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NOTICE OF REGULAR MEETING CITY COUNCIL MEETING AND AGENDATHE CITY OF PRINCETON, TEXAS
September 23, 2019
The City Council of the City of Princeton will meet in Regular Meeting Session on Monday September 23, 2019 at6:30 PM at at the regular meeting place, the Council Chamber in City Hall, located at 123 W. Princeton Drive inPrinceton to discuss the following
Honorable John-Mark Caldwell, Mayor
David Kleiber, Councilmember, Place 1
Richard Sheehan,Councilmember, Place 4
Honorable Rich Hooper,Mayor Pro Tempore, Place 2
Nikki Krum,Councilmember, Place 3
Steven Deffibaugh,Deputy Mayor Pro Tempore, Place 5
CALL TO ORDER
ROLL CALL
John - Mark CaldwellRich HooperDavid KleiberNikki KrumRichard SheehanSteve Deffibaugh
INVOCATION
PLEDGE OF ALLEGIANCE
CITIZEN APPEARANCE
Citizens are allowed 3 minutes to speak. The Council is unable to respond to or discuss any issues that arebrought up during this section that are not on the agenda, other than to make statements of specific factualinformation in response to a citizen’s inquiry or to recite existing policy in response to the inquiry.
CONSENT AGENDA
Consent Agenda: All consent agenda items listed are considered to be routine by the City Council and will beenacted by one motion. There will be no separate discussion of these items unless a Councilmember so requests,in which event the item will be removed from the Consent Agenda and considered in its normal sequence on theagenda.
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MinutesDiscussion and possible action regarding the minutes of the September 09, 2019, Regular City Council Meeting.CC Minutes 09-09-19.doc
REGULAR AGENDA
Resolution 2019-09-23-RResolution, 2019-09-23-R, of the City of Princeton, Texas calling an Public Hearing to consider an OrdinanceLevying Assessments on property located within Phase 1 of the Winchester Public Improvement District,Directing the Publication and Mailing of Notice of such Public Hearing.Resolution Calling Public Hearing on Assessments.doc
Public Hearing Second Public hearing on a request that has been received from Remington Park Partners for a zoning ofproperty from “SF” Single Family to “PD” Planned Development an addition being Morning Dove Lane, Lots1-12, Block A of Quail Ridge Estates, Princeton, Texas 75407, being an addition according to the map or platthereof recorded in Volume 2007, Page 667 of the Map Records of Collin County, containing 19.989 acres of landmore or less.
Zoning Notice Morning Dove Ln.docxZoning for Morning Dove Lane.pdf
Final PlatDiscussion and possible action regarding a request from Meritage Homes of Texas, LLC for final plat approval ofa 50.585 acre tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, CollinCounty, Texas and being a portion of a called 146.090 acre tract.Staff Report and Backup FP20191053.pdf
Preliminary PlatDiscussion and possible action regarding a request from Triangle Engineering for preliminary plat approval of a1.522 acre tract of land adjacent to Monte Carlo Boulevard , Lot 7, Block 1, Phase 1 of Monte Carlo Subdivision,an Addition to the City of Princeton. Collin County, Texas, according to the Map or Plat recorded in Volume D,page 42, Map Records of Collin County, Texas.Staff report and backup PL20191021.pdf
Future Agenda ItemsPossible action to approve request for items to be placed on a future agenda and NOT for discussion of theserequests.
EXECUTIVE SESSION
Executive Session: Under terms of Chapter 551 of Texas Government Code the City Council may enter intoCLOSED SESSION or Executive Session to discuss the following:
Section 551.071 (2) Texas Government Code. Consultation with the City Attorney on a matter in which the dutyof the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the StateBar of Texas clearly conflicts with this chapter on any posted agenda items.
ACTION PERTAINING TO EXECUTIVE SESSION2
REPORT AGENDA
1) City Council Meeting dates for the remainder of 2019: Special City Council Meeting, Tuesday, October 15,2019 @6:30 p.m. (due to elections this will be the only meeting for October); Special City Council Meeting,Tuesday, November 12, 2019 @6:30 p.m.; and Regular City Council Meeting, Monday, December 9, 2019 @6:30p.m.2) 2019 Scenic City Certification Program.3) City of Princeton Fall Fest, Saturday, October 26, 2019 @10:00 a.m. - 6:00 p.m. at the J.M. Caldwell Sr.Community Park. 4) City of Princeton 5K Color Splash Dash Run/Walk, Saturday, November 16, 2019 @8:00 a.m. at the J.M.Caldwell Sr. Community Park.
2019 Scenic City Certification Program2019 Scenic City Certification Program Information.pdf
CC REPORT AGENDA
ADJOURNMENT
CERTIFICATE
I hereby certify the above Notice of Meeting was posted at the Princeton City Hall @ ______________ andcopies thereof were delivered to the Mayor, Mayor Pro-Tempore and Councilmembers.
________________________________ Tabatha Monk, City Secretary
STATEMENT FOR ADA COMPLIANCE
The City of Princeton acknowledges its responsibility to comply with the 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 sponsoredpublic programs, services and/or meetings, the City requests the individuals make requests for these servicesforty-eight (48) hours ahead of the scheduled program, service and/or meeting. To make arrangements, contactTabatha Monk, City Secretary, or other designated official at 972-734-2416. The City council reserves the right toconsult in executive session with its attorney and to receive legal advice regarding any item listed on this agendapursuant to Section 551.071(b).
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Minutes
The City of Princeton
Regular City Council Meeting of September 9, 2019
The City Council of the City of Princeton, Texas, met in regular session in the
Council Chamber of City Hall on September 09, 2019 at 6:30 p.m.
The following Councilmembers were present: Councilmember David Kleiber, Mayor
Pro-Tempore Rich Hooper, Councilmember Nikki Krum, and Councilmember Steve
Deffibaugh. Mayor John – Mark Caldwell was present. The following Councilmembers
were absent: Councilmember Richard Sheehan. The following Staff Members were
present: City Manager Derek Borg, Assistant City Manager Lesia Gronemeier, City
Secretary Tabatha Monk, Finance Director Carron Prigmore, Director of Development
Services Shawn Fort, Police Chief Mark Moyle, Police Captain James Waters, Police
Sergeant Jeremy Watts, Fire Chief Tom Harvey, Director of Public Works Tommy
Mapp, Parks and Recreation Director Chase Bryant, Marketing Director Deb Cooke and
Communications Specialist Nakia Patton.
Mayor Caldwell called the City Council Meeting to order at 6:30 PM.
Mayor Caldwell called roll, present were Councilmembers David Kleiber, Rich
Hooper, Nikki Krum and Steve Deffibaugh.
Pastor Wes Brown, led the audience in the invocation.
Councilmember Kleiber then led the audience in the Pledge of Allegiance.
Mayor Caldwell then announced Citizen Appearance. No one spoke under
citizens appearance.
Mayor Caldwell then announced the Consent Agenda: All consent agenda items
listed are considered to be routine by the City Council and will be enacted
by one motion. There will be no separate discussion of these items unless a
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Councilmember so request, in which event the item will be removed from the Consent
Agenda and considered in its normal sequence on the agenda. Items on the Consent
Agenda were: Discussion and possible action regarding the minutes of the August 26,
2019, Regular City Council meeting. Discussion and possible action regarding
Ordinance, 2019-09-09, amending the Drought Contingency Plan for the City of
Princeton Councilmember Deffibaugh made a motion to approve the Consent
Agenda. Councilmember Kleiber seconded the motion to approve. The motion
carried unanimously.
Mayor Caldwell then announced the first item under the Regular Agenda:
(2019-185) “Discussion and possible action regarding Ordinance, 2019-09-09-01, to
Ratify Tax Rate for Fiscal Year 2019-2020.” Councilmember Deffibaugh made a
Motion to approve the consent agenda. Councilmember Krum seconded the
motion. The motion carried unanimously.
Mayor Caldwell then announced the second item under the Regular Agenda:
(2019-186) “Discussion and possible action regarding Ordinance, 2019-09-09-02,
adopting the budget for Fiscal Year 2019-2020.” Councilmember Deffibaugh made
a motion to approve. Mayor Pro-Tempore Hooper seconded the motion. The
motion carried unanimously.
Mayor Caldwell then announced the third item under the Regular Agenda:
(2019-187) “Discussion and possible action regarding Ordinance, 2019-09-09-03,
adopting the City of Princeton ad valorem tax rate for Fiscal Year 2019-2020.”
Councilmember Krum made a motion to approve. Councilmember Kleiber seconded
the motion. The motion carried unanimously.
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Mayor Caldwell then announced the fourth item under the Regular Agenda:
(2019-188) “Discussion and possible action regarding Ordinance, 2019-09-09-04, for a
voluntary annexation of property, Lots 1-12, Block A Quail Ridge Estates. a 19.989 acre
tract of land situated in the Hardin Wright Survey, Abstract Number 957, in Collin
County, Texas as recorded under instrument No. 20060504000599410 of the Deed
Records of Collin County, Texas.” Councilmember Krum made a motion to approve.
Mayor Pro-Tempore Hooper seconded the motion. The motion carried
unanimously.
Mayor Caldwell then announced the fifth item under the Regular Agenda:
(2019-189) “Discussion and possible action regarding Resolution, 2019-09-09-R,
establishing the allocation of funds for the reconstruction of the City Portion of County
Road 1219.” Mayor Pro-Tempore Hooper made a motion to approve. Councilmember
Deffibaugh seconded the motion. The motion carried unanimously.
Mayor Caldwell then announced the sixth item under the Regular Agenda:
(2019-190) “Discussion and possible action regarding Resolution, 2019-09-09-R-01,
Brookside Phase 1 SAP update.” Councilmember Krum made a motion to approve.
Councilmember Deffibaugh seconded the motion. The motion carried
unanimously.
Mayor Caldwell then announced the seventh item under the Regular Agenda:
(2019-191) “Discussion and possible action regarding Resolution, 2019-09-09-R-02,
Arcadia Farms Phases 8 and 9 SAP Update.” Councilmember Deffibaugh made a
motion to approve. Councilmember Kleiber seconded the motion. The motion
carried unanimously.
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Mayor Caldwell then announced the eighth item under the Regular Agenda:
(2019-192) “Discussion and possible action regarding Resolution, 2019-09-09-R-03,
Arcadia Farms Phases 1 and 2 SAP update.” Councilmember Krum made a motion to
approve. Councilmember Deffibaugh seconded the motion. The motion carried
unanimously.
Mayor Caldwell then announced the ninth item under the Regular Agenda:
(2019-193) “Discussion and possible action regarding Resolution, 2019-09-09-R-04,
Crossroads SAP update.” Mayor Pro-Tempore Hooper made a motion to approve.
Councilmember Krum seconded the motion. The motion carried unanimously.
Mayor Caldwell then announced the tenth item under the Regular Agenda:
(2019-194) “Discussion and possible action regarding filling Seat 3 on the Economic
Development Board.” Councilmember Krum made a motion to approve Dylan
Griffiths to fill the EDC Seat 3 position. Councilmember Deffibaugh seconded the
motion. The motion carried unanimously.
Mayor Caldwell then announced the eleventh item under the Regular Agenda:
(2019-195) “Discussion and possible action regarding an update from Code
Enforcement as requested by Councilmember Krum.” No action was needed.
Mayor Caldwell then announced the twelfth item under the Regular Agenda:
(2019-196) “Possible action to approve request for items to be placed on a future
agenda and NOT for discussion of these requests.” No items were requested. Mayor Caldwell then announced the Report Agenda: City Manager:
Derek Borg spoke on the following items: Next Regular City Council Meeting Monday,
September 23, 2019 @6:30 p.m.; Lois Nelson Public Library presents, Drive - Inn Movie
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at the Park and Pre-Movie Activities, Saturday September 21, 2019 beginning @7:00
p.m. at the J.M. Caldwell Sr. Community Park; City of Princeton Fall Fest, Saturday,
October 26, 2019 @10:00 a.m. - 6:00 p.m. at the J.M. Caldwell Sr. Community Park.
