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Item 6C - Applicant's presentationrmg Methodist Southlake Hospital Detention Basin Replacement Project City Council Presentation ZA21-0016 June 15, 2021 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg Objective & History ■ Seeking approval of Revised Site Plan to undertake replacement of the existing underground detention system installed in 2013. ■ Originally planned and approved circa 2009 as a surface detention basin. ■ Developer chose to construct underground detention system circa 2011 to address additional parking structure to be constructed in Phase 1. ■ Underground drainage system proposed by Contractor and Civil Engineer and presented to City of Southlake by ADS StormTech (mfg.) as a viable underground detention system. ■ Use of system approved by City of Southlake and formally accepted in January 2014 as an alternative to standard above ground detention. 0 Methodist SOLITHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Previously Approved Site Plan — Surface Detention -!� I, I I II 1 II � `-4-t 11 I Ij \1i 1`.I t7 i '1 II Lid I��rh I 4 t I y tl 1 I j Ij ell I r fl �1-r �) .J L \ 1 � � IL J•�Y r ®®oson _n E �.beME .I On,, P 41 G `; tl ttW I� ,/fir 11 moil nuawgs L I LtiiLy _�l_ 1 Approved Surface Detention Cw IO ZAog�o Circa 2009. C3 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Existing Underground Detention — Plan � � a A.tnM-.WE+Ab •V-�M4S. ir. �. M ' �� h I1.7S297_ 16rRfdfT hot 0.WlAS.Y � 1 .. ,N' L-WAT w >� _ M 99'1Y39• W I 4 571',%rW't S 63.4SG0'f 53�2Yd�' A -milw . NH'u Sll•!5'S]- W •-� 1dFlh=' awua,ron r �M` [fk WR 49.01' .hr- H 16'67b�W w� }• MMAMO 1 •� 5 a s 2-S'WA2' W — 46.97• Y j Y4s'44- w .� "' '-' ` Bed No. 1 L•76.45' ! •103`3d' P �¢4 �% p74 ,r..ww. LLLLJ_LJ.J-� CBai 01'35'3B" E 1 R•i..A�' 4 CB=N A7'3993' W SOVFMLAXE hiE01CM VnTNCT AMENDING PLAT a. 8.077ACJRES - fl L •• Eked No, 3 WBTIe1R 111AICN 'M r� �4 r, I � 80.rrra 'SY E NW 4 41 99, lblm L.iAY� 4hr+aR ! II »iee.7MAY.14R A7 >i" r A mu HIGHLAAN.jSTRE���•g�-�--•--_ -----: .. -- ,� 4 L ANDPLAN DEVELOPMENT rmg Problems & Investigations ■ Existing underground detention system has suffered a failure. Bed 3 and Bed 4 of the 4-bed system affected. ■ Damage includes: Settlement and cracking of Fire Lane and ground above. Buckled, wracked and breached chambers. Trapped water beneath impermeable layer and underdrain displacement. ■ Investigations determined the following: Complete removal required. Replacement with similar system not feasible. Future development adversely impacted. Replacement with surface detention system best solution possible. Presents least possibility of future issues. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg Solution ■ Proposed solution includes: Removal of existing system, design and installation of new system. Installation of new pipe, gravity stone retaining wall and safety fence. Installation of new landscape per buffer yard requirements. Installation of enhanced landscape features for screening. Repair of affected fire lanes, landscape and irrigation. ■ Proposed solution conforms to approved Concept Plan and is permitted by current zoning SP2. ■ Proposed solution improves existing area, enhances views from Highway and screens views into basin structure. ■ City requires detention but City's Retention & Detention policy allows the developer to choose the type of detention or retention system implemented. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg VICINITY MAP for • F"LY SINGLE FAMILY ISF, a1 .V.D.: MEDIUM DENSRY -- 3�� ! .