"E115.00'

115.00'

115.00'

115.00'

115.00'

S89°09'19"W105.01'

L11

40.0

0'40

.00'

40.0

0'S0

°14'

40"E

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'S0

°14'

40"E

42.8

4'

115.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'N

0°14

'40"

W40

.00'

N0°

14'4

0"W

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'40

.00'

40.0

0'

115.00'

115.00'

115.00'

N89°45'20"E115.00'

S89°45'20"W105.00'

115.00'

115.00'

115.00'

115.00'

115.00'

115.00'

N89°45'20"E115.00'

S89°45'20"W105.00'

115.00'

115.00'

115.00'

S89°45'20"W

L8

S0°1

4'40

"E42

.84'

115.00'

S89°45'20"W115.00'

51.0

0'

L9S89°45'20"W

105.00'

115.00'

B-21

F-20

F-19

F-18

F-17

40.0

0'40

.00'

S0°1

4'40

"E40

.00'

39.7

9'

L46

L34

L47

B-18

L54 L55

L56

STREET B

STREET C

STR

EET

G

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

50.0'ROW


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00 60' 120'

GRAPHIC SCALE 60'

MAT

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C-3

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COUNTY RD 452

FM 9

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PROPERTY LINE

PHASE LINE

EXISTING CONTOUR



EXISTING MANHOLE

UTILITY EASEMENT

SIDEWALK EASEMENT

DRAINAGE EASEMENT



BUILDING LINE


LEGEND

S













SURVEY DOCUMENT



PRIN

CET

ON

CIT

Y LI

MIT

S

PRIN

CET

ON

ETJ

PRINCETON ETJ

PRINCETON ETJ

LOT AREA TABLE

BLOCK - LOT

A-1X

A-2

A-3

A-4

A-5

A-6

A-7

A-8

A-9

A-10

A-11

A-12

A-13

A-14

A-15

A-16

A-17

A-18

A-19

A-20

A-21

A-22

A-23

A-24

A-25

A-26

A-27

A-28

A-29

A-30

A-31

A-32

A-33

A-34

A-35

A-36

A-37

A-38

A-39

A-40X

A-41

A-42

A-43

AREA (SF)

25983.75

5567.01

5508.27

5762.74

6448.85

6212.56

6335.19

6306.59

5582.43

4975.00

5028.80

5023.72

5018.61

5013.56

5008.48

5003.40

5000.07

4999.97

5000.00

5000.00

5000.00

5000.00

4999.97

5000.00

5000.49

5000.49

5002.14

5455.74

5476.75

5740.48

6116.99

6614.37

7243.85

4820.79

4819.51

4782.92

4604.66

4600.00

4600.00

44280.39

10031.63

8257.79

5025.83

AREA (ac)

0.60

0.13

0.13

0.13

0.15

0.14

0.15

0.14

0.13

0.11

0.12

0.12

0.12

0.12

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.13

0.13

0.13

0.14

0.15

0.17

0.11

0.11

0.11

0.11

0.11

0.11

1.02

0.23

0.19

0.12

LOT AREA TABLE

BLOCK - LOT

A-44

A-45

A-46

A-47

A-48

A-49

A-50

A-51X

B-1X

B-2

B-3

B-4

B-5

B-6

B-7

B-8

B-9

B-10

B-11

B-12

B-13

B-14

B-15

B-16

B-17

B-18

B-19

B-20

B-21

B-22

B-23

B-24

B-25

B-26

B-27

B-28

B-29

B-30

B-31

B-32

B-33

B-34

B-35

AREA (SF)

5200.00

5200.00

5200.00

5200.00

5200.00

5229.07

9227.52

52372.55

73910.63

8678.98

5411.81

5381.31

5368.17

5371.56

6543.55

5919.27

5547.67

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

9377.13

6935.69

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

5000.00

AREA (ac)

0.12

0.12

0.12

0.12

0.12

0.12

0.21

1.20

1.70

0.20

0.12

0.12

0.12

0.12

0.15

0.14

0.13

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.22

0.16

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

LOT AREA TABLE

BLOCK - LOT

B-36

B-37

B-38

B-39

B-40

B-41

B-42

B-43

B-44

B-45

B-46

B-47

B-48

C-1

C-2

C-3

C-4

C-5

C-6

C-7

C-8

C-9

C-10

C-11

C-12

C-13

C-14

C-15

D-1X

D-2

D-3

D-4

D-5

D-6

D-7

D-8

D-9

D-10

D-11

D-12

D-13

D-14

D-15

AREA (SF)

5000.00

4987.81

5663.06

9925.97

17995.72

6065.20

6270.81

6212.09

6153.37

6094.64

6035.92

5977.20

7184.43

6216.02

5739.91

6260.57

6982.43

8251.63

4694.32

5103.55

5345.92

5404.64

5463.36

5522.09

5580.81

5639.53

5698.26

7000.92

12492.84

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

AREA (ac)

0.11

0.11

0.13

0.23

0.41

0.14

0.14

0.14

0.14

0.14

0.14

0.14

0.16

0.14

0.13

0.14

0.16

0.19

0.11

0.12

0.12

0.12

0.13

0.13

0.13

0.13

0.13

0.16

0.29

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

LOT AREA TABLE

BLOCK - LOT

D-16

D-17

D-18

D-19

D-20

D-21

D-22

D-23

D-24

D-25

D-26

D-27

D-28

D-29

D-30

D-31

D-32

E-1

E-2

E-3

E-4

E-5

E-6

E-7

E-8

E-9

E-10

E-11

E-12

E-13

E-14

E-15

E-16

E-17

E-18

E-19

E-20

E-21

E-22

E-23

E-24

E-25

E-26

AREA (SF)

4600.00

5883.84

5745.28

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4606.52

6320.71

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

5883.84

5745.28

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

AREA (ac)

0.11

0.14

0.13

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.15

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.14

0.13

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

LOT AREA TABLE

BLOCK - LOT

E-27

E-28

E-29

E-30

F-1

F-2

F-3

F-4

F-5

F-6

F-7

F-8

F-9

F-10

F-11

F-12

F-13

F-14

F-15

F-16

F-17

F-18

F-19

F-20

F-21

F-22

F-23

F-24

F-25

F-26

F-27

F-28

F-29

F-30

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

G-9

AREA (SF)

4600.00

4600.00

4600.00

6364.00

6026.64

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

5883.84

5745.28

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

6026.64

5689.27

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

AREA (ac)

0.11

0.11

0.11

0.15

0.14

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.14

0.13

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.14

0.13

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

LOT AREA TABLE

BLOCK - LOT

G-10

G-11

G-12

G-13

G-14

G-15

G-16

G-17

G-18

G-19

G-20

G-21

G-22

G-23

G-24

G-25

G-26

G-27

G-28

G-29

H-1X

H-2

H-3

H-4

H-5

H-6

H-7

H-8

H-9

H-10

H-11

H-12

H-13

H-14

H-15

H-16

H-17

H-18

H-19

H-20

ROW-1

AREA (SF)

4600.00

4600.00

4600.00

4600.00

4600.00

5883.84

5745.28

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

5757.27

6148.88

6233.02

6841.40

94463.43

4600.00

4600.00

4600.00

4600.00

4859.25

4921.52

4921.52

7103.69

6891.14

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

4600.00

6332.09

427460.11

AREA (ac)

0.11

0.11

0.11

0.11

0.11

0.14

0.13

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.13

0.14

0.14

0.16

2.17

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.16

0.16

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.11

0.15

9.81

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15'B

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20' B.L.

