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Item 10 - Lakeside Presbyterian CITY OF SOUTHLAKE Department of Planning & Development Services STAFF REPORT February 11, 2022 CASE NO: ZA22-0009 PROJECT: Site Plan for Lakeside Presbyterian Church Expansion EXECUTIVE SUMMARY: Lakeside Presbyterian Church is requesting approval of a Site Plan to revise a previous condition of approval related to Case ZA14-057 related to the addition of approximately 17,382 square foot expansion to the existing church on property described as Lot 13R, J. G.Allen No. 18 Addition, an addition to the City of Southlake, Tarrant County, Texas and located at 2701 W. Southlake Blvd., Southlake, Texas. Current Zoning: "CS" Community Service District. SPIN Neighborhood # 11. REQUEST DETAILS: The applicant is requesting removal of the condition requiring construction of a deceleration/right-turn lane along W. Southlake Boulevard that was based on the findings of the traffic study conducted as part of the 17,382 square foot two-story expansion to the existing church to enlarge the chapel and to create classroom space. Only the first level of the expansion was finished out initially. ACTION NEEDED: 1) Conduct a Public Hearing 2) Consider Site Plan Approval ATTACHMENTS: (A) Background Information (B) Vicinity Map (C) SPIN Meeting Report dated March 25, 2014 (D) Plans and Support Information, Original Traffic Analysis & Review (E) Site Plan Review Summary No. 1 Dated February 2, 2022 (F) Surrounding Property Owners Map and Responses Traffic Impact Analysis Presentation STAFF CONTACT: Dennis Killough (817)748-8072 Case No. ZA14-057 BACKGROUND INFORMATION OWNER /APPLICANT: Lakeside Presbyterian Church PROPERTY ADDRESS: 2701 W. Southlake Blvd. PROPERTY DESCRIPTION: Lot 13R, J. G. Allen No. 18 Addition LAND USE CATEGORY: Public/Semi-Public CURRENT ZONING: "CS" Community Service District HISTORY: - A Zoning Change and Concept Plan (ZA94-118) from "AG" Agricultural District to "CS" Community Service District was approved by City Council on December 6, 1994. -A Site Plan (ZA05-035)for Lakeside Presbyterian Church was approved by City Council on June 7, 2005. -A Plat Showing (ZA05-089) for Lot 13, J. G. Allen No. 18 Addition was filed December 9, 2005. - An Amended Plat (ZA08-090) for Lot 13R, J. G. Allen No. 18 Addition was filed on September 19, 2008. -A Site Plan to add 28 parking spaces was approved June 19, 2012. -August 5, 2014; (ZA15-057)City Council approved (7-0) pursuant to the Site Plan Review Summary No. 2, dated July 11, 2014 noting approval of the variance for the horizontal articulation on the south side of the building, and also noting that prior to issuing a building permit for the second floor the applicant will be required to submit plans for a decel lane and must have that completed prior to issuance of a Certificate of Occupancy for the second floor. PATHWAYS PLAN: The 2030 Pathways Plan shows an existing 8' multi-use trail along W. Southlake Blvd. TREE PRESERVATION: The Tree Preservation Plan shows 78% of the existing canopy to be preserved and 60% is required to be preserved. TRANSPORTATION ASSESSMENT: Original Traffic Impact Analysis (TIA) that with Case ZA14-0057 was submitted for the project and review by the City's Consultant indicated the need for a deceleration lane on W. Southlake Blvd. with the finish out of the second floor of the expansion in the future. A new study done by the Church's Traffic Engineer measuring actual traffic data, shows the decel lane is not actually needed. The City's Traffic Engineering Consultant's review concurs. The Traffic Impact Analysis and City's review is attached. CITIZEN INPUT/ BOARD REVIEW: A SPIN meeting forthis projectwas held March 25, 2014. The reportfrom that meeting is included as Attachment C of this report. PLANNING AND ZONING COMMISSION ACTION: Case No. Attachment