The URL can be used to link to this page

Home My WebLink About02-08-2005 Agenda Packet47 f'-_ , Mayor S. Scott Vandergrift Citv Manager Robert Frank Tuesday, February 8, 2005 CALL TO ORDER PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held January 11, 2005 III. OLD BUSINESS None IV. NEW BUSINESS A. Villas at Woodsmere 1. Preliminary / Final Site Plan B. Grace Community of Faith Church 1. Annexation 2. Rezoning 3. Special Exception 4. Preliminary Site Plan V. MISCELLANEOUS A. Project Status Report B. February Calendar VI. ADJOURNMENT Commissioners Danny Howell, District 1 Scott Anderson, District. 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 7:00 PM (PUBLIC HEARING) (PUBLIC HEARING) NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. O:\P & Z\Agendas\2005\Feb 8 2005 P & Z Agenda.doc City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on Tuesday, January 11, 2005 DRAFT THE MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, JANUARY 11, 2005 CALL TO ORDER Chairman Golden called the meeting to order at 7:05 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Members Campbell, McKey, Morris, Sills, and West. Also present were Community Development Director Wagner, City Attorney Storey, and Deputy City Clerk Brasher. ABSENT: Member Keller and Rhodus, who were excused. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, December 14, 2004. Member West, seconded by Member Campbell, moved to accept the Consent Agenda as presented. Motion carried 7-0. NEW BUSINESS OCOEE BUSINESS PARK, PHASE 1, LOT 2 — PRELIMINARY/FINAL LARGE SCALE SITE PLAN Community Development Director Wagner presented the staff report for the Ocoee Business Park -Phase 1, Lot 2 — Preliminary/Final Large Scale Site Plan. The ±6.84 acre site is situated on the west side of HM Bowness Road approximately 1,375 feet south of the Franklin Street intersection. There will be four (4) 30,000 square feet; one- story structures on the site consisting of a combined total of 120,000 square feet of industrial/commercial flex space. However, it should be noted that the Ocoee Business Park "Plat" has not yet been formally approved. Lot 2 will be the first lot to be developed under the Ocoee Business Park project. The subject site (lot 2) will have primary access from Ocoee Business Park Parkway, which will terminate at a temporary cul-de-sac. Additionally, a six (6) foot wide sidewalk with landscaping will be provided along the property boundaries to facilitate pedestrian travel. Three (3) sitting areas will also be provided for pedestrian and patron use. The Future Land Use designation for the site is Light Industrial. The property is zoned Restricted Manufacturing and Warehousing (1-1), which permit development and construction of the proposed land use. Therefore, the requested use is consistent with directives of the Comprehensive Plan and the adopted Land Development Code (LDC). DRAFT Planning and Zoning Commission Regular Meeting January 11, 2005 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on December 16, 2004, and reviewed the Preliminary/Final Site Plan. There were minor technical issues to be addressed from the City Attorney and Planning Division that were identified in written staff comments and presented verbally. In addition, the applicant was made aware of the following issues: ➢ A building permit will not be issued until the Ocoee Business Park Phase 1 "Plat" has been properly approved, executed, and recorded. ➢ A building permit can be secured with the understanding that a Certificate of Occupancy (C.O.) will not be issued until all infrastructure of Ocoee Business Park Phase 1 is constructed resulting in an issuance of a Certificate of Completion. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan, subject to the developer making changes specified in the reports and incorporating the request into the proposal as discussed. These changes were made and shown on the plans date stamped "Received January 6, 2005." STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for Ocoee Business Park, as date stamped received by the City on January 6, 2005, subject to the approval, execution, and recording of the Ocoee Business park Phase 1 "Plat." Chairman Golden asked if the berm with trees and shrubs would block the industrial development from Bowness Road. Community Development Director Wagner said there is a 25-foot landscape buffer required as part of the subdivision improvements. Chairman Golden asked if the landscaping and visual buffering should be looked at since this building is the first phase of other development that will be constructed in the area. Mr. Wagner said some of the landscape was shifted to the internal road to soften the area. Member West asked if small businesses would be operating in these buildings. Community Development Director Wagner said the intent is that the uses will be split up into two (2) or three (3) businesses per building such as distribution and trucking businesses. The uses are limited due to limited parking availability. 