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HomeMy WebLinkAboutPlanning and Zoning Commission-Worksession-Agenda Packets-09/22/2025 City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION AGENDA 100 Main Street, Colleyville, Texas, 76034 MONDAY, SEPTEMBER 22, 2025 EXECUTIVE CONFERENCE ROOM - THIRD FLOOR 6:15 P.M. 1. CALL TO ORDER 2. PRESENTATION AND DISCUSSION 2a Presentation and discussion of a Special Use Permit for Alcoholic Beverage Sales-On-Premises Consumption on Lot 1R2, Block 2, of the Town Center Colleyville subdivision, located at 1205 Church Street, Case ZC25-025 2b Presentation and discussion of a PUD-R Planned Unit Development - Residential Amendment on Lots 1-34, Block 1, of the Oak Alley subdivision, located at 7211 Oak Alley Drive, Case ZC25-026 2c Presentation and discussion of a Special Use Permit for an accessory dwelling on Lot 4 of Mrs. Eva Paul's Subdivision, located at 1005 Tinker Road, Case ZC25-027 2d Presentation and discussion of a Special Use Permit for an electric vehicle charging station on Lot 1R, Block 1, of the Kroger Addition, located at 4904 Colleyville Boulevard, Case ZC25-028 2e Presentation and discussion of a replat for Lot 3R and Lot 4, Block 1, Meadows Creek Offices Addition, located at 8098 Precinct Line Road, Case PC25-019 3. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Tuesday, September 16, 2025, by 5:00 p.m. Daniel Ponder Planning Manager A quorum of any Colleyville board, commission, or committee may be present at this meeting. Any matter on this agenda may, at the discretion of the governing body, be opened for public comment and discussion. Planning and Zoning Commission Worksession Agenda September 22, 2025 City of Colleyville Page 2 If you plan to attend this public meeting and have a disability that requires special accommodations, please advise the City Secretary at least 48 hours in advance at 817.503.1133, and reasonable accommodations will be made to assist you. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 9/22/2025 Type Public Hearing Agenda Items Department Community Development Title Presentation and discussion of a Special Use Permit for Alcoholic Beverage Sales-On- Premises Consumption on Lot 1R2, Block 2, of the Town Center Colleyville subdivision, located at 1205 Church Street, Case ZC25-025 Explanation Cengiz Yumrutas, the applicant, has submitted a request for a Special Use Permit (SUP) to allow Alcoholic Beverage Sales-On-Premises Consumption on Lot 1R2, Block 2, Town Center Colleyville, being approximately 3.02 acres and zoned CC-2 Shopping Center Commercial, for a restaurant. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map RIVERWALKDRCH U R C H S T PRESERVATIONAVECOLLEYVILLE BLVDSTONEBRIDGEDRSAN GABRIEL AVEOAK TIMBERS CTBLUEBONNET DRSABINE CT NUECES CT CHERRY LN JANET LNHIDDENOAKSDRROSE STF OU R SEASONS DR KINGSWOOD LN ROYAL L N K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-025 1205 Church St Aerial Map RIVERWALKDRCH U R C H S T PRESERVATIONAVECOLLEYVILLE BLVDCOLLEYVILLE BLVDSTONEBRIDGE DRSANGABRIELAVEOAKTIMBERSCTBLUEBONNET DRSABINE CT NUECES CT CHERRY LN JANET LNHIDDENOAKSDRROSE STF O UR SEASONS DR KINGSWOOD LN ROYAL L N R-20 AG CC-1 AG CPO CC-1 PUD-R CN PUD-R PUD-C R-30 R-20 R-20 R-20 CC-2 CC-2 ML AG CC-1 PUD-R AGAG PUD-C CN R-40 K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-025 1205 Church St Zoning Map RIVERWALKDRCH U R C H S T PRESERVATIONAVECOLLEYVILLE BLVDSTONEBRIDGEDRSAN GABRIEL AVEOAK TIMBERS CTBLUEBONNET DRSABINE CT NUECES CT CHERRY LN JANET LNHIDDENOAKSDRROSE STF OU R SEASONS DR KINGSWOOD LN ROYAL L N K Residential Commercial Institutional Colleyville Blvd Corridor Open Space; Parks Water Body Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-025 1205 Church St Future Land Use Map City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 9/22/2025 Type Public Hearing Agenda Items Department Community Development Title Presentation and discussion of a PUD-R Planned Unit Development - Residential Amendment on Lots 1-34, Block 1, of the Oak Alley subdivision, located at 7211 Oak Alley Drive, Case ZC25-026 Explanation Ryan Raybould, the applicant, has submitted a request to amend a PUD-R Planned Unit Development — Residential on Lots 1-34, Block 1, Oak Alley, being approximately 43.5 acres and zoned PUD-R Planned Unit Development — Residential. The request is to remove a 25-foot landscape easement. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Oak Alley Plat 5. Existing Ordinance JOHN MCCAIN RD PEBBLE HILL DRBELLE MEADE DRHOLLY LNBALMORAL DRPETERS PATHSHALIMAR CTSHEPHERDS GLNOAK ALLEY DRH I X CTN O T T O W A Y CT ROSEBROOKCALLOWAY CTTRIANON CTEVANS RDBELLEFONTE LN K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-026 Oak Alley Estates Aerial Map JOHN MCCAIN RD PEBBLE HILL DRBELLE MEADE DRHOLLY LNBALMORAL DROAK ALLEY DRHIXCTN O T T O W A Y CT ROSEBROOKCALLOWAY CTTRIANON CTEVANS RD BELLEFONTE L N RE PUD-R R-40 AG R-20 AG PUD-R PUD-R R-20 PUD-R PUD-R PUD-R R-20 RE R-20 R-20 K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-026 Oak Alley Estates Zoning Map JOHN MCCAIN RD PEBBLE HILL DRBELLE MEADE DRHOLLY LNPETERS PATHSHALIMAR CTBALMORAL DROAK ALLEY DRH I X CTN O T T O W A Y CT ROSEBROOKCALLOWAY CTTRIANON CTEVANS RDBELLEFONTE LN K Residential Institutional Open Space; Parks Water Body Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-026 Oak Alley Estates Future Land Use Map ORDINANCE 0-18-2056 AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP OF THE CITY OF COLLEYVILLE, TEXAS, BY CHANGING THE ZONING ON 43.54 ACRES ON LOTS 11111 AND 11112, BLOCK 1, BEAR CREEK PLANTATION ADDITION, LOCATED AT 1312 JOHN MCCAIN ROAD AND 7309 HOLLY LANE FROM THE AG AGRICULTURAL AND R- 40 SINGLE FAMILY RESIDENTIAL ZONING DISTRICTS TO THE PUD- R PLANNED UNIT DEVELOPMENT - RESIDENTIAL ZONING DISTRICT; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Colleyville has received an application for a rezoning under Case No. ZC18-019; and WHEREAS, the City of Colleyville deems it necessary, for the purpose of promoting the health, safety, morals, or general welfare of the City to enact a new zoning ordinance; and WHEREAS, the City Council has appointed a Planning and Zoning Commission to recommend the boundaries of the various original zoning districts and appropriate regulations be enforced therein and to recommend a new zoning ordinance; and WHEREAS, the Planning and Zoning Commission has divided the City into districts and has prepared regulations pertaining to such districts in accordance with a comprehensive plan designed to lessen congestion in the streets; to secure safety from fire, panic, and other dangers; to promote health, general welfare; to provide adequate light and air; to prevent the overcrowding of land; to avoid undue concentration of population; to facilitate the adequate provision of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the Planning and Zoning Commission, has given reasonable consideration, among other things, to the character of the districts and their peculiar suitability for particular uses, with a view to conserving the value of buildings and encouraging the most appropriate use of land throughout the City; and WHEREAS, the Planning and Zoning Commission of the City of Colleyville and the City of Colleyville City Council, in compliance with the Charter of the City of Colleyville, and State Law with reference to changes to zoning classifications under the Zoning Ordinance 0-18-2056 Page 2 of 12 Ordinance Regulations and Zoning Map, having given the requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all the property owners generally, and to the persons interested and situated in the affected area and in the vicinity thereof, the governing body of the City of Colleyville is of the opinion that said change in zoning should be made; and WHEREAS, The City Council acknowledges the existence of a binding letter of intent between the developer and the Tanglewood HOA dated June 27, 2018 (LOI) containing certain mutual covenants between these two parties related to the development of the property described herein and that said parties intend on performing the covenants contained therein, provided said performance does not expressly conflict with applicable law or this ordinance. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT all the foregoing premises and findings are found to be true and correct and are incorporated into the body of this ordinance as if copied in their entirety. Sec. 2. THAT the Comprehensive Zoning Ordinance of the City of Colleyville, Texas, be, and the same is hereby amended by changing the zoning on 43.54 acres on Lots 1R1 and 1R2, Block 1, Bear Creek Plantation Addition, located at 1312 John McCain Road and 7309 Holly Lane from the AG Agricultural and R-40 Single Family Residential zoning districts to the PUD- R Planned Unit Development - Residential zoning district, as depicted in the attached Exhibit "A" and Exhibit "C", and as described in Exhibit "B". Sec. 3. THAT the Official Zoning Map of the City of Colleyville be amended to incorporate the zoning change approved herein. Sec. 4. THAT the above described tract of land shall be subject to the following conditions: Ordinance 0-18-2056 Page 3 of 12 1. GENERAL a. The purpose of this PUD-R is for a single-family residential development of no more than 34 single- family detached dwelling units. b. This property is subject to all the regulations contained in the Colleyville Land Development Code, except where amended by this Ordinance. c. Temporary fencing shall be installed during development construction. d. All permanent perimeter wall/fencing shall be installed prior to home construction within the development and maintained in perpetuity by the Oak Alley HOA. e. No development -related access shall come from Holly Lane and all construction related activity shall be prohibited within the public ROW along Holly Lane, including without limitation, the operation, parking, and storing of construction equipment or vehicles. 2. CONCEPTUAL PLAN AND PLATTING a. The street layout and arrangement of lots of the subdivision shall be generally consistent with the Preliminary Plat and Development Plan, labeled as Exhibit "C' & "D" respectively. The actual street and lot arrangement presented as a Final Plat may differ from that shown on Exhibit "C" to accommodate topographic, drainage, engineering design limitations, or other conditions. However, the Final Plat shall not differ in the number of lots allowed or any of the specific conditions provided herein. b. The developer shall submit and receive approval from the City a Preliminary Plat and Final Plat in accordance with the requirements of the Land Development Code prior to development of this PUD-R. c. Preliminary Plat shall include measurement of buildable area and lot size for each lot within the development. Ordinance 0-18-2056 Page 4 of 12 d. Pedestrian access easements shall be provided to Holly Lane and John McCain and depicted on the Final Plat. 3. PERMITTED USES a. Single-family residences, detached, and accessory uses/structures per regulations of the R-30 zoning district, except where amended herein. b. Common open space areas c. The existing structure commonly known as the foreman's house (7309 Holly Lane) shall be demolished and removed within twenty-four (24) months of final plat approval. 4. RESIDENTIAL LOT REQUIREMENTS AND SETBACKS Single-family detached residential lot requirements and setbacks shall comply with the following provisions: a. Minimum Lot Size: 26,000 square feet minimum lot size for lots 1 and 3. 30,000 square feet for no more than 32 residential lots. b. Minimum Lot Width: One Hundred feet (100') measured at the building setback line, except pie -shaped cul-de-sac lots 1 and 2, in which case the minimum shall be sixty seven feet (67') at the building setback line c. Front Yard Setback: 30 feet d. Side Yard Setback: 10 feet e. Street Side Setback: 20 feet, except for "key" lots which shall match the front setback of adjacent lots, as shown on the Development Plan Ordinance 0-18-2056 Page 5of12 f. Rear Yard Setback: 25 feet, except where noted below and/or on the Development Plan g. Minimum House Size: 4,300 square feet h. Maximum Lot Coverage: 25 percent i. Lot 29 shall be limited to a single -story structure, and the rear setback shall be no less than 10' from Open Space Lot 10 (setback shall apply to all primary and accessory structures) j. Lots 30, 31, 32, 33, & 34 shall provide for a rear building setback from Open Space Lot 10 of no less than 10 feet setback shall apply to all primary and accessory structures) k. Lots 4, 5, 6, 7, 8, 9, 10 & 11 shall provide for a rear building setback from the western boundary of the landscape and wall easement" of no less than 50 feet setback shall apply to all primary and accessory structures). I. Lots 12, 13 & 14 shall have no accessory structures in the rear yard, behind the primary house and/or garage. S. OPEN SPACE a. This development shall provide not less than approximately 20% common open space, which shall generally be configured as shown in Exhibit "D". All open space areas shall be landscaped and maintained by the Homeowner's Association as described in Exhibit "B". b. All amenities within the open space areas shall be maintained by the Homeowner's Association. A landscape and pond maintenance plan shall be provided in conformance with the Declaration of Covenants, Conditions, and Restrictions as required by this PUD-R and the Perimeter Fencing Exhibits as attached in Exhibit "D". Ordinance 0-18-2056 Page 6of12 c. Landscaping easements along the east border of the development (Tanglewood) to be deeded to the Tanglewood Maintenance Association shall be conveyed and improved within 30 days of the Final Plat being recorded at the county. All green space improvements shall be installed immediately following wall/fence construction and shall be adequately irrigated and maintained to assure compliance with landscape plan. 6. SCREENING a. Perimeter fencing and screening shall be in compliance with the Wall/Fence Diagram included and shown on the Conceptual Site Plan and associated exhibits, labeled as Exhibit "D". b. Wood, plastic or chain -link fencing is not permitted. All front elevation fences, from the front of the house to the side property line, shall be open style fencing of decorative metal, and/or masonry. Double fencing shall be prohibited c. All lots backing to the Common Open Space lots shall be open style fencing of decorative metal, and/or masonry. 7. ARCHITECTURAL FEATURES a. Masonry Requirement - 80% masonry (brick, stone, or stucco over CMU) shall be required on all structures. No EIFS or artificial stucco material (Dryvit systems or Styrofoam products) shall be permitted in the subdivision. b. Garage Standard - Minimum of a three car garage with wood or wood -clad architecturally enhanced doors. c. Minimum Roof Pitch - Minimum of a 10:12 roof pitch unless architecturally required to vary, based on home style and with approval of the HOA's Architectural Review Committee. Ordinance 0-18-2056 Page 7of12 d. Windows — No aluminum windows allowed in the subdivision, only windows of higher quality and efficiency will be allowed. All windows will be insulated glass with a 'glow-e" specification. e. Wood, plastic, PVC, or chain -link type fences shall be prohibited. 