We are now accepting vendor applications; City of Princeton 5K Color Splash Dash
Run/Walk, Saturday, November 16, 2019 @8:00 a.m. at the J.M. Caldwell Sr.
Community Park. We are now accepting registration applications.
City Council reports about items of community interest regarding which no action will
be taken: 911 Ceremony at 7:30 a.m. at the Princeton Fire Station; Emmitt Smith
foundation bike ride on Saturday, September 14th @8:00 a.m.; Councilmember Krum
reminded everyone of the upcoming Chamber of Commerce Luncheon and the
VFW fundraiser.
Councilmember Krum made a motion to adjourn. Councilmember Deffibaugh
seconded the motion. The motion carried unanimously.
Mayor Caldwell adjourned the meeting at 6:58 p.m.
____________________________ ATTEST:John-Mark Caldwell, DateMayor
_____________________________________Tabatha Monk,City Secretary Date
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CERTIFICATE FOR RESOLUTION
THE STATE OF TEXAS §COUNTY OF COLLIN §CITY OF PRINCETON §
We, the undersigned officers of the City of Princeton (the "City"), hereby certify as follows:
1. The City Council of said City convened in regular meeting on September 23, 2019, at the designated meeting place, and the roll was called of the duly constituted officers and members of said City Council, to-wit:
John-Mark Caldwell, Mayor Rich Hooper, Mayor Pro TemDavid Kleiber, Councilmember Nikki Krum, CouncilmemberSteve Deffibaugh, Deputy Mayor Pro Tem Richard Sheehan, Councilmember
and all of said persons were present except ______________________________, thus constituting a quorum. Whereupon, among other business, the following was transacted at said Meeting: a written resolution entitled
A RESOLUTION OF THE CITY OF PRINCETON, TEXAS CALLING A PUBLIC HEARING TO CONSIDER AN ORDINANCE LEVYING ASSESSMENTS ON PROPERTY LOCATED WITHIN PHASE 1 OF THE WINCHESTER PUBLIC IMPROVEMENT DISTRICT; DIRECTING THE PUBLICATION AND MAILING OF NOTICE OF SUCH PUBLIC HEARING
was duly introduced for the consideration of said City Council. It was then duly moved and seconded that said Resolution be adopted and, after due discussion, said motion, carrying with it the adoption of said Resolution, prevailed and carried by the following vote:
AYES: NOES: ABSTAIN:
2. That a true, full and correct copy of the aforesaid Resolution adopted at the Meeting described in the above and foregoing paragraph is attached to and follows this Certificate; that said Resolution has been duly recorded in said City Council's minutes of said Meeting; that the above and foregoing paragraph is a true, full and correct excerpt from said City Council's minutes of said Meeting pertaining to the adoption of said Resolution; that the persons named in the above and foregoing paragraph are the duly chosen, qualified and acting officers and members of said City Council as indicated therein; that each of the officers and members of said City Council was duly and sufficiently notified officially and personally, in advance, of the time, place and purpose of the aforesaid Meeting, and that said Resolution would be introduced and considered for adoption at said Meeting, and each of said officers and members consented, in advance, to the holding of said Meeting for such purpose, and that said Meeting was open to the public and public notice of the time, place and purpose of said meeting was given, all as required by Chapter 551, Texas Government Code.
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3. That the Mayor of said City has approved and hereby approves the aforesaid Resolution; that the Mayor and the City Secretary of said City have duly signed said Resolution; and that the Mayor and the City Secretary of said City hereby declare that their signing of this Certificate shall constitute the signing of the attached and following copy of said Resolution for all purposes.
SIGNED AND SEALED ON SEPTEMBER 23, 2019.
MayorCity of Princeton, Texas
City SecretaryCity of Princeton, Texas
(CITY SEAL)
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RESOLUTION NO. 2019-09-23-R
A RESOLUTION OF THE CITY OF PRINCETON, TEXAS CALLING A PUBLIC HEARING TO CONSIDER AN ORDINANCE LEVYING ASSESSMENTS ON PROPERTY LOCATED WITHIN PHASE 1 OF THE WINCHESTER PUBLIC IMPROVEMENT DISTRICT; DIRECTING THE PUBLICATION AND MAILING OF NOTICE OF SUCH PUBLIC HEARING
WHEREAS, the Public Improvement District Assessment Act, Texas Local Government Code, Chapter 372, as amended (the "Act") authorizes the governing body (the "City Council") of the City ofPrinceton, Texas (the "City"), to create a public improvement district within the City; and
WHEREAS, the City Council has approved a resolution (the "Authorization Resolution"), authorizing, establishing and creating the Winchester Public Improvement District (the "District"); and
WHEREAS, the Act requires that a public hearing (the "Assessment Hearing") be held to consider proposed assessments and requires the City Council to hear and pass on any objections to the proposed assessments at, or on the adjournment of, the Assessment Hearing; and
WHEREAS, the Act requires that notice of the Assessment Hearing be published in a newspaper of general circulation in the City before the 10th day before the date of the Assessment Hearing;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PRINCETON, TEXAS AS FOLLOWS:
SECTION 1. The recitals set forth above in this Resolution are true and correct and are hereby adopted as findings of the City Council and are incorporated into the body of this Resolution as if fully set forth herein.
SECTION 2. The City Council hereby calls a public hearing (the Assessment Hearing as defined above) to be held on October 14, 2019 at 6:30 p.m. in the regular meeting place of the City Council in the Council Chamber in the City Hall located at 123 W. Princeton Drive, Princeton, Texas, 75407, at which the City Council shall, among other actions, hear and pass on any objections to the proposed assessmentson Phase 1 of the District (“Phase 1”) ; and, upon the adjournment of the Assessment Hearing, the CityCouncil may consider an ordinance levying the assessments as special assessments on certain property within Phase 1 (which ordinance shall specify the method of payment of the assessments).
SECTION 3. The City Council hereby authorizes and directs the City Secretary to publish notice of the Assessment Hearing, in substantially the form attached hereto as Exhibit A and incorporated herein for all purposes, in a newspaper of general circulation in the City, as required by Section 372.016(b) of the Act.
SECTION 4. The City Council hereby authorizes and directs the City Secretary to mail notice of the Assessment Hearing to owners of property liable for the assessment, as required by Section 372.016(c) of the Act.
SECTION 5. This Resolution shall become effective from and after its date of passage in accordance with law.
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EXHIBIT A
CITY OF PRINCETON, TEXASNOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN THAT a public hearing will be conducted by the City Council of Princeton, Texas at 6:30 p.m. on October 14, 2019 at Princeton City Hall, 123 West Princeton Drive, Princeton, TX 75407. The public hearing will be held to consider proposed assessments to be levied against certain assessable property within Phase 1 of the Winchester Public Improvement District("District") pursuant to the provisions of Chapter 372 of the Texas Local Government Code, as amended (the "Act").
The general nature of the proposed improvements authorized by the Act to be undertaken and financed for the benefit of certain property within the District (the "Authorized Improvements") include: (i) landscaping; (ii) erection of fountains, distinctive lighting, and signs; (iii) acquiring, constructing, improving, widening, narrowing, closing, or rerouting of sidewalks or of streets, any other roadways, or their rights-of-way; (iv) construction or improvement of pedestrian malls; (v) acquisition and installation of pieces of art; (vi) acquisition, construction, or improvement of off-street parking facilities; (vii) acquisition, construction, or improvement of water, wastewater, or drainage facilities or improvements; (viii) the establishment or improvement of parks; (ix) projects similar to those listed in (i)-(viii); (x) acquisition, by purchase or otherwise, of real property in connection with an authorized improvement; (xi) special supplemental services for improvement and promotion of the District, including services relating to advertising, promotion, health and sanitation, water and wastewater, public safety, security, business recruitment, development, recreation, and cultural enhancement; (xii) payment of expenses incurred in the establishment, administration, and operation of the District; and (xiii) payment of costs associated with developing and financing the public improvements listed above, including costs of establishing, administering and operating the District and paying costs of issuance, reserve funds or credit enhancement of bonds or other obligations issued to finance the improvements. These Authorized Improvements shall promote the interests of the City and confer a special benefit upon the Property. The total costs of the Authorized Improvements will be approximately $24,722,356.
The District includes approximately 178 acres of land generally located west of Sheamar Lane and South of Myrick Lane and within the city limits, and Phase 1 includes 45.43 acres as described in the metes and bounds description attached hereto. All written or oral objections on the proposed assessments within the District will be considered at the public hearing.
A copy of the proposed assessment rolls relating to the Authorized Improvements to be undertaken at this time, which includes the assessments to be levied against certain assessable parcels in Phase 1 of the District, is available for public inspection at the office of the City Secretary, Princeton City Hall, 123 West Princeton Drive; Princeton, TX 75407.
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PHASE 1 BOUNDARIES
WHEREAS D.R. HORTON - TEXAS, LTD. is the owner of a tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas, and being part of a called 178.954 acre tract of land described in a deed to D.R. HORTON - TEXAS, LTD. recorded as Instrument Number 20170530000689080 in the Official Public Records of Collin County, Texas, and being more particularly described by metes and bounds as follows:
COMMENCING at a 5/8" iron rod found for corner in asphalt at the intersection of Myrick Lane (County Road 400) and Sheamar Lane (County Road 447) and being the Southeast corner of Princeton Business Park, an addition to the City of Princeton, Collin County, Texas, according to the Conveyance Plat thereof recorded in Volume 2017, Page 737 in the Plat Records of Collin County, Texas, same being the Northeast corner of said 178.954 acre tract;
THENCE North 89°36'06" West along and near the centerline of Said County Road 400 and the common line of said Princeton Business Park and said 178.954 acre tract, a distance of 1077.65 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner at the POINT OF BEGINNING of the herein described tract of land;
THENCE over and across said 178.954 acre tract of land the following twenty-four (24) courses and distances:
1) South 00°23'54" West, a distance of 205.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
2) South 89°36'06" East, a distance of 20.93 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
3) South 00°23'54" West, a distance of 50.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
4) South 44°56'31" West, a distance of 14.03 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
5) South 00°30'52" East, a distance of 106.74 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
6) North 89°29'08" East, a distance of 122.50 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
7) South 00°30'52" East, a distance of 282.50 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
8) South 89°29'08" West, a distance of 112.50 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
9) South 00°30'52" East, a distance of 50.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
10) South 89°29'08" West, a distance of 11.80 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
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11) South 00°30'52" East, a distance of 110.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
12) South 89°29'08" West, a distance of 293.20 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
13) South 00°30'52" East, a distance of 100.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
14) South 45°30'52" East, a distance of 14.14 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
15) South 00°30'52" East, a distance of 50.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
16) South 44°29'08" West, a distance of 14.14 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
17) South 00°30'52" East, a distance of 200.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
18) South 45°30'52" East, a distance of 14.14 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
19) South 00°30'52" East, a distance of 50.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
20) South 89°29'08" West, a distance of 18.11 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
21) South 00°30'52" East, a distance of 110.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
22) South 89°29'08" West, a distance of 1167.50 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
23) North 00°30'52" West, a distance of 12.50 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
24) South 89°29'08" West, a distance of 119.45 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner in a West line of said 178.954 acre tract of land;
THENCE North 01°45'15" East along said West line of said 178.954 acre tract of land, a distance of 411.74 feet to a 1/2" iron rod found for corner at an interior ELL corner thereof;
THENCE South 89°29'10" West, along a South line of said 178.954 acre tract, a distance of 233.48 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner at the beginning of a non-tangent curve to the left having a radius of 1150.00, a central angle of 04°29'46", and a chord which bears North 06°11'07" East, a distance of 90.22 feet;
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THENCE over and across said 178.954 acre tract the following six (6) courses and distances:
1) In a Northeasterly direction along said curve to the left, an arc distance of 90.24 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
2) North 42°45'17" West, a distance of 41.72 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
3) North 01°27'43" East, a distance of 80.64 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
4) North 45°57'21" East, a distance of 42.68 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
5) North 01°17'48" East, a distance of 475.38 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
6) North 43°42'12" West, a distance of 14.14 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner in the east line of a called 3.629 acre tract of land described as Tract 2 in a deed to Fair Parkway, LP recorded as Instrument Number 20170802001028720 in the Official Public Records of Collin County, Texas
THENCE North 01°17'48" East, along the East line of said 3.629 acre tract, a distance of 90.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner at the Northeast corner thereof near the centerline of said Myrick Lane, same being a north line of said 178.954 acre tract;
THENCE South 88°42'12" East, along the centerline of said Myrick Lane and a north line of said 178.954 acre tract, a distance of 120.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner at the Northwest corner of a called 3.020 acre tract of land described as Tract 1 in said deed to Fair Parkway, LP recorded as Instrument Number 20170802001028720 in the Official Public Records of Collin County, Texas;
THENCE South 01°17'48" West, partially along the East line of said 178.954 acre tract and the West line of said 3.020 acre tract, a distance of 97.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
THENCE over and across said 178.954 acre tract the following four (4) courses and distances:
1) South 46°17'48" West, a distance of 4.24 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
2) South 01°17'48" West, a distance of 120.00 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
3) South 05°08'10" West, a distance of 104.54 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
4) South 01°17'48" West, a distance of 72.23 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
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THENCE North 89°29'08" East, passing the Southwest corner of a said 3.020 acre tract, same being an interior ELL corner of said 178.954 acre tract, and continuing along the common lines of said 3.020 acre and said 178.954 acre tracts for a total distance of 350.44 feet to a 5/8" iron rod with cap stamped "HAYDEN" found for corner at the Southeast corner of said 3.020 acre tract, same being an interior ELL corner of said 178.954 acre tract;
THENCE North 00°30'52" West, along the common lines of said 3.020 acre tract and said 178.954 acre tract, a distance of 396.37 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner at the common north corner thereof near the centerline of said Myrick Lane, and being in the South line of said Princeton Business Park, said point being at the beginning of a non-tangent curve to the left having a radius of 1500.00, a central angle of 08°08'29", and a chord which bears North 80°22'31" East, a distance of 212.97 feet;
THENCE along the South line of said Princeton Business Park, near the centerline of said Myrick Lane, the following four (4) courses and distances:
1) In a Northeasterly direction along said curve to the left, an arc distance of 213.14 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
2) North 76°18'17" East, a distance of 373.82 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner at the beginning of a curve to the right having a radius of 700.00, a central angle of 14°05'37", and a chord which bears North 83°21'05" East, a distance of 171.75 feet;
3) In a Northeasterly direction along said curve to the right, an arc distance of 172.19 feet to a 1/2" iron rod with a blue cap stamped "HINE THOMPSON" set for corner;
4) South 89°36'06" East, a distance of 583.19 feet to the POINT OF BEGINNING and containing 45.430 acres of land.