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TYPICAL 40' LOT SETBACK DETAIL

20' B.L.

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L.115'

STATE OF TEXAS §

§

COUNTY OF COLLIN §

OWNER'S CERTIFICATE

STATE OF TEXASCOUNTY OF COLLIN

BEFORE ME, the undersigned, a Notary Public in and for said Countyand State, on this day personally appeared Sean Patton, known to meto be the person whose name is subscribed to the foregoing instrumentand acknowledged to me that he executed the same for the purposesand considerations therein.

WITNESS MY HAND AND SEAL OF OFFICE THIS THE ______ DAYOF _________, 20_________.

___________________________________Notary Public in and for the State of Texas

OWNER'S DEDICATION

KNOW ALL MEN BY THESE PRESENTS

That AJFUND, LLC, does hereby adopt this plat designating the hereinbefore described property as LAKE MEADOW, an Addition to the City ofPrinceton, Collin County, Texas, and do hereby dedicate to the public use forever all streets, rights-of-way, alleys and easements shown thereon. TheCity or any public utility shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements orgrowths in which any way endanger or interfere with the construction, maintenance or efficiency of its respective systems on any of these easements, andthe City or any public utility shall at all times have the right of ingress and egress to and from and upon the said easement for the purpose of constructing,reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This plat approved subject to all plattingordinances, rules, regulations, and resolutions of the City of Princeton, Texas.

BY: AJFUND, LLC.,

A TEXAS LIMITED LIABILITY CORPORATION

By: ______________________________SignatureTUAN ANH TRAN

STATE OF ______________ §

§

COUNTY OF ____________ §

BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared ______________________ ofAJFUND, LLC., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed thesame for the purpose and consideration therein expressed.

Given under my hand and seal of office this the ______ day of _____________________, 20______.

LOCAL G INTERSECTING LOCAL GNTS NTS

LOCAL TYPE G - FRONT ENTRY

SURVEYORS CERTIFICATION:

To: A.J. Fund, LLC, Niell Properties-Farm Series, LLC, Marian G. Niell, Trustee, Marian G. Niell 2012trust and Rita S. Wilson, trustee, Rita S. Wilson 2012 trust and First National Title Insurance Company.

I HEREBY CERTIFY THAT THIS SURVEY SUBSTANTIALLY CONFORMS TO THE PROFESSIONALAND TECHNICAL STANDARDS OF THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING,AND THAT THIS SURVEY WAS MADE ON THE GROUND, DECEMBER 18th, 2019.

_______________________________________Sean PattonRegistered Professional Land Surveyor No. 5660Kimley-Horn and Associates, Inc.401 No. Oklahoma Dr., Suite 105Celina, Texas 75009Ph. [email protected]




SURVEY DOCUMENT

LEGAL DESCRIPTION

46.717 ACRES

BEING a tract of land situated in the Hardin Wright Survey, Abstract No. 957, Cityof Princeton, Collin County, Texas and being a portion of those tracts of landconveyed to Niell Properties-Farm Series, LLC, according to the document filed ofrecord in Document Number 20150514000557550, Deed Records of CollinCounty, Texas and being more particularly described as follows:

BEGINNING at a Texas Department of Transportation (TXDOT) aluminum diskfound in the east line of F. M. Highway 982, for the northwest corner of that tractof land conveyed to Raymond P. Bona, according to the document filed of recordin Volume 1066, Page 884, Deed Records of Collin County, Texas, said disk alsobeing the most westerly corner of this tract;

THENCE with the east lines of said F.M. Highway, same being common with thewesterly lines of this tract the following two (2) courses and distances:

North 0°08'13" East, a distance of 94.05 feet to a TXDOT aluminum diskfound for corner;

North 10°26'31" East, a distance of 184.79 feet to a 5/8” iron rod with plasticcap stamped “ADAMS” found for the southwest corner of that tract of landreferred to as “First Tract” conveyed to Roger Dale Baker, et ux, Linda KayBaker, according to the document filed of record in Volume 1586, Page 550Deed Records Collin County, Texas and being the common northwest cornerof this tract;

THENCE North 89°09'19" East, with the south line of said Baker tract, same beingcommon with the north line of this tract, a distance of 2221.16 feet to a fencecorner post located at a “T” fence intersection, in the west line of that tract of landconveyed to VijayaKumar Penumundi, according to the document filed of record inInstrument Number 20150928001230650 and being the southeast corner of saidBaker tract, same being the common northeast corner of this tract;

THENCE South 1°51'27" West, with said west line, same being common with theeast line of this tract, a distance of 1258.56 feet to a Mag Nail found in CollinCounty Road #452 and the north line of that tract of land conveyed to AJE Group,

LLC according to the document filed of record in InstrumentNumber 20171204001603150, Deed Records Collin County, Texas, for thesoutheast corner of this tract, from which a 5/8” iron rod with plastic capstamped “SPIARS” found on the north side of said County Road bearsNorth 1°51'27" East, a distance of 15.78 feet;

THENCE South 89°44'42" West, with said north line, same being common with asouth line of this tract, a distance of 33.44 feet to a Mag Nail found in said CountyRoad, for the northwest corner of said AJE Group tract, same being common withthe northeast corner of that tract of land conveyed to Varma Penmatsa andspouse Sireesha Penmatsa according to the document filed of record inInstrument Number 20150604000663620, for a common corner of this tract;

THENCE South 89°56'34" West, with a portion of the north line of said Penmatsatract, same being common with a south line of this tract, a distance of 395.20 feetto a point in said County Road for the southeast corner of that tract of landconveyed to Sunday Sky Properties, Inc, according to the document filed of recordin Instrument Number 20170724000969280 Deed Records Collin County, Texasand being a common “ell” corner of this tract, from said point a 5/8” iron rod withplastic cap stamped “ADAMS” found on the north side of said road bearsNorth 1°12'00" West, 25.00 feet;

THENCE North 1°12'00" West, passing through said iron rod and leaving saidCounty Road, with the east line of said Sunday Sky Properties tract, same being acommon interior line of this tract, a distance of 272.28 feet to a 5/8” iron rod withplastic cap stamped “ADAMS” found for the northeast corner of said Sunday SkyProperties tract and being a common “ell” corner of this tract;

THENCE South 89°56'15" West, with the north line of said Sunday Sky Propertiestract and the north line of that tract of land conveyed to Earl Lynn Beckwith andPatricia Beckwith according to the document filed of record in Instrument Number20130802001089170, Deed Records Collin County, Texas, same being acommon south line of this tract, a distance of 320.02 feet to a 5/8” iron rod withplastic cap stamped “ADAMS” found for the northwest corner of said Beckwithtract and being a common corner of this tract;

THENCE over and across the above mentioned Niell Properties-Farm Series tractthe following four (4) courses and distances:

South 89°45'18" West, a distance of 997.39 feet to a 1/2" iron rod found forthe southwest corner of this tract;

North 0°20'43" West, a distance of 186.97 feet to a 5/8” iron rod with plasticcap stamped “ADAMS” found for a corner of this tract;

South 89°39'17" West, a distance of 93.01 feet to a 5/8” iron rod with plasticcap stamped “ADAMS” found for a corner of this tract;

North 0°00'00" East, a distance of 147.23 feet to a 5/8” iron rod with plasticcap stamped “ADAMS” found for the southeast corner of that tract of landconveyed to Christopher Chase Niell, according to the document filed ofrecord in Instrument Number 20140310000219930, Deed Records CollinCounty, Texas, same being a common corner of this tract;

THENCE North 0°15'37" East, with the east line of said Niell tract, same beingcommon with a west line of this tract, a distance of 221.44 feet to a 5/8” iron rodwith plastic cap stamped “ADAMS” found for the northeast corner of said Nielltract, same being a common “ell” corner of this tract;

THENCE North 89°39'12" West, with a portion of the north line of said Nielltract, same being a common line of this tract, a distance of 103.43 feet toa 5/8” iron rod with plastic cap stamped “ADAMS” found in said north line for thesoutheast corner of the above mentioned Bona tract and being acommon “ell” corner of this tract;

THENCE North 0°20'48" East, leaving said north line, with the east line of saidBona tract, same being a common west line of this tract, a distance of 125.00 feetto a 5/8” iron rod with plastic cap stamped “ADAMS” found for the northeastcorner of said Bona tract and being a common “ell” corner of this tract;

THENCE North 89°39'11" West, with the north line of said Bona tract, same beinga common line of this tract, a distance of 266.30 feet to the POINT OF

BEGINNING and containing 46.717 acres of land, more or less.

PRINCIPLE ARTERIAL TYPE A STREET SECTION NTS

C-6

FARM

ROAD

982

OH

EO

HE

OH

EO

HE

OH

E

OH

E

OH

E

OH

E

OH

E

OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

E

A-42

A-41

H-3

A-46

A-45

A-44

A-43

A-48

A-47

A-50

A-49

A-19A-20A-21A-22A-23A-24A-25A-28

A-39

A-29A-30A-31A-32A-26

H-8

H-7

H-6

H-5

B-19 B-20B-8 B-16B-9

B-2

B-10

B-3

B-11

B-4

B-12

B-5

B-13

B-6

B-14B-7

B-15

H-9

H-1X

G-20

G-21

G-22

G-23

G-16

G-24

G-17

G-25

G-18

G-19

F-22

F-30

F-23

F-24

F-25

F-26

F-27

F-16

F-28

F-21

F-29

G-6

G-14

G-1

G-7

G-15

G-2

G-8

G-9

G-3

G-10

G-26

G-11

G-4

G-12

G-5

G-13

G-28

H-16

H-17

H-10

H-18

H-11

H-19

H-12

H-20

H-13

H-14

H-15

B-1X

A-51X

B-21B-17

F-20

F-19

F-18

F-17

G-29

G-27

H-2

H-4

B-18

A-33

A-34

A-35

A-36

A-37

A-40X

A-38

A-27

PHASE 1

STREET B

STREET C

STREET C

STREET A

STR

EET

F

STR

EET

G

FM

982

STREET B

STR

EET

B

5' U.E.

5' U.E.5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E. 5' U.E.

5' U.E.


15' D.E.

DRAINAGEEASEMENT

DRAINAGEEASEMENT

20' SSWRESMT.

EXISTING 2-6'X4' MBCFL= 534.41

A-18A-19 A-17

F-2

F-10

F-3

F-11

F-4

F-12

F-5

F-13

F-6

F-14

F-7

F-15

F-8

F-1

F-9

B-21 B-22 B-23

5' U.E.

5' U.E.

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7053

05-L

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AN

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020

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PM



IN THE


DEVELOPER:

LAKE MEADOW


ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

OWNER:

FOR




ZONING: PD 21

VICINITY MAP

PRELIMINARY DRAINAGE PLAN

C-7


JCC

00 60' 120'

GRAPHIC SCALE 60'

MATC

H LIN

E SEE SHEET C

-8

SITE

COUNTY RD 452

FM 9

82




SURVEY DOCUMENT

Q100 = C*I*A

Q = FLOW IN CUBIC FEET PER SECOND (CFS)

C = RUNOFF COEFFICIENT = 0.40 (PARK AREA)0.65 (SINGLE FAMILY)0.55 (SINGLE FAMILY ESTATE)0.30 (UNDEVELOPED)0.90 (STREET)

I = INTENSITY (TIME OF CONCENTRATION = TC)

TC OF 15 MINUTES (ALL RESIDENTIAL) = 7.86 IN/HR

A = DRAINAGE AREA IN ACRES

DRAINAGE DESIGN CRITERIA

PROPERTY LINE

PROPOSED STORM DRAIN LINE

PROPOSED DRAINAGE DIVIDE

PROPOSED STORM DRAIN INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN HEADWALL

PROPOSED FLOW DIRECTION

EXISTING OVERHEAD POWER LINE

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING WATER METER

EXISTING SANITARY SEWER MANHOLE

EXISTING CONTOUR

USACE FLOWAGE EASEMENT

LEGEND

AREA DESIGNATOR

AREA IN ACRES

Q100 FLOW IN CFS

POND OUTFALLSTRUCTURE

POND OUTFALLSTRUCTURE

DETENTION POND

DETENTION POND

GENERAL NOTES1. SYSTEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION AT TIME OF DESIGNAND FINAL PLAT

2. STORM DRAIN SIZING TO BE DETERMINED AT TIME OF DESIGN.

3. SEE PRELIMINARY UTILITY PLAN FOR ADDITIONAL PROJECT INFORMATION.

4. THE DRY LANE REQUIREMENT IS WAIVED FOR THIS PROJECT

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

B-39B-38

C-6A-10A-18 A-11A-19 A-12A-13A-14A-15A-16A-17 A-9

A-4

A-6

A-7

A-8

A-2

A-3

C-1

C-2

C-3

C-4

C-5

B-36 B-37B-26 B-28 B-29 B-34

F-2

F-10

F-3

F-11

F-4

F-12

F-5

F-13

F-6

F-14

F-7

F-15

F-8

F-1

F-9

E-8

E-16

E-24

E-1

E-9

E-17

E-25

E-2

E-10

E-18

E-26

E-3

E-11

E-19

E-27 E-4

E-12

E-20

E-28

E-5

E-13

E-21

E-29

E-6

E-14

E-22

E-30

E-7

E-15

E-23

D-3

D-11

D-19

D-27

D-4

D-12

D-20

D-28

D-5

D-13

D-21

D-29 D-6

D-14

D-22

D-30

D-7

D-15

D-23

D-31

D-8

D-16

D-24

D-9

D-17

D-25

D-2

D-10

D-18

D-26

B-45

B-44

B-43

B-42

B-40

B-48

B-47

B-46

C-10

C-11

C-12

C-13

C-14

C-7

C-15

C-8

C-9

D-1X

ROW-1

B-21 B-22 B-23 B-24 B-25 B-27 B-30 B-31 B-32 B-33 B-35

B-41

D-32

A-1X

A-5

PHASE 2

STREET C

STREET B

STR

EET

DST

REE

T D

STREET E

STR

EET

H

STR

EET

I

5' U.E.

