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
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.
APPROXIMATE EMERGENCYSIREN LOCATION
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SCALE: 1" = 1,000'VICINITY MAP
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
LAKE
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LAKE MEADOW
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
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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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115.00'
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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.
APPROXIMATE EMERGENCYSIREN LOCATION
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
NIELL PROPERTIES-FARMSERIES LLC5.75 ACRES
NIELL PROPERTIES - 823 FM982 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
DETENTION/OPEN SPACE
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
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020
11:4
8 A
M
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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'
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 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
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.
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
PENUMUDI VIJAYA KUMAR25.17 ACRES
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
AJFUND LLC6.246 ACRES
C-4
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249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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'
PRELIMINARY PLAT
JCC
00 60' 120'
GRAPHIC SCALE 60'
MAT
CH
LIN
E SE
E SH
EET
C-3
SITE
COUNTY RD 452
FM 9
82
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
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.
PRIN
CET
ON
CIT
Y LI
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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
C-5
PLO
TT
ED
BY
CE
RQ
UE
IRA
, JO
SEPH
2/2
8/20
20 1
1:58
AM
DW
G N
AM
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INA
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(3)
]L
AST
SA
VE
D2/
28/2
020
11:4
8 A
M
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 21PRELIMINARY PLAT
JCC
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
SURVEY DOCUMENT
C-6
PLO
TT
ED
BY
CE
RQ
UE
IRA
, JO
SEPH
2/2
8/20
20 1
1:58
AM
DW
G N
AM
EK
:\DA
L_C
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\067
7053
05-L
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LIM
INA
RY
PL
AT
(4)
]L
AST
SA
VE
D2/
28/2
020
11:4
8 A
M
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 21PRELIMINARY PLAT
JCC
15'B
.L.
20' B.L.
5'B.
L.
15' B.L.
STR
EET
STREET
LOTLOT
TYPICAL 40' LOT SETBACK DETAIL
20' B.L.
5'B.
L.
5'B.
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]
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
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.
25' D.E. &SSWR ESMT.(BY SEPARATEINSTRUMENT)
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.
PLO
TT
ED
BY
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2/2
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7053
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249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 MAP
PRELIMINARY DRAINAGE PLAN
C-7
VICINITY MAPSCALE: 1" = 2,000'
JCC
00 60' 120'
GRAPHIC SCALE 60'
MATC
H LIN
E SEE SHEET C
-8
SITE
COUNTY RD 452
FM 9
82
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
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.
PLO
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249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 MAP
PRELIMINARY DRAINAGE PLAN
C-8
VICINITY MAPSCALE: 1" = 2,000'
JCC
00 60' 120'
GRAPHIC SCALE 60'
SITE
COUNTY RD 452
FM 9
82
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
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 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
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
TIME OFCONCENTRATION
(minutes)
15
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
7.86
TOTAL FLOWQ100 (cfs)
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
TIME OFCONCENTRATION
(minutes)
15
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
7.86
TOTAL FLOWQ100 (cfs)
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
PLO
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BY
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2/2
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20 1
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PM
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(3)
]L
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SA
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D2/
27/2
020
3:04
PM
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 MAP
PRELIMINARY DRAINAGE PLAN
C-9
VICINITY MAPSCALE: 1" = 2,000'
JCC
SITE
COUNTY RD 452
FM 9
82
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
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.
25' D.E. &SSWR ESMT.(BY SEPARATEINSTRUMENT)
15' D.E.
DRAINAGEEASEMENT
DRAINAGEEASEMENT
20' SSWRESMT.
APPROXIMATE EMERGENCYSIREN LOCATION
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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ED
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RQ
UE
IRA
, JO
SEPH
2/2
8/20
20 1
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PM
DW
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\067
7053
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ITY
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AST
SA
VE
D2/
28/2
020
9:57
AM
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 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 OVERHEAD POWER LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING SANITARY SEWER MANHOLE
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.
2. WATER AND SANITARY SEWER SEPARATION (VERTICAL ANDHORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQREQUIREMENTS.
3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIESPRIOR TO 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
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
SURVEY DOCUMENT
PLO
TT
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BY
CE
RQ
UE
IRA
, JO
SEPH
2/2
8/20
20 1
2:12
PM
DW
G N
AM
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L_C
IVIL
\067
7053
05-L
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PL
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SA
VE
D2/
28/2
020
9:57
AM
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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
SCALE: 1" = 2,000'
00 60' 120'
GRAPHIC SCALE 60'
MATC
H LIN
E SEE SHEET C
-11
SITE
COUNTY RD 452
FM 9
82
MAT
CH
LIN
E SE
E SH
EET
C-1
2
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 EST
REE
T 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.
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
F-30
F-23
F-24
F-25
F-26
F-27
F-16
F-28
F-21
F-29
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.
C-11
PLO
TT
ED
BY
CE
RQ
UE
IRA
, JO
SEPH
2/2
8/20
20 1
2:11
PM
DW
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AM
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:\DA
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\067
7053
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ITY
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AN
(2)
]L
AST
SA
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D2/
28/2
020
9:57
AM
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 21PRELIMINARY 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 OVERHEAD POWER LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING SANITARY SEWER MANHOLE
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.