A ZA22-0009 Pagel CITY COUNCIL ACTION: August 5, 2014; Approved (7-0) pursuant to the Site Plan Review Summary No. 2, dated July 11, 2014 noting approval of the variance for the horizontal articulation on the south side of the building, and also noting that prior to issuing a building permit for the second floor the applicant will be required to submit plans for a decel lane and must have that completed prior to issuance of a Certificate of Occupancy for the second floor. STAFF COMMENTS: Attached is Site Plan Review Summary No. 2, dated July 11, 2014. Case No. Attachment A ZA22-0009 Page 2 Vicinity Map Lakeside Presbyterian Church N N 128 127 N 124 123 w 120 119 °o m 116 U 115 U v A oO 112 111 o J V W 108 107 2530 0 2608 2580 104 103 0+ gLVC 2417 26zo W gOUTHLAKE 2851 0 2501 2501C o N J Zg40 2820 2501 2920 2900 2419 FM_1709 28p1 2815 2835 1 2951 S 2621 N 2910 N m �O 2906 2631 2914 o `7l � N N �O 29 5 N 05 00 410 ^ m 705 707 711 3110 o Z T �s 2440 2420 3100 � � o � 2445 2435 0 N '�• W _ f•1 S ZA14-057 Site Plan 0 500 1,000 2,000 Feet Case No. Attachment B ZA22-0009 Page 1 13 SOUTH LADE SPIN MEETING REPORT CASE NO. Project submittal pending PROJECT NAME: Lakeside Presbyterian Church 2701 W. Southlake Boulevard SPIN DISTRICT: SPIN# 11 MEETING DATE: March 25, 2014: 6:00 PM MEETING LOCATION: 1400 Main Street, Southlake, TX City Council Chambers TOTAL ATTENDANCE: Eighteen (18) • SPIN REPRESENTATIVE(S) PRESENT: Vic Awtry#7, Monique Schill#11, and Matt Schire • APPLICANT(S) PRESENTING: Devon Parsons • STAFF PRESENT: Patty Moos, Planner I STAFF CONTACT: Pending EXECUTIVE SUMMARY Property Situation • The property is located at 2701 W. Southlake Boulevard. Development Details • Enlarge the church sanctuary from 226 seats to 422 seats • Build a 2-story 10,447 sf classroom building • Add additional 68 parking spaces for a total of 167 spaces to an existing church. ex I I � �t i P I , Site Plan Case No. Attachment C ZA22-0009 Page 1 i View South View Southwest itm View Northeast Case No. Attachment C ZA22-0009 Page 1 n r View Northwest fi View Southeast QUESTIONS CONCERNS How can someone contact you for questions? Devon Parsons at DParsons@nationwideconstruction.us Meeting presentation ended at 6:05 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 C ZA22-0009 Page 1 OVERALL SITE PLAN i i r vm i \ 9r l v ;H]EN 3UIL'I:2 Rl FEIA-I, �1 ',E'LL L'IILI,II� 7,122 5..Fi_ l L� i i ---��. evNrva�t tastutrvi '5­1 nWG IMF Case No. Attachment D ZA22-0009 Page 1 ENLARGED SITE PLAN 4,E 160 7T N 79°36'0 7ea9'53"E t5t 299 - i (Deed can N YARD 10'BUFFER I— 1 E .E,6 .. -..---. Ng6 026p62, BUILDING 0 6 LINE! 60' I geed I II I = I I I❑ wl I IJ J m I I I ml li III I I • I I I I I - I I I I m I I FIRE LANE w I II .N I I I O II - II I II I I I I I I I I i�T'1'E3JRI -----1 I I � �NN`IJI 1 o I I I I Z III II I I I I I I..., (.) I ]'iEFAIL=LIILI'G I , I , I , '11 � I I it I u, I I _. I I � I I I � III II I I I I II I I I III e I III I � I I I I I I I I III I II I Case No. Attachment D ZA22-0009 Page 2 ORGINAL TRAFFIC IMPACT ANALYSIS SUMMARY ZA14-057 CONCLUSIONS The proposed expansion to Lakeside Presbyterian Church is expected to increase entering right- turn trips before church and exiting right-turn trips after church. With existing conditions, the level of service before and after church is LOS B for the northbound approach, and LOS A for the intersection as a whole. This level of service is not expected to change after the proposed expansion is complete. This study also considered the necessity of adding more storage length to the site's driveway, and adding a right-turn deceleration lane to handle the added traffic. According to the City of Southlake's driveway ordinance, neither of these improvements would be required. In the case of the right-turn deceleration lane, the Southlake driveway ordinance states that such a