8. OTHER a. A minimum of two (2) three-inch caliper trees shall be planted within the front yard of each lot by the homebuilder upon construction of a new home, unless quality existing trees are present and saved. b. Within 60 days of the final inspection/certificate of occupancy being issued for the primary residential structure, all lots must be fully landscaped and irrigated, both front and rear yards. c. The streets within Oak Alley are proposed to be private streets with restricted access (gated). d. Street Design Standards: o Right -Of -Way: Fifty feet (50') o Travel Lane Width: Thirty-one feet (31') back of curb to back of curb o Turning Radii: Fifteen feet (15') e. Street "A" (southbound and northbound), is a divided road, intended to preserve the double row of Live Oaks in the median, with paving in each direction of 25' b/b, in separate 32.5' Private Street ROW's. f. All residences within the subdivision shall contain automatic fire -sprinkler systems g. An enhanced entry feature, as depicted in Exhibit "D" and hereto attached, shall be erected along the John McCain Road frontage and shall serve as the entryway to the development. h. The construction entrance(s) shall be on John McCain Road only. Access from Holly Lane shall be prohibited Ordinance 0-18-2056 Page 8 of 12 including the property commonly known as the foreman's house (7309 Holly Lane). Appropriate construction methods shall be utilized to ensure that the ponds are able to hold the volumes of water contemplated in the final design plans and retain the water in the manner in which the ponds are designed. The north pond shall maintain at least 2 feet of storage capacity over the low water elevation design. All ponds shall be owned and maintained in an appropriate manner by the Oak Alley HOA. j. A water main loop shall be connected to the existing water main on Holly Lane between Lot 23 and Lot 29. Said pipe installation, sizing, and material shall be approved by the City Engineer. k. Pedestrian access to the north pond walking trail shall be provided via public easement from Holly Lane. Storm sewer installation and connection shall be made to drain the area west of Lot 33 (west of Holly Lane) into the new drainage system to be installed along Holly Lane. Said pipe installation, sizing, and material shall be approved by the City Engineer. m. Street lights, and the cost of electricity for the lights, shall be the responsibility of the HOA. Diverters/shields shall be installed on all street lights adjacent to perimeter homes. n. The City reserves the right to revisit this PUD ordinance if the property is not final platted within 48 months of the date of Council approval. o. The project will complete grading to bypass the current discharge location in the floodplain generally in conformance with the concept shown on the attached Drainage Bypass Exhibit" dated 1/28/2019. 9. HOA DOCUMENTS Ordinance 0-18-2056 Page 9of12 a. At a minimum, the agreements, covenants and restrictions establishing and creating the homeowners' association required herein (CCRs) shall contain and/or provide for the following: 1) The initial term of the agreement, covenants and restrictions establishing and creating the homeowners' association shall be for a period of not less than 25 years and, if not established to be perpetual, shall automatically renew for successive periods of not less than 10 years thereafter; 2) The homeowners' association may not be dissolved without the prior written consent of the City Council; 3) Provisions acceptable to the City to ensure the continuous and perpetual use, operation, maintenance and/or supervision of all facilities, structures, improvements, systems, open space or common areas that are the responsibility of the homeowners' association and to establish a reserve fund for such purposes; 4) Provisions prohibiting the amendment of any portion of the homeowners' association's agreements, covenants or restrictions pertaining to the use, operation, maintenance and/or supervision of any facilities, structures, improvements, systems, area or grounds that are the responsibility of the homeowners' association without the prior written consent of the City Council; 5) The right and ability of the City or its lawful agents, after due notice to the homeowners' association, to remove any landscape systems, features or elements that cease to be maintained by the homeowners' association; to perform the responsibilities of the homeowners' association and its board of directors if the homeowners' association fails to do so in compliance with any provisions of the agreements, covenants or restrictions of the homeowners' association, or of any applicable City ordinances or regulations; to assess the homeowners' association for all costs incurred by the Ordinance 0-18-2056 Page 10 of 12 City in performing said responsibilities if the homeowners' association fails to do so; and/or to avail itself of any other enforcement actions available to the City pursuant to state law or City ordinances or regulations; and 6) Provisions indemnifying and holding the City harmless from any and all costs, expenses, suits, demands, liabilities or damages including attorney's fees and costs of suit, incurred or resulting from the City's removal of any landscape systems, features or elements that cease to be maintained by the homeowners' association or from the City's performance of the aforementioned operation, maintenance or supervision responsibilities of the homeowners' association due to the homeowners' association's failure to perform said responsibilities. 7) No boat, marine craft, hovercraft, recreational vehicle, pick-up camper, travel trailer, motor home, camper body or similar vehicle or equipment may be parked in public view for more than 24 consecutive hours within the development. 8) The HOA should make every effort to prevent unsightly structures or uses that can be visible from the neighbors outside the development. 9) Clothes lines or outside washing or drying of clothes shall be prohibited. 10) Garage doors should be of a side -load design or screened from street view and lots in adjacent neighborhoods. 11) Whenever possible, storage/shed buildings should be limited in height to avoid viewing by neighbors and subject to all building setback requirements. 12) Architectural design guidelines that include building rendering/evaluation illustrations. Sec. 5. THAT the above described tract of land shall be used only in the manner and for the purposes provided by the Ordinance 0-18-2056 Page 11 of 12 Comprehensive Zoning Ordinance of the City of Colleyville as heretofore amended, and as amended herein. Sec. 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 Comprehensive Zoning Ordinance of the City of Colleyville, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Sec. 7. THAT if any section, paragraph, subdivision, clause, phrase or provision of this ordinance shall be judged invalid or unconstitutional, the same shall not affect the validity of this ordinance as a whole or any portion thereof other than that portion so decided to be invalid or unconstitutional. Sec. S. THAT in addition to and accumulative of all other penalties, the City shall have the right to seek injunctive relief for any and all violations of this ordinance. Sec. 9. THAT it has been found that there has been a change in conditions in the above described property, it is now necessary that it be given the above zoning classification in order to permit its proper development and in order to protect the public interest, comfort and general welfare, and requires that this ordinance shall take effect immediately from and after its passage. AND IT IS SO ORDERED. The first reading and public hearing being conducted on the 7th day of August 2018. The second reading and public hearing being conducted on the 4th day of December 2018. PASSED AND APPROVED by the City Council of the City of Colleyville, Texas, on this the 19th day of February 2019. Mayor Richard Newton Aye Place 1, Tammy Nakamura Aye Place 3, Kathy Wheat Aye Place 4, George Dodson Aye Mayor Pro Tern Bobby Linda mood Aye Place 5, Chuck Kelley Aye Place 6, Callie Rigney Aye ATTEST: w "" " "— rtr—n Christine Loven, TRMC City Secretary APPROVED AS TO FORM: Whitt Wyatt City Attorney Ordinance 0-18-2056 Page 12 of 12 CIT Y OF C,O LL/EYVILLE d Newton Mayor Exhibit "A" - Location and Zoning Map 0 R-20 AG AG T/ 0 ZC18-019 COLLLLEYVILLE 1312 John McCain RoadA T DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else Is at that party's risk and without liability to the City of Colleyvllle, its officials or employees for any discrepancies, errors, or variances which may exist. and 7309 Holly Lane N Subject Property WI ac Exhibit ""B" - Statement of Planning Objectives OqkA Colleyville, Texas Zoning Narrative-8 Oct. 2018 Burk Collins & Co. LTD, Developer Sage Group Inc., Land Planner Statement of Planning Objectives Oak Alley is a proposed residential neighborhood to be developed by Burk Collins & Co, LTD, under the PUD-R Residential District regulations for residential development in the City of Colleyville. The 43.54 acre property is located on the north side of John McCain Road, just east of Holly Lane (adjacent to the Hidden Acres Addition) and west of, and adjacent to, the Tanglewood Estates gated neighborhood. The property is currently zoned R-40 and AG. The intent here is to rezone the entire property to PUD-R, unifying the property into one cohesive, master planned residential development of the highest quality. There are currently two occupied single-family homes on the two platted properties that make up this proposal. The main home will be worked into the plan; most of the remaining structures will be removed. The surrounding area is, for the most part, fully developed with a combination of PUD-R lots ranging from 15,000 s.f. lots, 30,000 s.f. lots, as well as acre plus sized lots. There are existing subdivisions bordering the subject tract on the entire western, eastern and southern boundaries. The northern boundary is Bear Creek, and is the city limit line. Across the creek is the Timarron Golf Course, and the City of Southlake. The proposed plan, primarily consisting of 30,000 s.f. lots (average of about 38,000 s.f.), and has a range of lot sizes from 26,000 sf minimum, up to several acre plus lots (and one 3.3 acre lot for the existing large home) and open space, would fit in well with the neighborhood, as well as be consistent with the city's Future Land Use Plan. Quality and compatibility with the adjacent residential, as well as the rest of Colleyville is essential, and we have designed this proposal with those goals in mind. The residences planned for Oak Alley will be very upscale, with selling prices estimated to start at around $2.0 million. The development will center upon, and feature, the existing double row of Live Oaks, installed some years ago by the property owner along either side of the drive, the defining feature of the property. This will continue to enhance the vista toward the "plantation house' at the far end by placing a boulevard (divided) road along either side of it. An expanded greenbelt setback will be dedicated along the John McCain frontage, and will be fully landscaped, as will the other open space areas within the project. Open Space-wffl make up over 19% of the project area. Oak Alley will be proposed as a gated community with private streets. A double road, divided entry from John McCain Road, positioned to line up with and take advantage of the central double row of Live Oaks, will provide a distinctive and quality main entry. This divided road will serve as a loop road through the development, with the two entries from John McCain meeting the minimum 100' centerline spacing for two points of emergency access. We propose to build the normal Colleyville street section of 31' (back of curb to back of curb), in a 50' R.O.W., throughout the project, except for the main divided central entry road. There will be a requirement of at least two street trees for every residential lot to be installed by the home builders, adjacent to the street rights of way, unless there are already existing trees there that are saved. We have worked extensively, in conjunction with our neighbors to the east and west, to provide landscape buffers between the existing homes and the future home sites within Oak Alley. All perimeters boundaries will have 25', fully landscaped buffer easements, as shown on the Development Plan. The existing and fully developed storm drainage has been carefully analyzed, and will be designed to meet all city regulations and not adversely affect any neighboring properties. There will be a pond constructed along the Holly Lane frontage- in a landscaped setting, which will double as a storm detention facility, to the extent it is necessary. To encourage pedestrian activity in the neighborhood, sidewalks will be built along the front of each lot, and a connection will be made to the large greenbelt area along Bear Creek, and an amenity for the residents. The scale and orientation of the development has been designed to have an inviting visual flow with the existing neighborhoods and surrounding uses. The design criteria of the homes will create high quality designed homes in keeping with both the immediate neighborhood and Colleyville as a whole. Development Schedule Oak Alley will most likely be developed in one phase, with development commencing upon the successful completion of the zoning and platting and the subsequent approval of the final plat and engineering plans. Construction of homes is anticipated to start immediately upon completion of the subdivision's infrastructure. Economic Development Information Oak Alley will have a total of thirty five (35) homes, each with an estimated average value upon completion of $2,570,000, resulting in an overall tax base of over $90,000,000. At the current tax rate of 2.339023%, the total taxes generated from the development are projected to be $2,105,120, with over $300,000 generated directly for the City at buildout. Development Standards Permitted Land Use: Single Family Residential Detached Minimum House Size: 4,300 square feet. Minimum Lot Area: 26,000 s.f. (Average about 38,000 s.f.) Minimum Lot Width: One Hundred feet (100') measured at the building setback line, except pie -shaped cul-de-sac lots 1 and 2, in which case the minimum shall be sixty seven feet (67') at the building setback line. Front Yard Setbacks: Thirty feet (30') back of the property line Rear Yard Setbacks: Twenty Five feet (25') Side Yard Setbacks: Ten feet (10'). Street -facing Side Yard: Side yard setbacks on the street side of a corner lot, fronting on another street, shall be 20', except for "key" lots which shall match the front setback of adjacent lots, as shown on the Development Plan. Street Standards: The streets within Oak Alley are proposed to be private streets with restricted access (gated). All undivided sections will be built to the standard street section of 31' b/b paving, in a 50' Private Street ROW. Street "A" (southbound and northbound), is a divided road, intended to preserve the double row of Live Oaks in the median, with paving in each direction of 24'b/b, in separate 32.5' Private Street ROW's. Minimum Roof Pitch: Minimum of a 10:12 roof pitch, unless architecturally required to vary, based on home style. Garage Standard: Minimum of a three car garage with wood -like, architecturally enhanced doors. Masonry Requirement: The dominant exterior vertical wall area of each structure, exclusive of doors and windows, shall be masonry (brick, stone, or stucco over CMU block) or other material solely determined by the Committee. No more than 20% of the exterior vertical wall to be authentic lath and stucco application over wood framing. Dryvit systems or Styrofoam