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HomeMy WebLinkAbout2011 09 07 Public Hearings 500 Tuscawilla Greens Preliminary/Final Engineering PlanPLANNING &ZONING BOARD AGENDA ITEM 500 September 7, 2011 Meeting Consent Information Public Hearing X Regular Mgr. / Dept REQUEST: The Community Development Department - Planning Division requests the Planning & Zoning Board /Local Planning Agency hold a public hearing to consider a modification to the Tuscawilla Greens Preliminary /Final Engineering Plan to permit the construction of 60 townhome units on an 11.45 acre development site which was approved for the construction of 60 condominium units in 2008. The subject property is located on the south side of Winter Springs Boulevard, east of the Tuscawilla Country Club. SYNOPSIS: The applicant, Morgran Management, LLC is requesting approval of a modified Preliminary /Final Engineering Plan for Tuscawilla Greens to permit the construction of 60 townhome units on a development site which was approved for the construction of 60 condominium units in 2008. The developer intends on utilizing existing infrastructure that was constructed to service the condominium buildings. Following City Commission approval in 2008, construction of site infrastructure commenced and was substantially completed in 2009. The construction of the condominium buildings never materialized. The site currently has built infrastructure consisting of paved streets, curb and gutter, stormwater retention areas, water and sewer lines, and retaining walls. The subject property is located in the Tuscawilla Planned Unit Development (PUD), east of the Country Club on the south side of Winter Springs Boulevard. CONSIDERATIONS: FUTURE LAND USE AND ZONING DESIGNATION FLU: Medium Density Residential Zoning: PUD (Planned Unit Development) APPLICABLE LAW &, PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances September 7, 2011 Planning & Zoning Board, Item 500 Page 2 of 4 First, Second, Third and Fourth Amendments to the Settlement Agreement for Tuscawilla. CHRONOLOGY • Final Order approving Settlement Agreement and amended Settlement Agreement No. 1, recorded April 14, 1994 in the Public Records of Seminole County, Florida. • Second Amendment to Settlement Agreement recorded October 22, 1996 in the Public Records of Seminole County, Florida. • Conceptual approval for 60 residential condominium units (15 buildings), with the 4 garages in each building opening onto an internal courtyard, and on- street parking was approved by the City Commission on September 10, 2007, subject to conditions. • Third Amendment to Settlement Agreement approved by the City Commission October 2, 2007 and recorded December 5, 2007 in the Public Records of Seminole County. • September 8, 2008 - City Commission Approval of Preliminary /Final Engineering Plan for 60 condominium units on the subj ect property. • September 8, 2008 — Fourth Amendment to the Settlement Agreement approved by the City Commission. • Early 2009 - Site