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City Packets - City Council - 02/06/2024 - Regular
Agenda Item No:1.5 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: City Secretary Item Type: Miscellaneous Agenda Section: Subject: Items of Community Interest Suggested Action: Attachments: 4 Agenda Item No:1.6 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Lindsey Stansell Submitting Department: Parks & Recreation Item Type: Announcement Agenda Section: Subject: Receive presentation from Parks and Recreation regarding upcoming events and activities. (Stansell) Suggested Action: Attachments: 5 Agenda Item No:3.1 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Lindsey Stansell Submitting Department: Parks & Recreation Item Type: Discussion Agenda Section: Subject: Discuss and provide direction to staff regarding future American Heroes event. (Stansell) Suggested Action: Attachments: 6 Agenda Item No:3.2 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: General Admin Item Type: Discussion Agenda Section: Subject: Discuss and provide direction to staff regarding the 2024 City Council Retreat. (Miller) Suggested Action: Attachments: 7 Agenda Item No:3.3 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: City Secretary Item Type: Discussion Agenda Section: Subject: Council to provide direction to staff regarding future agenda items. (Council) Suggested Action: Attachments: 8 Agenda Item No:4.1 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: City Secretary Item Type: Minutes Agenda Section: Subject: Consider approving City Council Regular Session meeting minutes from January 16, 2024. (Stewart) Suggested Action: Attachments: January 16, 2024 DRAFT Minutes.docx 9 1 These items are strictly public service announcements. Expressions of thanks, congratulations or condolences; information regarding holiday schedules; honorary recognition of city officials, employees or other citizens; reminders about upcoming events sponsored by the City or other entity that are scheduled to be attended by a city official or city employee. No action will be taken and no direction will be given regarding these items. MINUTES OF THE CITY COUNCIL REGULAR SESSION HELD ON JANUARY 16, 2024 The Regular Session of the City Council of the City of The Colony, Texas, was called to order at 6:30 p.m. on the 16 th day of January 2024, at City Hall, 6800 Main Street, The Colony, Texas, with the following roll call: Richard Boyer, Mayor Judy Ensweiler, Deputy Mayor Pro Tem Robyn Holtz, Councilmember Brian Wade, Councilmember Dan Rainey, Councilmember Perry Schrag, Mayor Pro Tem Joel Marks, Councilmember Present Present Present Present Present Present Present And with 7 councilmembers present a quorum was established and the following items were addressed: 1.0 ROUTINE ANNOUNCEMENTS, RECOGNITIONS and PROCLAMATIONS 1.1 Call to Order Mayor Boyer called the meeting to order at 6:30 p.m. 1.2 Invocation Councilman Schrag delivered the invocation. 1.3 Pledge of Allegiance to the United States Flag The Pledge of Allegiance to the United States Flag was recited. 1.4 Salute to the Texas Flag Salute to the Texas Flag was recited. 1.5 Items of Community Interest 1.5.1 Receive presentation from the Library regarding upcoming events and activities. Library Director, Megan Charters, provided upcoming events and activities to the Council. 2.0 CITIZEN INPUT Alex Eicke, 7305 Elm, expressed a concern with a zoning issue on his street. Ashley Tanner, 4813 Jennings, requested to have a future discussion on backyard chickens. 10 City Council – Regular Meeting Agenda January 16, 2024 Page| 2 3.0 WORK SESSION 3.1 Discuss and provide direction to Staff regarding sale and service of alcohol at Fivestar Park by The Athletic Club. Alex Eicke, 7305 Elm, spoke against this item. Brad Baker, 3653 Cottonwood Springs, President of The Colony’s Softball Association, spoke against this item. Council provided discussion on this item. Eric Woerner, Athletic Club Representative, answered questions from Council. Executive Session was convened at 7:22 p.m. Regular Session was reconvened at 7:46 p.m. City Attorney, Jeff Moore, was directed to conduct research and bring information back to a future meeting. 3.2 Council to provide direction to staff regarding future agenda items. None. 4.0 CONSENT AGENDA Motion to approve all items from the Consent Agenda – Ensweiler; second by Marks, motion carried with all ayes. 4.1 Consider approving City Council Regular meeting minutes from January 2, 2024. 4.2 Consider approving Council expenditures for November 2023. 4.3 Consider approving a resolution authorizing the Mayor to execute a Partial Release of Easement document to authorize the release and discharge of a portion of a Drainage Easement recorded in Document No. 2017-121580 in the Real Property Records of Denton County. RESOLUTION NO. 2024-008 4.4 Consider approving a resolution authorizing the City Manager to execute an Engineering Services Contract Amendment No. 1 in the amount of $ 65,300.00 11 City Council – Regular Meeting Agenda January 16, 2024 Page| 3 with HDR Engineering, Inc. for a Sanitary Sewer Pipe Crossing Replacement on a USACE property near Reagan Place. RESOLUTION NO. 2024-009 5.0 REGULAR AGENDA ITEMS 5.1 Discuss and consider approving a resolution authorizing the City Manager to execute a payment to Gracon Construction for approved change orders in the amount of $280,173.31. Public Works Director, James Whitt, gave an overview of this item. Motion to approve –Marks; second by Rainey, motion carried with all ayes. RESOLUTION NO. 2024-010 5.2 Discuss and consider approving a resolution authorizing the City Manager to execute an agreement with Carollo Engineering for Professional Services pertaining to the design and engineering services for the Stewart Creek Wastewater Treatment Plant Expansion Phase 2B, New Clarifiers and Aeration Basins to replace the old “A” train and “B” train Clarifiers and Aeration Basins, in the amount of $4,867,272.00 with funding provided by SLFRF funding to be a supplemental appropriation to the FY 2023-24 CIP budget from the utility tax supported debt service fund. Assistant City Manager, Tim Miller along with Troy Laman, P.E. with Carollo Engineering, provided an overview of this item. Motion to approve –Wade; second by Schrag, motion carried with all ayes. RESOLUTION NO. 2024-011 Executive Session was convened at 8:29 p.m. 6.0 EXECUTIVE SESSION 6.1 A. Council shall convene into a closed executive session pursuant to Sections 551.071, 551.072 and 551.087 of the Texas Government Code to receive legal advice, to deliberate regarding purchase, exchange, lease or value of real property, and to deliberate regarding commercial or financial information the city has received from a business prospect(s), and to deliberate the offer of a financial or other incentive to a business prospect(s). Regular Session was reconvened at 8:53 p.m. 7.0 EXECUTIVE SESSION ACTION 12 City Council – Regular Meeting Agenda January 16, 2024 Page| 4 7.1 A. Any action as a result of executive session regarding purchase, exchange, lease or value of real property and commercial or financial information the city has received from a business prospect(s), and the offer of a financial or other incentive to a business prospect(s). Motion to approve an incentive for Reserve Auto in the amount of $750,000.00 for site work, development fees and infrastructure-Holtz; second by Ensweiler, motion carried with all ayes. ADJOURNMENT With there being no further business to discuss the meeting adjourned at 8:54 p.m. APPROVED: __________________________________ Richard Boyer, Mayor City of The Colony, Texas ATTEST: _____________________________________ Tina Stewart, TRMC, CMC, City Secretary 13 Agenda Item No:4.2 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: General Admin Item Type: Resolution Agenda Section: Subject: Consider approving a resolution authorizing continued participation with the Steering Committee of Cities served by Oncor. (Miller) Suggested Action: Attachments: Model Staff Report OCSC 2024 Assessment.docx Res. 2024-xxx Steering Committee continued participation.docx 14 7990691 STAFF REPORT ON ASSESSMENT RESOLUTION FOR STEERING COMMITTEE OF CITIES SERVED BY ONCOR Purpose of the Resolution The City of ____________ is a member of a 169-member city coalition known as the Steering Committee of Cities Served by Oncor (Steering Committee). The resolution approves the assessment of a ten cent ($0.10) per capita fee to fund the activities of the Steering Committee. Why this Resolution is Necessary The Steering Committee undertakes activities on behalf of municipalities for which it needs funding support from its members. Municipalities have original jurisdiction over the electric distribution rates and services within the city. The Steering Committee has been in existence since the late 1980s. It took on a formal structure in the early 1990s. Empowered by city resolutions and funded by per capita assessments, the Steering Committee has been the primary public interest advocate before the Public Utility Commission, ERCOT, the courts, and the Legislature on electric utility regulation matters for over three decades. The Steering Committee is actively involved in rate cases, appeals, rulemakings, and legislative efforts impacting the rates charged by Oncor Electric Delivery Company, LLC within the City. Steering Committee representation is also strong at ERCOT. It is possible that additional efforts will be necessary on new issues that arise during the year, and it is important that the Steering Committee be able to fund its participation on behalf of its member cities. A per capita assessment has historically been used, and is a fair method for the members to bear the burdens associated with the benefits received from that membership. Explanation of “Be It Resolved” Paragraphs I.The City is currently a member of the Steering Committee; this paragraph authorizes the continuation of the City’s membership. II.This paragraph authorizes payment of the City’s assessment to the Steering Committee in the amount of ten cents ($0.10) per capita, based on the population figure for the City as shown in the latest TML Directory of City Officials. III.This paragraph requires payment of the 2024 assessment be made and a copy of the resolution be sent to the Steering Committee. Payment of Assessment A copy of the resolution should be mailed with payment of the fee to Brandi Stigler, Steering Committee of Cities Served by Oncor, c/o City Attorney’s Office, Mail Stop 63-0300, 101 S. Mesquite St., Suite 300, Arlington, Texas 76010. Checks should be made payable to: Steering Committee of Cities Served by Oncor. 15 CITY OF THE COLONY, TEXAS RESOLUTION NO. 2024 - ________ A RESOLUTION AUTHORIZING CONTINUED PARTICIPATION WITH THE STEERING COMMITTEE OF CITIES SERVED BY ONCOR; AND AUTHORIZING THE PAYMENT OF TEN CENTS PER CAPITA TO THE STEERING COMMITTEE TO FUND REGULATORY AND LEGAL PROCEEDINGS AND ACTIVITIES RELATED TO ONCOR ELECTRIC DELIVERY COMPANY, LLC. WHEREAS,the City of The Colony is a regulatory authority under the Public Utility Regulatory Act (PURA) and has exclusive original jurisdiction over the rates and services of Oncor Electric Delivery Company, LLC (Oncor) within the municipal boundaries of the city; and WHEREAS,the Steering Committee of Cities Served By Oncor (Steering Committee) has historically intervened in Oncor rate proceedings and electric utility related rulemakings to protect the interests of municipalities and electric customers residing within municipal boundaries; and WHEREAS,the Steering Committee is participating in Public Utility Commission dockets and projects, as well as court proceedings, and legislative activity, affecting transmission and distribution utility rates; and WHEREAS,the City is a member of the Steering Committee; and WHEREAS,the Steering Committee functions under the direction of an Executive Committee which sets an annual budget and directs interventions before state and federal agencies, courts and legislatures, subject to the right of any member to request and cause its party status to be withdrawn from such activities; and WHEREAS,the Steering Committee at its December 2023 meeting set a budget for 2024 that compels an assessment of ten cents ($0.10) per capita; and WHEREAS,in order for the Steering Committee to continue its participation in these activities which affects the provision of electric utility service and the rates to be charged, it must assess its members for such costs. 16 2 NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS. I. That the City is authorized to continue its membership with the Steering Committee of Cities Served by Oncor to protect the interests of the City of The Colony and protect the interests of the customers of Oncor Electric Delivery Company, LLC residing and conducting business within the City limits. II. The City is further authorized to pay its assessment to the Steering Committee of ten cents ($0.10) per capita based on the population figures for the City shown in the latest TML Directory of City Officials. III. A copy of this Resolution and the assessment payment check made payable to “Steering Committee of Cities Served by Oncor”shall be sent to Brandi Stigler, Steering Committee of Cities Served by Oncor, c/o City Attorney’s Office, Mail Stop 63-0300, 101 S. Mesquite St., Suite 300, Arlington, Texas 76010. PRESENTED AND PASSED on this the 6th day of February, 2024, by a vote of ______ ayes and ______ nays at a regular meeting of the City Council of the City of The Colony, Texas. Richard Boyer, Mayor City of The Colony, Texas ATTEST: Tina Stewart,TRMC, CMC, City Secretary APPROVED AS TO FORM: Jeffrey L. Moore, City Attorney 17 Agenda Item No:4.3 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: Fire Item Type: Resolution Agenda Section: Subject: Consider approving a resolution authorizing the City Manager to execute an Interlocal agreement among the cities of Aubrey, Carrollton, Celina, Coppell, Denton, Frisco, Highland Village, Lewisville, Pilot Point, Roanoke, Sanger, The Colony, Denton County, Lake Cities Fire Department, the towns of Flower Mound, Little Elm, Prosper, Trophy Club, by and through the Denton County Fire Marshal's Office for the provision of an Arson Task Force in Denton County. (Thompson) Suggested Action: Attachments: Fire/Arson Task Force Interlocal Agreement Res. 2024-xxx Arson Task Force.doc 18 19 20 21 22 23 24 25 26 27 28 29 CITY OF THE COLONY, TEXAS RESOLUTION NO. 2024 - _________ A RESOLUTION OF THE CITY OF THE COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO EXECUTE AN INTERLOCAL COOPERATION AGREEMENT AMONG THE CITIES OF AUBREY, CARROLLTON, CELINA, COPPELL, DENTON, FRISCO, HIGHLAND VILLAGE, LEWISVILLE, PILOT POINT, ROANOKE, SANGER, THE COLONY, DENTON COUNTY, LAKE CITIES FIRE DEPARTMENT, THE TOWNS OF FLOWER MOUND, LITTLE ELM, PROSPER, TROPHY CLUB, BY AND THROUGH THE DENTON COUNTY FIRE MARSHAL’S OFFICE FOR THE PROVISION OF AN ARSON TASK FORCE IN DENTON COUNTY; PROVIDING AN EFFECTIVE DATE. WHEREAS, there is a need for investigative and prosecutorial cooperation in suspected arson cases in Denton County; and WHEREAS,the parties hereto have determined that the best possible method for attacking the fire and arson problem within Denton County is an agreement establishing such cooperation by way of a Task Force; and WHEREAS,the parties desire to enter into this agreement to provide investigative and prosecutorial cooperation in connection with fire and arson cases; and WHEREAS,each party is authorized to perform the services contemplated herein; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS: Section 1.That the City Manager of the City of The Colony, Texas, is hereby authorized and empowered to execute an Interlocal Cooperation Agreement among the cities of Aubrey, Carrollton, Celina, Coppell, Denton, Frisco, Highland Village, Lewisville, Pilot Point, Roanoke, Sanger, The Colony, Denton County, Lake Cities Fire Department, the towns of Flower Mound, Little Elm, Prosper, Trophy Club, by and through the Denton County Fire Marshal’s Office for the provision of Arson Task Force in Denton County as defined in the Agreement. Section 2.That this resolution shall take effect immediately from and after its passage. 30 PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS THIS 6TH DAY OF FEBRUARY 2024. ____________________________________ Richard Boyer, Mayor City of The Colony, Texas ATTEST: ___________________________________ Tina Stewart, TRMC, CMC, City Secretary APPROVED AS TO FORM: ___________________________________ Jeffrey L. Moore, City Attorney 31 Agenda Item No:4.4 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: Fire Item Type: Ordinance Agenda Section: Subject: Consider approving an ordinance adopting the 2021 Edition of the International Fire Code, and local amendments to the International Fire Code. (Lucas) Suggested Action: Attachments: Ord. 2024-xxxx Adoption of 2021 International Fire Code.docx 32 Page 1 of 33 CITY OF THE COLONY, TEXAS ORDINANCE NO. 2024 - ________ 2021 INTERNATIONAL FIRE CODE WITH LOCAL AMENDMENTS AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, AMENDING CHAPTER 9, ARTICLE III, OF THE CODE OF ORDINANCES OF THE CITY OF THE COLONY, TEXAS, BY REPEALING IN ITS ENTIRETY SECTION 9-40, ENTITLED “FIRE CODE”, AND REPLACING IT WITH A NEW SECTION 9-40, ENTITLED “INTERNATIONAL FIRE CODE ADOPTED,” BY ADOPTING THE 2018 EDITION OF THE INTERNATIONAL FIRE CODE, AND LOCAL AMENDMENTS TO THE INTERNATIONAL FIRE CODE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A REPEALER CLAUSE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS,the City Council of the City of The Colony, Texas, is of the opinion that the 2021 Edition of the International Fire Code, along with local amendments hereto, should be adopted as the Fire Code for the City of The Colony, Texas. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS: SECTION 1. That the findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2.That the Code of Ordinances of the City of The Colony, Texas, be, and the same is, hereby amended by amending Chapter 9, Article III, by repealing in its entirety Section 9-40, and replacing it with a new Section 9-40, entitled “International Fire Code Adopted,” which shall read as follows: Sec. 9-40. International Fire Code Adopted. (a)Adoption. The International Fire Code, 2021 edition, is hereby adopted and designated as the Fire Code for the City of The Colony, Texas. A copy of the 2021 Edition of the International Fire Code is on file in the office of the city secretary. (b)Local Amendments. The following provisions are local amendments to the 2021 International Fire Code. Each provision in this subsection is a substitute for the identically numbered provision contained in the 2021 International Fire Code or is an additional provision added to the 2021 International Fire Code. 33 Page 2 of 33 Section 102.1; change #3 to read as follows: 3. Existing structures, facilities, and conditions when required in Chapter 11 or in specific sections of this code. Section 105.3.3; change to read as follows: 105.3.3 Occupancy Prohibited before Approval.The building or structure shall not be occupied prior to the fire code official issuing a permit when required and conducting associated inspections indicating the applicable provisions of this code have been met. Section 105.7; add Section 105.7.26 to read as follows: 105.7.26 Electronic access control systems. Construction permits are required for the installation or modification of an electronic access control system, as specified in Chapter 10. A separate construction permit is required for the installation or modification of a fire alarm system that may be connected to the access control system. Maintenance performed in accordance with this code is not considered a modification and does not require a permit. Section 107.3; delete this section in its entirety: 107.3 Permit valuations.The applicant for a permit shall provide an estimated permit value at the time of application. Permit valuations shall include the total value of work, including materials and labor, for which the permit is being issued, such as electrical, gas, mechanical, plumbing equipment and permanent systems. If, in the opinion of the fire code official, the valuation is underestimated on the application, the permit shall be denied unless the applicant can show detailed estimates to meet the approval of the fire code official. Final permit valuation shall be set by the fire code official. Sec. 112.4 Violations penalties. Any person, firm, or corporation violating any of the provisions or terms of this Ordinance shall be guilty of a misdemeanor and, upon conviction, shall be subject to a fine not to exceed Two Thousand and No/100 Dollars ($2,000.00) for each offense, and each and every day any such violation shall continue shall be deemed to constitute a separate offense.” Section 202; amend and add definitions to read as follows: [B] AMBULATORY CARE FACILITY. Buildings or portions thereof used to provide medical, surgical, psychiatric, nursing, or similar care on a less than 24-hour basis to persons who are rendered incapable of self-preservation by the services provided or staff has accepted responsibility for care recipients already incapable. This group may include but not be limited to the following: - Dialysis centers - Procedures involving sedation -Sedation dentistry - Surgery centers - Colonic centers - Psychiatric centers [B] ATRIUM. An opening connecting three or more stories…{remaining text unchanged} 34 Page 3 of 33 [B] DEFEND IN PLACE. A method of emergency response that engages building components and trained staff to provide occupant safety during an emergency. Emergency response involves remaining in place, relocating within the building, or both, without evacuating the building. FIRE WATCH. A temporary measure intended to ensure continuous and systematic surveillance of a building or portion thereof by one or more qualified individuals or standby personnel when required by the fire code official or designee, for the purposes of identifying and controlling fire hazards, detecting early signs of unwanted fire, raising an alarm of fire and notifying the fire department until the cause for fire watch is remedied or relieved by fire code official. FIREWORKS.Any composition or device for the purpose of producing a visible or an audible effect for entertainment purposes by combustion, deflagration, or detonation, and/or activated by ignition with a match or other heat producing device that meets the definition of 1.3G fireworks or 1.4G fireworks. … {Remainder of text unchanged}… HIGH-PILED COMBUSTIBLE STORAGE: add a second paragraph to read as follows: Any building classified as a group S Occupancy or Speculative Building exceeding 6,000 sq. ft. that has a clear height in excess of 14 feet, making it possible to be used for storage in excess of 12 feet, shall be considered to be high- piled storage. When a specific product cannot be identified, a fire protection system and life safety features shall be installed as for Class IV commodities, to the maximum pile height. HIGH-RISE BUILDING. A building with an occupied floor located more than 55 feet (16 764 mm) above the lowest level of fire department vehicle access. REPAIR GARAGE. A building, structure or portion thereof used for servicing or repairing motor vehicles. This occupancy shall also include garages involved in minor repair, modification and servicing of motor vehicles for items such as lube changes, inspections, auto collision repair, windshield repair or replacement, shocks, minor part replacement, and other such minor repairs. SELF-SERVICE STORAGE FACILITY. Real property designed and used for the purpose of renting or leasing individual storage spaces to customers for the purpose of storing and removing personal property on a self-service basis. STANDBY PERSONNEL.Qualified fire service personnel, approved by the Fire Chief. When utilized, the number required shall be as directed by the Fire Chief. Charges for utilization shall be as normally calculated by the jurisdiction. UPGRADED OR REPLACED FIRE ALARM SYSTEM. A fire alarm system that is upgraded or replaced includes, but is not limited to the following: Replacing one single board or fire alarm control unit component with a newer model Installing a new fire alarm control unit in addition to or in place of an existing one Conversion from a horn system to an emergency voice/alarm communication system Conversion from a conventional system to one that utilizes addressable or analog devices The following are not considered an upgrade or replacement: Firmware updates Software updates Replacing boards of the same model with chips utilizing the same or newer firmware 35 Page 4 of 33 Section 307.1.1; change to read as follows: 307.1.1 Prohibited Open Burning. Open burning that is offensive or objectionable because of smoke emissions or when atmospheric conditions or local circumstances make such fires hazardous shall be prohibited. Exception: {No change.} Section 307.2; change to read as follows: 307.2 Permit Required. A permit shall be obtained from the fire code official in accordance with Section 105.6 prior to kindling a fire for recognized silvicultural or range or wildlife management practices, prevention or control of disease or pests, or open burning. Application for such approval shall only be presented by and permits issued to the owner of the land upon which the fire is to be kindled. Examples of state or local law, or regulations referenced elsewhere in this section may include but not be limited to the following: 1. Texas Commission on Environmental Quality (TCEQ) guidelines and/or restrictions. 2. State, County, or Local temporary or permanent bans on open burning. 3. Local written policies as established by the fire code official. Section 307.3; change to read as follows: 307.3 Extinguishment Authority. The fire code official is authorized to order the extinguishment by the permit holder, another person responsible or the fire department of open burning that creates or adds to a hazardous or objectionable situation. Section 307.4; change 307.4 and 307.4.1 to read as follows: 307.4 Location. The location for open burning shall not be less than 500 feet (91 440 mm) from any structure, and provisions shall be made to prevent the fire from spreading to within 500 feet (91 440 mm) of any structure. Exceptions: {No change.} 307.4.1 Bonfires. A bonfire shall not be conducted within 50 feet (15 240 mm), or greater distance as determined by the fire code official, of a structure or combustible material, unless the fire is contained in a barbecue pit. Conditions that could cause a fire to spread within the required setback 50 feet (15 240 mm) of a structure shall be eliminated prior to ignition. Section 307.4.3, Exceptions; add exception #2 to read as follows: Exceptions: 2. Where buildings, balconies and decks are protected by an approved automatic sprinkler system. Section 307.4.4 and 307.4.5; change to read as follows: 307.4.4 Permanent Outdoor Fire pit. Permanently installed outdoor fire pits for recreational fire purposes shall not be installed within 10 feet of a structure or combustible material. Exception: Permanently installed outdoor fireplaces constructed in accordance with the International Residential Code or International Building Code. 307.4.5 Trench Burns. Trench burns shall be conducted in air curtain trenches and in accordance with Section 307.2. 36 Page 5 of 33 Section 307.5; change to read as follows: 307.5 Attendance. Open burning, trench burns, bonfires, recreational fires, and use of portable outdoor fireplaces shall be constantly attended until the… {Remainder of section unchanged} Section 308.1.4; change to read as follows: 308.1.4 Open-flame Cooking Devices. Open-flame cooking devices, charcoal grills, electric grills, pellet grills and other similar devices used for cooking shall not be located or used on combustible balconies, decks, high-rise structures or within 10 feet (3048 mm) of combustible construction. Exceptions: 1. One- and two-family dwellings, except that LP-gas containers are limited to a water capacity not greater than 50 pounds (22.68 kg) [nominal 20-pound (9.08 kg) LP-gas capacity] with an aggregate LP-gas capacity not to exceed 100 pounds (5 containers).All LP-gas containers shall be stored outside, as per Chapter 61. 2. Where buildings, balconies and decks are protected by an approved automatic sprinkler system, except that LP-gas containers are limited to a water capacity not greater than 50 pounds (22.68 kg) [nominal 20- pound (9.08 kg) LP-gas capacity], with an aggregate LP-gas capacity not to exceed 40 lbs. (2 containers) or any high-rise structure.All LP-gas containers shall be stored outside, as per Chapter 61 Section 308.1.6.2, Exception #3; change to read as follows: Exceptions: 3. Torches or flame-producing devices in accordance with Section 308.1.3. Section 308.1.6.3; change to read as follows: 308.1.6.3 Sky Lanterns. A person shall not release or cause to be released an unmanned free-floating device containing an open flame or other heat source, such as but not limited to a sky lantern. Section 311.5; change to read as follows: 311.5 Placards.The fire code official is authorized to require marking of any vacant or abandoned buildings or structures determined to be unsafe pursuant to Section 114 of this code relating to structural or interior hazards, as required by Section 311.5.1 through 311.5.5. Section 403.4; change to read as follows: 403.4 Group E Occupancies. An approved fire safety and evacuation plan in accordance with Section 404 shall be prepared and maintained for Group E occupancies and for buildings containing both a Group E occupancy and an atrium. A diagram depicting two evacuation routes shall be posted in a conspicuous location in each classroom. Group E occupancies shall also comply with Sections 403.4.1 through 403.4.3. Section 404.2.2; add Number 4.10 to read as follows: 4.10 Fire extinguishing system controls. 37 Page 6 of 33 Section 405.5; add exception 3 and change to read as follows: 405.5 Time. The fire code official may require an evacuation drill at any time. Drills shall be held at unexpected times and under varying conditions to simulate the unusual conditions that occur in case of fire. Exceptions: 3.Notification of teachers/staff having supervision of light- or sound-sensitive students/occupants, such as those on the autism spectrum, for the protection of those students/occupants, shall be allowed prior to conducting a drill. Section 501.4; change to read as follows: 501.4 Timing of Installation. When fire apparatus access roads or a water supply for fire protection is required to be installed for any structure or development, they shall be installed, tested, and approved prior to the time of which construction has progressed beyond completion of the foundation of any structure. Section 503.1.1; add sentence to read as follows: Except for one- or two-family dwellings, the path of measurement shall be along a minimum of a ten feet (10’) (3048 mm) wide unobstructed pathway around the external walls of the structure. Section 503.2.1; change to read as follows: 503.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7315 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 14 feet (4267 mm). Exception: Vertical clearance may be reduced; provided such reduction does not impair access by fire apparatus and approved signs are installed and maintained indicating the established vertical clearance when approved. Section 503.2.2; change to read as follows: 503.2.2 Authority. The fire code official shall have the authority to require an increase in the minimum access widths and vertical clearances where they are inadequate for fire or rescue operations or where necessary to meet the public safety objectives of the jurisdiction. Section 503.2.3; change to read as follows: 503.2.3 Surface. Fire apparatus access roads shall be designed and maintained to support imposed loads of 85,000 Lbs. for fire apparatus and shall be surfaced in asphalt or concrete so as to provide all-weather driving capabilities. Section 503.2.5; Add Second Sentence: … Only with the Fire Chief’s approval. Section 503.3; change to read as follows: 503.3 Marking.Striping, signs, or other markings, when approved by the fire code official, shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Striping, signs and other markings shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. 