COUNTY RD 452

5' U.E.5' U.E.

5' U.E.

5' U.E.5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.5' U.E.

5' U.E.

20' S.S.E.

OHEOHEOHEOHEOHEOHE

A-19A-20A-21A-22A-23A-24

B-19 B-20

F-22

F-30

F-23

F-24

F-25

F-26

F-27

F-16

F-28

F-21

F-29

G-11

B-21

F-20

F-19

F-18

F-17

B-18

STREET B

STREET C

STR

EET

G

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

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1:59

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7053

05-L

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PL

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(2)

]L

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SA

VE

D2/

27/2

020

3:04

PM



IN THE


DEVELOPER:

LAKE MEADOW


ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

OWNER:

FOR




ZONING: PD 21

VICINITY MAP


C-8


JCC

00 60' 120'

GRAPHIC SCALE 60'

SITE

COUNTY RD 452

FM 9

82




SURVEY DOCUMENT

MAT

CH

LIN

E SE

E SH

EET

C-7

GENERAL NOTES1. SYSTEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION AT TIME OF DESIGNAND FINAL PLAT

2. STORM DRAIN SIZING TO BE DETERMINED AT TIME OF DESIGN.

3. SEE PRELIMINARY UTILITY PLAN FOR ADDITIONAL PROJECT INFORMATION.

4. THE DRY LANE REQUIREMENT IS WAIVED FOR THIS PROJECT

Q100 = C*I*A

Q = FLOW IN CUBIC FEET PER SECOND (CFS)

C = RUNOFF COEFFICIENT = 0.40 (PARK AREA)0.65 (SINGLE FAMILY)0.55 (SINGLE FAMILY ESTATE)0.30 (UNDEVELOPED)0.90 (STREET)

I = INTENSITY (TIME OF CONCENTRATION = TC)

TC OF 15 MINUTES (ALL RESIDENTIAL) = 7.86 IN/HR

A = DRAINAGE AREA IN ACRES

DRAINAGE DESIGN CRITERIA

PROPERTY LINE

PROPOSED STORM DRAIN LINE

PROPOSED DRAINAGE DIVIDE

PROPOSED STORM DRAIN INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN HEADWALL

PROPOSED FLOW DIRECTION


EXISTING WATER LINE


EXISTING STORM DRAIN LINE

EXISTING POWER POLE




EXISTING CONTOUR

USACE FLOWAGE EASEMENT

LEGEND

AREA DESIGNATOR

AREA IN ACRES

Q100 FLOW IN CFS

DRAINAGE AREA TABLE

DRAINAGEAREANO.

DA-B19

DA-B20

DA-B21

DA-B22

DA-B23

DA-B24

DA-B25

DA-C1

DA-C2

DA-D1

DA-D2

DA-D3

DA-OS1

DA-OS2

DA-OS3

DA-OS4

DA-OS5

POND-A1

POND-B1

AREA(ac)

1.12

0.21

1.40

0.15

2.01

0.08

0.37

0.22

0.88

0.16

0.15

1.06

1.38

2.77

5.18

0.16

0.30

1.66

2.30

RUNOFFCOEFFICIENT

"C"

0.65

0.65

0.65

0.65

0.40

0.65

0.65

0.65

0.65

0.65

0.65

0.40

0.55

0.30

0.30

0.90

0.90

0.65

0.65

TIME OFCONCENTRATION

(minutes)

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

RAINFALLINTENSITY"I"100 (in/hr)

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

TOTAL FLOWQ100 (cfs)

5.7

1.1

7.1

0.7

6.3

0.4

1.9

1.1

4.5

0.8

0.8

3.3

6.0

6.5

12.2

1.1

2.1

8.5

11.7

DRAINAGE AREA TABLE

DRAINAGEAREANO.

DA-14

DA-A1

DA-A2

DA-A3

DA-A4

DA-A5

DA-A6

DA-A7

DA-A8

DA-A9

DA-A10

DA-A11

DA-A12

DA-A13

DA-A15

DA-A16

DA-A17

DA-A18

DA-A19

DA-A20

AREA(ac)

0.73

0.77

0.61

1.47

0.85

0.61

0.61

1.92

0.76

0.61

0.60

0.32

1.29

0.73

0.84

0.41

0.72

0.47

0.90

0.44

RUNOFFCOEFFICIENT

"C"

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65


(minutes)

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15


7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86


3.7

4.0

3.1

7.5

4.3

3.1

3.1

9.8

3.9

3.1

3.1

1.6

6.6

3.7

4.3

2.1

3.7

2.4

4.6

2.2

DRAINAGE AREA TABLE

DRAINAGEAREANO.

DA-A21

DA-A22

DA-B1

DA-B2

DA-B3

DA-B4

DA-B5

DA-B6

DA-B7

DA-B8

DA-B9

DA-B10

DA-B11

DA-B12

DA-B13

DA-B14

DA-B15

DA-B16

DA-B17

DA-B18

AREA(ac)

0.94

1.11

1.35

1.12

1.31

0.35

0.41

1.12

1.12

0.61

1.11

1.24

1.24

0.28

1.00

1.12

1.12

0.31

0.91

1.12

RUNOFFCOEFFICIENT

"C"

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65

0.65


(minutes)

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15


7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86

7.86


4.8

5.6

6.9

5.7

6.7

1.8

2.1

5.7

5.7

3.1

5.6

6.3

6.4

1.4

5.1

5.7

5.7

1.6

4.6

5.7

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L_C

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\067

7053

05-L

AK

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(3)

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AST

SA

VE

D2/

27/2

020

3:04

PM



IN THE


DEVELOPER:

LAKE MEADOW


ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

OWNER:

FOR




ZONING: PD 21

VICINITY MAP


C-9


JCC

SITE

COUNTY RD 452

FM 9

82




SURVEY DOCUMENT

OH

EO

HE

OH

EO

HE

OH

E

OH

E

OH

E

OH

E

OH

E

OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

OHE

OHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

E

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

A-42

A-41

H-3

A-46

A-45

A-44

A-43

A-48

A-47

A-50

A-49

A-19A-20A-21A-22A-23A-24A-25A-28

A-39

A-29A-30A-31A-32A-26

H-8

H-7

H-6

H-5

B-19 B-20B-8 B-16B-9

B-2

B-10

B-3

B-11

B-4

B-12

B-5

B-13

B-6

B-14B-7

B-15

H-9

H-1X

G-20

G-21

G-22

G-23

G-16

G-24

G-17

G-25

G-18

G-19

F-22

F-30

F-23

F-24

F-25

F-26

F-27

F-16

F-28

F-21

F-29

G-6

G-14

G-1

G-7

G-15

G-2

G-8

G-9

G-3

G-10

G-26

G-11

G-4

G-12

G-5

G-13

G-28

H-16

H-17

H-10

H-18

H-11

H-19

H-12

H-20

H-13

H-14

H-15

B-1X

A-51X

B-21B-17

F-20

F-19

F-18

F-17

G-29

G-27

H-2

H-4

B-18

A-33

A-34

A-35

A-36

A-37

A-40X

A-38

A-27

PHASE 1

STREET B

STREET C

STREET C

STREET A

STR

EET

F

STR

EET

G

FM

982

STREET B

STR

EET

B

5' U.E.

