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Item 6BCITY OF SOUTHLAI<,-E Department of Planning & Development Services STAFF REPORT June 11, 2014 CASE NO: ZA14-004 PROJECT: Site Plan for Southlake Heritage Business Park No. 2 EXECUTIVE SUMMARY: On behalf of KTR Capital Partners, Pacheco Koch is requesting approval of a Site Plan for Southlake Heritage Business Park No. 2 for the development of two office/warehouse buildings, on approximately 24.11 acres on property described as Tract 1, C. McDonald Survey, Abstract No. 1013, City of Southlake, Tarrant County, Texas, and located at 2600 State Highway 26, Southlake, Texas. Current zoning: "I-1" Light Industrial District. SPIN Neighborhood # 8. DETAILS: Pacheco Koch is requesting approval of a Site Plan for the development of two office/warehouse buildings totaling approximately 335,800 square feet of office/warehouse floor area. Southlake Heritage Business Existing Zoning Park No. 2 11 Gross Area 24.11 acres Number of Proposed Buildings 2 Total Building Area 335,800 sq. ft. Provided Parking 493 Industrial Space 80% Office Space 20% Approximate Impervious Coverage 75% Variances Driveway Stacking Depth — Driveway Ordinance No. 634 requires the applicant to provide a minimum driveway stacking depth of seventy-five (75) feet. There are three (3) driveways proposed for this property — west, center and east. The stacking depths provided are approximately 58', 60' and 60' respectively. The Traffic Impact Analysis (TIA) submitted as a part of this site plan did not indicate any stacking issues with the proposed site plan layout. Driveway Spacing — Driveway Ordinance No. 634 requires a minimum driveway centerline spacing distance of 250 feet be provided. The westernmost driveway into the project site is approximately 162 feet from the nearest existing driveway accessing the adjacent property to the west. The easternmost driveway into the project is approximately 88' from the nearest existing driveway accessing the adjacent property to the east. The applicant is the owner of the adjacent property to the east and proposes closing the existing driveway and providing a Case No. ZA14-004 ACTION NEEDED: ATTACHMENTS: STAFF CONTACT Case No. ZA14-004 common access easement and driveway as part of their anticipated expansion to the existing building on the site. However, given concerns raised in TIA review, staff recommends that the existing driveway to the east be closed and the common access easement and driveway be provided prior to opening the new driveway, regardless of whether the existing building to the east is expanded. Tree Preservation — Tree Preservation Ordinance No. 585-C requires the applicant preserve a minimum 70% of existing tree cover. The applicant has performed an analysis of the existing trees and determined that many of the trees are of low quality and will need to be removed. The existing tree cover to remain is approximately 7.6%. At the May 8, 2014 Planning & Zoning Commission (P&Z) meeting, the initial site plan proposed was denied. The applicant's request to be remanded back to the June 5, 2014 P&Z meeting by the City Council was approved at their May 20, 2014 meeting. Since that time, the applicant has submitted the following changes: • Industrial use has decreased from 90% to 80% • Office use has increased from 10% to 20% • Provided parking spaces have increased from 444 to 493 • The eastern and western entrances have been changed to "right out only" by the addition of "right -out only" medians; this configuration will allow for left -in, right -in and right -out only turn movements. The Planning & Zoning Commission recommended approval (5-0) at their June 5, 2014 meeting, subject to Staff Review summary No. 5 and the staff report dated June 5, 201 and noting the following: • The applicant has agreed to close the existing adjacent driveway to the property to the east. • The west and east driveways will each have right turn out only medians. • The applicant will comply with the vertical articulation requirements pursuant to our ordinance. • Noting there will be a right turn dedication or right turn only lane installed at S H 26. • Granting each of the requested variances as presented. 1) Conduct Public Hearing 2) Consider Site Plan Approval Request (A) Background Information (B) Vicinity Map (C) Plans and Support Information — Link to PowerPoint Presentation (D) SPIN Meeting Summary Report (E) Site Plan Review Summary No. 6, dated June11, 2014 (F) Surrounding Property Owners Map and Responses Dennis Killough (817) 748-8072 Lorrie Fletcher (817) 748-8069 BACKGROUND INFORMATION OWNERS: KTR Capital Partners APPLICANT: Pacheco Koch Consulting Engineers PROPERTY SITUATION: 2600 State Highway 26 LEGAL DESCRIPTION: Tract 1, C. McDonald Survey, Abstract No. 1013, City of Southlake, Tarrant County, Texas CURRENT ZONING: "I-1" Light Industrial District HISTORY: There is no development history at this location and the property is currently unplatted. An associated preliminary plat (ZA14-005) is in process with the proposed site plan. CITIZEN INPUT: SOUTHLAKE 2030: A SPIN (SPIN #8) meeting