38 Page 7 of 33 (1) Striping – Fire apparatus access roads shall be continuously marked by painted lines of red traffic paint six inches (6”) in width to show the boundaries of the lane. The words “NO PARKING FIRE LANE” or "FIRE LANE NO PARKING” shall appear in four inch (4”) white letters at 25 feet intervals on the red border markings along both sides of the fire lanes. Where a curb is available, the striping shall be on the vertical face of the curb. (2) Signs – Signs shall read “NO PARKING FIRE LANE” or "FIRE LANE NO PARKING” and shall be 12” wide and 18” high. Signs shall be painted on a white background with letters and borders in red, using not less than 2” lettering. Signs shall be permanently affixed to a stationary post and the bottom of the sign shall be six feet, six inches (6’6”) above finished grade. Signs shall be spaced not more than fifty feet (50’) apart along both sides of the fire lane. Signs may be installed on permanent buildings or walls or as approved by the Fire Chief. Section 503.4; change to read as follows: 503.4 Obstruction of Fire Apparatus Access Roads. Fire apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. The minimum widths and clearances established in Section 503.2.1 and Section 503.2.2 and any area marked as a fire lane as described in Section 503.3 shall be maintained at all times. Section 505.1; change to read as follows: 505.1 Address Identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 6 inches (152.4 mm) high with a minimum stroke width of 1/2 inch (12.7 mm). For buildings larger than 20,000 sq. ft., each character shall be no less than 8 inches and placed on the street side, top corner of the building.Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road, buildings do not immediately front a street, and/or the building cannot be viewed from the public way, a monument, pole or other sign with approved 6 inch (152.4 mm) height building numerals or addresses and 4 inch (101.6 mm) height suite/apartment numerals of a color contrasting with the background of the building or other approved means shall be used to identify the structure. Numerals or addresses shall be posted on a minimum 20 inch (508 mm) by 30 inch (762 mm) background on border. Address identification shall be maintained. Exception:R-3 Single Family occupanciesshall have approved numerals of a minimum 3 ½ inches (88.9 mm) in height and a color contrasting with the background clearly visible and legible from the street fronting the property and rear alleyway where such alleyway exists. 507.1.2 Add Section to include distance from Fire Hydrant. 507.1.2 Hydrant Distance. An approved fire hydrant shall be located within 100 feet of the fire department connection as the fire hose lays along an unobstructed path. Section 507.2; change to read as follows: 507.2 Type of water supply. A water supply shall consist of reservoirs ground storage tanks, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. Section 507.5.3.1; change to read as follows: 507.5.3.1 Two points of connection to a water source. Two separate isolated points of connection to the water source, forming a grid arranged and valved so that no single obstruction to the water system will shut-off the water supply for any hydrants or fire sprinkler system, shall be required when any of the following conditions exist: 39 Page 8 of 33 1. Whenever the cumulative square footage of buildings for a project exceeds 59,000 square feet, or 2. Whenever three or more on-site fire hydrants are required, or 3. A dead-end fire water main exceeds 600 feet in length. Section 507.4; change to read as follows: 507.4 Water Supply Test Date and Information.The water supply test used for hydraulic calculation of fire protection systems shall be conducted in accordance with NFPA 291 “Recommended Practice for Fire Flow Testing and Marking of Hydrants” and within one year of sprinkler plan submittal. The fire code official or his designee shall perform the water supply test. be notified prior to the water supply test. Water supply tests shall be witnessed by the fire code official, as required or approved documentation of the test shall be provided to the fire code official prior to final approval of the water supply system. The exact location of the static/residual hydrant and the flow hydrant shall be indicated on the design drawings. All fire protection plan submittals shall be accompanied by a hard copy of the waterflow test report, or as approved by the fire code official. The report must indicate the dominant water tank level at the time of the test and the maximum and minimum operating levels of the tank, as well, or identify applicable water supply fluctuation. The licensed contractor must then design the fire protection system based on this fluctuation information, as per the applicable referenced NFPA standard. Reference Section 903.3.5 for additional design requirements. Section 507.5.4; change to read as follows: 507.5.4 Obstruction. Unobstructed access to fire hydrants shall be maintained at all times. Posts, fences, vehicles, growth, trash, storage and other materials or objects shall not be placed or kept near fire hydrants, fire department inlet connections or fire protection system control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernible. The fire department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 509.1.2; add new Section 509.1.2 to read as follows: 509.1.2 Sign Requirements. Unless more stringent requirements apply, lettering for signs required by this section shall have a minimum height of 2 inches (50.8 mm) when located inside a building and 4 inches (101.6 mm) when located outside, or as approved by the fire code official. The letters shall be of a color that contrasts with the background. white with a red background. Section 509.3; add new Section 509.3 to read as follows: 509.3 Fire department connections need to be mounted at a height not less than 30 in. nor more than 48 in. above the level of the adjoining ground, sidewalk, or grade surface. Section 605.4 thru 605.4.2.2; change to read as follows: 605.4 Fuel oil storage in outside, above-ground tanks. Where connected to a fuel-oil piping system, the maximum amount of fuel oil storage allowed outside above ground without additional protection shall be 660 gallons (2498 L). The storage of fuel oil above ground in quantities exceeding 660 gallons (2498 L) shall comply with NFPA 31 and Chapter 57. 605.4 Fuel oil storage systems. Fuel oil storage systems for building heating systems shall be installed and maintained in accordance with this code. Tanks and fuel-oil piping systems shall be installed in accordance with Chapter 13 of the International Mechanical Code and Chapter 57. 605.4.1 Fuel oil storage in outside, above-ground tanks. Where connected to a fuel-oil piping system, the maximum amount of fuel oil storage allowed outside above ground without additional protection shall be 660 gallons (2498 L). 40 Page 9 of 33 The storage of fuel oil above ground in quantities exceeding 660 gallons (2498 L) shall comply with NFPA 31 and Chapter 57. 605.4.1.1 Approval.Outdoor fuel oil storage tanks shall be in accordance with UL 142 or UL 2085, and also listed as double-wall/secondary containment tanks. 605.4.2 Fuel oil storage inside buildings.Fuel oil storage inside buildings shall comply with Sections 605.4.2.2 through 605.4.2.8 and Chapter 57. 605.4.2.1 Approval.Indoor fuel oil storage tanks shall be in accordance with UL 80, UL 142 or UL 2085. 605.4.2.2 Quantity limits. One or more fuel oil storage tanks containing Class II or III combustible liquid shall be permitted in a building. The aggregate capacity of all tanks shall not exceed the following: 1.660 gallons (2498 L) in unsprinklered buildings, where stored in a tank complying with UL 80, UL 142 or UL 2085, and also listed as a double-wall/secondary containment tank for Class II liquids. 2.1,320 gallons (4996 L) in buildings equipped with an automatic sprinkler system in accordance with Section 903.3.1.1, where stored in a tank complying with UL 142 or UL 2085. The tank shall be listed as a secondary containment tank, and the secondary containment shall be monitored visually or automatically. 3.3,000 gallons (11 356 L) in buildings equipped with an automatic sprinkler system in accordance with Section 903.3.1.1, where stored in protected above-ground tanks complying with UL 2085 and Section 5704.2.9.7. The tank shall be listed as a secondary containment tank, as required by UL 2085, and the secondary containment shall be monitored visually or automatically. Section 807.5.5.2 and 807.5.5.3; change to read as follows: 807.5.5.2 Artwork in Corridors. Artwork and teaching materials shall be limited on the walls of corridors to not more than 20 percent of the wall area. Such materials shall not be continuous from floor to ceiling or wall to wall. Curtains, draperies, wall hangings and other decorative material suspended from the walls or ceilings shall meet the flame propagation performance criteria of NFPA 701 in accordance with Section 807 or be noncombustible. Exception: Corridors protected by an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 shall be limited to 40 percent of the wall area. 807.5.5.3 Artwork in Classrooms. Artwork and teaching materials shall be limited on walls of classrooms to not more than 50 percent of the specific wall area to which they are attached. Curtains, draperies, wall hangings and other decorative material suspended from the walls or ceilings shall meet the flame propagation performance criteria of NFPA 701 in accordance with Section 807 or be noncombustible. Section 901.4.7; add Section 901.4.7 thru 901.4.7.3.5 to read as follows: 901.4.7 Pump and riser room. 901.4.7.1 When required. All buildings with automatic sprinkler systems installed in accordance with Section 903, shall provide a dedicated room for fire risers, fire pumps, fire alarm control panels, and other fire protection related equipment. 901.4.2 Fire Pump and riser room location. Fire pump and riser rooms shall be located in a ground floor room directly accessible from the exterior of the building. 901.4.7.3 Pump and riser room size.Where provided, Fire pump rooms and automatic sprinkler system riser rooms shall be designed with adequate space for all equipment necessary for the installation, as defined by the manufacturer, with sufficient working space around the stationary equipment. Clearances around equipment to elements of permanent construction, including other installed equipment and appliances, shall be sufficient to 41 Page 10 of 33 allow inspection, service, repair or replacement without removing such elements of permanent construction or disabling the function of a required fire-resistance-rated assembly. Fire pump and automatic sprinkler system riser rooms shall be provided with doors and unobstructed passageways large enough to allow removal of the largest piece of equipment. Fire sprinkler riser rooms shall be a minimum of 36 sq. ft., with no dimension less than 6 ft. 901.4.7.3.1 Access. Automatic sprinkler system risers, fire pumps and controllers shall be readily accessible according to Section 506. Where located in a fire pump room or automatic sprinkler system riser room, the door shall be permitted to be locked provided that the key is available at all times. 901.4.7.3.2 Marking on access doors. Access doors for automatic sprinkler system riser rooms and fire pump rooms shall be labeled with an approved sign. The lettering shall be white with a red background. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of 3/8 inch (10 mm). 901.4.7.3.4 Environment. Automatic sprinkler system riser rooms and fire pump rooms shall be maintained at a temperature of not less than 40°F (4°C). Heating units shall be permanently installed. 901.4.7.3.5 Lighting. Permanently installed artificial illumination shall be provided in the automatic sprinkler system riser rooms and fire pump rooms. Emergency lighting with battery backup shall be provided. Section 901.6.1; add Section 901.6.1.1 to read as follows: 901.6.1.1 Standpipe Testing. Building owners/managers must maintain and test standpipe systems as per NFPA 25 requirements. The following additional requirements shall be applied to the testing that is required every 5 years: 1.The piping between the Fire Department Connection (FDC) and the standpipe shall be back flushed or inspected by approved camera when foreign material is present or when caps are missing, and also hydrostatically tested for all FDC’s on any type of standpipe system. Hydrostatic testing shall also be conducted inaccordance with NFPA 25 requirements for the different types of standpipe systems. 2.For any manual (dry or wet) standpipe system not having an automatic water supply capable of flowing water through the standpipe, the tester shall connect hose from a fire hydrant or portable pumping system (as approved by the fire code official) to each FDC, and flow water through the standpipe system to the roof outlet to verify that each inlet connection functions properly. Confirm that there are no open hose valves prior to introducing water into a dry standpipe. There is no required pressure criteria at the outlet. Verify that check valves function properly and that there are no closed control valves on the system. 3.Any pressure relief, reducing, or control valves shall be tested in accordance with the requirements of NFPA 25. All hose valves shall be exercised. 4.If the FDC is not already provided with approved caps, the contractor shall install such caps for all FDC’s as required by the fire code official. 5.Upon successful completion of standpipe test, place a blue tag (as per Texas Administrative Code, Fire Sprinkler Rules for Inspection, Test and Maintenance Service (ITM) Tag) at the bottom of each standpipe riser in the building. The tag shall be check-marked as “Fifth Year” for Type of ITM, and the note on the back of the tag shall read “5 Year Standpipe Test” at a minimum. 6.The procedures required by Texas Administrative Code Fire Sprinkler Rules with regard to Yellow Tags and Red Tags or any deficiencies noted during the testing, including the required notification of the local Authority Having Jurisdiction (fire code official) shall be followed. 42 Page 11 of 33 7.Additionally, records of the testing shall be maintained by the owner and contractor, if applicable, as required by the State Rules mentioned above and NFPA 25. 8.Standpipe system tests where water will be flowed external to the building shall not be conducted during freezing conditions or during the day prior to expected night time freezing conditions. 9.Contact the fire code official for requests to remove existing fire hose from Class II and III standpipe systems where employees are not trained in the utilization of this firefighting equipment. All standpipe hose valves must remain in place and be provided with an approved cap and chain when approval is given to remove hose by the fire code official. Section 901.6.4; add Section 901.6.4 to read as follows: 901.6.4 False Alarms and Nuisance Alarms. False alarms and nuisance alarms shall not be given, signaled or transmitted or caused or permitted to be given, signaled or transmitted in any manner. Section 901.7; change to read as follows: 901.7 Systems Out of Service. Where a required fire protection system is out of service or in the event of an excessive number of activations, the fire department and the fire code official shall be notified immediately and, where required by the fire code official, the building shall either be evacuated or an approved fire watch shall be provided for all occupants left unprotected by the shut down until the fire protection system has been returned to service. … {Remaining text unchanged} Section 903.1.1; change to read as follows: 903.1.1 Alternative Protection.Alternative automatic fire-extinguishing systems complying with Section 904 shall be permitted in addition to automatic sprinkler protection where recognized by the applicable standard, or as approved by the fire code official. Section 903.2; add paragraph to read as follows and delete the exception: Automatic Sprinklers shall not be installed in elevator machine rooms, elevator machine spaces, and elevator hoist ways, other than pits where such sprinklers would not necessitate shunt trip requirements under any circumstances. Storage shall not be allowed within the elevator machine room. Signage shall be provided at the entry doors to the elevator machine room indicating “ELEVATOR MACHINERY – NO STORAGE ALLOWED.” Section 903.2; Section 903.2.1.1 thru 903.2.4 change to read as follows: 903.2.1.1 Group A-1. An automatic sprinkler system shall be provided throughout stories containing Group A-1 occupancies and throughout all stories from the Group A-1 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists: 1. The fire area exceeds 12,000 6,000 square feet (1115 557 m2). 2. The fire area has an occupant load of 300 or more. 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. 4. The fire area contains a multiple-theater complex. 903.2.1.3 Group A-3. An automatic sprinkler system shall be provided throughout stories containing Group A-3 occupancies and throughout all stories from the Group A-3 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists: 1.The fire area exceeds 12,000 6,000 square feet (1115 557 m2). 2.The fire area has an occupant load of 300 or more. 43 Page 12 of 33 3.The fire area is located on a floor other than a level of exit discharge serving such occupancies. 903.2.1.4 Group A-4. An automatic sprinkler system shall be provided throughout stories containing Group A-4 occupancies and throughout all stories from the Group A-4 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists: 1. The fire area exceeds 12,000 6,000 square feet (1115 557 m2). 2. The fire area has an occupant load of 300 or more. 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. 903.2.1.8 Group B. An automatic fire sprinkler system shall be installed throughout all Group B occupancies when the fire area exceeds 6,000 square feet in area. 903.2.3 Group E. An automatic sprinkler system shall be provided for Group E occupancies as follows: 1. The fire area exceeds 12,000 6,000 square feet (1115 557 m2). 2. The Group E fire area is located on a floor other than a level of exit discharge serving such occupancies. Exception: In buildings where every classroom has not fewer than one exterior exit door at ground level, an automatic sprinkler system is not required in any area below the lowest level of exit discharge serving that area. 3. The Group E fire area has an occupant load of 300 or more. 903.2.4 Group F-1. An automatic sprinkler system shall be provided throughout all buildings containing a Group F- 1 occupancy where one of the following conditions exists: 1. The fire area exceeds 12,000 6,000 square feet (1115 557 m2). 2. A Group F-1 fire area is located more than three stories above grade plane. 3. The combined area of all Group F-1 fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2). Section 903.2.9.1; change to read as follows: 903.2.9.1 Repair garages. An automatic sprinkler system shall be provided throughout all buildings used as repair garages in accordance with Section 406.8 of the International Building Code, as shown: 1. Buildings having two or more stories above grade plane, including basements, with a fire area containing a repair garage exceeding 10,000 6,000 square feet (929 557 m2). 2. Buildings not more than one story above grade plane, with a fire area containing a repair garage exceeding 12,000 6,000 square feet (1115 557 m2). 3. Buildings with repair garages servicing vehicles parked in basements. 4. A Group S-1 fire area used for the repair of commercial motor vehicles where the fire area exceeds 5,000 square feet (464 m2). Section 903.2.9.3; change to read as follows: 903.2.9.3 Group S-1 distilled spirits or wine. An automatic sprinkler system shall be provided throughout a Group S-1 fire area used for the bulk storage of distilled spirits or wine involving more than 120 gallons of distilled spirits or wine (>16% alcohol) in the fire area at any one time. 44 Page 13 of 33 Add Section 903.2.9.5 to read as follows: 903.2.9.5 Self-Service Storage Facility. An automatic sprinkler system shall be installed throughout all self-service storage facilities. 903.2.9.6 Covered boat and recreational vehicle storage. An automatic sprinkler system shall be installed throughout all covered boat and recreational vehicle storage facilities. Exceptions: 1. Building size is less than 6,000 square feet and single compartment, and 2. Building shall be open on a minimum of least two sides. The walls shall be opposite sides of each other, and 3. Buildings comply with fire separation distance in accordance with Section 406.5.6 of the International Building Code®, and 4. No electrical outlets or connections, except for interior lighting. 903.2.10 Group S-2 enclosed parking garages. An automatic sprinkler system shall be provided throughout buildings classified as enclosed parking garages in accordance with Section 406.6 of the International Building Code where any of the following conditions exists: 1. Where the fire area of the enclosed parking garage, in accordance with Section 406.6 of the International Building Code, exceeds 12,000 6,000 square feet (1115 557m2). 2. Where the enclosed parking garage, in accordance with Section 406.6 of the International Building Code, is located beneath other groups. Exception: {deleted} 3.{deleted} 903.2.10.2 Mechanical access enclosed parking garages. An approved automatic sprinkler system shall be provided throughout buildings used for the storage of motor vehicles in a mechanical-access enclosed parking garage. The portion of the building that contains the mechanical-access enclosed parking garage shall be protected with a specially engineered automatic sprinkler system. 903.2.10.3 Group S-2 open parking garages. An approved automatic fire sprinkler system shall be provided for all open parking garages in compliance with Section 406.5 of the International Building Code. Exception: (where all of the following conditions apply): a. The structure is free standing. b. The structure does not contain any mixed uses, accessory uses, storage rooms, electrical rooms, elevators, or spaces used or occupied for anything other than motor vehicle parking. c. The structure does not exceed 3 stories. d. An approved fire apparatus access road is paved around the entire structure. c. The structure is not used for boat and recreational vehicle storage. Section 903.2.11; change 903.2.11.3 and add 903.2.11.7, 903.2.11.8, and 903.2.11.9 as follows: 903.2.11.3 Buildings 35 feet or more in height. An automatic sprinkler system shall be installed throughout buildings that have one or more stories, other than penthouses in compliance with Section 1511 of the International Building Code, located 35 feet (10 668 mm) or more above the lowest level of fire department vehicle access, measured to the finished floor. 45 Page 14 of 33 Exceptions: 1.Deleted 903.2.11.7 High-Piled Combustible Storage. For any building with a clear height exceeding 12 feet (4572 mm), see Chapter 32 to determine if those provisions apply. 903.2.11.8 Spray Booths and Rooms. New and existing spray booths and spraying rooms shall be protected by an approved automatic fire-extinguishing system. 903.2.11.9 Buildings Over 6,000 sq. ft. An automatic sprinkler system shall be installed throughout all buildings with a building area 6,000 sq. ft. or greater and in all existing buildings that are enlarged to be 6,000 sq. ft. or greater. For the purpose of this provision, fire walls shall not define separate buildings. Exceptions: (deleted) Section 903.3.1.1.1; change to read as follows: 903.3.1.1.1 Exempt Locations. When approved by the fire code official, automatic sprinklers shall not be required in the following rooms or areas where such ... {text unchanged}… because it is damp, of fire-resistance-rated construction or contains electrical equipment. 1.Any room where the application of water, or flame and water, constitutes a serious life or fire hazard. 2.Any room or space where sprinklers are considered undesirable because of the nature of the contents, when approved by the fire code official. 3.Generator and transformer rooms, under the direct control of a public utility, separated from the remainder of the building by walls and floor/ceiling or roof/ceiling assemblies having a fire-resistance rating of not less than 2 hours. 4.Delete 5.Elevator machine rooms, machinery spaces, and hoist ways, other than pits where such sprinklers would not necessitate shunt trip requirements under any circumstances. 6.{Delete.} Section 903.3.1.2; change to read as follows: 903.3.1.2 NFPA 13R sprinkler systems. Automatic sprinkler systems in Group R occupancies shall be permitted to be installed throughout in accordance with NFPA 13R where the Group R occupancy meets all of the following conditions: 1. Four stories or less above grade plane. 2. The floor level of the highest story is 30 35 feet (9144 10668 mm) or less above the lowest level of fire department vehicle access. 3. The floor level of the lowest story is 30 35 feet (9144 10668 mm) or less below the lowest level of fire department vehicle access. {No change to remainder of section.} Section 903.3.1.2.2; change to read as follows: 903.3.1.2.2 Corridors and balconies in the means of egress.Sprinkler protection shall be provided in all corridors and for all balconies. in the means of egress where any of the following conditions apply: {Delete the rest of this section.} 46 Page 15 of 33 Section 903.3.1.2.3; delete section and replace as follows: [F] Section 903.3.1.2.3 Attached Garages and Attics. Sprinkler protection is required in attached garages, and in the following attic spaces: 1.Attics that are used or intended for living purposes or storage shall be protected by an automatic sprinkler system. 2.Where fuel-fired equipment is installed in an unsprinklered attic, not fewer than one quick-response intermediate temperature sprinkler shall be installed above the equipment. 3. Attic spaces of buildings that are two or more stories in height above grade plane or above the lowest level of fire department vehicle access. 4.Group R-4, Condition 2 occupancy attics not required by Item 1 or 3 to have sprinklers shall comply with one of the following: 4.1. Provide automatic sprinkler system protection. 4.2. Provide a heat detection system throughoutthe attic that is arranged to activate the building fire alarm system. 4.3. Construct the attic using noncombustible materials. 4.4. Construct the attic using fire-retardant-treated wood complying with Section 2303.2 of the International Building Code. 4.5. Fill the attic with noncombustible insulation. Section 903.3.1.3; change to read as follows: 903.3.1.3 NFPA 13D Sprinkler Systems. Automatic sprinkler systems installed in one- and two-family dwellings; Group R-3; Group R-4, Condition 1; and townhouses shall be permitted to be installed throughout in accordance with NFPA 13D or in accordance with state law. Section 903.3.1.4; add to read as follows: 903.3.1.4 Freeze protection.Freeze protection systems for automatic fire sprinkler systems shall be in accordance with the requirements of the applicable referenced NFPA standard and this section. 903.3.1.4.1 Attics.Only dry-pipe, preaction, or listed antifreeze automatic fire sprinkler systems shall be allowed to protect attic spaces. Exception:Wet-pipe fire sprinkler systems shall be allowed to protect non-ventilated attic spaces where: 1.The attic sprinklers are supplied by a separate floor control valve assembly to allow ease of draining the attic system without impairing sprinklers throughout the rest of the building, and 2.Adequate heat shall be provided for freeze protection as per the applicable referenced NFPA standard, and 3.The attic space is a part of the building’s thermal, or heat, envelope, such that insulation is provided at the roof deck, rather than at the ceiling level. 903.3.1.4.2 Heat trace/insulation.Heat trace/insulation shall only be allowed where approved by the fire code official for small sections of large diameter water-filled pipe. 47 Page 16 of 33 Section 903.3.5; add a second paragraph to read as follows: Water supply as required for such systems shall be provided in conformance with the supply requirements of the respective standards; however, every water-based fire protection system shall be designed with a 10 psi safety factor. Reference Section 507.4 for additional design requirements. Section 903.4; add a second paragraph after the exceptions to read as follows: Sprinkler and standpipe system water-flow detectors shall be provided for each floor tap to the sprinkler system and shall cause an alarm upon detection of water flow for more than 45 seconds. All control valves in the sprinkler and standpipe systems except for fire department hose connection valves shall be electrically supervised to initiate a supervisory signal at the central station upon tampering. Section 903.4.2; add second paragraph to read as follows: The alarm device required on the exterior of the building shall be a weatherproof horn/strobe notification appliance with a minimum 75 candela strobe rating, installed as close as practicable to the fire department connection. Section 905.2; change to read as follows: 905.2 Installation standard.Standpipe systems shall be installed in accordance with this section and NFPA 14. Manual dry standpipe systems shall be supervised with a minimum of 10 psig and a maximum of 40 psig air pressure with a high/low alarm. Section 905.3.1; change to read as follows: Section 905.3.1 Height. 1.Three or more stories are above or below grade plane. Section 905.3; add Section 905.3.9 and exception to read as follows: 905.3.9 Buildings Exceeding 10,000 sq. ft.In buildings exceeding 10,000 square feet in area per story and where any portion of the building’s interior area is more than 200 feet (60960 mm) of travel, vertically and horizontally, from the nearest point of fire department vehicle access, Class I automatic wet or manual wet standpipes shall be provided. Exceptions: 1.Automatic dry, semi-automatic dry, and manual dry standpipes are allowed as provided for in NFPA 14 where approved by the fire code official. 2.R-2 occupancies of four stories or less in height having no interior corridors. Section 905.4, change Item 1, 3, and 5, and add Item 7 to read as follows: 1. In every required exit stairway, a hose connection shall be provided for each story above and below grade plane. Hose connections shall be located at an intermediate landing between stories, unless otherwise approved by the fire code official. 2. {No change.} 3. In every exit passageway, at the entrance from the exit passageway to other areas of a building. Exception: Where floor areas adjacent to an exit passageway are reachable from an exit stairway hose connection by a {remainder of text unchanged} 4. {No change.} 48 Page 17 of 33 5. Where the roof has a slope less than four units vertical in 12 units horizontal (33.3-percent slope), each standpipe shall be provided with a two-way hose connection located to serve the roof or at the highest landing of an exit stairway with stair access to the roof provided in accordance with Section 1011.12. 6. {No change.} 7.When required by this Chapter, standpipe connections shall be placed adjacent to all required exits to the structure and at two hundred feet (200’) intervals along major corridorsthereafter, or as otherwise approved by the fire code official. Section 905.8; change to read as follows: 905.8 Dry standpipes.Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. Additionally, manual dry standpipe systems shall be supervised with a minimum of 10 psig and a maximum of 40 psig air pressure with a high/low Supervisory alarm. Section 905.9; add a second paragraph after the exceptions to read as follows: Sprinkler and standpipe system water-flow detectors shall be provided for each floor tap to the sprinkler system and shall cause an alarm upon detection of water flow for more than 45 seconds. All control valves in the sprinkler and standpipe systems except for fire department hose connection valves shall be electrically supervised to initiate a supervisory signal at the central station upon tampering. Section 906.1(1); delete Exception 3 as follows: 3. In storage areas of Group S occupancies where forklift, powered industrial truck or powered cart operators are the primary occupants, fixed extinguishers, as specified in NFPA 10, shall not be required where in accordance with all of the following: 3.1. Use of vehicle-mounted extinguishers shall be approved by the fire code official. 3.2. Each vehicle shall be equipped with a 10-pound, 40A:80B:C extinguisher affixed to the vehicle using a mounting bracket approved by the extinguisher manufacturer or the fire code official for vehicular use. 3.3. Not less than two spare extinguishers of equal or greater rating shall be available onsite to replace a discharged extinguisher. 3.4. Vehicle operators shall be trained in the proper operation, use and inspection of extinguishers. 3.5. Inspections of vehicle-mounted extinguishers shall be performed daily Section 907.1; add Section 907.1.4 and 907.1.5 to read as follows: 907.1.4 Design Standards. Where a new fire alarm system is installed, the devices shall be addressable. Fire alarm systems utilizing more than 20 smoke detectors shall have analog initiating devices. 907.1.5 Sites with multiple buildings. Where a new fire alarm system is installed, each individual building equipped with a fire alarm system shall have a separate FACP and communicator. The panels shall be permitted to be interconnected so that only one panel communicates with the supervising station. The signals sent to the supervising station must clearly identify the specific building in alarm. Silence and reset capabilities shall only be permitted at the panel of the building where the signal originated. Section 907.2.1; change to read as follows: 907.2.1 Group A. A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies having an occupant load of 300 or more persons, or where the occupant load is more than 100 persons above or below the lowest level of exit discharge. Group A occupancies 49 Page 18 of 33 not separated from one another in accordance with Section 707.3. 10 of the International Building Code shall be considered as a single occupancy for the purposes of applying this section. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy. Exception:{No change.} Activation of fire alarm notification appliances shall: 1. Cause illumination of the means of egress with light of not less than 1 foot-candle (11 lux) at the walking surface level, and 2. Stop any conflicting or confusing sounds and visual distractions. Section 907.2.3; change to read as follows: 907.2.3 Group E. A manual fire alarm system that initiates the occupant notification signal utilizing an emergency voice/alarm communication system meeting the requirements of Section 907.5.2.2 and installed in accordance with Section 907.6 shall be installed in Group E educational occupancies. When automatic sprinkler systems or smoke detectors are installed, such systems or detectors shall be connected to the building fire alarm system. An approved smoke detection system shall be installed in Group E day care occupancies. Unless separated by a minimum of 100' open space, all buildings, whether portable buildings or the main building, will be considered one building for alarm occupant load consideration and interconnection of alarm systems. Exceptions: 1.{No change.} 1.1. Residential In-Home day care with not more than 12 children may use interconnected single station detectors in all habitable rooms. (For care of more than five children 2 1/2 or less years of age, see Section 907.2.6.) {No change to remainder of exceptions.} Section 907.2.9.3; change to read as follows: 907.2.9.3 Heat Detection. When occupant notification is required by Section 907.5, Group R-2 dwelling units shall be protected by a minimum of one heat detector that signals the fire alarm system. The heat detector shall report the location with a supervisory signal to the fire alarm control panel. The location of heat detectors shall be approved by the fire code official. Section 907.2.10; change to read as follows: 907.2.10 Group S.A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group S public- and self-storage occupancies three stories or greater in height for interior corridors and interior common areas. Visible notification appliances are not required within storage units. Exception: {No change.} Section 907.2.13, Exception 3; change to read as follows: 3.Open air portions of buildings with an occupancy in Group A-5 in accordance with Section 303.1 of the International Building Code; however, this exception does not apply to accessory uses including but not limited to sky boxes, restaurants, and similarly enclosed areas. 50 Page 19 of 33 Section 907.2.23; change to read as follows: 907.2.23 Buildings with multiple tenant spaces. Buildings over 2,500 square feet and consisting of 3 or more tenant spaces shall provide fire detection and notification systems throughout for each tenant space. Section 907.4.2; add Section 907.4.2.7 to read as follows: 907.4.2.7 Type.Manual alarm initiating devices shall be an approved double action type. Section 907.6.1; add Section 907.6.1.1 to read as follows: 907.6.1.1 Wiring Installation. All fire alarm systems shall be installed in such a manner that a failure of any single initiating device or single open in an initiating circuit conductor will not interfere with the normal operation of other such devices. All signaling line circuits (SLC) shall be installed in such a way that a single open will not interfere with the operation of any addressable devices (Class A). Outgoing and return SLC conductors shall be installed in accordance with NFPA 72 requirements for Class A circuits and shall have a minimum of four feet separation horizontal and one foot vertical between supply and return circuit conductors. The initiating device circuit (IDC) from a signaling line circuit interface device may be wired Class B, provided the distance from the interface device to the initiating device is ten feet or less. Section 907.6.3; delete all four Exceptions. Section 907.6.3.1.1 to read as follows: Graphical annunciation of initiating devices shall be provided for large, complex floor plans where required by the fire code official or other sections of this code. Section 907.6.3.2 to read as follows: 907.6.3.2 Communication requirements. All alarm systems, new or replacement, shall transmit alarm, supervisory and trouble signals descriptively to the approved central station, remote supervisory station or proprietary station as defined in NFPA 72, with the correct device designation and location of addressable device identification. Alarms shall not be permitted to be transmitted as a general alarm or zone condition. The alarm system shall be re-settable at the dispatched location. Section 907.6.3.3 to read as follows: Sec. 907.6.3.3 Flow detectors and electronic monitoring. Sprinkler and standpipe system water flow detectors shall be provided for each floor zone to the sprinkler system and shall cause an alarm upon detection of water flow for a minimum of 45 seconds and not more than 90 seconds. All control valves in the sprinkler and standpipe systems except for fire department hose connection valves shall be electrically supervised to initiate a trouble signal at the central station upon tampering. Section 907.6.6; add sentence at end of paragraph to read as follows: See 907.6.3 for the required information transmitted to the supervising station. Section 907.6.7 to read as follows: 907.6.7 Waterflow notification. When required by Section 903.4.2, an exterior audible and visible notification device shall be provided on the exterior of the building and shall be located above the fire department connection. The notification device shall operate on a waterflow alarm only, shall be non-silenceable and shall continue to operate after the panel is silenced on the condition the alarm was a waterflow alarm only. The notification device shall be 51 Page 20 of 33 wired from the fire alarm control panel as a dedicated latching circuit. Minimum candela rating for the notification device shall be 75 (cd) candela. Section 907.11 to read as follows: 907.11 Interconnection. Fire alarm systems installed in multi-building developments will be required to have itsown fire alarm panel and communicator.which share a common address shall be interconnected. Each building shall be provided with a fire alarm panel which reports directly to the monitoring company. back to a common location for signal transmission to the monitoring station. Each building will be provided with full command and control of its system without the need to reset from the signal transmitting location. All alarms shall annunciate at a normally occupied location per 907.6.3. Section 909.22; add to read as follows: 909.22 Stairway or Ramp Pressurization Alternative. Where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and the stair pressurization alternative is chosen for compliance with Building Code requirements for a smokeproof enclosure, interior exit stairways or ramps shall be pressurized to a minimum of 0.10 inches of water (25 Pa) and a maximum of 0.35 inches of water (87 Pa) in the shaft relative to the building measured with all interior exit stairway and ramp doors closed under maximum anticipated conditions of stack effect and wind effect. Such systems shall comply with Section 909, including the installation of a separate fire-fighter’s smoke control panel as per Section 909.16, and a Smoke Control Permit shall be required from the fire department as per Section 105.7. 909.22.1 Ventilating equipment.The activation of ventilating equipment for the stair or ramp pressurization system shall be by smoke detectors installed at each floor level at an approved location at the entrance to the smokeproof enclosure. When the closing device for the stairway or ramp shaft and vestibule doors is activated by smoke detection or power failure, the mechanical equipment shall activate and operate at the required performance levels. Smoke detectors shall be installed in accordance with Section 907.3. 909.22.1.1 Ventilation Systems.Smokeproof enclosure ventilation systems shall be independent of other building ventilation systems. The equipment, control wiring, power wiring and ductwork shall comply with one of the following: 1. Equipment, control wiring, power wiring and ductwork shall be located exterior to the building and directly connected to the smokeproof enclosure or connected to the smokeproof enclosure by ductwork enclosed by not less than 2-hour fire barriers constructed in accordance with Section 707 of the Building Code or horizontal assemblies constructed in accordance with Section 711 of the Building Code, or both. 2. Equipment, control wiring, power wiring and ductwork shall be located within the smokeproof enclosure with intake or exhaust directly from and to the outside or through ductwork enclosed by not less than 2-hour barriers constructed in accordance with Section 707 of the Building Code or horizontal assemblies constructed in accordance with Section 711 of the Building Code, or both. 3. Equipment, control wiring, power wiring and ductwork shall be located within the building if separated from the remainder of the building, including other mechanical equipment, by not less than 2-hour fire barriers constructed in accordance with Section 707 of the Building Code or horizontal assemblies constructed in accordance with Section 711 of the Building Code, or both. Exceptions: 1. Control wiring and power wiring utilizing a 2-hour rated cable or cable system. 2. Where encased with not less than 2 inches (51 mm) of concrete. 3. Control wiring and power wiring protected by a listed electrical circuit protective systems with a fire- resistance rating of not less than 2 hours. 52 Page 21 of 33 909.21.1.2 Standby Power.Mechanical vestibule and stairway and ramp shaft ventilation systems and automatic fire detection and suppression systems shall be provided with standby power in accordance with Section 2702 of the Building Code. 909.22.1.3 Acceptance and Testing. Before the mechanical equipment is approved, the system shall betested in the presence of the fire code official to confirm that the system is operating in compliance with these requirements. Section 910.2; change Exception 2. and 3. to read as follows: 2. Only manual smoke and heat removal shall be required in areas of buildings equipped with early suppression fast-response (ESFR) sprinklers. Automatic smoke and heat removal is prohibited. 3.Only manual smoke and heat removal shall be required in areas of buildings equipped with control mode special application sprinklers with a response time index of 50(m*S)1/2 or less that are listed to control a fire in stored commodities with 12 or fewer sprinklers. Automatic smoke and heat removal is prohibited. Section 910.2; add subsections 910.2.3 with exceptions to read as follows: 910.2.3 Group H.Buildings and portions thereof used as a Group H occupancy as follows: 1.In occupancies classified as Group H-2 or H-3, any of which are more than 15,000 square feet (1394 m2) in single floor area. Exception: Buildings of noncombustible construction containing only noncombustible materials. 2.In areas of buildings in Group H used for storing Class 2, 3, and 4 liquid and solid oxidizers, Class 1 and unclassified detonable organic peroxides, Class 3 and 4 unstable (reactive) materials, or Class 2 or 3 water- reactive materials as required for a high-hazard commodity classification. Exception: Buildings of noncombustible construction containing only noncombustible materials. Section 910.3; add section 910.3.4 to read as follows: 910.3.4 Vent Operation. Smoke and heat vents shall be capable of being operated by approved automatic and manual means. Automatic operation of smoke and heat vents shall conform to the provisions of Sections 910.3.2.1 through 910.3.2.3. 910.3.4.1 Sprinklered buildings. Where installed in buildings equipped with an approved automatic sprinkler system, smoke and heat vents shall be designed to operate automatically. The automatic operating mechanism of the smoke and heat vents shall operate at a temperature rating at least 100 degrees F (approximately 38 degrees Celsius) greater than the temperature rating of the sprinklers installed. Exception: Manual only systems per Section 910.2. 910.3.4.2 Nonsprinklered Buildings. Where installed in buildings not equipped with anapproved automatic sprinkler system, smoke and heat vents shall operate automatically by actuation of a heat-responsive device rated at between 100°F (56°C) and 220°F (122°C) above ambient. Exception:Listed gravity-operated drop out vents. 53 Page 22 of 33 Section 910.4.3.1; change to read as follows: 910.4.3.1 Makeup Air. Makeup air openings shall be provided within 6 feet (1829 mm) of the floor level. Operation of makeup air openings shall be automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. Section 912.2; add Section 912.2.3 to read as follows: 912.2.3 Hydrant Distance. An approved fire hydrant shall be located within 100 feet of the fire department connection as the fire hose lays along an unobstructed path.The hydrant shall be located on the same side of the fire apparatus access road as the fire department connection. Section 913.2.1; add second paragraph and exception to read as follows: When located on the ground level at an exterior wall, the fire pump room shall be provided with an exterior fire department access door that is not less than 3 ft. in width and 6 ft. – 8 in. in height, regardless of any interior doors that are provided. A key box shall be provided at this door, as required by Section 506.1. Exception:When it is necessary to locate the fire pump room on other levels or not at an exterior wall, the corridor leading to the fire pump room access from the exterior of the building shall be provided with equivalent fire resistance as that required for the pump room, or as approved by the fire code official. Access keys shall be provided in the key box as required by Section 506.1. Section 914.3.1.2; change to read as follows: 914.3.1.2 Water Supply to required Fire Pumps. In buildings that are more than 120 feet (36.6 m) in building height, required fire pumps shall be supplied by connections to no fewer than two water mains located in different streets. Separate supply piping shall be provided between each connection to the water main and the pumps. Each connection and the supply piping between the connection and the pumps shall be sized to supply the flow and pressure required for the pumps to operate. Exception: {No change to exception.} Section 1006.2.1; change Exception #3 to read as follows: 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. The cumulative occupant load from adjacent rooms, areas or space shall be determined in accordance with Section 1004.2. Exceptions: 1. {No change.} 2. {No change.} 3. Unoccupied rooftop mechanical rooms and penthouses are not required to comply with the common path of egress travel distance measurement. Section 1006.2.2.7; Add Section 1006.2.2.7 as follows: 1006.2.2.7 Electrical Rooms.For electrical rooms, special exiting requirements may apply. Reference the electrical code as adopted. 54 Page 23 of 33 Section 1009.8; add the following Exception 7: Exceptions: 7. Buildings regulated under State Law and built in accordance with State registered plans, including variances or waivers granted by the State, shall be deemed to be in compliance with the requirements of Section 1009 and chapter 11. Section 1010.2.5 Bolt Locks; amend exceptions 3 and 4 as follows: Exceptions: 3. Where a pair of doors serves an occupant load of less than 50 persons in a Group B, F, M or S occupancy. (Remainder unchanged) 4. Where a pair of doors serves a Group A, B, F, M or S occupancy (remainder unchanged) Section 1020.2 Construction; add exception 6 to read as follows: 6. In unsprinklered group B occupancies, corridor walls and ceilings need not be of fire-resistive construction within a single tenant space when the space is equipped with approved automatic smoke-detection within the corridor. The actuation of any detector must activate self-annunciating alarms audible in all areas within the corridor. Smoke detectors must be connected to an approved automatic fire alarm system where such system is provided. Section 1030.1.1.1; add Exception#4 to read as follows: Exceptions: 1. through 3. {No change.} 4. Where alternate means or methods are submitted to and approved by the Building and Fire Officials. Section 1032.2; change to read as follows: 1032.2 Reliability. Required exit accesses, exits and exit discharges shall be continuously maintained free from obstructions or impediments to full instant use in the case of fire or other emergency. An exit or exit passageway shall not be used for any purpose that interferes with a means of egress. Section 1103.3; add sentence to end of paragraph as follows: Provide emergency signage as required by Section 604.4. Section 1103.5.1: add sentence to read as follows: Fire sprinkler system installation shall be completed within 24 months from date of notification by the fire code official. Section 1103.5.6; add Section 1103.5.6 to read as follows: 1103.5.6 Spray Booths and Rooms. Existing spray booths and spray rooms shall be protected by an approved automatic fire-extinguishing system in accordance with Section 2404. Section 1103.7; add Section 1103.7.7 and 1103.7.7.1 to read as follows: 55 Page 24 of 33 1103.7.7 Fire Alarm System Design Standards. Where an existing fire alarm system is upgraded or replaced, the devices shall be addressable. Fire alarm systems utilizing more than 10 smoke and/or heat detectors shall have analog initiating devices. Exception: Existing systems need not comply unless the total building, or fire alarm system, remodel or expansion exceeds 25% of the building. When cumulative building, or fire alarm system, remodel or expansion initiated after the date of original fire alarm panel installation exceeds 40% of the building, or fire alarm system, the fire alarm system must comply within 12 months of permit application. 1103.7.7.1 Communication requirements. Refer to Section 907.6.6 for applicable requirements. Section 1203; change and add to read as follows: 1203.1.1 {No change.} 1203.1.2 {No change.} 1203.1.3 Installation.Emergency power systems and standby power systems shall be installed in accordance with the International Building Code, NFPA 70, NFPA 110 and NFPA 111. Existing installations shall be maintained in accordance with the original approval, except as specified in Chapter 11. 1203.1.4 {No change.} 1203.1.5 Load Duration.Emergency power systems and standby power systems shall be designed to provide the required power for a minimum duration of 2 hours without being refueled or recharged, unless specified otherwise in this code. Exception: Where the system is supplied with natural gas from a utility provider and is approved. 1203.1.6 through 1203.1.9 {No changes to these sections.} 1203.1.10 Critical Operations Power Systems (COPS). For Critical Operations Power Systems necessary to maintain continuous power supply to facilities or parts of facilities that require continuous operation for the reasons of public safety, emergency management, national security, or business continuity, see NFPA 70. 1203.2 Where Required.Emergency and standby power systems shall be provided where required by Sections 1203.2.1 through 1203.2.1826 or elsewhere identified in this code or any other referenced code. 1203.2.1 through 1203.2.3 {No change.} 1203.2.4 Emergency Voice/alarm Communications Systems.Emergency power shall be provided for emergency voice/alarm communications systems in the following occupancies, or as specified elsewhere in this code, as required in Section 907.5.2.2.5. The system shall be capable of powering the required load for a duration of not less than 24 hours, as required in NFPA 72. Covered and Open Malls, Section 907.2.20 and 914.2 Group A Occupancies, Sections 907.2.1 and 907.5.2.2 Special Amusement Areas, Section 907.2.12 and 914.7 High-rise Buildings, Section 907.2.13 and 914.3 Atriums, Section 907.2.14 and 914.4 Deep Underground Buildings, Section 907.2.19 and 914.5 1203.2.5 through 1203.2.14 {No change.} 1203.2.15 Means of Egress Illumination. Emergency power shall be provided for means of egress illumination in accordance with Sections 1008.3 and 1104.5.1. (90 minutes) 1203.2.16 Membrane Structures. Emergency power shall be provided for exit signs in temporary tents and membrane structures in accordance with Section 3103.12.6. (90 minutes) Standby power shall be provided for auxiliary inflation systems in permanent membrane structures in accordance with Section 2702 of the International Building Code. (4 hours) Auxiliary inflation systems shall be provided in temporary air-supported and air-inflated membrane structures in accordance with section 3103.10.4. 1203.2.17 {No change.} 1203.2.18 Smoke Control Systems.Standby power shall be provided for smoke control systems in the following occupancies, or as specified elsewhere in this code, as required in Section 909.11: Covered Mall Building, International Building Code, Section 402.7 Atriums, International Building Code, Section 404.7 56 Page 25 of 33 Underground Buildings, International Building Code, Section 405.8 Group I-3, International Building Code, Section 408.4.2 Stages, International Building Code, Section 410 Special Amusement Areas (as applicable to Group A’s), International Building Code, Section 411 Smoke Protected Seating, Section 1030.6.2 1203.2.19 {No change.} 1203.2.20 Covered and Open Mall Buildings.Emergency power shall be provided in accordance with Section 907.2.20 and 914.2. 1203.2.21 Airport Traffic Control Towers. A standby power system shall be provided in airport traffic control towers more than 65 ft. in height. Power shall be provided to the following equipment: 1. Pressurization equipment, mechanical equipment and lighting. 2. Elevator operating equipment. 3. Fire alarm and smoke detection systems. 1203.2.22 Smokeproof Enclosures and Stair Pressurization Alternative. Standby power shall be provided for smokeproof enclosures, stair pressurization alternative and associated automatic fire detection systems as required by the International Building Code, Section 909.20.7.2. 1203.2.23 Elevator Pressurization. Standby power shall be provided for elevator pressurization system as required by the International Building Code, Section 909.21.5. 1203.2.24 Elimination of Smoke Dampers in Shaft Penetrations.Standby power shall be provided when eliminating the smoke dampers in ducts penetrating shafts in accordance with the International Building Code, Section 717.5.3, exception 2.3. 1203.2.25 Common Exhaust Systems for Clothes Dryers.Standby power shall be provided for common exhaust systems for clothes dryers located in multistory structures in accordance with the International Mechanical Code, Section 504.11, Item 7. 1203.2.26 Means of Egress Illumination in Existing Buildings.Emergency power shall be provided for means of egress illumination in accordance with Section 1104.5 when required by the fire code official. (90 minutes in I-2, 60 minutes elsewhere.) 1203.2.27 Hydrogen Cutoff Rooms. Standby power shall be provided for mechanical ventilation and gas detection systems of Hydrogen Cutoff Rooms in accordance with the International Building Code, Section 421. 1203.3 through 1203.6 {No change.} 1203.7 Energy Time Duration. Unless a time limit is specified by the fire code official, in this chapter or elsewhere in this code, or in any other referenced code or standard, the emergency and standby power system shall be supplied with enough fuel or energy storage capacity for not less than 2-hour full-demand operation of the system. Exception: Where the system is supplied with natural gas from a utility provider and is approved. Section 1205.4.1; change to read as follows: Section 1205.4.1 Rapid shutdown type. The type of solar photovoltaic system rapid shutdown shall be Type 1 only. labeled with one of the following: 1.For solar photovoltaic systems that shut down the array and the conductors leaving the array, a label shall be provided. The first two lines of the label shall be uppercase characters with a minimum height of 3/8 inch (10 mm) in black on a yellow background. The remaining characters shall be uppercase with a minimum height of 3/16 inch (5 mm) in black on a white background. The label shall be in accordance with Figure 1205.4.1(1) and state the following: SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN. TURN RAPID SHUTDOWN SWITCH TO THE “OFF” POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY. 57 Page 26 of 33 2.For photovoltaic systems that only shut down conductors leaving the array, a label shall be provided. The first two lines of the label shall be uppercase characters with a minimum height of 3/8 inch (10 mm) in white on a red background and the remaining characters shall be capitalized with a minimum height of 3/16 inch (5 mm) in black on a white background. The label shall be in accordance with Figure 1205.4.1(2)and state the following: THIS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN. TURN RAPID SHUTDOWN SWITCH TO THE “OFF” POSITION TO SHUT DOWN CONDUCTORS OUTSIDE THE ARRAY. CONDUCTORS WITHIN ARRAY REMAIN ENERGIZED IN SUNLIGHT. FIGURE 1205.4.1(1) LABEL FOR SOLAR PV SYSTEMS THAT REDUCE SHOCK HAZARD WITHIN ARRAY AND SHUT DOWN CONDUCTORS LEAVING ARRAY FIGURE 1205.4.1(2) LABEL FOR SOLAR PV SYSTEMS THAT ONLY SHUT DOWN CONDUCTORS LEAVING THE ARRAY 58 Page 27 of 33 Section 1205.4; add Section 1205.4.4 to read as follows: Section 1205.4.4 Rapid Shutdown Battery Backup. A rapid shutdown switch shall be within 3 feet of the Solar PV System Rapid Shutdown Switch. This will shut down conductors from the battery backup system. A permanent label in accordance with Sections 1205.4.1 through 1205.4.3 shall be placed to identify it. Section 2304.1; change to read as follows: 2304.1 Supervision of Dispensing. The dispensing of fuel at motor fuel-dispensing facilities shall be in accordance with the following: 1.Conducted by a qualified attendant; and/or, 2.Shall be under the supervision of a qualified attendant; and/or 3.Shall be an unattended self-service facility in accordance with Section 2304.3. At any time the qualified attendant of item Number 1 or 2 above is not present, such operations shall be considered as an unattended self-service facility and shall also comply with Section 2304.3. Section 2401.2; delete this section. Section 3103.3.1; delete this section. Table 3206.2, footnote h; change text to read as follows: h.Where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s) 1/2 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13, manual smoke and heat vents or manually activated engineered mechanical smoke exhaust systems shall be required within these areas. Table 3206.2, footnote j; add footnote j to row titled ‘High Hazard’ and ‘Greater than 300,000’ to read as follows: j. High hazard high-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with Section 706 of the International Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. 3206.9 Fire department hose connections.Fire department hose connections are required when: 1. Exit passageways are required by the International Building code for egress, a Class I standpipe system shall be provided in accordance with Section 905, or 2. Access doors are required by Section 3206.7, a Class I, automatic wet or automatic dry standpipe system shall be provided on the building’s interior, adjacent to each access door. Section 3311.1; change to read as follows: Section 3311.1 Required access.Approved vehicle access for firefighting and emergency response shall be provided to all construction or demolition sites. Vehicle access shall be provided to within 100 50 feet (30 480 15 240 mm) of temporary or permanent fire department connections. Vehicle access shall be provided by either temporary or permanent roads, capable of supporting vehicle loading under all weather conditions. Vehicle access shall be maintained until permanent fire apparatus access roads are available. When fire apparatus access roads are required to be installed for any structure or development, access permanent roads shall be approved installed prior to the time which construction has progressed beyond completion of the foundation of any structure. Whenever the 59 Page 28 of 33 connection is not visible to approaching fire apparatus, the fire department connection shall be indicated by an approved sign. Section 5601.1.3; change to read as follows: 5601.1.3 Fireworks. The possession, manufacture, storage, sale, handling, and use of fireworks are prohibited. Exceptions: 1. Only when approved for fireworks displays, storage, and handling of fireworks as allowed in Section 5604 and 5608. 2. The use of fireworks for approved fireworks displays as allowed in Section 5608. {Delete remainder of text.