5' U.E.5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E. 5' U.E.

5' U.E.


15' D.E.

DRAINAGEEASEMENT

DRAINAGEEASEMENT

20' SSWRESMT.


10' TRAIL

10" S

SWR

CONNECT TO EXISTINGCULLEOKA WSC 8"WATER MAIN

EXISTING 8"WATER MAIN(CULLEOKA WSC)

10" SSWR

10" S

SWR

10" S

SWR

AJFUND LLC6.24 AC

NIELL PROPERTIES-FARM SERIES LLC5.75 AC

20' SSWR ESMT (BYSEPARATE INSTRUMENT)

8" SSWR8"

SSW

R

CR 452

OHEOHEOHE

A-18A-19 A-17

F-2

F-10

F-3

F-11

F-4

F-12

F-5

F-13

F-6

F-14

F-7

F-15

F-8

F-1

F-9

B-21 B-22 B-23

5' U.E.

5' U.E.

10" SSWR

18" STEEL CASING PIPE

C-10

PLO

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ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

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FOR




ZONING: PD 21

VICINITY MAP

PRELIMINARY UTILITY PLAN

XXX

2 3 4 5

11 12 13 14 15

WATER LINE

ROW LINE

ROW LINE

2'

S.S. LINE

TYPICAL LOT SERVICE DETAILS.S. SERVICE TO BE LOCATED AT CENTER OF LOT ANDWATER SERVICE TO BE LOCATED 2' DOWNSTREAM OFLOT LINE ON THE HIGH SIDE OF THE LOT.

LOT

LIN

E

LOT

LIN

E

2'

PROPERTY LINE

PROPOSED SANITARY SEWER LINE

PROPOSED WATER LINE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER CLEANOUT

SANITARY SEWER FLOW DIRECTION

PROPOSED FIRE HYDRANT

PROPOSED TAPPING SLEEVE & VALVE

PROPOSED AUTO FLUSH VALVE

IRRIGATION SLEEVE


EXISTING WATER LINE


EXISTING STORM SEWER LINE

EXISTING POWER POLE




UTILITY LEGEND

R.O

.W.

50' RIGHT-OF-WAY

31' B-B

R.O

.W.

TYPICAL UTILITY LOCATION

WATER

SANITARYSEWER

STORMSEWER

C.L.

9.5'(TYPICAL)

9.5'(TYPICAL)

5'

7'

SIDEWALKSIDEWALK

1' 1'

FRANCHINSEPLACEMENT

(2' MINDEPTH)

1'

FRANCHINSEPLACEMENT

(2' MINDEPTH)

4'

U.E. U.E.

1. WATER AND SANITARY SEWER SEPARATION (VERTICAL ANDHORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQREQUIREMENTS.

2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIESPRIOR TO CONSTRUCTION.

3. ALL SANITARY SEWER LINES ARE 8" UNLESS OTHERWISE NOTED.

SEWER GENERAL NOTES

1. FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICALREPRESENTATION ONLY. CONTRACTOR TO LOCATE ANDCONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENTCITY/JURISDICTIONAL DESIGN STANDARDS AND DETAILS.CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES AREDISCOVERED PRIOR TO BEGINNING CONSTRUCTION.



4. FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEES ANDVALVES.

5. ALL FIRE HYDRANTS TO BE LOCATED AT PCCRS OR LOT LINES.

6. ALL WATERLINES ARE 8" UNLESS OTHERWISE NOTED.

7. ALL WATERLINE CURVES ARE CONCENTRIC AND PARALLEL TOTHE STREET CENTERLINES UNLESS OTHERWISE NOTED.

8. ALL GATE VALVES AND WATER METERS SHALL BE PLACED CLEAROF BARRIER-FREE RAMPS.

WATER GENERAL NOTES




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SCALE: 1" = 2,000'

00 60' 120'

GRAPHIC SCALE 60'

MATC

H LIN

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-11

SITE

COUNTY RD 452

FM 9

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MAT

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OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

B-39B-38

C-6A-10A-18 A-11A-19 A-12A-13A-14A-15A-16A-17 A-9

A-4

A-6

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B-36 B-37B-26 B-28 B-29 B-34

F-2

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C-8

C-9

D-1X

ROW-1

B-21 B-22 B-23 B-24 B-25 B-27 B-30 B-31 B-32 B-33 B-35

B-41

D-32

A-1X

A-5

PHASE 2

STREET C

STREET B

STR

EET

DST

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T D

STREET EST

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T H

STR

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I

5' U.E.

COUNTY RD 452

5' U.E.5' U.E.

5' U.E.

5' U.E.5' U.E.

5' U.E.

5' U.E.

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5' U.E.

5' U.E.

5' U.E.

5' U.E.

5' U.E.5' U.E.

5' U.E.

20' S.S.E.

CONNECT TO EXISTINGWATER MAIN

8" SSWR

EXISTING 8"CULLEOKA WSCWATER MAIN

8" WATER STUB

12" PROPOSED WATERMAIN (CITY OF PRINCETON)

8" SSWR STUBEG = 583.08" OUT FL = 568.0FL DEPTH = 15.0

8" SSWR STUBEG = 583.58" OUT FL = 568.5FL DEPTH = 15.0

OHEOHEOHEOHEOHEOHE

A-19A-20A-21A-22A-23A-24

B-19 B-20

F-22

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ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

OWNER:

FOR




ZONING: PD 21PRELIMINARY UTILITY PLAN

XXX

2 3 4 5

11 12 13 14 15

WATER LINE

ROW LINE

ROW LINE

2'

S.S. LINE


LOT

LIN

E

LOT

LIN

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2'

PROPERTY LINE


PROPOSED WATER LINE







IRRIGATION SLEEVE


EXISTING WATER LINE



EXISTING POWER POLE




UTILITY LEGEND

R.O

.W.

50' RIGHT-OF-WAY

31' B-B

R.O

.W.


WATER

SANITARYSEWER

STORMSEWER

C.L.

9.5'(TYPICAL)

9.5'(TYPICAL)

5'

7'

SIDEWALKSIDEWALK

1' 1'

FRANCHINSEPLACEMENT

(2' MINDEPTH)

1'

FRANCHINSEPLACEMENT

(2' MINDEPTH)

4'

U.E. U.E.




SEWER GENERAL NOTES

1. FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICALREPRESENTATION ONLY. CONTRACTOR TO LOCATE ANDCONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENTCITY/JURISDICTIONAL DESIGN STANDARDS AND DETAILS.CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES AREDISCOVERED PRIOR TO BEGINNING CONSTRUCTION.








WATER GENERAL NOTES




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DATE KH PROJECT NO.