products are not acceptable. The exterior of chimney flues shall be of masonry material acceptable to the Committee. Installation of all types of exterior items and surfaces such as address numbers or external ornamentation, lights, mail chutes, mailboxes, roofing materials and exterior paint or stain, shall be subject to the approval of the Committee as to size, design, materials color, manufacturer and location. Additional Elevation Requirements: All plans will be reviewed by the Oak Alley Architectural Review Committee, and will comply with a set of Design Guidelines which will be developed to assure structures and site features of the highest quality. Elevations will have a hierarchy of plate dominance featuring custom front doors and entrances, - balanced architectural features and interests with natural tones for paint and exterior finishes. The elevations on all "four sides" shall be addressed in the design to present a finished appearance. Roofing will match the architectural style. Slate, tile or standing seam metal are examples. Each elevation should add interest to the entire streetscape. Windows: No aluminum widows allowed in the subdivision, only windows of higher quality and energy efficiency will be allowed. All windows will be insulated glass with a "low-e" specification. Fencing: Wood fencing between lots is not permitted. All front elevation fences, from the front of the house to the side property line, shall be open style fencing of decorative metal, and/or masonry. All lots backing to the Common Open Space shall be open style fencing of decorative metal, and/or Masonry. Where lots back to existing residential lots with fences, the existing fence shall be kept, maintained or improved in coordination with each owner, as shown in the diagram on the Development Plan and associated detailed diagrams. Where open space lots border adjacent properties, either the existing fence will be maintained or improved, or a decorative masonry or metal fence will be installed, all in cooperation with the adjacent property owner, according to the detailed plans submitted with zoning. All perimeter walls and fences shall be installed prior to any vertical home construction. Streetscape Standards: Minimum of two (2) three-inch (3") caliper trees per front yard, unless quality existing trees are present and saved. Fully landscaped and sprinklered front and rear yard within sixty days of completing a house. Open Space Maintenance: The open space lots within the subdivision shall be maintained in a consistent, uniform manner by the Oak Alley Homeowners Association through dues collected from the individual homeowners. Membership in the Homeowner's Association is mandatory. Street Design Standards: Right of Way: Fifty feet (50') (Undivided), Thirty Two, one half feet (325) (each side of divided entry road) Travel Lane Width: Thirty-one feet (31% back of curb to back of curb (undivided) Twenty-four feet (24% back of curb to back of curb) (divided) Turning Radii: Fifteen feet (15') Open Space Standards: Except for the natural tree preservation areas, the Common Open Space shall be fully landscaped and irrigated with a combination of trees and shrubbery pursuant to an approved landscape plan. The Common Open Space shall be owned, operated and maintained by Oak Alley Homeowners Association which shall have a mandatory membership of all homeowners and shall collect dues in amounts satisfactory to maintain the Common Open Space. The Association shall have fine and lien rights as permitted by law to enforce compliance with the rules of the association. Signage: A monument sign identifying the subdivision shall be built at the gated entry from John McCain Road. Exhibit " " - Development Plan Exhibit o ff. II - IEgg 1, 1114 H § 6 iis etcfig F i a mauve TAT VAS ddAA IddbeEfow.,m vnnxo JOHN MCCAIN ROAD THE ENTRY OAK ALLEY 1 p m 0 EWK GATE MEDIAN ORNAMENTAL METAL FENCIN 4 C ORNAMENTAL METAL FENCE D LOW STONC WAIL WITH E ORNAMENTAL F DCCORATIVC ECRCCN WALL KTfH CpLL1N TERMINUS ORNAMENTAL METAL FENCE METAL FENCE SCREENING WALLS SiF & ORNAMENTAL FENCING OAK ALLEY EXHIBIT i....00. aoo. rt. . THE ENTRY OAK ALLEY aoeo v= ELEVATION OF THE ENTRY OAK ALLEY aM W W / Wesnn BouiWry LnWopaeuwnrx' beSlGea SmiAmBm Eb huM+ry UM 6wrerR leVMxSttdhaaoa L ... S.." . cvraaia•sm J L TYtIANON eO U--T fin Landscape Easement Plantings Oak Beal Crtek %aMatim, IM IPI &rcX 16IM Ifl3 &xk 1 (day COLUMN, LOW WALLIRONPENCE M COLUMN & IRON PENCE 1 yI • U 1. SPACE Y i a OPEN ^C'_rG:..l, i-r_C Jam._.. i GAZEBO j PLAN OF OPEN SPACE WITH GAZEBO OAK ALLEY Spa" 1261 g„ 1 , O6sf. I I 4 I I I I I 1 33,861 s.F. 111 30,761 sf. ' i 30,3 9 s.f. i 30,063 s.(. III S I11 30,041s I 26,007s.f' 1 1 30r408 s. f. 1 ,I I :I III{ I11 P i I11 RS landua &Wall Fsm( s` ( I Sp. 1. i {0.1 I v L N 25,0nduapeRWallEsmt. tl ta d i z r , A` 1 1 I 10 I' I I s.E I 30403 s.f 30,361 of .I lil 0 I I I 32,206 s f. I /` I I I I I 111 Ill) I 11 jo'.ora.aye 6 I1 z R M 'I I I1 I Izs.l J l3 3I I yf 2' 1an q Wall h mt jr- vjgl vN" / mr. , FWrMscePe i as - • • • • - • - • I I 35 I I d i 1 j 1 1 30,024sfr 34 I I IIs'-'33 e,2 I 3134574s`If 1 37,052 s f I I I J 93 s.f I I 33, 98 sC 1 30'- F•I _I — — I I 30,011 s.f.. h Aljii i s I I I z 3:• 22 r 1M a i 1 ti + Lia •" b. l L / e I r \ i I 5 5€ jr 1 _ DDD Iaa sn PRELIMINARY UTILITY PLAN DEOTTE6INC. a OAR ALLEY COLLEYVILLE. TEXAS ^`"" SVXHI '7771A HTI03 AHTIV NO Vr'S-lip laass=nn SISKIVNV e e iNI $1 LO Q RDVNIVNQ ANVN6YPmld u91eS 444 1 AI. L-i£wr. !r n3, a-i31e YiWiiws'6Y'33I, 1 I I g Rog g neliIII Q@@g@€! s' R''S @Q R lk,4@R'S Q61g' pIIHI ggpjY3ig $ sRsY ; I §.Ti It: P'SSSi §q"ptll 5i8S eiS7. Jill i° a° p iag@ PHIege5a§sa@ Se@R9s a 1141111 R@E l OFF !° aJill II i if'- RESOLUTION R-20-4469 A RESOLUTION APPROVING A FINAL PLAT FOR THE OAK ALLEY ADDITION WHEREAS, the Planning and Zoning Commission recommended approval of the Final Plat for the Oak Alley Addition on January 13, 2020. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the Final Plat for Oak Alley Addition on approximately 43.536 acres, attached as Exhibit "A" - Plat Exhibit, is hereby approved. AND IT IS SO RESOLVED. APPROVED BY A VOTE OF 7 AYES, 0 NAYS, ON THIS THE 4T" DAY OF FEBRUARY 2020. Mayor Richard Newton Aye Mayor Pro Tern Bobby Lindamood Aye Place 1, Tammy Nakamura Aye Place 5, Chuck Kelley Aye Place 3, Kathy Wheat Aye Place 6, Callie Rigney Aye Place 4, George Dodson Aye ATTEST: e kt Christine Lover, TRMC City Secretary CITY OF^COLLEYVILLE nl Richard Newton Mayor Exhibit "A" - Plat Exhibit Zpp ep l r s see c`1. oc s°°Tx A.a V . p0 e\ me .ovso'eFV EN'P od s cur aF c°L L \ IILE:i.9 LOT ieGcgy'm 4 A Lwv PIZ or i vmew AT21 kls I L k mrac P I_ _ t SGVMKE s n el I CCU FvJuIF th vN 1..-.. LOT.. w.a,dK a•, e:.u.._.a ....,.v.—c_= l—;_ a wf`I r EJ Ap I le'I I I Q L alc ay S., SS mxn nrzurx xoam-a; -- w MILLER 4 y31., —_ I u.. .. • "" x FINAL PLATSOAKALLEYESTATES dd. wn•uww.nn IATS ITI IRI.))4 AVO OrRarACF IOTS 05-I TI IRG C)S-lo nRfIN ^i1)3fi Rrs Ot ft (1fT11f llAll llfllNS'IR\fV, y A I(1JI NDTI ir, \II SIIRVfVA 071, C i n..1..,m n Ill i I—x I.n 11 uu in xo. ),oie a6i vi61)Oi6 f nel aY i City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 9/22/2025 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Special Use Permit for an accessory dwelling on Lot 4 of Mrs. Eva Paul's Subdivision, located at 1005 Tinker Road, Case ZC25-027 Explanation Amy Hoffmann, the applicant, has submitted a request for a Special Use Permit for an accessory dwelling unit on Lot 4, Mrs. Eva Paul’s Subdivision, being approximately 1.02 acres, and zoned R-40 Single Family Residential. The proposed unit would be approximately 375 square feet, on the property. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives PL E A S A N T R U N R D PONDEROSA ST S A P P H I R EC IR SSHELTON DR EMERALD DRRONNA CTCOOKS CT HARDAGE LN E M E R A L D CT TINKER RDDIAMONDCT HUNTER LNPARK CTL D LOCKETT RDCOOKS LN WALLERLNCALDWELL HUGHES RDK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-027 1005 Tinker Rd Aerial Map PONDEROSA ST SAPPHIRE CIRSEMERALD DRPL E A S A N T R U N R D SHELTON DR RONNA CTCOOKS CT HARDAGE LN E M E R A L D CT TINKER RDDIAMONDCTL D LOCKETT RDHUNTER LNPARK CTCOOKS LN WALLERLNCALDWELL HUGHES RDAG R-20 R-30 R-30 R-40 AG R-30 R-40 R-20 R-40 R-40 R-30 AG R-40 R-20 R-40 R-30 R-40 PUD-R R-40 R-40 R-30 AGAG AG R-20 R-20 R-40 R-40 AG AG AG R-40 R-40 K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-027 1005 Tinker Rd Zoning Map PL E A S A N T R U N R D PONDEROSA ST S A P P H I R EC IR SSHELTON DR EMERALD DRRONNA CTCOOKS CT HARDAGE LN E M E R A L D CT TINKER RDDIAMONDCT HUNTER LNPARK CTL D LOCKETT RDCOOKS LN WALLERLNCALDWELL HUGHES RDK Residential Institutional Colleyville Blvd Corridor Open Space; Parks Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-027 1005 Tinker Rd Future Land Use Map City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 9/22/2025 Type Public Hearing Agenda Items Department Community Development Title Presentation and discussion of a Special Use Permit for an electric vehicle charging station on Lot 1R, Block 1, of the Kroger Addition, located at 4904 Colleyville Boulevard, Case ZC25-028 Explanation Jannet Cabrera, the applicant, has submitted a request for a Special Use Permit for an electric vehicle charging station on Lot 1R, Block 1, Kroger Addition, being approximately 6.6 acres, and zoned CC-2 Shopping Center District. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Site Plan COTTAGE OAK LN MAPLEWOOD TRMAIN ST GLADE R D PLEASANT RUN RDVILLAGE LNC E N T E R P A R K D R COLLEYVILLEBLVDBRANSFORD RDTHOMPSONTERRC A S A LN PIAZZA LN LAKEWOODDRSHADOWOOD RDTERRA COTTA WAY SHADOWOOD TRBLACK DR LLOYD CIR V E R A N D A LN BEDFORD RDLAKESHORECTMI SSI ONLNFORD CTOLD GLADE RD GLADE CREEK DRK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-028 4904 Colleyville Blvd Aerial Map COTTAGE OAK LN MAPLEWOOD TRMAIN ST GLADE R D PLEASANT RUN RDVILLAGE LNC E N T E R P A R K D R COLLEYVILLEBLVDBRANSFORD RDTHOMPSONTERRC A S A LN PIAZZA LN LAKEWOODDRSHADOWOOD RDTERRA COTTA WAY SHADOWOOD TRBLACK DR LLOYD CIR V E R A N D A LN BEDFORD RDLAKESHORECTMI SSI ONLNFORD CTOLD GLADE RD GLADE CREEK DRK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-028 4904 Colleyville Blvd Zoning Map COTTAGE OAK LN MAPLEWOOD TRMAIN ST GLADE R D PLEASANT RUN RDVILLAGE LNC E N T E R P A R K D R COLLEYVILLEBLVDBRANSFORD RDTHOMPSONTERRC A S A LN PIAZZA LN LAKEWOODDRSHADOWOOD RDTERRA COTTA WAY SHADOWOOD TRBLACK DR LLOYD CIR V E R A N D A LN BEDFORD RDLAKESHORECTMI SSI ONLNFORD CTOLD GLADE RD GLADE CREEK DRK Residential Commercial Institutional Colleyville Blvd Corridor Open Space; Parks Water Body Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-028 4904 Colleyville Blvd Future Land Use Map I7636 7643 8087 T I E FF ELEV. = 624.56±WWUGE OHESTOPSTOPSTOPSTOPSTOPSTOPSTOP STOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOP STOPSTOPSTOPSTOPLVSB MVTNO PARKINGNO PARKINGNO PARKINGRCOLLEYVILLE BLVDGLA D E R D EXISTING WALMART NEIGHBORHOOD MARKET STORE NO. 5614 54,998 SQ. FT. 177. 7'W GL A D E R D PR PR PR PR PR PR PR PR PR PR C1 C2 C2 C2 C2 C2 PC PC PC PC PCPC PC PC PC PC PC PC PC C1 C1 C2 C2 C1 PC C1 C1 C1 178.9'145.4'743.4 ' 40.8'319.4 '55.3'33.3'158.7'15.3'76.7'103.1 ' 61.9'33.3'1 0 0 . 7 '55.0 '124.5'242.9'169.9'222.6'40.7'266.0' 19.2'159.2'43.7'34.8'6.1'59.5 ' 137.4'20.2'PROPERTY LINE (TYP.) 40' BUILDING LINE CABINET A, SLIDE 1029 P.R.T.C.T. PARCEL 179 PART 1 PERMANENT EASEMENT INST. NO. D217208166 O.P.R.T.C.T. 15' UTILITY AND DRAINAGE EASEMENT CABINET A, SLIDE 1029 P.R.T.C.T. EXISTING 30' FIRE LANE EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING CONCRETE PAVEMENT PARKING LOT PROPOSED ±800 SF OF LANDSCAPE AREA GLADE RD COLLEYVILLEBLVD GLADE RD W GLADE RDVILLAGE LNSHADOWCOD RDPROJECT SITE DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 616-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:50:40 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\CAD\PlanSheets\SUP Submittal JMC CO CO DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WALMART NEIGHBORHOOD MARKET #5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 08/21/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:9/15/2025 SHEET TITLE SHEET SIZE: 36"x24" JMC CO CO NOR T H 0 GRAPHIC SCALE IN FEET 10050 200 SCALE: 1" = 100' WHEN PRINTED AT FULL SIZE (24" x 36")This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. SITE PLAN & LANDSCAPE PLAN for EXISTING WALMART NEIGHBORHOOD MARKET Lot 1R, Block 1, KROGER ADDITION INST. NO. D212009455 City of Colleyville, Tarrant County, Texas 6.61 acres Zone: CC2 Date of Preparation: Aug. 20, 2025 ENGINEER / APPLICANT KIMLEY-HORN AND ASSOCIATES 2400 N. CENTRAL EXPRESSWAY, SUITE 400 RICHARDSON, TX 75080 PHONE: (972) 471-9423 CONTACT: ERIC JEON THE PURPOSE OF THIS SITE PLAN SUBMITTAL IS TO SHOW THE ADDITION OF (4) LEVEL 3 EV CHARGING STATIONS TO AN EXISTING WALMART PARKING LOT. AN EXISTING LANDSCAPE ISLAND WILL BE EXPANDED TO HOUSE THE PROPOSED ELECTRICAL EQUIPMENT TO POWER THE PROPOSED CHARGING STATIONS. THE UTILITY POINT OF CONNECTION IS SHOWN PER KIMLEY-HORN'S COORDINATION WITH ONCOR ELECTRIC SERVICES. OWNER WAL-MART REAL ESTATE BUSINESS TRUST 2608 SE J STREET BENTONVILLE, AR 72712 PHONE: (903) 814-2571 CONTACT: JEREMY HOWARD SURVEYOR KIMLEY-HORN AND ASSOCIATES 400 N. OKLAHOMA DR., SUITE 105 CELINA, TX 75009 PHONE: (972) 703-9693 CONTACT: MICHAEL SWAYNE, R.L.S. LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES 6160 WARREN PARKWAY, SUITE 210 FRISCO, TX 75034 PHONE: (972) 731-3807 CONTACT: LEAH CAMPBELL, P.L.A. VICINITY MAP (NOT TO SCALE)NORTH SITE PLAN DATA SUMMARY TABLE LOT AREA 285,160 S.F. BUILDING AREA 54,998 S.F. PARKING REQUIRED 275 SPACES PARKING PROVIDED 229 SPACES ZONING OF PROPERTY COMMERCIAL (CC2) PROPOSED LAND USE COMMERCIAL (CC2) CURRENT LAND USE COMMERCIAL (CC2) LANDSCAPE AREA REQUIRED 57,032 S.F. LANDSCAPE AREA PROVIDED 61,420 S.F. BUILDING HEIGHT 30.75 FEET PARKING AND BUILDING AREA 223,342 S.F. PERCENT OF LOT COVERAGE 78.32% FLOOD HAZARD AREA NOTE THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE X, AN AREA DETERMINED TO BE 0.2% ANNUAL CHANCE FLOOD; AS GRAPHICALLY SHOWN ON FIRM MAP COMMUNITY PANEL NUMBER 48439C0095K, EFFECTIVE DATE 09/25/2009. G0.0 COVER SHEET & SITE PLAN DESCRIPTIONTAG ZONING KEYNOTES CC1 : VILLAGE RETAIL CC2 : SHOPPING CENTER PUD-R : PLANNED UNIT DEVELOPMENT, RESIDENTIAL PUD-C : PLANNED UNIT DEVELOPMENT, COMMERCIAL C1 C2 PR PC PURPOSE STATEMENT: LAND USE LEGEND RESIDENTIAL COMMERCIAL SHEET INDEX SHEET NUMBER SHEET TITLE G0.0 COVER SHEET & SITE PLAN G2.0 CHARGER SPECIFICATION T0.0 TREE PRESERVATION PLAN T1.0 TREE PRESERVATION DETAILS T2.0 TREE PRESERVATION SPECIFICATION L0.0 LANDSCAPE PLAN L1.0 PLANTING DETAILS I0.0 IRRIGATION PLAN I1.0 IRRIGATION DETAILS C1.0 ENGINEERING PLAN C2.0 EROSION CONTROL PLAN C3.0 EROSION CONTROL DETAILS E1.0 ONCOR DESIGN EV CHARGER SPECIFICATIONS AMERICANS WITH DISABILITIES ACT ACCESSIBILITY REQUIREMENTS EV CHARGER OPERATIONAL REACH & ACCESSIBILITY SPECIFICATIONS G2.0 CHARGER SPECIFICATION 0.16 in.0.16 in.7.60'7.14'3.68'1.11'2.40' 2.00'7.34'2.80' 0.31'7.34'3.71'3.37'0.35' 2.18'3.49'0.45'0.10' 16.4' 2.62'. in ft. 2.62'. 2.62'. 