} Section 5703.6; add a sentence to read as follows: 5703.6 Piping Systems.Piping systems, and their component parts, for flammable and combustible liquids shall be in accordance with Sections 5703.6.1 through 5703.6.11. An approved method of secondary containment shall be provided for underground tank and piping systems. Section 5704.2.11.4; add a sentence to read as follows: 5704.2.11.4 Leak Prevention. Leak prevention for underground tanks shall comply with Sections 5704.2.11.4.1 through 5704.2.11.4.3. An approved method of secondary containment shall be provided for underground tank and piping systems. Section 5704.2.11.4.2; change to read as follows: 5704.2.11.4.2 Leak Detection. Underground storage tank systems shall be provided with an approved method of leak detection from any component of the system that is designed and installed in accordance with NFPA 30 and as specified in Section 5704.2.11.4.3. Section 5704.2.11.4.3; add Section 5704.2.11.4.3 to read as follows: 5704.2.11.4.3 Observation Wells. Approved sampling tubes of a minimum 4 inches in diameter shall be installed in the backfill material of each underground flammable or combustible liquid storage tank. The tubes shall extend from a point 12 inches below the average grade of the excavation to ground level and shall be provided with suitable surface access caps. Each tank site shall provide a sampling tube at the corners of the excavation with a minimum of 4 tubes. Sampling tubes shall be placed in the product line excavation within 10 feet of the tank excavation and one every 50 feet routed along product lines towards the dispensers, a minimum of two are required. Section 5707.4; add paragraph to read as follows: Mobile fueling sites shall be restricted to commercial, industrial, governmental, or manufacturing, where the parking area having such operations is primarily intended for employee vehicles. Mobile fueling shall be conducted for fleet fueling or employee vehicles only, not the general public. Commercial sites shall be restricted to office-type or similar occupancies that are not primarily intended for use by the public. Section 6103.2.1; add Section 6103.2.1.8 to read as follows: 6103.2.1.8 Jewelry Repair, Dental Labs and Similar Occupancies. Where natural gas service is not available, portable LP-Gas containers are allowed to be used to supply approved torch assemblies or similar appliances. Such 60 Page 29 of 33 containers shall not exceed 20-pound (9.0 kg) water capacity. Aggregate capacity shall not exceed 60-pound (27.2 kg) water capacity. Each device shall be separated from other containers by a distance of not less than 20 feet. **Section 6104.2, Exception; add an exception 2 to read as follows: Exceptions: 1.{existing text unchanged} 2.Except as permitted in Sections 308 and 6104.3.3, LP-gas containers are not permitted in residential areas. Section 6104.3; add Section 6104.3.3 to read as follows: 6104.3.3 Spas, Pool Heaters, and Other Listed Devices. Where natural gas service is not available, an LP-gas container is allowed to be used to supply spa and pool heaters or other listed devices. Such container shall not exceed 250-gallon water capacity per lot. See Table 6104.3 for location of containers. Exception:Lots where LP-gas can be off-loaded wholly on the property where the tank is located may install up to 500 gallon above ground or 1,000 gallon underground approved containers. Section 6107.4 and 6109.13; change to read as follows: 6107.4 Protecting Containers from Vehicles. Where exposed to vehicular damage due to proximity to alleys, driveways or parking areas, LP-gas containers, regulators and piping shall be protected in accordance with Section 312. 6109.13 Protection of Containers. LP-gas containers shall be stored within a suitable enclosure or otherwise protected against tampering. Vehicle impact protection shall be provided as required by Section 6107.4. Appendix B Fire-Flow Requirements for Buildings: All of Appendix B {Applicable to those jurisdictions adopting Appendix B} Table B105.2; change footnote a. to read as follows: a. The reduced fire-flow shall be not less than 1,500 gallons per minute at the most remote location. Appendix C Fire Hydrant Locations and Distributions: All of Appendix C Appendix D Fire Apparatus Access Roads: All of Appendix D {Appendix D Fire Apparatus Access Roads amendments} Section D102.1; change to read as follows: D102.1 Access and loading.Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt or concrete approved driving surface capable of supporting the imposed load of fire apparatus weighing up to 75,000 85,000 pounds (34 050 38 556 kg). 61 Page 30 of 33 Section D103.4; change to read as follows: D103.4 Dead ends. Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround provisions in accordance with Table D103.4. Section D103.5; change Item 1 to read as follows: D103.5 Fire apparatus access road gates.Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Where a single gate is provided, the gate width shall be not less than 20 24 feet (6096 7315.2 mm). 2. Where a fire apparatus road consists of a divided roadway, the gate width shall be not less than 12 feet (3658 mm) Section D103.6; change to read as follows: D103.6 Signs. Marking.Striping, signs, or other markings, when approved by the fire code official, shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Striping, signs and other markings shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. (1)Striping –Fire apparatus access roads shall be continuously marked by painted lines of red traffic paint six inches (6”) in width to show the boundaries of the lane. The words “NO PARKING FIRE LANE” or "FIRE LANE NO PARKING” shall appear in four inch (4”) white letters at 25 feet intervals on the red border markings along both sides of the fire lanes. Where a curb is available, the striping shall be on the vertical face of the curb. (2)Signs –Signs shall read “NO PARKING FIRE LANE” or "FIRE LANE NO PARKING” and shall be 12” wide and 18” high (See Figure D103.6). Signs shall have red letters on a white reflective background, using not less than 2” lettering. Signs shall be permanently affixed to a stationary post and the bottom of the sign shall be six feet, six inches (6’6”) above finished grade. Signs shall be spaced not more than fifty feet (50’) apart along both sides of the fire lane. Signs may be installed on permanent buildings or walls or as approved by the Fire Chief. 62 Page 31 of 33 Where required by the fire code official, fire apparatus access roads shall be marked with permanent “NO PARKING— FIRE LANE” signs complying with Figure D103.6, or other approved method. Signs shall have a minimum dimension of 12 inches (305 mm) wide by 18 inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides of the fire apparatus road as required by Section D103.6.1 or D103.6.2. Section D103.6.1 and D103.6.2; delete sections as follows: D103.6.1Roads 20 to 26 feet in width. Fire lane signs as specified in Section D103.6 shall be posted on both sides of fire apparatus access roads that are 20 to 26 feet wide (6096 to 7925 mm). D103.6.2 Roads more than 26 feet in width.Fire lane signs as specified in Section D103.6 shall be posted on one side of fire apparatus access roads more than 26 feet wide (7925 mm) and less than 32feet wide (9754 mm). Section D104.3; change to read as follows: D104.3 Remoteness.Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses, or as approved by the fire code official. Section D105.3; change to read as follows: D105.3 Proximity to building.Unless otherwise approved by the fire code official, one or more of the required access routes meeting this condition shall be located not less than 15 feet (4572 mm) and not greater than 30 feet (9144 mm) from the building and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. Section D106.3; change to read as follows: D106.3 Remoteness.Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the property or area to be served, measured in a straight line between accesses, or as approved by the fire code official. 63 Page 32 of 33 Section D107.2; change to read as follows: D107.2 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the property or area to be served, measured in a straight line between accesses, or as approved by the fire code official. Appendix L Requirements For Firefighter Air Replenishment Systems Section L101.1; change to read as follows: Section L101.1 Scope. Fire fighter air replenishment systems (FARS) shall be provided in accordance with this appendix in new buildings when any of the following conditions occur: 1. Any new building 5 or more stories in height. 2. Any new building with 2 or more floors below grade. 3. Any new building 500,000 square feet or more in size. Each stairwell shall have a supply riser. SCBA fill panels shall be located on odd numbered floors commencing at the first level in the primary stairwell and on even numbered floors commencing at level 2 in the remaining stairwells. Fill panels in buildings over 500,000 square feet shall be located adjacent to each standpipe connection. The adopting ordinance shall specify building characteristics or special hazards that establish thresholds triggering a requirement for the installation of a FARS. The requirement shall be based on the fire department’s capability of replenishing fire fighter breathing air during sustained emergency operations. Considerations shall include: 1. Building characteristics, such as number of stories above or below grade plane , floor area, type of construction and fire-resistance of the primary structural frame to allow sustained fire-fighting operations based on a rating of not less than 2 hours. 2. Special hazards, other than buildings, that require unique accommodations to allow the fire department to replenish fire fighter breathing air. 3. Fire department staffing level. 4. Availability of a fire department breathing air replenishment vehicle. Section L104.13.1; delete this section in its entirety. Section L104.14; add paragraph to read as follows: The external mobile air connection shall be located with approved separation from the Fire Department Connection (FDC) to allow functionality of both devices by first responders; shall be visible from and within 50 ft. of a fire apparatus access road along an unobstructed path; and shall be located in an approved signed, secured cabinet. The City of The Colony adopts the most current version of all NFPA codes referenced in the 2021 IFC and amendments. SECTION 3.If any section, article paragraph, sentence, clause, phrase or word in this Ordinance, or application thereto any persons or circumstances is held invalid or unconstitutional by a Court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of this Ordinance; and the City Council hereby declares it would have passed such remaining portions of this Ordinance despite such invalidity, which remaining portions shall remain in full force and effect. SECTION 4.That all provisions of the Ordinances of the City of The Colony, Texas, in conflict with the provisions of this Ordinance be, and the same are hereby amended, repealed, and all other provisions of the Ordinances of the City not in conflict with the provisions of this Ordinance shall remain in full force and effect. 64 Page 33 of 33 SECTION 5.Any person, firm, or corporation violating any of the provisions of this Ordinance shall be deemed guilty of a misdemeanor and, upon conviction in the municipal court of the City of The Colony, Texas, shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Every day a violation occurs shall constitute a separate offense. SECTION 6. This Ordinance shall become effective from and after its date of passage in accordance with law. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS THIS 6TH DAY OF FEBRUARY 2024. ____________________________________ Richard Boyer, Mayor City of The Colony, Texas ATTEST: ___________________________________ Tina Stewart, TRMC, CMC, City Secretary APPROVED AS TO FORM: ___________________________________ Jeffrey L. Moore, City Attorney 65 Agenda Item No:4.5 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Calvin Lehmann Submitting Department: Parks & Recreation Item Type: Resolution Agenda Section: Subject: Consider approving a resolution authorizing the City Manager to execute a contract with Whirlix Design Inc. for the purchase and installation of the Bill Allen Memorial Park playground equipment and synthetic turf through the BuyBoard Purchasing Cooperative in the amount of $270,832.00 to be funded by the Community Development Corporation. (Lehmann) Suggested Action: Background: City Council approved funding of $535,000.00 for the Bill Allen Memorial Park Playground Replacement in the 2022-2023 budget. Parks staff held a public vote to receive input from the neighborhood for the Park’s main structure and amenities. The playground concept from Whirlex, Inc. received the highest rating from residents. At the January 2nd, 2024, City Council meeting, a construction contract with CGC General Contractors was approved for the construction of playground site work. As noted in the January 2nd meeting memo, we planned to bring the contract for the purchase of the playground equipment and synthetic turf to Council after approval from the Community Development Corporation board at the January 11th meeting. This item is for the purchase and installation of the Playground Equipment and Synthetic Turf for Bill Allen Memorial Park Playground from Whirlix, Design Inc. through the BuyBoard Purchasing Cooperative for $270,832.00. This item was approved at the January 11th CDC board meeting. With manufacturing lead times from Whirlix at 18 weeks, staff recommends approval of the purchase of playground equipment and turf to lock-in pricing and maintain the schedule of construction for Bill Allen Memorial Playground. Attachments: Bill Allen Park-WHIRLIX DESIGN INC Buy Board Final Pricing 1.8.24 Revised NTE.pdf Res. 2024-xxx Whirlix Design Inc. for Bill Allen Memorial Park.doc 66 67 68 69 70 CITY OF THE COLONY, TEXAS RESOLUTION NO. 2024 - ________ A RESOLUTION OF THE CITY OF THE COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO EXECUTE A CONTRACT WITH WHIRLIX DESIGN INC. FOR THE PURCHASE AND INSTALLATION OF THE BILL ALLEN MEMORIAL PARK PLAYGROUND EQUIPMENT AND SYNTHETIC TURF THROUGH THE BUYBOARD PURCHASING COOPERATIVE TO BE FUNDED BY THE COMMUNITY DEVELOPMENT CORPORATION; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Council has determined that it is in the best interest of the citizens to execute a contract with Whirlix Design Inc. for the purchase and installation of the Bill Allen Memorial Park playground equipment and synthetic turf through the BuyBoard Purchasing Cooperative in the amount of $270,832.00 to be funded by the Community Development Corporation; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, THAT: Section 1.The City Council of the City of The Colony authorizes the execution of a contract with Whirlix Design Inc. Section 2.The City Manager is hereby authorized to execute the contract for said project. Section 3.This resolution shall take effect immediately from and after its passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, THIS THE 6th DAY OF FEBRUARY 2024. ______________________________ Richard Boyer, Mayor ATTEST:City of The Colony, Texas ___________________________________ Tina Stewart, TRMC, CMC, City Secretary 71 APPROVED AS TO FORM: ___________________________________ Jeffrey L. Moore, City Attorney 72 Agenda Item No:4.6 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Robert Kotasek Submitting Department: Engineering Item Type: Resolution Agenda Section: Subject: Consider approving a resolution authorizing the City Manager to reject a bid in the amount of $279,917.75 with Talbert Companies, LLC. for the Arbor Glen Drainage Improvement project. (Hartline) Suggested Action: Background: The Arbor Glen Drainage Improvement project’s scope of work consists of the reconstruction of a concrete flume and concrete alley paving adjacent to Arbor Glen Road. The scope of work also includes concrete pavement and storm inlet replacement in the adjacent church parking lot south of the alley. The work includes, but is not limited to mobilization and general site preparation, installing 7-inch-thick reinforced concrete pavement on a flex base subgrade, installing a various height curbed concrete flume between two houses, installing reinforced sidewalk, storm drain replacement and fence replacement. This project will in assist in providing increased drainage capacity to help reduce the risk of flooding that has previously occurred in this area. The project design has been completed by Halff Asssociates, Inc. The project was advertised for competitive bidding and bids were opened on November 16, 2023. The qualified low bidder was Talbert Companies, LLC. with a price of $279,917.75. Since the low bidder was not providing requested information to qualify this bid in a timely manner to either City Staff or the Design Engineer, staff recommends that the bid from Talbert Companies, LLC. be rejected and the project be rebid in the future. Attachments: Certified Bid Summary Res. 2024-xxx Rejection of Talbert Companies bid for Arbor Glen drainage project.docx 73 City of The Colony - Arbor Glen Drainage Improvements BID #69-24-01 Bid Opening: November 16, 2023 City of The Colony Project Manager: Ron Hartline, PE Halff Associates, Inc. Project Manager: Joseph Buchanan, PE Recommended: TALBERT COMPANIES, LLC CAPKO CONCRETE STRUCTURES, LLC 308 CONSTRUCTION, LLC THOMAS II DEVELOPMENT, LLC TOTAL BID $279,917.75 $399,710.00 $305,944.47 $289,617.50 Addenda Yes Yes Yes Yes Bid Bond Yes Yes Yes Yes Bids Certified by: _____________________________________________________________ BID SUMMARY Joseph Buchanan, PE 2 74 CITY OF THE COLONY, TEXAS RESOLUTION NO. 2024 - ________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, REJECTING A BID WITH TALBERT COMPANIES, LLC. FOR THE ARBOR GLEN DRAINAGE IMPROVEMENT PROJECT AND AUTHORIZING THE REBIDDING OF SAID PROJECT; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A REPEALING CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of The Colony, Texas, solicited bids for the Arbor Glen Drainage Improvement project (the “Project”); and WHEREAS,the qualified low bidder was Talbert Companies, LLC. with a price of $279,917.75; however, the low bidder did not provide requested information to qualify this bid in a timely manner to City Staff or the Design Engineer; and WHEREAS, pursuant to the authority contained in Section 252.043(f) of the Texas Local Government Code, the City Council of the City of The Colony, Texas, is authorized to reject any and all bids. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, THAT: SECTION 1.The findings set forth above are incorporated into the body of this resolution as if fully set forth herein. SECTION 2.The City Council of the City of The Colony, Texas, pursuant to the authority contained in Section 252.043(f) of the Texas Local Government Code, find and determine it is in the best interest of the City to reject any and all bids for the Project. SECTION 3.The City Council of the City of The Colony, Texas, hereby authorizes City Manager and City staff to take all actions necessary to rebid the Project in accordance with state law. SECTION 4.If any section, article paragraph, sentence, clause, phrase or word in this resolution, or application thereto any persons or circumstances is held invalid or unconstitutional by a Court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of this Resolution; and the City Council hereby declares it would have passed such remaining portions of this Resolution despite such invalidity, which remaining portions shall remain in full force and effect. 75 Page 2 SECTION 5.All provisions of the resolutions of the City in conflict with the provisions of this Resolution shall be, and are hereby, amended and repealed, and all other provisions of the resolutions of the City not in conflict with the provisions of this Resolution shall remain in full force and effect. SECTION 6. This resolution shall become effective from and after its date of passage in accordance with law. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS THIS 6TH DAY OF FEBRUARY, 2024. Richard Boyer, Mayor City of The Colony, Texas ATTEST: Tina Stewart,TRMC, CMC, City Secretary APPROVED AS TO FORM: Jeffrey L. Moore, City Attorney 76 Agenda Item No:5.1 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Isaac Williams Submitting Department: Planning Item Type: Ordinance Agenda Section: Subject: Conduct a public hearing discuss and consider an appeal of the Planning and Zoning Commission regarding Amendments to Planned Development 16 (PD-16) to reflect the conceptual layout and development standards for the “Jefferson Morningstar,” an approximately 15,000 square-foot commercial and 710-dwelling unit mixed-use development. The subject site contains approximately 14.95 acres and is located at the northwest intersection of Morningstar Drive and SH 121, (between South Colony Boulevard and Morningstar Drive) within Planned Development 16 (PD-16). (Williams) Suggested Action: please see the attached staff report, drawings, maps and illustrations for detailed land use, site layout and staff recommendations Attachments: Staff Report Jefferson Morningstar MF-C.doc.docx Jefferson Morningstar (MF-C) Exhibits.pdf Ord. 2024-xxxx Jefferson Morningstar.docx 77 PLANNING AND ZONING COMMISSION REPORT AGENDA DATE:February 6, 2024 DEPARTMENT:Planning and Development Department SUBJECT:PDA23-0006 – Jefferson Morningstar Multifamily-Commercial (Mixed-Use) Development Conduct a public hearing discuss and consider an appeal of the Planning and Zoning Commission regarding amendments to Planned Development 16 (PD-16) to reflect the conceptual layout and development standards for the “Jefferson Morningstar,” an approximately 15,000 square-foot commercial and 710-dwelling unit mixed-use development. The subject site contains approximately 14.95 acres and is located at the northwest intersection of Morningstar Drive and SH 121, (between South Colony Boulevard and Morningstar Drive) within Planned Development 16 (PD-16). OWNER/APPLICANT Owner: TMGN, LTD Dallas, TX Applicant: Jesse Copeland Dallas, TX Winstead Attorneys EXISTING CONDITION OF PROPERTY Planned Development 16 is an approximately 260-acre zoning district bound by SH 121 to the South, Memorial Drive to the North, Paige Road to the West and the BNSF Railroad to the East. The PD is divided into Tracts A, B, C, D and E with land uses permitted within the Business Park (BP) and General Retail (GR) zoning districts. The area is mostly developed with some vacant areas left within Tracts B, D and E. The subject site is located within Tract D between South Colony Boulevard and Morningstar Drive, behind the existing commercial center referred to as the Village at 121. The Village at 121 features restaurants, retail, office and personal service establishments. A similar request for a dense residential development was approved in 2017. A Planned Development Amendment was approved to develop a 21-unit per acre Townhome development on this portion of the tract. The Townhomes were never developed. Since that time no further development of the subject site has occurred. PROPOSED REQUEST The proposed amendment to the Planned Development 16 Ordinance, intents to permit multifamily uses within Tract D, and reflects a mixed use multi-family residential and standalone commercial retail development known as Jefferson Morningstar. The Planned Development Amendment is required to implement this development as the property does not currently have development standards to accommodate this land use. The proposed amendment reflects four and five-story multi-building development anticipating a density of approximately 45 units/ acre. The development provides minimum dwelling size of 600 square feet and average minimum unit size of 800 square feet. 78 The project is reflected in two phases; Phase 1 contains 350 dwelling units, amenity areas and surface parking, Phase 2 contains the remaining 360 dwelling units and will include an approximately 15,000 square foot commercial retail building. The applicant has indicated that Phase 2 has two possible configurations. Concept 1 is a standalone commercial building adjacent to the “wrap” residential building; Concept 1 reflects six (6) total buildings. Concept 2 is a ground- floor commercial integrated into the western portion of the Phase 2 “wrap” building; Concept 2 reflects five (5) total buildings. Each configuration contains structured parking to accommodate occupants. PREVIOUS ACTION The City of The Colony’s Planning and Zoning Commission at its meeting on December 12, 2023 denied the request (5-0) regarding PDA23-0006, making a recommendation to City Council regarding Amendments to Planned Development 16 (PD-16). Staff Analysis Land Use Analysis The subject site is currently undeveloped and considered “infill,” within Tract D of Planned Development 16. The site is bound on the south by established commercial retail development. These commercial establishments are in a configuration of four (4) standalone multi-tenant buildings. North of the project are three (3) multifamily developments Atlantic Stonebriar, Evergreen and Estancia Morningstar containing 294 units, 145 and 300 units respectively. Evergreen and Stonebriar are within Tract C of Planned Development 16 and are permitted “by- right”, Evergreen is within Tract D and required consideration similar to this request for approval. The applicant suggests the subject site is appropriate for dense residential development and states… “The community will deliver an energetic lifestyle and high-quality living environment. In this market, the average occupancy of the other multifamily communities is 95% showing the demand and desire for more quality housing in this area.” Tract D permits land uses consistent with Business Park (BP) and General Retail (GR) zoning districts. However, Tract D is developed more consistently with General Retail zoning than Business Park zoning. The surrounding area (Tracts C, D and E of PD-16) between South Colony Boulevard [west], the City’s limit [east] and Memorial Drive [north], is overall developed in a mixed-use configuration. Specifically, commercial land uses are at or near the service road and low to mid-level density is found further setback and behind the commercial. The proposed development is consistent with this development pattern. The Comprehensive Plan recommends this area as “Commercial Destination.” Where the purpose is to provide community access to a broad range of goods and services. The proposed development contributes to this recommendation with the incorporation of commercial retail, and is anticipated to bolster the adjacent community to which the goods and services are intended. Considerations Three major thoroughfares bound the site as well providing access to South Colony Boulevard, Morningstar Drive and SH 121 service road. As proposed the development will provide through access from Morningstar Drive to South Colony Boulevard, with internal drives to service the 79 building units. Internal cross access through the development is provided to the adjacent commercial to the south and the internal commercial along South Colony Boulevard. Parking spaces provided throughout uncovered and covered including under carports and within a parking structure. Spaces are provided at a ratio of 1.4 spaces to one dwelling unit; some units will have access to “tandem” parking spaces (parking spaces in a 9’x 36’ dimension). The conceptual landscape plan reflects vegetative screening and or fencing at the property lines to express the boundaries. Separation from adjacent multifamily establishments is created by dense vegetation and fencing. The southern boundary contains mostly vegetation to delineate from the utilitarian spaces of the adjacent commercial uses. Landscape buffers along street edges consist of an arrangement of canopy trees and ornamental clusters. The concept plan reflects multiple areas of amenities including outdoor open spaces for residents reflected as a dog park, courtyards, pocket parks, plazas and respite areas along walkways. Units are provided balconies and internal corridors for access to each unit. Enclosed recreation areas are located within “Building II” and “Building III”; a third indoor amenity area is reflected in the “wrap” building of Phase 2 (along South Colony Boulevard). The conceptual elevation plan reflects traditional multifamily design. Each building contains four- sided architecture constructed primarily of masonry with an earth tone color pallet consistent with development within the PD and Gateway Overlay District. The conceptual elevations will be further refined through the site plan process. Development standards for the South Colony commercial retail building, indicate a design consisting of four-sided architecture and a design that is congruent with the adjacent commercial retail buildings. The integrated retail concept reflects a store front aesthetic on the western elevation of the “wrap” building, the remaining sides, are dedicated to traditional multifamily aesthetic. This proposed amendment sets forth the conceptual layout, phasing and development standards. A subsequent site plan is required for consideration prior to development; the site plan will refine the concepts of this concept plan. NOTIFICATION Notice for this Public Hearing was published in The Dallas Morning News,In addition, Zoning Ordinance also requires notification of property owners located within 200 feet of the subject property a minimum of fifteen (15) days prior to the public hearing. No comments either for or against the Planned Development Amendment were received as of printing of this packet. RECOMMENDATION The Development Review Committee (DRC) has no objection to the proposed amendments to Planned Development-16. ATTACHMENTS 1. Location Map 2. Proposed development standards (exhibits and illustrations) 3. Project Narrative 80 M E M O RI A L D R S A M R A Y B U R N T O L L W A Y C L E A R W A T E R D R C R E S C E N T D R C E D A R F A L L S D R FALLW AT E R TR L E X I T P A I G E / P L A N O P K W Y S H 1 2 1 G R A N D S C AP E B LVD E XIT P A I G E R D E XITSO U T H C O L O N Y M O R N I N G S T A R D R N E B R A S K A F U R NITUREMARTDR E X I T N F M /G R A N D S C A P E E XIT N F M /S O U T H C O L O N Y E X IT S P R I N G C R E E K S O U T H C O L O N Y BLVD P D 1 6 P D 2 8 P D 2 5 P D 2 0 This map was generated by GIS data provided by The Colony GIS Department. The City of The Colony does not guarantee the correctness oraccuracy of any features on this map. These digital products are for llustration purposes only and are not suitable for site-specific decision making. ±Project No: PDA23-0001 - PD 16 Cascades - Jefferson Morningstar PD A23 -000 1 Plann ed Development 16 Plann ed Development 20 Plann ed Development, PD25 Plann ed Development, PD28 SubjectArea PDA23-0006 PDA23-0006 81 1 JPI Morningstar PDA23-0006 The Colony, Texas Apartment Development 82 2 PROJECT OVERVIEW Jefferson Morningstar is a Class A multifamily community that will benefit future residents and neighboring businesses in The Colony. The community will be integrated within the retail development surrounding the property, allowing seamless pedestrian connectivity and walkability while still maintaining a unique identity and characteristics. The project will deliver an energetic lifestyle and high quality physical environment living option. The project includes a system that promotes walkable street designs while also allowing for bike and automobile circulation. The master plan features open green space including a dog park, pool area, tree lined streets and various passive recreational spaces. The green network will provide visitors and residents with comfortable outdoor environments and multi-functional spaces for social gatherings and community activities. The project will offer a range of community facilities and a mix of amenities to meet the social and recreational needs of the community by creating vitality and entertainment for future residents. The community is intended to provide high-end amenities such as: a resort style pool with cabanas and lounge chairs, dog park, private yards, and a grand leasing center. Interior unit amenities will include stainless steel appliances, wood style flooring, kitchen islands, granite countertops, glass enclosed showers, as well as full-size side-by-side washer/dryers provided in every home. Building construction will satisfy the City's Gateway Overlay District design standards. 