16
PUBLIC HEARING NOTICE
A request has been received from Remington Park Partners for a zoning of property from “SF” Single Family to “PD” Planned Development an addition being Morning Dove Lane, Lots 1-12, Block A of Quail Ridge Estates, Princeton, Texas 75407, being an addition according to the map or plat thereof recorded in Volume 2007, Page 667 of the Map Records of Collin County, containing 19.989 acres of land more or less.
PUBLIC HEARING WILL BE HELD IN THE COUNCIL CHAMBER OF CITY HALL LOCATED AT 123 W. PRINCETON DRIVE, PRINCETON, TEXAS:
The Princeton Planning & Zoning Commission will hold the First Public Hearing regarding this request on September 16, 2019 at 6:00 pm.
The Princeton City Council will hold a Second Public Hearing regarding this request on September 23,2019 at 6:30 pm.
AS AN INTERESTED PROPERTY OWNER YOU ARE REQUESTED TO MAKE YOUR VIEWS KNOWN BY ATTENDING THESE HEARINGS.
If you have any questions or need additional information please contact the City of Princeton at (972) 734-2416.
Tabatha MonkCity Secretary
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FP20191053 – Final Plat – (Arcadia Farms Phase 9), a 50.585 acre tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas, – Meritage Homes of Texas, LLC, Applicant – Kimley-Horn and Associates., Engineer/Representative. STAFF REPORT I. SITE DATA
SITE DATA Existing Zoning: PD#17 Existing use: Single Family Residential Lot Size: 50.585 Acres Direction Zoning Existing Land Use
North PD#3 Single Family East PD#8 Agricultural
South M-1 Manufacturing/Industrial West PD#17 Single Family
City of Princeton P&Z and City Council Staff
Report
24
REQUEST Applicant requests Commission recommend approval of final plat submittal to the City Council. Request is for subdivision of 110 single family residential lots, 2 open space lots & 1 amenity center lot. 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 FP20191053 2. Recommend Denial to City Council of Final Plat FP20191053
III. REVIEW HISTORY Body: Petition: Action: Date:
25
Planning & Zoning Commission
Final Plat Meeting before the commission September 16, 2019
City Council Final Plat Meeting before the City Council September 23, 2019
IV. STAFF RECOMMENDATION Recommend Approval of Final Plat FP20191053 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
26
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28
kimley-horn.com 260 East Davis Street, Suite 100, McKinney, TX 75069 469.301.2580
March 19, 2019
Mr. Shawn Fort Director of Development Services City of Princeton 123 W. Princeton Drive Princeton, TX 75407 RE: Second Submittal Review of the Final Plat of Brookside Phase 1A
KHA No. 064536546
Dear Shawn:
We have completed our review of the second submittal of the final plat for Brookside Phase 1A.
The plat was prepared by Kimley-Horn and Associates, Inc., 5750 Genesis Court, Suite 200, Frisco, Texas 75034. The submittal was prepared by Michael B. Marx, R.P.L.S. No. 5181. The date of preparation is shown as March 14, 2019.
The final plat meets the technical requirements of the City of Princeton ordinances and our initial submittal review comments have been addressed. We recommend approval as submitted.
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.
29
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APPROXIMATE LOCATION OF ZONE "A"
PER THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) No. 48085C0295J,
DATED JUNE 2, 2009
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8/29/2019 12:52 P
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Scale Drawn by
JMH1" = 60'
Checked by Date Project No. Sheet No.
KHA 09/12/2019 061179170 1 OF 3
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
SU
RV
EY
OR
/E
NG
IN
EE
R
NOTES:
1. According to Map No. 48085C0295 J, dated June 2, 2009, of the National Flood
Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas,
Federal Emergency Management Agency, Federal Insurance Administration,
this property is located in Zone X (unshaded) and Zone A. This flood statement
shall not create liability on the part of the surveyor.
2. All corners set are monumented with a 5/8-inch iron rod with plastic cap
stamped "KHA", unless otherwise noted.
3. All bearings shown are based on grid north of the Texas Coordinate System,
NAD83, North Central Zone 4202. All dimensions shown are ground distances.
To obtain a grid distance, multiply the ground distance by the Project Combined
Factor (PCF) of 0.999851477. Vertical Datum NAVD 88.
4. Selling a portion of this addition by metes and bounds is a violation of City
Ordinance and State Law and is subject to fines and withholding of utilities and
building permits.
5. All Open Spaces and Drainage Easements to be maintained by the HOA.
FINAL PLAT
BROOKSIDE PHASE 1B
110 RESIDENTIAL LOTS
2 OPEN SPACE LOTS
1 AMENITY CENTER LOT
BEING
50.585 ACRES
OUT OF THE
HARDIN WRIGHT SURVEY,
ABSTRACT NO. 957
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
SEPTEMBER 12, 2019
OWNER:
Meritage Homes of Texas, LLC.
8840 Cypress Waters Blvd., Suite 100
Dallas, Texas 75019
Ph: (972) 580-6329
Contact: David Aughinbaugh
APPLICANT:
Kimley-Horn and Associates, Inc.
13455 Noel Road - Two Galleria
OfficeTower, Suite 700
Dallas, TX 75240
Ph: (972) 776-1764
Contact: Bryan Moody, PE
Email: [email protected]
5/8" IRON ROD W/ "KHA" CAP SET
IRON ROD WITH CAP FOUND
MAG NAIL SET
PK NAIL FOUND
IRON ROD FOUND
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
IRSC
IRFC
MNS
PKF
IRF
XS
XF
LEGEND
POINT OF BEGINNINGP.O.B.
P.O.C. POINT OF COMMENCING
B.L. BUILDING LINE
D.E. DRAINAGE EASEMENT
S.S.E. SANITARY SEWER EASEMENT
W.E. WATER EASEMENT
W.M.E. WALL MAINTENANCE EASEMENT
U.E. UTILITY EASEMENT
L.R.C.C.T. LAND RECORDS, COLLIN COUNTY, TEXAS
M.R.C.C.T. MAP RECORDS, COLLIN COUNTY, TEXAS
O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS
SEE SHEET No. 2 FOR
LINE & CURVE TABLES
SHEET LAYOUT
NTS
2 1
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30
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2
3
4
5
6
7
8
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BLOCK A
2
3
4
5
6
7
8
9
39
40
41
42
43
44
45
46
47
BLOCK D
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLOCK E
1
2
3
4
5
6
7
8
9
10
11
12
BLOCK D
BLOCK E
BLOCK C
SO
UT
H B
EA
UC
HA
MP
B
OU
LE
VA
RD
CE
DA
R S
PR
IN
GS
D
RIV
E
MA
PL
E L
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F W
AY
HID
DE
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LA
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C
A
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Y
O
N
F
A
L
L
S
A
V
E
N
U
E
N0°24'50"E
298.02'
N45°24'50"E
42.43'
S89°35'10"E 335.00'
∆=29°54'16"
R=525.00'
L=274.01'
CB=N75°27'43"E
C=270.91'
∆=17°54'23"
R=475.00'
L=148.45'
CB=N69°27'46"E
C=147.85'
N
7
8
°2
4
'5
7
"E
3
6
5
.4
9
'
1X
BLOCK J
OPEN SPACE
1X
BLOCK J
OPEN SPACE
PR
IN
CE
TO
N C
IT
Y LIM
IT
S
P.O.B.
IRSC
IRSC
IRSC
IRSC
IRSC
IRSC
IRSC
BROOKSIDE PHASE 1A
VOLUME 2019, PAGE 443
P.R.C.C.T.
CANYON FALLS AVENUE
S89°23'19"W
2199.31'
AND DRAINAGE EASEMENT
AND DRAINAGE EASEMENT
T
R
A
IL
A
C
C
E
S
S
E
S
M
T
.
TRAIL ACCESS
ESMT.
C
10
L20
C
1
1
C12
C
1
3
C
1
4
C
1
5
L
2
1
C16
C17
C
1
8
C
1
9
L
2
2
LOT 2, BLOCK B
PRINCETON BUSINESS PARK
VOLUME 2017, PAGE 737
P.R.C.C.T.
LOT 1, BLOCK B
PRINCETON BUSINESS PARK
VOLUME 2017, PAGE 737
P.R.C.C.T.
LOT 1, BLOCK B
PRINCETON BUSINESS
PARK
VOLUME 2017, PAGE 737
P.R.C.C.T.
CIT
Y O
F P
RIN
CE
TO
N, T
EX
AS
IN
ST
. N
O. 20181220001542830
O.P
.R
.C
.C
.T
.
100' ROW
50'50'
C
2
1
S
5
9
°
0
0
'
5
7
"
E
6
2
.
2
9
'
C
2
2
C
23
S
2
4
°
4
8
'3
0
"
E
7
2
.
5
8
'
C
2
4
C
2
5
C
2
6
N
8
1
°0
5
'2
0
"E
1
2
4
.5
3
'
C27
C28
C29
C
3
0
C
5
3
C54
C55
C56
S
8
1
°0
5
'2
0
"W
124.53'
C
5
7
C
5
8
C
5
9
N
2
4
°
4
8
'3
0
"
W
7
2
.