__..._....�_.._Y...... _---------- ....---- ._..— I PAL, i C ROW NEOFE EAST LINELAN MER UNF OF EASi HIGLIANp DRIVE _ t I / i R o a �SCAlE1 P=1D7.W. r� Methodist po SOUTHLAKE HOSPITAL Approved Concept Plan w;r s NG. GENERAL COMMERCIAL 31 L.U.D.:IZFA LCOMMER`CfL ' a LTONYNG' S1N43LEEAMIPMTI IML" L-U D-. mmm—DENSiYRESIDE? ( y V —11 IAI EASI NGHLAHD DRIVE� +uoxc eAsr VARmLE WIDRI ROW 1 wrlwnoevL SOUjk MIH. NPEA BVPFERiARO 5�' � f Z IHG: AGRICULNRAL IAGj LV.D.. MEDIUM DENSVY RESIDFMIAL 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL m Concept Plan — Existing Conditions 7 FF v r �f j Existing eulldir 1 -5/ E HIGHLAND STkVw p�' --- Sra INN I \ Proposed Surface Detention \ --1 C C) 7EW ' a,,h waa�s Lxlnw. Call 6efor p'd,g d W L s L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Fj I Concept Plan — Master Plan Conditions New Roedway Conllgurat:on j E HIGHLAND STp =- -- ---+- -- Sr"�re HAG �74 INN Proposed Surface Detention \ c 7EW (j Y 0<�Q 0 J-- H�U) LU00 z a,,h waa+s below. Call 6efor p'd,g d W t,v,—� -101 s L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Concept Plan - Enlarged �amoo im0�®iL?Rf m�®0� \/ - PONDA - PRO POBED DETENTION POND ' / 100-YEAR WSEL�1625 PROP. RETAINING WALL. STRUCTURAL PLANS FOR DETAILS IOU YEAR WATER SURFACE 2' FREEBOARD ELEVATION = 616.25 PROP. OUTFALL STRUCTURE, REF. DETAIL -THIS SHEET — AFL = 606.60 SECTION D-B STA. O-W TO STA. 2+49 m POND OUTFALL JUNCTION BOX DETAILS W8E4wrrt-615.]2 �` 81525 CPEUIUG ax � .814.OD --_--_-. WSEL,_-613.611 I I WSFLN.e612.850 I I I I I I H - I I 6'f- CITY OF S W THI.AKE L,J�_ i MANHDLE q 60650 FRONT VIEW TOPVIEW ---' WEIR CALCULATIONS: ORIFICE CALCULATIONS: O-C.A.I2.amfe C=B.D C=0.6 g=32.2 FTN OPENING 01 OPENING p2 A=3.33 FN A-0.72 FT' INVERT ELEVATION-606.50 INVERTELEVATION=614.00 H=WSEL DMNSTREAMHGL H=WSEL-CENTRDID >rma MEL— =612E5 DOWNSTREAM HGL­ -612,83 WSEL­ -51360 DOWNSTREAMHGLi-612.9D WSEL­ -61S.72 DOWNSTREAM HGL­ =51320 M. NOTE: IF THE DOWNSTREAM HGL 15 GREATER THAN THE CENTROIDTHEN THE COWNSTREAM HGL WAS USED IN THE ORIFICE CALCULAnCN. C=3.0 8.0 EMERGENCY SPILLWAY DETAIL NDFE: IF THE PRIMARY SPI LLWAY BECOM ES OBSTRUCTED, EMERGENCY OVERFLOW WILL BEGIN AT ELEVATION 61 S.50, USING THE WEIR EQUATION AND THE PARAMETERS LI5TED BELOW, AN EMERGENCY OVERFLOW LENGTH OF 18.0 FEET IS NECESSARY TO CONVEYTHE UNDETAINE , 1I PEAK FLOW. _ 20%y Jp3y5P�'� r 6.0' PILOT CHANNEL VARIABLE ®'PILOT VARIABLE PROP. RETAINING WIDTH C IN L WIDTH PROP. RETAINING WALL VP1L 100-YEAR LASE: 616.25 VARIABLE SLOPE *VARIABLE SLGPE 5EE PILOT CHANNEL DETAIL secn. N A A C-103 s L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Concept Plan - Landscape PLANT MtEGLLE SFR, SJq rE �.a cox � .us mrquw. au arml as ml+m+ CIL • I \.._, ��..` � � a mu.wrmoxwmmr w�e¢�.�x >tx� 4 • n =••rw � �v..,nu. r�.as,...u•. LIlYd EOIlT1LY4[.AM�GEYElOPYEIIl caoE r _ u�w�...o.l.a�4n...u... -=��- IGdl7Mbn - � Y 1 _ 1 w Q U A 0 ..Za.w.•ooro'.11n: u 4 L ANDPLAN DEVELOPMENT rmg Grasses : 2' — 8' Heights 2' — 8' Widths 0 Methodist SOUTHLAKE HOSPITAL Landscape Material i Shrubbery 2' — 5' Heights .:' 3' —10' Widths ,v�=. 