construction commenced. • Late 2009- Site construction ceased. DISCUSSION: The applicant, Morgran Management, LLC, has submitted a modified Preliminary /Final Engineering Plan detailing the construction of 60 fee - simple townhome units on the subject property. In 2008, the City Commission approved the construction of a 60 unit condominium development. Infrastructure for the development consisting of streets, stormwater retention areas, and water and sewer lines were constructed; however, the condominium buildings were never constructed and the sitework was never finalized and accepted by the City Commission. The townhome units are proposed to be constructed as 4 -unit buildings in the same locations as the previously approved 4 -unit condominium buildings. The plan details utilization of the existing infrastructure, with minor modifications, that was constructed as part of the condominium development to service the townhome buildings. The proposed layout is consistent with the layout that was approved by the City Commission in 2008. The modified Preliminary /Final Engineering plan proposes the construction of 15 townhome buildings with 4 units in each building for a total of 60 units. The applicant conveyed to staff in the pre- application meeting that the units would average 1,800 square feet in area. Each unit will be accessed via its own driveway, or via a shared driveway for units that are located at the ends of one of two cul -de -sacs. The driveways are proposed to be 16 -feet in width. As a result of staff's concern during the development review process, the applicant provided a parking detail in the plan September 7, 2011 Planning & Zoning Board, Item 500 Page 3 of 4 set indicating up to 4 cars can be parked on the driveways. Each unit will have a garage, with the two middle units containing a 1 car garage and the two end - units containing 2 car garages. The development will be gated and the streets will be private, consistent with what was approved in 2008 for the condominium development. The existing internal streets consist of an entrance drive that transitions into two streets that terminate into cul -de -sacs. As was the case with the original development, there will be no sidewalks that are internal to the development. This was agreed upon in the original Development Agreement. A revised Development Agreement which recognizes the construction of townhomes will be presented to the City Commission at such time the plan is presented for final approval. An agreement is in the process of being completed between the applicant and the Tuscawilla Country Club which will allow the use of the amenities in the Country Club for residents of this development. Additionally, the third amendment to the Settlement Agreement requires the applicant to pursue a Letter of Map Revision (LOMR) from FEMA for encroachments into the 100 -year flood plain prior to the City's issuance of a building permit for any building that is affected by the LOMR. Since ownership of the townhomes will be fee - simple, the development will be required to be platted prior to submittal of building permits for the units. FTNDTNCT!