was held March 25, 2014. A summary report is included as Attachment `D' of this report. Consolidated Land Use Plan The Southlake 2030 Future Land Use Plan designates this property as Industrial District. This designation is defined as; Industrial and business service development that is relatively free of unwanted side effects, such as unsightliness, noise, odor, glare, vibrations, etc., is permitted in the Industrial category. In meeting the qualification of relatively free of unwanted side effects, suitable types of development in the Industrial category can be characterized by the manufacturing, processing, packaging, assembly, storage, warehousing and/or distribution of products. Ancillary commercial and retail activities associated with these uses are permitted. Public Parks / Open Space and Public / Semi -Public activities as described above may be permitted if surrounding industrial uses do not pose hazards and are sufficiently buffered. The development as proposed appears to be consistent with the intent of the land use designation at this location. Pathways Master Plan Six (6) foot wide sidewalks along the S. Kimball Avenue will be constructed with this development. TREE PRESERVATION: Tree Preservation Ordinance No. 585-C requires the applicant preserve a minimum 70% of existing tree cover. The applicant has performed an analysis of the existing trees and determined that many of the trees are of low quality and will need to be removed. The existing tree cover to remain is approximately 7.6%. Case No. Attachment A ZA14-004 Page 1 UTILITIES: Water The site has access to an existing 12-inch water line at the northeast corner of the property. Sewer The site has access to an existing 12-inch sewer line along the north and west boundaries of the property. TRANSPORTATION ASSESSMENT: Area Road Network and Conditions The proposed development will access onto S. Kimball Avenue, a four (4) lane divided arterial with approximately eighty-eight (88) feet of right- of-way. There are three (3) driveway access points proposed. * Based on the 2013 City of Southlake Traffic Count Report Traffic Impact Industrial Park (130) 335,800 2,337 1 237 1 39 1 61 1 228 * Vehicle Trips Per Day * AM -In, AM -Out, PM -In and PM -Out are peak hour generators on a weekday * Based on the ITE Trip Generation Manual, 7t' Edition P&Z ACTION: May 8, 2014; Denied (5-1) June 5, 2014; Approved (5-0) subject to the Staff Review Summary No. 5, dated June 5, 2014 and Staff Report dated June 5, 2014, noting the following: • The applicant has agreed to close the existing adjacent driveway (off of Kimball) to the property to the east. • The west and east driveways will each have right turn only medians. • The applicant will comply with the vertical articulation requirements pursuant to our ordinance. • Noting there will be a right turn dedication or right turn only lane installed at SH 26. • Granting each of the requested variances as presented for driveway stacking and spacing, and tree preservation. CITY COUNCIL ACTION: May 20, 2014; Approved to remand the case back to the June 5, 2014 Planning & Zoning Commission meeting. STAFF COMMENTS: Attached is Site Plan Review Summary No. 6, dated June 11, 2014. MCommunity DevelopmenAMEMO12014 CasesO04 - SP - Southlake HeritagelCC PacketWtem 68.docx Case No. Attachment A ZA14-004 Page 2 Vicinity Map Heritage Business Park 990 S. Kimball Avenue x o r r{ m t� 4 °3 �$ 3s 8 � ssc �AS V25 9B} �i OL �{ 5 �7p M�sare C: P 9 s c ZA 14-004 Site Plan 0 150300 600 s Feet Case No. Attachment B ZA14-004 Page 1 Architecture Interiors Space Planning Project Management Plans and Support Information ALLIANCEARCHITECTS Dallas • Richardson Stephen B. Johns, AIA. Michael W. Parrish, AIA CharlesJ. Reagan, AIA Thomas M. Maxwell, AIA Chad D. Michel, AIA Heritage Business Park KTR Capital Partners has acquired 7 properties within and adjacent to the city limits of Southlake and Grapevine Texas. KTR is proposing a new office / industrial project on one of the properties in Southlake, Texas. Being called Heritage Business Park, it is located on South Kimball Avenue on a 24.1 acre tract of land consisting of two buildings of 134,160 sf (Heritage VIII) and 210,552 sf (Heritage IX). The buildings are designed for multi -tenant and are able to park as much as 20%office if needed. The site design consists of three street egress / ingress locations which will provide easy access to both trucks and automobiles. Street egress / ingress on the East and West will allow trucks direct access to the loading areas for both buildings, while the middle street egress / ingress allow for automobiles to have easy access to both buildings from a main central drive. The main central drive separates the two buildings along with a landscape buffer area on each side and landscaping throughout the park. Tilt -up concrete panels will be the main building material with the entries being accentuated by stone, glass and canopies. A stone accent wall is also introduced within the design to segment the length of the buildings. Heritage VIII will be 172' in depth and 780' in length and