16.4' 24.6' 13.1' 21.3' 16.4' DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER0123456 789No.BYDATEISSUE BLOCK10DESIGNED AND PROVIDED BY OTHERS2600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 616-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:51:00 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\CAD\PlanSheets\SUP Submittal DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WALMART NEIGHBORHOOD MARKET #5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 08/21/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:9/15/2025 SHEET TITLE SHEET SIZE: 36"x24" TBD N/A N/A N/A LV S B MVTNO PARKINGNO PARKINGNO PARKINGI EWWWWWWWWWWWWW WWWWUG E UG E UG E U G E U G E U G E UGEUGESTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPLIM I T O F W O R K LIM I T O F W O R K LIMIT OF WORKLIMIT OF WORKTREE PROTECTION FENCING, REF. DETAILS SHEET 7882 EXISTING WALMART NEIGHBORHOOD MARKET STORE NO. 5614 54,998 SQ.FT SITE ANALYSIS TABLE (EXISTING STORE) TOTAL BUILDING AREA EXISTING PROPOSED 54,998 S.F.54,998 S.F. REQUIRED PARKING (PER CITY OF COLLEYVILLE) REQUIRED PARKING RATIO (PER CITY OF COLLEYVILLE) 275 SPACES 5.00 / 1,000 S.F. 275 SPACES 5.00 / 1,000 S.F. CUSTOMER AND ASSOCIATE PARKING ACCESSIBLE PARKING EV PARKING PICKUP PARKING CART CORRALS 203 SPACES 8 SPACES 0 SPACES 13 SPACES 5 SINGLE / 0 DOUBLES 195 SPACES 8 SPACES 8 SPACES 13 SPACES 5 SINGLE / 0 DOUBLE PROPOSED TOTAL PARKING (INCLUDING PICKUP STALLS) PROPOSED PARKING RATIO (INCLUDING PICKUP STALLS) 224 SPACES 4.07 / 1,000 SF 224 SPACES 4.07 / 1,000 SF PARKING NOTES: 1.EXISTING WALMART BUILDING SF CONFIRMED VIA THE STORE EXPANSION LIST DOCUMENT THAT HAS BEEN PROVIDED BY EV PMD (KEVIN BUTZLAFF) ON 2/4/2025. 2.PARKING AND STORAGE OF VEHICLES, EQUIPMENT, OR STAGING AREAS OUTSIDE OF THE FENCED AREA IS NOT ALLOWED. 3.CITY OF COLLEYVILLE PARKING RATIOS REFERENCE CODE OF ORDINACNES SEC 3.29 - PARKING REQUIREMENTS. 4.EXISTING PARKING COUNTS ARE BASED ON ORIGINAL CONSTRUCTION PLANS AND SITE WALK COMPLETED BY KIMLEY-HORN ON 5/27/2025 DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 617-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:05:25 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\Landscape\DESIGN\01 Permit-Code\Plansheet LMC TTF BTM NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WM 5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 09/15/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:09/15/2025 SHEET TITLE SHEET SIZE: 36"x24" Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. .HI A AHCSTE EC CTTESALETST AIREG 02 O F 9 0 ET XM R LDRE CAANDS M EP A BP ELLDOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION 08/22/2025 TREE PRESERVATION PLAN T0.0 NORTH NOTE: ALL TREES ARE TO BE PROTECTED FROM DAMAGE. NO VEHICULAR PARKING, STORAGE OF MATERIALS OR EQUIPMENT , CLEANING OF EQUIPMENT, EQUIPMENT WASH OUT OR ANY OTHER ACTION WHICH MAY CAUSE AN ADVERSE AFFECT ON EXISTING OR FUTURE PLANTING IS TO OCCUR IN OR AROUND TREES IN LANDSCAPE AREAS WHICH MAY BE AFFECTED. NOTE: THESE DRAWINGS ARE BASED OFF OF THE BEST INFORMATION AVAILABLE AT THE TIME AND NOT FROM A CERTIFIED SURVEY. KIMLEY-HORN CAN NOT CONFIRM ACCURACY BECAUSE OF THIS. ALL WORK SHOULD BE CONFIRMED BY THE CLIENT AND/OR CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. LEGEND TREE TO BE REMOVED EXISTING TREE TREE PROTECTION FENCE NOTE: CONTRACTOR TO ENSURE ALL EXISTING TREES MEET 6' TRUNK HEIGHT REQUIREMENT.COMMERCIALCOMMERCIALGLADE ROAD TREE PERSERVATION CHART Tree #DBH COMMON NAME BOTANICAL NAME STATUS 7636 16"LIVE OAK Quercus virginiana REMAIN 7643 22"LIVE OAK Quercus virginiana REMAIN 7882 20"LIVE OAK Quercus virginiana REMAIN 7994 24"LIVE OAK Quercus virginiana REMAIN 8087 10"SHUMARD OAK Quercus shumardii REMAIN 17643 22"LIVE OAK Quercus virginiana REMAIN CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE ALIGNMENT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. MULCH LAYER 2'-3' MIN.REF. PLANSREF. PLANS FOR LOCATION OF BORING START/END POINT (OPEN TRENCH SECTION) CONTRACTOR TO BORE UNDER THE CROWN DRIPLINE OF THE TREE. DO NOT BORE DIRECTLY UNDER THE TRUNK OF THE TREE. REF. PLANS FOR OFFSET DIMENSION FROM TREE TRUNK AND LENGTH OF BORE TREE PROTECTION FENCE TREE PROTECTION SIGN ROOT PRUNING TRENCH(TYP., REF. TREE AND PLANT PROTECTION SPECIFICATIONS)6" (TYP.) NOTES: 1.REF. DETAIL A THIS SHEET FOR TREE PROTECTION FENCE INSTALLATION. 2.REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TREE PROTECTION - UTILITY BORING UNDER CROWN DRIPLINE BScale: NTS TRUNK PROTECTION, REF. DETAIL D THIS SHEET CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE LAYOUT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS TREE PROTECTION FENCE AND POSTS (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) 5" THICK LAYER OF MULCH. DO NOT MULCH AREA WITHIN 6" TO 12" OF TREE TRUNK (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) TREE PROTECTION SIGN SPACED EVERY 50' O.C. MINIMUM ALONG THE FENCE (REF. ENLARGEMENT) 8'-0" (TYP.) 6" (TYP.) NOTES: 1.SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR WATERING AND OTHER ADDITIONAL REQUIREMENTS. 2.ALL TREE AND ROOT PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN I.S.A. CERTIFIED ARBORIST. ARBORIST SHALL MAKE ALL FINAL ROOT PRUNING RECOMMENDATIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PRUNING OPERATIONS. 3.NO EQUIPMENT SHALL OPERATE INSIDE THE TREE PROTECTION FENCE INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 4.TREE PROTECTION FENCE LAYOUT AND INSTALLATION TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION ACTIVITY. TYPICAL TREE PROTECTION FENCING AScale: NTS KEEP OUT TREE PROTECTION AREA NO ENTRY PROJECT ARBORIST PHONE # GENERAL CONTRACTOR PHONE # ·NO HEAVY EQUIPMENT ·NO PARKING ·NO STORAGE ·NO DUMPING ·NO GRADING24"36" TREE PROTECTION SIGN ENLARGEMENT ZONA DE PROTECCION PARA ARBOLES NO ENTRE ·NO EQUIPAMIENTO PESADO ·NO ESTACIONAR ·NO ALMACENAJE ·PROHIBIDO TRIAR BASURA ·NO EXCAVAR ARBORISTA DEL PROYECTO TELEFONO # CONTRATISTA GENERAL TELEFONO # NOTE: CONTRACTOR TO PROVIDE PHONE NUMBER INFORMATION NOTES: 1.REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL INFORMATION.4'-0"6"VARIES BASEDON ROOT FLARETRUNK PROTECTION DScale: NTS CLOSED CELL FOAM PAD 2" x 4" WOODEN PLANKS STEEL STRAPS STAPLED TO PLANKS 6"DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 617-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:05:38 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\Landscape\DESIGN\01 Permit-Code\Plansheet LMC TTF BTM NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WM 5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 09/15/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:09/15/2025 SHEET TITLE SHEET SIZE: 36"x24" Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS..HI A AHCSTE EC CTTESALETST AIREG 02 O F 9 0 ET XM R LDRE CAANDS M EP A BP ELLDOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION 08/22/2025 TREE PRESERVATION DETAILS T1.0 DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 617-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:05:40 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\Landscape\DESIGN\01 Permit-Code\Plansheet LMC TTF BTM NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WM 5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 09/15/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:09/15/2025 SHEET TITLE SHEET SIZE: 36"x24" Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS..HI A AHCSTE EC CTTESALETST AIREG 02 O F 9 0 ET XM R LDRE CAANDS M EP A BP ELLDOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION 08/22/2025 TREE PRESERVATION SPECIFICATION T2.0 SECTION 015639: TREE AND PLANT PROTECTION PART 1 GENERAL 1.1 SUMMARY A.THE SCOPE OF WORK INCLUDES ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, FACILITIES, TRANSPORTATION AND SERVICES NECESSARY FOR, AND INCIDENTAL TO PERFORMING ALL OPERATIONS IN CONNECTION WITH PROTECTION OF EXISTING TREES AND OTHER PLANTS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1.PROVIDE PRECONSTRUCTION EVALUATIONS 2.PROVIDE PROTECTION OF ROOT ZONES AND ABOVE GROUND TREES AND PLANTS 3.PROVIDE PRUNING OF EXISTING TREES AND PLANTS. 4.COORDINATE WITH THE REQUIREMENTS OF THE SPECIFICATIONS FOR MODIFICATIONS TO THE SOIL WITHIN THE ROOT ZONE OF EXISTING TREES AND PLANTS. 5.PROVIDE ALL INSECT AND DISEASE CONTROL. 6.PROVIDE MAINTENANCE OF EXISTING TREES AND PLANTS INCLUDING IRRIGATION DURING THE CONSTRUCTION PERIOD AS RECOMMENDED BY THE ARBORIST REPORT. 7.PROVIDE MAINTENANCE OF EXISTING TREES AND PLANTS INCLUDING IRRIGATION DURING THE POST CONSTRUCTION PLANT MAINTENANCE PERIOD. 8.REMOVE TREE PROTECTION FROM AROUND AND UNDER TREES AND PLANTS. 9.CLEAN UP AND DISPOSAL OF ALL EXCESS AND SURPLUS MATERIAL. 1.2 CONTRACT DOCUMENTS A.SHALL CONSIST OF SPECIFICATIONS AND GENERAL CONDITIONS AND THE DRAWINGS. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE DOCUMENTS ARE TO BE CONSIDERED AS ONE. WHATEVER IS CALLED FOR BY ANY PARTS SHALL BE AS BINDING AS IF CALLED FOR IN ALL PARTS. B.IT IS THE INTENT OF THIS SECTION THAT THE REQUIREMENTS APPLY TO ALL OTHER SECTIONS OF THE PROJECT SPECIFICATION SUCH THAT ANY SUBCONTRACTOR MUST COMPLY WITH THE RESTRICTIONS ON WORK WITHIN DESIGNATED TREE AND PLANT PROTECTION AREAS. 1.3 RELATED DOCUMENTS AND REFERENCES A.RELATED DOCUMENTS: 1.DRAWINGS AND GENERAL PROVISIONS OF CONTRACT INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 2.IRRIGATION SPECIFICATIONS 3.PLANTING SPECIFICATIONS B.REFERENCES: THE FOLLOWING SPECIFICATIONS AND STANDARDS OF THE ORGANIZATIONS AND DOCUMENTS LISTED IN THIS PARAGRAPH FORM A PART OF THE SPECIFICATION TO THE EXTENT REQUIRED BY THE REFERENCES THERETO. IN THE EVENT THAT THE REQUIREMENTS OF THE FOLLOWING REFERENCED STANDARDS AND SPECIFICATION CONFLICT WITH THIS SPECIFICATION SECTION, THE REQUIREMENTS OF THIS SPECIFICATION SHALL PREVAIL. IN THE EVENT THAT THE REQUIREMENTS OF ANY OF THE FOLLOWING REFERENCED STANDARDS AND SPECIFICATIONS CONFLICT WITH EACH OTHER, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 1.ANSI A300 - STANDARD PRACTICES FOR TREE, SHRUB AND OTHER WOODY PLANT MAINTENANCE (9 PARTS), MOST CURRENT EDITIONS. 2.INTERNATIONAL SOCIETY OF ARBORICULTURE BEST MANAGEMENT PRACTICES (ISA BMP) MOST CURRENT EDITIONS. a.TREE PRUNING b.SOIL MANAGEMENT FOR URBAN TREES c.TREE SUPPORT SYSTEMS: CABLING, BRACING, GUYING, AND PROPPING d.TREE LIGHTING PROTECTION SYSTEMS e.MANAGING TREES DURING CONSTRUCTION f.TREE PLANTING g.TREE RISK ASSESSMENT h.TREE INVENTORY i.INTEGRATED PEST MANAGEMENT j.TREE INJECTIONS k.TREE AND SHRUB FERTILIZATION 3.PRUNING PRACTICES SHALL CONFORM WITH RECOMMENDATIONS “STRUCTURAL PRUNING: A GUIDE FOR THE GREEN INDUSTRY”; PUBLISHED BY URBAN TREE FOUNDATION, VISALIA, CALIFORNIA; MOST CURRENT EDITION. 4.GLOSSARY OF ARBORICULTURAL TERMS, INTERNATIONAL SOCIETY OF ARBORICULTURE, CHAMPAIGN IL, MOST CURRENT EDITION. 1.4 VERIFICATION A.ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES, AND SHALL IMMEDIATELY INFORM THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE INFORMATION ON THE DRAWINGS AND THE ACTUAL CONDITIONS, REFRAINING FROM DOING ANY WORK IN SAID AREAS UNTIL GIVEN APPROVAL TO DO SO BY THE OWNER'S REPRESENTATIVE. 1.5 PERMITS AND REGULATIONS A.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS RELATED TO THIS SECTION OF THE WORK UNLESS PREVIOUSLY EXCLUDED UNDER PROVISION OF THE CONTRACT OR GENERAL CONDITIONS. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND ORDINANCES BEARING ON THE OPERATION OR CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT A CONFLICT EXISTS BETWEEN PERMIT REQUIREMENTS AND THE WORK OUTLINED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING INCLUDING A DESCRIPTION OF ANY NECESSARY CHANGES AND CHANGES TO THE CONTRACT PRICE RESULTING FROM CHANGES IN THE WORK. B.WHEREVER REFERENCES ARE MADE TO STANDARDS OR CODES IN ACCORDANCE WITH WHICH WORK IS TO BE PERFORMED OR TESTED, THE EDITION OR REVISION OF THE STANDARDS AND CODES CURRENT ON THE EFFECTIVE DATE OF THIS CONTRACT SHALL APPLY, UNLESS OTHERWISE EXPRESSLY SET FORTH. C.IN CASE OF CONFLICT AMONG ANY REFERENCED STANDARDS OR CODES OR BETWEEN ANY REFERENCED STANDARDS AND CODES AND THE SPECIFICATIONS, THE MORE RESTRICTIVE STANDARD OR CODE SHALL APPLY OR OWNER'S REPRESENTATIVE SHALL DETERMINE WHICH SHALL GOVERN. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A.THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES OR INJURY DUE TO HIS/HER ACTIONS. 1.7 CHANGES IN THE WORK A.THE OWNER'S REPRESENTATIVE MAY ORDER CHANGES IN THE WORK, AND THE CONTRACT SUM SHOULD BE ADJUSTED ACCORDINGLY. ALL SUCH ORDERS AND ADJUSTMENTS PLUS CLAIMS BY THE CONTRACTOR FOR EXTRA COMPENSATION MUST BE MADE AND APPROVED IN WRITING BEFORE EXECUTING THE WORK INVOLVED. 1.8 CORRECTION OF WORK A.THE CONTRACTOR SHALL RE-EXECUTE ANY WORK THAT FAILS TO CONFORM TO THE REQUIREMENTS OF THE CONTRACT AND SHALL REMEDY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP UPON WRITTEN NOTICE FROM THE OWNER'S REPRESENTATIVE, AT THE SOONEST POSSIBLE TIME THAT CAN BE COORDINATED WITH OTHER WORK AND SEASONAL WEATHER DEMANDS. 1.9 DEFINITIONS A.ALL TERMS IN THIS SPECIFICATION SHALL BE AS DEFINED IN THE “GLOSSARY OF ARBORICULTURAL TERMS” OR AS MODIFIED BELOW. 1.OWNER'S REPRESENTATIVE: THE PERSON APPOINTED BY THE OWNER TO REPRESENT THEIR INTEREST IN THE REVIEW AND APPROVAL OF THE WORK AND TO SERVE AS THE CONTRACTING AUTHORITY WITH THE CONTRACTOR. THE OWNER'S REPRESENTATIVE MAY APPOINT OTHER PERSONS TO REVIEW AND APPROVE ANY ASPECTS OF THE WORK. 2.REASONABLE AND REASONABLY: WHEN USED IN THIS SPECIFICATION IS INTENDED TO MEAN THAT THE CONDITIONS CITED WILL NOT AFFECT THE ESTABLISHMENT OR LONG TERM STABILITY, HEALTH OR GROWTH OF THE PLANT. THIS SPECIFICATION RECOGNIZES THAT PLANTS ARE NOT FREE OF DEFECTS, AND THAT PLANT CONDITIONS CHANGE WITH TIME. THIS SPECIFICATION ALSO RECOGNIZES THAT SOME DECISIONS CANNOT BE TOTALLY BASED ON MEASURED FINDINGS AND THAT PROFESSION JUDGMENT IS REQUIRED. IN CASES OF DIFFERING OPINION, THE OWNER'S REPRESENTATIVE EXPERT SHALL DETERMINE WHEN CONDITIONS WITHIN THE PLANT ARE JUDGED AS REASONABLE. 3.SHRUB: WOODY PLANTS WITH MATURE HEIGHT APPROXIMATELY LESS THAN 25 FEET. 4.TREE AND PLANT PROTECTION AREA: AREA SURROUNDING INDIVIDUAL TREES, GROUPS OF TREES, SHRUBS, OR OTHER VEGETATION TO BE PROTECTED DURING CONSTRUCTION, AND DEFINED BY A CIRCLE CENTERED ON THE TRUNK WITH EACH TREE WITH A RADIUS EQUAL TO THE CLOWN DRIPLINE UNLESS OTHERWISE INDICATED BY THE OWNER'S REPRESENTATIVE OR THE CONSTRUCTION DRAWINGS. 5.TREE: SINGLE AND MULTI-STEMMED PLANTS, INCLUDING PALMS WITH ANTICIPATED MATURE HEIGHT APPROXIMATELY GREATER THAN 25 FEET OR ANY PLANT IDENTIFIED ON THE PLANS AS A TREE. 1.10 SUBMITTALS A.ARBORIST REPORT 1.PRIOR TO THE START OF CONSTRUCTION, SUBMIT, FOR APPROVAL BY THE OWNER'S REPRESENTATIVE, THE REPORT OF A CONSULTING ARBORIST WHO IS A REGISTERED CONSULTING ARBORIST® (RCA) WITH AMERICAN SOCIETY OF CONSULTING ARBORISTS OR AN ISA BOARD CERTIFIED ARBORIST, WHICH DETAILS THE FOLLOWING INFORMATION FOR ALL TREES TO REMAIN WITHIN THE AREA DESIGNATED ON THE DRAWINGS AS THE TREE AND PLANT PROTECTION AREA. THE REPORT SHALL INCLUDE THE FOLLOWING: a.A DESCRIPTION OF EACH TREE TO REMAIN INDICATING ITS GENUS AND SPECIES, CONDITION INCLUDING ANY VISIBLE DAMAGE TO THE ROOT SYSTEM OR SOIL WITHIN THE ROOT ZONE, TREE DIAMETER AT BREAST HEIGHT (DBH) AND APPROXIMATE HEIGHT AND CANOPY SPREAD, SIZE AND ANY VISIBLE DISEASE, INSECT INFESTATIONS AND OR BRANCH AND TRUNK STRUCTURAL DEFICIENCIES. b.THE REPORT SHALL NOTE ALL TREES OR PARTS OF TREES, WHICH ARE CONSIDERED A HAZARD OR SIGNIFICANT OR EXTREME RISK LEVEL. INCLUDE THE INTERNATIONAL SOCIETY OF ARBORICULTURE HAZARD EVALUATION SHEET FOR EACH TREE, WHICH MAY REASONABLY BE IDENTIFIED AS A POTENTIAL HAZARD TREE. c.RECOMMENDATIONS AS TO TREATMENT OF ALL INSECT, DISEASE AND STRUCTURAL PROBLEMS ENCOUNTERED. d.RECOMMENDATIONS FOR FERTILIZER TREATMENTS, IF ANY. e.A PLAN OF THE SITE SHOWING THE LOCATION OF ALL TREES INCLUDED IN THE REPORT. B.PRODUCT DATA 1.SUBMIT MANUFACTURER PRODUCT DATA AND LITERATURE DESCRIBING ALL PRODUCTS REQUIRED BY THIS SECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. PROVIDE SUBMITTAL BEFORE THE START OF ANY WORK AT THE SITE. C.QUALIFICATIONS SUBMITTAL 1.FOR EACH APPLICABLE PERSON EXPECTED TO WORK ON THE PROJECT, PROVIDE COPIES OF THE QUALIFICATIONS AND EXPERIENCE OF THE CONSULTING ARBORIST, PROOF OF EITHER THE REGISTERED CONSULTING ARBORIST® (RCA) WITH AMERICAN SOCIETY OF CONSULTING ARBORISTS OR AN ISA BOARD CERTIFIED MASTER ARBORIST, ANY ISA CERTIED ARBORISTS, AND ANY REQUIRED HERBICIDE/PESTICIDE LICENSE TO THE OWNER'S REPRESENTATIVE, FOR REVIEW PRIOR TO THE START OF WORK. 1.11 OBSERVATION OF THE WORK A.THE OWNER'S REPRESENTATIVE MAY INSPECT THE WORK AT ANY TIME. 1.12 PRE-CONSTRUCTION CONFERENCE A.SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AT LEAST SEVEN (7) DAYS BEFORE BEGINNING WORK TO REVIEW ANY QUESTIONS THE CONTRACTOR MAY HAVE REGARDING THE WORK, ADMINISTRATIVE PROCEDURES DURING CONSTRUCTION AND PROJECT WORK SCHEDULE. 