8' — 50' Canopies 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Retaining Wall Material — Stacked Stone Sandstone - Random Ashlar Pattern 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Detention Basin Elevation/Section Study 620 A03' from Basin ST�TF r14 o sls 252from Basin 197' trom Basin ` 614 %;N 226' from Basin 613 115'irom Basin • EXIST, GRADF-- - 614.2 9 Z, -? I i 512 i ` 70P OF BANK: 193' from Basin 6 I # TOM OFF BOTBASIN EXIST- GRADE: '�, ♦ 657 - 612 4 EXIST. GRADE: 70P OF BANK: 6152 - 617.25 .anti W ] TOP DF BANK' M'� // t 617,25 MFt : � J Q IY OLU cn UO_ LULLJ ~ -i J �LU EX1A s L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Detention Basin Section A -A 1 114 DISTANCE FROM FRONTAGE RD, Exienng Plantirgs —E State Highway 114 Pedeslhan Sight Line Existing Trail Vehicular Sight Line Properly Line y„ o} —I--I--- ------ I--ii.�a Ril—ir=n—n-n-T=n=1r=l-n—n i1-11-n=1�=il-n=n-n-n=n=�l T1=n=u=u-n=n=lt=it=u=n—n n—n—n il=Tl=n=n—n-a=.a=il= jl=it=31-11—n=n=n=it=n=lrlr L=u—n=n=Ti=n=n=n—n-1F=n 11=TI=It--Is=u=1L n=it=il-n=g Land—pe Plantings Section A -A MSH - Southlake Detention Basin GRAPHIC SCALE IN FEET Methodist Southlake Hospital, 421 E. State Hwy 114 0 5 10 20 Southlake, TX 76092 C V Y 2 b�CF I ^ lit 'W+qqa€i off nu,n_nn�s. n�tr s == Key Map xi9ting Tree oft Property Proposed Retaining Wall Pond Guard Rail W C~!}Y Q Q d x d ? U) W0O Q Q a F- U W W 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Detention Basin Section B-B Section b-i MSH - Southlake Detention Basin GRAPHIC SCALE IN FEET Methodist Southlake Hospital, 421 E. State Hwy 114 0 10 Z0 40 Southlake, TX 76092 Q 0=d H D 0 LU LU 0 O ob In a U w 9) 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Detention Basin Section C-C r o e I js d ] EKisling Trail- 320' from Basin Rim e s 4 Property Line Existing Plamings a 5} u $4 Pedestdan Sight Line ��- 9 Highland Street n�ewvo s�reeei _ Landscape Screen _ ITIMgslkm Key Map Vehicu€er Sight Line Proposed Retaining Wall Guard Rail � 'g gg �E 2!i •!" � Retention Pond � $� :n a — f ri 11115 MID IV i U} Y JQ Q e a=a ��o 1 Wo= i 1 t 4 � U Section C-C Z O MSH - Southlake Detention Basin FEET V j ✓ 1.1HI° SCALE IN Methodist Southlake Hospital, 421 E. State Hwy 114 ° ]o zo U) 3; Southlake, TX 76092 4 L ANDPLAN DEVELOPMENT rMg Detention Basin Rendering —View South, Frontage Rd. Sidewalk II;^IA9 n w Y. 11-r View 0 Methodist SOUTHLAKE HOSPITAL Rendering, After Improvements 4 L ANDPLAN DEVELOPMENT rmg Detention Basin Options Study ZA21-0016 June 10, 2021 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg Objective / Criteria for Study ■ Address the concerns of Council and Staff by studying City cited examples of Detention/Retention basins in the Southlake area. ■ Provide a summary of features, elements and/or conditions observed at the cited locations. ■ Compare and contrast observed features, elements or conditions to proposed basin. ■ Investigate alternatives to the proposed basin and provide pros and cons of each. ■ Utilizing supportive data, provide recommendation as to the best solution that complies with applicable codes and ordinances. 0 Methodist SOLITHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg History ■ January 14, 2021: Initial meeting conducted with City Staff to discuss underground detention system failure and planned solution. Revised Site Plan approval required by city. ■ March 30, 2021: Meeting with Corridor Planning Committee (CPC) to present and discuss detention basin solution and revised Site Plan. CPC stated concerns over views toward detention basin and type of proposed basin. ■ April 12, 2021: Revised Site Plan documents submitted to City addressing CPC view issues. Original surface basin solution with enhanced landscaping submitted. ■ April 22, 2021: City of Southlake Plannin & Zonin unanimously approves Site Plan revision incorporating surface detention asin ancl enhanced landscape screening. ■ May 4, 2021: City Council expresses intent to den applicants request for a revised Site Plan. Applicant advised to work with City Sta f and investigate alternatives to the proposed basin. ■ May 10, 2021: Applicant and City Staff discuss proposed solution, alternative systems and existing detention & retention structures to provide guidance on a solution. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg Existing Basins Studied ■ Central Market Detention Basin. ■ Nolan Drive Retention Basin. ■ Southlake Meadows Retention Basin. ■ Southridge Lakes Retention Basin. ■ FM 1709 & State Hwy. 114 Detention Basin. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Central Market Detention Basin Observed Features, Elements and Conditions ■ Surrounded by streets and parking. ■ Visible from sidewalks, not from street. ■ Stacked Stone Walls approx. 10' high. ■ Concrete drainage structures and pilot channel. ■ Wrought iron fencing. ■ Landscape obscuring basin from street and surrounding area. ■ Trees located within basin perimeter. 4 L ANDPLAN DEVELOPMENT rmg Methodist SOUTHLAKE HOSPITAL Central Market Detention Basin — Storm Event Observed Conditions ■ Not visible from street. ■ Water detained with measured release as designed. ■ Landscape obscuring basin from street and surrounding area. ■ Trees located within basin perimeter both water and drought tolerant. 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Nolan Drive Retention Basin Observed Features, Elements and Conditions ■ Surrounded by streets and parking. ■ Pond visible from drive lanes. ■ Stone wall edge with sloped grass freeboard. ■ Concrete drainage and overflow structures. ■ Landscape surrounding basin. ■ Trees located in freeboard area. _r. 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Southlake Meadows Drive Retention Basin qW Observed Features, Elements and Conditions ■ Surrounded by streets and sidewalks. ■ Visible from streets and sidewalks. ■ Stacked Cobblestone walls with grass freeboard area. ■ Concrete drainage and overflow structures. ■ Stone water feature. ■ Wrought iron fencing. ■ Landscape surrounding basin. ■ Trees located in freeboard area. 4 L ANDPLAN DEVELOPMENT rmg 4�. 4 - 0 Methodist SOUTHLAKE HOSPITAL Southridge Lakes Retention Basins Observed Features, Elements and Conditions ■ Surrounded by streets and sidewalks. ■ Visible from streets and sidewalks. ■ Natural grass edge with grass freeboard area. ■ Concrete drainage and overflow structures. ■ Multiple fountain features. ■ Structures built over and in basin. ■ Landscape surrounding basin. ■ Trees located in freeboard area. 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL FM 1709 & State Hwy. 114 Detention Basin -NM-W" , k - Observed Features, Elements and Conditions ■ Surrounded by streets. ■ Visible from streets. ■ Natural grass freeboard area. ■ Concrete drainage and overflow structures. ■ Landscape islands surrounding basin. ■ Shrubbery located in freeboard area. ■ Center island/tree in basin area. 4 L ANDPLAN DEVELOPMENT rmg Summary Table: Conditions, Elements & Features Visible from Road or Sidewalk Stacked Stone Walls or Edging Sloped Grass Freeboard Fountain or Water Feature Wrought Iron Fencing Landscape Surrounding Basin Trees Located in Basin 0 Methodist 5OUTHLAKE HOSPITAL Sidewalk ,�nly 4 L ANDPLAN DEVELOPMENT 4 L ANDPLAN DEVELOPMENT rmg ■ Retention Basin. Alternative Designs Considered ■ Two Basin Option (North and South). ■ Sloped Grass and Shallow Bottom Option. ■ Raised Basin /Rim Option. ■ Underground Option. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg Retention Pond with Water Feature ■ Pros: — None. ■ Cons or Items of Note: More costs — deeper excavation, wet pond liner, etc. Safety concerns — drowning hazard. Cannot see the water below — adds no value. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Retention Pond Section A -A �.,•�P �ry � a V i DISTANCE FROM 1 114 103'Y. DISTANCE FROM FRONTAGE RD..,_ -_-- I `� i p�y�rypp n,e�vseo sikee. � -_ Existing Plantings \s�i�� - Key Map Slate Highway 114 PedesVian Sight one Landscape Screen � 9 yyy Exksiing Trai{ VehicWar Sight Line Enhanced Plentirtgs Lxishng Tree oh Property n� � �� R e t Y y Props Line 1.. � �l' Proposed Retaining Wall etention Pond aard Rail t 10 — , i Section A -A a Q F ;i� MSH - Southlake Retention Basin GRAPHI° SCALE IN FEET U j Methodist Southlake Hospital, 421 E. State Hwy 114 ° ]o zo w 3; Southlake, TX 76092 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Retention Pond Section B-B Section B-B MSH - Southlake Retention Basin IN FEET Methodist Southlake Hospital, 421 E. State Hwy 114 0 10 zo 40 Southlake, TX 76092 Key Maip C~!}Y Q Q oxd F D 0 WUO m m Z 0 U W U) 4 L ANDPLAN DEVELOPMENT rmg Two Basin Option (North and South) ■ Pros: Northern pond wall heights reduced by 2'-3'. ■ Cons or Items of Note: 7.5' high walls on the southern pond and northern pond. Stone walls easier to see due to height reduction of basin rim. Bottom of the ponds are held by the existing inlet pipes and outlet pipe to S H 114. Top of the pond is held by the 100-year water surface elevation in the existing system, plus the 1' of freeboard per City requirements. Additional grading needed northwest of the pond as well as the east to get the top of the pond above the 100-year water surface elevation. Cannot extend further north due to existing utilities in an easement. Utilities cannot be in detention ponds. Cannot extend further west due to future buildout. Will experience additional material and labor costs due to second basin. 0 Methodist L ANDPLAN SOLITHLAKE HOSPITAL DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL �I Two Basin Option (North and South). HIGHLAND ST Iml o—W, below. Call Wom"uft. Nv-VANVAvvAvv,q Ej 2- 4 LANDPLAN DEVELOPMENT rmg Sloped Grass and Shallow Bottom Option ■ Pros: Softer sloped walls. ■ Cons or Items of Note: Reroute existing water and sewer to expand the pond. Eliminates most, if not all, of the future building. Larger pond footprint. Additional grading needed to tie the pond into the existing grade. Because the pond is on a sloped grade — the west side of the pond needs to grade at a 4:1 slope from the bottom of the pond to the existing grade for about 80' horizontally. Cannot extend further north due to existing water and sewer lines in an easement — water and sewer lines cannot be in detention ponds. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Sloped Grass and Shallow Bottom Option �` � �� 'l �.� e,� rgre Future Building and Frelane woRrn " -.. / �.� H/ Negatively ImpeCted_ Additional Grading To Tie Into Existing Grades- 40' Sloped Grass Freeboard Area at 41 Slope d f / Basin No Longer Conlined ^ sc i I to Flood Plain. .�-. \ LLI `- � /�-� � ♦/ Ef�J6TING WR ER AN66PN TEIR�Y -. � t' I Kitt�eyr110iIt I a /• /�' 1 / �i /� I I� l I ❑ j H Y YI O = - d Ab-/ ,!�yyv/ 11 i�i% S {— fn LLJ T-� - - -- --� .