� 1. The 11.45 acre Tuscawilla Greens site is located within the City of Winter Springs in the Tuscawilla PUD and has existing infrastructure that will service the townhome units. 2. Construction of infrastructure commenced following approval of the condominium plan in 2008. 3. The site has a future land use designation of Medium Density Residential and is zoned Planned Unit Development (PUD). 4. Central potable water, sanitary sewer, streets, and stormwater retention areas exist on the site. 5. The proposed layout is consistent with the layout depicted on the plan that was approved by the City Commission in 2008. FISCAL IMPACT: The potential tax revenue of the proposed project is estimated as follows: Townhomes (60 units Units (1,800 square foot average) assessed at $90 /square foot: $9,720,000 assessed tax value (1, 800 x 90 = 162, 000 x 60 units = $9,720, 000) $9,720,000/1000 = $9,720.00 $9,720 x (2.5814) _ $25,091.21 $25,091.21 (less the 4% statutory discount) _ $24,087.56 tax revenue City of Winter Springs taxes paid on vacant land now (data obtained from Seminole County Property Appraiser): $3,097.68 $3,097.68 tax revenue Total Potential Tax Revenue: $27,185.24 September 7, 2011 Planning & Zoning Board, Item 500 Page 4 of 4 COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney /Staff. Additionally, the Meeting Agenda has been sent to media /press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. RECOMMENDATION: Staff recommends that the Planning & Zoning Commission forward a recommendation of approval to the City Commission for the modified Preliminary /Final Engineering Plan for Tuscawilla Greens. ATTACHMENTS: A. Modified Preliminary /Final Engineering Plan B. Preliminary /Final Engineering Plan, approved September 8, 2008 Attachment " O ,. .\ 4•k,=>. 4\CC\\\ ask \�:��ii�Y;`.�•\�� \�t \l\.�\ SIDEWALK & CROSSWALK ........... ... ... � • , . TO FIT BETWEEN EXIST. ,... .• '• /`` \.iar\=C'a\w�.•+. eta; i�\ c. s'\. \a.\r�Y`\\•\.�\.'\.c�ti�+.'s NOTE: ALL STRIPING TO BE THERMOPLASTIC. = GUARDRAIL & INLETS 1 ', ,, yy\\*.\),\ a• til\ k: \\ \ \?: \1'ta \ \ \ \• \ \RFtCj. \ ?, * \ \\ t awl' \�i' BBL• R1 \. \ \> \'}i• 28 \,i.v \l' \Y ?mow "•G\ \,i.i \<v\S.\ \\ f,.\•V\ Yla.\.1x .. .. � .',. .. � .: illr \'.4 \'\�. \:\Y�l' \h� \'V;SLS \•\Jv \ \'\.a�Y;\ \. \ \A \'X:k .II P I • - Maim i ® t I I - •��, i •I a I• o ��i6r JIM �� �..� I • Ills � :� .,�II1 Y'il® �.i;�l �� •, _ � ® _ NOR I I I - - f f I• I t I I 6" WHITE STRIPE II F• • YELL 1 " =20' � EXISTING / t.\�`�����j�'`\��•� \�4�ti�• 13 1 15 12 :: iS.1 \\ �>. >\ \\, i \'> \•\\ \\\.•' 179 RELOCATED ti >\ ri >a \\kp `•tea \ \ >��_ \\ > 10 YR. FLOOD EL. � TEEBOXES i� \a\ ii\\i\ i \ \\ \ <'\.. \\ TEE BOX l 10 ��Xx >v.v�v y. v.�,v >� kkvR DRIVEWAY PARKING DETAIL \k 12 ,j, �� \\\ »\ \>\t���+� \•i> _ 50'CREEKSETBACK~.'