lane may be needed but is not required. Since the study was based on full build-out and church's unfinished space will not be immediately utilized, the need for a right-turn deceleration lane can be considered at a later date. Even with full build-out the right-turn deceleration lane may not be needed since data was collected in the summer when the church doesn't have Sunday school classes and only has one church service. During the school year, the inbound trips will be spread out over the Sunday school and church service times. When the church utilizes the un-finished space a study may be done based on the actual attendance to determine if a right turn lane is needed at that point in time. Case No. Attachment D ZA22-0009 Page 3 Original ZA14-057 LEE ENGINEERING REVIEW OF TRAFFIC IMPACT ANALYSIS 73030 LBJ FREEWAY SUITE 1880 DALLAS,TX 75234 972-248-3006 www.LeeEngineering.com LIErm rincina:vinc July 10, 2014 Steven Anderson,P.E. City of Southlake 1400 Main Street,Suite 320 Southlake,Texas 76092 Re: Lakeside Presbyterian Church Traffic Assessment Study Review Dear Mr.Anderson: Per your request, we have reviewed the traffic study for the proposed expansion of Lakeside Presbyterian Church prepared by Savant Group and dated June 30,2014. The proposed development consists of the expansion and construction of an existing Church located along Southlake Boulevard(FM 1709)east of Watermere. Our review comments are numbered for ease 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. We offer the following comments on the submitted traffic impact analysis. INFORMATIONAL COMMENTS(REQUIRE NO ACTION BY CITY OR APPLICANT) 1. The existing development is 6800 square feet according to the site plan. 2. The existing site driveway is on Southlake Boulevard east of Watermere Boulevard. 3. Based on traffic counts collected as part of this study the existing site generates 62 inbound movements during the entering peak hour on a Sunday prior to services and 63 exiting movements during the exiting peak hour after services. 4. According to the study, the existing count volumes were concentrated at a single Sunday service. During the summer,this church does not operate Sunday school or multiple services as they do during the school year. ACTION COMMENTS(REQUIRE RESPONSE OR ACTION BY CITY OR APPLICANTI 5. Based on information presented in the study there is a discrepancy in the size of the expansion, making assessment of the study and site difficult. o On Page 1 of the study it states that the existing building is 6,811 square feet and the proposed expansion will add 10,683 square feet to the existing building, bringing the total size to 24,305 square feet. The total size does not represent the summation of the existing and expanded land use. The sum total would be 6,811+10,683=17,494. I Case No. Attachment D ZA22-0009 Page 4 o Page 1 states the total expansion includes 10,459 square feet of unfinished space. This is roughly equal to the entire expansion. o The Site Plan appearing in the appendix has two figures depicting the site,one showing an expansion of 10,409 square feet and one showing an expansion of 9,302 square feet. o The size of the proposed expansion is unclear based on the conflicting data presented in the text and site plans included in the study. Please clarify the size of the expansion. 