------- - - Call term. you dq. 3 E HIGHLAtFO ST ��.. — J F- �� i`b--- ----- - - --- Z ii�s C-101 DEVELOPMENT rmg Raised Basin / Rim Option ■ Pros: Raises basin rim to further obstruct views. ■ Cons or Items of Note: Additional fill in the floodplain could lead to CLOMR/LOMR process. Additional 9-12 months. Current solution is a net cut or increase in capacity. Cannot grade further east because of the buffer yard requirement, trees and plantings cannot be in 4:1 slopes. Additional fill on top of the utilities will cause the utilities to be unnecessarily deep. Sanitary sewer in area approx. 9' deep. Additional fill on top of the sanitary sewer line will cause the lineto be more than 10feet deep — the pipe will no longer meet city requirements with the additional fill. Can not berm up the west side of the basin similar to the east and north sides because it will prevent water from flowing into the basin. Any additional height in the pond wall is not needed from an engineering standpoint. Additional height will force the pond to shift west so there is room to tie that additional 1' into the existing sur ace. W Methodist SOUTHLAKE HOSPITAL #Q!4 L ANDPLAN DEVELOPMENT rmg Underground Option ■ Pros: Basin structure buried underground. ■ Cons or Items of Note: Extensive additional engineering required due to initial failure. Subject to same failure conditions as existing basin. Cost to replace estimated to be 3X cost of proposed surface basin. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg City of Southlake Retention & Detention Policy ■ City of Southlake drainage criteria requires that retention or detention of stormwater shall be provided in this circumstance; ■ The City's Retention and Detention Policy (Div. 8, Sec. 9.5-162(b), (c) and Sec. 9.5-163 (b), (c)) allows the developer to choose whether they provide retention or detention; ■ Per the City's Retention and Detention Policy (Sec. 9.5-163 (b), (c)), a detention pond in the form of a grass lined depression is listed as an approved option; ■ The City has no specific requirements for landscaping surrounding a detention pond. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg Conclusions ■ Proposed surface detention basin contains the same types of elements and features provided at the Central Market location. ■ Alternate solutions not feasible due to existing topography/grades, existing utilities and easements, existing drainage tie-in elevations, lack of visibility, negative impact on future development and exorbitant costs. ■ Use of surface detention not prohibited by SP2 Zoning or Zoning Ordinance No. 480-527. ■ Concept in keeping with the original approved Concept Plan. ■ The proposed location of the basin is consistent with the approved Concept Plan. ■ Solution complies with City of Southlake Retention and Detention Policy. 0 Methodist L ANDPLAN SOLITHLAKE HOSPITAL DEVELOPMENT rmg Conclusions ■ Detention basin wall structure not visible from Hwy. 114 or Frontage Road. ■ Existing area will be improved and enhanced from its original Concept Plan. ■ Enhanced landscape will improve views from the Hwy. 114 and Frontage Road. ■ Addresses the concerns of the Corridor Planning Committee, Staff and Council. ■ Proposed solution remains best solution available to the Methodist Southlake Hospital. ■ The proposed detention basin solution when combined with the substantial amount of proposed landscaping, exceeds the City's requirements and, therefore, should be approved as submitted. 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT rmg Questions ZA21-0016 0 Methodist SOUTHLAKE HOSPITAL 4 L ANDPLAN DEVELOPMENT