. � •� .a,. , ,�<`\ \ \ \4 >\ \< \•V \'Y 1a1�1 \\ ',. .: ;i ... - • 1 =20 T. \ �� \>. \\ '�` .;. • . EXIST. WETLAND LIMITS RELOCATED" COMPENSATING STORAGE AREA SITE DATA WALL ALL NOTE: \\, ti. \.y v>a �,)1.v \ht t\ Yvy O S A O G EXI T. S " � ,� ,,> „ > �� i � s ,�\ \ \ »4 ,,�.� •Cxq. � .; : '; � ,. °''. FUTURE LAND USE MDR W /CONSERVATION OVERLAY 7.54 AC. CART PATH TO HAVE MIN. 6" CURB / \,`. / a . ^` °;` `' "`w "'" �?' ? "^ .: w ,, RECREATION & OPEN SPACE 7 / \�. \ \�\\�\ \Y\ \ta\\\, \Y\4 \... W /CONSERVATION OVERLAY 448 AC O 8 - .:^""'•. a Y\' \'\�x'Cib.\: \\.\.\ \�c\ih�>' •, /... AREA 12.02ACRES NETLANDAREA ,—F NB - 2 ... - R OADWAY AREA GROSS AREA RO 11.45ACRES • A ISTING khtY'iY .• ;. _.. GROSS DENSITY= 60 UNITS 112.02 AC 4.99 UNITS /AC '4 aw Y >tii TE NET DENSITY= 60 UNITS /7.54 AC = 7.96 UNITS /AC / ,s, .. � '.aY�i)\Y1• \\\\\t \ \'a.Yn }+t\i \xyt \\ :.. ' � \� GS=4- CURRENT ZONING PU NUMBER OF PHASES 1 LEGEND MAXIMUM BUILDING HEIGHT 35 FEET TEE BOX DESCRIPTION EXISTING PROPOSED U 0 B I N FB ILDIN 5 1 t P�N� OPEN SPA CE /RECREATION 3.00AC. t 1 t 2 \iC\\�+. >\\, - >>X\t>�\\.> \ "•�'tXi t UTILITIES SANITARY SEWER SYSTEM WATER CITY OF WINTER SPRINGS SANITARY SEWER Y OF WINTER SPRINGS STORM SEWER SYSTEM CIT • � >�?,�'� \'\1\ \\•i;\i >\\ \\ \ \ > \>�x,. SOLID WASTE WASTE PRO OF FLORIDA, INC. WATER SYSTEM » " "� `' " """'"` � POWER PROGRESS ENERGY TELEPHONE AT &T FIRE HYDRANT t I " " " i`'* yiY�Y \ \ \ »\+ Y CABLE TV TER BRIGHT HOUSE NETWORKS k` \>``` 10YR FLOOD EL. 18.3 STORM WA DETENTION PER SETTLEMENT AGREEMENT t•Y \\ vm \i \ \k\k3> @ \> \ \ \ \>Y \\ ' -•' SOILS LEGEND GENERAL NOTES TO BE DESIGNED IN ACCORDANCE WITH CONTOUR _ \kiY >\\\•\\.\.\e\k\v\r\\ "^�' ` THE CITY OF WINTER SPRINGS AND SJRWMD. \'c\\. \ >�Y\ ROADS INTERNAL ROADS ARE PRIVATE SPOT ELEVATION HP x Arents, 0 to 5 percent slopes 1. ALL UNSUITABLE SOILS WITHIN PADS WILL BE REMOVED AND REPLACED DIRECTION OF SURFACE FLOW � and Ea e fine sands WITH SUITABLE MATERIAL 20 Pomell Pomell . PARKING REQUIRED 2.5 SPACES PER UNIT 2.5 x 15 x 4 = 150 \ /1 � �' / o fine sands, nds, PARKING PROVIDED 1 GARAGE SPACE PER UNIT 0 [0 5 percent slopes 2. IT IS ANTICIPATED THAT IMPORT FILL MAYBE REQUIRED. 3. A BLUE REFLECTIVE PAVEMENT MARKER SHALL BE PLACED IN THE + 2 DRIVEWAY SPACES PER UNIT SOILS DIVIDE / 2® Pompano fine sand, occasionally Flooded CENTER OF THE DRIVING LANE IN FRONT OF ALL FIRE HYDRANTS. 3 SPACES PER UNIT 3 x 15 x 4 = 180 . " Tavares - Millhopper fine sands, 0 to 5 percent slopes 4 ALL EXISTING BUILDINGS, PAVED &DIRT ROADS, STORMWATER SYSTEMS VERTICAL DATUM NGVD 29 SOILS TYPE 27 SANITARY SEWER SYSTEMS AND WATER MAINS ONSITE SHALL BE REMOVED. DAVE SCHMITT REVISIONS DAVE M. SCHMITT DATE: AUGUST 2007 CONTRACTOR "AS BUILTS" DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER OVERALL SITE PLAN PROJECT NO.: CHD -2 ENGINEERING INC. I hereby state that these "As- Builts" were furnished to me by the contractor listed below. I, or an employee under my direct 7/01/08 GG REV. PER CITY OF WINTER SPRINGS © 48274 supervision have reviewed these "As- Builts" and believe them to be in