Heritage IX will be 228' in depth and 884' in length. Both buildings will have a typical 52' x 56' bay layout with a 60' speed bay at the loading side. Both buildings will have a clear height of approximately 29'. The main height of both buildings will be 35'. Both buildings will have natural light via skylights throughout. The project will be requesting the following variances: Driveway spacing along Kimball Avenue does not conform to the 250' spacing requirement. The westernmost driveway into the project site is approximately 162' from the nearest driveway. The traffic impact analysis submitted as part of this site plan did not indicate any stacking issues with this site layout. The easternmost driveway into the project site is approximately 88' from the nearest driveway. However, the existing ALLIANCEARCHITECTS Inc_ 1600 N. Collins Blvd_ Suite 1000 Richardson, Texas 75080 972/233/0400 Fax 972/233/2259 Case No. Attachment C ZA14-004 Page 1 driveway into the adjacent site will be closed as part of the expansion to the existing building. Work on the adjacent site and proposed site is anticipated to be performed at the same time. A variance is requested for the driveway spacing indicated on the proposed site plan. The proposed west, center and east driveways do not conform to the minimum stacking depth of 75'. The proposed plan indicates stacking depths of 58', 60' and 60', respectively. The traffic impact analysis submitted as part of this site plan did not indicate any stacking issues with this site layout. A variance is requested for the driveway stacking indicated on the proposed site plan. c. 70% of the onsite tree cover shall be preserved per the Tree Preservation Ordinance. The applicant was directed by the Landscape Administrator to assess the existing trees for the level of quality. Since the applicant determined that many of the trees were of low quality and needed to be removed, the 70% tree cover preservation requirement cannot be met. A variance is requested for the tree preservation on this site. Updated Narrative Regarding Proposed Revisions Pacheco Koch May 30, 2014 PK No.: 3478-13A01 Ms, Londe Fletcher Planner CITY OF SOUTH LAKE Planning and Development Services 1400 Main Street, Suite 310 Southlake, Texas 76092 Re: HERITAGE BUSINESS PARK Southlake, Texas Dear Ms. Fletcher: The following changes have been made to the Southlake Heritage site plan originally presented to the Planning & Zoning Commission on May 8, 2014. The percentage of office use foreach building has increased from T091.to 20%. As a result of this change, the percentage of industrial use for each building has decreased from 90% to 80%. The additional parking stalls required to support this modification have been added to the site plan. The easternmost and westernmost entrances to the site from S. Kimball Avenue have been changed to "Right Out Only" by the addition of right -out -only medians. Pacheco Koch requested an access point on S.H. 26 be granted by DART. However, DART will not allow an access point to S.H. 26 from the project site. If you have any questions or need any additional information, please call me at your convenience. Case No. Attachment C ZA14-004 Page 2 increasea parKing VIM +' Previous Site Plan �M EI 0 Revised Site Plan ces (+4,v) ana the aaaition or rignt out only mewans ll� nm� 2-uaasl£a ELEYRIKM �Paeha lCAell �, RM-- ... SITE PLAN_ BounluKE HER-E aM NERRAOE BUSNI£BB PARK NO. ] 1. BLOCK m„': •'�•�••'" CRbu[9h9.IAE TAM¢CAT zA14-,o4 a eaT Case No. Attachment C ZA14-004 Page 3 Revised Landscape Plan — North RANnNG GENERIC NO16 INPIGAIION GfNERAL igIES v — ww.kw•w .xnw.rn���' PLA4PNG SCHEDULE ON SHEET L22 vcE GENE aL rvatES w — - F II �I i � I r- S........................... +I Revised Landscape Plan — South LECEno •• P�NEIrvG �rvERaL NNLEs ry ErvaucE��rvEPni N a ry V FRIG11ON GENERAL NGEES uw+� LANOSCAPEry TABNLATIONS ON SO • ""'a' .rm�v�e Case No. Attachment C ZA14-004 Page 4 Heritage Vill Elevations presented at P&Z 117 'I! !OR 1IR 101 06,M,oAl PRIOR IRIFI PRIOR PRIOR IRIIR PRIOR, R JR,R- Rtffig Rtmillollim . . . . . .... .. . FFT E9. Revised Heritage Vill Elevations -------------- T. 11 E ----------------------- jt - ------ -------------- --------- - 7 --- ---- NORTH BLOG 4 11 3 SOUTH BLDG IX 7, 2 .BST --,BL`G 'x T . 1111 ------------------------- ------- Ll ..................... --1 F-I T / , r - ----------- - ---------- - k Heritage IX Elevations presented at P&Z M M M M r Ril 02 .T7 Case No. Attachment C ZAl 4-004 Page 5 Revised Heritage IX Elevations - r.o oPA�F --i ..o ,as,oH m LihAju j- 4 NORTH - BLDG VIII ,. .-�� SOUTH BLDG VIII u -'. 0 '�, '�. - .. •�.