6. The trip generation data in table 3 and discussed on Page 5 is unclear in the methodology used to generate the additional traffic anticipated from the expansion. The future traffic volumes generated by the site do not appear to be generated using the existing trip generation rate based on counts; nor on the ITE trip generation rates. o Based on the existing ratio of 62 inbound trips to 6,811 square feet one could expect approximately 221 inbound trips with 24,305 square feet if a linear relationship is assumed. o ITE Trip generation for a 24,305 square foot church would generate a slightly higher number of inbound trips than the estimate included in the study. o Please clarify the calculation methodology used to arrive at the future traffic volumes for the site. 7. The site parking layout shown in the site plan has a stub out in the southwest corner of the property that appears suitable for serving additional future buildings on the site. If additional buildings are planned on the site,their sizes and uses should be included in the study. 8. The study states that the need for a right turn deceleration lane can be considered at a later date once the Church's unfinished space has been fully utilized. The need for the deceleration lane should be determined now as part of the regular development process unless a mechanism is developed to allow for the site to be re-evaluated and if required, a turn-lane constructed by the applicant outside the traditional development process. o The City of Southlake Driveway ordinance states that a right-turn deceleration lane on arterials shall be provided if the number of right-turns exceeds 150 during the Sunday design hour. The ordinance states that if the speed limit is exceeds 40 mph that a deceleration lane may be required if the Sunday design hour volume exceeds 100 right-turns. o Based on the projected right-turn traffic volumes included in the study (132), the number of parking spaces (167), the potential for weekday evening events, and additional future expansion possibilities on the site, we recommend that the City pursue the installation of a deceleration lane at this driveway. If you 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, R14- A9_94� John P. Denholm III, P.E., PTOE Lee Engineering TBPE Firm F-450 2 Case No. Attachment D ZA22-0009 Page 5 SITE PLAN REVIEW SUMMARY Case No.: ZA22-0009 Review No.: One Date of Review: 02/11/22 Project Name: Site Plan — Lakeside Presbyterian Church APPLICANT: Gina McLean OWNER: Bob Mackey Nationwide Construction Lakeside Presbyterian Church 2151 N. Holland Rd. 2701 W. Southlake Blvd. Southlake, TX 76092 Phone: (817) 473-0484 Phone: E-mail: gmclean@nationwideconstruction.us E-mail: bobmackey70@verizon.net CITY STAFF HAS REVIEWED THE ABOVE REFERENCED PROJECT RECEIVED BY THE CITY ON 01/31/22 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 DENNIS KILLOUGH AT (817) 748-8072. General Informational Comments Subject to all conditions of the previous approval under Case ZA14-057 unless specifically approved otherwise by City Council. The applicant requests removal of the deceleration/right-turn lane requirement based on the findings of the new Traffic Impact Analysis attached. No review of proposed signs is intended with this site plan. A separate building permit is required prior to construction of any signs. All mechanical equipment must be screened of view from right-of-ways and residential properties in accordance with the Zoning Ordinance No. 480, as amended. 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. Development must comply with all requirements in Zoning Ordinance No. 480, Section 43, Overlay Zones. 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. Denotes Informational Comment Case No. Attachment E ZA22-0009 Page 1 SURROUNDING PROPERTY OWNERS Lakeside Presbyterian Church the tts 0 sP m 10) VD x530 6 2.11 $ $ 191I im0 m g nea So 8 1017 1013 109 10a3 g W 2601 zsolc e zN0 zaz0 o zm1 � 8 S �0 2119 m $ F.M.170E 1900 °` o o t92o 1s10 1m0 2%1 2p6 2813 Q 191 UNTRV1 gA6 1•. 2a s l3 ms SR ' eo • 19� 9250a 2506 51 R tm2 1818 1 2910 �O6 6�m � $N m 31921 191)91 m1• b � '@ sz6 qa zoo zslszstz °oa$`0aH Os�R� KCT 2—A _ S Z 2N0 2120 �' 2m0 2m0 2t32 2100 Zd26 6 �' -0 y 2106 M. mm 8 M. 4 2110 2 96 Y .12 2113 Zt0 tm0 Responses: F: In Favor O: Opposed To U: Undecided NR: No Response Case No. Attachment F ZA22-0009 Page 1