83 3 JEFFERSON MORNINGSTAR NARRATIVE Jefferson Morningstar is a Class A luxury housing community separated into two distinct product types; (i) 4 story surface parked walkup homes featuring elevators and enclosed corridors; and (ii) a 5 story wrap community surrounding a structured parking garage. Both communities have been architecturally designed with the surrounding City of The Colony area and topography in mind. The proposed rental homes will be of the upmost standard with best in class finishes to attract high quality renters, desirous of a true live, work and play environment. Design Architecture has been intentionally designed with durable exteriors featuring brick, stucco and fiber cement siding. Exteriors designed to receive four architectural expressions: full height brick with a tall parapet, a three-story brick base with one story of fiber cement siding above, a single-story brick base with three stories of fiber cement panel above, and a single-story brick base with three stories of fiber cement siding above. Massing of building corners of higher importance such as the amenity areas along the shared drive and corners near the site entrances are designed to receive the full-height brick treatment. The four expressions are blended on each building to create a hierarchy of varied facades while keeping an expressive rhythm around the exterior. The expressions also vary in depth to create more shadows and visual interest along the building perimeters. Large windows and double doors at balconies will ensure dwelling units receive plentiful daylight. Residents will enjoy top of the line amenities including a fitness center, pool area with grilling stations and cabanas, dog park, stainless steel appliances, stone countertops, minimum 10’ ceilings, and more. The walkable development is further enhanced with an interconnected landscape trail providing for convenient access to the neighboring retail. Landscaping is designed to shield headlights from shining into resident homes and to provide for an enjoyable walking experience. A specific example of this is the robust landscaping to be located between the retail and the most southern residential buildings. Architectural Features & Materials: Utilizes a mix of masonry veneer, varying fiber cement panel expressions, prefinished metal canopies, and painted metal railings on all elevations. Through the use of various unit and balcony depths, the design uses building projections and recesses to further articulate every façade. At the main ceremonial corners, the design calls for full height masonry elements that provide a monumental accent to the building. These full-height masonry elements are further articulated by architectural details, such as brick accent courses and projections at the level 4 floor line and the articulated roof cornice line. Given the long roof line of this building, the design includes multiple parapet conditions along each elevation that are used to break up the continuous roof eave and provide architectural interest. The windows will be a mix of storefront at amenity spaces and residential flanged windows at the residential units. 84 4 Amenities: Purposefully designed to feature high-end finishes including granite countertops, stainless steel appliances, resort style amenities, minimum 10-foot ceilings, and other finishes typically found in single-family homes. JPI prides itself on providing the highest level of finish outs in the market. In-unit washer/dryers provided. Other community amenities include a dog park, fitness center, over 8,000 square feet of interior amenity space and a green space plaza for residents to enjoy. Consultant Review: The selected design consultants have a wealth of experience in designing lux ury multifamily communities. Lord Aeck Sargent is serving as the architect for Jefferson Morningstar. Kimley Horn will serve as the Civil Engineer as well as Landscape Architect. Their respective experience will ensure quality elevations, site layout, and overall design. We have performed a 3rd party market study which reveals fundamental factors of housing demand outweighing supply in the submarket and an overall occupancy of 94.1% of total stock. Retail: There will be a minimum of 5,000 square feet and maximum of 15,000 square feet of retail space provided on phase 2. The retail space will be either standalone or tucked under the buildings which are outlined through the 2 different concept plans. The land uses allowed shall be those uses allowed in the General Retail (GR) Zoning District as described in the CZO. Projected Unit Mix (Phase 1): Efficiency: 20 units: 5.6% of units 1 BR: 223 units: 61.8% of units 2 BR: 102 units: 28.4% of units 3 BR: 15 units: 4.2% of units Total Projected Units (Phase 1): 360 Units Projected Unit Mix (Phase 2): Efficiency: 20 units: 5.0% of units 1 BR: 216 units: 60% of units 2 BR: 99 units: 30% of units 3 BR: 15 units: 5% of units Total Projected Units (Phase 2): 350 Units The unit mix will fluctuate some as the more detailed design process occurs. The above represents where our plans stand today and where we anticipate being close to at the end of the day. In the PD we are stating maximum percentages for the different unit sizes. For example, the community can be comprised of no more than 7% three-bedroom units. Below is the PD language which speaks to the Unit Mix maximum allowances by unit type: i. Maximum studio/efficiency units: 7%. ii. Maximum one-bedroom units: 65%. 85 5 iii. Maximum two-bedroom units: 32%. iv. Maximum three-bedroom units: 7%. Based on the existing surrounding developments, the site was designed for fully developed conditions and a fire flow test has been performed as well. In no event will the total unit count for Phase 1 exceed 360 units and 350 units for Phase 2. Parking: The development will provide residents three different parking options: a secure controlled access structured parking garage, tandem parking, private tuck under garages and surface parking spaces. JPI is exploring the use of using parking gate arms in certain locations. Tandem parking dimensions will be 9x36 minimum. ITE published Parking Generation 5th Edition, a compendium of parking demand research at sites across the country. The ITE tracks suburban, dense, multi-use, and central business district differences. The suburban multifamily demand is the category best fitted for this project. Below is the ITE chart indicating projected parking demand. In addition to required parking provided on-site, a shared parking area directly to the south and west of the site may be utilized by both retail patrons and residents. This shared parking arrangement enhances connectivity by avoiding displaced fencing in the parking lot. Visible signage and painted paving will identify spots designated for residents. A unique property sticker/toll tag system is utilized so security can easily control who is parking in the resident parking spaces. Projected (dedicated) Parking Phase 1 (Concept 1 – Standalone Retail Option): 410 Surface Spaces (of which 75 will be carport) 45 Tandem Spaces 58 Garage Spaces Subtotal Parking Spaces: 513 Spaces (1.43/Unit) o Per the PD, parking will not be lower than 1.4/Unit. Subtotal Covered (Carport & Garage) Spaces: 133 Spaces (26% of Spaces) o A minimum of 25% of the phase 1 required spaces are required to be covered. Projected (dedicated) Parking Phase 1 (Concept 2 – Ground floor Retail Option): 404 Surface Spaces (of which 75 will be carport) 45 Tandem Spaces 58 Garage Spaces Subtotal Parking Spaces: 507 Spaces (1.41/Unit) o Per the PD, parking will not be lower than 1.4/Unit. Subtotal Covered (Carport & Garage) Spaces: 133 Spaces (26% of Spaces) o A minimum of 25% of the phase 1 required spaces are required to be covered. 86 6 Projected (dedicated) Covered Garage Parking Phase 2: There will be a minimum of 1.4 spaces per unit provided in an enclosed structured garage. This phase has not gone through design process but the enclosed garage will have no less than the amount resulting from the calculation above. Phase 2 Retail Dedicated Parking: There will be a minimum 1 space per 200 square feet of gross leasable space (GLS) for the retail use on phase 2. Retail parking spaces may include dedicated surface parking, as shown on the Concept Plan, shared garage spaces within Phase 2 multifamily, and/or parking spaces included in a shared parking agreement in order to satisfy the minimum parking requirement. Who do we attract? The community will attract a wide range of residents from young professionals, both single and married, who work in the surrounding areas as well as empty nesters who are looking for a more convenient lifestyle with modern amenities. The community will also provide a housing option for residents who work at Grandscape, Lewisville ISD employees, nurses, police officers, firemen, and service workers who work in The City of The Colony. Why this makes sense here: The horizontal mixed-use project will be integrated within the surrounding retail development allowing seamless pedestrian connectivity and walkability while still maintaining its own identity and characteristics. The community will deliver an energetic lifestyle and high-quality living environment. In this market, the average occupancy of the other multifamily communities is 95% showing the demand and desire for more quality housing in this area. We look forward to partnering with The City of The Colony and working together towards creating an urban mixed-use development, enhancing pedestrian connectivity within the overall project. 87 7 ABOUT JPI Developer JPI is a private local housing developer with over 33 years of experience in DFW. JPI's founding members sought to create a company that led, first and foremost, with a commitment to culture and values — guided by the belief that "quality attracts quality" and bolstered by dedication and accountability. JPI's associates plan, develop, build, and invest in our communities. The JPI team is knowledgeable, intentional, and local. Today, JPI has sixteen communities in various stages of construction and lease-up spanning across the metroplex. 4889-2554-6581v.2 88 1 DEVELOPMENT STANDARDS FOR PLANNED DEVELOPMENT These PD Development Standards apply to the approximate cumulative 14.95-acre tract described in the legal description (Exhibit _) and shown on the revised PD Concept Plan (the "Concept Plan") (Exhibit _) attached hereto and made a part hereof for all purposes. Unless otherwise provided herein, development shall be in accordance with the City Comprehensive Zoning Ordinance (the "CZO"). In the event of conflict between the CZO and these development standards, these development standards apply. Development of the Property must comply with the Concept Plan. In the event of conflict between the Concept Plan and these Development Standards, these Development Standards apply. The Property consists of Phase 1 and Phase 2 in the respective areas shown on the Concept Plan. The applicable development standards for each phase are as follows: PHASE 1 A. Land Uses. The land uses allowed on the property shall be those uses allowed in the Multiple-Family—3 (MF-3) Zoning District as described in the CZO. B. Yards: Yards shall be provided as specified below and as shown on the Concept Plan and the Conceptual Landscape Plan (Exhibit _). 1. Minimum Front Yard: 20 feet. 2. Minimum Side Yard: 5 feet. C. Area Regulations. Development of the property shall be subject to the area regulations applicable to the MF-3 District except as provided herein. 1. Maximum unit count: 360 units. 2. Minimum dwelling unit size: 600 square feet. 3. Minimum average dwelling unit size: 800 square feet. 4. Building Height: Maximum four (4) stories. 5. Unit Mix. The total unit mix shall not exceed 100% of the maximum allowances below. In no event will the total unit count for Phase 1 exceed 360 units. i. Maximum studio/efficiency units: 7%. ii. Maximum one-bedroom units: 65%. iii. Maximum two-bedroom units: 32%. iv. Maximum three-bedroom units: 7%. 89 2 D. Parking Regulations. Parking shall be provided in accordance with the CZO except as provided herein. 1. Required parking for multifamily uses: i. Ratio: Minimum 1.4 spaces per dwelling unit. ii. Tandem: 1. For the purpose of this section, "tandem" shall mean a group of two adjoined 9' x 18' parking spaces with a minimum total size of 9' x 36' that utilize the same area to maneuver onto a driveway. 2. Maximum 10% of required spaces may be tandem. iii. Garages: Minimum 10% of required spaces must be garage spaces. iv. Covered Parking: Minimum 12% of required spaces must be covered parking spaces. v. Screening of surface parking areas. A wall, a berm, evergreen shrubs, or a combination of any of these three (3) screening methods shall be used to screen surface parking lots from adjacent public street right-of-way. The minimum screening height at installation is twenty-four inches (24") with a minimum growth height of thirty-six inches (36"). Berms shall have a maximum slope of 3:1. Live screening materials may be included in determining compliance with other landscaping requirements of this section, such as requirement for a minimum landscape area, the landscape buffer requirements, and the parking lot landscaping requirements. vi. Shared spaces. Shared parking spaces in the area shown on the Concept Plan may be utilized for parking spaces in excess of the minimum parking requirement. The shared parking spaces shall not be utilized to satisfy the minimum parking requirement. 1. Shared parking with the surrounding commercial uses allows greater parking flexibility between the multifamily and commercial uses given the nature of the non-gated multifamily development in Phase 1. 2. Shared parking spaces may be adequately marked with parking lot signage. 3. Parking spaces restricted for only multifamily uses will be adequately marked with parking lot signage and striping. 2. All parking for Phase 1 shall be constructed, as shown on the Concept Plan, concurrently to the construction of Phase 1. 90 3 E. Landscaping Regulations. Landscaping shall be provided as specified herein and in accordance with the Conceptual Landscape Plan (Exhibit _). 1. Landscape Buffers. Landscape buffers must be provided as shown below and on the Conceptual Landscape Plan. i. Morningstar Drive. 1. Minimum Landscape Buffer: 20 feet. ii. Perimeter. In this section, "Perimeter" refers to the portion of Phase 1 adjacent to Existing Senior Living and Existing Daycare, as shown on the Conceptual Landscape Plan. 1. Minimum Landscape Buffer: 5 feet. iii. Retail Adjacency. In this section, "Retail Adjacency" refers to the portion of Phase 1 adjacent to existing retail south of Building II and Building III, as shown on the Conceptual Landscape Plan. 1. Minimum Landscape Buffer: 10 feet. 2. Landscape Elements. The following minimum landscape elements shall be provided. i. Morningstar Drive. 1. One (1) canopy tree every 40 linear feet of adjacency. 2. Two (2) ornamental trees every 50 linear feet of adjacency. ii. Perimeter. 1. One (1) ornamental tree every 40 linear feet of adjacency. iii. Retail Adjacency. 1. One (1) ornamental tree every 40 linear feet of adjacency. 2. A six (6) foot screening wall or fence shall be provided. F. Open Space/Amenities. 1. Dog park: Minimum 2,000 square feet. 2. Pool area: Minimum 10,000 square feet. 3. Open Space. 91 4 i. Open space shall be provided in accordance with the Open Space Plan (Exhibit _). ii. Dog parks and pool areas are included in the open space calculation. 4. Amenity Space. i. Clubhouse: Minimum 7,500 square feet. G. Building Design Standards. Unless otherwise provided in this section, building facades shall be in conformance with the Conceptual Building Elevations (Exhibit _). Building design shall be in accordance with the CZO and consistent with the Gateway Overlay District regulations except as provided herein. 1. All exterior walls of buildings and structures shall be a combined minimum 75% of the following materials: kiln fired brick, brick veneer, natural and manufactured stone, granite, marble, architectural concrete block, three-step stucco process, and fiber cement panel. 2. Maximum uninterrupted horizontal length of a building façade is 55 feet. Windows qualify as an interruption in the horizontal length of the building façade. 3. Primary building entrances on a building façade may be oriented toward internal driveways in the areas shown on the Concept Plan. 4. Columns are not required for canopies. PHASE 2 A. Land Uses. The land uses allowed on the area designated for multifamily in Phase 2 on the Conceptual Plan shall be those uses allowed in the Multiple-Family—3 (MF-3) Zoning District as described in the CZO and General Retail (GR) Zoning District subject to the requirements herein. B. Yards. Yards shall be provided as specified below and as shown on the Concept Plan and the Conceptual Landscape Plan. 1. Minimum Front Yard: 20 feet. 2. Minimum Side Yard: 15 feet. C. Multifamily Area Regulations. Development of the property shall be subject to the area regulations applicable to the MF-3 District except as provided herein. 1. Maximum unit count: 350 units. 2. Minimum dwelling unit size: 600 square feet. 92 5 3. Minimum average dwelling unit size: 800 square feet. 4. Building Height: Maximum five (5) stories. 5. Unit Mix. The total unit mix shall not exceed 100% of the maximum allowances below. In no event will the total unit count for Phase 2 exceed 350 units. i. Maximum studio/efficiency units: 7% ii. Maximum one-bedroom units: 65% iii. Maximum two-bedroom units: 32% iv. Maximum three-bedroom units: 7% D. Retail Area Regulations. 1. Land Uses. The land uses permitted on the area designated for retail in Phase 2 on the Concept Plan shall be those uses allowed in the General Retail (GR) Zoning District as described in the CZO. 2. Retail Floor Area. In addition to the requirements herein, the retail floor area shall be provided as shown on the Concept Plan. i. Minimum floor area: 5,000 square feet. ii. Maximum floor area: 15,000 square feet. E. Parking Regulations. Parking shall be provided in accordance with the CZO except as provided herein. 1. Required parking for multifamily uses. i. Ratio: Minimum 1.4 spaces per dwelling unit. ii. Screening of surface parking areas. A wall, a berm, evergreen shrubs, or a combination of any of these three (3) screening methods shall be used to screen surface parking lots from adjacent public street right-of-way. The minimum screening height at installation is twenty-four inches (24") with a minimum growth height of thirty-six inches (36"). Berms shall have a maximum slope of 3:1. Live screening materials may be included in determining compliance with other landscaping requirements of this section, such as requirement for a minimum landscape area, the landscape buffer requirements, and the parking lot landscaping requirements. 2. Required parking for retail uses. i. Ratio: Minimum 1 space per 200 square feet of gross leasable space (GLS). 93 6 1. Retail parking spaces may include dedicated surface parking, as shown on the Concept Plan, shared garage spaces within Phase 2 multifamily, and/or parking spaces included in a shared parking agreement in order to satisfy the minimum parking requirement. ii. Shared spaces. Shared parking spaces may be utilized. 1. Shared parking spaces may be adequately marked with parking lot signage. F. Landscaping Regulations. Landscaping shall be provided as specified herein and in accordance with the Conceptual Landscape Plan. 1. Landscape Buffers. Landscape buffers must be provided as shown below and on the Conceptual Landscape Plan. i. South Colony Boulevard. 1. Minimum Landscape Buffer: 20 feet. ii. Perimeter. In this section, "Perimeter" refers to the portion of Phase 2 adjacent to Existing Senior Living and the adjacent property to the north, as shown on the Conceptual Landscape Plan. 1. Minimum Landscape Buffer: 5 feet. 2. Landscaping Elements. The following minimum landscape elements shall be provided. i. South Colony Boulevard. 1. One (1) canopy tree every 40 linear feet of adjacency. 2. Two (2) ornamental trees every 50 linear feet of adjacency. ii. Perimeter. 1. One (1) ornamental tree every 40 linear feet of adjacency. G. Open Space/Amenities. This section shall only be applicable to the area designated for multifamily uses, as shown on the Concept Plan. 1. Clubhouse: Minimum 7,500 square feet. 2. Courtyards: i. Courtyards are required in the approximate locations shown on the Concept Plan. 94 7 ii. Courtyards may include landscaping, swimming pools, dog parks, seating areas, hardscape, and related indoor or outdoor amenity areas. 3. Open Space. i. Open space shall be provided in accordance with the Open Space Plan. ii. Courtyards, dog parks, and pool areas are included in the open space calculation. H. Building Design Standards. Building design shall be in accordance with the CZO and consistent with the Gateway Overlay District regulations except as provided herein. 1. All exterior walls of buildings and structures shall be a combined minimum 75% of the following materials: kiln fired brick, brick veneer, natural and manufactured stone, granite, marble, architectural concrete block, three-step stucco process, and fiber cement panel. 2. Maximum uninterrupted horizontal length of a building façade is 55 feet. Windows qualify as an interruption in the horizontal length of the building façade. 3. Primary building entrances on a building façade may be oriented toward internal driveways in the areas shown on the Concept Plan. 4. Columns are not required for canopies. GENERAL. A. The Property may be developed in phases. 4868-8431-1632v.13 4868-8431-1632v.13 95 EV-1 EV-2 EV-3 EV-4 EV-5 EV-6 EV-7 EV-8 EV-9 EV-10 EV-11 EV-12 EV-15 EV-16 EV-17 EV-18 EV-19 EV-20 EV-21 EV-22 EV-23 EV-24 EV-25 EV-26 EV-27 EV-28 EV-29 EV-30 EV-31 EV-32 EV-33 EV-34 VANNO PARKING NO PARKIN G NO PARKING NO PARKI N G NO P A R K I N G NO P A R K I N G NO PARKI N G NO PARKING VA N NO P A R K I N G U U GG S E U S S D S D S SG T G T S W W S E E D D E D E E T D D E E E E W U E SS S D D D W E S D UE S U E W UU E U S S X X X X X X X X X X X X X XX X X X X X X X X X X X X XXXXXXXX X E T T T SSS S S S S SSS S S S S TRACT 1 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. THE COLONY SENIOR COMMUNITY, L.P. DOC. NO. 2008-135803 O.R.D.C.T. LOT 3, BLOCK A TRIANGLE 121 ADDITION DOC. NO. 2009-59 P.R.D.C.T. TRACT 2 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. LOT 1, BLOCK A LEGACY DAY SCHOOL ADDITION DOC. NO. 2010-76 P.R.D.C.T. LEGACY DAY SCHOOL, LLC DOC. NO. 2010-1605 O.R.D.C.T. TMGN 1, LTD DOC. NO. 2022-67012 O.R.D.C.T. LOT 1, BLOCK A VILLAGE AT 121 ADDITION DOC. NO. 2014-276 P.R.D.C.T. TRACT 1 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. LOT 5, BLOCK A VILLAGE AT 121 ADDITION DOC. NO. 2014-277 P.R.D.C.T. TMGN 2, LTD DOC. NO. 2022-67011 O.R.D.C.T. LOT 1, BLOCK A UNIVERSAL METRO HOLDINGS, INC/121 CAB. S, PG. 146 P.R.D.C.T. VARIABLE WIDTH UTILITY & MUTUAL ACCESS EASEMENT DOC. NO. 2009-15893 D.R.D.C.T.(ABANDONED) 15' UTILITY & DRAINAGE EASEMENT DOC. NO. 2009-15892 D.R.D.C.T. 10' UTILITY & DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. 15' WATERLINE EASEMENT DOC. NO. 2014-65945 O.R.D.C.T.(TO BE ABANDONED) "TRACT 1" MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT DOC. NO. 2015-48655 O.R.D.C.T. 15' MUTUAL ACCESS EASEMENT DOC. NO. 2009-15361 D.R.D.C.T. 15' MUTUAL ACCESS, UTILITY, & DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. UTILITY EASEMENT DOC. NO. 2009-117212 O.R.D.C.T. MUTUAL ACCESS, UTILITY, & DRAINAGE EASEMENT DOC. NO. 2014-65944 O.R.D.C.T. COSERV GAS LINE EASEMENT DOC. NO. 2015-69544 O.R.D.C.T. ACCESS EASEMENT DOC. NO. 2009-15360 DOC. NO. 2009-15895 O.P.R.D.C.T. ABANDONED BY INST. NO. 20230313000205 O.P.R.D.C.T. MUTUAL ACCESS EASEMENT DOC. NO. 2009-59 O.R.D.C.T. PORTION OF TRACT 1 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. MUTUAL ACCESS EASEMENT DOC. NO. 2009-117213 O.R.D.C.T. MUTUAL ACCESS, MUTUAL, UTILITY, & DRAINAGE EASEMENT DOC. NO. 2014-24802 O.R.D.C.T. ACCESS EASEMENT INST. NO. 2014-45443 O.P.R.D.C.T. "TRACT 2" MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT DOC. NO. 2015-48655 O.R.D.C.T. 37.5' DRAINAGE EASEMENT VOL. 5062, PG. 302 D.R.D.C.T. LOT 1, BLOCK A SONOMA GRANDE AT THE LEGENDS CAB. W, PG. 973 O.R.D.C.T. LOT 1, BLOCK A ESTANCIA ADDITION CAB. V, PG. 164 O.R.D.C.T. DRAINAGE EASEMENT DOC. NO. 2010-76 O.R.D.C.T. 37.5' DRAINAGE EASEMENT VOL. 5062, PG. 302 R.P.R.D.C.T. VARIABLE WIDTH DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. 15' X 15' DRAINAGE EASEMENT DOC. NO. 2009-117211 O.R.D.C.T. 24' ACCESS & UTILITY EASEMENT DOC. NO. 2010-76 O.R.D.C.T. 25' DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. 15' DRAINAGE EASEMENT DOC. NO. 2010-76 O.R.D.C.T. DRAINAGE EASEMENT DOC. NO. 2014-87259 O.R.D.C.T. 15' UTILITY EASEMENT INST. NO. 2009-117210 O.R.D.C.T. (TO BE ABANDONED) MO R N I N G S T A R D R I V E (1 2 0 ' P U B L I C R . O . W . ) (C A B . Q, P G . 4 ) (M . R . D . C . T . ) 10' TXU ELECTRIC EASEMENT CAB. S, PG. 146 O.P.R.D.C.T. SO U T H C O L O N Y B O U L E V A R D (A V A R I A B L E W I D T H P U B L I C R . O . W . ) (D O C . N O . 2 0 0 6 - 3 8 4 5 7 ) (D O C . N O . 2 0 0 6 - 3 8 4 5 8 ) (C A B . W , P G . 9 7 3 ) 20' LANDSCAPE BUFFER CITY ORDINANCE NO. 99-1149 VOL. 4488, PG. 903 R.P.R.D.C.T. PROPOSED PHASE 2 MULTIFAMILY EXISTING HEADWALL (TYP.) EXISTING HEADWALL (TYP.) 605 605 61 0 6 1 0 610 610 615 6 1 5 6 1 0 6 1 0 61 5 6 1 5 61 5 61 5 61 5 615 61 5 6 1 0 610 6 1 5 61 5 6 1 5 615 615 6 1 5 PROP. TUCK UNDER GARAGE (TYP.) PROP. TRASH COMPACTOR WITH SCREENING PROP. TANDEM SPACES (TYP.) 20' BUFFER 20' BUFFER EXISTING SENIOR LIVING EXISTING DAY CARE EXISTING RETAIL EXISTING RETAIL EXISTING RETAIL EX. CONCRETE DRIVE 5' BUFFER 5' BUFFER EX. LEFT TURN LANE EXISTING CONCRETE EX I S T I N G C O N C R E T E 5' BUFFER N29°10'49"W 325.00' R =2 1 5 .0 0 ' ∆=1 5 °2 2 '1 9 "L =5 7 .6 8 ' C B =S 3 2 °0 6 '0 8 "W C =5 7 .5 1 ' R =1 0 0 .0 0 ' ∆=3 6 °2 9 '5 4 "L =6 3 .7 0 ' C B =S 4 2 °3 2 '3 3 "W C =6 2 .6 3 ' S60°47'33"W105.39' N60°44'25"E 4.88' ∆=1°25'27" R=4084.80' L=101.53' CB=S29°58'34"E C=101.53' N60°47'33"E 426.20' S2 9 ° 1 0 ' 4 9 " E 24 5 . 0 1 ' N60°49'11"E 194.70' N73°29 ' 2 5 " E 403.36' R=1455.00' ∆=6°12'26" L=157.63' CB=S19°36'57"E C=157.55' S60°48'50"W356.80'N2 9 ° 1 2 ' 2 7 " W 34 . 9 1 ' S60°47'33"W 422.32' N29°12'27"W 76.34' N2 9 ° 1 2 ' 2 7 " W 33 8 . 1 2 ' 20' BUFFER POOL & COURTYARD AMENITY 6 1 5 ∆=6°36'58" R=1455.00' L=168.01' CB=S12°01'22"E C=167.92' S73°29 ' 2 5 " W 249.53' N1 1 ° 5 7 ' 0 0 " W 14 1 . 1 3 ' N2 9 ° 1 0 ' 4 9 " W 20 7 . 7 9 ' N60°47'04"E 315.53' ∆=10°33'27" R=1335.00' L=245.99' CB=S13°59'37"E C=245.64' LANDSCAPE AREA LANDSCAPE AREA BLDG IV BLDG III BLDG II BLDG I PROPOSED PHASE 1 MULTIFAMILY PHASE 1 LIMITS (TYP.) PHASE 1 LIMITS (TYP.) PHASE 1 LIMITS (TYP.) PHASE 1 LIMITS (TYP.) PROP. FIRE HYDRANT PROP. FDC 26.0' 26.0' 26 . 0 ' 26.0' PROP. FIRE HYDRANT END OF PROPOSED PHASE 1 PAVEMENT PROP. FIRE HYDRANT PROP. FDC PROP. FDC PROP. FDC 47.1' PROP. FIRE HYDRANT R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0'R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' PROP. 10' DRAINAGE EASEMENT (EROSION CLEAR ZONE) 29 . 6 ' 12.5' 18 . 0 ' 11.5'18 . 0 ' 18.0' 12 . 5 ' EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE LANE PROP. RIGHT TURN LANE 12.0' 50 . 0 ' TA P E R 10 0 . 0 ' R30.0' EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK PROP. SIDEWALK 80.5' 50.0' 50.0' PROP. STRIPING PROP. CARPORT (TYP.) PROP. CARPORT (TYP.) 29 . 5 ' 26 . 0 ' N60°47'04"E 15.52' N29°12'27"W 39.60' RELOCATED FIRE HYDRANT PROP. SIDEWALK S60°47'33"W 224.43' PROP. 26' MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT PROP. 26' MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT EX. STORM INLET PROP. 26' MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT PROPOSED PHASE 2 RETAIL 5,000-15,000 SF S28°58'40"E 64.28' S60°47'04"W695.66' 62.3' 157.4' 26 . 0 ' 26.0' 26 . 0 ' R26.0' R26.0' 32 7 . 8 ' R31.1' R150.0' 26 . 7 ' 2 4 . 0 ' 23 . 6 ' AMENITY AREA R50.0' EX. FIRE LANE PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT EX. FIRE HYDRANT 26.0'24.0' R30.0' R30.0' PROP. FIRE HYDRANT PROP. FDC PROP. FDC POOL & COURTYARD AMENITY PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM R26.0'R26.0' R26.0' R26.0' 26 . 0 ' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T JA F © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . PH O N E : 2 1 4 - 4 2 0 - 5 6 0 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 22 5 E J O H N W . C A R P E N T E R F R E E W A Y , S U I T E 1 1 0 0 IR V I N G , T X 7 5 0 6 2 Not for construction purposes or permits. FOR REVIEW ONLY Engineer P.E. No.Date Prepared for Conceptual Review 08/28/2023125676 JOSEPH A. FRACCARO Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . LA S T S A V E D 12 / 6 / 2 0 2 3 9 : 0 8 A M PL O T T E D B Y PA R K , C A D E 12 / 6 / 2 0 2 3 9 : 1 3 A M DW G P A T H K: \ L A C _ D S \ 0 6 4 4 4 6 5 3 7 - J P I M O R N I N G S T A R \ C A D \ E X H I B I T S DW G N A M E SI T E C O N C E P T P L A N - 2 0 2 3 1 1 2 8 _ V 1 . D W G , [ C- 1 0 1 S I T E P L A N ] IM A G E S XR E F S x E x U t i l : x H a t c h : x S t r m : x U t i l : x S u r v : x 2 2 3 4 : x H s c p : x A r c h - S i t e _ V 1 1 OF 1 THIS CONCEPT PLAN IS FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENT REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. S PROPERTY LINE PHASE 1 LIMITS EXISTING CONTOUR EXISTING SS MANHOLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING LIGHT POLE PROPOSED SIDEWALK PROPOSED FIRE LANE PHASE 1 BUILDING PHASE 2 BUILDING CONCEPT PLAN MORNINGSTAR PDA23-0006 ±14.95 ACRES (PHASES 1 & 2) ±9.23 ACRES (PHASE 1) ±5.72 ACRES (PHASE 2) B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174 CITY OF THE COLONY, DENTON COUNTY, TEXAS ENGINEER/SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC 225 E JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE:214-420-5600 CONTACT: JOE FRACCARO, P.E. DEVELOPER: JPI REAL ESTATE ACQUISTION, LLC 600 E. LAS COLINAS BLVD, SUITE 1800 IRVING, TEXAS, 75039 PHONE: 972-373-3945 CONTACT: BRYAN GRANT SITE DATA TABLE LOT SIZE (PHASES 1 & 2)14.95 ACRES (651,294 SF) LAND USE MULTIFAMILY & RETAIL EXISTING ZONING ORDINANCE NO. 2017-2269 MINIMUM REQUIRED PARKING 1.4/UNIT MAX UNIT COUNT (PHASE 1 - 9.23 ACRES)360 MAX UNIT COUNT (PHASE 2 - 5.72 ACRES)350 MAX BUILDING HEIGHT (PHASE 1)4-STORIES MAX BUILDING HEIGHT (PHASE 2)5-STORIES VICINITY MAP (N.T.S.) CO N C E P T PL A N 1 LEGEND N O R T H CI T Y O F T H E C O L O N Y , T E X A S MO R N I N G S T A R PR E P A R E D F O R JP I 06 4 4 4 6 5 3 7 12 / 0 6 / 2 0 2 3 GS P CC P 610 NOTE PHASE 2 RETAIL (5,000 TO 15,000 SF) TO BE STAND ALONE BUILDING. 96 JPI - MORNINGSTAR Landscape Plan - Concept 1 December 6, 2023 THE COLONY, TEXAS NORTH 0’ Scale: 1”= 50’-0” 50’100’ SO U T H C O L O N Y B L V D Proposed Proposed Phase 2 Phase 2 RetailRetail MO R N I N G S T A R D R I V E Building IBuilding I Building IIBuilding II Buildin g I I I Buildin g I I I Bu i l d i n g I V Bu i l d i n g I V Pool and Amenity Space Retail Buffer Adjacency Retail Buffer Adjacency Dog Park 5’ Landscape Buffer Leasing, Amenity, & Clubhouse Existing Senior Living Existing Daycare Existing Retail Existing Retail Existing Retail Proposed carport (typ.) 20’ Landscape Buffer Proposed Proposed Phase 2 Phase 2 MultifamilyMultifamily 20’ Landscape Buffer 20’ Landscape Buffer 5’ Landscape Buffer 5’ Landscape Buffer 97 JPI - MORNINGSTAR Open Space Plan - Concept 1 THE COLONY, TEXAS NORTH 0’ Scale: 1”= 50’-0” 50’100’ December 6, 2023 SO U T H C O L O N Y B L V D MO R N I N G S T A R D R I V E Building IBuilding I Building IIBuilding II Buildin g I I I Buildin g I I I Bu i l d i n g I V Bu i l d i n g I V Dog Park - Minimum 2,000 S.F. Pool Area - Minimum 10,000 S.F. Clubhouse Minimum 7,500 S.F. Ref. Architecture Legend: Open Space - Minimum 4% of Project Area shall be provided Proposed Proposed Phase 2 Phase 2 RetailRetail Proposed Proposed Phase 2 Phase 2 MultifamilyMultifamily 98 VANNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING VAN NO PARKING SS SS SS SS SS SS SS GG U T U E E E E E NO R T H JPI - MORNINGSTAR Buffer Sections - Concept 1 THE COLONY, TEXAS 0’ Scale: 1”= 5’-0” 5’10’ PR O P E R T Y L I N E 5' LANDSCAPE BUFFER EXISTING METAL FENCE BY OTHERS EXISTING TREE PHASE I DRIVE AISLE THE COLONY SENIOR COMMUNITY SUBJECT SITE ORNAMENTAL TREE REQUIRED EVERY 40 L.F. OF ADJACENCY GG S E D U S S D S D S SGTGT S W W S E E D D DE D E E T D D E E E E W U E D SS D S D E E E D E D E W E D S D E S E W E S S CONCRETE SIDEWAL K CONCRETE SIDEWALK CONCRETE SIDEWALK CONCR ETE S I DEW A L K CONC RETE S I DEW ALK CON CR ETE S ID E W A LK CO N C R E T E S I D E W A L K E CO N CRETE SIDE W A L K T T T BM # 1 0 1 BM # 1 0 2 10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT 15' W A T E R L I NE EASE M E N T DOC . N O. 2 0 1 4 - 6 5 9 4 5 O.R. D . C . T . 