•-� .1 EAST-BLLDGVIII z . �i � F� FfI � C :: J IJ t I G. � . , ri - t -m WEST_BLDGVIII 3 Typical Entries and Accent Wall Elevations g = g . iffl, p I I I I I I I I I I 4 Case No. Attachment C ZA14-004 Page 6 Colored Renderings Heritage IX Case No. Attachment C ZA14-004 Page 7 0SOUTHLAP(E SPIN MEETING REPORT CASE NO. ZA14-004 PROJECT NAME: Heritage Business Park SPIN DISTRICT: SPIN # 8 MEETING DATE: March 25, 2014; 6:00 PM MEETING LOCATION: 1400 Main Street, Southlake, TX City Council Chambers TOTAL ATTENDANCE: Sixteen (16) • SPIN REPRESENTATIVE(S) PRESENT: Vic Awtry #7, Monique Schill #11, and Matt Schire • APPLICANT(S) PRESENTING: Mace McClatchy, KTR and 3 others • STAFF PRESENT: Patty Moos, Planner I STAFF CONTACT: Lorrie Fletcher, Planner I: (817)748-8269 or Ifletchera-ci.southlake.tx.us EXECUTIVE SUMMARY Property Situation • The property is located at S. Kimball Avenue across from Dragon Stadium. The plan presented at SPIN: 3 HERITAGE BUSINESS PARK SOHT H LA HE, TE%AE SOUTH HIHIBALL AVLNHL . Case No. Attachment D ZA14-004 Page 1 HERITAGE BUSINESS PARK SOUTHLAKE, TEXAS SOUTH KIMBALL AVENUE .,IP.0—K-h HERITAGE BUSINESS PARK ALHANGEhaC",,E .dM SOUTHLAKE, TEXAS SOUTH KIMBALL AVENUE jIPac_acoK— Case No. Attachment D ZA14-004 Page 2 _1L______I- 1L__•__JLA------- ------ JL--- it HERITACE IX ... 884 X 228 201,552sf m >< e.. 52 x SG 60 Speed Bay cM IM— !i MICA 11111 n C1 n n dkb iT I - HERITAGE VIII 780 X 172 134,160 sf i 52 x 56 Says 60 Speei Bay Ni Site Plan Development Details: • 2 buildings; 128,000 sf and 189,000 sf • Office showrooms • Currently zoned 1-1 • Parking • Multiple drive entrances QUESTIONS/CONCERNS Is this property zoned? Yes, It is zoned 1-1 Light Industrial. Is there drainage on the property/ Yes and all the utilities are available to the site. How can someone contact you for questions? Mace McClatchy 214-740-0004 Meeting presentation ended at 6:15 pm SPIN Meeting Reports are general observations of SPIN Meetings by City staff and SPIN Representatives. The report is neither verbatim nor official meeting minutes, rather it serves to inform elected and appointed officials, City staff, and the public of the issues and questions raised by residents and the general responses made. Responses as summarized in this report should not be taken as guarantees by the applicant. Interested parties are strongly encouraged to follow the case through the Planning and Zoning Commission and final action by City Council. Case No. Attachment D ZA14-004 Page 3 SITE PLAN REVIEW SUMMARY Case No.: ZA14-004 Review No.: Six Project Name: Site Plan — Southlake Heritage APPLICANT: Pacheco Koch Ryan Koch 8350 N. Central Expressway, Ste 1000 Dallas. TX 75206 Phone: 972.235.3031 Email: rkoch@pkce.com Date of Review: 06/11 /14 OWNER: KTR Capital Partners Frank Ryan 300 Barr Harbor Drive, Ste 150 Conshohocken. PA 19428 Phone: 484.530.1800 Email: fryan@ktrcapital.com CITY STAFF HAS REVIEWED THE ABOVE REFERENCED PROJECT RECEIVED BY THE CITY ON 06/09/14 AND WE OFFER THE FOLLOWING STIPULATIONS. THESE STIPULATIONS ARE HEREBY MADE CONDITIONS OF SITE PLAN APPROVAL UNLESS SPECIFICALLY AMENDED BY THE CITY COUNCIL. IF YOU HAVE ANY QUESTIONS OR NEED FURTHER CLARIFICATION, PLEASE CONTACT LORRIE FLETCHER AT Ifletcher ci.southlake.tx.us / (817) 748-8069 or DENNIS KILLOUGH AT dkillougha-ci.southlake.tx.us / (817) 748-8072. Planning Department Review: All driveways/points of ingress/egress must comply with the Driveway Ordinance No. 634, as amended. a. The proposed driveways on the east and west boundaries do not meet the minimum spacing from the driveways on the adjacent properties. A minimum driveway centerline spacing of 250 feet is required. The submitted site plan proposes 87.88 feet spacing on the east and 161.80 feet on the west. (A variance has been requested. If approved, staff recommends that the existing driveway 87.88 feet to the east be closed with the permitting and opening of the new driveway and that a common access easement and driveway be provided for access from the adjacent property to the east to the new west driveway on the project site.) b. The three (3) proposed driveways do not meet the minimum stacking depth of 75 feet. The submitted site plan proposes 58 feet on the west, 60 feet on the center and 60 feet on the east. A variance has been requested. c. Detailed plans showing the revised traffic movement configurations and structures for the east and west driveways are required. 2. Tree Preservation Ordinance No. 585-C requires the applicant preserve a minimum 70% of existing tree cover. The applicant has performed an analysis of the existing trees and determined that many of the trees are of low quality and will need to be removed. The existing tree cover to remain is approximately 7.6%. A variance has been requested. 3. The subject property is within the Non -Residential Development Overlay Zone. Ordinance 480, Section 43.19 details the specific regulations governing the subject property. Please address the following: a. Zoning Ordinance No. 480, Section 43.19.d.2.b requires that 60% of the loading dock or space intended for tractor/semi-trailer delivery be screened with a minimum 8 foot masonry screen wall in similar material to the front fagade. It appears that a screen wall has been proposed on the site plan as well as substantial evergreen Case No. Attachment E ZA14-004 Page 2 vegetative screening along the eastern and western property lines as discussed with city staff will satisfy this requirement. Tree Conservation/Landscape Review: E-mail: kmartin@ci.southlake.tx.us Keith Martin Landscape Administrator Phone: (817) 748-8229 