5
8
'
C
60
C
6
1
L
3
2
C62
10' TRAIL ACCESS
ESMT.
10' TRAIL ACCESS
ESMT.
LINE TABLE
NO.
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
BEARING
S44°03'56"E
S89°35'10"E
N45°24'50"E
N44°35'10"W
N45°24'50"E
S44°35'10"E
S45°56'09"W
N45°56'09"E
N44°03'51"W
S45°56'09"W
S44°03'51"E
S44°03'51"E
S45°56'09"W
N45°00'01"E
S48°40'04"E
N58°20'57"W
N35°08'06"E
N34°24'42"W
N59°05'34"E
N89°35'10"W
LENGTH
28.55'
150.00'
14.14'
14.14'
14.14'
14.14'
14.01'
14.01'
14.27'
14.01'
14.27'
14.27'
14.01'
14.25'
13.23'
15.18'
13.83'
13.80'
15.21'
165.48'
LINE TABLE
NO.
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
BEARING
S78°24'57"W
S78°24'57"W
N72°17'23"E
N88°32'20"W
S11°22'25"W
N88°32'20"W
N08°27'29"W
N01°27'28"E
S88°32'20"E
S88°32'20"E
S08°27'29"E
N59°00'57"W
LENGTH
14.31'
53.84'
10.00'
8.00'
59.71'
8.05'
51.58'
152.67'
8.05'
8.00'
43.02'
40.07'
CURVE TABLE
NO.
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
DELTA
6°18'55"
8°50'59"
7°17'32"
13°51'14"
37°23'14"
16°08'27"
110°22'27"
9°53'36"
142°43'39"
25°31'44"
11°39'54"
38°10'52"
7°23'08"
12°59'09"
17°54'23"
14°20'46"
28°41'32"
14°20'46"
14°20'46"
1°12'22"
RADIUS
1000.00'
500.00'
1000.00'
300.00'
550.00'
300.00'
200.00'
500.00'
50.00'
9.00'
296.00'
304.00'
296.00'
528.00'
472.00'
296.00'
304.00'
296.00'
296.00'
515.00'
LENGTH
110.22'
77.23'
127.27'
72.54'
358.89'
84.51'
385.28'
86.34'
124.55'
4.01'
60.26'
202.58'
38.15'
119.67'
147.51'
74.11'
152.24'
74.11'
74.11'
10.84'
CHORD BEARING
S87°15'23"W
N85°59'21"E
N14°49'30"E
N81°36'55"W
S00°13'22"E
N83°23'14"E
N36°16'14"E
S86°30'40"W
S45°56'09"W
S77°38'59"W
N81°32'29"W
N85°12'02"E
S69°48'10"W
N67°00'09"E
S69°27'46"W
S85°35'20"W
N78°24'57"E
S71°14'34"W
S71°14'34"W
S18°18'48"E
CHORD
110.17'
77.15'
127.19'
72.36'
352.56'
84.23'
328.41'
86.23'
94.76'
3.98'
60.16'
198.85'
38.13'
119.41'
146.91'
73.92'
150.65'
73.92'
73.92'
10.84'
CURVE TABLE
NO.
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
DELTA
30°34'12"
64°25'07"
30°12'40"
23°05'03"
19°48'56"
70°50'02"
15°26'04"
19°03'29"
21°11'11"
35°20'18"
24°17'16"
22°45'43"
25°42'09"
57°55'37"
62°31'45"
80°05'36"
80°05'28"
80°05'12"
81°22'32"
9°54'57"
RADIUS
9.00'
20.00'
65.00'
50.48'
245.00'
105.00'
445.00'
255.00'
445.00'
255.00'
245.00'
255.00'
245.00'
205.00'
109.00'
12.00'
12.00'
2.00'
1.88'
49.00'
LENGTH
4.80'
22.49'
34.27'
20.34'
84.73'
129.81'
119.88'
84.82'
164.55'
157.28'
103.86'
101.30'
109.90'
207.26'
118.96'
16.77'
16.77'
2.80'
2.67'
8.48'
CHORD BEARING
N74°18'03"W
N26°48'24"W
S09°42'11"E
S36°21'02"E
N37°59'06"W
S63°29'39"E
S88°48'04"W
N86°59'22"E
S88°03'13"W
N80°58'39"E
S75°27'08"W
N76°12'55"E
N80°51'12"W
N83°02'04"E
N22°48'23"E
N48°30'17"W
S51°24'56"W
N51°25'01"E
S47°51'04"E
S03°30'01"E
CHORD
4.75'
21.32'
33.88'
20.20'
84.31'
121.70'
119.51'
84.43'
163.61'
154.80'
103.08'
100.64'
108.99'
198.54'
113.14'
15.44'
15.44'
2.57'
2.45'
8.47'
CURVE TABLE
NO.
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
DELTA
88°46'32"
93°25'48"
9°54'57"
80°35'44"
80°05'12"
80°05'28"
80°05'36"
62°31'45"
57°55'37"
25°42'09"
22°45'43"
24°17'16"
35°20'18"
21°11'11"
19°03'29"
15°26'04"
70°50'02"
19°48'56"
23°05'03"
30°12'40"
RADIUS
4.00'
4.00'
59.00'
11.88'
12.00'
2.00'
2.00'
99.00'
195.00'
255.00'
245.00'
255.00'
245.00'
455.00'
245.00'
455.00'
95.00'
255.00'
40.48'
55.00'
LENGTH
6.20'
6.52'
10.21'
16.71'
16.77'
2.80'
2.80'
108.04'
197.15'
114.39'
97.33'
108.10'
151.11'
168.25'
81.49'
122.57'
117.45'
88.19'
16.31'
29.00'
CHORD BEARING
S45°50'44"W
N45°15'26"W
S03°30'01"E
S48°14'28"E
N51°25'01"E
S51°24'53"W
N48°30'29"W
N22°48'23"E
N83°02'04"E
N80°51'12"W
N76°12'55"E
S75°27'08"W
N80°58'39"E
S88°03'13"W
N86°59'22"E
S88°48'04"W
S63°29'39"E
N37°59'06"W
S36°21'02"E
S09°42'11"E
CHORD
5.60'
5.82'
10.20'
15.36'
15.44'
2.57'
2.57'
102.76'
188.86'
113.43'
96.69'
107.29'
148.73'
167.29'
81.12'
122.20'
110.11'
87.75'
16.20'
28.67'
CURVE TABLE
NO.
C61
C62
DELTA
64°25'07"
151°38'31"
RADIUS
30.00'
2.00'
LENGTH
33.73'
5.29'
CHORD BEARING
N26°48'24"W
S16°48'19"W
CHORD
31.98'
3.88'
GRAPHIC SCALE IN FEET
0
60 30 60 120
1" = 60' @ 24X36
NORTH
DW
G N
AM
E: K
:\F
RI_S
UR
VE
Y\061179170 B
RO
OK
SID
E-P
RIN
CE
TO
N\D
WG
\061179170 B
RO
OK
SID
E P
HA
SE
1B
_V
18.D
WG
P
LO
TT
ED
B
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AR
X, M
IC
HA
EL
9/12/2019 8:50 A
M LA
ST
S
AV
ED
8/29/2019 12:52 P
M
VICINITY MAP
PRINCETON
U
S
H
I
G
H
W
A
Y
3
8
0
U
S
H
IG
H
W
A
Y
3
8
0
CR 400
FM
982
CR
401
FM 1377
CR
458
Scale Drawn by
JMH1" = 60'
Checked by Date Project No. Sheet No.
KHA 09/12/2019 061179170 2 OF 3
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
SU
RV
EY
OR
/E
NG
IN
EE
R
NOTES:
1. According to Map No. 48085C0295 J, dated June 2, 2009, of the National Flood
Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas,
Federal Emergency Management Agency, Federal Insurance Administration,
this property is located in Zone X (unshaded) and is not within a special flood
hazard area. This flood statement shall not create liability on the part of the
surveyor.
2. All corners set are monumented with a 5/8-inch iron rod with plastic cap
stamped "KHA", unless otherwise noted.
3. All bearings shown are based on grid north of the Texas Coordinate System,
NAD83, North Central Zone 4202. All dimensions shown are ground distances.
To obtain a grid distance, multiply the ground distance by the Project Combined
Factor (PCF) of 0.999851477. Vertical Datum NAVD 88.
4. Selling a portion of this addition by metes and bounds is a violation of City
Ordinance and State Law and is subject to fines and withholding of utilities and
building permits.
5. All Open Spaces and Drainage Easements to be maintained by the HOA.
FINAL PLAT
BROOKSIDE PHASE 1B
110 RESIDENTIAL LOTS
2 OPEN SPACE LOTS
1 AMENITY CENTER LOT
BEING
50.585 ACRES
OUT OF THE
HARDIN WRIGHT SURVEY,
ABSTRACT NO. 957
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
SEPTEMBER 12, 2019
OWNER:
Meritage Homes of Texas, LLC.
8840 Cypress Waters Blvd., Suite 100
Dallas, Texas 75019
Ph: (972) 580-6329
Contact: David Aughinbaugh
APPLICANT:
Kimley-Horn and Associates, Inc.
13455 Noel Road - Two Galleria
OfficeTower, Suite 700
Dallas, TX 75240
Ph: (972) 776-1764
Contact: Bryan Moody, PE
Email: [email protected]
5/8" IRON ROD W/ "KHA" CAP SET
IRON ROD WITH CAP FOUND
MAG NAIL SET
PK NAIL FOUND
IRON ROD FOUND
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
IRSC
IRFC
MNS
PKF
IRF
XS
XF
LEGEND
POINT OF BEGINNINGP.O.B.
P.O.C. POINT OF COMMENCING
B.L. BUILDING LINE
D.E. DRAINAGE EASEMENT
S.S.E. SANITARY SEWER EASEMENT
W.E. WATER EASEMENT
W.M.E. WALL MAINTENANCE EASEMENT
U.E. UTILITY EASEMENT
L.R.C.C.T. LAND RECORDS, COLLIN COUNTY, TEXAS
M.R.C.C.T. MAP RECORDS, COLLIN COUNTY, TEXAS
O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS
SHEET LAYOUT
NTS
MA
TC
HL
IN
E - S
HE
ET
N
o. 1
2 1
NORTH
31
DW
G N
AM
E: K
:\F
RI_S
UR
VE
Y\061179170 B
RO
OK
SID
E-P
RIN
CE
TO
N\D
WG
\061179170 B
RO
OK
SID
E P
HA
SE
1B
_V
18.D
WG
P
LO
TT
ED
B
YM
AR
X, M
IC
HA
EL
9/12/2019 8:50 A
M LA
ST
S
AV
ED
8/29/2019 12:52 P
M
Scale Drawn by
JMH
Checked by Date Project No. Sheet No.
KHA 09/12/2019 061179170 3 OF 3
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
SU
RV
EY
OR
/E
NG
IN
EE
R
APPLICANT:
Kimley-Horn and Associates, Inc.