compliance with my knowledge of what was actually DRAWN BY: GAG 6/19/08 GG REV. PER SJRWMD TUSCA WI L LA GREENS 13013 FOUNDERS SQUARE DR. constructed. This statement is based upon site observations of the construction. ORLANDO. FL 32828 08 -15 -11 TM REV. PER CITY OF WINTER SPRINGS 4/21/08 GG REV. PER SJRWMD & CITY OF WINTER SPRINGS CHECKED BY: AJM 407 - 207 - 9088 FAX 407 - 207 - 9089 Not C Engineer 2 -11 -11 DMS CONVERTED TO TOWNHOME LOTS 03/01/08 GG REV. PER SJRWMD WINTER SPRINGS, FLORIDA SCALE: 1 " =60 Not valid without the signature and the original raised seal of a Florida Registered Engineer. Certification of Authorization #27471 1 1 08/08/08 GG REV. PER CITY OF WINTER SPRINGS ® 12/17/07 GG REV. PER SJRWMD SHEET: 3 OF 13 r 0 n ■ Ell "M 1 " =20' � EXISTING / t.\�`�����j�'`\��•� \�4�ti�• 13 1 15 12 :: iS.1 \\ �>. >\ \\, i \'> \•\\ \\\.•' 179 RELOCATED ti >\ ri >a \\kp `•tea \ \ >��_ \\ > 10 YR. FLOOD EL. � TEEBOXES i� \a\ ii\\i\ i \ \\ \ <'\.. \\ TEE BOX l 10 ��Xx >v.v�v y. v.�,v >� kkvR DRIVEWAY PARKING DETAIL \k 12 ,j, �� \\\ »\ \>\t���+� \•i> _ 50'CREEKSETBACK~.'. � •� .a,. , ,�<`\ \ \ \4 >\ \< \•V \'Y 1a1�1 \\ ',. .: ;i ... - • 1 =20 T. \ �� \>. \\ '�` .;. • . EXIST. WETLAND LIMITS RELOCATED" COMPENSATING STORAGE AREA SITE DATA WALL ALL NOTE: \\, ti. \.y v>a �,)1.v \ht t\ Yvy O S A O G EXI T. S " � ,� ,,> „ > �� i � s ,�\ \ \ »4 ,,�.� •Cxq. � .; : '; � ,. °''. FUTURE LAND USE MDR W /CONSERVATION OVERLAY 7.54 AC. CART PATH TO HAVE MIN. 6" CURB / \,`. / a . ^` °;` `' "`w "'" �?' ? "^ .: w ,, RECREATION & OPEN SPACE 7 / \�. \ \�\\�\ \Y\ \ta\\\, \Y\4 \... W /CONSERVATION OVERLAY 448 AC O 8 - .:^""'•. a Y\' \'\�x'Cib.\: \\.\.\ \�c\ih�>' •, /... AREA 12.02ACRES NETLANDAREA ,—F NB - 2 ... - R OADWAY AREA GROSS AREA RO 11.45ACRES • A ISTING khtY'iY .• ;. _.. GROSS DENSITY= 60 UNITS 112.02 AC 4.99 UNITS /AC '4 aw Y >tii TE NET DENSITY= 60 UNITS /7.54 AC = 7.96 UNITS /AC / ,s, .. � '.aY�i)\Y1• \\\\\t \ \'a.Yn }+t\i \xyt \\ :.. ' � \� GS=4- CURRENT ZONING PU NUMBER OF PHASES 1 LEGEND MAXIMUM BUILDING HEIGHT 35 FEET TEE BOX DESCRIPTION EXISTING PROPOSED U 0 B I N FB ILDIN 5 1 t P�N� OPEN SPA CE /RECREATION 3.00AC. t 1 t 2 \iC\\�+. >\\, - >>X\t>�\\.> \ "•�'tXi t UTILITIES SANITARY SEWER SYSTEM WATER CITY OF WINTER SPRINGS SANITARY SEWER Y OF WINTER SPRINGS STORM SEWER SYSTEM CIT • � >�?,�'� \'\1\ \\•i;\i >\\ \\ \ \ > \>�x,. SOLID WASTE WASTE PRO OF FLORIDA, INC. WATER SYSTEM » " "� `' " """'"` � POWER PROGRESS ENERGY TELEPHONE AT &T FIRE HYDRANT t I " " " i`'* yiY�Y \ \ \ »\+ Y CABLE TV TER BRIGHT HOUSE NETWORKS k` \>``` 10YR FLOOD EL. 18.3 STORM WA DETENTION PER SETTLEMENT AGREEMENT t•Y \\ vm \i \ \k\k3> @ \> \ \ \ \>Y \\ ' -•' SOILS LEGEND GENERAL NOTES TO BE DESIGNED IN ACCORDANCE WITH CONTOUR _ \kiY >\\\•\\.\.\e\k\v\r\\ "^�' ` THE CITY OF WINTER SPRINGS AND SJRWMD. \'c\\. \ >�Y\ ROADS INTERNAL ROADS ARE PRIVATE SPOT ELEVATION HP x Arents, 0 to 5 percent slopes 1. ALL UNSUITABLE SOILS WITHIN PADS WILL BE REMOVED AND REPLACED DIRECTION OF SURFACE FLOW � and Ea e fine sands WITH SUITABLE MATERIAL 20 Pomell Pomell . PARKING REQUIRED 2.5 SPACES PER UNIT 2.5 x 15 x 4 = 150 \ /1 � �' / o fine sands, nds, PARKING PROVIDED 1 GARAGE SPACE PER UNIT 0 [0 5 percent slopes 2. IT IS ANTICIPATED THAT IMPORT FILL MAYBE REQUIRED. 