TREE CONSERVATION COMMENTS: The existing tree cover preservation does not meet the existing tree cover regulations because most of the existing trees are low quality, fast growing, pioneering species such as Cottonwood, Mesquite, and Locust. I told the applicant to assess the quality of the trees to determine which ones they wanted to preserve. If you cannot preserve 70% or more of existing tree cover, a variance request in writing is required. LANDSCAPE AND BUFFERYARDS COMMENTS: 2. Please ensure that all parking lot landscape islands are at least 12' wide from back -of- curb to back -of -curb. Parking lot islands shall have a minimum width of 12' back-to-back if curbed or 13' edge -to - edge if no curb is intended, and shall be equal to the length of the parking stall. Case No. Attachment E ZA14-004 Page 2 Public Works/Engineering Review: Steve Anderson, P.E., CFM Civil Engineer Phone: (817) 748-8101 E-mail: sandersona-ci.southlake.tx.us TRAFFIC IMPACT ANALYSIS: A TIA was conducted for this property to include the expansion project on the adjacent property to the east. The following is the summary of the report submitted, as well as, the review comments from our consulting firm, Lee Engineering: * Traffic Study, Page 29, Conclusions: The proposed Southlake Heritage industrial parks will introduce 294 new AM peak hour trips and 352 PM peak hour trips to Kimball Avenue and surrounding roadways. The impacts of the additional traffic on the operation of the roadway network are expected to be modest but noticeable. Suggested improvements to accommodate the new traffic and provide for safe and efficient travel in the study area include: • Construction of one additional lane, approximately 150 feet long, to separate through and right turning traffic from left turning traffic on the southeast -bound approach of Kimball Avenue to State Highway 26. • Consideration of traffic signal installation at the intersections of Kimball Avenue with Silicon Drive and Continental Boulevard if and when signal warrants are met. • Access controls at the intersections of Kimball Avenue with Silicon Drive and the adjacent site driveways to the east as shown in Figure 9 for Access Scenario A. • Construction of ADA-compliant pedestrian ramps to allow for crossing the west leg of the Kimball Avenue at Silicon Drive intersection. • Prohibition of stadium event parking in the Southlake Heritage parking lots unless both the owners and tenants of the properties agree with encouraging parking and if police control is provided to stop traffic for pedestrians to cross. Case No. Attachment E ZA14-004 Page 3 * Review Comments from Lee Engineering: April 11, 2014 Cheryl Taylor, P.E. City Engineer City of Southlake 1400 Main Street, Suite 320 Southlake, Texas 76092 Re: Southlake Heritage Traffic Engineering Study Review (Kimball Industrial Site) Dear Mrs. Taylor: Per your request, we have reviewed the traffic engineering study for the proposed "Southlake Heritage" industrial development prepared by Savant Group and dated March 13, 2014. The proposed development consists of two new industrial buildings designated asthe West Industrial Park and an expansion of an existing facility, designated as the East Industrial Park. Our reviewcomments are numbered forease of reference and the numbering does not imply any ranking. We have divided our comments into two categories —Informational Comments are those that require no action by the city or the applicant. Action Comments are those that require a response or action by the City or applicant. Michael Pacelli from the City of Grapevine also provided comments on the study, and where applicabletheyhave been incorporatedbelow. We offerthe following comments on the submitted traffic impact analysis. INFORMATIONAL COMMENTS (REQUIRE NO ACTION BY CITY OR APPLICANT) 1. The text of the TIA indicates that the West Industrial Park will have a 189,000 square foot building and a 128,000 square foot building. There are three proposed driveways to the West Industrial Park. The site plan lists the land use as 809/. industrial and 20V office for both buildings. 2. The East Industrial park is an expansion of 55,200 square feet on an existing building. Access to the East Industrial park is provided by two existing driveways. 3. The TIA indicates that the projects may be complete in late 2014, but that the study assumed 2015 to allow for the buildings to be occupied. The study grew background traffic by 4% to account for growth to the year 2015. 4. Trip generation was performed using the Industrial Park land use from the ITE Trip Generation manual. The new West Industrial Park and the expansion of the East Industrial parkare predicted to generate over 3,100 trips on a daily basis. Total AM trip generation is 294 (241 in/53out) total PM trip generation is 357 trips (74 in / 278 out). Case No. Attachment E ZA14-004 Page 4 5. The study concludes that the "impacts of the additional traffic on the operation of the roadway network are expected to be modest but noticeable." 