13455 Noel Road - Two Galleria
OfficeTower, Suite 700
Dallas, TX 75240
Ph: (972) 776-1764
Contact: Bryan Moody, PE
Email: [email protected]
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF COLLIN §
CITY OF PRINCETON §
WHEREAS MERITAGE HOMES OF TEXAS, LLC., is the owner of the following described tract of land:
BEING a tract of land situated in the Hardin Wright Survey, Abstract No. 957, City of Princeton, Collin County, Texas and being a portion of a called
146.090-acre tract of land described in Special Warranty Deed to Meritage Homes of Texas, LLC, recorded in Instrument No. 20171221001685440, Official
Public Records, Collin County, Texas, and being more particularly described by metes and bounds as follows:
BEGINNING at a 5/8-inch iron rod with plastic cap stamped “KHA” set for the southeast corner of a tract of land described in Dedication Deed to the City of
Princeton, Texas, recorded in Instrument No. 20150707000830480, said Official Public Records, same being on the southerly line of said 146.090-acre tract,
common to the northwest corner of Lot 1, Block B of Princeton Business Park, an addition to the City of Princeton, Texas, according to the Conveyance Plat,
recorded in Volume 2017, Page 737, Plat Records, Collin County, Texas;
THENCE North 0°24'50" East, departing the southerly line of said 146.090-acre tract and the northwest corner of said Lot 1, Block B, and along the easterly
line of said City of Princeton tract, a distance of 298.02 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set for the southernmost southwest corner of
Brookside Phase 1A, an Addition to the City of Princeton, according to the plat thereof recorded in Volume 2019, Page 443, Plat Records, Collin County,
Texas;
THENCE departing the easterly line of said City of Princeton tract and along the southerly line of said Brookside Phase 1A the following courses and
distances:
North 45°24'50" East, a distance of 42.43 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set for corner;
South 89°35'10" East, a distance of 335.00 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set at the beginning of a tangent curve to the left
having a central angle of 29°54'16", a radius of 525.00 feet, a chord bearing and distance of North 75°27'43" East, 270.91 feet;
In a northeasterly direction, with said curve to the left, an arc distance of 274.01 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set at the
beginning of a reverse curve to the right having a central angle of 17°54'23", a radius of 475.00 feet, a chord bearing and distance of North 69°27'46" East,
147.85 feet;
In a northeasterly direction, with said curve to the right, an arc distance of 148.45 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set for corner;
North 78°24'57" East, a distance of 365.49 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set at the beginning of a tangent curve to the right
having a central angle of 5°31'13", a radius of 975.00 feet, a chord bearing and distance of North 81°10'34" East, 93.90 feet;
In a northeasterly direction, with said curve to the right, an arc distance of 93.94 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set for the
southeast corner of said Brookside Phase 1A;
THENCE North 0°24'50" East, along the easterly line of said Brookside Phase 1A, a distance of 796.92 feet to a 5/8-inch iron rod with plastic cap
stamped “KHA” set for the easternmost northeast corner of said Brookside Phase 1A;
THENCE North 86°57'09" East, crossing said 146.090-acre tract, a distance of 85.89 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set for corner;
THENCE South 88°32'32" East, continuing across said 146.090-acre tract, a distance of 1182.34 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set
for corner;
THENCE South 78°49'16" East, continuing across said 146.090-acre tract, a distance of 78.59 feet to a 5/8-inch iron rod with plastic cap stamped “KHA” set
for corner on the easterly line of said 146.090-acre tract, same being on the westerly line of a called 96.007-acre tract described in deed as “Tract One” to
Georgia-Texas Land and Cattle Company, LLC, recorded in Instrument No. 20090407000407100, said Official Public Records;
THENCE South 2°14'33" West, along the easterly line of said 146.090-acre tract and the westerly line of said 96.007-acre tract, a distance of 1266.27 feet to
a 5/8-inch iron rod with plastic cap stamped “KHA” set for the southernmost southwest corner of said 146.090-acre tract, common to an angle point in the
westerly line of said 96.007-acre tract;
THENCE South 89°55'25" West, along the southerly line of said 146.090-acre tract and continuing along the westerly line of said 96.007-acre tract, a distance
of 320.73 feet to a 1/2-inch iron rod with plastic cap stamped “DAA” found for an angle point in the southerly line of said 146.090-acre tract, common to the
westernmost northwest corner of said 96.007-acre tract, same also being the northeast corner of Lot 3, Block B of said Princeton Business Park;
THENCE South 89°23'19" West, continuing along the southerly line of said 146.090-acre tract and the northerly line of Lots 1, 2 and 3, Block B of said
Princeton Business Park, a distance of 2199.31 feet to the POINT OF BEGINNING and containing 50.585 acres (2,203,470 sq. ft.) of land, more or less.
SURVEYOR'S CERTIFICATE
I, Michael B. Marx, do hereby certify that I prepared this plat from an
actual and accurate survey of the land, and that the corner monuments
shown thereon were properly placed under my supervision.
____________________________ ___________
Signature Date
Michael B. Marx
Registered Professional Land Surveyor #5181
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy., Suite 210
Frisco, Texas 75034
(972) 335-3580
STATE OF TEXAS
COUNTY OF COLLIN
BEFORE ME, the undersigned, a Notary Public in and for said County
and State, on this day personally appeared Michael B. Marx, 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.
WITNESS MY HAND AND SEAL OF OFFICE THIS THE ______ DAY
OF _________, 20_________.
___________________________________
Notary Public in and for the State of Texas
OWNER'S DEDICATION
KNOW ALL MEN BY THESE PRESENTS
That MERITAGE HOMES OF TEXAS, LLC, does hereby adopt this plat designating the hereinbefore described property as BROOKSIDE PHASE 1B, an
Addition to the City of Princeton, Collin County, Texas, and do hereby dedicate to the public use forever all streets, rights-of-way, alleys and easements
shown thereon. The City 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 or growths in which any way endanger or interfere with the construction, maintenance or efficiency of its respective systems on any of
these easements, and the 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 platting ordinances, rules, regulations, and resolutions of the City of Princeton, Texas.
MERITAGE HOMES OF TEXAS, LLC, an Arizona limited liability company
BY:
______________________________
David Aughinbaugh - Authorized Signatory
STATE OF ______________ §
§
COUNTY OF ____________ §
BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared David Aughinbaugh of
Meritage Homes of Texas, LLC., an Arizona limited liability company, 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 purpose and consideration therein expressed.
Given under my hand and seal of office this the ______ day of _____________________, 20______.
NOTICE
Selling a portion of this addition by metes and bounds is a violation of City
Ordinance and State Law and is subject to fines and withholding of
utilities and building permits.
"Recommended for Approval"
__________ ________________________ Date: ____________
Chairman, Planning & Zoning Commission
City of Princeton, Texas
"Approved"
__________ ________________________ Date: ____________
Mayor, City of Princeton, Texas
CERTIFICATE OF COMPLETION
"Accepted"
__________ ________________________ Date: ____________
Mayor, City of Princeton, Texas
The undersigned, the City Secretary of the City of Princeton, Texas,
hereby certifies that the foregoing final plat of the Brookside Phase 1B to the
City of Princeton was submitted to the City Council on the _______ day of
___________________ 20 ______,
and the Council, by formal action, then and there accepted the dedication of
streets, alleys, parks, easements, public places, 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. 20________
___________________________
City Secretary
City of Princeton, Texas
OWNER:
Meritage Homes of Texas, LLC.
8840 Cypress Waters Blvd., Suite 100
Dallas, Texas 75019
Ph: (972) 580-6329
Contact: David Aughinbaugh
FINAL PLAT
BROOKSIDE PHASE 1B
110 RESIDENTIAL LOTS
2 OPEN SPACE LOTS
1 AMENITY CENTER LOT
BEING
50.585 ACRES
OUT OF THE
HARDIN WRIGHT SURVEY,
ABSTRACT NO. 957
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
SEPTEMBER 12, 2019
32
33
34
35
36
37
38
39
40
PL20191021 – Preliminary Plat Request – a 1.522 acre tract of land adjacent to Monte Carlo Boulevard , Lot 7, Block 1, Phase 1 of Monte Carlo Subdivision, an Addition to the City of Princeton. Collin County, Texas, – Durrie L. Caldwell, – Applicant, Triangle Engineering, LLC, - Engineer. STAFF REPORT I. SITE DATA SITE DATA Existing Zoning: C-2 Commercial Existing use: None Lot Size: 1.522 Acres Direction Zoning Existing Land Use
North C-2 Commercial East PD#6 Single Family
South C-2 Commercial West MF-1 None
City of Princeton P&Z and City Council Staff
Report
41
REQUEST Applicant requests Commission recommend approval of preliminary plat submittal to the City Council request is for development of 1 Commercial lot to be operated as a Day Care Facility. 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 PL20191021 2. Recommend Denial to City Council of Preliminary Plat PL20191021
III. REVIEW HISTORY Body: Petition: Action: Date: Planning & Zoning Commission
Preliminary Plat meeting before the Commission
September 16, 2019
City Council Preliminary Plat Meeting before the city council
September 23, 2019
IV. STAFF RECOMMENDATION Recommend Approval of Preliminary Plat PL20191021 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 42
43
44
MO
NT
E C
AR
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B
OU
LE
VA
RD
(A
V
AR
IA
BLE
W
ID
TH
R
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HT
-O
F-W
AY
)
N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
MO
NT
E C
AR
LO
B
OU
LE
VA
RD
(A
V
AR
IA
BLE
W
ID
TH
R
IG
HT
-O
F-W
AY
)
N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
6'
24'
20'
15.5'
9'
9'
20'
20'
125.22'
147'
155'
39.37'
34.04'
39.66'
41.94'
1
0
1
1
.
3
8
1
1
.
3
1
1
.
3
10
10
172
172
172
172
8
8
8
8
13.75
13.75
13.75
13.75
ALPHA DAY CARE
CENTER
10,518 SQ FT
F.F.E=622.00'
DUMPSTER ENCLOSURE.
REFER PAVING DETAILS .
WHEEL STOPS.
SEE SITE DETAILS. TYP.
RAMPS. SEE
SITE DETAILS. TYP.
ADA EMBLEM.
SEE SITE DETAILS. TYP.
ADA SIGN.
SEE SITE DETAILS. TYP.
PROPOSED 6' HIGH WROUGHT
IRON FENCE WITH GATE
R
2
0
'
R
2
0
'
R
2
0
'
R
2
0
'
R
2
0
'
R
2
0
'
R
2
0
'
R
2
0
'
PLAY GROUND AREA 1
3009 SQ FT
PLAY GROUND AREA 2
7464 SQ FT
PLAY GROUND AREA 3
3654 SQFT
3.74'
6.79'
24'
SPLASH PAD
30'X30'
8'
REFER ALPHA ACADEMY
SPECIFICATION OF PLAYGROUND
EQUIPMENT DETAILS & STRUCTURAL
PLANS FOR PLAY GROUND
EQUIPMENT FOUNDATION DETAILS.
REFER ALPHA ACADEMY
SPECIFICATION OF PLAYGROUND
EQUIPMENT DETAILS & STRUCTURAL
PLANS FOR PLAY GROUND
EQUIPMENT FOUNDATION DETAILS.
DOUBLE WIDE
MAINTENANCE GATE (TYP)
SINGLE GATE (TYP)
SIDEWALK SEE
PAVING DETAILS
4' S
ID
EW
ALK
24'
R
2
0
'
24'
PROP MONUMENT SIGN
SEPARATE PERMIT REQUIRED.
CONNECT TO
EXISTING DRIVEWAY
CONNECT TO
EXISTING DRIVEWAY
5'
11'
4' SIDEWALK
23.54'
R
2
0
'
EXISTING FIRE HYDRANT
9'
PROPOSED 6' HIGH MASONRY
SCREEN WALL PER CITY OF
PRINCETON DETAILS ALONG
WESTERN PROPERTY LINE
20' R
EA
R Y
AR
D S
ET
BA
CK
PROP GREASE TRAP
R
2
0
'
PROPOSED WATER METERS
4' S
ID
EW
ALK
26.1'
25.42'
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
20'
20'
66
2
14
PROP HEAD WALL
PROP ROCK RIP-RAP
24'
10' W.E
PROP. SITE LIGHT
POLES (TYP).
RIS
ER
R
OO
M
5'
5'
14.5'
15' S.S.E
(BY SEPARATE
INSTRUMENT)
SITE LEGEND
CONCRETE CURB
SAW-CUT LINE
MONUMENT/PYLON SIGN
LIGHT POLE
WHEEL STOPS
HANDICAP SIGN
HANDICAP LOGO
STRIPING
FENCE
FIRE HYDRANT
RAMP
FIRE LANE
PARKING SPACES
DUMPSTER
9
RETAINING WALL
EXISTING LEGEND
EASEMENT
BOUNDARY
1/2" IR FOUND
1/2" IR SET
WATER METER
OHUOVERHEAD UTILITY LINE
UTILITY POLE
TRANS. BOX
ELECTRIC BOX
IR. VALVE
STORM DRAIN MH.