3. A BLUE REFLECTIVE PAVEMENT MARKER SHALL BE PLACED IN THE + 2 DRIVEWAY SPACES PER UNIT SOILS DIVIDE / 2® Pompano fine sand, occasionally Flooded CENTER OF THE DRIVING LANE IN FRONT OF ALL FIRE HYDRANTS. 3 SPACES PER UNIT 3 x 15 x 4 = 180 . " Tavares - Millhopper fine sands, 0 to 5 percent slopes 4 ALL EXISTING BUILDINGS, PAVED &DIRT ROADS, STORMWATER SYSTEMS VERTICAL DATUM NGVD 29 SOILS TYPE 27 SANITARY SEWER SYSTEMS AND WATER MAINS ONSITE SHALL BE REMOVED. DAVE SCHMITT REVISIONS DAVE M. SCHMITT DATE: AUGUST 2007 CONTRACTOR "AS BUILTS" DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER OVERALL SITE PLAN PROJECT NO.: CHD -2 ENGINEERING INC. I hereby state that these "As- Builts" were furnished to me by the contractor listed below. I, or an employee under my direct 7/01/08 GG REV. PER CITY OF WINTER SPRINGS © 48274 supervision have reviewed these "As- Builts" and believe them to be in compliance with my knowledge of what was actually DRAWN BY: GAG 6/19/08 GG REV. PER SJRWMD TUSCA WI L LA GREENS 13013 FOUNDERS SQUARE DR. constructed. This statement is based upon site observations of the construction. ORLANDO. FL 32828 08 -15 -11 TM REV. PER CITY OF WINTER SPRINGS 4/21/08 GG REV. PER SJRWMD & CITY OF WINTER SPRINGS CHECKED BY: AJM 407 - 207 - 9088 FAX 407 - 207 - 9089 Not C Engineer 2 -11 -11 DMS CONVERTED TO TOWNHOME LOTS 03/01/08 GG REV. PER SJRWMD WINTER SPRINGS, FLORIDA SCALE: 1 " =60 Not valid without the signature and the original raised seal of a Florida Registered Engineer. Certification of Authorization #27471 1 1 08/08/08 GG REV. PER CITY OF WINTER SPRINGS ® 12/17/07 GG REV. PER SJRWMD SHEET: 3 OF 13 PH BELLOW HERBERT AND COMPANY, INC. 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NOTE: ALL STRIPING TO BE THERMOPLASTIC. n n. ,� , 28 z < > 0 EXIST WEIt " ANLYLIMI z f t 0 • SI 0 N NZ .. N, R35 N-N Z M u SI Z V ZZ, cz� A: 45 t . j � FUTUR L4� < 11 U 0- Is 1 � TENNIS COURT (NIC) Z- R211 A , 21 ' ko 1 RZ Rz 'M I I L I I I IEZ % Ma j x ' >`' N 100-YEAR FLOODWAY PER FEMA FIRM PANELS � T - 11 12117COl 70F & 12117CO190F, SEPTEMBER 28, 2007 �A A URIS A n �6' W ( PROP RETAINING WALL 100-YEAR FLOODZONE PER FEMA FIRM PANELS WHITE STRIPE 6 YELLOW STRIPE 12117CO17OF & 12117C0190F, SEPTEMBER 28, 2007 71 IN 15' 1 1 0 1 1 10 101 7 -A N� za �Cr.�RWSETBACK 75 �J -. k , W In OWN 'A 14 V r 2 FL 0' OD EL. 17.9 Q 10 YR. MIRK 00 EXI STING -LAND CONTROL BOX W1 SIREN 'LIM OPERATED SENSOR 20 STA01I EMERGENCYACC iss 100 YR. FLOOD EL. 7,9.(j 9' GATES N Z"z 1 O'WIDE SIDEWAL KICA R T PA TH X 20'STABILZED EMERGENCYACCESS FOLLOWS EXIST. PAVED CART PATH TO PARKING LOT 1. GENERAL W NOTES BE REMOVED AND R F PROP. RE INiNG WiLL:. EPLACED ALL UNSUITABLE SOILS ITHIN PADS WILL TA -,s �� N, q EXIST WETLAND LIMITS ..... . WITH SUITABLE MATERIAL. 