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HomeMy WebLinkAboutItem #05 Approval for the Oasis at Lake Bennet Apartments Final Site Plan ocoee florida AGENDA ITEM COVER SHEET Meeting Date: February 2, 2016 Item # 5 Reviewed By: Contact Name: Michael Rume Department Director: Contact Number: • Ext. 1018 City Manager: Subject: The Oasis at Lake Bennet Apartments Final Site Plan Project#LS-2015-009 Commission District#3—Angel de la Portilla Background Summary: The Oasis at Lake Bennet Apartments project is generally located south of Maine Street, east of Bluford Avenue and north of W. Colonial Drive (SR 50) adjoining Lake Bennet. The parcel numbers for this project are 20-22-28-6156-04-000, 20-22-28-6156-03-000 and 20-22-28-0000-00-068. This project is proposing to construct a 302 unit multi-family, four-story apartment development on approximately 13.01 acres. The site is currently a part of the Ocoee Town Center lots 3, 4, and 6. The parcels are undeveloped. The project lies in Target Area 2 and is zoned "Community Commercial" (C-2). The Future Land Use designation for the subject site is "Commercial". The table below references the future land uses, jurisdiction, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Conservation/Floodplains City of Ocoee(C-2) Vacant Undeveloped Land Public Facilities/Institutional East Commercial City of Ocoee(C-2) Commercial South Commercial City of Ocoee(C-2) Commercial Vacant Undeveloped Land (Ocoee Town Center) West Commercial City of Ocoee(C-2) Commercial Vacant Undeveloped Land The Future Land Use for the site is "Commercial" and the Zoning classification for the site is Planned Unit Development (PUD). On June 16, 2015, the City Commission reviewed and approved the Preliminary Site Plan. The Final Site Plan, as proposed, is consistent with the approved Preliminary Site Plan. Issue: Should the Honorable Mayor and City Commission approve the Final Site Plan for The Oasis at Lake Bennet Apartments? Development Review Committee Recommendation: The Development Review Committee (DRC) reviewed the Final Site Plan for The Oasis at Lake Bennet Apartments. The applicant was provided staff comments. Most of the comments are minor tweaks in site related issues or questions on drainage compliance. Staff has determined that none of the comments would have an effect of relocating buildings, stormwater retention location, or access drives. Staff is requesting the approval of the final site subject to resolving any remaining staff comments. Planning & Zoning Commission Recommendation: The Planning and Zoning Commission reviewed the proposed Final Site Plan for Oasis at Lake Bennet Apartments on December 8, 2015. City Staff presented a brief summary and overview of the requested Final Site Plan. City Staff answered several questions regarding the overall tree preservation review and demands for apartments even though it is located in the CRA. All of these questions were addressed adequately in the P&Z meeting. After finishing its deliberations, the Planning & Zoning Commission voted unanimously to recommend approval of the Final Site Plan for Oasis at Lake Bennet Apartments, subject to resolving any remaining staff comments. Staff Recommendation: Based on the recommendation of the DRC and Planning &Zoning Commission, Staff recommends that the City Commission approve the Final Site Plan for Oasis at Lake Bennet Apartments, subject to resolving any remaining staff comments. Attachments: Location Map; Aerial Map; Staff comments; Final Site Plan for Oasis at Lake Bennet Financial Impact: None Type of Item: (please mark with an "x") Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by 0 N/A 2 Oasis at Lake Bennet Apartments Location Map 0 Maine LAKE BENNET -o a f � Rew u2g. c � Old Wi t� and 0 - 282220000000068, 282220615604000 and 282220615603000 Location Map I!L Ail IA- A 1 ),'' 7 \ { i k " 1 .J- ,1 { iR. r • f'x a 1 9 "we nej 7 '$ * '--------ir,----r i rr ,......; . i. , .,..--- , . , ...,.. I. d jr ' , r. rii f_ 'II: '. . ii al- �. .tea t 0 r �"" it 'j , 0 150 300 aEh �, j Feet 1 P Mayor Commissioners Rusty Johnson John Grogan, District 1 Rosemary Wilsen, District 2 46.-0.