6. The trip distribution used was based on GIS data for population within 15 miles and appears reasonable. The distribution assigns 74% of the site traffic to or from SH 26 towards SH 114. This appears reasonable. 7. Existing traffic counts were collected on Wednesday, January 8, 2014. Carroll ISD schools were in session. 8. The existing capacity analysis for the Continental at Kimball intersection incorrectly coded the median type as a two way left turn lane allowing for 2 vehicle storage. This would allow for a two stage left turn from Continental Boulevard. This has the effect of understating the amount of delay at the intersection and showing better levels -of -service than are present at the intersection. While having an impact on the results of the study, this error does not require revision at this time due to the fact that this intersection is currently planned for signalization with other developments. Based on the information provided in the TIA, no right turn deceleration lanes are necessary at the site driveways. 10. As mentioned in comments provided by the City of Grapevine, the right turn volumes from the eastern approach to the Kimball / SH 26 intersection shown in both Figure 4 and Figure 5 have typos. Similarly, there are typos in the Kimball Avenue volumes shown for intersection 2 on Figure 5. The number is corrected in the actual Synchro analysis and does not require revision. 11. The study documents poor levels of service at the Kimball at Silicon intersection as a result of the site traffic. The study recommends that installation of a traffic signal at this intersection be considered if/when signal warrants are met. Additionally, there is discussion in the study indicating the assumption that traffic from Silicon would be expected to relocate to Nolen once the future Nolen connection is in place. Development traffic degrades the southbound operation on Silicon from LOS C to LOS F operation. ACTION COMMENTS (REQUIRE RESPONSE OR ACTION BY CITY OR APPLICANT) 12. No figure illustrating the Site Traffic Assignment provided in the Study. A figure was provided that shows the directional distribution used to assign the site traffic, but not a figure showing the actual site volumes themselves. This makes verification of the assignment difficult. A figure depicting the site traffic only should be provided and included in the report. 13. The study documents that the three proposed driveways to the Western site do not satisfy the minimum throat lengths required in the City of Southlake driveway ordinance. A variance will need to be requested. Based on the queuing information presented in the study, a throat length variance would be acceptable. Case No. Attachment E ZA14-004 Page 5 14. The westernmost site driveway for the West Industrial Park does not satisfy the spacing requirements of the Southlake Driveway Ordinance between the existing driveway to the west and the proposed driveway. Additionally, a full access median open is requested for the western driveway. A variance to the spacing requirement will be required. Based on the current design of the left turn lane and median opening, we do not believe the driveway spacing variance is appropriate. o Based on the information available in the study, the proposed westbound left turn bay design for the proposed median opening would not be long enough to suitably store at least two AASHTO W B-67 semi -tractor trailer combination vehicles (18-wheeler with a 53' trailer). The driveway is projected to be one of the primary access points for trucks entering the site. ■ A turn bay that is too short for the likely design vehicles should not be permitted. A right -in right -out driveway should be considered at this location or median modifications are necessary to accommodate a full access opening. o If the westbound left turn lane were designed to allow storage of at least 2, preferably 3 WB 67 semi -tractor trailer combination vehicles then the proposed median opening could be considered. 15. The study recommends prohibiting Dragon Stadium event parking in the development unless police control is provided to stop traffic to allow pedestrians to cross. The City will need to work with landowners and CISD to prohibit and enforce the restriction or to facilitate and allow parking in this development. 16. Cross access between adjoining properties is desirable, reduces the number of driveway and vehicular conflicts along an arterial, and should be considered at all arterial driveways. No cross access to properties to the west or east were shown in the site plan. The new Western Industrial Park site and expanded Eastern Industrial Park site share ownership and the easternmost proposed new driveway requires a significant variance from the City driveway ordinance due to spacing requirements. o The easternmost proposed driveway is analyzed as the fourth leg of the Silicon/Kimball intersection, however there is an offset present between the two driveways that would complicate movements. Case No. Attachment E ZA14-004 Page 6 o The text of the TIA recommends allowing this driveway, but prohibiting left turn access out of the proposed drivewayalong with similar prohibitions atthe two existing