10' LANDSCAPE BUFFEROF CANOPY TREES,ORNAMENTAL TREES, &6' HT. SCREENING FENCE PROPOSED CANOPY TREE (TYP.) E KEY MAP N.T.S EXISTING WOOD FENCE BY OTHERS PR O P E R T Y L I N E PHASE II - PROPOSED BUILDING FIRELANE FL FL FL FL FL FL 5' LANDSCAPE BUFFER ORNAMENTAL TREE REQUIRED EVERY 40 L.F. OF ADJACENCY +/- 43' SUBJECT SITE Buffer Section 3Buffer Section 3Buffer Section 2Buffer Section 2 Buffer Section 1Buffer Section 1 PR O P E R T Y L I N E 5' LANDSCAPE BUFFER PHASE I DRIVE AISLE ORNAMENTAL TREE REQUIRED EVERY 40 L.F. OF ADJACENCY EXISTING DAYCARE SUBJECT SITE GG D S SGTGT W W S E E E E E E D SS D W CONCRET E SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE S ID EW ALK CO N CR E T E S I DEW ALK T T BM # 1 0 1 BM #102 10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT 15' WAT E R L I N E EAS E M E N T DO C . NO . 2014 - 6 5 945 O.R.D.C . T . 10' LANDSCAPE BUFFEROF CANOPY TREES,ORNAMENTAL TREES, &6' HT. SCREENING FENCE PROPOSED CANOPY TREE (TYP.) KEY MAP N.T.S Scale: 1”= 5’-0” Scale: 1”= 5’-0” Scale: 1”= 5’-0” 44 33 22 1 1 55 KEY MAP NTS December 6, 2023 99 PR O P E R T Y L I N E PHASE II - PROPOSED RETAIL PROPOSED CANOPY TREES 20' LANDSCAPE BUFFER UTILITY EASEMENT SOUTH COLONY BOULEVARD SUBJECT SITE PROPOSED 8' CONCRETE SIDEWALK PARKING & DRIVE AISLE +/- 90' JPI - MORNINGSTAR Buffer Sections - Concept 1 THE COLONY, TEXAS 0’ Scale: 1”= 5’-0” 5’10’ PHASE I - PROPOSED BUILDING III PR O P E R T Y L I N E PROPOSED CANOPY TREES 20' LANDSCAPE BUFFER MORNING STAR DRIVE EXISTING 5' CONCRETE SIDEWALK SUBJECT SITE +/- 26' Buffer Section 5Buffer Section 5 Buffer Section 4Buffer Section 4 Scale: 1”= 5’-0” Scale: 1”= 5’-0” December 6, 2023 VANNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING VAN NO PARKING SS SS SS SS SS SS SS GG U T U E E E E E NO R T H 44 33 22 1 1 55 KEY MAP NTS 100 VANNO PARKING NO PARKIN G NO PARKING NO PARKI N G NO P A R K I N G NO P A R K I N G NO PARKI N G VA N NO P A R K I N G NO PARKING U U GG S E U S S D S D S SG T G T S W W S E E D D E D E E T D D E E E E W U E SS S D D D W E S D UE S U E W UU E U S S X X X X X X X X X X X X X XX X X X X X X X X X X X X XXXXXXXX X E T T T SSS S S S S SSS S S S S TRACT 1 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. THE COLONY SENIOR COMMUNITY, L.P. DOC. NO. 2008-135803 O.R.D.C.T. LOT 3, BLOCK A TRIANGLE 121 ADDITION DOC. NO. 2009-59 P.R.D.C.T. TRACT 2 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. LOT 1, BLOCK A LEGACY DAY SCHOOL ADDITION DOC. NO. 2010-76 P.R.D.C.T. LEGACY DAY SCHOOL, LLC DOC. NO. 2010-1605 O.R.D.C.T. TMGN 1, LTD DOC. NO. 2022-67012 O.R.D.C.T. LOT 1, BLOCK A VILLAGE AT 121 ADDITION DOC. NO. 2014-276 P.R.D.C.T. TRACT 1 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. LOT 5, BLOCK A VILLAGE AT 121 ADDITION DOC. NO. 2014-277 P.R.D.C.T. TMGN 2, LTD DOC. NO. 2022-67011 O.R.D.C.T. LOT 1, BLOCK A UNIVERSAL METRO HOLDINGS, INC/121 CAB. S, PG. 146 P.R.D.C.T. VARIABLE WIDTH UTILITY & MUTUAL ACCESS EASEMENT DOC. NO. 2009-15893 D.R.D.C.T.(ABANDONED) 15' UTILITY & DRAINAGE EASEMENT DOC. NO. 2009-15892 D.R.D.C.T. 10' UTILITY & DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. 15' WATERLINE EASEMENT DOC. NO. 2014-65945 O.R.D.C.T.(TO BE ABANDONED) "TRACT 1" MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT DOC. NO. 2015-48655 O.R.D.C.T. 15' MUTUAL ACCESS EASEMENT DOC. NO. 2009-15361 D.R.D.C.T. 15' MUTUAL ACCESS, UTILITY, & DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. UTILITY EASEMENT DOC. NO. 2009-117212 O.R.D.C.T. MUTUAL ACCESS, UTILITY, & DRAINAGE EASEMENT DOC. NO. 2014-65944 O.R.D.C.T. COSERV GAS LINE EASEMENT DOC. NO. 2015-69544 O.R.D.C.T. ACCESS EASEMENT DOC. NO. 2009-15360 DOC. NO. 2009-15895 O.P.R.D.C.T. ABANDONED BY INST. NO. 20230313000205 O.P.R.D.C.T. MUTUAL ACCESS EASEMENT DOC. NO. 2009-59 O.R.D.C.T. PORTION OF TRACT 1 TMGN 121, LLC DOC. NO. 2015-10036 O.R.D.C.T. MUTUAL ACCESS EASEMENT DOC. NO. 2009-117213 O.R.D.C.T. MUTUAL ACCESS, MUTUAL, UTILITY, & DRAINAGE EASEMENT DOC. NO. 2014-24802 O.R.D.C.T. ACCESS EASEMENT INST. NO. 2014-45443 O.P.R.D.C.T. "TRACT 2" MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT DOC. NO. 2015-48655 O.R.D.C.T. 37.5' DRAINAGE EASEMENT VOL. 5062, PG. 302 D.R.D.C.T. LOT 1, BLOCK A SONOMA GRANDE AT THE LEGENDS CAB. W, PG. 973 O.R.D.C.T. LOT 1, BLOCK A ESTANCIA ADDITION CAB. V, PG. 164 O.R.D.C.T. DRAINAGE EASEMENT DOC. NO. 2010-76 O.R.D.C.T. 37.5' DRAINAGE EASEMENT VOL. 5062, PG. 302 R.P.R.D.C.T. VARIABLE WIDTH DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. 15' X 15' DRAINAGE EASEMENT DOC. NO. 2009-117211 O.R.D.C.T. 24' ACCESS & UTILITY EASEMENT DOC. NO. 2010-76 O.R.D.C.T. 25' DRAINAGE EASEMENT DOC. NO. 2009-59 O.R.D.C.T. 15' DRAINAGE EASEMENT DOC. NO. 2010-76 O.R.D.C.T. DRAINAGE EASEMENT DOC. NO. 2014-87259 O.R.D.C.T. 15' UTILITY EASEMENT INST. NO. 2009-117210 O.R.D.C.T. (TO BE ABANDONED) MO R N I N G S T A R D R I V E (1 2 0 ' P U B L I C R . O . W . ) (C A B . Q, P G . 4 ) (M . R . D . C . T . ) 10' TXU ELECTRIC EASEMENT CAB. S, PG. 146 O.P.R.D.C.T. SO U T H C O L O N Y B O U L E V A R D (A V A R I A B L E W I D T H P U B L I C R . O . W . ) (D O C . N O . 2 0 0 6 - 3 8 4 5 7 ) (D O C . N O . 2 0 0 6 - 3 8 4 5 8 ) (C A B . W , P G . 9 7 3 ) 20' LANDSCAPE BUFFER CITY ORDINANCE NO. 99-1149 VOL. 4488, PG. 903 R.P.R.D.C.T. PROPOSED PHASE 2 MULTIFAMILY EXISTING HEADWALL (TYP.) EXISTING HEADWALL (TYP.) 605 605 61 0 6 1 0 610 610 615 6 1 5 6 1 0 6 1 0 61 5 6 1 5 61 5 61 5 61 5 615 61 5 6 1 0 610 6 1 5 61 5 6 1 5 615 615 6 1 5 PROP. TUCK UNDER GARAGE (TYP.) PROP. TRASH COMPACTOR WITH SCREENING PROP. TANDEM SPACES (TYP.) 20' BUFFER 20' BUFFER EXISTING SENIOR LIVING EXISTING DAY CARE EXISTING RETAIL EXISTING RETAIL EXISTING RETAIL EX. CONCRETE DRIVE 5' BUFFER 5' BUFFER EX. LEFT TURN LANE EXISTING CONCRETE EX I S T I N G C O N C R E T E 5' BUFFER N29°10'49"W 325.00' R =2 1 5 .0 0 ' ∆=1 5 °2 2 '1 9 "L =5 7 .6 8 ' C B =S 3 2 °0 6 '0 8 "W C =5 7 .5 1 ' R =1 0 0 .0 0 ' ∆=3 6 °2 9 '5 4 "L =6 3 .7 0 ' C B =S 4 2 °3 2 '3 3 "W C =6 2 .6 3 ' S60°47'33"W105.39' N60°44'25"E 4.88' ∆=1°25'27" R=4084.80' L=101.53' CB=S29°58'34"E C=101.53' N60°47'33"E 349.75' S2 9 ° 1 0 ' 4 9 " E 24 5 . 0 1 ' N60°49'11"E 194.70' N73°29 ' 2 5 " E 403.36' R=1455.00' ∆=6°12'26" L=157.63' CB=S19°36'57"E C=157.55' S60°48'50"W356.80'N2 9 ° 1 2 ' 2 7 " W 34 . 9 1 ' S60°47'33"W 422.32' N29°12'27"W 76.34' N2 9 ° 1 2 ' 2 7 " W 33 8 . 1 2 ' 20' BUFFER POOL & COURTYARD AMENITY 6 1 5 ∆=6°36'58" R=1455.00' L=168.01' CB=S12°01'22"E C=167.92' S73°29 ' 2 5 " W 249.53' N1 1 ° 5 7 ' 0 0 " W 14 1 . 1 3 ' N2 9 ° 1 0 ' 4 9 " W 20 7 . 7 9 ' N60°47'04"E 315.53' ∆=10°33'27" R=1335.00' L=245.99' CB=S13°59'37"E C=245.64' COURTYARD AMENITY LANDSCAPE AREA LANDSCAPE AREA BLDG IV BLDG III BLDG II BLDG I PROPOSED PHASE 1 MULTIFAMILY PHASE 1 LIMITS (TYP.) PHASE 1 LIMITS (TYP.) PHASE 1 LIMITS (TYP.) PHASE 1 LIMITS (TYP.) PROP. FIRE HYDRANT PROP. FDC 26.0' 26 . 0 ' 26.0' END OF PROPOSED PHASE 1 PAVEMENT PROP. FIRE HYDRANT PROP. FDC PROP. FDC PROP. FDC 47.1' PROP. FIRE HYDRANT R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0' R26.0'R26.0' R26.0' R26.0' R26.0' PROP. 10' DRAINAGE EASEMENT (EROSION CLEAR ZONE) 29 . 6 ' 12.5' 18 . 0 ' 11.5'18 . 0 ' 18.0' 12 . 5 ' EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE LANE PROP. RIGHT TURN LANE 12.0' 50 . 0 ' TA P E R 10 0 . 0 ' R30.0' EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK PROP. SIDEWALK 80.5' 50.0' 50.0' PROP. STRIPING PROP. CARPORT (TYP.) PROP. CARPORT (TYP.) 29 . 5 ' 26 . 0 ' N60°47'28"E 91.97' N29°12'27"W 39.60' RELOCATED FIRE HYDRANT PROP. SIDEWALK S60°47'33"W 224.43' PROP. 26' MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT PROP. 26' MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT EX. STORM INLET PROP. 26' MUTUAL ACCESS, UTILITY, AND DRAINAGE EASEMENT PROPOSED PHASE 2 RETAIL 5,000-15,000 SF S28°58'40"E 64.28' S60°47'04"W695.66' 65.6' 154.3' 26 . 0 ' 26.0' 26 . 0 ' R26.0' R26.0' 32 7 . 8 ' R31.1' R150.0' 26 . 7 ' 2 4 . 0 ' 23 . 6 ' AMENITY AREA R50.0' EX. FIRE LANE PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT EX. FIRE HYDRANT POOL & COURTYARD AMENITY PROP. FDCPROP. FDC PROP. FIRE RISER ROOMPROP. FIRE RISER ROOM PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM PROP. FIRE RISER ROOM 26.0' PROP. FIRE HYDRANT R26.0' R26.0' R30.0' R30.0' R26.0'R26.0' R26.0' R26.0' 26 . 0 ' PROP. FIRE HYDRANT R26.0' R26.0' R26.0' 26.0' BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T JA F © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . PH O N E : 2 1 4 - 4 2 0 - 5 6 0 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 22 5 E J O H N W . C A R P E N T E R F R E E W A Y , S U I T E 1 1 0 0 IR V I N G , T X 7 5 0 6 2 Not for construction purposes or permits. FOR REVIEW ONLY Engineer P.E. No.Date Prepared for Conceptual Review 08/28/2023125676 JOSEPH A. FRACCARO Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . LA S T S A V E D 12 / 6 / 2 0 2 3 9 : 2 7 A M PL O T T E D B Y PA R K , C A D E 12 / 6 / 2 0 2 3 9 : 2 8 A M DW G P A T H K: \ L A C _ D S \ 0 6 4 4 4 6 5 3 7 - J P I M O R N I N G S T A R \ C A D \ E X H I B I T S DW G N A M E SI T E C O N C E P T P L A N - 2 0 2 3 1 1 2 7 . D W G , [ C- 1 0 1 S I T E P L A N ] IM A G E S XR E F S x E x U t i l : x H a t c h : x A r c h - S i t e : x S t r m : x U t i l : x S u r v : x 2 2 3 4 : x H s c p : x U t i l _ V 2 1 OF 1 THIS CONCEPT PLAN IS FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENT REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. S PROPERTY LINE PHASE 1 LIMITS EXISTING CONTOUR EXISTING SS MANHOLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING LIGHT POLE PROPOSED SIDEWALK PROPOSED FIRE LANE PHASE 1 BUILDING PHASE 2 BUILDING CONCEPT PLAN MORNINGSTAR PDA23-0006 ±14.95 ACRES (PHASES 1 & 2) ±9.16 ACRES (PHASE 1) ±5.79 ACRES (PHASE 2) B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174 CITY OF THE COLONY, DENTON COUNTY, TEXAS ENGINEER/SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC 225 E JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE:214-420-5600 CONTACT: JOE FRACCARO, P.E. DEVELOPER: JPI REAL ESTATE ACQUISTION, LLC 600 E. LAS COLINAS BLVD, SUITE 1800 IRVING, TEXAS, 75039 PHONE: 972-373-3945 CONTACT: BRYAN GRANT SITE DATA TABLE LOT SIZE (PHASES 1 & 2)14.95 ACRES (651,294 SF) LAND USE MULTIFAMILY & RETAIL EXISTING ZONING ORDINANCE NO. 2017-2269 MINIMUM REQUIRED PARKING 1.4/UNIT MAX UNIT COUNT (PHASE 1 - 9.16 ACRES)360 MAX UNIT COUNT (PHASE 2 - 5.79 ACRES)350 MAX BUILDING HEIGHT (PHASE 1)4-STORIES MAX BUILDING HEIGHT (PHASE 2)5-STORIES VICINITY MAP (N.T.S.) CO N C E P T PL A N 2 LEGEND N O R T H CI T Y O F T H E C O L O N Y , T E X A S MO R N I N G S T A R PR E P A R E D F O R JP I 06 4 4 4 6 5 3 7 12 / 0 6 / 2 0 2 3 GS P CC P 610 NOTE PHASE 2 RETAIL (5,000 TO 15,000 SF) TO BE TUCKED UNDER PHASE 2 MULTIFAMILY BUILDING. 101 JPI - MORNINGSTAR Landscape Plan - Concept 2 December 6, 2023 THE COLONY, TEXAS NORTH 0’ Scale: 1”= 50’-0” 50’100’ SO U T H C O L O N Y B L V D Proposed Proposed Phase 2 Phase 2 RetailRetail MO R N I N G S T A R D R I V E Building IBuilding I Building IIBuilding II Buildin g I I I Buildin g I I I Bu i l d i n g I V Bu i l d i n g I V Pool and Amenity Space Retail Buffer Adjacency Retail Buffer Adjacency Dog Park 5’ Landscape Buffer Leasing, Amenity, & Clubhouse Existing Senior Living Existing Daycare Existing Retail Existing Retail Existing Retail Proposed carport (typ.) 20’ Landscape Buffer Proposed Proposed Phase 2 Phase 2 MultifamilyMultifamily 20’ Landscape Buffer 20’ Landscape Buffer 5’ Landscape Buffer 5’ Landscape Buffer 102 JPI - MORNINGSTAR Open Space Plan - Concept 2 THE COLONY, TEXAS NORTH 0’ Scale: 1”= 50’-0” 50’100’ December 6, 2023 SO U T H C O L O N Y B L V D MO R N I N G S T A R D R I V E Building IBuilding I Building IIBuilding II Buildin g I I I Buildin g I I I Bu i l d i n g I V Bu i l d i n g I V Dog Park - Minimum 2,000 S.F. Pool Area - Minimum 10,000 S.F. Clubhouse Minimum 7,500 S.F. Ref. Architecture Legend: Open Space - Minimum 4% of Project Area shall be provided Proposed Proposed Phase 2 Phase 2 RetailRetail Proposed Proposed Phase 2 Phase 2 MultifamilyMultifamily 103 JPI - MORNINGSTAR Buffer Sections - Concept 2 THE COLONY, TEXAS PR O P E R T Y L I N E 5' LANDSCAPE BUFFER EXISTING METAL FENCE BY OTHERS EXISTING TREE PHASE I DRIVE AISLE THE COLONY SENIOR COMMUNITY SUBJECT SITE ORNAMENTAL TREE REQUIRED EVERY 40 L.F. OF ADJACENCY GG S E D U S S D S D S SGTGT S W W S E E D D DE D E E T D D E E E E W U E D SS D S D E E E D E D E W E D S D E S E W E S S CONCRETE SIDEWAL K CONCRETE SIDEWALK CONCRETE SIDEWALK CONCR ETE S I DEW A L K CONC RETE S I DEW ALK CON CR ETE S ID E W A LK CO N C R E T E S I D E W A L K E CO N CRETE SIDE W A L K T T T BM # 1 0 1 BM # 1 0 2 10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT 15' W A T E R L I NE EASE M E N T DOC . N O. 2 0 1 4 - 6 5 9 4 5 O.R. D . C . T . 10' LANDSCAPE BUFFEROF CANOPY TREES,ORNAMENTAL TREES, &6' HT. SCREENING FENCE PROPOSED CANOPY TREE (TYP.) E KEY MAP N.T.S EXISTING WOOD FENCE BY OTHERS PR O P E R T Y L I N E PHASE II - PROPOSED BUILDING FIRELANE FL FL FL FL FL FL 5' LANDSCAPE BUFFER ORNAMENTAL TREE REQUIRED EVERY 40 L.F. OF ADJACENCY +/- 43' SUBJECT SITE 0’ Scale: 1”= 5’-0” 5’10’ Buffer Section 3Buffer Section 3Buffer Section 2Buffer Section 2 Buffer Section 1Buffer Section 1 PR O P E R T Y L I N E 5' LANDSCAPE BUFFER PHASE I DRIVE AISLE ORNAMENTAL TREE REQUIRED EVERY 40 L.F. OF ADJACENCY EXISTING DAYCARE SUBJECT SITE GG D S SGTGT W W S E E E E E E D SS D W CONCRET E SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE S ID EW ALK CO N CR E T E S I DEW ALK T T BM # 1 0 1 BM #102 10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT10' TXU ELECTRIC EASEMENT 15' WAT E R L I N E EAS E M E N T DO C . NO . 2014 - 6 5 945 O.R.D.C . T . 10' LANDSCAPE BUFFEROF CANOPY TREES,ORNAMENTAL TREES, &6' HT. SCREENING FENCE PROPOSED CANOPY TREE (TYP.) KEY MAP N.T.S Scale: 1”= 5’-0” Scale: 1”= 5’-0” Scale: 1”= 5’-0” GG U T U E E E E E VANNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PARKING NO R T H 44 33 22 1 1 55 KEY MAP NTS December 6, 2023 104 PR O P E R T Y L I N E PHASE II - PROPOSED BLDG PROPOSED CANOPY TREES EVERY 40 L.F. OF ADJACENCY 20' LANDSCAPE BUFFER UTILITY EASEMENT SOUTH COLONY BOULEVARD SUBJECT SITE PROPOSED 8' CONCRETE SIDEWALK PARKING & DRIVE AISLE +/- 100' JPI - MORNINGSTAR Buffer Sections - Concept 2 THE COLONY, TEXAS PHASE I - PROPOSED BUILDING III PR O P E R T Y L I N E PROPOSED CANOPY TREES 20' LANDSCAPE BUFFER MORNING STAR DRIVE EXISTING 5' CONCRETE SIDEWALK SUBJECT SITE +/- 26' 0’ Scale: 1”= 5’-0” 5’10’ Buffer Section 5Buffer Section 5 Buffer Section 4Buffer Section 4 Scale: 1”= 5’-0” Scale: 1”= 5’-0” December 6, 2023 GG U T U E E E E E VANNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PARKING NO R T H 44 33 22 1 1 55 KEY MAP NTS 105 LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 58 ' - 0 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 58 ' - 3 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 58 ' - 0 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 58 ' - 0 1 / 2 " MATERIAL TAG MANUFACTURER COLOR FINISH / TYPE LOCATION & NOTES BRICK AND STONE BK-01 ACME TAN VELOUR CUT FIBER CEMENT FC-01 JAMES HARDIE WHITE PANEL, SMOOTH FINISH FC-02 JAMES HARDIE - WOODTONE CASCADE SLATE LAP SIDING FC-03 JAMES HARDIE DARK GRAY PANEL, SMOOTH FINISH TRIM @ BALCONY/ROOF FASCIAS FC-04 JAMES HARDIE - WOODTONE BROWN LAP SIDING ARCHITECTURAL METAL FINISH MT-01 PAINTED MISC. METAL CHARCOAL MATTE FINISH CANOPIES, RAILINGS, MISC TRIM DOOR AND WINDOW FRAMES WN-01 TBD CLAY VINYL WINDOW DR-01 TBD CLAY FIBERGLASS PATIO DOOR DR-02 TBD CLAY OVERHEAD GARAGE DOOR SF-01 TBD DARK BRONZE STOREFRONT SYSTEM ROOF RF-01 TBD DARK GRAY ARCHITECTURAL SHINGLES SLOPED ROOF LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 57 ' - 4 1 / 2 " 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " BRICK - BK-01 FIBER CEMENT - PANEL - FC-01 FIBER CEMENT - LAP SIDING - FC-02 FIBER CEMENT - PANEL - FC-03 FIBER CEMENT - LAP SIDING - FC-04 PAINTED METAL - MT-01 04 20 00.FB 07 46 46.SPR 07 46 46.SHL 07 46 46.SPR 07 46 46.SHL FIBER CEMENT - TRIM - FT-01 07 46 46.T 4 3 2 1 SH E E T T I T L E JO B N A M E LO C A T I O N KEY PLAN PROJECT NORTH SEAL ISSUE DATE JOB. NO. DWG. NO. REVISION: NO T F O R C O N S T R U C T I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MATERIAL KEYNOTES GENERAL NOTES © 2023 Lord Aeck Sargent Planning & Design, Inc. LordAeckSargent.com Au t o d e s k D o c s : / / 1 1 8 3 6 - 0 5 J P I M o r n i n g s t a r / 1 1 8 3 6 - 0 5 _ C en t r a l _ v 2 3 . r v t 9/ 1 2 / 2 0 2 3 1 2 : 1 0 : 3 0 P M Th e C o l o n y , T X EX T E R I O R E L E V A T I O N S - BU I L D I N G 1 JE F F E R S O N M O R N I N G S T A R P H 1 07/24/2023 11836-05 A201 JP I C o m p a n i e s 04 20 00.FB FACE BRICK 07 46 46.SHL FIBER CEMENT HORIZONTAL LAP SIDING 07 46 46.SPR FIBER CEMENT SIDING PANEL, REVEAL 07 46 46.T TRIM 0 1/16" = 1'-0"16'8'32'H1 BLDG 1 -NORTH ELEVATION 0 1/16" = 1'-0"16'8' 32' E1 BLDG 1 -EAST ELEVATION 0 1/16" = 1'-0"16'8' 32' H6 BLDG 1 -SOUTH ELEVATION 0 1/16" = 1'-0"16'8' 32' B1 BLDG 1 -WEST ELEVATION MATERIAL SCHEDULE B1 E1 H1 H8 0 1/16" = 1'-0"16'8' 32' H12 BLDG 1 -NORTH ELEVATION MATERIAL LEGEND 106 LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 57 ' - 3 3 / 4 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 57 ' - 3 3 / 4 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 57 ' - 3 3 / 4 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 57 ' - 7 3 / 4 " 3'-1 1/2" 3'-1 1/2" 3'-3" MATERIAL TAG MANUFACTURER COLOR FINISH / TYPE LOCATION & NOTES BRICK AND STONE BK-01 ACME TAN VELOUR CUT FIBER CEMENT FC-01 JAMES HARDIE WHITE PANEL, SMOOTH FINISH FC-02 JAMES HARDIE - WOODTONE CASCADE SLATE LAP SIDING FC-03 JAMES HARDIE DARK GRAY PANEL, SMOOTH FINISH TRIM @ BALCONY/ROOF FASCIAS FC-04 JAMES HARDIE - WOODTONE BROWN LAP SIDING ARCHITECTURAL METAL FINISH MT-01 PAINTED MISC. METAL CHARCOAL MATTE FINISH CANOPIES, RAILINGS, MISC TRIM DOOR AND WINDOW FRAMES WN-01 TBD CLAY VINYL WINDOW DR-01 TBD CLAY FIBERGLASS PATIO DOOR DR-02 TBD CLAY OVERHEAD GARAGE DOOR SF-01 TBD DARK BRONZE STOREFRONT SYSTEM ROOF RF-01 TBD DARK GRAY ARCHITECTURAL SHINGLES SLOPED ROOF BRICK - BK-01 FIBER CEMENT - PANEL - FC-01 FIBER CEMENT - LAP SIDING - FC-02 FIBER CEMENT - PANEL - FC-03 FIBER CEMENT - LAP SIDING - FC-04 PAINTED METAL - MT-01 04 20 00.FB 07 46 46.SPR 07 46 46.SHL 07 46 46.SPR 07 46 46.SHL FIBER CEMENT - TRIM - FT-01 07 46 46.T 4 3 2 1 SH E E T T I T L E JO B N A M E LO C A T I O N KEY PLAN PROJECT NORTH SEAL ISSUE DATE JOB. NO. DWG. NO. REVISION: NO T F O R C O N S T R U C T I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 GENERAL NOTES SHEET SPECIFIC NOTES © 2023 Lord Aeck Sargent Planning & Design, Inc. LordAeckSargent.com Au t o d e s k D o c s : / / 1 1 8 3 6 - 0 5 J P I M o r n i n g s t a r / 1 1 8 3 6 - 0 5 _ C en t r a l _ v 2 3 . r v t 9/ 1 2 / 2 0 2 3 1 2 : 1 0 : 3 8 P M Th e C o l o n y , T X EX T E R I O R E L E V A T I O N S - BU I L D I N G 2 JE F F E R S O N M O R N I N G S T A R P H 1 07/24/2023 11836-05 A202 JP I C o m p a n i e s 0 1/16" = 1'-0"16'8' 32' E1 BLDG 2 -NORTH ELEVATION 0 1/16" = 1'-0"16'8' 32' H1 BLDG 2 -EAST ELEVATION 0 1/16" = 1'-0"16'8' 32' B1 BLDG 2 -SOUTH ELEVATION 0 1/16" = 1'-0"16'8' 32' H7 BLDG 2 -WEST ELEVATION MATERIAL SCHEDULE B1 E1 H1 H8 MATERIAL LEGEND 107 LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 11 ' - 9 " 1 1 ' - 8 " 1 1 ' - 8 " 1 0 ' - 0 3 / 4 " 58 ' - 0 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 58 ' - 0 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 58 ' - 0 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 57 ' - 1 0 1 / 2 " MATERIAL TAG MANUFACTURER COLOR FINISH / TYPE LOCATION & NOTES BRICK AND STONE BK-01 ACME TAN VELOUR CUT FIBER CEMENT FC-01 JAMES HARDIE WHITE PANEL, SMOOTH FINISH FC-02 JAMES HARDIE - WOODTONE CASCADE SLATE LAP SIDING FC-03 JAMES HARDIE DARK GRAY PANEL, SMOOTH FINISH TRIM @ BALCONY/ROOF FASCIAS FC-04 JAMES HARDIE - WOODTONE BROWN LAP SIDING ARCHITECTURAL METAL FINISH MT-01 PAINTED MISC. METAL CHARCOAL MATTE FINISH CANOPIES, RAILINGS, MISC TRIM DOOR AND WINDOW FRAMES WN-01 TBD CLAY VINYL WINDOW DR-01 TBD CLAY FIBERGLASS PATIO DOOR DR-02 TBD CLAY OVERHEAD GARAGE DOOR SF-01 TBD DARK BRONZE STOREFRONT SYSTEM ROOF RF-01 TBD DARK GRAY ARCHITECTURAL SHINGLES SLOPED ROOF BRICK - BK-01 FIBER CEMENT - PANEL - FC-01 FIBER CEMENT - LAP SIDING - FC-02 FIBER CEMENT - PANEL - FC-03 FIBER CEMENT - LAP SIDING - FC-04 PAINTED METAL - MT-01 04 20 00.FB 07 46 46.SPR 07 46 46.SHL 07 46 46.SPR 07 46 46.SHL FIBER CEMENT - TRIM - FT-01 07 46 46.T 4 3 2 1 SH E E T T I T L E JO B N A M E LO C A T I O N KEY PLAN PROJECT NORTH SEAL ISSUE DATE JOB. NO. DWG. NO. REVISION: NO T F O R C O N S T R U C T I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 GENERAL NOTES SHEET SPECIFIC NOTES © 2023 Lord Aeck Sargent Planning & Design, Inc. LordAeckSargent.com Au t o d e s k D o c s : / / 1 1 8 3 6 - 0 5 J P I M o r n i n g s t a r / 1 1 8 3 6 - 0 5 _ C en t r a l _ v 2 3 . r v t 9/ 1 2 / 2 0 2 3 1 2 : 1 0 : 4 4 P M Th e C o l o n y , T X EX T E R I O R E L E V A T I O N S - BU I L D I N G 3 JE F F E R S O N M O R N I N G S T A R P H 1 07/24/2023 11836-05 A203 JP I C o m p a n i e s 0 1/16" = 1'-0"16'8' 32' E5 BLDG 3 -NORTH ELEVATION 0 1/16" = 1'-0"16'8' 32' H5 BLDG 3 -EAST ELEVATION 0 1/16" = 1'-0"16'8' 32' B5 BLDG 3 -SOUTH ELEVATION 0 1/16" = 1'-0"16'8' 32' H11 BLDG 3 -WEST ELEVATION MATERIAL SCHEDULE B5 E5 H5 H11 MATERIAL LEGEND 108 LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 11 ' - 9 " 1 1 ' - 8 " 1 1 ' - 8 " 1 0 ' - 0 3 / 4 " 57 ' - 1 0 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 57 ' - 4 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 58 ' - 0 1 / 2 " 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 57 ' - 4 1 / 2 " 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " MATERIAL TAG MANUFACTURER COLOR FINISH / TYPE LOCATION & NOTES BRICK AND STONE BK-01 ACME TAN VELOUR CUT FIBER CEMENT FC-01 JAMES HARDIE WHITE PANEL, SMOOTH FINISH FC-02 JAMES HARDIE - WOODTONE CASCADE SLATE LAP SIDING FC-03 JAMES HARDIE DARK GRAY PANEL, SMOOTH FINISH TRIM @ BALCONY/ROOF FASCIAS FC-04 JAMES HARDIE - WOODTONE BROWN LAP SIDING ARCHITECTURAL METAL FINISH MT-01 PAINTED MISC. METAL CHARCOAL MATTE FINISH CANOPIES, RAILINGS, MISC TRIM DOOR AND WINDOW FRAMES WN-01 TBD CLAY VINYL WINDOW DR-01 TBD CLAY FIBERGLASS PATIO DOOR DR-02 TBD CLAY OVERHEAD GARAGE DOOR SF-01 TBD DARK BRONZE STOREFRONT SYSTEM ROOF RF-01 TBD DARK GRAY ARCHITECTURAL SHINGLES SLOPED ROOF BRICK - BK-01 FIBER CEMENT - PANEL - FC-01 FIBER CEMENT - LAP SIDING - FC-02 FIBER CEMENT - PANEL - FC-03 FIBER CEMENT - LAP SIDING - FC-04 PAINTED METAL - MT-01 04 20 00.FB 07 46 46.SPR 07 46 46.SHL 07 46 46.SPR 07 46 46.SHL FIBER CEMENT - TRIM - FT-01 07 46 46.T 4 3 2 1 SH E E T T I T L E JO B N A M E LO C A T I O N KEY PLAN PROJECT NORTH SEAL ISSUE DATE JOB. NO. DWG. NO. REVISION: NO T F O R C O N S T R U C T I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MATERIAL KEYNOTES GENERAL NOTES SHEET SPECIFIC NOTES © 2023 Lord Aeck Sargent Planning & Design, Inc. LordAeckSargent.com Au t o d e s k D o c s : / / 1 1 8 3 6 - 0 5 J P I M o r n i n g s t a r / 1 1 8 3 6 - 0 5 _ C en t r a l _ v 2 3 . r v t 9/ 1 2 / 2 0 2 3 1 2 : 1 0 : 5 4 P M Th e C o l o n y , T X EX T E R I O R E L E V A T I O N S - BU I L D I N G 4 JE F F E R S O N M O R N I N G S T A R P H 1 07/24/2023 11836-05 A204 JP I C o m p a n i e s 0 1/16" = 1'-0"16'8' 32' B1 BLDG 4 -NORTH ELEVATION 0 1/16" = 1'-0"16'8' 32' H1 BLDG 4 -EAST ELEVATION 0 1/16" = 1'-0"16'8' 32' E1 BLDG 4 -SOUTH ELEVATION 0 1/16" = 1'-0"16'8' 32' H8 BLDG 4 -WEST ELEVATION MATERIAL SCHEDULE E1 B1 H1 H8 MATERIAL LEGEND 109 MATERIAL TAG MANUFACTURER COLOR FINISH / TYPE LOCATION & NOTES BRICK AND STONE BK-01 ACME TAN VELOUR CUT FIBER CEMENT FC-01 JAMES HARDIE WHITE PANEL, SMOOTH FINISH FC-02 JAMES HARDIE - WOODTONE CASCADE SLATE LAP SIDING FC-03 JAMES HARDIE DARK GRAY PANEL, SMOOTH FINISH TRIM @ BALCONY/ROOF FASCIAS FC-04 JAMES HARDIE - WOODTONE BROWN LAP SIDING ARCHITECTURAL METAL FINISH MT-01 PAINTED MISC. METAL CHARCOAL MATTE FINISH CANOPIES, RAILINGS, MISC TRIM DOOR AND WINDOW FRAMES WN-01 TBD CLAY VINYL WINDOW DR-01 TBD CLAY FIBERGLASS PATIO DOOR DR-02 TBD CLAY OVERHEAD GARAGE DOOR SF-01 TBD DARK BRONZE STOREFRONT SYSTEM ROOF RF-01 TBD DARK GRAY ARCHITECTURAL SHINGLES SLOPED ROOF LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 57 ' - 4 1 / 2 " LEVEL 01 0' - 0" LEVEL 02 11' - 9" LEVEL 03 23' - 5" LEVEL 04 35' - 1" ROOF BEARING 45' - 1 3/4" 10 ' - 0 3 / 4 " 11 ' - 8 " 11 ' - 8 " 11 ' - 9 " 58 ' - 0 1 / 2 " BRICK - BK-01 FIBER CEMENT - PANEL - FC-01 FIBER CEMENT - LAP SIDING - FC-02 FIBER CEMENT - PANEL - FC-03 FIBER CEMENT - LAP SIDING - FC-04 PAINTED METAL - MT-01 04 20 00.FB 07 46 46.SPR 07 46 46.SHL 07 46 46.SPR 07 46 46.SHL FIBER CEMENT - TRIM - FT-01 07 46 46.T 4 3 2 1 SH E E T T I T L E JO B N A M E LO C A T I O N KEY PLAN PROJECT NORTH SEAL ISSUE DATE JOB. NO. DWG. NO. REVISION: NO T F O R C O N S T R U C T I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MATERIAL KEYNOTES GENERAL NOTES SHEET SPECIFIC NOTES © 2023 Lord Aeck Sargent Planning & Design, Inc. LordAeckSargent.com Au t o d e s k D o c s : / / 1 1 8 3 6 - 0 5 J P I M o r n i n g s t a r / 1 1 8 3 6 - 0 5 _ C en t r a l _ v 2 3 . r v t 9/ 1 2 / 2 0 2 3 1 2 : 1 0 : 5 6 P M Th e C o l o n y , T X EX T E R I O R E L E V A T I O N S - BU I L D I N G 4 JE F F E R S O N M O R N I N G S T A R P H 1 07/24/2023 11836-05 A205 JP I C o m p a n i e s MATERIAL SCHEDULE B12B7 0 1/16" = 1'-0"16'8' 32' B12 BLDG 4 -CTYD WEST ELEVATION 0 1/16" = 1'-0"16'8' 32' B7 BLDG 4 -CTYD EAST ELEVATION MATERIAL LEGEND 110 GROUND LEVEL 0' - 0" LEVEL 2 11' - 8" LEVEL 3 23' - 4" LEVEL 4 35' - 0" LEVEL 5 46' - 8" GROUND LEVEL 0' - 0" LEVEL 2 11' - 8" LEVEL 3 23' - 4" LEVEL 4 35' - 0" LEVEL 5 46' - 8" GROUND LEVEL 0' - 0" LEVEL 2 11' - 8" LEVEL 3 23' - 4" LEVEL 4 35' - 0" LEVEL 5 46' - 8" MA X H E I G H T 71 ' - 6 " C1/A1 E1 PHASE 1 PHASE 2 A B C D SH E E T T I T L E SC A L E ( U . N . O . ) JO B N A M E ISSUE DATE TOWN CASE NO. DWG. NO. REVISION: NO T F O R C O N S T R U C T I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2022 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent As i n d i c a t e d K: \ P R O J E C T S \ 1 1 8 3 6 - 0 5 \ B A C K G R O U N D \ M O R N I N G S T A R - O P T I O N 3 . r v t 9/ 1 2 / 2 0 2 3 1 : 0 9 : 0 4 P M PR E L I M I N A R Y F A C A D E P L A N P H A S E 2 MO R N I N G S T A R - 11836-05 FP202 JP I C O M P A N I E S E1 WEST ELEVATION -PHASE 2 20 4 0 0 80 ' KEY PLANMATERIAL LEGENDMATERIAL CALCS OWNER / APPLICANT: ENGINEER / SURVEYOR: PRELIMINARY FACADE PLAN C1 PARTIAL SOUTH ELEVATION -PHASE 2 A1 PARTIAL SOUTH ELEVATION -PHASE 2 20 400 80' 20 400 80' 20 400 80' 111 112 113 114 115 116 CITY OF THE COLONY, TEXAS ORDINANCE NO. 2024-______ (THE JEFFERSON MORNINGSTAR) AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, AMENDING PLANNED DEVELOPMENT 16 (PD-16) TO REFLECT THE CONCEPTUAL LAYOUT AND DEVELOPMENT STANDARDS FOR THE “JEFFERSON MORNINGSTAR,” AN APPROXIMATELY 15,000 SQUARE-FOOT COMMERCIAL AND 710- DWELLING UNIT MIXED-USE DEVELOPMENT CONTAINING APPROXIMATELY 14.95 ACRES; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the property reflected on Exhibit A is currently zoned planned development 16 (PD-16); and WHEREAS, the City Council approved the Planned Development zoning for PD-16 on July 26, 1999 by adopting Ordinance No. 99-1129, and has adopted several subsequent amendments to that Ordinance; and WHEREAS, the applicant has made a request to amend the development standards and development plan as reflected on Exhibit B for the approximately 14.95-acre tract of land described on the attached Exhibit A and known as Jefferson Morningstar; and WHEREAS,Appendix A, Section 24-101(d) of the Code of Ordinances of the City of The Colony, Texas, provides the following: “[a] public hearing shall be held by city council before adopting any proposed amendment, supplement or change. Notice of such hearing shall be given per the publication policy of the city, stating the time and place of such hearing, and shall be published a minimum of 15 days prior to the date of the public hearing;” and WHEREAS,the Planning and Zoning Commission and the City Council of the City of The Colony, Texas, in compliance with the laws of the State of Texas, and the Code of Ordinances of the City of The Colony, Texas, have given the requisite notices by publication and otherwise, and have held due hearings and afforded a full and fair hearing to all property owners generally and to all persons interested, and the City Council of the City of The Colony, Texas, is of the opinion and finds that said changes should be granted, and that the Code of Ordinances should be amended. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS: 117 SECTION 1.That the findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2.That PD-16 is hereby amended for the Property described on Exhibit A of this Ordinance, which is attached hereto and is incorporated herein for all purposes, to change the development standards as shown on Exhibit B and which shall also serve as the Concept plan for the property described on Exhibit A, which exhibits are attached hereto and incorporated herein for all purposes. SECTION 3.That this Planned Development shall be developed and used only in accordance with the Comprehensive Zoning Ordinance and Ordinance No. 99-1129, PD-16, as amended. SECTION 4. That should any sentence, paragraph, subdivision, clause, phrase, or section of this Ordinance be adjudged or held to be unconstitutional, illegal, or invalid, the same shall not affect the validity of this Ordinance as a whole, or any part or provision thereof other than the part so decided to be unconstitutional, illegal, or invalid, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 5.That the Zoning Ordinance of the City of The Colony, Texas, as amended, and all ordinances establishing and amended PD-16, shall remain in full force and effect, save and except as amended by this Ordinance. SECTION 6.That any person, firm, or corporation violating any of the provisions or terms of this Ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the City of The Colony, Texas, as heretofore amended, and upon conviction shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense; and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 7. That this Ordinance shall take effect immediately from and after its passage and the publication of its caption, as the law and charter in such cases provide. DULY PASSED by the City Council of the City of The Colony, Texas, this the ___ day of ____________, 2024. ____________________________________ Richard Boyer, Mayor City of The Colony, Texas ATTEST: ___________________________________ Tina Stewart, TRMC, CMC, City Secretary 118 APPROVED AS TO FORM: ___________________________________ Jeffrey L. Moore, City Attorney 119 Exhibit A [Property Description of 14.95 Acre Tract of Land] 120 Exhibit B [Development Standards] 121 Agenda Item No:5.2 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Isaac Williams Submitting Department: Planning Item Type: Ordinance Agenda Section: Subject: Discuss and consider an ordinance regarding the Site Plan application for “Hidden Cove Marina and Park, Entrance and Parking, Phase I,” expanding parking, beach improvements, entrance way improvements for an approximately 680 acre area known as Hidden Cove Marina, located at 20400 Hackberry Creek Road within Planned Development 21 (PD-21). (Williams) Suggested Action: Please see the attached staff report, drawings, maps and illustrations for detailed land use, site layout and staff recommendations Attachments: Hidden Cove Marina and Park Staff Report cc.doc Hidden Cove Marina and Park - Final Exhibits.pdf Ord. 2024-xxxx Site Plan - Hidden Cove Marina and Park Phase 1.docx 122 1 CITY COUNCIL COMMISSION REPORT AGENDA DATE:February 6, 2024 DEPARTMENT:Planning and Development Department ______________________________________________________________________________ SUBJECT:SP23-0006 – Hidden Cove Marina and Park – Phase 1 – Entrance and Parking Discuss and consider an ordinance regarding the Site Plan application for “Hidden Cove Marina and Park, Entrance and Parking, Phase I,” expanding parking, beach improvements, entrance way improvements for an approximately 680 acre area known as Hidden Cove Marina, located at 20400 Hackberry Creek Road within Planned Development 21 (PD-21). APPLICANT/OWNER Owner: U.S. Army Corps of Engineers Lewisville, TX Lessee: City of The Colony The Colony, TX Operating Lessee: Marine Quest – Hidden Cove, LP Grapevine, Texas Engineer/Surveyor: Baird, Hampton & Brown, Inc. Weatherford, Texas EXISTING CONDITION OF PROPERTY Partially developed marina and park. ADJACENT ZONING AND LAND USE North -Light Commercial (LC) - Undeveloped South -General Retail (GR) and Heavy Commercial (HC) – Rapido Service Station East -General Retail (GR) and Duplex (D) – Duplex Residential and Undeveloped West -Heavy Commercial (HC) – M&M Self Storage PROPOSED DEVELOPMENT The applicant requests to develop 593 parking spaces, forty (40) additional shade shelters, forty (40) additional screen shelters, and entranceway improvements. DEVELOPMENT REVIEW COMMITTEE (DRC) REVIEW The Development Review Committee (DRC) finds that the proposed Site Plan finds that the proposed Site Plan is consistent with the Zoning Ordinance requirements and Planned Development 21 (PD-21). The DRC recommends approval. PRIOR ACTION The City of The Colony’s Planning and Zoning Commission at its meeting on January 9, 2024 approved the request (5-0) regarding SP23-0006 the Site Plan application of “Hidden Cove Marina and Park, Entrance and Park, Phase I.” ATTACHMENTS 1. Staff Analysis 2. Location Map 3. Project Narrative 4. Proposed Development Plans 123 2 ATTACHMENT 1 Land Use Analysis Planned Development 21 (PD-21) was approved on April 17th, 2006, to add development standards to an existing park developed by the Army Corps of Engineers and Texas Parks and Wildlife. Subsequent site plans in 2015 permitted a marina, cabins, bunkhouses, RV site and dry storage improvements to the existing site. More recently, On June 27th, 2023 Hidden Cove Marina and Park underwent a planned development amendment identifying three phases of additional improvements. The Phase I, considered in this site plan, authorized expansions to entranceways, parking, and shelter structures. Pavilion style shelters and enclosed shelters are an expansion of existing uses and were considered in the Planned Development amendment. The considerations of this proposed site plan are consistent with Phase I of the most recent amendments to Hidden Cove Marina and Park Planned Development (PD-21) as adopted. Circulation and Parking The current site provides access exclusively from a gated entry at the terminus of Hackberry Creek Road. Two lanes of entry stacking flow are provided at the park office entrance one lane for passenger cars, and one lane for RV and boats. A total of twelve (12) parking spaces are presently provided to accommodate registration functions. The proposed request provides a five (5) lane flow of entry at the park entrance. Lane 1 is window service for cabin, shelter and tent camping, Lane 2 and Lane 3 are designated for day users, slip and dry storage tenants, annual pass holders and reservation holders with entry card. Lane 4 is dedicated to boat launch customers or dry storage customers; Lane 5 leads to the RV staging area. The new RV staging area will accommodate parked registration of twenty-seven (27) RV vehicles and passenger vehicle registration parking will increase from twelve (12) to twenty-one (21) spaces. Control access gates will be relocated from the park office entrance to the terminus of the entry area. Three new kiosk gates will offer automation and remote assistance from the park office. The overall design retains the turnaround-escape lane. Four (4) new parking areas and expansion of two (2) parking areas will accommodate a consideration of 593 parking spaces within the Phase I expansion. ADA parking is proposed in each new lot serving a building and ADA spaces are located closest to the entrance or function. Landscaping and Buffering All existing and new improvements are buffered beyond a twenty-five (25) foot setback from the Planned Development property line. No proposed parking space is designed to be further than seventy-five (75) feet from a landscape island or area. Additional planted buffers are proposed where new parking is adjacent to an existing residential development. New plantings will be irrigated to TCEQ standards, tree mitigation is subject review by the Army Corp or Engineers. Building Elevations The elevation plan reflect the proposed aesthetic of restroom facilities, screened shelters and covered shelters. The proposed additional forty (40) covered shelters are open air pavilion style structures matching the existing planned development allowance. Forty (40) additional screened shelters are enclosed buildings intended for overnight accommodation but will do not include the finished out features of cabins. The screened shelters are consistent with existing planned development allowances. 124 3 Development Review Committee Review The Development Review Committee (DRC) finds that the proposed Site Plan is consistent with the Zoning Ordinance requirements and Planned Development 21 (PD-21). The DRC recommends approval. 125 BRIDGELN W E S T ERN CHALK B LUFFDR LINKSCASTLEBRIDG E W AVE R L Y LEBA N O N RD HIC KO RY CR EE K DR PAISLEY I VE Y L A RI AT TRL B U C CANEE R P T H ACK B ER R Y C R EEKPARKRD FID D L ERS G R E E NRD P D 1 8 P D 2 3 P D 2 1 AA E T JETJ This map was generated by GIS data provided by The Colony GIS Department. The City of The Colony does not guarantee the correctness oraccuracy of any features on this map. These digital products are for llustration purposes only and are not suitable for site-specific decision making. ±Project No: PDA23-0002 - Hidden Cove Marina & Park PD A23 -000 2 Agricultural Plann ed Development 18 Plann ed Development 21 Plann ed Development 23 Single Family SubjectArea SP23-0006 SP23-0006 126 f:\job\2022\810\021 hidden cove marina\03 documents\03 civil\09 site plan application (parking)\hcm site plan application narrative.docx December 5, 2023 The Colony 6800 Main Street The Colony, TX 75056 2022.810.021 Hidden Cove Park & Marina Parking and Entry Improvements Site Plan Application The Hidden Cove Marina development proposes the construction of new parking lots, shelters, park entrance improvements, and groundwork for restroom facilities. HISTORY: Hidden Cove Park opened in 1985 through a joint partnership between the U.S Army Corps of Engineers (Corps) and Texas Parks and Wildlife (TPWD). The 700+ acre park is owned by the Corps, and was operated as Lake Lewisville State Park until 1995, when the City of The Colony entered into a ground lease with the Corps and assumed operations of the park. Since it was no longer being operated as a state park, a contest was held for a new name, and Hidden Cove Park was chosen. The park was operated by the City for 10 years after which the City sought a private entity to operate and invest in new amenities for the park. In 2005, MarineQuest was chosen as the new operator. Since taking over the park, MarineQuest has added a 350-slip marina, 24 cabins, 6 bunkhouses, 50 new RV sites, expanded the dry storage area, improved many other facilities as well as the infrastructure within the park. MarineQuest pays the City a percentage of the revenue generated in the park annually, which is then reinvested into other improvements on land leased by the City from the Corps. This site plan will add the following amenities and improvements to the park. PARKING IMPROVEMENTS: The parking improvements consist of four new parking lots, for a total five hundred and ninety-three (593) spaces. These parking improvements aim to resolve the current issue of visitors parking within the landscaping area due to the current volume of visitors exceeding provided parking, especially during peak visiting season. DRAINAGE IMPROVEMENTS: Preliminary drainage observations show the necessity of two 24” culverts to allow the onsite runoff to pass beneath the east parking lot entrances. LANDSCAPING IMPROVEMENTS: The parking lots shall be landscaped in accordance with the requirements set forth by 17A-300D. 127 December 5, 2023 | Page 2 F:/Marketing_/Collateral/Corporate/Letterhead-Stationary/2021 Templates - final/letterhead BEACH IMPROVEMENTS: Proposed beach improvements will provide activities for the visitors and day-goers from the surrounding communities. With these beach improvements, additional shade shelters and picnic tables are to be installed to provide an area for visitors to temporarily rest or gather. Additional screened shelters are to be constructed as well, which are permanent, in place, structures that are enclosed with screened windows. These shelters will serve as day use spaces and provide a more comfortable area for tent camping to allow visitors to be protected from some of the elements. The additional shelters will allow an affordable option for visiting the marina and lake. Both types of shelters will be available for rent via the park office. Renters of the screened shelters will be issued a key by the park office, which are to be returned after the duration of the stay has concluded. During the flood events, the park will continue to operate as it does with the existing shelters in the area. The eastern section of the park will be closed via an existing gate, the shelters will be opened to allow flow, and the electricity will be shut off. RESTROOM CONSTRUCTION: During the construction of the parking lots, new restroom facilities will be constructed. Utility connections to the existing infrastructure, such as water, sewer and electric, will be required for this portion of the development. ENTRY RENOVATIONS: The entry renovations look to ease the navigation of the park, inflow of additional RVs, and allow easier turnarounds and access for the RVs entering and exiting the site as well as the general public. This should result in less congestion at the entry and within the grounds for all visitors, including those making use of the other amenities. All uses are designated lanes and kiosks corresponding to the desired use. This will provide a more efficient system of entry to the park and allow vehicles to pass through much faster. TREE MITIGATION: To offset any tree removals that may occur during the construction of the previously stated improvements, a tree mitigation plan will be provided as required by the Corps of Engineers. The improvements outlined in this revised development should provide improved access and additional uses for the public and the citizens of The Colony for years to come. 128 Standard Operating Procedures (SOP): Entry and Reservation Procedure 1. Guests with Reservations: a. All reservations are managed through our dedicated online reservation system. b. Prior to arrival, customers are required to receive and sign all necessary documents related to their reservation. c. Directional signs will guide guests to their designated parking locations. This information is also provided in the online documentation sent before their arrival. d. After parking, guests should proceed to the office for check-in. e. During check-in, guests will receive their parking passes and gate codes. f. All essential information concerning their reservation spot and any necessary safety procedures will be provided. This information is also included in the reservation confirmation email. g. Post check-in, guests will have unrestricted access through the gate system for the duration of their stay. Note: Access will automatically expire once the reservation period concludes. 2. Boat Launches: a. The boat launch procedure is divided into two parts to ensure designated parking and streamlined entry: i. Part 1:At the primary gate, a fee is levied for park entry. One specific gate is designated for this purpose. ii. Part 2: A separate gate at the Boat Parking Entry charges for boat launching. This system prevents unauthorized parking and accidental boat launch purchases at the main gate. b. Customers can expedite boat launches by purchasing an annual boat launch pass, ensuring swift access. 3. Day Users: a. Day users have two options upon arrival: i. Choice 1: Directly proceed to the entry gate system, pay the entry fee, and follow signs to designated day-use areas. ii. Choice 2: Visit the Front Office Manned window for any required information before park entry. 4. Slip Tenants: a. Slip tenants are provided with unique key cards, granting them access to the park during specified hours. b. These key cards are managed through our online system and can be modified as needed. 5. Restaurant/DFW Surf/Sam's Dock Customers: a. All customers are required to pay the park entry fee. However, they are eligible for various discounts at the respective tenant's business. The discount rate varies per tenant. 6. Annual Pass Holders: 129 a. Annual passes can be procured both online and in-person at our front office. b. Pass holders receive a physical card, allowing them entry into the park during designated hours. c. Renewal of passes can be done online, facilitating a quicker park entry and reducing the time taken for pass procurement and renewal. 7. After-Hour Entries: a. Only specific customers are permitted entry during after-hours, and their passes/cards are marked accordingly. b. Any customer attempting to access the park outside of their designated times will be denied entry. This SOP Section provides a structured approach to managing various types of guests and their respective entry procedures. Regular training and updates are essential to ensure that all staff members are familiar with and adhere to these procedures. Entry Lane Usage 1. Location and Layout of Entry: a. The entry point is designed to efficiently manage traffic and ensure smooth flow. b. Although lanes are designated for specific traffic types, each lane is equipped to handle all traffic forms to prevent congestion due to misdirection. c. The main staging area is preceded by five entry lanes, which then funnel into three kiosk lanes that guide visitors to their respective destinations. 2. Lanes of Traffic: a. Lane 1: i. Directs traffic past the main window. ii. Primary lane for visitors checking in for cabins, shelters, and tent camping. iii. Also serves as the turnaround section for vehicles needing to make a U-turn. b. Lanes 2 & 3: i. Designated for day users, slip/dry storage tenants, annual pass holders, and reservation holders possessing an entry card. c. Lane 4: i. Dedicated to boat launch customers, including those with and without annual passes. ii. Also caters to dry storage customers who have their entry cards. d. Lane 5: i. Dedicated to RV reservation customers, leading them to the RV staging area. Here, they can park and proceed to the front office for check-in. 3. Entry Kiosks: a. Entry Kiosk 1: i. Serves day users, annual pass holders, camping reservations, DFW Surf customers, Sam’s Dock customers, and Rock’n S Bar customers. 130 b. Entry Kiosk 2: i. Caters to boat launch customers and annual pass holders using boat launches. c. Entry Kiosk 3: i. For RV reservations, cabin reservations, dry storage customers, marina customers, and day users interested in hiking trails. d. Kiosk Remote Usage: i. All gates will be able to be controlled at the front office ii. All gates will have 2 way communication devices that allow us to talk to customers if needed 4. Opticom System: a. Each kiosk is equipped with the Opticom system, ensuring unhindered access for the fire department through any kiosk. 5. Signage: a. Entry Signage: i. Positioned at the front gate, guiding visitors on lane selection based on their purpose of visit. b. Staging Split Signage: i. Provides additional directions, helping visitors choose the most efficient kiosk lane. c. Kiosk Entry Signage: i. Labels each kiosk, indicating which lane visitors should choose for a streamlined entry. d. Post Kiosk Intersection Signage: i. Directs visitors post-kiosk, ensuring they head in the correct direction to reach their intended destination. This SOP aims to provide clear guidelines for the efficient management of entry lanes, ensuring a smooth and hassle-free experience for all visitors. Regular training and updates are essential to ensure that all staff members are familiar with and adhere to these procedures. Safety And Security 1. Hours For Security a. Mon - Thursday: 8pm - 8am b. Fri - Sun: 6pm - 6am and 8pm - 8am 2. Job Duties a. Park Patrols: i. Security regularly patrols the premises to check for any potential issues, suspicious activities, or newly formed hazards b. Guest Area Checks: i. Monitor guest areas such as cabins, tent camping sites, and RV parking areas to ensure guests are safe and there are no disturbances ii. Check that all communal areas, like restrooms and recreational areas, are secure and free from potential hazards 131 c. Marina And Dry Storage Check i. Inspect the marina and dry storage to ensure all boats are securely moored ii. Check for any signs of water leaks or potential hazards that could endanger boats or guests d. Equipment and Infrastructure Inspections i. Ensure that all park and marina equipment, such as lighting, security cameras, and alarms, are functional ii. Check infrastructure like bridges, pathways, and fences for any damages or potential safety issues e. Gate and Entry Point Monitoring i. Ensure all entry and exit points, including gates and entry kiosks, are securely locked and monitored ii. Make sure that all current customers in the park have the appropriate pass for overnight stays iii. Handle any after hour check-ins that might be coming in late f. Emergency Response: i. They are prepared to deal with emergency situations in the park such as fires, security breaches, and most basic scenarios ii. Security also maintains a list of emergency contacts, including local law enforcement, fire department, and medical facilities, so that if any issue arises it can be handled iii. Shelter locations are provided at check-in for guests, and security knows the process to handle and coordinate guests during such events g. Noise and Disturbance Monitoring i. Address any noise complaints or disturbances promptly, ensuring guests have a peaceful stay ii. Monitor areas where gatherings might occur to ensure they don’t breach noise or safety regulations h. Wildlife Monitoring: i. Watch for any wildlife that might pose a threat to guests or property i. Reporting: i. Document any incidents, disturbances, or potential issues ii. Report any significant concerns or incidents to management immediately j. Guest Assistance: i. Assist any guests who may need help during the night, such as those who are locked out or require additional information k. Communication: i. Maintain regular communication with other security personnel or staff on duty, ensuring a coordinated approach to security ii. There are two park hosts either on premise or nearby that are available for help as well 132 This SOP provides a comprehensive framework for the safety and security measures in place at the park and marina. Regular training sessions and periodic reviews are recommended to ensure all security personnel remain updated and aligned with these procedures. Front Entry: With RVs for reference on how to use additional lanes when needed 133 134 SS SS SS SS SS SS SI G N CO CO CO 8" H A C K B E R R Y CO 8" H A C K B E R R Y SI G N 22 " O A K SI G N 14 " O A K 14 " O A K RD RD WV 14 " O A K SI G N 9" H A C K B E R R Y SI G N CO SI G N SI G N 14 " O A K 14 " O A K SI G N SI G N 10 " O A K FL A G RD 14 " O A K WV PM K BO L - 4 SS SS SS SS SS SS SS SS SS SS 2 4 ' 1 2 ' 1 2 ' 16' 62 ' 12 ' 12 ' 12 ' 12 ' 77 ' 24 ' 12 ' 22 . 5 ' 22 . 5 ' 24 . 5 ' 62 . 5 ' 18' 14 ' 12 ' 12 ' 12 ' 12 ' 14 ' 12 ' INSTALL 79 SY CONCRETE RIPRAP INSTALL 42.3 SY 12" GROUTED ROCK RIP RAP INSTALL 23.8 SY 12" GROUTED ROCK RIP RAP EXISTING BUILDING HANDICAP SIGN 11 10 138.9 SY 4" SIDEWALK 5' R 1 0 0 ' R16'R 1 0 0 ' R1 0 0 ' R2' R2' R2 ' R38.5' R 8 0 ' R 8 0 ' R4' 12.74' 4' 4. 5 ' 7.52' 9' TY P . 11 ' R1 1 5 ' R 1 0 ' 5. 5 ' 5' 34 . 6 ' 11' 11' 19 . 4 ' EX. CHANNEL CONNECT TO EX. PAVEMENT PER CITY STRD. APPROX. 100-YR FLOODPLAIN 25 . 9 8 ' TY P . 10.4' TYP. 13' 10' 5' 25 . 4 ' INSTALL 8.1 SY 12" GROUTED ROCK RIP RAP 14.56' 25' HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 6 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 - C D - S I T E P L A N 2 . d w g C 3 . 0 1 S I T E P L A N E N T R A N C E 1 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) MA T C H L I N E N W E S PR E L I M E N T R A N C E S I T E P L A N (S H E E T 1 O F 2 ) C01.01 12/19/2023 OL DP OL 4. ALL GROUTED ROCK RIP RAP SHALL HAVE 2" TOE WALL AROUND PERIMETER 13 5 WL 21 SS SS SS SS SS SS SS SS SS SS SS SS SS SS F M SS F M SS F M SS F M SS F M SS F M CO BO L BO L SI G N IC V - 2 CO CO 10 " E L M COCO CO CO CO 14 " O A K SI G N TB M # 1 EL = 5 4 1 . 1 8 WM PD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 18 2 5 ' 5 ' 20' 25' 20' 20' 25' 2 0 ' 12 ' 12 ' 12 ' 12 ' 16 ' 36 . 2 3 ' 2 4 ' 3 6 ' 16' INSTALL 79 SY CONCRETE RIPRAP INSTALL 45.3 SY 12" GROUTED ROCK RIP RAP 2 5 ' 5 R 1 . 5 ' R2' R54.5' R38.5' R2' R2 0 0 ' R2 0 0 ' R 1 0 0 ' R1 6 2 ' R1 3 8 ' R1 5 0 ' R5 ' R9 9 ' R 7 5 ' R30 ' R3 0 ' R 2 1 1 ' R 1 7 5 ' R 9 9 ' R7 5 ' R 1 2 4 ' 10 ' 8.09' 8.09' 1 0 ' INSTALL 45.3 SY 12" GROUTED ROCK RIP RAP CONNECT TO EX. PAVEMENT PER CITY STRD. R2 6 ' PROPOSED TICKETING & ACCESS GATES HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 6 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 - C D - S I T E P L A N 2 . d w g C 3 . 0 2 S I T E P L A N E N T R A N C E 2 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E PR E L I M E N T R A N C E S I T E P L A N (S H E E T 2 O F 2 ) C01.02 12/19/2023 OL DP OL CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) MA T C H L I N E N W E S 13 6 179 CJ CJ CJ CJ CJ CJ CJ CJ VA N VA N VAN SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 22 23 7 4 15 6 66 5 23 7 7 7 8 7 10 11 20 ' 10' 20 ' 24' 20 ' TY P . 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 100' 10' 110' 10' TYP. 10' TYP. 80'10'70' 60'10'60' 50' 20' 24' 20 ' 10 ' 20 ' 24 ' 10' 20' 20'24' 10' 20' CONST. JOINT CONSTRUCTION JOINT CONST. JOINT CONST. JOINT CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. R5' R2 6 ' R 2 6 ' R5' 10.99' 2 0 . 2 8 ' 2 0 . 3 7 ' 5' 5 5' EX. PAVEMENT TO BE STRIPED FOR ACCESSIBILITY PARKING EX. PAVEMENT TO BE STRIPED FOR ACCESSIBILITY PARKING EX. PAVEMENT TO BE STRIPED FOR ACCESSIBILITY PARKING EX. PAVEMENT TO BE STRIPED FOR ACCESSIBILITY PARKING HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 6 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 - C D - S I T E P L A N 2 . d w g C 3 . 0 S I T E P L A N P A R K I N G 1 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E PR E L I M P A R K I N G L O T 1 SI T E P L A N C01.03 12/19/2023 OL DP OL CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) N W E S 13 7 16 8 880 ' 80 ' 20'26.94' 20' PARKING 3 R3' R3' CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. 164 WL WL WL WL WL WL WL BOL-4 CO CO BOL BOL SIGN ICV-2 CO CO 10" ELM CO CO CO CO 10" ELM 10" CEDAR 6" CEDAR 8" CEDAR 22" OAK TBM #2 EL=540.53 24 24 18 12 25' 5' 240' 5' 25' 20' 2 0 ' 2 5 ' 2 0 ' 2 0 ' 2 5 ' 2 0 ' 2 0 ' 2 5 ' 2 0 ' 10' 1 0 ' 20' PARKING 2 25' 25' 18 24 11 CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. R26 ' R2 6 ' R2 6 ' R26' 11 11 11 HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 6 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 - C D - S I T E P L A N 2 . d w g C 3 . 0 S I T E P L A N P A R K I N G 2 & 3 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E PR E L I M P A R K I N G L O T 2 & 3 SI T E P L A N C01.04 12/19/2023 OL DP OL CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) N W E S 13 8 WL WL WL WL WL WL WL WL WL WL WL VAN CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1 6 2 . 0 0 ' 5 1 . 5 0 ' 106.0 0 ' 5 1 . 5 0 ' 1 6 1 . 6 4 ' 280.0 0 ' R2 . 5 0 ' R 2 . 5 0 ' T Y P . R2 . 5 0 ' R2 . 5 0 ' N: 7098583.63 E: 2449728.42 N: 7098766.35 E: 2450015.15 N: 7098858.18 E: 2449921.06 N: 7098707.70 E: 2449684.93 2 0 . 0 0 ' 2 4 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 4 . 0 0 ' 2 0 . 0 0 ' 34 10 13 11 9 64.00 ' 110.0 0 ' 25.00 ' 25.00 ' 340.0 0 ' RESTROOM BUILDING 13 PROP. 8" WL-A CONST. JOINT CONST. JOINT 2 2 . 8 1 ' 38.09 ' 50.00 ' 1 7 . 8 1 ' 8.09' 5.91' 1 0 . 4 8 ' 3 7 . 3 3 ' R2 6 . 0 0 ' R26.00' 238.0 0 ' 9 2 . 0 0 ' 25.00 ' R2 6 ' R26' R26 . 0 0 ' R26.00' 7 0 . 0 0 ' R5 0 . 0 0 ' R50.00' 100.0 0 ' 100.0 0 ' 20.00 ' 10 CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 6 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - S I T E P L A N . d w g S I T E P L A N 4 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) PR E L I M P A R K I N G L O T 4 SI T E P L A N C01.05 12/19/2023 OL JMS OL 13 9 W L WL WL WL WL WL WL VA N WL CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 5.0 0 ' 25 . 0 0 ' 36. 5 0 ' 28. 8 1 ' 20. 0 0 ' TY P . 24. 0 0 ' 5.0 0 ' 35. 0 0 ' TY P . 19. 2 6 ' 129 . 7 6 ' 34 0 . 0 0 ' R 2 . 5 0 ' R2 . 5 0 ' R1 6 2 . 5 0 ' R2.50' R2.5 0 ' R1 3 7 . 5 0 ' N: 7098447.10 E: 2450705.55 N: 7098363.04 E: 2450806.63 N: 7098667.15 E: 2450958.66 N: 7098697.55 E: 2450830.76 25 . 0 0 ' 28 0 . 0 0 ' 24. 0 0 ' 20. 0 0 ' 20. 0 0 ' 24. 0 0 ' 20. 0 0 ' 5.0 0 ' 25 . 0 0 ' 25 . 0 0 ' 20 . 0 0 ' 34 11 14 28 5 25 . 0 0 ' 25 . 0 0 ' RESTROOM BUILDING 9 12 66. 0 0 ' 33. 9 1 ' 27. 7 6 ' PROP. (1) 24" RCP CULVERT PROP. (2) 24" RCP CULVERT PROP. 8" WL-A CONST. JOINT CONST. JOINT 30 . 0 0 ' R26'R50' R 2 6 ' R 5 0 ' 30 . 0 0 ' 17. 5 0 ' R 2 6 ' R26' R26 ' R 2 6 ' CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. 5.0 0 ' 5.0 0 ' 15 . 0 0 ' 72. 4 2 ' HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 6 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - S I T E P L A N . d w g S I T E P L A N 5 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) PR E L I M P A R K I N G L O T 5 SI T E P L A N C01.06 12/19/2023 OL JMS OL 14 0 WL WL WL WL WL WL WL WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS N: 7098018.67 E: 2448906.24 N: 7098049.67 E: 2448967.01 N: 7098084.37 E: 2449002.13 N: 7098112.92 E: 2449039.72 N: 7098153.49 E: 2449102.54 N: 7098178.46 E: 2449153.43 N: 7098205.40 E: 2449209.99 N: 7097950.77 E: 2448907.48 N: 7098284.60 E: 2449288.99 N: 7098245.61 E: 2449344.44 N: 7098300.84 E: 2449383.65 N: 7098288.21 E: 2449447.81 N: 7098349.36 E: 2449477.33 N: 7098414.21 E: 2449457.30 N: 7098402.12 E: 2449524.22 N: 7098438.12 E: 2449745.14 N: 7098412.22 E: 2449807.38 N: 7098371.15 E: 2449760.01 N: 7098329.97 E: 2449812.15 N: 7098507.29 E: 2449800.75 N: 7098606.37 E: 2449819.99 PROP. 8" WL-A EX. WATERLINE HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 7 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - S I T E P L A N . d w g S H E L T E R & P A V I L I O N S I T E P L A N ( S H E E T 1 O F 3 ) MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) PR E L I M S H E L T E R S I T E P L A N (S H E E T 1 O F 3 ) C01.07 12/19/2023 OL JMS OL 14 1 113 100 WL W L W L WL WL WL VA N CJ CJ CJ CJ CJ CJ CJ CJ CJ SS SS SS SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS N: 7098649.74 E: 2449887.22 N: 7098693.10 E: 2449954.44 N: 7098641.17 E: 2450001.21 N: 7098562.61 E: 2449888.14 N: 7098542.56 E: 2449980.88 N: 7098468.55 E: 2449915.84 N: 7098442.25 E: 2449985.13 N: 7098462.93 E: 2450050.43 N: 7098528.40 E: 2450062.56 N: 7098596.78 E: 2450073.62 N: 7098664.12 E: 2450055.69 N: 7098748.78 E: 2450175.45 N: 7098782.08 E: 2450111.48 N: 7098736.47 E: 2450021.67 N: 7098829.73 E: 2450522.81 N: 7098876.43 E: 2450535.69 N: 7098875.69 E: 2450589.94 N: 7098839.38 E: 2450622.68 N: 7098798.29 E: 2450599.64 N: 7098785.41 E: 2450549.02 N: 7098758.07 E: 2450507.45 N: 7098693.33 E: 2450587.72 N: 7098720.63 E: 2450661.90 N: 7098649.16 E: 2450627.62 N: 7098631.68 E: 2450536.31 N: 7098682.07 E: 2450535.40 N: 7098617.58 E: 2450485.00 N: 7098550.68 E: 2450468.92 N: 7098485.97 E: 2450479.50 N: 7098419.68 E: 2450494.30 N: 7098456.69 E: 2450540.64 N: 7098542.75 E: 2450570.20 N: 7098553.53 E: 2450521.30 N: 7098360.73 E: 2450474.55 N: 7098353.42 E: 2450521.50 N: 7098287.81 E: 2450498.53 N: 7098194.92 E: 2450468.92 N: 7098167.49 E: 2450439.34 N: 7098303.99 E: 2450457.67 N: 7098234.88 E: 2450451.82 N: 7098102.18 E: 2450415.65 N: 7098382.63 E: 2449898.27 N: 7098306.97 E: 2449871.75 N: 7098322.80 E: 2449941.47 N: 7098379.87 E: 2450010.74 34 10 13 11 14 28 5 RESTROOM BUILDING 9 12PROP. (1) 24" RCP CULVERT PROP. (2) 24" RCP CULVERT PROP. 8" WL-A EX. WATERLINE EX. WATERLINE CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. CONNECT TO EX. PAVEMENT PER CITY STRD. HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 7 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - S I T E P L A N . d w g S H E L T E R & P A V I L I O N S I T E P L A N ( S H E E T 2 O F 3 ) MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) PR E L I M S H E L T E R S I T E P L A N (S H E E T 2 O F 3 ) C01.08 12/19/2023 OL JMS OL 14 2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS N: 7098167.49 E: 2450439.34 N: 7098102.18 E: 2450415.65 N: 7098037.71 E: 2450394.24 N: 7097973.90 E: 2450370.64 N: 7097887.44 E: 2450316.08 N: 7097900.21 E: 2450368.89 N: 7097821.60 E: 2450243.15 N: 7097782.92 E: 2450227.64 N: 7097766.72 E: 2450143.22 N: 7097715.19 E: 2450055.77 N: 7097688.35 E: 2450021.46 N: 7097707.94 E: 2449959.74 N: 7097687.94 E: 2449863.40 N: 7097723.90 E: 2449845.71 N: 7097760.58 E: 2449765.11 EX. WATERLINE HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 4 7 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - S I T E P L A N . d w g S H E L T E R & P A V I L I O N S I T E P L A N ( S H E E T 3 O F 3 ) MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S CONSTRUCTION JOINTCJ PROPOSED SCREENED SHELTER (40) PROPOSED COVERED PAVILION (40) PROPOSED 4" PAVEMENT (4000 PSI, #3 BAR @ 14" C/C) EX. 100 YR FLOODPLAIN LEGEND PROPERTY BOUNDARY #PARKING SPACES NOTE: 1. NORTHING AND EASTING PROVIDED IS LOCATED AT THE CENTER OF EACH SHELTER PAD. 2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF CURB. 3. ALL CONNECTIONS TO EX. PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. PROPOSED 6" CONCRETE PAVEMENT(4000 PSI, #4 BAR @ 24" C/C) PROPOSED 7" CONCRETE PAVEMENT (FIRE LANE) PR E L I M S H E L T E R S I T E P L A N (S H E E T 3 O F 3 ) C01.09 12/19/2023 OL JMS OL 14 3 BM IN SIREN POLE ELEV. - 542.09' 34 28 28 11 9 34 28 28 28 5 FUTURE BUILDING SS FM SS FM CO BOL-4 CO CO BOL BOLSIGN ICV-2 CO CO 10" ELM CO CO CO SIGN CO CO CO 8" HACKBERRY CO 8" HACKBERRY CO CO 14" OAK SIGN SIGN 22" OAK LT LT 10" ELM 10" CEDAR 6" CEDAR 8" CEDAR 4" HACKBERRY 22" OAK TBM #1 EL=541.18 TBM #2 EL=540.53 WMEM PP PD SIGN LTLT LT 14" OAK 14" OAK RD RD WV LT 14" OAK SIGN 9" HACKBERRY SIGN CO SIGN SIGN14" OAK 14" OAK SIGN SIGN GL 10" OAK FLAG RD 14" OAK WV WV PMK PP PP GY BOL-4 113 100 164 16 179 WL WL WL WL WL WL WL WL VAN VAN 21 VA N VA N VAN PROPOSED PARKING 4 (100 SPACES) REQUIRED LANDSCAPE = 100 / 12 x 60 SF = 500 SF PROPOSED PARKING 5 (113 SPACES) REQUIRED LANDSCAPE = 113 / 12 x 60 SF = 565 SF PROPOSED PARKING 2 (164 SPACES) REQUIRED LANDSCAPE = 164 / 12 x 60 SF = 820 SF PROPOSED PARKING 1 (179 SPACES) REQUIRED LANDSCAPE = 179 / 12 x 60 SF = 895 SF PROPOSED PARKING 3 (16 SPACES) REQUIRED LANDSCAPE = 16 / 12 x 60 SF = 80 SF FUTURE MITIGATION TREES HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 5 0 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - L A N D S C A P E S I T E P L A N . d w g L A N D S C A P E S I T E P L A N MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S NOTE: 1. PROPOSED MITIGATION TREES SHALL BE FROM THE APPROVED TREE LIST PER THE CITY OF THE COLONY LANDSCAPING ORDINANCES. 