SAN. SEW. MH.
IRRIGATION VALVE
WATER VALVE
FIRE HYDRANT
CONCRETE COLUMN
GUY WIRE ANCHOR
LIGHT POLE
SAN. SEW. CO.
TELEPHONE PEDESTAL
Feet
0 20 40
C-3.0
TX PE FIRM #11525
T: 469.331.8566 F: 469.213.7145 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
VICINITY MAP
N.T.S.
N
SITE
SITE GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR
LOCAL JURISDICTION STANDARDS.
2. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS
TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH
UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR
EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES
OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE
CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF
EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY.
3. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR
DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR
SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND
CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE
PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH
UTILITIES.
4. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY
WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA,
CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS
THERETO.
5. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY
CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS
INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES,
DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS.
6. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED,
SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE
RECEIVED IN WRITING.
7. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE
ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH
DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT
INDICATED ON THE PLANS.
8. ALL CURB RADIUS TO BE 10' OR 2' UNLESS OTHERWISE NOTED ON THE SITE
PLAN.
EASEMENT/SETBACK LEGEND
SANITARY SEWER EASEMENT
WATER EASEMENT W.E.
S.S.E.
TOTAL PARKING PROVIDED: 28 PARKING SPACES
DAYCAREPROPOSED USE:
NUMBER OF LOTS:
CURRENT ZONING:
GROSS SITE ACREAGE:
BUILDING AREA:
1
C-2 (COMMERCIAL)
1.522 ACRES OR 66,285 S.F.
10,518 S.F.
HANDICAP PARKING PROVIDED:
IMPERVIOUS COVERAGE: 37,233 S.F. OR 56.18%
BUILDING HEIGHT:
PERVIOUS/LANDSCAPE AREA:
REGULAR PARKING REQUIRED: 25 PARKING SPACES
SITE DATA SUMMARY TABLE
29,052 S.F. OR 43.82%
NUMBER OF STORIES: 1
2 SPACES (1 VAN ACCESSIBLE)
HANDICAP PARKING REQUIRED: 2 SPACES (1 VAN ACCESSIBLE)
NUMBER OF PUPILS: 194
*(1 SP PER 8 PUPILS)
REGULAR PARKING PROVIDED: 26 PARKING SPACES
BUILDING COVERAGE: 15.86 %
FLOOR AREA RATIO: 1:0.15
SITE PLAN
Know what's below.
Call before you dig.
45
C-3.1
TX PE FIRM #11525
T: 214.609.9271 F: 469.359.6709 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
SITE DETAILS
1'-0"1'-0"
1'-0"2'-0" (MIN.) 2'-0" (MIN.)
6 1/2"
6 1/2"
5 1/2 "
GROUT HOLE FULL
DRAINAGE
OPENING
OPENING
DRAINAGE
7'-0" (MIN.)
8'-0" (MAX.)
2'-7
1
/2
"
6 1
/2
"
(M
IN
.)
1/2" STD PIPE OR 3/4" REINF. ROD
SHALL BE PLACED PRIOR TO SURFACING
OR IN A HOLE DRILLED IN THE
FINISHED SURFACE WITH A TIGHT
FIT OBTAINED BY AN APPROVED
METHOD, OR DRIVEN INTO THE SURFACING
1
1
(OPTIONAL 1"x3" HOLE)
HOLE FOR 1/2" STD. PIPE OR
1/2" MAX.
CLEARANCE
2 - #3 2 - #3
3/8" TOOLED EDGE (TYP.)
SECTION
1
ELEVATION
PLAN
4"
8"
(MIN.)
2"
END VIEWS
2 1
/2
"
3/4" DIAM. REINF. ROD
PRECAST CONCRETE WHEEL STOP DETAIL
N.T.S.
3'-0"
3'-0
"
2'-8
"
NOTES:
1. STENCIL ONE SYMBOL ONTO PARKING SURFACE IN EACH
ACCESSIBLE STALL
2. LOCATE PER ACCESSIBLE PARKING STALL DETAIL(S)
3. ALL LINES 2" WIDE PAINTED ON WHITE ON BLUE
BACKGROUND.
2" WIDE WHITE
REFLECTORIZED
PAINT STRIPING
BLUE BACKGROUND
ACCESSIBLE PARKING EMBLEM DETAIL
N.T.S.
12"
18
"
THIS SIGN TYPICAL
AT ALL ACCESSIBLE
PARKING
2" GALVANIZED
STEEL POST
80
" M
IN
C
LR
THIS SIGN TYPICAL
AT ALL VAN
ACCESSIBLE
PARKING
MOUNT SIGNS W/ (2)
5
16
" DIA. CARRAIGE
BOLTS W/ PEENED
THREADS.
18
"
12"
3,500 P.S.I. PC
CONCRETE
3"
ACCESSIBLE PARKING SIGN DETAIL
N.T.S.
TRUNCATED DOMES
CROSS SLOPE OF TOP
LANDING NOT TO
EXCEED 2% IN ANY
DIRECTION. TYP.
0" CURB FACE.
FLUSH SURFACE.
SEE SITE
PLAN
SEE SITE
PLAN
SEE SITE
PLAN
SE
E S
IT
E P
LA
N
0" CURB
FACE.
FLUSH
SURFACE
ACCESSIBLE PARKING
SIGN. PER DETAIL.
4" BLUE BORDERS.
4" BLUE/ WHITE PAINT.
45° DIAGONAL STRIPES
AT 36" MAX O.C.
ACCESSIBLE STALL.
CROSS SLOPE NOT TO
EXCEED 2% IN ANY
DIRECTION. TYP.
ACCESSIBLE PARKING
EMBLEM. PER DETAIL.
CURB
ACCESSIBLE PARKING STALL DETAIL
N.T.S.
NOTE:
1. AREA SHOWN THUS:
SHALL HAVE A MEDIUM TO HEAVY
BROOM TEXTURE FINISH,
PERPENDICULAR TO THE AXIS OF THE
RAMP.
SE
E
SIT
E
PLA
N
46
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
MO
NT
E C
AR
LO
B
OU
LE
VA
RD
(A
V
AR
IA
BLE
W
ID
TH
R
IG
HT
-O
F-W
AY
)
N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
MO
NT
E C
AR
LO
B
OU
LE
VA
RD
(A
V
AR
IA
BLE
W
ID
TH
R
IG
HT
-O
F-W
AY
)
N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
1
01
1
.
3
8
1
1
.
3
1
1
.
3
10
10
172
172
172
172
8
8
8
8
13.75
13.75
13.75
13.75
ALPHA DAY CARE
CENTER
10,518 SQ FT
F.F.E=622.00'
SPLASH PAD
30'X30'
4' S
ID
EW
ALK
4' SIDEWALK
EXISTING FIRE HYDRANT
20' R
EA
R Y
AR
D S
ET
BA
CK
4' S
ID
EW
ALK
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
10' W.E
6
2
1
618
6
2
2
6
2
3
6
2
1
6
2
2
6
2
3
619
6
2
1
6
2
4
6
2
5
6
2
4
6
2
4
RIS
ER
R
OO
M
618.75
15' S.S.E
(BY SEPARATE
INSTRUMENT)
620
620
61
9
61
8
6
1
9
621
GRADING LEGEND
EXISTING ELEVATION
TOP OF CURB ELEVATION
SIDEWALK ELEVATION
EXISTING MINOR CONTOURS
MINOR CONTOURS
HIGH POINT
GUTTER ELEVATION
TOP OF PAVEMENT
STORM PIPE
MAJOR CONTOURS
EXISTING MAJOR CONTOURS
FINISH FLOOR ELEVATION
DRAINAGE FLOW DIRECTION
CURB INLET
464.00 EX
467.00 FF
466.00 TC
465.50 G
465.00 SW
464.00 TP
464
465
RETAINING WALL
RIP-RAP
EXISTING LEGEND
EASEMENT
BOUNDARY
1/2" IR FOUND
1/2" IR SET
WATER METER
OHUOVERHEAD UTILITY LINE
UTILITY POLE
TRANS. BOX
ELECTRIC BOX
IR. VALVE
STORM DRAIN MH.
SAN. SEW. MH.
IRRIGATION VALVE
WATER VALVE
FIRE HYDRANT
CONCRETE COLUMN
GUY WIRE ANCHOR
LIGHT POLE
SAN. SEW. CO.
TELEPHONE PEDESTAL
C-4.0
TX PE FIRM #11525
T: 469.331.8566 F: 469.213.7145 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
Feet
0 20 40
VICINITY MAP
N.T.S.
N
SITE
GRADING GENERAL NOTES
1. ALL SURPLUS EXCAVATION AND WASTE MATERIAL SHALL BECOME THE PROPERTY
OF THE CONTRACTOR AND IT SHALL BE HIS SOLE RESPONSIBILITY TO REMOVE SUCH
SURPLUS EXCAVATION AND WASTE MATERIAL FROM THE SITE TO A PUBLIC DUMP
SITE APPROVED FOR THE DISPOSAL OF SUCH MATERIALS. IF SURPLUS EXCAVATION
IS REMOVED FROM THIS SITE TO ANOTHER PROPERTY, IT SHALL BE PLACED ON
SUCH PROPERTY WITH THE WRITTEN CONSENT OF THE OWNER(S) OF SUCH
PROPERTY. A COPY OF SUCH WRITTEN CONSENT SHALL BE PROVIDED TO THE
OWNER. IF THE CONTRACTOR WISHES TO DISPOSE OF SURPLUS EXCAVATION
ON-SITE, IT SHALL BE ONLY WITH THE PRIOR APPROVAL OF THE OWNERS PROJECT
REPRESENTATIVE AND CARE SHOULD BE TAKEN TO AVOID BLOCKING NATURAL
DRAINAGE AND INCREASING STEEP SLOPES. IF ANY OF THE HAULED EXCAVATION
MATERIAL IS TAKEN TO ANOTHER LOCATION WITHIN THE CITY LIMITS, THE OWNER OF
THE PROPERTY IS REQUIRED TO OBTAIN A LOT GRADING PERMIT BEFORE MATERIAL
IS DELIVERED.
2. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN STAKING AND TO VERIFY
PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO APPLY TO
BOTH VERTICAL ELEVATION AND HORIZONTAL ALIGNMENT.
3. THE CONTRACTOR SHALL PREPARE ALL LANDSCAPE AREAS INCLUDING STREET
RIGHT-OF-WAY AREAS TO AN ACCEPTABLE SUBGRADE CONDITION IN ACCORDANCE
WITH THE LANDSCAPE PLANS. IF THE CONTRACTOR IS NOT EMPLOYED TO PROVIDE
AND INSTALL LANDSCAPING, HE SHALL PREPARE A FINISHED AND COMPACTED
SUB-GRADE IN THE LANDSCAPING AREAS.
4. NO SLOPES TO EXCEED 3H:1V WITHOUT SLOPE STABILIZATION.
GRADING PLAN
Know what's below.
Call before you dig.
47
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N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
OH
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(A
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N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
1
0
1
1
.
3
8
1
1
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3
1
1
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3
10
10
17
2
17
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13.75
13.75
13.75
13.75
ALPHA DAY CARE
CENTER
10,518 SQ FT
F.F.E=622.00'
SPLASH PAD
30'X30'
4' S
ID
EW
ALK
4' SIDEWALK
20' R
EA
R Y
AR
D S
ET
BA
CK
4' S
ID
EW
ALK
DA-2
0.17
DA-7
0.43
6
2
1
618
6
2
2
6
2
3
6
2
1
6
2
2
6
2
3
619
6
2
1
6
2
4
6
2
5
6
2
4
6
2
4
RIS
ER
R
OO
M
618.75
62
0
620
61
9
61
8
DA-5
0.10
OS-1
1.84
6
1
9
DA-1
0.26
DA-3
0.22
DA-4
0.11
DA-6
0.24
621
POST-DRAINAGE LEGEND
DRAINAGE FLOW DIRECTION
DRAINAGE DIVIDE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
MINOR CONTOURS
MAJOR CONTOURS
DRAINAGE AREA NO.