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ZONING: PD 21

00 60' 120'

GRAPHIC SCALE 60'

VICINITY MAPVICINITY MAPSCALE: 1" = 2,000'

SITE

COUNTY RD 452

FM 9

82

MAT

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STREET B

STREET C

STREET C

STREET C

STREET A

STREET B

STR

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STREET E

STR

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F

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STREET B

STR

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B

COUNTY RD 452

WWWWWWWWWWWWWWWWWWWWW

WW

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BAKER LINDA KAY8.8519 ACRES


FARNSWORTHDEAN L. JR. &

MADISON1.0 ACRES

BECKWITH EARLLYNN & PATRICIA

1.0 ACRES


NIELL PROPERTIES -823 FM 982 SERIES

LLC0.2814 ACRES





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DATE KH PROJECT NO.JCC MRD January 2020 067705305

DOG PARK/OPEN SPACE

0.60 AC

OPEN SPACE0.29 AC


1.02 AC

PLAYGROUND/OPEN SPACE

2.17 AC

OPEN SPACE1.20 AC


1.70 AC

10' TRAIL

TRASHRECEPTACLE

PLAYGROUNDSTRUCTURE WITH 3BENCHES & TRASHRECEPTACLE

5' CONCRETE SIDEWALKWITH 2 BENCHES

5' CONCRETE SIDEWALKWITH 2 BENCHES

PASSIVE OPEN SPACE WITH 3BENCHES & 2' RETAINING WALL

NOTE:ALL OPEN SPACE AREAS SHALL RECEIVE LANDSCAPINGCONSISTING OF TREES, SHRUBS, SOD AND IRRIGATION.

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249 646.717

HARDIN WRIGHT 957

Pulte Group9111 Cypress Waters Blvd,Suite 100Coppell 75019

Jon Patredis

AJFund, LLC100 N. Central Expressway,Suite 514Richardson 75080

Tuan Anh Tran

RESIDENTIAL LOTS / OPEN SPACE LOTSBEING ACRES

OUT OF THESURVEY, ABSTRACT NO.

IN THE


DEVELOPER:

LAKE MEADOW


ENGINEER/SURVEYOR:OWNER:

FOR

, TXContact:

, TXContact:

ZONING: PD 21

00 100' 200'

GRAPHIC SCALE 100'

S.W.E.

D.E.

S.S.E.

HOA

B.L.

W.M.E.

U.E.


PARK EXHIBIT

JCC

SITE

COUNTY RD 452

FM 9

82

PROPERTY LINE

PHASE LINE

EXISTING CONTOUR



EXISTING MANHOLE

UTILITY EASEMENT

SIDEWALK EASEMENT

DRAINAGE EASEMENT



BUILDING LINE


LEGEND

555

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PRIN

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PRINCETON CITY LIMITS

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20.0' 10.0'

CONNECT TO EXISTINGSSWR MHRIM: 525.0FL: 517.0

10" SSWR

10" SSWR10" SSWR

10" SSWR

PRINCETON ISD13.99 AC

CALDWELL DURRIE LEE0.24 AC

NORTH TEXAS MUNICIPAL WATERDISTRICT4.62 AC

NORTH TEXAS MUNICIPALWATER DISTRICT

0.41 AC

18" STEEL CASING PIPE

GEO

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PROPOSED ROW

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EXISTING 8"WATER MAIN(CULLEOKA WSC)

NIELL PROPERTIES-FARM SERIES LLC5.75 AC


CR 452

C-12

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ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

OWNER:

FOR




ZONING: PD 21OFFSITE PRELIMINARY UTILITY PLAN

XXX

2 3 4 5

11 12 13 14 15

WATER LINE

ROW LINE

ROW LINE

2'

S.S. LINE


LOT

LIN

E

LOT

LIN

E

2'

PROPERTY LINE


PROPOSED WATER LINE







IRRIGATION SLEEVE


EXISTING WATER LINE



EXISTING POWER POLE




UTILITY LEGEND

R.O

.W.

50' RIGHT-OF-WAY

31' B-B

R.O

.W.


WATER

SANITARYSEWER

STORMSEWER

C.L.

9.5'(TYPICAL)

9.5'(TYPICAL)

5'

7'

SIDEWALKSIDEWALK

1' 1'

FRANCHINSEPLACEMENT

(2' MINDEPTH)

1'

FRANCHINSEPLACEMENT

(2' MINDEPTH)

4'

U.E. U.E.




SEWER GENERAL NOTES1. FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICAL

REPRESENTATION ONLY. CONTRACTOR TO LOCATE ANDCONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENTCITY/JURISDICTIONAL DESIGN STANDARDS AND DETAILS.CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES AREDISCOVERED PRIOR TO BEGINNING CONSTRUCTION.








WATER GENERAL NOTES




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ENGINEER/SURVEYOR:


DATE KH PROJECT NO.

OWNER:

FOR




ZONING: PD 21

00 60' 120'

GRAPHIC SCALE 60'

VICINITY MAPVICINITY MAPSCALE: 1" = 2,000'

SITE

COUNTY RD 452

FM 9

82

MAT

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FP20190297 – Final Plat – a 88.208 acre tract of land situated in the John Snyder Survey, Abstract No. 865, City of Princeton, Collin County, Texas. – LGI Homes-Texas, LLC, Applicant – Pape-Dawson Engineers, Inc., Engineer/Representative. STAFF REPORT I. SITE DATA

Existing Zoning: PD-13 Existing use: Agricultural Lot Size: 88.125 Acres Direction Zoning Existing Land Use

North N/A Agricultural East N/A Agricultural

South PD-13 Agricultural West C-2 C-2 Commercial


Report

REQUEST Applicant requests Commission recommend approval of final plat submittal to the City Council. Request is for subdivision of 331Residential Lots & 19 Common Area Lots. II. PROCESS (b) Standards for approval. No final plat shall be approved by the director, the commission or the council unless the following standards have been met:

(1) The plat substantially conforms to the preliminary plat. (2) Required public improvements have been constructed and accepted or a development agreement has been accepted by the city council providing for the subsequent completion of improvements. (3) The plat conforms to applicable zoning and other regulations. (4) Provision has been made for adequate public facilities under the terms of this chapter. (5) The plat meets all other requirements of this chapter.

The commission shall recommend, and the city council shall approve a plat if:

(1) It conforms to the general plan of the city and its current and future streets, alleys, parks, playgrounds, and public utility facilities; (2) It conforms to the general plan for the extension of the city and its roads, streets, and public highways within the city and its ETJ, taking into account access to and extension of sewer and water mains and the instrumentalities of public utilities; (3) A bond required under V.T.C.A., Local Government Code § 212.0106, as amended, if applicable, is filed with the city; and (4) It conforms to these regulations.

(c) Approval procedure. After administrative review of the final plat, and a determination made that all technical requirements of these regulations are satisfied, the director shall file the final plat, and place the final plat for consideration and action on the agenda of a public meeting of the commission. Minor plats may be approved by the director or referred to the commission in accordance with section 35-4(b). In the event of disapproval, reasons for disapproval shall be stated. Major plats can only be approved by the city council, after review by the director and consideration and action (or inaction) by the commission. One copy of the final subdivision plat shall be returned to the applicant with the date of approval or disapproval noted on the final plat, and, if the final plat is disapproved, the reasons for disapproval accompanying the final plat. The final plat shall be approved if it satisfies the requisites set forth in subsection (b) above.