2 RAFT Planning and Zoning Commission Regular Meeting January 11, 2005 The public hearing was opened. Owner Bruce Gordy stated this is the first phase of a large development and the plan of the first phase is to use the buildings for distribution and service center style businesses, and small businesses uses may come at a later date. The project is family owned and the intent is to maintain ownership of the property. The building will be constructed of tilt -wall construction; no metal buildings will be constructed. Member Morris asked if the intention was to construct a 30,000 square foot building and to build out as the building is leased. Mr. Gordy said it would be a 30,000 square foot shell with construction designed to build three (3) bays. John Kirby, representing Kirby Engineering, stated that there would be room for flexibility to the lessee but parking is a concern. Vice -Chairman McKey inquired about signage provisions for this project. Community Development Director Wagner said there is a Master Signage Package that was approved as part of the subdivision plan. There will be a freestanding general development sign for the whole subdivision and each individual structure is permitted to have one (1) sign to identify each business. A separate permit is required for each sign. Vice -Chairman McKey thanked the developer for adding a bicycle rack on the lot and he asked that the developer substitute Palatka Holly trees for the Crepe Myrtle trees. Community Development Director Wagner said the Crepe Myrtle trees count as under story but more than 50% of Crepe Myrtle trees are not permitted and the other 50% of the under story trees must be hollies or ligustrims. Vice -Chairman McKey said due to the type of structure he would like to see all evergreen trees, which would be Wax Myrtle trees or Palatka Holly in place of the Crepe Myrtle trees. Member Riffe asked what the requirements are for industrial development in terms of fagade. Community Development Director Wagner said the same requirements/standards apply for commercial as well as industrial. He said that only 20% of the building has to be upgraded material. The City does allow metal skin buildings and metal frame buildings but the City of Ocoee Code says that the building cannot look like corrugated metal or typical industrial construction. He further stated that the City has requested that the developer add canopies at the corners of the building to soften the corners and they will try to get more pitch on the roof. Member Riffe asked if this building met all of the elements of the Code. Community Development Director Wagner said this is the best industrial building the City has had DRAFT Planning and Zoning Commission Regular Meeting January 11, 2005 in a long time; normally our industrial buildings are not the most attractive. Member Riffe said that is scary to think that this building is the best that the City has had so far. Community Development Director Wagner stated that there have been numerous meetings to get to this point with the building. Member Riffe inquired if there were parking lot landscaping requirements. Community Development Director Wagner said the landscaping from the parking lot was moved to other parts of the site to allow additional room for the trucks to maneuver. Member Riffe stated there should be landscaping in front where the driveway and curb are located. Community Development Director Wagner said there are some visibility issues with the trucks coming in and out of the site; that is why there is not much landscaping at the entrance. He further stated there would also be under story trees. Chairman Golden asked if there would be a lighted sidewalk along Bowness Road. Mr. Kirby said there would be lighting along Bowness Road and along the arterial roadway. Community Development Director Wagner said that these are public streets and Florida Power (Progress Energy) will provide the lighting. He said as part of this project the developer would be constructing a right and left turn lane on Bowness Road. Chairman Golden said that he, as well as Vice -Chairman McKey, would like to see evergreen trees along the eastern side of the building instead of the Crepe Myrtle trees. He asked if the trees along the brim were large shade trees. Mr. Kirby said there is extensive landscaping but he does not know the specific types of specimens. Community Development Director Wagner stated the minimum requirements are two (2) canopy trees and four (4) under story trees per 100 lineal feet. Member West asked if there would be cross -access to the industrial property to the south. Community Development Director Wagner said the master plan for this project does not extend that far but the plan does show a stubbed street to the south and there is a loop road within the subdivision itself. Member Riffe asked what "elements" this building meets referencing