1.THE FOLLOWING CONTRACTORS SHALL ATTEND THE PRECONSTRUCTION CONFERENCE: a.GENERAL CONTRACTOR. b.CONSULTING ARBORIST/CERTIFIED ARBORIST c.TREE AND PLANT PROTECTION SUB-CONTRACTOR. d.EARTHWORK SUB-CONTRACTOR. e.ALL SITE UTILITY SUB-CONTRACTORS THAT MAY BE REQUIRED TO DIG OR TRENCH INTO THE SOIL. f.LANDSCAPE SUB-CONTRACTOR. g.IRRIGATION SUB-CONTRACTOR. h.PRIOR TO THIS MEETING, MARK ALL TREES AND PLANTS TO REMAIN AND OR BE REMOVED AS DESCRIBED IN THIS SPECIFICATION FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE. 1.13 QUALITY ASSURANCE A.CONTRACTOR QUALIFICATIONS: 1.ALL PRUNING, BRANCH TIE BACK, TREE REMOVAL, ROOT PRUNING, AND FERTILIZING REQUIRED BY THIS SECTION SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF ISA CERTIFIED ARBORIST. SUBMIT AFOREMENTIONED INDIVIDUAL'S QUALIFICATIONS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. 2.ALL APPLICATIONS OF PESTICIDE OR HERBICIDE SHALL BE PERFORMED BY A PERSON MAINTAINING A CURRENT STATE LICENSE TO APPLY CHEMICAL PESTICIDES VALID IN THE JURISDICTION OF THE PROJECT. SUBMIT COPIES OF ALL REQUIRED STATE LICENSING CERTIFICATES INCLUDING APPLICABLE CHEMICAL APPLICATOR LICENSES. PART 2 PRODUCTS 2.1 TREE PROTECTION SIGN: A.HEAVY-DUTY PLASTIC LAMINATED OR CORRUGATED PLASTIC SIGNS, 24 INCHES X 36 INCHES, WHITE COLORED BACKGROUND WITH BLACK 2 INCH HIGH OR LARGER LETTERS BLOCK LETTERS. THE SIGNS SHALL BE STAKED ADJACENT TO EXISTING TREEs. THE TREE PROTECTION SIGN SHALL READ “KEEP OUT - TREE AND PLANT PROTECTION AREA” AND OTHER PROJECT INFORMATION AS SHOWN ON DRAWINGS. 2.2 MATTING A.MATTING FOR VEHICLE AND WORK PROTECTION SHALL BE HEAVY DUTY MATTING DESIGNED FOR VEHICLE LOADING OVER TREE ROOTS, ALTURNAMATS AS MANUFACTURED BY ALTURNAMATS, INC. FRANKLIN, PA 16323 OR APPROVED EQUAL. B.SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. 2.3 GEOGRID A.GEOGRID SHALL BE WOVEN POLYESTER FABRIC WITH PVC COATING, UNI-AXIAL OR BIAXIAL GEOGRID, INERT TO BIOLOGICAL DEGRADATION, RESISTANT TO NATURALLY OCCURRING CHEMICALS, ALKALIS, ACIDS. 1.GEOGRID SHALL BE MIRAGRID 2XT AS MANUFACTURED BY TEN CATE NICOLON, NORCROSS, GA. HTTP://WWW.TENCATE.COM OR APPROVED EQUAL. B.SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. 2.4 FILTER FABRIC A.FILTER FABRIC SHALL BE NONWOVEN POLYPROPYLENE FIBERS, INERT TO BIOLOGICAL DEGRADATION AND RESISTANT OF NATURALLY OCCURRING CHEMICALS, ALKALIS AND ACIDS. 1.MIRAFI 135 N AS MANUFACTURED BY TEN CATE NICOLON, NORCROSS, GA. HTTP://WWW.TENCATE.COM OR APPROVED EQUAL. B.SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. PART 3 EXECUTION 3.1 SITE EXAMINATION A.EXAMINE THE SITE, TREE, PLANT AND SOIL CONDITIONS. NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF ANY CONDITIONS THAT MAY IMPACT THE SUCCESSFUL TREE AND PLANT PROTECTIONS THAT IS THE INTENT OF THIS SECTION. 3.2 COORDINATION WITH PROJECT WORK A.THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER WORK THAT MAY IMPACT THE COMPLETION OF THE WORK. B.PRIOR TO THE START OF WORK, PREPARE A DETAILED SCHEDULE OF THE WORK FOR COORDINATION WITH OTHER TRADES. C.COORDINATE THE RELOCATION OF ANY IRRIGATION LINES CURRENTLY PRESENT ON THE IRRIGATION PLAN, HEADS OR THE CONDUITS OF OTHER UTILITY LINES OR STRUCTURES THAT ARE IN CONFLICT WITH TREE LOCATIONS. TREE ROOTS SHALL NOT BE ALTERED TO FIT AROUND LINES. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS ENCOUNTERED. 3.3 TREE AND PLANT PROTECTION AREA: A.THE TREE AND PLANT PROTECTION AREA IS DEFINED AS ALL AREAS INDICATED ON THE TREE PROTECTION PLAN. B.WHERE NO LIMIT OF THE TREE AND PLANT PROTECTION AREA IS DEFINED ON THE DRAWINGS, THE LIMIT SHALL BE THE DRIP LINE (OUTER EDGE OF THE BRANCH CROWN) OF EACH TREE. 3.4 PREPARATION: A.PRIOR TO THE PRECONSTRUCTION MEETING, LAYOUT THE LIMITS OF THE TREE AND PLANT PROTECTION AREA AND THEN ALIGNMENTS OF REQUIRED TREE AND PLANT PROTECTION FENCING AND ROOT PRUNING. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF THE LIMITS OF THE PROTECTION AREA AND THE ALIGNMENT OF ALL FENCING AND ROOT PRUNING. B.FLAG ALL TREES AND LARGE SHRUBS TO BE REMOVED BY WRAPPING ORANGE PLASTIC RIBBON AROUND THE TRUNK AND OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND LARGE SHRUBS TO BE REMOVED PRIOR TO THE START OF TREE AND SHRUB REMOVAL. AFTER APPROVAL, MARK ALL TREES AND SHRUBS TO BE REMOVED WITH ORANGE PAINT IN A BAND COMPLETELY AROUND THE BASE OF THE TREE OR LARGE SHRUB 4.5 FEET ABOVE THE GROUND. C.FLAG ALL TREES AND LARGE SHRUBS TO REMAIN WITH WHITE PLASTIC RIBBON TIED COMPLETELY AROUND THE TRUNK OR EACH TREE AND ON A PROMINENT BRANCH FOR EACH SHRUB. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND SHRUBS TO REMAIN PRIOR TO THE START OF TREE AND SHRUB REMOVAL. D.PRIOR TO ANY CONSTRUCTION ACTIVITY AT THE SITE INCLUDING UTILITY WORK, GRADING, STORAGE OF MATERIALS, OR INSTALLATION OF TEMPORARY CONSTRUCTION FACILITIES, INSTALL ALL TREE PROTECTION FENCING, FILTER FABRIC, SILT FENCE, TREE PROTECTION SIGNS, GEOGRID, MULCH AND OR WOOD CHIPS AS SHOWN ON THE DRAWINGS. 3.5 SOIL MOISTURE A.VOLUMETRIC SOIL MOISTURE LEVEL, IN ALL SOILS WITHIN THE TREE AND PLANT PROTECTION AREA SHALL BE MAINTAINED ABOVE PERMANENT WILT POINT TO A DEPTH OF AT LEAST 8 INCHES. NO SOIL WORK OR OTHER ACTIVITY SHALL BE PERMITTED WITHIN THE TREE AND PLANT PROTECTION AREA WHEN THE VOLUMETRIC SOIL MOISTURE IS ABOVE FIELD CAPACITY. THE PERMANENT WILT POINT AND FIELD CAPACITY FOR EACH TYPE OF SOIL TEXTURE SHALL BE DEFINED AS FOLLOWS (NUMBERS INDICATE PERCENTAGE VOLUMETRIC SOIL MOISTURE): SOIL TYPE PERMANENT WILT POINT V/V FIELD CAPACITY V/V SAND, LOAMY SAND, SANDY LOAM 5 - 8%12 - 18% LOAM, SANDY CLAY, SANDY CLAY LOAM 14 - 25%27 - 36% CLAY LOAM, SILT LOAM 11 - 22%31 - 36% SILTY CLAY, SILTY CLAY LOAM 22 - 27%38 - 41% B.VOLUMETRIC SOIL MOISTURE SHALL BE MEASURED WITH A DIGITAL, ELECTRIC CONDUCTIVITY METER. THE METER SHALL BE THE DIGITAL SOIL MOISTURE METER, DSMM500 BY GENERAL SPECIALTY TOOLS AND INSTRUMENTS, OR APPROVED EQUIVALENT METER. C.THE CONTRACTOR SHALL CONFIRM THE SOIL MOISTURE LEVELS WITH A MOISTURE METER. IF THE MOISTURE IS TOO HIGH, SUSPEND OPERATIONS UNTIL THE SOIL MOISTURE DRAINS TO BELOW FIELD CAPACITY. 3.6 ROOT PRUNING: A. FINAL RECOMMENDATIONS ON ANY ROOT PRUNING REQUIREMENTS AND PROCEDURES ARE TO BE DETERMINED BY THE PROJECT ARBORIST AND PROVIDED IN WRITING TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY ROOT PRUNING. B. PRIOR TO ANY EXCAVATING INTO THE EXISTING SOIL GRADE WITHIN 25 FEET OF THE LIMIT OF THE TREE AND PLANT PROTECTION AREA OR TREES TO REMAIN, ROOT PRUNE ALL EXISTING TREES TO A DEPTH OF 24 INCHES BELOW EXISTING GRADE IN ALIGNMENTS FOLLOWING THE EDGES OF THE TREE AND PLANT PROTECTION AREA OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ROOT PRUNING SHALL BE IN CONFORMANCE WITH ANSI A300 (PART 8) LATEST EDITION. 1.USING A ROCK SAW, CHAIN TRENCHER OR SIMILAR TRENCHING DEVICE, MAKE A VERTICAL CUT WITHIN 2 FEET OF THE LIMIT OF GRADING. 2.AFTER COMPLETION OF THE CUT, MAKE CLEAN CUTS WITH A LOPPER, SAW OR PRUNER TO REMOVE ALL TORN ROOT ENDS ON THE TREE SIDE OF THE EXCAVATION, AND BACKFILL THE TRENCH IMMEDIATELY WITH EXISTING SOIL, FILLING ALL VOIDS. 3.7 INSTALLATION OF GEOGRIDS, FILTER FABRIC, MATTING, AND OR AGGREGATE A.INSTALL GEOGRIDS, FILTER FABRIC, MATTING, AND/OR AGGREGATE IN AREAS AND DEPTHS SHOWN ON THE PLANS AND DETAILS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IN GENERAL IT IS THE INTENT OF THIS SPECIFICATION TO PROVIDE THE FOLLOWING LEVELS OF PROTECTION: 1.AREAS WHERE FOOT TRAFFIC OR STORAGE OF LIGHTWEIGHT MATERIALS IS ANTICIPATED TO BE UNAVOIDABLE PROVIDE A LAYER OF FILTER FABRIC UNDER THE 6 INCHES OF MULCH. 2.AREAS WHERE OCCASIONAL LIGHT VEHICLE TRAFFIC IS ANTICIPATED TO BE UNAVOIDABLE PROVIDE A LAYER OF GEOGRIDS UNDER 8 INCHES OF MULCH. 3.AREAS WHERE HEAVY VEHICLE TRAFFIC IS UNAVOIDABLE PROVIDE A LAYER OF GEOGRIDS UNDER 8 - 12 INCHES OF MULCH AND A LAYER OF MATTING OVER THE MULCH. B.THE OWNER'S REPRESENTATIVE SHALL APPROVE THE APPROPRIATE LEVEL OF PROTECTION. C.IN THE ABOVE REQUIREMENTS, LIGHT VEHICLE IS DEFINED AS A TRACK SKID STEER WITH A GROUND PRESSURE OF 4 PSI OR LIGHTER. A HEAVY VEHICLE IS ANY VEHICLE WITH A TIRE OR TRACK PRESSURE OF GREATER THAN 4 PSI. LIGHTWEIGHT MATERIALS ARE ANY PACKAGED MATERIALS THAT CAN BE PHYSICALLY MOVED BY HAND INTO THE LOCATION. BULK MATERIALS SUCH AS SOIL, OR AGGREGATE SHALL NEVER BE STORED WITHIN THE TREE AND PLANT PROTECTION AREA. 3.8 PROTECTION: A.PROTECT THE TREE AND PLANT PROTECTION AREA AT ALL TIMES FROM COMPACTION OF THE SOIL; DAMAGE OF ANY KIND TO TRUNKS, BARK, BRANCHES, LEAVES AND ROOTS OF ALL PLANTS; AND CONTAMINATION OF THE SOIL, BARK OR LEAVES WITH CONSTRUCTION MATERIALS, DEBRIS, SILT, FUELS, OILS, AND ANY CHEMICALS SUBSTANCE. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY SPILLS, COMPACTION OR DAMAGE AND TAKE CORRECTIVE ACTION IMMEDIATELY USING METHODS APPROVED BY THE OWNER'S REPRESENTATIVE. 3.9 GENERAL REQUIREMENTS AND LIMITATIONS FOR OPERATIONS WITHIN THE TREE AND PLANT PROTECTION AREA: A.THE CONTRACTOR SHALL NOT ENGAGE IN ANY CONSTRUCTION ACTIVITY WITHIN THE TREE AND PLANT PROTECTION AREA WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE INCLUDING: OPERATING, MOVING OR STORING EQUIPMENT; STORING SUPPLIES OR MATERIALS; LOCATING TEMPORARY FACILITIES INCLUDING TRAILERS OR PORTABLE TOILETS AND SHALL NOT PERMIT EMPLOYEES TO TRAVERSE THE AREA TO ACCESS ADJACENT AREAS OF THE PROJECT OR USE THE AREA ANY REASON. PERMITTED ACTIVITY, IF ANY, WITHIN THE TREE AND PLANT PROTECTION AREA MAY BE INDICATED ON THE DRAWINGS ALONG WITH ANY REQUIRED REMEDIAL ACTIVITY AS LISTED BELOW. B.IN THE EVENT THAT CONSTRUCTION/VEHICULAR ACTIVITY IS UNAVOIDABLE WITHIN THE TREE AND PLANT PROTECTION AREA, NOTIFY THE OWNER'S REPRESENTATIVE AND SUBMIT A DETAILED WRITTEN PLAN OF ACTION FOR APPROVAL. THE PLAN SHALL INCLUDE: A STATEMENT DETAILING THE REASON FOR THE ACTIVITY INCLUDING WHY OTHER AREAS ARE NOT SUITED; A DESCRIPTION OF THE PROPOSED ACTIVITY; THE TIME PERIOD FOR THE ACTIVITY, AND A LIST OF REMEDIAL ACTIONS THAT WILL REDUCE THE IMPACT ON THE TREE AND PLANT PROTECTION AREA FROM THE ACTIVITY. TREE PROTECTION FOR THE REMEDIAL ACTIONS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: 1.IN GENERAL, DEMOLITION AND EXCAVATION WITHIN THE DRIP LINE OF TREES AND SHRUBS SHALL PROCEED WITH EXTREME CARE EITHER BY THE USE OF HAND TOOLS, DIRECTIONAL BORING AND OR AIR KNIFE EXCAVATION WHERE INDICATED OR WITH OTHER LOW IMPACT EQUIPMENT THAT WILL NOT CAUSE DAMAGE TO THE TREE, ROOTS OR SOIL. 2.WHEN ENCOUNTERED, EXPOSED ROOTS, 1 INCHES AND LARGER IN DIAMETER SHALL BE WORKED AROUND IN A MANNER THAT DOES NOT BREAK THE OUTER LAYER OF THE ROOT SURFACE (BARK). THESE ROOTS SHALL BE COVERED IN MULCH AND SHALL BE MAINTAINED ABOVE PERMANENT WILT POINT AT ALL TIMES. ROOTS ONE INCH AND LARGER IN DIAMETER SHALL NOT BE CUT WITHOUT THE APPROVAL OF THE OWNERS REPRESENTATIVE AND PROJECT ARBORIST. EXCAVATION SHALL BE TUNNELED UNDER THESE ROOTS WITHOUT CUTTING THEM. IN THE AREAS WHERE ROOTS ARE ENCOUNTERED, WORK SHALL BE PERFORMED AND SCHEDULED TO CLOSE EXCAVATIONS AS QUICKLY AS POSSIBLE OVER EXPOSED ROOTS. 3.TREE BRANCHES THAT INTERFERE WITH THE CONSTRUCTION MAY BE TIED BACK OR PRUNED TO CLEAR ONLY TO THE POINT NECESSARY TO COMPLETE THE WORK. OTHER BRANCHES SHALL ONLY BE REMOVED WHEN SPECIFICALLY INDICATED BY THE OWNER'S REPRESENTATIVE. TYING BACK OR TRIMMING OF ALL BRANCHES AND THE CUTTING OF ROOTS SHALL BE IN ACCORDANCE WITH ACCEPTED ARBORICULTURAL PRACTICES (ANSI A300, PARTS 1 AND 8) AND BE PERFORMED UNDER SUPERVISION OF THE I.S.A. CERTIFIED ARBORIST. 4.MATTING: INSTALL TEMPORARY MATTING OR AN ADDITIONAL 12 INCH MULCH LAYER OVER THE MULCH SPECIFIED HEREFORD WITHIN THESE SPECIFICATIONS TO THE EXTENT INDICATED. DO NOT PERMIT FOOT TRAFFIC, SCAFFOLDING, VEHICULAR TRAFFIC, OR THE STORAGE OF MATERIALS WITHIN THE TREE AND PLANT PROTECTION AREA TO OCCUR OFF OF THE TEMPORARY MATTING. 5.TRUNK PROTECTION: PROTECT THE TRUNK OF EACH TREE TO REMAIN BY COVERING IT WITH A CLOSED CELL FOAM PAD AND A RING OF 2" x 4" x 4'-0" PLANKS LOOSELY BANDED ONTO THE TREE WITH 3 STEEL BANDS. STAPLE THE BANDS TO THE PLANKS AS NECESSARY TO HOLD THEM SECURELY IN PLACE. TRUNK PROTECTION MUST BY KEPT IN PLACE NO LONGER THAN 12 MONTHS. IF CONSTRUCTION REQUIRES WORK NEAR A PARTICULAR TREE TO CONTINUE LONGER THAN 12 MONTHS, THE STEEL BANDS SHALL BE INSPECTED EVERY SIX MONTHS AND LOOSENED IF THEY ARE FOUND TO HAVE BECOME TIGHT. 6.AIR EXCAVATION TOOL: IF EXCAVATION FOR FOOTINGS OR UTILITIES IS REQUIRED WITHIN THE TREE AND PLANT PROTECTION AREA, AIR EXCAVATION TOOL TECHNIQUES SHALL BE USED WHERE PRACTICAL OR AS DESIGNED ON THE DRAWINGS. a.REMOVE THE MULCH FROM AN AREA APPROXIMATELY 18 INCHES BEYOND THE LIMITS OF THE HOLE OR TRENCH TO BE EXCAVATED. COVER THE MULCH FOR A DISTANCE OF NOT LESS THAN 15 FEET AROUND THE LIMIT OF THE EXCAVATION AREA WITH FILTER FABRIC OR PLASTIC SHEETING TO PROTECT THE MULCH FROM SILT. MOUND THE MULCH SO THAT THE PLASTIC SLOPES TOWARDS THE EXCAVATION. b.USING A SPRINKLER OR SOAKER HOSE, APPLY WATER SLOWLY TO THE AREA OF THE EXCAVATION FOR A PERIOD OF AT LEAST 4 HOURS, APPROXIMATELY 12 HOURS PRIOR TO THE WORK SO THAT THE GROUND WATER LEVEL IS AT OR NEAR FIELD CAPACITY AT THE BEGINNING OF THE WORK. FOR EXCAVATIONS THAT GO BEYOND THE DAMP SOIL, REWET THE SOIL AS NECESSARY TO KEEP SOIL MOISTURE NEAR FIELD CAPACITY. c.USING AN AIR EXCAVATION TOOL SPECIFICALLY DESIGNED AND MANUFACTURED FOR THE INTENDED PURPOSE, AND AT PRESSURES RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT, FRACTURE THE EXISTING SOIL TO THE SHAPE AND THE DEPTHS REQUIRED. WORK AT RATES AND USING TECHNIQUES THAT DO NOT HARM TREE ROOTS. AIR PRESSURE SHALL BE A MAXIMUM OF 90-100 PSI. 1.)THE AIR EXCAVATION TOOL SHALL BE “AIR-SPADE” AS MANUFACTURED BY CONCEPT ENGINEERING GROUP, INC., VERONA, PA (412) 826-8800, OR AIR KNIFE AS MANUFACTURED BY EASY USE AIR TOOLS, INC. ALLISON PARK, PA (866) 328-5723 OR APPROVED EQUAL. d.USING A COMMERCIAL, HIGH-POWERED VACUUM TRUCK IF REQUIRED, REMOVE THE SOIL FROM THE EXCAVATION PRODUCED BY THE AIR KNIFE EXCAVATION. THE VACUUM TRUCK SHOULD GENERALLY OPERATE SIMULTANEOUSLY WITH THE HOSE OPERATOR, SUCH THAT THE SOIL PRODUCED IS PICKED UP FROM THE EXCAVATION HOLE, AND THE EXPOSED ROOTS CAN BE OBSERVED AND NOT DAMAGED BY THE ONGOING OPERATION. DO NOT DRIVE THE VACUUM TRUCK INTO THE TREE AND PLANT PROTECTION AREA UNLESS THE AREA IS PROTECTED FROM COMPACTION AS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE. e.REMOVE ALL EXCAVATED SOIL AND EXCAVATED MULCH, AND CONTAMINATED SOIL AT THE END OF THE EXCAVATION. f.SCHEDULE THE WORK SO THAT FOUNDATIONS OR UTILITY WORK IS COMPLETED IMMEDIATELY AFTER THE EXCAVATION. DO NOT LET THE ROOTS DRY OUT. MIST THE ROOTS SEVERAL TIMES DURING THE DAY. IF THE EXCAVATED AREA MUST REMAIN OPEN OVER NIGHT, MIST THE ROOTS AND COVER THE EXCAVATION WITH BLACK PLASTIC. g.DISPOSE OF ALL SOIL IN A MANNER THAT MEETS LOCAL LAWS AND REGULATIONS. h.RESTORE SOIL WITHIN THE TRENCH AS SOON AS THE WORK IS COMPLETED. UTILIZE SOIL OF SIMILAR TEXTURE TO THE REMOVED SOIL AND LIGHTLY COMPACT WITH HAND TOOLS. LEAVE SOIL MOUNDED OVER THE TRENCH TO A HEIGHT OF APPROXIMATELY 10% OF THE TRENCH DEPTH TO ACCOUNT FOR SETTLEMENT. i.RESTORE ANY GEOGRIDS, FILTER FABRIC, OR MULCH AND OR MATTING THAT WAS PREVIOUSLY REQUIRED FOR THE AREA. 3.10 TREE REMOVAL: A.REMOVE ALL TREES INDICATED BY THE DRAWINGS AND SPECIFICATIONS, AS REQUIRING REMOVAL, IN A MANNER THAT WILL NOT DAMAGE ADJACENT TREES OR STRUCTURES OR COMPACTS THE SOIL. B.REMOVE TREES THAT ARE ADJACENT TO TREES OR STRUCTURES TO REMAIN, IN SECTIONS, TO LIMIT THE OPPORTUNITY OF DAMAGE TO ADJACENT CROWNS, TRUNKS, GROUND PLANE ELEMENTS AND STRUCTURES. C.DO NOT DROP TREES WITH A SINGLE CUT UNLESS THE TREE WILL FALL IN AN AREA NOT INCLUDED IN THE TREE AND PLANT PROTECTION AREA. NO TREE TO BE REMOVED WITHIN 50 FEET OF THE TREE AND PLANT PROTECTION AREA SHALL BE PUSHED OVER OR UP-ROOTED USING A PIECE OF GRADING EQUIPMENT. D.PROTECT ADJACENT PAVING, SOIL, TREES, SHRUBS, GROUND COVER PLANTINGS AND UNDERSTORY PLANTS TO REMAIN FROM DAMAGE DURING ALL TREE REMOVAL OPERATIONS, AND FROM CONSTRUCTION OPERATIONS. PROTECTION SHALL INCLUDE THE ROOT SYSTEM, TRUNK, LIMBS, AND CROWN FROM BREAKAGE OR SCARRING, AND THE SOIL FROM COMPACTION. E.REMOVE STUMPS AND IMMEDIATE ROOT PLATE FROM EXISTING TREES TO BE REMOVED. GRIND TRUNK BASES AND LARGE BUTTRESS ROOTS TO A DEPTH OF THE LARGEST BUTTRESS ROOT OR AT LEAST 18 INCHES BELOW THE TOP MOST ROOTS WHICH EVER IS LESS AND OVER THE AREA OF THREE TIMES THE DIAMETER OF THE TRUNK (DBH). 