DRAINAGE AREA ACREAGE
HIGH POINT
464
465
DA-2
0.50
EXISTING LEGEND
EASEMENT
BOUNDARY
1/2" IR FOUND
1/2" IR SET
WATER METER
OHUOVERHEAD UTILITY LINE
UTILITY POLE
TRANS. BOX
ELECTRIC BOX
IR. VALVE
STORM DRAIN MH.
SAN. SEW. MH.
IRRIGATION VALVE
WATER VALVE
FIRE HYDRANT
CONCRETE COLUMN
GUY WIRE ANCHOR
LIGHT POLE
SAN. SEW. CO.
TELEPHONE PEDESTAL
C-5.1
TX PE FIRM #11525
T: 469.331.8566 F: 469.213.7145 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
Feet
0 20 40
VICINITY MAP
N.T.S.
N
SITE
FLOOD PLAIN NOTE
THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED
(DETERMINED TO BE OF THE 0.20% ANNUAL CHANGE FLOODPLAIN) AS
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE
MAP NUMBER 48085c0285j, DATED JUNE 2, 2009 FOR TEXAS AND
INCORPORATED AREAS.
POST DRAINAGE PLAN
Know what's below.
Call before you dig.
48
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(A
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N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
OH
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(A
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F-W
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)
N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
1
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13.75
13.75
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13.75
ALPHA DAY CARE
CENTER
10,518 SQ FT
F.F.E=622.00'
SPLASH PAD
30'X30'
4' S
ID
EW
ALK
4' SIDEWALK
EXISTING FIRE HYDRANT
20' R
EA
R Y
AR
D S
ET
BA
CK
4' S
ID
EW
ALK
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
10' W.E
6
2
1
618
6
2
2
6
2
3
6
2
1
6
2
2
6
2
3
619
INSTALL:
1- 4:1 HEADWALL
FL 15'' = 617.32'
FL 15'' = 617.42'
INSTALL:
1 - WYE CONNECTION
FL 12'' = 617.96'
FL 15'' = 617.71'
INSTALL:
1 - 45° BEND
FL 15'' = 618.53'
INSTALL:
1 - HEADWALL
10'' Ø ORIFICE PLATE
FL 12'' = 616.97'
6
2
1
INSTALL:
1 - 5' CURB INLET #3
THROAT = 620.60'
TOP OF CURB = 621.10'
FL 12'' = 618.60'
INSTALL:
1- 4:1 HEADWALL
FL 15'' = 618.00'
15'' RCP @ 0.47% SLOPE
15'' RCP @ 0.41% SLOPE
6
2
4
6
2
5
6
2
4
6
2
4
RIS
ER
R
OO
M
618.75
INSTALL:
1 - 5' CURB INLET #2
THROAT = 621.19'
TOP OF CURB = 621.69'
FL 15'' = 618.94
INSTALL:
1 - 5' CURB INLET #1
THROAT = 620.98'
TOP OF CURB = 621.48'
FL 12'' = 618.73'
ROOF DRAIN.
6'' PVC (TYP.)
ROOF DRAIN.
6'' PVC (TYP.)
INSTALL:
1 - WYE CONNECTION
FL 12'' = 618.68'
FL 15'' = 618.43'
15'' RCP @ 0.41% SLOPE
15' S.S.E
(BY SEPARATE
INSTRUMENT)
620
620
61
9
61
8
6
1
9
621
STORM SEWER LEGEND
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
MINOR CONTOURS
MAJOR CONTOURS
STORM PIPE
CURB INLET
HIGH POINT
464
465
EXISTING LEGEND
EASEMENT
BOUNDARY
1/2" IR FOUND
1/2" IR SET
WATER METER
OHUOVERHEAD UTILITY LINE
UTILITY POLE
TRANS. BOX
ELECTRIC BOX
IR. VALVE
STORM DRAIN MH.
SAN. SEW. MH.
IRRIGATION VALVE
WATER VALVE
FIRE HYDRANT
CONCRETE COLUMN
GUY WIRE ANCHOR
LIGHT POLE
SAN. SEW. CO.
TELEPHONE PEDESTAL
C-6.0
TX PE FIRM #11525
T: 469.331.8566 F: 469.213.7145 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
Feet
0 20 40
VICINITY MAP
N.T.S.
N
SITE
STORM SEWER GENERAL NOTES
1. ALL STORM DRAIN CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN
ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, AND
SPECIFICATIONS UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL VERIFY EXISTING LOCATIONS, SIZES AND FLOW LINES
FOR ALL STORM SEWER SYSTEMS AND DRAINAGE STRUCTURES SHOWN ON THE
PLANS PRIOR TO CONNECTING PROPOSED STORM SEWER PIPES.
3. TWO WEEKS PRIOR TO CONNECTING TO EXISTING STORM DRAIN LINES, THE
CONTRACTOR SHOULD INSPECT THE EXISTING LINE AND CONTACT THE STORM
WATER INSPECTOR SHOULD THE LINE NEED TO BE CLEANED.
4. CONTRACTOR SHOULD INSPECT ALL STORM DRAIN OUTFALLS NO EARLIER
THAN TWO WEEKS PRIOR TO FINAL INSPECTION AND REMOVE ALL SILT AND
DEBRIS.
STORM SEWER PLAN
Know what's below.
Call before you dig.
49
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(A
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AR
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ID
TH
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IG
HT
-O
F-W
AY
)
N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
OH
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(A
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W
ID
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-O
F-W
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)
N01°22'41"E
155.00'
S88°52'14"E 427.23'
S01°04'13"W
155.00'
BA
SE
B
EA
RIN
G
N88°52'14"W 428.06'
1
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1
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172
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172
172
8
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13.75
13.75
13.75
13.75
ALPHA DAY CARE
CENTER
10,518 SQ FT
F.F.E=622.00'
SPLASH PAD
30'X30'
4' S
ID
EW
ALK
4' SIDEWALK
EXISTING FIRE HYDRANT
20' R
EA
R Y
AR
D S
ET
BA
CK
INSTALL:
1-90° BEND
INSTALL:
1-DBL CLEAN OUT
FL @ 4"=618.00'
INSTALL:
1-DBL CLEAN OUT
FL @ 6"=618.00'
INSTALL:
1- CLEAN OUT
FL @ 6"=616.37'
INSTALL:
1- 4"X6" WYE CONNECTION
FL 4'' = 616.38'
FL 6'' = 616.32'
INSTALL:
1- WYE CONNECTION
FL 6'' = 616.25
23 LF OF 8" SANITARY
SEWER STUB OUT
FL @ 8"= 615.11'
PROPOSED 202 LF OF 8" SANITARY
SEWER LINE @3.32 % SLOPE. DRY BORE &
STEEL ENCASEMENT. SEE UTILITY
DETAILS.(PUBLIC)
REPLACE EXISTING CLEAN
OUT W/ 4' Ø MANHOLE.
INSTALL:
1-SS MANHOLE
RIM = MATCH EXISTING
ELEVATION
FL 8" (W) IN=607.84'
FL 8" (E) OUT=606.42'
4' S
ID
EW
ALK
PROP GAS METER
INSTALL:
1- CLEAN OUT
FL @ 6"=615.32'
INSTALL:
1- GREASE TRAP
RIM= 621.94'
FL 4" (IN)=616.60'
FL 4" (OUT)=616.60'
INSTALL:
1- CLEAN OUT
FL @ 4"=616.66'
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
ACCESS EASEMENT BY
(SEPARATE INSTRUMENT)
INSTALL:
1-90° BEND
INSTALL:
1-(RPZA)REDUCED PRESSURE ZONE ASSEMBLY
1-327 LF OF 2" WATER LINE TO SPLASH PAD
10'
LIMIT OF SAW-CUT AND
PAVEMENT REMOVAL
PROPOSED TRANSFORMER ELECTRIC
SERVICE BY SERVICE PROVIDER.GC TO
COORDINATE W/LOCAL SERVICE
PROVIDER FOR INSTALLATION.
PROPOSED GAS SERVICE BY
SERVICE PROVIDER.GC TO
COORDINATE W/LOCAL SERVICE
PROVIDER FOR INSTALLATION.
INSTALL:
1-1" IRRIGATION METER
1-2" DOMESTIC WATER METER
2-(RPZA) REDUCED PRESSURE
ZONE ASSEMBLY.
INSTALL:
1-20X6" TAP
1-6" VALVE
1- 263 LF OF 6' WATER LINE TO THE
BUILDING
10' W.E
RIS
ER
R
OO
M
INSTALL:
1- WYE CONNECTION
FL 6'' = 615.27
15' S.S.E
(BY SEPARATE
INSTRUMENT)
INSTALL:
1-SS MANHOLE
RIM=621.40'
FL 6" (N) IN=614.82'
FL 8" (S) IN=614.65'
FL 8"(E) OUT=614.55'
PROPOSED 23 LF OF 6" SANITARY
SEWER LINE @ 2% SLOPE.(PUBLIC)
PROPOSED 88 LF OF 6" SANITARY
SEWER LINE @ 2% SLOPE.(PRIVATE)
PROPOSED 53 LF OF 6" SANITARY
SEWER LINE @ 2% SLOPE.(PRIVATE)
PROPOSED 67 LF OF 4" SANITARY
SEWER LINE @ 2% SLOPE.(PRIVATE)
INSTALL:
1- CLEAN OUT
PROPOSED 27 LF OF 6" SANITARY
SEWER LINE @ 1.2% SLOPE.
UTILITY LEGEND
GAS LINE
SANITARY SEWER LINE
WATER MAIN
STORM LINE
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER DOUBLE CLEANOUT
SANITARY SEWER SAMPLE PORT
UNDERGROUND ELECTRIC LINE
GREASE TRAP
FIRE HYDRANT
WATER METER
IRRIGATION METER
GAS METER
TRANSFORMER
LIGHT POLE
POWER POLE
DOMESTIC WATER LINE
FIRE DEPARTMENT CONNECTION-FDC
EXISTING LEGEND
EASEMENT
BOUNDARY
1/2" IR FOUND
1/2" IR SET
WATER METER
OHUOVERHEAD UTILITY LINE
UTILITY POLE
TRANS. BOX
ELECTRIC BOX
IR. VALVE
STORM DRAIN MH.
SAN. SEW. MH.
IRRIGATION VALVE
WATER VALVE
FIRE HYDRANT
CONCRETE COLUMN
GUY WIRE ANCHOR
LIGHT POLE
SAN. SEW. CO.
TELEPHONE PEDESTAL
C-8.0
TX PE FIRM #11525
T: 469.331.8566 F: 469.213.7145 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
Feet
0 20 40
VICINITY MAP
N.T.S.
N
SITE
UTILITY GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY/UTILITY COMPANY STANDARDS.
2. FIELD VERIFY LOCATION OF EXISTING WATER MAIN , SEWER MAIN, GAS, TELEPHONE AND ELECTRICAL LINE. POT HOLE RECOMMENDED PRIOR TO CONSTRUCTION BEGIN. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH
UTILITY SERVICE PROVIDERS.
3. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH
UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR
SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY.
4. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR
BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES.
5. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO.
6. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR
BETTER.
7. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES,
DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS.
8. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING.
9. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT
INDICATED ON THE PLANS.
ID
D
I
WATER METER & SANITARY SEWER SCHEDULE
TYPE SIZE NO. SAN. SEW.