2. WATER AND SANITARY SEWER SEPARATION (VERTICAL ANDHORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQREQUIREMENTS.
3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIESPRIOR TO 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
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
SURVEY DOCUMENT
PLO
TT
ED
BY
CE
RQ
UE
IRA
, JO
SEPH
2/2
8/20
20 1
2:11
PM
DW
G N
AM
EK
:\DA
L_C
IVIL
\067
7053
05-L
AK
E M
EA
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\PR
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IMIN
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Y U
TIL
ITY
PL
AN
(2)
]L
AST
SA
VE
D2/
28/2
020
9:57
AM
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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
00 60' 120'
GRAPHIC SCALE 60'
VICINITY MAPVICINITY MAPSCALE: 1" = 2,000'
SITE
COUNTY RD 452
FM 9
82
MAT
CH
LIN
E SE
E SH
EET
C-1
0
STREET B
STREET C
STREET C
STREET C
STREET A
STREET B
STR
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DST
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T D
STREET E
STR
EET
F
STR
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G
STR
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H
STR
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FM 9
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STREET B
STR
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COUNTY RD 452
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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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DESIGNED DRAWN CHECKED SCALEAS SHOWN
DATE KH PROJECT NO.JCC MRD January 2020 067705305
DOG PARK/OPEN SPACE
0.60 AC
OPEN SPACE0.29 AC
DETENTION/OPEN SPACE
1.02 AC
PLAYGROUND/OPEN SPACE
2.17 AC
OPEN SPACE1.20 AC
DETENTION/OPEN SPACE
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
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
DEVELOPER:
LAKE MEADOW
13455 Noel Road, Two Galleria OfficeTower, Suite 700Dallas, TX 75240Tel: (972) 770-1300Contact: MATTEW R. DUENWALD, P.E.
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.
VICINITY MAPSCALE: 1" = 2,000'
PARK EXHIBIT
JCC
SITE
COUNTY RD 452
FM 9
82
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
555
S
PRIN
CET
ON
ETJ
PRIN
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ON
CIT
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MIT
S
PRINCETON ETJPRINCETON CITY LIMITS
PRIN
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ETJ
PRIN
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ETJ
PRIN
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PRINCETON ETJ
PRINCETON CITY LIMITS
EXIS
TIN
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0" S
ANIT
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SEW
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0.1
8%
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
RG
IA-T
EXAS
LAN
D &
CAT
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CO
MPA
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LLC
91.1
3 AC
20' SSWR ESMT (BYSEPARATE INSTRUMENT)
PROPOSED ROW
PROPOSED ROW
MYRICK LANE
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APPROXIMATE EMERGENCYSIREN LOCATION
EXISTING 8"WATER MAIN(CULLEOKA WSC)
NIELL PROPERTIES-FARM SERIES LLC5.75 AC
20' SSWR ESMT (BYSEPARATE INSTRUMENT)
CR 452
C-12
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249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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 21OFFSITE 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 OVERHEAD POWER LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING SANITARY SEWER MANHOLE
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 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.
2. WATER AND SANITARY SEWER SEPARATION (VERTICAL ANDHORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQREQUIREMENTS.
3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIESPRIOR TO 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
PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR
ANY PURPOSE ANDSHALL NOT BE USED OR
VIEWED OR RELIEDUPON AS A FINAL
SURVEY DOCUMENT
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020
9:57
AM
249 RESIDENTIAL LOTS / 6 OPEN SPACE LOTSBEING 46.717 ACRES
OUT OF THEHARDIN WRIGHT SURVEY, ABSTRACT NO. 957
IN THE
CITY OF PRINCETON, COLLIN COUNTY, TEXAS
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
00 60' 120'
GRAPHIC SCALE 60'
VICINITY MAPVICINITY MAPSCALE: 1" = 2,000'
SITE
COUNTY RD 452
FM 9
82
MAT
CH
LIN
E SE
E SH
EET
C-1
0
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
City of Princeton P&Z and City Council Staff
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.
The Commission has the following options:
1. Recommend Approval to City Council of Final Plat FP20180297 2. Recommend Denial to City Council of Final Plat FP20180297
III. REVIEW HISTORY Body: Petition: Action: Date: Planning & Zoning Commission
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.
________________________________________________ Shawn Fort, Director of Development Services
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
City of Princeton P&Z and City Council Staff
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.
The Commission has the following options:
1. Recommend Approval to City Council of Final Plat FP20190039 2. Recommend Denial to City Council of Final Plat FP20190039
III. REVIEW HISTORY Body: Petition: Action: Date: Planning & Zoning Commission
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.
________________________________________________ Shawn Fort, Director of Development Services
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DATE:
FIELD DATE:
JOB NO.:
DRAWING:
PARTY CHIEF:
SCALE:
GF #:
TITLE CO.:
LENDER:
PURCHASER:
REVISIONS:
P.O.
BOX
550
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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