- City Manager Robert Frank Angel de la Portilla, District 3 Joel F. Keller, District 4 ocoee florida January 21, 2016 Sue Lorentz Interplan LLC 604 Court land Street, Suite 100 Orlando, Florida 32804 RE: OASIS AT LAKE BENNET APARTMENTS FINAL SITE PLAN LS-2015-009 1ST REVIEW Dear Sue Lorentz: Thank you for your submittal for the above-mentioned project. We have attached staff comments that are in response to your submittal. At your convenience, please call me at (407) 554-7085 to schedule a Technical Staff Review Committee Meeting (TSRC). During this meeting, the appropriate staff members will go over any of their comments to facilitate the re-submittal. In your written response, we ask that you indicate how each comment was addressed. If you have any questions, please contact me. Thank you! Sincerely, Sherry Seaver Sherry Seaver, Development Review Coordinator Planning Division Attachment Cc: Mike Rumer, City Planner Engineering Department Chris Blurton, Interplan LLC Project File City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100•fax: (407) 905-3167 •www.ocoee.org MICHAEL RUMER, CITY PLANNER (407) 905-3100 Extension 1018 No further comments at this time. DAVID WHEELER, CITY ENGINEER (407) 905-3100 Extension 1505 Comments will be forthcoming. GARY GLEASON, UTILITIES (407) 905-3100 Extension 4302 Comments will be forthcoming. SCOTT A. COOKSON, CITY ATTORNEY (407) 581-9800 Based upon our review of the documents submitted and pursuant to the Land Development Code of the City of Ocoee, we have the following comments: 1. Please have the Title Report certified or addressed to the City of Ocoee and to Shuffield Lowman &Wilson, P.A. 2. With the final submittal, please ensure that the Survey is signed and sealed. 3. Please note that is our understanding that the Owner agrees that the exchange of properties between the Owner and City, pursuant to the First Amendment to Development Agreement, will occur prior to the plat being submitted for approval by the City. Please confirm that this is accurate. BILL WAGNER, POLICE DEPARTMENT (407) 905-3100 Ext No further comments at this time. SHAWN SORENSON, FIRE INSPECTOR (407) 905-3100 Extension 2112 No further comments at this time. RICHARD CAMPANALE, PE, PUBLIC WORKS (407) 905-3170 No further comments at this time. MARK TROILO, SINGHOFEN &ASSOCIATES INC. (407) 679-3001 These comments relate to stormwater related issues we've identified in the recent submittal for the subject project. Specifically, they relate to the drainage report and calculations (Dated: December, 2015) and/or construction plans submitted for permit review (Dated: December, 2015): 1. The following generally relate to the drainage report and/or ICPR calculations. a. Pond 4, as currently designed, has surface discharges to the Maine Street pond during the 100-year, 24-hour storm. The site lies within the Lake Lotta basin which is considered a landlocked basin (i.e. there is no positive outfall). Per the City's Comprehensive Plan (Infrastructure; Drainage Sub-Element #3) and LDC (Article VI, Section 6-7(B)(3)(d)), developments in landlocked basins must provide full retention (i.e., no surface discharge) of the runoff volume produced by a 100-year, 24-hour storm event. This volume must be recovered within 14-days following the storm event (Comprehensive Plan, Section 4.3, (I)(D). Please demonstrate that the Maine Street pond has the storage capacity to accommodate the rate and volume of runoff proposed for discharge from the Oasis project (including recovery in that pond as well as on the Oasis property) and revise the plans and/or calculations to meet City requirements as necessary. b. Soil boring information provided for Pond 4 indicates the seasonal high water table elevation is 118.5 feet which is just 1.5 feet below the proposed pond bottom elevation. Per Article VI, Section 6-7 (B)(3)(f)(1), City code requires the bottom of retention or detention with filtration ponds to be a minimum of three (3) feet above the estimated seasonal high water table. Where this is not possible due to a high water table, underdrains will be installed with a minimum invert elevation of one (1) foot below the pond bottom and provided that there is a minimum of two (2) feet of filtration provided. Please revise the plans and calculations accordingly and resubmit same. c. The run date for the analysis provided in Figure 2b of the drainage report occurred at a later date (12-05-2011) than the run date of the last submittal received for Ocoee Town Center (11-12-2010). Furthermore, the two sets of calculations provided in Figure 2b have different data for water table elevation, maximum area for unsaturated infiltration, equivalent pond width, and stage vs area data. Please provide supporting documentation, including geotechnical data, for the information provided in Figure 2b. In addition, the basin delineation shown in the last submittal of Ocoee Town Center (Plan set date: 08-08-2011) shows the segment of road east of the intersection of Ocoee Town Center Boulevard and the private access road draining north away from Pond #2 (See Figure 1). Drainage structures 55-57 shown on page C3.2 of the Oasis at Lake Bennet plans alters this drainage pattern diverting additional runoff to Pond 2. Please demonstrate the pond has capacity using the geotechnical information originally included in the Ocoee Town Center design. ' is t .