driveways to the east on both sides of Kimball. This configuration is shown below in Figure 9 from the study. The study also recommends prohibiting left turn access into the site on the north side of Kimball. All left -turn restrictions are proposed to be implemented via signage, and are unlikely to be effective. o The text of the TIA also indicates that the Southbound Silicon approach is predicted to operate at LOS F under the above configuration. In the proposed analysis, the Access Scenario A analysis, and the Access Scenario B analysis the southbound Silicon approach to Kimball operates at LOS F with the addition of site traffic and the addition of the new driveway leg of the intersection. This is after operating at LOS C in background conditions. ■ We recommend against allowing the driveway spacing variance atthis location. • The driveway spacing does not satisfy Southlake requirements, and will negatively impact intersection operations. • As shown on the site plan, the proposed driveway is offset from Silicon. This is undesirable and should not be allowed. • Shared access to the east should be required given the shared property ownership. • If the new driveway is permitted in this location, it should be required to line up with Silicon, common access to the property to the east should be provided, and the existing drive to the east should be closed. 17. The traffic analysis included in the study documents existing poor levels of service at the SH 26 at Kimball intersection. This condition would only be worsened by the addition of site traffic from the new Western Industrial Park and the expanded Eastern Industrial Park. The study recommends the construction of an additional lane on the eastbound Kimball Avenue approach to SH 26. We concur with this recommendation. o If the existing Kimball Avenue ROW is not suitable for the construction of the recommended additional lane at this intersection then ROW should be obtained from the 4 Case No. Attachment E ZA14-004 Page 7 Eastern Industrial Parkas part of the approval of the 55,000 square foot expansion of the existing facility. The expansion of the existing facility and the construction of the two new buildings on the Western Industrial Park combine to degrade operations at this intersection. While the study recommends the proposed lane be configured as a thru/right lane, we recommend that a right turn only lane be pursued. The City of Grapevine also recommends a right turn only be considered in their comments on the study. The study recommends 150 foot of additional lane. We think at least 250 feet of lane should be planned for. 18. The TIA recommends that ADA pedestrian ramps be constructed on the west side of the Silicon intersection to facilitate street crossings at the Silicon intersection. We concur with this recommendation and the construction of ADA ramps should occur. Offsite ADA ramps would not be the responsibility of the developer. Ifyou have any questions, please contact me at (972) 248-3006. We appreciate the opportunity to provide these services and are available to address any additional comments or concerns. Sincerely, f John P. Denholm III, P.E., PTOE Lee Engineering TBPE Firm F-450 Case No. Attachment E ZA14-004 Page 8 PRELIMINARY DRAINAGE COMMENTS: 1. Label storm drainage as "Private". INFORMATIONAL COMMENTS: Submit 4 copies of the civil construction plans (22" X 34" full size sheets) and a completed Construction Plan Checklist as part of the first submittal for review directly to the Public Works Administration Department. The plans shall conform to the most recent construction plan checklist, standard details and general notes which are located on the City's website. A ROW permit shall be obtained from the Public Works Operations Department (817) 748- 8082 to connect to the City's sewer, water or storm sewer system. A Developer's Agreement will be required for this development and may need to be approved by the City Council prior to any construction of public infrastructure. Construction plans for these improvements must be acceptable to Public Works prior to placing the Developer's Agreement on the City Council agenda for consideration. A separate bond will be required for the Maintenance Bond and bound only unto the City of Southlake for a period of two years for all development projects. The Maintenance Bond cannot be tied to the Performance and Payment Bond in any way. Any hazardous waste being discharged must be pretreated Ordinance No. 836. Fire Department Review: Kelly Clements Assistant Fire Marshal Phone: (817) 748-8671 E-mail: kclements(a)-ci.southlake.tx.us GENERAL COMMENTS: Automatic fire sprinkler system will be required for buildings over 6,000 square feet. (per 2009 I.F.C. Sec. 903.2.11.9 as amended) Submit plans to Reed Fire Protection, 14135 Midway Road, Suite G260, Addison, Texas 75001. Phone 214-638-7599. A fire alarm system will be required for all buildings equipped with an automatic sprinkler system. The fire alarm must comply with the 2009 International Fire Code, The City of Southlake amendments, and NFPA 72. (Submit plans to Reed Fire