1. Recommend Approval to City Council of Final Plat FP20180297 2. Recommend Denial to City Council of Final Plat FP20180297


Final Plat Meeting before the commission July 20, 2020

City Council Final Plat Meeting before the City Council July 27, 2020

IV. STAFF RECOMMENDATION Recommend Approval of Final Plat FP20180297 The proposed subdivision has been reviewed by City Staff & City Engineers and the proposal is in general conformance with applicable City Ordinances.


kimley-horn.com 260 East Davis Street, Suite 100, McKinney, TX 75069 469.301.2580

July 15, 2020 Via Email to: [email protected] Shawn Fort, CFM, Director of Development Services City of Princeton 123 W. Princeton Drive Princeton, TX 75407 RE: Recommendation of Acceptance Letter

Princeton Crossroads Single Family KHA No. 064551064

Dear Shawn: On July 14, 2020, personnel from Kimley-Horn and Associates, the City of Princeton and the contractors that performed the work completed a final walk-through of the single-family portion of the Princeton Crossroads development named Princeton Crossroads. The improvements are in general accordance with the plans and City standards and we recommend acceptance of the project. Minor outstanding issues have been listed in the punch-list sent via email on July 14, 2020. The maintenance period for this project will begin upon filing of the Final Plat by the City of Princeton. Please provide copies of the maintenance bonds, TV inspection videos and record drawings for our records. Should you have any questions or comments please do not hesitate to contact me. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC.

Joseph E. Helmberger, P.E.


FP20190039 – Final Plat – being a 1.305 acre tract of land in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas., – SHM National LLC, – Applicant. STAFF REPORT I. SITE DATA

SITE DATA Existing Zoning: C-2 Existing use: None Lot Size: 1.305 Acres Direction Zoning Existing Land Use

North C-1 Commercial East C-1 Commercial

South C-2 Agricultural West C-1 Agricultural

REQUEST


Report

Applicant requests Commission recommend approval of final plat submittal to the City Council request is for subdivision of 1 Commercial lot for a Car Wash. II. PROCESS (b) Standards for approval. No final plat shall be approved by the director, the commission or the council unless the following standards have been met:

(1) The plat substantially conforms to the preliminary plat. (2) Required public improvements have been constructed and accepted or a development agreement has been accepted by the city council providing for the subsequent completion of improvements. (3) The plat conforms to applicable zoning and other regulations. (4) Provision has been made for adequate public facilities under the terms of this chapter. (5) The plat meets all other requirements of this chapter.

The commission shall recommend, and the city council shall approve a plat if:

(1) It conforms to the general plan of the city and its current and future streets, alleys, parks, playgrounds, and public utility facilities; (2) It conforms to the general plan for the extension of the city and its roads, streets, and public highways within the city and its ETJ, taking into account access to and extension of sewer and water mains and the instrumentalities of public utilities; (3) A bond required under V.T.C.A., Local Government Code § 212.0106, as amended, if applicable, is filed with the city; and (4) It conforms to these regulations.

(c) Approval procedure. After administrative review of the final plat, and a determination made that all technical requirements of these regulations are satisfied, the director shall file the final plat, and place the final plat for consideration and action on the agenda of a public meeting of the commission. Minor plats may be approved by the director or referred to the commission in accordance with section 35-4(b). In the event of disapproval, reasons for disapproval shall be stated. Major plats can only be approved by the city council, after review by the director and consideration and action (or inaction) by the commission. One copy of the final subdivision plat shall be returned to the applicant with the date of approval or disapproval noted on the final plat, and, if the final plat is disapproved, the reasons for disapproval accompanying the final plat. The final plat shall be approved if it satisfies the requisites set forth in subsection (b) above.


1. Recommend Approval to City Council of Final Plat FP20190039 2. Recommend Denial to City Council of Final Plat FP20190039


Final Plat Meeting before the commission July 20, 2020

City Council Final Plat Meeting before the City Council July 27, 2020

IV. STAFF RECOMMENDATION Recommend Approval of Final Plat FP20190039 The proposed subdivision has been reviewed by City Staff & City Engineers and the proposal is in general conformance with applicable City Ordinances.


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SHEET 1 OF 1

DATE:

FIELD DATE:

JOB NO.:

DRAWING:

PARTY CHIEF:

SCALE:

GF #:

TITLE CO.:

LENDER:

PURCHASER:

REVISIONS:

P.O.

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PLACE OFBEGINNING

AUTOMOTIVE PLAZA ADDITIONOF

LOT 1, BLOCK A

FINAL PLAT

(US HWY 380)

(US HWY 380)

W PRINCETON DR

CITY OFPRINCETON, TX

SITE

scale: 1"=30'

0 30 60

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U. S. HIGHWAY NO.380

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LEGEND

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ADJACENT PROPERTY LINE

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EASEMENT LINE

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PRINCETON 55 LTD

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9.3255 ACRE TRACT

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D20070219000228440, D.R.C.C.T.

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HARDIN WRIGHT SUR# 957

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SHEET 2, TRACT 361

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SHM NATIONAL, LLC

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inst#20180525000642560

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1.20 ACRES (52,146 SF)

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ZONE=C2

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Notes: 1) Bearing based on Texas Plane Coordinate System, Texas North Central Zone 4202, NAD 83. 2) Subject tract located within Zone 'X' as scaled from F.I.R.M. Panel 48085C02595J, dated June 2, 2009; Zone 'X' being defined as "areas determined to be outsidethe 0.20% annual chance floodplain." 3) verify exact location of underground utilities prior to digging for construction. 4) Selling a portion of this addition by metes and bounds is a violation of City ordinancce and State Law, and is subject to fines and withholding of utilities and building permit.

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LOT 1, BLOCK A

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AUTOMOTIVE PLAZA ADDITION

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Being all part of 1.305 acres of land described in a deed to SHM Natinal, LLC as recorded under DOC#20180525000642560 of the Official Public Records of Collin County, Texas TOTAL = 1.1949 ACRES (52,050.06 SQARE FEET) HARDIN WRIGHT SURVEY, A 951

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SURVEYOR: PROBECK LAND SURVEYORS PO BOX 550695 DALLAS,TEXAS 75355-0695 (214) 549-5349 TBPLS FIRM NO. 10042600

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OWNER: SHM NATIONAL, LLC CONTACT: Salah Alrousan, President 100 Timbershade Dr Red Oak, TX 75154-4651

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DQ PRINCETON ADDITION

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1.114 ACRES

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BEXIMCO ENTERPRISE LLC

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inst#20180507000555760

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D.R.C.C.T.=DEED RECORDS OF COLLIN COUNTY, TEXAS

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THE STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared LARRY LARRY A PROBECK, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated and as the act and deed therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _____________day of_____________,2020 _____________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS My Commission Expires: ___________________, ________.