1.FOR TREES WHERE THE STUMP WILL FALL UNDER NEW PAVED AREAS, GRIND ROOTS TO A TOTAL DEPTH OF 18 INCHES BELOW THE EXISTING GRADE. IF THE SIDES OF THE STUMP HOLE STILL HAVE GREATER THAN APPROXIMATELY 20% WOOD VISIBLE, CONTINUE GRINDING OPERATION DEEPER AND OR WIDER UNTIL THE RESULTING HOLE HAS LESS THAN 20% WOOD. REMOVE ALL WOOD CHIPS PRODUCED BY THE GRINDING OPERATION AND BACK FILL IN 8 INCH LAYERS WITH CONTROLLED FILL OF A QUALITY ACCEPTABLE TO THE SITE ENGINEER FOR FILL MATERIAL UNDER STRUCTURES, COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR. THE OWNER'S REPRESENTATIVE SHALL APPROVE EACH HOLE AT THE END OF THE GRINDING OPERATION. 2.IN AREAS WHERE THE TREE LOCATION IS TO BE A PLANTING BED OR LAWN, REMOVE ALL WOODCHIPS AND BACKFILL STUMP HOLES WITH PLANTING SOIL AS DEFINED IN THE SOIL MANAGEMENT SPECIFICATIONS, IN MAXIMUM OF 12 INCH LAYERS AND COMPACT TO 80 - 85% OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR. 3.11 PRUNING: A.WITHIN SIX MONTHS OF THE ESTIMATED DATE OF SUBSTANTIAL COMPLETION, PRUNE ALL DEAD OR HAZARDOUS BRANCHES LARGER THAN 2 INCH IN DIAMETER FROM ALL TREES TO REMAIN. B.IMPLEMENT ALL PRUNING RECOMMENDATIONS FOUND IN THE ARBORIST REPORT. C.PRUNE ANY LOW, HANGING BRANCHES AND VINES FROM EXISTING TREES AND SHRUBS THAT OVERHANG WALKS, STREETS AND DRIVES, OR PARKING AREAS AS FOLLOWS: 1.WALKS - WITHIN 8 FEET VERTICALLY OF THE PROPOSED WALK ELEVATION. 2.PARKING AREAS - WITHIN 12 FEET VERTICALLY OF THE PROPOSED PARKING SURFACE ELEVATION. 3.STREETS AND DRIVES - WITHIN 14 FEET VERTICALLY OF THE PROPOSED DRIVING SURFACE ELEVATION. D.ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH ANSI A300 (PART 1 - PRUNING), ISA BMP: TREE PRUNING AND THE "STRUCTURAL PRUNING: A GUIDE FOR THE GREEN INDUSTRY." E.PERFORM OTHER PRUNING TASK AS INDICATED ON THE DRAWINGS OR REQUESTED BY THE OWNER'S REPRESENTATIVE. F.WHERE TREE SPECIFIC DISEASE VECTORS REQUIRE, STERILIZE ALL PRUNING TOOLS BETWEEN THE WORK IN INDIVIDUAL TREES. 3.12 WATERING A.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ENSURE THAT ADEQUATE WATER IS PROVIDED TO ALL PLANTS AND TREES TO BE PRESERVED DURING THE ENTIRE CONSTRUCTION PERIOD. ADEQUATE WATER IS DEFINED TO BE MAINTAINING SOIL MOISTURE ABOVE THE PERMANENT WILT POINT TO A DEPTH OF 8 INCHES OR GREATER. B.THE CONTRACTOR SHALL ADJUST THE AUTOMATIC IRRIGATION SYSTEM, IF AVAILABLE, AND APPLY ADDITIONAL WATER, USING HOSES OR WATER TANKS AS REQUIRED. C.PERIODICALLY TEST THE MOISTURE CONTENT IN THE SOIL WITHIN THE ROOT ZONE TO DETERMINE THE WATER CONTENT. 3.13 WEED REMOVAL A.DURING THE CONSTRUCTION PERIOD, CONTROL ANY PLANTS THAT SEED IN AND AROUND THE FENCED TREE AND PLANT PROTECTION AREA AT LEAST THREE TIMES A YEAR. 1.ALL PLANTS THAT ARE NOT SHOWN ON THE PLANTING PLAN OR ON THE TREE AND PLANT PROTECTION PLAN TO REMAIN SHALL BE CONSIDERED AS WEEDS. B.AT THE END OF THE CONSTRUCTION PERIOD PROVIDE ONE FINAL WEEDING OF THE TREE AND PLANT PROTECTION AREA. 3.14 INSECT AND DISEASE CONTROLLER A.MONITOR ALL PLANTS TO REMAIN FOR DISEASE AND INSECT INFESTATIONS DURING THE ENTIRE CONSTRUCTION PERIOD. PROVIDE ALL DISEASE AND INSECT CONTROL REQUIRED TO KEEP THE PLANTS IN A HEALTHY STATE USING THE PRINCIPLES OF INTEGRATED PEST MANAGEMENT (IPM). ALL PESTICIDES SHALL BE APPLIED BY A CERTIFIED PESTICIDE APPLICATOR. 3.15 CLEAN-UP A.DURING TREE AND PLANT PROTECTION WORK, KEEP THE SITE FREE OF TRASH, PAVEMENTS REASONABLY CLEAN AND WORK AREA IN AN ORDERLY CONDITION AT THE END OF EACH DAY. REMOVE TRASH AND DEBRIS IN CONTAINERS FROM THE SITE NO LESS THAN ONCE A WEEK. 1.IMMEDIATELY CLEAN UP ANY SPILLED OR TRACKED SOIL, FUEL, OIL, TRASH OR DEBRIS DEPOSITED BY THE CONTRACTOR FROM ALL SURFACES WITHIN THE PROJECT OR ON PUBLIC RIGHT OF WAYS AND NEIGHBORING PROPERTY. B.ONCE TREE PROTECTION WORK IS COMPLETE, WASH ALL SOIL FROM PAVEMENTS AND OTHER STRUCTURES. ENSURE THAT MULCH IS CONFINED TO PLANTING BEDS. C.MAKE ALL REPAIRS TO GRADES, RUTS, AND DAMAGE TO THE WORK OR OTHER WORK AT THE SITE. D.REMOVE AND DISPOSE OF ALL EXCESS MULCH, WOOD CHIPS, PACKAGING, AND OTHER MATERIAL BROUGHT TO THE SITE BY THE CONTRACTOR. 3.16 REMOVAL OF TREE AND PLANT PROTECTION A.AT THE END OF THE CONSTRUCTION PERIOD OR WHEN REQUESTED BY THE OWNER'S REPRESENTATIVE REMOVE ALL FENCING, GEOGRIDS AND FILTER FABRIC, TRUNK PROTECTION AND OR ANY OTHER TREE AND PLANT PROTECTION MATERIAL. 3.17 DAMAGE OR LOSS TO EXISTING PLANTS TO REMAIN A.ANY TREES OR PLANTS DESIGNATED TO REMAIN AND WHICH ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT THEIR OWN EXPENSE. TREES SHALL BE REPLACED WITH A TREE OF SIMILAR SPECIES AND 3 INCH CALIPER. SHRUBS SHALL BE REPLACED WITH A PLANT OF SIMILAR SPECIES AND EQUAL SIZE OR THE LARGEST SIZE PLANTS REASONABLY AVAILABLE WHICH EVER IS LESS. WHERE REPLACEMENT PLANTS ARE TO BE LESS THAN THE SIZE OF THE PLANT THAT IS DAMAGED, THE OWNER'S REPRESENTATIVE SHALL APPROVE THE SIZE AND QUALITY OF THE REPLACEMENT PLANT. 1.ALL TREES AND PLANTS SHALL BE INSTALLED PER THE REQUIREMENTS OF PLANTING SPECIFICATIONS. B.PLANTS THAT ARE DAMAGED SHALL BE CONSIDERED AS REQUIRING REPLACEMENT OR APPRAISAL IN THE EVENT THAT THE DAMAGE AFFECTS MORE THAN 25% OF THE CROWN, 25% OF THE TRUNK CIRCUMFERENCE, OR ROOT PROTECTION AREA, OR THE TREE IS DAMAGED IN SUCH A MANNER THAT THE TREE COULD DEVELOP INTO A POTENTIAL HAZARD. TREES AND SHRUBS TO BE REPLACED SHALL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE. 1.THE OWNER'S REPRESENTATIVE MAY ENGAGE AN INDEPENDENT CONSULTING ARBORIST TO ASSESS ANY TREE OR PLANT THAT APPEARS TO HAVE BEEN DAMAGED TO DETERMINE THEIR HEALTH OR CONDITION. 2.CONTRACTOR SHALL PAY ALL FINES AND MITIGATION COSTS ASSOCIATED WITH LOSS OF PROTECTED TREES DAMAGED BY CONTRACTOR'S FORCES. C.ANY TREE THAT IS DETERMINED TO BE DEAD, DAMAGED OR POTENTIALLY HAZARDOUS BY THE OWNER'S ARBORIST AND UPON THE REQUEST OF THE OWNER'S REPRESENTATIVE SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. TREE REMOVAL SHALL INCLUDE ALL CLEAN UP OF ALL WOOD PARTS AND GRINDING OF THE STUMP TO A DEPTH SUFFICIENT TO PLANT THE REPLACEMENT TREE OR PLANT, REMOVAL OF ALL CHIPS FROM THE STUMP SITE AND FILLING THE RESULTING HOLE WITH TOPSOIL. D.ANY REMEDIAL WORK ON DAMAGED EXISTING PLANTS RECOMMENDED BY THE CONSULTING ARBORIST SHALL BE COMPLETED BY THE CONTRACTOR AT NO COST TO THE OWNER. REMEDIAL WORK SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL COMPACTION REMEDIATION AND VERTICAL MULCHING, PRUNING AND OR CABLING, INSECT AND DISEASE CONTROL INCLUDING INJECTIONS, COMPENSATORY WATERING, ADDITIONAL MULCHING, AND COULD INCLUDE APPLICATION TREE GROWTH REGULATORS (TGR). E.REMEDIAL WORK MAY EXTEND UP TO TWO YEARS FOLLOWING THE COMPLETION OF CONSTRUCTION TO ALLOW FOR ANY REQUIREMENTS OF MULTIPLE APPLICATIONS OR THE NEED TO UNDERTAKE APPLICATIONS AT REQUIRED SEASONS OF THE YEAR. END OF SECTION 015639 LV S B MVTNO PARKINGNO PARKINGNO PARKING7643 8087 I E BUILDING HEIGHT: 30.75 FT FF ELEV. = 624.56±WWWWWWWWWWWWWWWWWUG E UG E UG E U G E U G E U G E UGEUGEONE-STORY BUILDING WALMART #5614 ARLINGTON 4904 COLLEYVILLE BOULEVARD COLLEYVILLE, TX 76034 STOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPBENCHMARK 2 N: 7006493.34' E: 2380963.59' ELEV: 622.38' BENCH MARK CUT X I EWWWWWWWWWWWWW WWWWUG E UG E UG E U G E U G E U G E UGEUGESTOPSTOPSTOPSTOP54.2'4.3'76.6'4.4'12.0'4.1'66.3'0.4'4.0'4.1 ' 15' UTILITY AND DRAINAGE EASEMENT CABINET A, SLIDE 1029 P.R.T.C.T. 15' UTILITY AND DRAINAGE EASEMENT CABINET A, SLIDE 1029 P.R.T.C.T. 40' BUILDING LINE CABINET A, SLIDE 1029 P.R.T.C.T. PROPANE PARCEL 179 PART 1 PERMANENT EASEMENT INST. NO. D217208166, O.P.R.T.C.T. LIR 31 LIR 62 LIM I T O F W O R K LIM I T O F W O R K LIMIT OF WORKLIMIT OF WORK310 LIR (1) EXISTING TREE TO REMAIN GROUNDCOVER GROUNDCOVER MM MM MM GLADE ROAD SYMBOL CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS GROUND COVERS LIR 403 Liriope muscari / Liriope 12" ht, 12" spr, 18" oc Full, 1 gallon min. PLANT SCHEDULE MISC CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS MM TBD Mineral Mulch 4" Depth, all interior planting areas to receive mineral mulch DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 617-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:06:08 PM at the file path: K:\sna_civil\_walmart ev (2025)\wm5614_ev_colleyville,tx\landscape\DESIGN\01 permit-code\plansheet LMC TTF BTM NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WM 5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 09/15/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:09/15/2025 SHEET TITLE SHEET SIZE: 36"x24" Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. .HI A AHCSTE EC CTTESALETST AIREG 02 O F 9 0 ET XM R LDRE CAANDS M EP A BP ELLDOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION 08/22/2025 LANDSCAPE PLAN L0.0 NORTH LANDSCAPE NOTES: 1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 2900 SPECIFICATION. 2.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3.ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 4.ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED. 5.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7.ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 8.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC. 12.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14.AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 15.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16.WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD OR MINERAL MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES. 17.REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 18.WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. 19.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 20.THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. 21.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. 22.THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN. 23.ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TO ADJACENT EXISTING TREES. 24.EXISTING TREES TO BE CORRECTIVELY PRUNED BY A CERTIFIED ARBORIST WITH THE DIRECTION OF THE LANDSCAPE ARCHITECT. NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. NOTE: ALL PROPOSED LANDSCAPE PLANTING AREAS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24” AS NECESSARY TO CONTAIN APPROPRIATE PLANTING MIX AS SPECIFIED IN SECTION 2900, PART 2.5 TOPSOIL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES, IRRIGATION LINES, WIRING, STRUCTURES, LANDSCAPE, ETC. WHICH ARE SCHEDULED TO BE RETAINED/ REUSED. PARKING LANDSCAPE REQUIREMENTS REQUIREMENTS REQUIRED PROVIDED A 140-SQUARE FOOT LANDSCAPE ISLAND WITH ONE 3-INCH TREE FOR EACH 18 PARKING SPACES PROVIDED. PARKING SPACE PROVIDED = 16 1 1 (EXT)COMMERCIALCOMMERCIALGLADE ROAD STOP! 1-800-DIG-TESS DIG TESS CALL BEFORE YOU DIG (@ least 72 hours prior to digging) CAUTION!! CONNECTION D. SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. C. SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). 6'-8' O.C. 2 1 INSTALLATION NOTES: 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. A. POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. B. POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/4 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 8' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND. (TYP.) 1 2 PLAN VIEW NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. ELEVATION DRIPLINE 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. CORNER CONNECTION 6' MIN. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 4" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE SECTION PARKING SPACE/CURB PLANTING 2'-0" CURB OR PARKING LOT EDGE, BY OTHERS 1. 2. 12 MIN. CLEAR (TYP.) DRIPLINE BARRIER DETAIL TREE/SHRUB PROTECTOR NTS NTS ±3'-0" TO CENTER OF NEAREST SHRUB 2'-0" 12 MIN. CLEAR ±3'-0" TO CENTER OF NEAREST SHRUB PARKING ISLAND, SIDE DETAIL PARKING ISLAND, NOSE-IN DETAIL CAR DOOR 3. 1.FIRE HYDRANT PROVIDE A MULCH, 4" DEPTH MIN., SURROUNDING AREA INDICATED. 1 2 3 2.NO PLANT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE.4'-0"7'-6"7'-6" NTS PLAN FIRE HYDRANT CLEAR ZONE 'FRONT' OF HYDRANT (TOWARD CURB) 7'-6" 6" "NO MULCH ZONE" BALL DIAMETER RING DIAMETER OVERALL MULCH AROUND BASE OF PLANT 4" DEPTH OF MULCH SOD/ MULCH 1"MAX DEPTH OF MULCH OVER ROOTBALL OR GENERAL MULCH COVER NTS SECTION MULCH DETAIL FOR TREE AND SHRUB PLANTINGS 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3. 4" MINIMUM OF SHREDDED HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL MIX AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. 8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. 1 2 3 4 5 7 4"12" TYP. SECTION PLAN 8 BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING TYP.1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM.TYP.1 2 3 4 5 674"12" TYP. SECTION PLAN BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING 5. SLOPE BOTTOM TO DRAIN 8. WATER TABLE 4. FILTER CLOTH 1 2 3 4 5 6 7 8 3. 12"± CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT EAST 1" ABOVE FINISHED GRADE. 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 6. 18"± AUGERED HOLE PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. FOR A PARKING ISLAND PLANTING & TREE GRATE PLANTERS SITUATIONS, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. TWICE ROOTBALL DIAMETER 36"±48"6 NTS SHRUB/ GROUNDCOVER PLANTING ON SLOPE NTS SHRUB/ GROUNDCOVER PLANTING NTS POOR DRAINAGE CONDITION SECTION SOIL/ MULCH BERM AS SPECIFIED 2'-0" MIN. CLEAR SHRUB CURB SPRAY TURF AT TOP OF ISLAND BERM WITH APPROVED HERBICIDE PRIOR TO PLANTING REMOVE 3" DEPTH BELOW TOP OF CURB. TAPER (6" MIN) BACK TO EXISTING GRADE TO HELP RETAIN MULCH. NTS MULCH TAPER DETAIL BED SOIL. 12" MINIMUM DEPTH. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. DIFFERENT PLANTING TREATMENTS OR DECOMPOSED GRANITE. 