2. IT IS ANTICIPATED THAT IMPORT FILL MAYBE REQUIRED. 3. A BLUE REFLECTIVE PAVEMENT MARKER SHALL BE PLACED IN THE CENTER F THE DRIVING LANE IN FRONT OF ALL FIRE HYDRANTS. ENTRY GATE DETAIL ........ 4. LL EXISTING BUILDINGS, PAVED DIRT ROADS, STORMINA TER SYSTEMS SANITARY SEWER SYSTEMS AND WATER MAINS ONSITE SHALL BE REMOVED. '=20 EXISTING , RELOCATED TEE B OXES 4 Z 10 YR. FLOOD EL. 17.9 SITE DATA FUTURE LAND USE MDR W1 CONSERVATION OVERLAY 7.54 AC. RECREA & OPEN SPACE Cs- WICONSERVATION OVERLAY 4.48 AC. 01 CREEK SETBAC TEE,BOX a GROSS LAND AREA 12.02 A CRES EXIST WETLANDLIMIIS %j NETLA/I GROSS - ROADWAYAREA 11.45ACRES GROSS DENSITY= 60 UNITS/12.02 AC 4.99 UNITS /AC % RELOCATki) dX 3ATINGSTORAGEA EA,­--,v� NET DENSITY= 60 UNITS/7.54 AC 7.96 UNITS /AC CURRENTZONING PUD NOTE: ALL WALLS ALONG EXIST. CART PATH TO HAVE MIN. 6" CURB NUMBER OF PHASES 1 MAXIMUM BUILDING HEIGHT 35 FEET NUMBER OF BUILDINGS 15 B OPEN SPA CE/RECREA TION 2.71 AC, V V ZZ zl 1 UTILITIES JI WATER CITY OF WINTER SPRINGS LAI,) I IIVU SANITARY SEWER CITY OF WINTER SPRINGS 5\%KN-\ N TEE BCA SOLID WASTE WASTE PRO OF FLORIDA, INC. z CS4 POWER PROGRESSENERGY TELEPHONE AT&T LEGEND rV=LL)LA I CLJ CABLE TV BRIGHT HOUSE NETWORKS u –TEEB— STORM WATER DETENTION PER SETTLEMENT EXISTING , DESCRIPTION PROPOSED TO BE DES IN ACCORDANCE WITH SANITARY SEWER SYSTEM Rn% THE CITY OF IGNED WINTER SPRINGS AND SJRINMD. R11 7 t ROADS INTERNAL ROADS ARE PRIVATE STORM SEWER SYSTEM PARKING REQUIRED 2.5 SPACES PER UNIT 2.5xl5x4=150 --- WATER SYSTEM PARKING PROVIDED 1 GARAGE SPACE PER UNIT NS + 2 DRIVEWAY SPACES PER UNIT 3 SPACES PER UNIT 3 x 15 x 4 180 FIRE HYDRANT N 7, 10 YR FLOOD EL. 18.3 VERTICAL DATUM NGVD29 + CONTOUR HII SOILS LEGEND SPOT ELEVATION I I I "I %\ ` . ­ .. I 3 Arents, 0 to 5 percent slopes DIRECTION OF SURFACE FLOW -MW 20 M and EauGallie fine sands 27 Pornelto fine 0 5 SOILS DIVIDE SOILS TYPE (Z) t sands, to percent slopes 28 Pompano fine sand, occasionall flooded 31 Tavares-Millhopper fine sands, 0 to 5 percent slopes DAVE SCHMITT ENGINEERING, INC. 13013 FOUNDERS SQUARE DR. ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 CONTRACTOR "AS-BUILTS' I hereb state that these "AsI were furnished to me b contractor listed below. 1, or an emplo under m direct pervision have reviewed these "As- Built and believe them to be in compliance with m knowled of what was actuall sunstructed. This statement is based upon site observations of the construction. Contractor En Not valid without the si and the ori raised seal of Florida Re En REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER 8274 OVERALL SITE PLAN TUSCAWILLA GREENS WINTER SPRINGS, FLORIDA DATE: AUGUST 2007 DATE BY DESCRIPTION DATE BY DESCRIPTION PROJECT NO.: CHD-2 DRAWN BY: GAG 7l01/08 GG REV. PER CITY OF WINTER SPRINGS 6/19108 GG REV. PER SJRWMD o CHECKED BY: AJM SCALE: 1 "=60' I Ql4r=r-T- q nit: 9 a 4/21/08 GG REV. PER SJRWMD & CITY OF WINTER SPRINGS 08108/08 GG REV. PER CITY OF WINTER SPRINGS AA 03101/08 12117107 GG REV. PER SJRWMD GG REV. PER SJRWMD A