the wall facing Bowness Road. Community Development Director Wagner said the City does not have specific element requirements but this building could have been 80% metal. John Kirby stated that there are no industrial buildings in Ocoee that look as nice as this building will look once completed. Member Riffe said the wall along Bowness Road is just a blank wall without any windows or doors. She further stated that many municipalities require industrial buildings that front public streets have a certain amount of transparency. Community Development Director Wagner said that when the City deals with retail buildings the Community Development Department goes to greater 4 DRAFT Planning and Zoning Commission Regular Meeting January 11, 2005 lengths to insure that the developer designs the buildings more appropriately. He further stated that the new high school is mostly tilt wall with very little detail. Member Riffe said that the City should not get into financial issues with developers and she is not concerned with any costs that the developer may incur. Member West asked Member Riffe what she would like to see because all the board has heard is what she doesn't want to see. Member Riffe said she would like to see architecture embellishments along the road and the board should take a field trip because there are other places that have high standards for industrial buildings. John Kirby stated that this building exceeds the City of Orlando building codes for whatever that is worth. Member Riffe responded by stating "not much". She further stated that the City does not go over and above the Code; we only meet the bottom minimum of the Code. Vice -Chairman McKey said the developer is attempting to soften and enhance the surface. Chairman Golden said that Staff is satisfied that the building is visually buffered. The public hearing was closed. Vice -Chairman McKev. seconded by Member West, moved to recommend approval of the Prelim inarv/Final Large Scale Site Plan for Ocoee Business Park, Phase 1, Lot 2, as date stamped received by the Citv on January 6, 2005. subiect to the approval, execution, and recording of the Ocoee Business Park Phase 1 "Plat" and with the condition that the crepe mvrtle trees along Bowness Road are substituted with evergreen, magnolia, and Palatka holly trees. Chairman Golden requested a new wall size Zoning Map and Community Development Director Wagner asked the board members to stop in or call and they could get an updated map. Community Development Director Wagner announced the following: ➢ Northwest Sector Study Meeting on Monday, January 24, in the Commission Chambers at 6:30 p.m. ➢ First reading of the Impact Fee Ordinances on Tuesday, January 18, during the regular City Commission Meeting. ➢ First meeting with Orange County regarding the CRA along Hwy 50 will be held on Thursday. ➢ Old Time Pottery on Hwy 50 has opened and the shopping center has been renovated. OR.AFT Planning and Zoning Commission Regular Meeting January 11, 2005 ➢ There has been a DRI in Winter Garden and in across the border in Lake County that could affect residents in Ocoee and affect Hwy 50. ADJOURNMENT The meeting adjourned at 7:59 p.m. Attest: APPROVED: Brenda Brasher, Deputy City Clerk James Golden, Chairman 0 ITEM NUMBER IV. A PUBLIC HEARING Villas at Woodsmere Preliminary/Final Large Scale Site Plan _; I-r__ . Mayor S. Scott Vandergrift Citv Manaeer Jim Gleason STAFF REPORT DATE: January 28, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: Planning and Zoning Commission FROM: Thomas Grimms, AICP, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Villas at Woodsmere Preliminary / Final Subdivision Plan / Site Plan Project # LS-2004-024 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary / Final Subdivision Plan and Site Plan for the Villas at Woodsmere? BACKGROUND: The Villas at Woodsmere townhouse development is located on the west side of Good Homes Road, just north of SR 50 and the Good Homes Plaza. The property has a Professional Offices and Services Future Land Use designation in the Comprehensive Plan and is zoned P-S. The northern edge of the subject property abuts part of the Rose Hill subdivision in Orange County. The southern edge and western edges of the subject property abut the Good Homes Plaza shopping center and an existing retention pond. This site is covered with planted pines and a mixture of oak trees and other varieties of trees scattered around the property. On March 16, 2004, the City Commission approved the Conceptual Plan for the Villas of Woodsmere. Condition of Approval # 2 of that approval stipulated that a Preliminary Subdivision Plan for the project be submitted within 90 days of the City Commission action unless the Commission grants an extension (per Article IV, Section 4-6 A.