2. ALL LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. 3. ALL IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. 4. WATER AND SEWER LINES: ALL WATER AND SEWER LINES AND THEIR SIZES SHALL BE SHOWN ON THE LANDSCAPE PLAN, INCLUDING FIRE DEPARTMENT CONNECTIONS. LIVE OAK LEGEND CEDAR ELM CHINESE PISTACHE PR E L I M L A N D S C A P E SI T E P L A N C05.00 12/19/2023 OL JMS OL 14 4 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CJ CJ CJ CJ CJ CJ CJ CJ CJ VA N VA N VAN PROPOSED PARKING 1 (179 SPACES) REQUIRED LANDSCAPE = 179 / 12 x 60 SF = 895 SF PROVIDED LANDSCAPE: =20,670 SF PERMEABLE AREA WITH 14 TREES HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 5 0 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - L A N D S C A P E S I T E P L A N . d w g P A R K I N G 0 1 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S NOTE: 1. PROPOSED MITIGATION TREES SHALL BE FROM THE APPROVED TREE LIST PER THE CITY OF THE COLONY LANDSCAPING ORDINANCES. 2. ALL LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. 3. ALL IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. 4. WATER AND SEWER LINES: ALL WATER AND SEWER LINES AND THEIR SIZES SHALL BE SHOWN ON THE LANDSCAPE PLAN, INCLUDING FIRE DEPARTMENT CONNECTIONS. LIVE OAK LEGEND CEDAR ELM CHINESE PISTACHE PR E L I M P A R K I N G L O T 1 LA N D S C A P I N G P L A N C05.01 12/19/2023 OL JMS OL 14 5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS BOL-4 CO CO BOL BOL SIGN ICV-2 CO CO 10" ELM CO CO 8" HACKBERRY CO CO 14" OAK SIGN SIGN 10" ELM 10" CEDAR 6" CEDAR 8" CEDAR 4" HACKBERRY 22" OAK TBM #2 EL=540.53 WL WL WL WL WL WL WL PROPOSED PARKING 2 (164 SPACES) REQUIRED LANDSCAPE = 164 / 12 x 60 SF = 820 SF PROVIDED LANDSCAPE: =2,072 SF PERMEABLE AREA WITH 3 TREES HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 5 0 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - L A N D S C A P E S I T E P L A N . d w g P A R K I N G 0 2 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S NOTE: 1. PROPOSED MITIGATION TREES SHALL BE FROM THE APPROVED TREE LIST PER THE CITY OF THE COLONY LANDSCAPING ORDINANCES. 2. ALL LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. 3. ALL IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. 4. WATER AND SEWER LINES: ALL WATER AND SEWER LINES AND THEIR SIZES SHALL BE SHOWN ON THE LANDSCAPE PLAN, INCLUDING FIRE DEPARTMENT CONNECTIONS. LIVE OAK LEGEND CEDAR ELM CHINESE PISTACHE PR E L I M P A R K I N G L O T 2 LA N D S C A P I N G P L A N C05.02 12/19/2023 OL JMS OL 14 6 W L WL WL WL WL WL PROPOSED PARKING 3 (16 SPACES) REQUIRED LANDSCAPE = 16 / 12 x 60 SF = 80 SF PROVIDED LANDSCAPE: =100 SF PERMEABLE AREA WITH 1 TREE HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 5 0 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - L A N D S C A P E S I T E P L A N . d w g P A R K I N G 0 3 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S NOTE: 1. PROPOSED MITIGATION TREES SHALL BE FROM THE APPROVED TREE LIST PER THE CITY OF THE COLONY LANDSCAPING ORDINANCES. 2. ALL LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. 3. ALL IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. 4. WATER AND SEWER LINES: ALL WATER AND SEWER LINES AND THEIR SIZES SHALL BE SHOWN ON THE LANDSCAPE PLAN, INCLUDING FIRE DEPARTMENT CONNECTIONS. LIVE OAK LEGEND CEDAR ELM CHINESE PISTACHE PR E L I M P A R K I N G L O T 3 LA N D S C A P I N G P L A N C05.03 12/19/2023 OL JMS OL 14 7 34 28 28 11 9 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WL WL WL WL WL WL WL WL WL WL VAN CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ PROPOSED PARKING 4 (100 SPACES) REQUIRED LANDSCAPE = 100 / 12 x 60 SF = 500 SF PROVIDED LANDSCAPE: =2,072 SF PERMEABLE AREA WITH 3 TREE HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 5 0 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - L A N D S C A P E S I T E P L A N . d w g P A R K I N G 0 4 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S NOTE: 1. PROPOSED MITIGATION TREES SHALL BE FROM THE APPROVED TREE LIST PER THE CITY OF THE COLONY LANDSCAPING ORDINANCES. 2. ALL LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. 3. ALL IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. 4. WATER AND SEWER LINES: ALL WATER AND SEWER LINES AND THEIR SIZES SHALL BE SHOWN ON THE LANDSCAPE PLAN, INCLUDING FIRE DEPARTMENT CONNECTIONS. LIVE OAK LEGEND CEDAR ELM CHINESE PISTACHE PR E L I M P A R K I N G L O T 4 LA N D S C A P I N G P L A N C05.04 12/19/2023 OL JMS OL 14 8 34 28 28 28 5 FUTURE BUILDING SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W L WL WL WL WL WL WL VA N WL CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ WL PROPOSED PARKING 5 (113 SPACES) REQUIRED LANDSCAPE = 113 / 12 x 60 SF = 565 SF PROVIDED LANDSCAPE: =2,072 SF PERMEABLE AREA WITH 3 TREES HIDDEN COVE ENTRANCE AND PARKING LOT IMPROVEMENTS SUBMITTAL DATE: 12/19/2023 CITY PROJECT NO SP23-0006- 7TH SUBMITTAL OWNER CONTACT INFO:PHONE: 817-410-7450 EMAIL: MARCEL@MARINEQUEST.NET DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 2 . 1 9 . 2 0 2 3 4 : 5 0 P M F : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 2 C i v i l \ 0 4 E x h i b i t s \ _ S i t e P l a n \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E X B - L A N D S C A P E S I T E P L A N . d w g P A R K I N G 0 5 MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY, AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. BHB, INC. TX. REGISTERED FIRM F-00044 ENGINEER: OTTIS LEE, III, P.E. TEXAS LICENSES NO: 65544 DATE: 12/19/2023 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS NO . DE S C R I P T I O N DA T E N W E S NOTE: 1. PROPOSED MITIGATION TREES SHALL BE FROM THE APPROVED TREE LIST PER THE CITY OF THE COLONY LANDSCAPING ORDINANCES. 2. ALL LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. 3. ALL IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. 4. WATER AND SEWER LINES: ALL WATER AND SEWER LINES AND THEIR SIZES SHALL BE SHOWN ON THE LANDSCAPE PLAN, INCLUDING FIRE DEPARTMENT CONNECTIONS. LIVE OAK LEGEND CEDAR ELM CHINESE PISTACHE PR E L I M P A R K I N G L O T 5 LA N D S C A P I N G P L A N C05.05 12/19/2023 OL JMS OL 14 9 BM IN SIREN POLE ELEV. - 542.09' 113 100 164 16 179 WL WL WL WL WL WL WL WL VAN VAN VAN VAN VANVAN 21 SS FM SS FM CO BOL-4 CO CO BOL BOL SIGN ICV-2 CO CO 10" ELM CO CO CO SIGN CO CO CO 8" HACKBERRY CO 8" HACKBERRY CO CO 14" OAK SIGN SIGN 22" OAK LT LT 10" ELM 10" CEDAR 6" CEDAR 8" CEDAR 4" HACKBERRY 22" OAK TBM #1 EL=541.18 TBM #2 EL=540.53 WM EM PP PD SIGN LTLT LT 14" OAK 14" OAK RD RD WV LT 14" OAK SIGN 9" HACKBERRY SIGN CO SIGN SIGN14" OAK 14" OAK SIGN SIGN GL 10" OAK FLAG RD 14" OAK WV WV PMK PP PP GY BOL-4 EAST PARKING LOT A A A A A A A A A B B B C C C C C C CENTRAL PARKING LOT WEST PARKING LOT SHEET E01.01 SHEET E01.02 SHEET E01.03 NO . DE S C R I P T I O N DA T E DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 1 . 0 7 . 2 0 2 3 1 1 : 1 2 A M W : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 8 E l e c \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E L E C T R I C A L - S I T E P L A N . d w g S I T E P L A N MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS N W E S SI T E P H O T O M E T R I C P L A N - OV E R A L L E01.00 11/7/2023 OL JMS OL ELECTRICAL LEGEND SYMBOL DESCRIPTION LEGEND NOTES: 1.NEW 20'-0" SITE LIGHT WITH ARM AND LUMINAIRE. REFER TO FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE WITH VIBRATION DAMPENER AND FUSING IN BASE. NEW LIGHT POLE, SINGLE ARM & NEW FIXTURE - SEE NOTE 1 CALCULATION SUMMARY LABEL CALC TYPE UNITS AVERAGE MAX MIN AVG/MIN MAX/MIN EAST PARKING LOT ILLUMINANCE F.C.0.99000 2.80000 0.30000 3.30000 9.33000 CENTER PARKING LOT ILLUMINANCE F.C.0.94000 2.80000 0.30000 3.13000 9.33000 WEST PARKING LOT ILLUMINANCE F.C.0.99000 2.90000 0.30000 3.30000 9.67000 SPILL LIGHT ILLUMINANCE F.C.0 0.00000 0.00000 N/A N/A 2'-0" GRADE LUMINAIRE 22'-6" MAX OVERALL HEIGHT 1.0 NTS SITE POLE 2'-6" NEW LIGHT POLE, DUAL ARM & FIXTURE - SEE NOTE 1 THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY UNDER THE AUTHORITY OF THOMAS E. WILSON, P.E. #127691 ON 11/7/2023. IT IS NOT FOR PERMITTING, CONSTRUCTION, OR ESTIMATING. 15 0 WL WL WL WL WL WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS BOL-4 CO CO BOL BOL SIGN ICV-2 CO CO 10" ELM CO CO CO CO 14" OAK SIGN 10" ELM 10" CEDAR 6" CEDAR 8" CEDAR 4" HACKBERRY 22" OAK TBM #2 EL=540.53 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.9 1.0 1.1 1.4 1.6 1.6 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 1.4 1.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.6 0.7 0.8 1.0 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.3 1.1 1.9 2.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.8 0.7 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.4 1.3 2.5 2.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.5 0.5 0.6 0.8 1.0 0.5 0.4 0.6 1.5 2.9 3.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.8 0.9 1.0 1.2 1.3 1.2 1.1 0.9 0.8 0.6 0.6 0.6 0.7 0.8 1.1 1.5 2.1 2.3 2.3 2.7 3.3 2.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.7 1.6 1.5 1.2 0.9 0.8 0.7 0.7 0.7 0.8 1.0 1.3 1.7 1.9 2.2 2.6 2.8 1.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.5 0.6 0.7 0.9 1.0 1.3 1.6 1.9 2.2 2.1 1.8 1.4 1.1 0.9 0.7 0.7 0.6 0.7 0.8 1.0 1.2 1.4 1.8 2.1 2.1 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.7 0.8 1.0 1.1 1.4 1.7 2.2 2.8 2.7 2.0 1.6 1.2 0.9 0.8 0.7 0.5 0.5 0.6 0.7 0.8 1.0 1.4 1.6 1.5 0.8 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.7 0.9 1.0 1.1 1.1 1.0 0.9 0.7 0.7 0.8 1.0 1.1 1.4 1.7 2.2 2.7 2.6 2.0 1.6 1.3 1.0 0.8 0.6 0.5 0.4 0.5 0.5 0.6 0.8 1.1 1.2 1.0 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.9 1.2 1.4 1.5 1.5 1.3 1.1 0.9 0.9 0.9 1.0 1.1 1.2 1.5 1.8 2.1 2.0 1.8 1.5 1.2 1.0 0.8 0.7 0.5 0.5 0.5 0.5 0.5 0.6 0.8 0.9 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.6 0.9 1.2 1.5 1.8 2.0 1.9 1.7 1.4 1.1 1.0 0.9 0.9 0.9 1.0 1.2 1.5 1.6 1.6 1.4 1.3 1.1 1.0 0.8 0.7 0.6 0.6 0.6 0.6 0.5 0.6 0.7 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 0.9 1.3 1.7 2.1 2.6 2.5 1.9 1.6 1.3 1.1 0.9 0.8 0.8 0.8 1.0 1.1 1.2 1.2 1.1 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 1.0 1.3 1.7 2.3 2.9 2.7 2.0 1.6 1.3 1.1 0.9 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.2 1.6 2.0 2.3 2.2 1.8 1.5 1.3 1.1 0.9 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.7 0.8 0.9 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.6 0.8 1.1 1.4 1.6 1.7 1.7 1.6 1.3 1.1 1.0 0.8 0.6 0.5 0.5 0.5 0.6 0.6 0.5 0.5 0.7 0.8 0.9 1.1 1.2 1.4 1.6 1.6 1.5 1.2 1.0 0.7 0.6 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.5 0.4 0.5 0.4 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.8 2.0 2.0 1.8 1.5 1.1 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.6 0.8 1.0 1.2 1.6 2.0 2.6 2.7 2.2 1.7 1.3 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.6 0.5 0.5 0.5 0.6 0.7 0.9 1.2 1.6 2.0 2.7 2.8 2.2 1.7 1.3 0.9 0.7 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.1 0.8 0.7 0.5 0.5 0.6 0.7 0.8 1.1 1.4 1.8 2.1 2.2 1.9 1.5 1.2 0.9 0.6 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.9 1.2 1.6 1.8 1.7 1.4 1.0 0.7 0.6 0.6 0.6 0.6 0.7 0.9 1.2 1.5 1.6 1.7 1.5 1.3 1.0 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.6 2.2 2.1 1.6 1.1 0.8 0.6 0.6 0.5 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.2 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.9 0.9 0.6 0.5 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A A A B B B C C NO . DE S C R I P T I O N DA T E DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 1 . 0 7 . 2 0 2 3 1 1 : 1 2 A M W : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 8 E l e c \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E L E C T R I C A L - S I T E P L A N . d w g W E S T P A R K I N G MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS N W E S PH O T O M E T R I C P L A N - WE S T P A R K I N G E01.01 11/7/2023 OL JMS OL ELECTRICAL LEGEND SYMBOL DESCRIPTION LEGEND NOTES: 1.NEW 20'-0" SITE LIGHT WITH ARM AND LUMINAIRE. REFER TO FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE WITH VIBRATION DAMPENER AND FUSING IN BASE. NEW LIGHT POLE, SINGLE ARM & NEW FIXTURE - SEE NOTE 1 NEW LIGHT POLE, DUAL ARM & FIXTURE - SEE NOTE 1 THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY UNDER THE AUTHORITY OF THOMAS E. WILSON, P.E. #127691 ON 11/7/2023. IT IS NOT FOR PERMITTING, CONSTRUCTION, OR ESTIMATING. 15 1 WL WL WL WL WL WL WL WL WL WL VAN CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.9 1.0 1.1 1.2 1.1 0.9 0.8 0.6 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.9 1.1 1.4 1.5 1.5 1.4 1.2 1.0 0.7 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.8 1.0 1.4 1.7 2.0 2.0 1.8 1.5 1.1 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.8 1.2 1.5 1.9 2.5 2.7 2.2 1.7 1.3 0.9 0.7 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.9 1.2 1.6 2.0 2.7 2.8 2.2 1.7 1.3 0.9 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.0 1.2 1.5 1.8 2.1 2.2 1.9 1.5 1.2 0.9 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.0 1.1 1.1 1.2 1.5 1.6 1.7 1.6 1.3 1.0 0.8 0.7 0.7 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.0 1.2 1.2 1.0 0.9 1.0 1.1 1.3 1.3 1.2 1.0 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 1.0 1.6 1.3 1.1 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.8 0.9 1.2 1.4 1.5 1.5 1.4 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 2.5 1.9 1.3 0.7 0.4 0.4 0.5 0.6 0.6 0.7 0.6 0.6 0.7 0.7 0.7 0.8 1.1 1.4 1.7 2.0 2.0 1.8 1.4 1.1 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 3.6 2.8 1.7 0.8 0.3 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.9 1.2 1.5 2.0 2.6 2.7 2.1 1.6 1.2 0.9 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.8 3.1 2.2 1.1 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.6 0.6 0.6 0.8 1.2 1.6 2.1 2.7 2.8 2.2 1.7 1.3 0.9 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 2.1 2.1 1.3 0.5 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.8 2.1 2.2 1.9 1.5 1.2 0.9 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.0 1.5 1.4 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.2 1.5 1.7 1.7 1.5 1.3 1.0 0.8 0.7 0.7 0.7 0.7 0.8 0.9 0.9 0.8 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.5 0.9 1.1 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.1 1.3 1.3 1.2 1.0 0.8 0.7 0.7 0.7 0.8 0.9 1.1 1.2 1.2 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.5 0.7 0.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.9 1.2 1.4 1.6 1.6 1.5 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.2 0.4 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.6 0.6 0.7 0.6 0.6 0.6 0.6 0.7 0.8 1.1 1.4 1.7 2.1 2.1 1.9 1.5 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.1 0.2 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.6 0.5 0.6 0.8 1.1 1.5 2.0 2.6 2.8 2.2 1.7 1.3 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.8 1.1 1.5 2.0 2.6 2.8 2.2 1.7 1.3 0.9 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.7 1.0 1.4 1.7 2.0 2.1 1.9 1.5 1.2 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.9 1.1 1.4 1.6 1.7 1.5 1.3 1.0 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.3 1.3 1.0 0.8 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.7 0.9 1.1 1.2 1.1 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.1 1.1 0.9 0.6 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 1.2 1.1 0.8 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.2 1.4 1.1 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.1 1.7 1.7 0.9 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 1.8 2.4 1.7 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.7 1.6 2.8 3.3 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.2 2.2 3.3 1.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.9 1.4 2.0 1.7 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.9 1.2 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.8 0.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A A A C C SHEET E01.02 NO . DE S C R I P T I O N DA T E DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 1 . 0 7 . 2 0 2 3 1 1 : 1 3 A M W : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 8 E l e c \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E L E C T R I C A L - S I T E P L A N . d w g C E N T R A L P A R K I N G MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS N W E S PH O T O M E T R I C P L A N - CE N T R A L P A R K I N G E01.02 11/7/2023 OL JMS OL ELECTRICAL LEGEND SYMBOL DESCRIPTION LEGEND NOTES: 1.NEW 20'-0" SITE LIGHT WITH ARM AND LUMINAIRE. REFER TO FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE WITH VIBRATION DAMPENER AND FUSING IN BASE. NEW LIGHT POLE, SINGLE ARM & NEW FIXTURE - SEE NOTE 1 NEW LIGHT POLE, DUAL ARM & FIXTURE - SEE NOTE 1 THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY UNDER THE AUTHORITY OF THOMAS E. WILSON, P.E. #127691 ON 11/7/2023. IT IS NOT FOR PERMITTING, CONSTRUCTION, OR ESTIMATING. 15 2 W L WL WL WL WL WL WL VA N WL CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 36. 5 0 ' 28. 8 1 ' 20. 0 0 ' TY P . 24. 0 0 ' 5.0 0 ' 35. 0 0 ' TY P . 19. 2 6 ' 129 . 7 6 ' 34 0 . 0 0 ' R 2 . 5 0 ' R2 . 5 0 ' R1 6 2 . 5 0 ' R2.50' R2.5 0 ' R1 3 7 . 5 0 ' 25 . 0 0 ' 28 0 . 0 0 ' 24. 0 0 ' 20. 0 0 ' 20. 0 0 ' 24. 0 0 ' 20. 0 0 ' 5.0 0 ' 25 . 0 0 ' 25 . 0 0 ' 20 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 66. 0 0 ' 33. 9 1 ' 27. 7 6 ' CONST. JOINT CONST. JOINT 30 . 0 0 ' R26'R50' R 2 6 ' R 5 0 ' 30 . 0 0 ' 17. 5 0 ' R 2 6 ' R26' R26 ' R 2 6 ' 5.0 0 ' 5.0 0 ' 15 . 0 0 ' 72. 4 2 ' EAST PARKING LOT Illuminance (Fc) Average = 0.99 Maximum = 2.8 Minimum = 0.3 Avg/Min Ratio = 3.30 Max/Min Ratio = 9.33 EAST PARKING LOT Illuminance (Fc) Average = 0.99 Maximum = 2.8 Minimum = 0.3 Avg/Min Ratio = 3.30 Max/Min Ratio = 9.33 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.5 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.6 0.6 0.5 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 1.0 1.2 1.3 1.3 1.3 1.1 0.9 0.7 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.9 1.2 1.4 1.6 1.7 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.0 1.4 1.6 1.8 2.0 2.1 2.3 2.1 1.7 1.4 1.0 0.8 0.5 0.3 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.3 1.7 1.8 1.9 1.9 2.0 2.4 2.8 2.6 2.0 1.5 1.1 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.3 0.6 1.0 1.7 2.3 2.4 2.1 1.8 1.6 1.8 2.2 2.7 2.5 1.9 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.6 0.9 1.4 2.0 2.9 3.4 2.7 1.3 1.0 1.2 1.5 1.8 2.0 1.9 1.7 1.3 1.0 0.8 0.6 0.5 0.4 0.2 0.1 0.9 1.2 1.7 2.5 3.4 1.3 0.5 0.6 0.8 1.0 1.2 1.5 1.6 1.5 1.4 1.1 0.9 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.8 1.0 1.3 0.8 0.2 0.2 0.3 0.5 0.6 0.8 0.9 1.1 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.2 0.1 0.4 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.8 0.8 0.7 0.6 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.1 0.9 0.7 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.6 0.7 0.8 1.1 1.4 1.6 1.7 1.7 1.5 1.2 0.9 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.6 2.0 2.3 2.2 1.8 1.4 1.1 0.8 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.7 0.9 1.3 1.7 2.3 2.8 2.7 2.0 1.5 1.1 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.9 1.3 1.7 2.2 2.7 2.5 1.9 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.9 1.2 1.5 1.8 2.0 1.9 1.6 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 1.0 1.2 1.4 1.5 1.5 1.3 1.1 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.7 0.9 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.7 0.6 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.9 1.0 1.1 1.0 0.9 0.8 0.6 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.4 1.4 1.3 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.6 0.8 1.1 1.4 1.7 1.9 1.8 1.6 1.3 1.0 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.6 0.9 1.2 1.6 2.0 2.5 2.4 1.9 1.5 1.1 0.8 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.9 1.3 1.7 2.2 2.8 2.7 2.0 1.6 1.2 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.2 1.6 2.0 2.4 2.3 1.9 1.5 1.1 0.8 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.8 1.1 1.4 1.7 1.8 1.8 1.6 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.9 1.1 1.3 1.4 1.4 1.2 1.0 0.8 0.6 0.5 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 0.8 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.8 1.1 1.4 1.6 1.7 1.5 1.2 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.9 1.2 1.6 2.2 2.8 2.9 2.2 1.5 0.9 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.0 1.3 1.9 2.7 3.5 2.1 0.7 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.8 0.7 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A A A C C NO . DE S C R I P T I O N DA T E DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY:DESIGN BY: SHEET 1 1 . 0 7 . 2 0 2 3 1 1 : 1 4 A M W : \ j o b \ 2 0 2 2 \ 8 1 0 \ 0 2 1 H i d d e n C o v e M a r i n a \ 0 1 D e s i g n & D r a f t i n g \ 0 8 E l e c \ 2 0 2 2 . 8 1 0 . 0 2 1 _ E L E C T R I C A L - S I T E P L A N . d w g E A S T P A R K I N G MA R I N E Q U E S T - H I D D E N C O V E , L . P . HI D D E N C O V E E N T R A N C E A N D PA R K I N G L O T I M P R O V E M E N T S 20 4 0 0 H A C K B E R R Y C R E E K P A R K R D , TH E C O L O N Y , T X 7 5 0 3 4 2022.810.021 94 9 H i l l t o p D r i v e , W e a t h e r f o r d , T X 7 6 0 8 6 ma i l @ b h b i n c . c o m • 8 1 7 . 5 9 6 . 7 5 7 5 • b h b i n c . c o m TB P E L S F i r m # 4 4 , # 1 0 1 9 4 1 4 6 WARNING TO CONTRACTOR GENERAL UTILITY NOTE TEMP. BENCHMARKS N W E S PH O T O M E T R I C P L A N - E A S T PA R K I N G E01.03 11/7/2023 OL JMS OL ELECTRICAL LEGEND SYMBOL DESCRIPTION LEGEND NOTES: 1.NEW 20'-0" SITE LIGHT WITH ARM AND LUMINAIRE. REFER TO FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE WITH VIBRATION DAMPENER AND FUSING IN BASE. NEW LIGHT POLE, SINGLE ARM & NEW FIXTURE - SEE NOTE 1 NEW LIGHT POLE, DUAL ARM & FIXTURE - SEE NOTE 1 THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY UNDER THE AUTHORITY OF THOMAS E. WILSON, P.E. #127691 ON 11/7/2023. IT IS NOT FOR PERMITTING, CONSTRUCTION, OR ESTIMATING. 15 3 2 3 CHASE 1 MEN 10' CLG. COVR'D ENTRY A A A WOMEN 10' CLG. 1 A A 36" X 48" SHOWER 3 36" X 48" SHOWER A 2 3 36" X 48" SHOWER 3 36" X 48" SHOWER SEATING BENCH AA BENCH SEATING WATER HEATER ABOVE 5: 1 2 24 " O . H . 5: 1 2 5: 1 2 24 " O . H . 5: 1 2 24" O.H.24" O.H. 4 MECH COVR'D ENTRY 5 ' 7' - 1 1 " 9' 7' - 1 1 " 24 ' - 1 1 " 7' 13'-2"9'11'-6" 33'-8" 40'-8" 5' 11 ' - 1 " 2' - 8 " 11 ' - 1 " 5' 24 ' - 1 1 " 34 ' - 1 1 " 2'-10"3'-4"3'-4"3'6'-8"3'-1"3'-3"6'-10" 4:12 12" O.H. Date Sheet Title Sheet No. 1 of 2 Scale SEPT. 22, 2023 La k e L e w i s v i l l e S t a t e P a r k 20 4 0 0 H a c k b e r r y C r e e k P a r d R d . Li t t l e E l m , T e x a s 7 5 0 3 6 North FLOOR PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN 1/4" = 1'-0" 1NEW RESTROOM BUILDING ROOF PLAN SCALE: 1/4" = 1'-0" 15 4 10' T.P. F.F. 5 12 5 12 FRONT ELEVATION SCALE: 1/4"=1'-0" 10' T.P. F.F. SIDING 10' T.P. F.F. 10' T.P. F.F. 15 ' - 1 1 " LEFT ELEVATION SCALE: 1/4"=1'-0" COMP. SHINGLE 5:12 4 12 COMP. SHINGLE 5:12 10' T.P. F.F. 10' T.P. F.F. 15 ' - 1 1 " RIGHT ELEVATION SCALE: 1/4"=1'-0" SMOOTH FACED CMU SMOOTH FACED CMU SMOOTH FACED CMU SMOOTH FACED CMU SMOOTH FACED CMU SMOOTH FACED CMU 15 ' - 1 1 " 10' T.P. F.F. 5 12 5 12 REAR ELEVATION SCALE: 1/4"=1'-0" 10' T.P. F.F. 15 ' - 1 1 " COMP. SHINGLE 4:12 4 12 SMOOTH FACED CMU SMOOTH FACED CMU 4 A A A A A A Date Sheet Title Sheet No. 2 of 2 Scale SEPT. 22, 2023 La k e L e w i s v i l l e S t a t e P a r k 20 4 0 0 H a c k b e r r y C r e e k P a r d R d . Li t t l e E l m , T e x a s 7 5 0 3 6 North ELEVATIONS 1/4" = 1'-0" 2NEW RESTROOM BUILDING 15 5 8' T.P. F.F 1 A 11 ' - 4 " 5 12 FRONT ELEVATION SCALE: 1/4"=1'-0" 8' T.P. F.F 8' T.P. F.F 11 ' - 4 " RIGHT ELEVATION SCALE: 1/4"=1'-0" COMP. SHINGLE 5:12 A A A A 8' T.P. F.F A 11 ' - 4 " 5 12 REAR ELEVATION SCALE: 1/4"=1'-0" HARDIE BOARD SIDING HARDIE BOARD SIDING 8' T.P. F.F 8' T.P. F.F 11 ' - 4 " LEFT ELEVATION SCALE: 1/4"=1'-0" COMP. SHINGLE 5:12 A A A A ROUGH FACED CMU BLOCK ROUGH CMU BLOCK STONE SILL CONCRETE STOOP 8' T.P. F.F 8' T.P. F.F 2 Date Sheet Title Sheet No. 2 of 6 ELEVATIONS Scale North 1/4" = 1'-0" November 6, 2022 FLOOR PLAN SCALE: 1/4" = 1'-0" La k e L e w i s v i l l e S t a t e P a r k 20 4 0 0 H a c k b e r r y C r e e k P a r d R d Li t t l e E l m , T e x a s 7 5 0 3 6 LO D G E 156 1 A 6'-10" HDR. A A 6'-10" HDR. A A 6'-10" HDR. A A 6'-10" HDR. A 6' - 1 0 " H D R . A A 6' - 1 0 " H D R . LODGE VAULTED CLG. 12 ' 18' 1' - 6 " 4' 3' VERTICAL REINFORCEMENT 8" CMU BLOCKS W/ SPRAY IN INSULATION SQUARE FOOTAGE GENERAL NOTES 1. ALL WORK MUST BE DONE ACCORDING TO MANUFACTURE'S SPECIFICATIONS & INDUSTRY STANDARDS. 2. ALL WORK MUST BE DONE ACCORDING TO ALL CONCERNED CODE & REGULATIONS. 3. A STRUCTURAL ENGINEER MUST BE CONSULTED FOR ALL CONSTRUCTION DETAILS. 4. CONTRACTOR TO FIELD VERIFY BUILDING ELEVATIONS AND EXISTING UTILITIES. 5. VERIFY CLEARANCES ARE REQUIRED FOR ALL EQUIPMENT. 6. BEFORE PROCEEDING WITH ANY WORK OR ORDERING ANY MATERIALS, THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND LOCATIONS OF BUILDING COMPONENTS AND THEIR INTERRELATIONSHIP AT THE BUILDING SITE, AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. 7.CONTRACTOR AND/ OR SUBCONTRACTOR IS ULTIMATELY RESPONSIBLE FOR VERIFYING AND MAKING ADJUSTMENTS TO ANY DISCREPANCIES BETWEEN THE PLANS AND THE BUILDING SITE. LODGE A/C 216 S.F. TOTAL UNDER ROOF 216 S.F. WINDOW SCHEDULE DESCRIPTIONSIZEMK. A 3 500 SINGLE HUNG ROOM FINISH SCHEDULE BASEFLOORNAME DOOR SCHEDULE DESCRIPTIONSIZEMK. LODGE EXTERIOR METAL CONCRETE 3 70 0 HARDWARE SETS SET No. 1 - 4.5" X 4" HINGES - PRIVACY LOCK SET - WALL STOP - KICK PLATE - DOOR CLOSER NOTES: PAINT ALL METAL DOOR AND FRAME SURFACES, COLOR TBD. THICK 1 3/4" ---- WALLS CMU PAINTED CEILING T&G PAINTED 1 Date Sheet Title Sheet No. 1 of 6 FLOOR PLAN Scale North 1/4" = 1'-0" November 6, 2022 FLOOR PLAN SCALE: 1/4" = 1'-0" La k e L e w i s v i l l e S t a t e P a r k 20 4 0 0 H a c k b e r r y C r e e k P a r d R d Li t t l e E l m , T e x a s 7 5 0 3 6 LO D G E SHELTER 157 6x8 WD. BEAM 6x8 WD. BEAM 3'-2"10'-8"3'-2" 17' 1' - 9 " 8' - 6 " 1' - 9 " 12 ' CONCRETE SLAB 6x6 TREATED WOOD POST, EMBEDDED IN CONCRETE FLOOR PLAN SCALE: 1/4"=1'-0" 8' T.P. F.SLAB 10 ' - 6 " 6x6 TREATED WOOD POST FRONT ELEVATION SCALE: 1/4"=1'-0" 8' T.P. F.SLAB 6x6 TREATED WOOD POST 10 ' - 6 " SIDE ELEVATION SCALE: 1/4"=1'-0" COMP. SHINGLE 5:12 6x8 TREATED WOOD BEAM 5 12 COLLAR TIES SQUARE FOOTAGE GENERAL NOTES 1. ALL WORK MUST BE DONE ACCORDING TO MANUFACTURE'S SPECIFICATIONS & INDUSTRY STANDARDS. 2. ALL WORK MUST BE DONE ACCORDING TO ALL CONCERNED CODE & REGULATIONS. 3. A STRUCTURAL ENGINEER MUST BE CONSULTED FOR ALL CONSTRUCTION DETAILS. 4. CONTRACTOR TO FIELD VERIFY BUILDING ELEVATIONS AND EXISTING UTILITIES. 5. VERIFY CLEARANCES ARE REQUIRED FOR ALL EQUIPMENT. 6. BEFORE PROCEEDING WITH ANY WORK OR ORDERING ANY MATERIALS, THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND LOCATIONS OF BUILDING COMPONENTS AND THEIR INTERRELATIONSHIP AT THE BUILDING SITE, AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. 7.CONTRACTOR AND/ OR SUBCONTRACTOR IS ULTIMATELY RESPONSIBLE FOR VERIFYING AND MAKING ADJUSTMENTS TO ANY DISCREPANCIES BETWEEN THE PLANS AND THE BUILDING SITE. PATIO 90 S.F. CRONCRETE 204 S.F. TOTAL UNDER ROOF 90 S.F. 1 Date Sheet Title Sheet No. 1 of 3 FLOOR PLAN Scale North 3/16" = 1'-0" November 6, 2022 GENERAL NOTES: 1. NEW ROOF- COMPOSITION SHINGLES OVER 1x6 TONGUE AND GROOVE BOARDS, OVER ROOF RAFTERS. 2. ALL WOOD USED IN WALLS AND ROOF FRAMING EXPOSED TO WEATHER TO BE OF APPROVED PRESSURE-PRESERVATIVES TREATED TYPE. La k e L e w i s v i l l e S t a t e P a r k 20 4 0 0 H a c k b e r r y C r e e k P a r d R d Li t t l e E l m , T e x a s 7 5 0 3 6 FR E E S T A N D I N G P A T I O CONCRETE 204 S.F. 158 CITY OF THE COLONY, TEXAS ORDINANCE NO. 2024-____ SITE PLAN – HIDDEN COVE MARINA AND PARK, ENTRANCE AND PARKING, PHASE I AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, APPROVING A SITE PLAN APPLICATION FOR “HIDDEN COVE MARINA AND PARK, ENTRANCE AND PARKING, PHASE I” PROVIDING FOR 593 ADDITIONAL PARKING SPACES, FORTY ADDITIONAL SHADE SHELTERS, FORTY ADDITIONAL SCREENED SHELTERS AND ENTRANCEWAY IMPROVEMENTS; THE SUBJECT SITE IS LOCATED AT 20400 HACKBERRY CREEK ROAD WITHIN PLANNED DEVELOPMENT 21 (PD-21) AKA HIDDEN COVE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A REPEALER CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Planning and Zoning Commission and the City Council of the City of The Colony, Texas, in compliance with the laws of the State of Texas, and the Code of Ordinances of the City of The Colony, Texas, have given requisite notices and consideration of the site plan application and related plans, and the City Council of the City of The Colony, Texas, is of the opinion and finds that Site Plan Application No. SP23-0006for “Hidden Cove Marina and Park, Entrance and Parking ,Phase I”, providing for 593 additional parking spaces, forty additional shade shelters, forty additional screen shelters, and entranceway improvements; The subject site is located at 20400 Hackberry Creek Road within the Planned Development 21 (PD-21) should be approved. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS: SECTION 1. That the findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2.That the City Council of the City of The Colony, Texas, does hereby approve the Site Plan, Landscape Plan, building elevations and photometric plan applicable to the subject area, copies of which are attached hereto as Exhibit A of this Ordinance. SECTION 3.That it is hereby declared to be the intention of the City Council of the City of The Colony, Texas, that the phrases, clauses, sentences, paragraphs and sections of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this Ordinance, since the same would have been enacted by the City Council without the incorporation of this Ordinance of any such unconstitutional phrase, clause, sentence, paragraph or section. 159 SECTION 4. That any provision of any prior ordinance of the City whether codified or uncodified, which are in conflict with any provision of this Ordinance, are hereby repealed to the extent of the conflict, but all other provisions of the ordinances of the City whether codified or uncodified, which are not in conflict with the provisions of this Ordinance, shall remain in full force and effect. SECTION 5. That this Ordinance shall become effective immediately upon its passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, THIS THE 6TH DAY OF FEBRUARY 2024. ____________________________________ Richard Boyer, Mayor City of The Colony, Texas ATTEST: ___________________________________ Tina Stewart, TRMC, CMC, City Secretary APPROVED AS TO FORM: ___________________________________ Jeffrey L. Moore, City Attorney Exhibit A 160 Agenda Item No:5.3 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: City Secretary Item Type: Resolution Agenda Section: Subject: Discussion and action regarding service of alcohol at Fivestar Park by The Athletic Club. (Shallenburger) Suggested Action: Attachments: 161 Agenda Item No:6.1 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: City Secretary Item Type: Discussion Agenda Section: Subject: A. Council shall convene into a closed executive session pursuant to Sections 551.072 and 551.087 of the Texas Government Code to deliberate regarding purchase, exchange, lease or value of real property and commercial or financial information the city has received from a business prospect(s), and to deliberate the offer of a financial or other incentive to a business prospect(s). Suggested Action: Attachments: 162 Agenda Item No:7.1 CITY COUNCIL Agenda Item Report Meeting Date: February 6, 2024 Submitted by: Kimberly Thompson Submitting Department: City Secretary Item Type: Discussion Agenda Section: Subject: A. Any action as a result of executive session regarding purchase, exchange, lease or value of real property and commercial or financial information the city has received from a business prospect(s), and the offer of a financial or other incentive to a business prospect(s). Suggested Action: Attachments: 163