DOM. 2" 1 6"
IRR. 1" 1 N/A
UTILITY PLAN
Know what's below.
Call before you dig.
50
TX PE FIRM #11525
T: 214.609.9271 F: 469.359.6709 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
C-8.1
UTILITY DETAILS
5/8" 7 1/2"
A
B
E
C
3/4"
H
G
D
F
C
LENGTHMETER SIZE
1" 11"
R
.
O
.
W
.
M
E
T
E
R
B
O
X
LC
36C STD.
PART NUMBER
DFW36C-SBSM*
DFW36C-BODY*
DFW36C-SBSM-LID* 1-3/4" LID = 10"
36C
36C
STD.
STD.
12-1/4"
12-1/4" TOP = 13-3/4"
BASE = 10"
LID = 15"
TOP = 19"
BASE = 18-1/4"
SERIES SIZE HEIGHT WIDTH LENGTH
* ROTEC BY DFW PLASTICS INCORPORATED OR APPROVED EQUAL.
I J
4
"
-
6
"
MAXIMUM SLOPE 1/4"/FT.
FRONT TO BACK OR BACK
TO FRONT
BOX TO BE
LEVEL SIDE TO
SIDE
MATERIAL LIST:
A. SERVICE CLAMP REQUIRED.
B. 1" CORPORATION STOP - SERVICE PIPE OUTLET. (SEE NOTE #2)
C. 1" SERVICE PIPE.
D. LOCKING ANGLE METER STOP; SERVICE PIPE INLET X SWIVEL
COUPLING NUT OUTLET:
· FOR 5/8" AND 3/4" METERS: 1" X 3/4"
· FOR 1" METERS: 1" X 1"
· SEE NOTE #2
E. PLASTIC RECTANGULAR METER BOX. (SEE TABLE BELOW)
F. PIPE CASING WHERE APPLICABLE. (AS PER DETAIL WT-01)
G. WATER METER, CENTERED IN BOX. (SEE TABLE BELOW)
H. WATER METER COUPLING; MALE I.P.T. X SWIVEL COUPLING NUT:
· FOR 5/8" AND 3/4" METERS: 3/4" X 8 1/2" LONG.
· FOR 1" METERS: LENGTH OF PIPE TO BE DETERMINED BY
CONTRACTOR. EXTEND PIPE TO 4"-6" OUTSIDE OF METER BOX.
I. BRONZE GATE VALVE: NON-RISING STEM (3/4" OR 1") FEMALE I.P.T.
(PROPERTY OWNERS CUT-OFF OUTSIDE METER BOX IN SEPARATE
VALVE CAN WITH LID.
J. 3/4" OR 1" PIPE MEETING CITY CODE REQUIREMENTS.
NOTES:
1. SERVICE PIPE SHALL BE COPPER TUBE SIZE. IT MAY BE 150 PSI
ANNEALED SEAMLESS TYPE "K" COPPER TUBING OR 200 PSI BLACK
COLORED POLYETHYLENE HAVING A DIMENSION RATIO OF 9 (DR9).
2. ALL STAINLESS STEEL INSERTS THAT COME WITH COMPRESSION
FITTINGS SHALL NOT BE USED ON ANY CONNECTIONS.
3. SERVICE SADDLES SHALL BE WRAPPED COMPLETELY WITH 8 MIL.
POLYETHYLENE FILM.
4. TOP OF BOXES SHALL BE 1" ABOVE FINISHED GRADE.
5. PIPING AND TUBING SHALL BE INSTALLED IN ACCORDANCE WITH
SECTION 510.3 OF THE STANDARD SPECIFICATIONS. SPECIAL
ATTENTION IS CALLED TO "PIPE BEDDING ENVELOPE" AND
"BACKFILLING", SECTIONS 510.3 (14) AND 510.3 (25), RESPECTIVELY.
6. AXIS OF METER ASSEMBLY (LINE THROUGH METER STOP, METER,
PIPING AND OWNERS CUTOFF) SHALL BE 10" BELOW TOP OF BOX.
7. SLOTS PROVIDED IN METER BOX TO ACCOMODATE PIPING INTO AND
OUT OF BOX, SHALL NOT BE MODIFIED.
8. LOCATION OF METER BOXES SHALL BE SUBJECT TO THE APPROVAL
OF THE C.O.R.R.
7 1/2"
1" & 3/4" WATER METER DETAIL
N.T.S.
90 LBS. OF CONCRETE EACH.
CONCRETE THRUST BLOCKS,
SIDE.
SERVICE
LENGTH AND WIDTH.
DEVICE AS SPECIFIED.
REDUCED PRESSURE BACKFLOW
HE
IG
HT
A
S
PE
R L
OC
AL
CO
DE
.
4" THICK MIN.
CONCRETE PAD.
NIPPLE, TYPICAL.
GALVANIZED ELL AND
MAIN LINE, SIZE
PVC COUPLER OR
REDUCER AS REQ., TYP.
AS PER PLANS.
BACKFLOW COVER
AS SPECIFIED.
AND ELL AS REQUIRED.
GALVANIZED NIPPLES
GALVANIZED UNIONS
GALVANIZED RISERS.
AT EACH SIDE.
COVER SIZE + 6"
RP BACKFLOW WITH ENCLOSURE DETAIL
N.T.S.
7" 10" 7"10"
12
"3
"
45°
1/8" PER FT. MIN. FLOW
45°
CLEANOUT
L
C
4" DIA. PVC RISER
SANITARY SEWER DOUBLE CLEAN-OUT
N.T.S.
PROPOSED FINISHED
SURFACE OR A.C.
PAVEMENT
CONSTRUCT CONCRETE
(CLASS 520-C-2500)
AROUND FRAME AND PIPE
MAINLINE WYE
FITTING
MAINLINE
SEWER PIPE
4" DIA. P.V.C.
45° BEND
4" P.V.C. SLEEVE-THREADED
ADAPTER WITH 4" DIAMETER
BRASS THREADED FERRULE
MAINLINE WYE
FITTING
FLOW
MAINLINE
SEWER PIPE
CLEANOUT
L
C
INSTALL ALHAMBRA FOUNDRY
A-1240 HEAVY DUTY COVER AND
FRAME OR EQUIVALENT. COVER
SHALL BE MARKED "C.O."
PROPOSED FINISHED
GRADE OF DIRT
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION
(M
IN
.)
SIZE OF RISER PIPE PER LOCAL CODES
10
"
DIRECTION OF FLOW
WYE
CRUSHED STONE PER LOCAL CODES
12" 12"
45° BEND
THREADED PVC CLEANOUT PLUG
ADJUSTABLE HEAD
SANITARY SEWER CLEAN-OUT
N.T.S.
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
NOTE:
SEE APPLICABLE DETAIL FOR
BACKFILL AND BEDDING
INSTRUCTIONS.
4" MIN. 2500 PSI P.C.
CONCRETE COLLAR
1" IN GRASSY AREA
0" IN PAVED AREA
HEAVY DUTY COVER W/
LETTERS "C.O." CAST
GRADE SURFACE AWAY
FROM CLEAN OUT
SEWER
SERVICE PIPE
"WYE "
CONNECTION
EDGE OF PAVEMENT
T-WYE
SEWER
SERVICE PIPE
4'-0
" M
IN
.
ED
GE
O
F P
AV
EM
EN
T
TOP VIEW
SEWER MAIN
ELEVATION
45~DEG.~BEND
RUBBER CAP W/ CLAMP
SERVICE LINE
TO THE BLDG.
EXISTING
SEWER MAIN
FL
OW
D
IR
EC
TIO
N
SERVICE LINE
TO THE BLDG.
SEWER TAP DETAIL
N.T.S.
OR
B
AC
K O
F C
UR
B
UNDISTURBED SOIL, CALICHE
LOOSE OR SPONGY SOIL
LIMESTONE
SOIL TYPE
B. MAXIMUM SOIL BEARING:
+ 50% SURGE ALLOWANCE
A. PRESSURE OF 150 P.S.I. (ACTUAL IF HIGHER)
THRUST BLOCK DESIGN AS FOLLOWS: PRESSURE
4,000 LBS./SQ. FT.
2,000 LBS./SQ. FT.
1,500 LBS./SQ. FT.
C. ALL PIPE & FITTING TO BE WRAPPED WITH
40 PLASTIC MIL.
VERTICAL BEND
TEE/OUTLET
HORIZONTAL BEND
PIP
E O
.D
. +
4
"
2"
6"-12"
6"
PROPOSED MAIN
ADEQUATE TO
CLEAR JOINT
AND BOLTS
PIP
E O
.D
. +
4
"
2"
6"
OU
TL
ET
O.D
. M
IN
PROPOSED MAIN
O.D./2 TRENCH WIDTH
NO. 5
REBAR
O.D
. +
6
"O
.D
. +
1
'-6
"
6" MIN.
NO. 5 REBAR
ONE FOR EACH
LINEAR FOOT OF
PIPE IN BEND
6"-12"
THRUST BLOCK DETAIL
N.T.S.
PRE-CAST SANITARY SEWER MANHOLE
N.T.S.
IN NON-SHRINKING GROUT
(TYP.)
6"
CURVE AS POSSIBLE)
(PROVIDE AS LARGE A
A
BOTTOM OF GROOVE TO
MATCH PIPE INVERTS
A
GROOVE IN CONCRETE BASE
PIPE AS SPECIFIED
ON UTILITY PLAN
GRADE LINE
SEC. B-B
30" MIN.
4'-0"
LADDER
5" MIN.
VA
RIA
BL
E
B
TO FIRST JOINT
SEC. A-A
(M
IN
.)
B
PIPE PROTECTION
CONCRETE FILLET FOR
GROUT FRAME TO MANHOLE
CAST IRON MANHOLE RING & COVER,
HEAVY DUTY, USE ONLY NON-VENTED COVER
GRADE RINGS AS REQUIRED
PRECAST CONCRETE CONE SECTION
GASKET BETWEEN ALL SECTIONS
PAINT EXTERIOR OF MANHOLE WITHIN 5" OF
JOINT WITH MASTIC WATERPROOFING.
PRECAST CONCRETE SECTIONS
RUBBER GASKET PER MANUFACTURER'S SPECS
PIPE SIZE (SEE UTILITY PLAN)
JOINT TO BE 1'-6" MAX.
FROM MANHOLE
CAST IN PLACE BASE & INVERT POURED
MONOLITHICALLY. BASE MUST SUPPORT PIPE
RUNGS
8"
51
ST
A: 0
+0
0.0
0
RE
PL
AC
E E
XIS
TIN
G
CL
EA
N-O
UT
W
IT
H
4' Ø
S
AN
.S
EW
M
AN
HO
LE
RIM
=M
AT
CH
E
XIS
TIN
G
FL
8
" (W
) IN
=6
07
.8
4'
FL
8
"(E
) O
UT
=6
06
.4
2'
ST
A: 2
+0
1.6
3
IN
ST
AL
L:
SA
N.S
EW
M
AN
HO
LE
RIM
=6
21
.3
0'
FL
6
" (N
) IN
=6
14
.8
2'
FL
8
"(S
) IN
=6
14
.6
5'
FL
8
" (E
) O
UT
=6
14
.5
5''
ST
A: 2
+2
3.6
7
IN
ST
AL
L:
1 - W
YE
C
ON
NE
CT
IO
N
FL
6
" =
61
5.2
7'
PUBLIC SANITARY SEWER PROFILE
HORIZ. SCALE: 1'' = 30'
VERT. SCALE: 1'' = 5'
C-8.2
TX PE FIRM #11525
T: 469.331.8566 F: 469.213.7145 E: [email protected]
W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013
Planning Civil Engineering Construction Management
CITY OF PRINCETON
COLLIN COUNTY, TEXAS
ALPHA DAY CARE CENTER
MONTE CARLO BOULEVARD
MONTE CARLO SUBDIVISION PHASE I
Know what's below.
Call before you dig.
SANITARY SEWER PROFILE
52
53
54
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