Protection, 14135 Midway Road, Suite G260, Addison, Texas 75001) An exterior audible/visual fire alarm device must be installed above the Fire Department Connection on each sprinkled building to indicate when a fire alarm condition is present in the building. If the FDC is a remote connection then the exterior audible/visual device shall be located on the building as near as possible to the FDC. A complete set of plans for the underground fire protection line, fire sprinkler system, and fire alarm system shall be submitted to Reed Fire Protection for review and approval at 14135 Midway Road in Addison, Texas 75001. Business phone is 214-638-7599. Case No. Attachment E ZA14-004 Page 9 The required backflow protection (double check valve) for the sprinkler system can be located on the riser if the riser is within 100 feet of the water main. If the riser is further than 100 feet from the main, the double check valve shall be in a pit. Riser rooms shall be a minimum of 5'X5' if the double check is not located on the riser, or a minimum of 6'X6' if it is on the riser. Fire department sprinkler connections, FDC, are to be a five inch Storz connection with a 30 degree down elbow and a Knox locking cap. HVAC units over 2000 cubic feet per minute shall have a duct smoke detector mounted on the return side of the unit, that when activated, shall send an alarm condition to the building fire alarm panel and shut the unit down. HVAC units over 15000 cubic feet per minute shall also have a duct detector mounted on the supply side of the unit that functions as the detector does on the return side. If the units are located above ceiling tile, remote reset switches must be installed below the duct detector location. FIRE LANE COMMENTS: Fire apparatus access needs to be an all-weather surface, asphalt or concrete, a minimum of 24 feet wide and able to support the imposed loads of fire apparatus. (minimum of 80,000 pounds GVW) Fire lanes require a minimum 30 foot inside turn radius and a minimum 54 foot outside turn radius. (per 2009 I.F.C. Sec. 503.2.4) FIRE HYDRANT COMMENTS: Hydrants required at a maximum spacing of 600 feet for commercial locations with completely sprinkled buildings. (Hydrants shown do not meet the requirements) Fire Department Connections for sprinkler system must be within 100 feet of a fire hydrant. (Fire Department Connection locations are not shown on prints to verify distances) INFORMATIONAL COMMENTS: All commercial buildings are required to have Knox Box rapid entry systems installed. Boxes can be ordered at www.knoxbox.com or contact the Fire Marshal's Office. General Informational Comments: Any mechanical equipment shall be properly screened from view from Kimball Ave. per Section 43.19.d.1.b. No review of proposed signs is intended with this site plan. A separate building permit is required prior to construction of any signs. All lighting must comply with the Lighting Ordinance No. 693, as amended. All development must comply with the Drainage Ordinance No. 605 and the Erosion and Sediment Control Ordinance No. 946, as amended. Case No. Attachment E ZA14-004 Page 10 It appears that this property lies within the 65 LDN D/FW Regional Airport Overlay Zone and will require construction standards that meet requirements of the Airport Compatible Land Use Zoning Ordinance No. 479. Development must comply with all requirements in Zoning Ordinance No. 480, Section 43, Overlay Zones. Development must comply with all requirements in Zoning Ordinance No. 480, Section 26, Light Industrial District Regulations. Development must comply with all requirements in Zoning Ordinance No. 480, Section 33.21, Building Color Standards for Non -Residential Buildings. The applicant should be aware that prior to issuance of a building permit a Plat must be processed and filed in the County Plat Records, a fully corrected site plan, landscape plan, irrigation plan, and building plans, must be submitted for approval and all required fees must be paid. This may include but not be limited to the following fees: Park Fee, Perimeter Street Fee, Water & Sewer Impact and Tap Fees, and related Permit Fees. Case No. Attachment E ZA14-004 Page 11 SURROUNDING PROPERTY OWNERS MAP & RESPONSES Southlake Heritage Business Park No. 2 1. ]a Owner Chandraco Broadgate Gp Zoning 11 M Address 925 S Kimball Ave Acreage 3.82 Response NR 2. A & B Properties Inc Etal 11 1100 S Kimball Ave 11.20 NR 3. S L J Continental Plaza Ltd 11 950 S Kimball Ave 1.32 NR 4. A & B Properties Inc Etal 11 2600 State Hwy 26 24.75 NR 5. Nustar Logistics Lp 12 2400 State Hwy 26 5.99 NR 6. Carroll ISD SP1 601 Silicon Dr 4.11 NR 7. Carroll ISD SP1 1085 S Kimball Ave 34.97 NR 8. S LJ Continental Plaza Ltd 11 2261 E Continental Blvd 4.15 NR 9• Cogent Point Llc 11 2275 E Continental Blvd 1.41 NR 10. Westgate Office Park Owners 11 2271 E Continental Blvd 1.41 NR 11. Cogent Point Llc 11 2275 E Continental Blvd 1.41 NR 12. Cogent Point Llc 11 2275 E Continental Blvd 1.41 NR F: In Favor O: Opposed To U: Undecided NR: No Response Notices Sent: Twelve (12) Responses Received: None Case No. Attachment F ZA14-004 Page 1