® tg �, . E. 1 g -. is ,, '�` ! i i •0 1 . , ,a. e '�,,1r' Qs g..,. f.i�® NI, . ' \ owra fA�[ 4, , ',1',..,:f:, t‘z 1,.' 1-4'247z4",.:4'4.1A.':40.-' ---," ' -- .rporP 01WN7 msg.ma e r t 1 \ �I A L � ^S) 1; \ II/ rte, \��; _ 'I .O04t ' A - ; i e } \ 4 ..; / +xa�r wore...2: f \�� —MhOa.(AM wawa W.OMX 0 r3 7 4r j �� a rz Ac.; ,. for we a ' '' ce "'� ilk, /+. fl Ok�40lIf111 IN K.l is s r f;/ \\ \- 6. i rf�s l . -, p* . ti - ., I I 1 ' 09 Figure 1. Pond 2 — Proposed Additional Contributing Area. d. The PONDS analyses for exfiltration trenches in Phase I, Lots 3 & 4 include perimeter calculations that account for all sides of the trenches, however, significant portions of the trenches are proposed in parallel and in close proximity to other runs of trench (See Figure 2 - Structure 9 to 10, etc.). PONDS allows horizontal flow along the entire perimeter of the trench, however, groundwater mounding affects from the adjacent, parallel runs of trench will likely reduce or eliminate horizontal flow in these intermediate areas (Figure 2 — area highlighted in red). This is inconsistent with the PONDS calculations submitted with the project. Unless it can be demonstrated that there is no groundwater interaction between adjacent trenches, the perimeter, length and width dimensions should be set to simulate the overall, outer overall perimeter of these areas instead of including the internal lengths of trenches adjacent to each other. Conversely, the applicant may separate the affected trenches to provide sufficient distance to avoid groundwater mound interaction. Please revise the design and/or calculations accordingly. Resubmit all affected calculations. oi• ' . .. ,Eiz • - k\ 1441t\ ' i.,\-- :„/# .11 ix : , -\F-_,:zi, _44: , . .., . ,..,1‘,,,, .,,,\ -..5, , .., 404'''' •\./.. ,_A„ ,\‘‘,:, \ ' \,_ __,:zA,t, :- 4iik,,,- ski .\16.\\ . ,<, ,- -,, • Nt.,.... , \,\, . s , ...„. \\ ..._ 4,„ ..... . , ,s, \ , ___,_„. Aii..... „ill" A A4.. %141%!1" ,,� � to '� ? ,n� � � _ L1 © /fr a■. --E 221 U .A41‘N.,-*:4, ' ' • • `YG, ''S '71P*7#1 , vi,. , / 16\-'4'. r ' \ :- \ a (<1. t \1k/ 1 ' _• , Figure 2. Areas of Groundwater Mound Interaction Along Exfiltration Trenches in Parallel e. The equivalent pond dimensions for Pond 4 shown in Figure 1 d of the drainage report reduces the equivalent pond perimeter by just 50 feet from the previous submittal. The retaining wall is 269 feet long. Please review and revise the calculations to reflect the true length of the wall accordingly and resubmit all affected calculations. f. The PONDS analyses for Pond 4 and the adjacent exfiltration trenches include perimeter calculations that account for all sides of the trenches, however, significant portions of the trenches are proposed in parallel and in relatively close proximity to the pond. This situation is similar to that described in Comment 1d above. Unless it can be demonstrated that there is no groundwater interaction between the pond and the adjacent trenches, the perimeter, length and width dimensions should be set to simulate the overall, outer combined perimeter of the pond and/or trench locations to avoid including "internal lengths" that are adjacent to each other. Conversely, the applicant may separate the affected trenches to provide sufficient distance to avoid groundwater mound interactions. Please revise the design and/or calculations accordingly. Resubmit all affected calculations. g. It appears that only the pond bottom has been considered DCIA although the Maximum Area For Unsaturated Infiltration in PONDS is set based on the pond top of bank elevation. The area of the pond at the approximate design high water elevation should be used to set the PONDS parameter and define the area used for DCIA to avoid double counting vertical infiltration. Please review and revise as needed and resubmit affected calculations. h. Please provide storm sewer and inlet capacity tabulations for the secondary system including delineation of sub-basin areas for the off-site inlets as well as the secondary system outlined in Phase I of the project. i. The invert elevations provided in the Storm Sewer Tabulation Form for inlet 2 and inlet 7 (pipes 4 and 14) do not match the invert elevations provided in the construction documents. Please revise to be consistent. j. 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