3 4 3/4" MAX. 2 3 NATIVE SOIL4 METAL EDGING2 1 1 STEEL EDGING 5 5 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 1 2 4 3 STEEL EDGING, SEE DETAIL 4" DECOMPOSED GRANITE, COMPACTED TO 95% SPD GRADE LEVEL WITH TOP OF STEEL EDGING WEED BLOCK/ FILTER FABRIC PINNED AT 24" O.C. EACH WAY 5 4" WASHED LIMESTONE COMPACTED TO 95% SPD 6 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 1 2 3 4 5 6 7 SUBGRADE COMPACTED TO 95% SPD 7 DECOMPOSED GRANITE 1 2 4 3 STEEL EDGING, SEE DETAIL GRADE LEVEL WITH TOP OF STEEL EDGING WEED BLOCK/ FILTER FABRIC PINNED AT 24" O.C. EACH WAY 5 6" ROCK/GRAVEL COMPACTED TO 95% SPD 6 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 1 2 3 4 5 SUBGRADE COMPACTED TO 95% SPD 6 ROCK/GRAVEL 3'-0" NOTE: SEE LANDSCAPE BERM DETAIL FOR TREE PLANTING. 1 MAX. 3 UNDISTURBED SUBGRADE 4" MULCH OR TOPSOIL (MIN.) 12" SEE PAVING DETAILS FOR ADJACENT PAVEMENT SECTION PROVIDE CONTIGUOUS GRAVEL BASE COURSE BELOW CONCRETE BUFFER BASE COURSE AND ABOVE 12" EXTENSION OF PAVEMENT BASE COURSE 12" MIN. 3' PROTECTED LANDSCAPE BUFFER OR 2' NON-VEGETATED BUFFER FOR "CAR OVERHANG" (SEE SITE PLAN FOR MATERIAL TYPE) 4" GRAVEL BASE COURSE (WHEN BUFFER IS CONCRETE) NTS LANDSCAPE BUFFER DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 617-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:06:20 PM at the file path: K:\sna_civil\_walmart ev (2025)\wm5614_ev_colleyville,tx\landscape\DESIGN\01 permit-code\plansheet LMC TTF BTM NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WM 5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 09/15/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:09/15/2025 SHEET TITLE SHEET SIZE: 36"x24".HI A AHCSTE EC CTTESALETST AIREG 02 O F 9 0 ET XM R LDRE CAANDS M EP A BP ELLDOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION 08/22/2025 PLANTING DETAILS L1.0 LV S B MVTNO PARKINGNO PARKINGNO PARKING7643 8087 I E BUILDING HEIGHT: 30.75 FT FF ELEV. = 624.56±WWWWWWWWWWWWWWWWWUG E UG E UG E U G E U G E U G E UGEUGEONE-STORY BUILDING WALMART #5614 ARLINGTON 4904 COLLEYVILLE BOULEVARD COLLEYVILLE, TX 76034 STOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPBENCHMARK 2 N: 7006493.34' E: 2380963.59' ELEV: 622.38' BENCH MARK CUT X BENCHMARK 3 N: 7006261.28' E: 2380693.04' ELEV: 622.73' BENCH MARK CUT X 7643 7882 7994 8087 I E 17643 WWWWWWWWWWWWWWWWWUG E UG E UG E U G E U G E U G E UGEUGE54.2'4.3'76.6'4.4'12.0'4.1'66.3'0.4'4.0'4.1 ' 15' UTILITY AND DRAINAGE EASEMENT CABINET A, SLIDE 1029 P.R.T.C.T. 15' UTILITY AND DRAINAGE EASEMENT CABINET A, SLIDE 1029 P.R.T.C.T. 40' BUILDING LINE CABINET A, SLIDE 1029 P.R.T.C.T. PROPANE PARCEL 179 PART 1 PERMANENT EASEMENT INST. NO. D217208166, O.P.R.T.C.T. LIM I T O F W O R K LIM I T O F W O R K LIMIT OF WORKLIMIT OF WORKPOC5.411 1" 3 4" 1.812 1" CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE. COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. EXISTING IRRIGATION THROUGHOUT PROPERTY TO REMAIN AND BE PROTECTED IN PLACE DURING ALL CONSTRUCTION ACTIVITIES (TYP.) IRRIGATION CONTRACTOR TO ADD/REPLACE/ADJUST EXISTING IRRIGATION TO ACCOMMODATE SITE IMPROVEMENTS AND PROPOSED IRRIGATION. ALL IRRIGATED AREAS TO RECEIVE 100% HEAD TO HEAD COVERAGE (TYP.) IRRIGATION CONTRACTOR AND GC TO LOCATE EXISTING MAINLINE AND WIRE BUNDLE PRIOR TO CONSTRUCTION AND PROTECT DURING ALL CONSTRUCTION ACTIVITIES (TYP.) IRRIGATION CONTRACTOR RESPONSIBLE FOR REPLACING EXISTING IRRIGATION EQUIPMENT IF DAMAGED (TYP.) IRRIGATION CONTRACTOR TO VERIFY EQUIPMENT SELECTION WITH OWNER PRIOR TO CONSTRUCTION AND SUBMIT PREFERRED EQUIPMENT IN IRRIGATION SUBMITTAL FOR REVIEW AND APPROVAL BY LICENSED IRRIGATOR (TYP.) CONNECT TO MAINLINE IN APPROXIMATE LOCATION ALL DRIP ZONES TO HAVE A MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD OR PAVEMENT EDGE. (TYP.) ALL DRIP ZONES TO HAVE A MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD OR PAVEMENT EDGE. (TYP.) PROPOSED VALVE TO BE CONNECTED TO EXISTING MAINLINE AND WIRED TO EXISTING CONTROLLER. (TYP.) SLEEVING SHOWING FOR CLARITY. INSTALL LATERAL AND MAINLINE IN ONE SLEEVE AND SIZE SLEEVE ACCORDINGLY. (TYP.) 3 4" 3 4" 112" GLADE ROAD SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZLF-100-PRF Low Flow, 0.2-10 GPM, with 1in. Low Flow Valve valve and 1in. Pressure Regulating RBY filter and 40psi pressure regulator. 2 Netafim TLCV-026-12 Drip Ring 1 Area to Receive Dripline Netafim TLCV-026-12 Techline Pressure Compensating Landscape Dripline with Check Valve. 0.26 GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. 17mm. 1,612 lf SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Point of Connection 1" CONTRACTOR TO CONNECT INTO EXISTING IRRIGATION MAINLINE 1 Irrigation Lateral Line: PVC Class 200 SDR 21 140.5 lf Irrigation Mainline: PVC Class 200 SDR 21 182.5 lf Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. 139.6 lf POC #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 617-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:19:35 PM at the file path: K:\sna_civil\_walmart ev (2025)\wm5614_ev_colleyville,tx\landscape\DESIGN\01 permit-code\plansheet LMC TTF BTM NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WM 5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 09/15/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:09/15/2025 SHEET TITLE SHEET SIZE: 36"x24" Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION 08/22/2025 IRRIGATION PLAN I0.0 NORTH 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 4. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 7. THIS IRRIGATION SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 65 G.P.M. STATIC WATER PRESSURE IS ASSUMED TO 75 P.S.I. 8. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. 9. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 10. WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 11. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 12. IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 13. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 14. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 15. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 16. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 17. INSTALL ALL VALVE BOXES 5' MINIMUM FROM ANY CURB. IRRIGATION NOTES: ABOVE QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR TO CONFIRM ALL QUANTITIES PRIOR TO BIDDING. REFERENCE MAXIMUM LATERAL DRIPLINE CHART TO DETERMINE MINIMUM NUMBER OF POINTS OF CONNECTION PER DRIP LINE ZONE. WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. HUNTER ECO-INDICATOR, AIR RELIEF AND FLUSH VALVE TO BE PLACED IN ALL DRIP AREAS AT THE FURTHEST POINT OF EACH DRIP RUN. ZONES LOWER THAN THE CAPACITY OF THE FLOW SENSOR ARE TO BE WIRED IN THE CONTROLLER WITH ANOTHER ZONE SO THAT THE FLOW SENSOR READS BOTH ZONES AS ONE ZONE IN ORDER TO MEET THE FLOW SENSOR'S LOWEST GPM REQUIREMENT. DRIP ZONES REQUIRED TO REMAIN PIPED AS SEPARATE ZONES. THIS IRRIGATION PLAN IS DESIGNED TO THE FOLLOWING STATS: 65 PSI AND 75 GPM. IF WATER PRESSURE EXCEEDS THE DESIGN SPECIFICATIONS MORE THAN 20 PSI, A PRESSURE REDUCER WILL BE REQUIRED AT THE SOURCE AT COST OF THE CONTRACTOR. CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF SYSTEM HAS +/- 5 PSI THAN DESIGN PRESSURE.COMMERCIALCOMMERCIALGLADE ROAD DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 617-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:07:24 PM at the file path: K:\sna_civil\_walmart ev (2025)\wm5614_ev_colleyville,tx\landscape\DESIGN\01 permit-code\plansheet LMC TTF BTM NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WM 5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 09/15/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:09/15/2025 SHEET TITLE SHEET SIZE: 36"x24" DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION 08/22/2025 DETAIL - N.T.S. MP ROTATOR SPRINKLER MODEL PRS40-04-CV LATERAL PIPE FINISH GRADE LATERAL TEE OR ELL SWING JOINT: HUNTER 'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) PVC OR PE SUPPLY HEADER TOP OF SLOPE AIR/VACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY LATERAL TUBING PVC OR PE EXHAUST HEADER TOE OF SLOPE REMOTE CONTROL VALVE ASSEMBLY WITH DISC FILTER AND PRV CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE CONVENTIONAL SPACING PLUS 25% ON BOTTOM 1/3 OF SLOPE NOTE: ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE SLOPE FEED LAYOUT DETAIL - N.T.S. SLEEVE SIZE 3" 2-1/2" 2-1/2" 2" 1-1/4" PIPE SIZE 1" 2" 1-1/2" 1-1/4" 3/4" 6" 4" 3, 4" 2-1/2" SLEEVE SIZE SCHEDULE PAVEMENT/ FINISHED GRADE SLEEVE AS SPECIFIED (PROVIDE SEPARATE 2" CHASE FOR CONTROL WIRING.) 18" FOR NON-PRESSURIZED LATERAL 24" FOR MAINLINE SWEEP EL (TYPICAL) TEMPORARY RISER AND CAP SOLVENT WELD CAP TO RISER DETAIL - N.T.S. SLEEVE INSTALLATION LF LF PVC OR POLY SUPPLY HEADER PVC OR POLY EXHAUST HEADER AREA PERIMETER REMOTE CONTROL FILTER AND PRV VALVE WITH DISC 2" TO 4" FROM EDGE PERIMETER LATERALS ` CONNECTION Techline START MALE ADAPTER CONNECTION Techline START PLUMBED TO PVC OR POLY AUTOMATIC LINE FLUSHING VALVE DETAIL - NO SCALE ® HARDSCAPE 1/4" X 2" METAL STRAP NOTES: 1.4" MINIMUM PIPE SIZE FOR THRUST BLOCKS 2.MIN. THRUST BLOCK SIZE SHALL BE 2 CU. FT. 2' X 2' X 2' VALVE ANCHOR THRUST BLOCK DETAIL - N.T.S. TECHLINE DRIPPER SPACING DRIPPER FLOW RATE (GPH) INLET PRESSURE (PSI) 15 25 35 45 292 397 486 520 233 312 365 407 175 238 279 311 410 558 656 732 322 438 514 574 247 335 394 439 405 553 649 725 308 423 497 555 0.4 0.6 0.9 0.4 0.6 0.9 0.6 0.9 12"18"24" TECHLINE-MAXIMUM LENGTH OF A SINGLE LATERAL (FEET) TECHLINE DRIPPER SPACING DRIPPER FLOW RATE (GPH) INLET PRESSURE (PSI) 15 25 35 45 109 325 409 469 86 256 322 369 65 194 244 280 151 459 579 664 120 361 456 523 91 274 346 397 152 458 580 666 116 348 440 506 0.4 0.6 0.9 0.4 0.6 0.9 0.6 0.9 12"18"24" TECHLINE CV-MAXIMUM LENGTH OF A SINGLE LATERAL (FEET) WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. AUTOMATIC LINE FLUSHING VALVE PLUMBED TO PVC OR POLY AREA PERIMETER CONNECTION Techline START EXHAUST HEADER Techline TEE SUPPLY HEADER VALVE WITH DISC FILTER AND PRV REMOTE CONTROL IRREGULAR AREAS: TRIANGULAR DETAIL - NO SCALE ® ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. (PLUMBED TO POLY) FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE BRICK SUPPORTS (THREE) 3/4" CRUSHED GRAVEL SUMP DETAIL - N.T.S. AIR/VACUUM RELIEF 3/4"M x 1/2"F TxT REDUCTION BUSHING 3/4" PVC COUPLING (TxT) 3/4" SCH 80 RISER (LENGTH AS REQUIRED) POLY TUBING CLAMPED TO PVC INSERT FITTING STAINLESS STEEL CLAMPS DETAIL - N.T.S. LINE FLUSHING VALVE W/ SHUT-OFF VALVE TEE VALVE BOX (INSTALL PER SPECS) 3/4" GRAVEL SUMP (1 CUBIC FOOT) LINE FLUSHING VALVE #F-TLFV-1 COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) CONTRACTOR TO INSTALL LINE FLUSH VALVES (1 PER 15 GPM OF ZONE FLOW). INSTALL AS FAR FROM SOURCE AS POSSIBLE. IRRIGATION CONTRACTOR TO INSTALL AN AIR RELIEF VALVE(S) AT ALL HIGH POINTS OF EACH ZONE (I.E. EVERY ISLAND WITHIN A ZONE SHALL RECEIVE AN AIR RELIEF VALVE). ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. GRADE EXISTING PVC LATERAL LINE STANDARD SRAY BODY. EXISTING SUPPLY PIPE OR DRIP LINE. TEFLON TAPE FOR ALL THREADED CONNECTIONS CAP GLUED TO STEM NOTE: 1.INSTALL IN MULCH BED. 2.TO BE PLACED AT THE FARTHEREST POINT ON EACH ZONE. IF A ZONE SPLITS PLACE ONE ON EACH SPLIT. 3.DO NOT INSTALL WITHIN 5' OF A CURB. OPERATION MONITOR PLACE SECOND TREE RING 30" FROM TRUNK. PLACE 2ND RING 36" FROM TREE TRUNK. PLACE 3RD RING 48" FROM TREE TREE WATERING BASIN PLACE 1ST RING 18" FROM TREE TRUNK. Trunk CANOPY TREES 3" CAL. AND LARGER PLACE FIRST TREE RING 18" FROM TRUNK. MULTI-TRUNK ORNAMENTAL TREE TREE CANOPY ORNAMENTAL TREES TREE RING DETAILS DETAIL - NO SCALE REFERENCE DRAWINGS FOR TECHLINE DRIPPER SPACING AND GPA RATE REFERENCE DRAWINGS FOR TECHLINE DRIPPER SPACING AND GPA RATE EMITTERS FLOW (GPM) TOTAL LENGTH OF DRIP LINE = 53' 30 45 60 0.4 0.6 0.9 0.35 0.53 0.79 10.5 16 24 15.8 24 35 RUN TIMES (MIN) 21 32 47 DRIP RING OUTPUT (GPM BASED ON EMMITER SPACING @ 12" OC) EMITTERS FLOW (GPM) TOTAL LENGTH OF DRIP LINE = 53' 30 45 60 0.4 0.6 0.9 0.23 0.35 0.53 6.9 10.5 15.9 10.4 15.8 23.9 RUN TIMES (MIN) 13.8 21 31.8 DRIP RING OUTPUT (GPM BASED ON EMMITER SPACING @ 18" OC) TO SOURCE/ LATERAL FEED BLANK DRIPLINE TUBING W/ FITTINGS TO SOURCE/ LATERAL FEED BLANK DRIPLINE TUBING W/ FITTINGS OM OPERATION MONITOR OM OPERATION MONITOR TREE 4" APPROVED MULCH & WEED FABRIC. SOLID DRIP LINE OR PVC LATERAL. PVC LATERAL TO ADDITIONAL TREE RINGS SECTION 2" MINIMUM CLEARANCE 1 CU. FT. PEA GRAVEL SUMP(1- EA. CORNER) BRICK SUPPORT © Copyright 2003NETAFIM IRRIGATION INC.© Copyright 2003NETAFIM IRRIGATION INC. NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB 3/4" DISC FILTER 3/4" PRV 45 PSI LF REMOTE CONTROL VALVE 1" FPT PVC MAINLINE PVC OR POLY LATERAL LINE 12" X 18" VALVE BOX 1" X 3/4" SCH 40 RED BUSHING OM OPERATION LOW FLOW ZONE CONTROL VALVE KIT DETAIL - N.T.S. 0.26 0.260.23 0.15 4.5 6.7 96.9 10.3 13.8 MF MANUAL FLUSH VALVE MF MANUAL FLUSH VALVE MONITOR DETAIL - N.T.S. EXISTING SOURCE COMPONENTS WATER METER 3/4" MINUS WASHED GRAVEL EXISTING MASTER VALVEFINISHED GRADE VALVE BOX 3/4" MINUS WASHED GRAVEL STANDARD VALVE BOX BRICK SUPPORTS TYP. FLOW EXISTING FLOW SENSOR VALVE BOX VALVE BOX NOTE: INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10 X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NOT FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. INSTALL MINIMUM 12" OR MAX. 30" ABOVE GRADE (OR PER LOCAL CODE). FEBCO 825Y (OR EQUAL) FLOW OIL FILLED PRESSURE GAUGE CONTRACTOR TO PROVIDE PROPER VALVES, DRAINS, ETC. TO ALLOW EFFICIENT WINTERIZATION OF SYSTEM ON AN ANNUAL BASIS. LOCKING GATE VALVE DRIPELINE LENGHTS INSTALL IN HEATED PROTECTIVE ENCLOSURE WITH ADEQUATE DRAINAGE IRRIGATION DETAILS I1.0 DESCRIPTIONITEM CIVIL SITE PLAN LEGEND Know what's below. before you dig.Call R CAUTION!! CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.ZSIDEWALK CONCRETE PAVEMENT REGRADE & RESTORE ASPHALT PAVEMENT REGRADE AND RESTORE LANDSCAPE AREA RESTORE CONCRETE CURBING SIGN POST PROPERTY LINE SETBACK / EASEMENT LINE PARKING CONCRETE PAVEMENT PAVEMENT SAWCUT LINE SEAL COAT ASPHALT PAVEMENT CONCRETE EQUIPMENT PAD TRUNCATED DOMES Ø4" CHARGER PROTECTION BOLLARD TRAFFIC ARROW PAVEMENT MARKING Ø6" UTILITY BOLLARD Ø6" SWITCHBOARD PROTECTION BOLLARD RELOCATED TREE SETBACK NOTE CONSTRUCTION NOTES EXISTING UTILITY NOTE 1.SEE PAVING AND ADDITIONAL CONSTRUCTION NOTES ON SHEET G1.0. 2.CONTRACTOR TO BORE AND / OR HAND-TRENCH CONDUIT AS REQUIRED PER NEC. 3.ALL EQUIPMENT SHALL BE INSTALLED PER CLIENT DESIGN STANDARDS. 4.CONTRACTOR TO RETURN ALL AREAS OF DISTURBANCE BACK TO EXISTING GRADE AND UP TO OR BETTER THAN EXISTING CONDITIONS. 5.ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY THAT LOCATIONS OF ALL PROPOSED EVSG ELECTRICAL EQUIPMENT ARE IN COMPLIANCE WITH ALL LOCAL CODES, SETBACKS, AND BUFFERS. THE EXISTING UTILITIES SHOWN ON THIS PLAN ARE BASED UPON AVAILABLE RECORDS AND FIELD SUE. THE CONTRACTOR MUST FIELD-DETERMINE THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. REPORT DISCREPANCIES AND POTENTIAL CONFLICTS WITH PROPOSED INFRASTRUCTURE TO THE ENGINEER PRIOR TO INSTALLATION OF ANY PIPING. LVSB MVTNO PARKINGNO PARKINGNO PARKINGRITIEWWWWWWWWWWUGEUGEUGEUGE UGE UGE UGEUGEUGECBL CBL OHE OHE OHE OHE OHE OHESTOPSTOPSTOPSTOPSTOPEXISTING WATER LINE IN THE AREA. CAUTION!! (6 2 3 )(622)(623 )(621)(622)(622)( 6 2 0 )624EXISTING WALMART NEIGHBORHOOD MARKET STORE NO. 5614 54,998 SQ. FT. 15' UTILITY AND DRAINAGE EASEMENT CABINET A, SLIDE 1029 P.R.T.C.T. 40' BUILDING LINE CABINET A, SLIDE 1029 P.R.T.C.T. PARCEL 179 PART 1 PERMANENT EASEMENT INST.NO. D217208166, O.P.R.T.C.T. PROPERTY LINE EXISTING WATER LINE TO REMAIN AND BE PROTECTED PRIMARY ELECTRICAL TIE-IN LOCATION (BY ONCOR) EXISTING WATER LINE IN THE AREA. CAUTION!! GLADE ROAD18.0'(TYP.)121.0'20.5'5.0'PROPOSED 4' X 4' BORE PIT TO BE CONSTRUCTED WITHIN THE LANDSCAPE. PROPOSED 4' X 4' BORE PIT TO BE CONSTRUCTED WITHIN THE LANDSCAPE. EXISTING WATER LINE TO REMAIN AND BE PROTECTED EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED EXISTING STOP SIGN TO REMAIN AND BE PROTECTED EXISTING WATER VALVE TO REMAIN AND BE PROTECTED EXISTING TREE TO REMAIN AND BE PROTECTED EXISTING STOP SIGN TO REMAIN AND BE PROTECTED EXISTING TREE TO REMAIN AND BE PROTECTED EXISTING STOP BAR TO REMAIN AND BE PROTECTED EXISTING STOP BAR TO REMAIN AND BE PROTECTED EXISTING FIRE LANE TO REMAIN AND BE PROTECTED 5.0' (TYP.) 4.5' (TYP.)20.0'(TYP.)12.0' (TYP.) 50.3' 30.4'7.3'6.0'24.3'19.6' 25.5'8.6'5.0'7.5' TIE INTO EXISTING CURB TIE INTO EXISTING CURB PROPOSED STANDARD EV STALL (TYP. 6) PROPOSED ACCESSIBLE EV STALL (TYP. 2) RELOCATED EXISTING CART CORRAL EXISTING CURB RAMP TO BE MODIFIED 24.2'5.0'12.0' (TYP.) 5.0' 11.1'18.8 ' EXISTING WALMART NEIGHBORHOOD MARKET STORE NO. 5614 54,998 SQ. FT. PROPERTY LINE EXISTING FIRE LANE TO REMAIN AND BE PROTECTED PROPOSED STANDARD STALL (TYP.) 18.0' (TYP.)9.0'(TYP.)40.8' DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 616-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:52:01 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\CAD\PlanSheets\SUP Submittal JMC CO CO DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WALMART NEIGHBORHOOD MARKET #5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 08/21/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:9/15/2025 SHEET TITLE SHEET SIZE: 36"x24" JMC CO CO PROPOSED STANDARD PARKING LOCATION EV CHARGING AREA 0 10 20 GRAPHIC SCALE IN FEET 40 SCALE: 1" = 20' WHEN PRINTED AT FULL SIZE (24" x 36") NOR T H C1.0 ENGINEERING PLAN 10 20 GRAPHIC SCALE IN FEET 40 SCALE: 1" = 20' WHEN PRINTED AT FULL SIZE (24" x 36") NOR T H LOD DESCRIPTIONITEM EROSION AND SEDIMENT CONTROL LEGEND TP TP Know what's below. before you dig.Call R CAUTION!! CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EROSION & SEDIMENT CONTROL NOTES 1.REFER TO SHEET G1.0 FOR ADDITIONAL EROSION PREVENTION & SEDIMENT CONTROL (E&S) NOTES. 2.REFER TO SHEET C6.0 FOR E&S DETAILS. 3.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS. 4.DUST CONTROL MEASURES SHALL BE IMPLEMENTED DURING DEMOLITION. 5.CONTRACTOR TO INSTALL CHAIN LINK FENCE WITH MESH SCREEN TO PROTECT PUBLIC FROM ENTERING CONSTRUCTION AREA. 6.TREE PROTECTION FENCING IS TO REMAIN IN PLACE UNTIL FINAL INSPECTION AND SIGN-OFF ON THE MASTER BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY BY THE URBAN FORESTER. STORMWATER SIGN-OFF AND REMOVAL OF EROSION CONTROL MEASURES IS NOT JUSTIFICATION TO REMOVE TREE PROTECTION FENCING. 7.ANTICIPATED TREE REMOVAL(S) ARE SHOWN ON PLANS. CONTRACTOR SHALL VERIFY TREE REMOVAL(S) IN THE FIELD AND SHALL ATTEMPT TO SAVE TREES WHERE FEASIBLE. 8.ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS NOTED OTHERWISE. 9.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 10.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 11.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 12.CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. 13.ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 7 DAYS. 14.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 15.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PER REQUIREMENTS IN THESE E&S CONTROL NOTES. 16.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE. 17.ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS. 18.STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT DOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS. 19.ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL. 20.ANY WORK DONE OUTSIDE THE CONSTRUCTION FENCE MUST BE COORDINATED WITH THE STORE MANAGER AND MUST ALLOW ACCESS FOR WALMART TRUCKS AND VENDOR DELIVERY VEHICLES. 21.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY GENERIC PERMIT. EROSION AND SEDIMENT CONTROL INITIAL EROSION AND SEDIMENT CONTROL ·CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, TREE PROTECTION FENCING, FIBER ROLLS, AND CONCRETE WASHOUTS ON-SITE PRIOR TO DEMOLITION BEGINNING. ·SILT FENCE IS TO BE INSTALLED AROUND ALL BIORETENTION AREAS TO PROTECT FROM SOIL COMPACTION DURING CONSTRUCTION. ·AFTER PERIMETER MEASURES ARE INSTALLED, CONTRACTOR SHALL SCHEDULE PRE-CONSTRUCTION MEETING WITH AHJ. ·CONTRACTOR TO CONTACT AHJ TO OBTAIN STORMWATER PERMIT. THE CONTRACTOR SHALL CONTACT APPROPRIATE PARTY FOR INSPECTION OF EROSION CONTROL DEVICES. ·ALL 3:1 OR STEEPER SLOPES TO BE STABILIZED WITHIN 7 DAYS. FINAL EROSION AND SEDIMENT CONTROL ·CONTRACTOR TO CLEAR, GRUB, EXCAVATE EXISTING UTILITIES ON-SITE AND GRADE REMAINING SITE. ·INSTALL PROPOSED UTILITIES. ·CONSTRUCT REMAINING SITE ACCORDING TO THE APPROVED PLANS, OR AS INSTRUCTED BY THE EROSION CONTROL INSPECTOR. ·PERMANENTLY STABILIZE SITE. ·UPON PERMANENT SITE STABILIZATION, REMOVE ALL TEMPORARY EROSION & SEDIMENT CONTROL MEASURES. ·FINISH INSTALLING PERMANENT STORMWATER BMP'S SHOWN ON PLANS. CONSTRUCTION SEQUENCE CLARIFICATION THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS AN OVERVIEW AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THIS PLAN. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. DISTURBANCE NOTE FOR THE PURPOSE OF THIS PLAN, THE LIMITS OF DISTURBANCE (LOD) IS THE BOUNDARY WITHIN WHICH ALL CONSTRUCTION, CLEARING, EXCAVATION, GRADING, AND RELATED ACTIVITIES SHALL OCCUR. CONSTRUCTION SIGN SILT FENCE EROSION EEL / FILTER SOCK TREE PROTECTION INLET PROTECTION STORMWATER FLOW DIRECTION ARROW CONSTRUCTION EXIT CONCRETE WASHOUT AREA SEEDING / STABILIZATION LIMITS OF DISTURBANCE= ±14,600 SF (±0.34 AC) PROPERTY LINE SETBACK / EASEMENT LINE CONSTRUCTION FENCE K:\SNA_Civil\_Walmart EV (2025)\WM2974_EV_Richardson,TX\CAD\PlanSheets\WorkingPDFs\WM 2974.1012_Richardson TX_Civil Design_OTP.pdf LVSB MVTNO PARKINGNO PARKINGNO PARKINGRITIEWWWWWWWWWWUGEUGEUGEUGE UGE UGE UGEUGEUGECBL CBL OHE OHE OHE OHE OHE OHESTOPSTOPSTOPSTOPSTOPXXXXXXXXXXXXXXXXXXXXXXXXXX X CE TPTPTPTP TP TPTP(622)(624) (6 2 4 )(624)(622)(622)( 6 2 0 ) 622624624624 15' UTILITY AND DRAINAGE EASEMENT CABINET A, SLIDE 1029 P.R.T.C.T. 40' BUILDING LINE CABINET A, SLIDE 1029 P.R.T.C.T. PARCEL 179 PART 1 PERMANENT EASEMENT INST.NO. D217208166, O.P.R.T.C.T. PROPERTY LINE EXISTING WATER LINE TO REMAIN AND BE PROTECTED PRIMARY ELECTRICAL TIE-IN LOCATION (BY ONCOR) EXISTING TREE TO REMAIN AND BE PROTECTED CONSTRUCTION FENCE LIMITS OF DISTURBANCE EROSION EEL/FILTER SHOCK CONSTRUCTION ENTRANCE EXISTING WATER LINE TO REMAIN AND BE PROTECTED EROSION EEL/FILTER SHOCK DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 616-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 3:14:29 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\CAD\PlanSheets\SUP Submittal JMC CO CO DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WALMART NEIGHBORHOOD MARKET #5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 08/21/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:9/15/2025 SHEET TITLE SHEET SIZE: 36"x24" JMC CO CO 0 GRAPHIC SCALE IN FEET NOR T H 0 GRAPHIC SCALE IN FEET SCALE: 1" = 20' WHEN PRINTED AT FULL SIZE (24" x 36") NOR T H 402010 C2.0 EROSION CONTROL PLAN N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE PROTECTION FENCE PROTECTION CURB WITH LANDSCAPE ARCHITECT. 6. INSTALL NEW BACKFILL OR SIDEWALK/CURB. 5. COORDINATE ALL DEMOLITION OPERATIONS W/ LANDSCAPE ARCHITECT. 4. CAREFULLY ROTATE CURB SECTION AWAY FROM ROOTS. 3. BREAK OR CUT CURB A 6' SECTION OF CURB.SHALL OCCUR OUTSIDE THE SEQUENCE PROTECTION AREA. COORDINATE 1. PERFORM ANY ROOT PRUNING. 2. INSTALL PROTECTION FENCING.ALL DEMOLITION PROCEDURES OR SIMILAR EQUIPMENT BACKHOE, TRACKHOE CURB AWAY FROM TREE ROTATE PLAN ROOTS SEE PLAN TREE ROOTS AREA CURB INLET SEDIMENT BARRIER BACK OF SIDEWALK SPILLWAY PLAN VIEW SPILLWAY CATCH BASIN SECTION A-A NOTES: 1.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2.GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%. 3.GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL. 4.PLACE SEVERAL LAYERS OF SAND BAGS (1'-0" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. 5.LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY. 6.PLACE FILTER FABRIC OVER WIRE MESH. FILTER FABRIC SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON, POLYESTER, OR ETHYLENE FABRIC WITH AN EQUIVALENT OPENING SIZE NOT GREATER THAN 20 SIEVE AND WITH A MINIMUM FLOW RATE OF 40 GALLONS/MINUTE/SQ. FT. 7.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. BACK OF CURB CURB INLET SIDEWALK CURB INLET GRAVEL FILLED BAGS ARE TIGHTLY STACKED CATCH BASIN A A PLAN VIEW 1'-6" MIN. 2 BAGS HEIGHT MIN. DROP INLET SEDIMENT BARRIER SECTION VIEW NOTES: 1.GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70% 2.GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL. 3.PLACE SEVERAL LAYERS OF SAND BAGS (1'-0" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. 4.LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY. 5.PLACE WIRE MESH OVER AND 1'-0" (MINIMUM) BEYOND THE INLET STRUCTURE. 6.PLACE FILTER FABRIC OVER WIRE MESH. FILTER FABRIC SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON, POLYESTER, OR ETHYLENE FABRIC WITH AN EQUIVALENT OPENING SIZE NOT GREATER THAN 20 SIEVE AND WITH A MINIMUM FLOW RATE OF 40 GALLONS/MINUTE/SQ. FT. 7.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. DROP INLET W/ GRATE GRAVEL BAG FILLED WITH COARSE GRAVEL 4" PVC PIPE FOR DRAINAGE ROW OF GRAVEL FILLED BAGS (1'-6" MINIMUM WIDTH) & (x2) BAGS MIN. HEIGHT 4" PVC PIPE FOR DRAINAGE FILTER FABRIC SENSITIVE AREAS TREE DRIPLINE NOTES: 1.FURNISH AND INSTALL TEMPORARY HIGH-VISIBILITY FENCING AT THE TREE DRIPLINE OR CONSTRUCTION LIMITS AS SHOWN ON EROSION CONTROL PLANS PRIOR TO ANY LAND DISTURBANCE. 2.WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. TREE PROTECTION / HIGH VISIBILITY FENCING LIMITS OF DISTURBANCE 3'-0" MIN.HIGH-VISIBILITY FENCING WOOD OR STEEL STAKE FINISHED GRADE TREE PROTECTION 2'-0" MIN.PERMANENT SEEDING / STABILIZATION PERMANENT STABILIZATION MEASURES SHALL BE DONE IN ACCORDANCE WITH LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS 4231 PONDING HEIGHT DEMOLITION PROCEDURE - CURBING 5 CONCRETE / ASPHALT WASHOUT6 7EROSION EEL / FILTER SOCK 8 ASPHALT WASHOUT EARTHEN BERM (TYP.) SECTION A-A PERMEABLE GEOTEXTILE FABRICVARIES VARIESVARIESVARIES PERMEABLE GEOTEXTILE FABRIC PERMEABLE GEOTEXTILE FABRIC PERMEABLE GEOTEXTILE FABRIC EARTHEN BERM (TYP.) SANDBAG SANDBAG PLYWOOD PAINTED WHITE LAG SCREW (TYP.) WOOD POST LETTERS STAPLES DEPTH + 4" MIN. FREEBOARD SECTION B-B PLAN VIEW TYPE "ABOVE GRADE" ASPHALT WASHOUT SIGN (OR EQUIVALENT) PLAN VIEW TYPE "BELOW GRADE" STAPLE DETAIL ELEVATION VIEW SECTIONAL VIEW FOR STEEL POSTS OR WOOD POSTS SILT FENCE TIEBACK FLOW TIEBACK BETWEEN FENCE POST AND ANCHOR STAKE TO BE NO. 8 (0.25") HOLLOW BRAIDED POLYPROPYLENE ROPE WITH MINIMUM TENSILE STRENGTH OF 1,200 POUNDS MIN. 2.25" (NOMINAL) X 2.25" (NOMINAL) - (1.75" ACTUAL X 1.75" ACTUAL) (3.06 SQ. IN.) HARDWOOD POST (OAK OR HICKORY) OR MIN. 1.25 LB./FT. STEEL POST (STD. "T" OR "U" SECTION) - LENGTH 58" ANCHOR SILT FENCE FABRIC 6" DEEP WITH 6" RUN-OUT LENGTH POSITION POST/FABRIC ASSEMBLY AT VERTICAL TO A MAX. 5° FROM THE VERTICAL (ANGLED TOWARD FLOW) FLOW 6" 6" SILT FENCE FABRIC BACKFILL WITH COMPACTED SOIL 2'-0" 2'-0" 2" MIN. EXISTING GROUND 6'-0" MAX SPACING USE MIN. x18 POSTS FOR 100 FT LENGTH 4'-10" MIN. WOOD POST (TYP) 8" MIN. BOTTOM OF TRENCH ANCHOR STAKE MIN. 18" LONG TO BE PLACED 12" INTO GROUND (WHEN REQUIRED BY THE ENGINEER OR NOTED IN THE PLANS) NOTES: 1.GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 2.WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 3.MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE OR WHEN CAPACITY NEARS 50%. FLOW FLOW SANDBAG PLAN VIEW FOR SLOPE APPLICATIONFLOWFLOWFLOWSTAGGER JOINTS BETWEEN ROWS OF WATTLE TUBES (TYP.) OVERLAP WATTLE TUBES 1'-0" MIN. SANDBAGS PLACED AT EACH END AND 4'-0" MAX. O.C. ALONG ENTIRE LENGTH (SEE MFR. REQUIREMENTS) OVERLAPPING WATTLE TUBES SAND BAG (MIN. 1'-2" x 2'-2") STAKING DETAIL SECTION C-C JOINT STAKING DETAIL 2" FRONT SANDBAG REAR SANDBAG SANDBAGS SHALL DEPRESS NETTING OF BOTH WATTLE TUBES FOR SANDBAGGING WITH OVERLAP SEE SECTION C-C WATTLE TUBE 2" MIN MAX. DISTURBED AREA= 1 4 AC / 100' WATTLE FLO W 9" DIA STRAW WADDLE (TYP.) SILT FENCE DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER TBD0123456789No.BYDATEISSUE BLOCK102600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 616-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:53:26 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\CAD\PlanSheets\SUP Submittal JMC CO CO DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WALMART NEIGHBORHOOD MARKET #5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 08/21/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:9/15/2025 SHEET TITLE SHEET SIZE: 36"x24" JMC CO CO C3.0 EROSION CONTROL DETAILS DESIGNED BY: CHECKED BY: DRAWN BY: PROTO CYCLE: SHEET NUMBER0123456 789No.BYDATEISSUE BLOCK10DESIGNED AND PROVIDED BY OTHERS2600 N CENTRAL EXPY,RICHARDSON, TX 76011Main: (214) 616-0535 | www.kimley-horn.com©2025 Kimley-Horn and Associates, Inc.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. This PDF was plotted by ---- on Monday, September 15, 2025 2:53:26 PM at the file path: K:\SNA_Civil\_Walmart EV (2025)\WM5614_EV_Colleyville,TX\CAD\PlanSheets\SUP Submittal DOCUMENTS WITHOUT SIGNATURE AND REQUIRED SEAL OF AOR / EOR ARE NOT FOR CONSTRUCTION PUBLIC EV KIMLEY-HORN PROJECT NO.:296152023EV STALLS:84904 COLLEYVILLE BLVD - EVCOLLEYVILLE, TX 76034STORE NO.: WALMART NEIGHBORHOOD MARKET #5614.1008CONSULTANTSTHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:COLLEYVILLE, TX 76034 CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 08/21/2025 AND IT IS NOT SUITABLE FOR USE ON ADIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSEON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BECONTRARY TO THE LAW.STIPULATION FOR REUSEDOCUMENT DATE:9/15/2025 SHEET TITLE SHEET SIZE: 36"x24" TBD N/A N/A N/A E1.0 ONCOR DESIGN City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2e Agenda Date 9/22/2025 Number - Type Public Hearing Agenda Items Department Community Development Title Presentation and discussion of a replat for Lot 3R and Lot 4, Block 1, Meadows Creek Offices Addition, located at 8098 Precinct Line Road, Case PC25-019 Explanation David Lewis, the applicant, has submitted a request for a replat for Lot 3R and Lot 4, Block 1, Meadows Creek Offices Addition, being approximately 1.7 acres, and zoned PUD-C Planned Unit Development - Commercial. The request is to subdivide a commercial lot into two lots. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Replat LEGACY TR LYNDSEY WAY STERLINGD R LAVACA TR CAMBRIA WAYS A W Y E R D R MONTREUX AVE M AR I E DR MCDONWELL SCHOOL RD W ARCADY L N LEGACYESTATEDRTALBOT TRKAYSCTHERBERT RDCURTIS RDCHANTAL LNPRECINCT LINE RDEMMASCTLANTANACTBORDEAUX PKLORRAINE PKCIMMARON TRK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC25-019 8098 Precinct Line Rd Aerial Map LEGACY TR STERLING D R MCDONWELL SCHOOL RD W PRECINCT LINE RDLYNDSEY WAY ARCADY L N LAVACA TR TALBOT TRCHANTAL LN S A W Y E R D R EMMASCTLANTANACTM A R I E DRBORDEAUX PKLORRAINE PKCIMMARONTRAG CC-1 PUD-R R-40 R-20 R-20 R-20R-20 CC-2 PUD-C R-20 PUD-R PUD-R PUD-R PUD-C CC-2 R-20 R-20PUD-C PUD-C CC-2 PUD-C PUD-R K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC25-019 8098 Precinct Line Rd Zoning Map LEGACY TR LYNDSEY WAY STERLINGD R LAVACA TR CAMBRIA WAYS A W Y E R D R MONTREUX AVE M AR I E DR MCDONWELL SCHOOL RD W ARCADY L N LEGACYESTATEDRTALBOT TRKAYSCTHERBERT RDCURTIS RDCHANTAL LNPRECINCT LINE RDEMMASCTLANTANACTBORDEAUX PKLORRAINE PKCIMMARON TRK Residential Commercial Institutional Open Space; Parks Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC25-019 8098 Precinct Line Rd Future Land Use Map