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SURVEYOR'S AFFIRMATION I, LARRY A PROBECK, a Registered Professional Land Surveyor, licensed by the State of Texas affirm that this plat was prepared under my direct supervision, from recorded documentation, evidence collected on the ground during field operations and other reliable documentation; and that this plat substantially complies with the Rules and Regulations of the Texas Board of Professional Land Surveying, Texas Local Government Code, Chapter 212, and the subdivision rules and regulations of the City of Garland, Texas. I further affirm that monumentation shown hereon was either found or placed as described hereon and is in substantial compliance with the City of Garland Development Code and that the digital drawing files accompanying this plat is precise representation of this Signed Final Plat.. Dated this the ____________________day of _____________________________________,2020 _________________________________________________________________________ (Larry A Probeck) Texas Registered Professional Land Surveyor No. 5187

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OVERALL MAP

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NOT TO SCALE

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MAGNETIC

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ANGELINA DR

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RAND DR

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PINE FOREST DR

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ARIZONA DR

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LAMBARDY DR

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JUNIPER DR

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MEADOW TRAIL

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TOWN SQUARE RD

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QUAIL LN

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LAVACA DR

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SHUMARD DR

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CYPRESS BEND DR

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CEDAR CREEK DR

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COLLIN CR

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CEDAR COVE DR

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CREEKWOOD DR

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CROSSCREEK DR

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STONECREEK DR

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CREEKSIDE DR

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TIMBER DR

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CREEKVIEW DR

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RUNNIG CREEK DR

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COLLIN CR

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WATERVIEW DR

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COLLIN CR

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PROP. 15' SANI. SEWER ESMNT.

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The NTMWD easement restricts cosntruction of permanent structures such as foundations, walls, pools and permanent storage buildings. Items such as driveways, fences/pasts no deeper than two feet below orginal ground, sprinkler systems and normal landscaping plans/(no trees) that encroach on the NTMWD easements are allowed. However, the NTMWD assumes no responsibility for damages resulting from the need to repair or maintain the NTMWD pipelines. Further, any cost for repair for damage to the pipelines resulting from construction by the developer, contractor or owner will be the responsibility of the developer, contractor or owner.

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VOL 512/PG 529

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22' NTMWD ESMNT

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"Recommended for Approval" _____ Chairman, Planning and Zoning Commission City of Princeton, Texas _____ _____ _____ Date "Approved" _____ Mayor, City of Princeton, Texas _____ _____ _____ Date

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CERTIFICATE OF COMPLETION "Accepted" _____ Mayor, City of Princeton, Texas _____ _____ _____ Date

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The undersigned, the City Secretary of the City of Princeton, Texas, hereby certifies that the foregoing final plat of the AUTOMOTIVE PLAZA ADDITION to the City of Princeton was submitted to the City Council on the _____ day of _______ 2020, to the City of Princeton was submitted to the City Council on the _____ day of _______ 2020, and the Council, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public placed, and water and sewer lines as shown and set forth in and upon said plat and said Council further authorized the Mayor to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this _______ day of _______, A.D., 2020. _____________ City Secretary City of Princeton, Texas

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BY THIS PLAT

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NTMWD = NORTH TEXAS MUNICIPAL STREET

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SUBJECT PROPERTY LINE

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IRS= IRON ROD SET

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IRF= IRON ROD FOUND

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S 89°52'53"W 147.81'

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N 00°35'09"W 385.22'

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S00°35'09"E 319.08'

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FOUND (C.M.)

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2" IRON PIPE

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FOUND (C.M.)

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5/8" IRON ROD

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1.1949 ACRES

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HARDIN WRIGHT SURVEY

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ABSTRACT NO. 957

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WKHJ INVESTMENTS, L.L.C.

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CALLED 0.95 ACRE

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#20150811001007740, O.P.R.C.C.T.

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159.66'

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IR

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125.88'

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106.59'

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47.68'

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ALUM. TxDOT MON FND. (C.M.)

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ALUM. TxDOT MON FND. (C.M.)

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("X") SET

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52,050.06 SQ. FT.

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SHM NATIONAL, L.L.C.

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#20180525000642560, O.P.R.C.C.T.

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144.71'

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FILE#2019062600074680

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M.A.E.

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O.P.R.C.C.T.

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O.P.R.C.C.T.= OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS

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M.A.E.= MUTUAL ACCESS EASEMENT

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FILE#2019062600074680

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M.A.E.

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P.R.C.C.T.

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LOT 1, BLOCK 1

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VOL 2019/PG 268

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INSTRU#20190404010001640

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O.P.R.C.C.T.

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FILE#2019062600074680

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M.A.E.

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O.P.R.C.C.T.

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15' SANI. SEWER ESMNT.

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FILE#20181018001300040

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SANI= SANITARY

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PROP.=PROPOSED

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(PLAT N00°41'54"E 382.85')

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C.M. =CONTROLLING MONUMENT

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CUT CROSS

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OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § BEING all that certain lot, tract or parcel of land located in the Hardin Wright Survey, Abstract no. 957, City of Princeton, Collin County, Texas, being described as all part of 1.1949 (called 1.305 acres) acre (52,050.06 sq. ft.) tract of land in deed to SHM National, LLC, according to the Deed Recorded in Document no. 20180525000642560 of the Deed Records of Collin COunty, Texas (DRCCT), said Lot, Tract or Parcel of land being more particularly described as follows: BEGINNING at a 2" iron pipe found in the southeast corner of said 1.305 acre tract and southwest corner of 0.95 acre tract of land deeded to the WKHJ investments as described in deed recorded in Doc#20150811001007740 of the DRCCT; THENCE South 89° 52' 53" West, a distance of 147.81 feet for the southwest corner of said 1.305 acre tract to a 5/8" ironrod found; the same being the southeast corner of 1.114 acre tract out of lot 1, block 1, DQ Princeton Addition as recorded in instrument no. 20190404010001640, Official public records of Collin County, Texas; THENCE North 00° 35' 09" West, a distance of 385.22 feet (called N00°41'54"E 382.85' per said DQ Princeton Addition) to the across cut "x" set for northwest corner of said 1.305 acre tract; being a point in the south line of US Highway 380 and northeast corner of said 1.114 acre tract; THENCE South 66° 08' 21" East a distance of 162.43 feet along south line of US HWY 380 and north line of said 1.305 acretract to the northeast corner of said 1.305 acre tract; same being the northwest corner of said 0.95 acre tract; THENCE South 00° 35' 09" East (control line), along east line of said 1.305 acre tract and west line of said 0.95 acre tract, adistance of 319.08 feet to the PLACE OF BEGINNING, AND CONTAINING 1.1949 (52,050.06 square feet) acres of land.

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(control line)

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E=2575346.98

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N=7116679.43

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S66°05'21"E 162.43'

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E=2575198.49

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N=7116745.26

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E=2575350.24

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N=7116360.36

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E=2575202.43

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N=7116360.06

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ESMNT=EASEMENT

NOTICE OF CITY OF PRINCETON PLANNING AND ZONING COMMISSION REGULAR MEETING … · 2020. 9. 2. · III. REVIEW HISTORY Body: Petition: Action: Date: Planning & Zoning Commission Preliminary

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