(4)(e) 3. City Code). In a June 7, 2004 letter, the developer requested a 90-day extension for the Conceptual Plan approval in order to complete the Preliminary Subdivision Plan. Staff supported the extension. At the January 4, 2005 meeting, the City Commission under its consent agenda, voted to grant an extension of approval of the Conceptual Plan with the stipulation that a Preliminary Subdivision Plan for the project be submitted within 90 days. The plan provided met that condition. Planning and Zoning Commission January 28, 2005 Page 2 of 2 DISCUSSION: The Villas at Woodsmere subdivision includes 64 townhouse lots on about 6.4 acres. As shown in the Plan, there is an existing 7' brick wall along the entire southern boundary of the site. The Developer will construct a new 7' brick wall along the entire northern and western boundaries of the site to buffer the townhouse development from the existing Rose Hill subdivision. Turn lanes on Good Homes Road will also be provided. The Land Development Code requires a minimum living area of 1,200 square feet per unit for townhouses, which has been exceeded in this Conceptual Plan (the plan shows an minimum 1,500 square feet). The only waiver requested and granted by the City Commission on March 16, 2004 was from the maximum cul-de-sac length of 800 feet, due to the unique constraints of limited access and the shape of the subject property. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC), on January 26, 2005, reviewed the proposed Villas at Woodsmere development and a number of issues were discussed. The DRC voted to recommend approval of the Preliminary / Final Subdivision Plans and Site Plan, provided the developer incorporates the changes discussed during the DRC meeting into a revised set of Preliminary / Final Subdivision Plans and Site Plan, prior to the Planning and Zoning commission meeting. Most of the changes have been incorporated per the DRC direction, but with the following still pending: ■ The road into the project will be a private road but not gated and will not be set up for gating in the future. The developer must put a definitive note in the plans indicating as such. ■ It was agreed that there would be an increase in spacing between units 53-60 with enhanced landscaping and utilize special shift units to allow for more space. ■ The developer will review the need to install sidewalks along the townhouse units along the access roads, that is along units 53-60, 37-42, and 61-64. ■ There will be raised curbs along each side of the internal road where there are not a series of driveways. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary and Final Subdivision Plans and Site Plan for the Villas at Woodsmere, as date stamped received by the City on February 4, 2005 provided the above four changes be made before presentation of Preliminary and Final Subdivision Plan and Site Plan to the City Commission. Attachments: Location Map Future Land Use Map Zoning Map Villas at Woodsmere Conceptual Plan, date stamped February 4, 2005 O:\Staff Reports\2005\SR05006_TG_VillasAtWoodsmere_P&Z.doc LAKE LOTTA .......... Villas at Woodsmere Location Map Sim M■iF:�«��;r�rt,��i��i ISBN KE SHERWOOG -F= HERWOOG —_ exST WEST LAKE SH�OG I inch equals 600 feet 200100 0 200 400 600 Feet —A = Printed: January, 2005 DSubject Property Unincorporated Territory and Other Municipalities Low Density Residential Medium Density Residential High Density Residential -W1 Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies Villas at Woodsmere Surrounding Future Land Use Map LAKE LOOTA Y 5 Issued for: Review • Date Issued: October 8, Zoe The Villas at Woodsmere Latest Issue: February 3, Zoos Preliminary/Final Plan No® Drawing Title Latest Issue C001 Cover Sheet 02/03/05 C002 Preliminary Site Plan 10/08/04 C002A Preliminary Subdivision Plan 02/03/05 C003 Legend and General Notes 02/03/05 C004 Existing Conditions/ Boundary and Topographical Survey 10/08/04 C005 SW -PPP Site Map 02/01/05 C006 SW -PPP Erosion & Sedimentation Control Details 02/01/05 C007 ec n Typical Roadway Section do & KeyMap p 2 0/01/05 C008 Off -Site Improvements - Good Homes Road 02/01/05 C100 Layout and Materials Plan 02/03/05 C200 Grading & Drainage plan 02/03/05 C201 Pond Sections 02/01/05 C202 Aerial Overlay 10/08/04 C300 Plan & Profile - Aloha Court 02/01/05 C301 Plan & Profile - Aloha Court 02/01/05 C400 Utility Plan 02/0l/05 C500 Site Details 10/08/04 C600 Drainage Details 10/08/04 C601 Drainage Details 10/08/04 C700 Water Details 02/03/05 C800 Sanitary Sewer Details 10/08/04 X100 Conditions of Approval 02/01/05 Reference Drawings L100-101 Hardscape/Lighting Plan 02/01/05 L102-103 Landscape Plan 02/01/05 L104 Irrigation Plan 02/01/05 Ocoee, r: 1 i Map Quest Site Location Map r�lorida T0 2000 4000 Feet Development Team: Engineer/Surveyor/Environmental: Wanasse Hangen Brustlin, Inc. 135, West Central Blvd. Suite 800 Orlando, FL 32801 (407) 839-4006 i Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407 839 4006 TM 407 839 4008 EB-3932 Owner: H. Scott Gold, Trustee 860 N. State Road 434, Ste. 7 Altamonte Springs, FL 32714 Applicant: Baypointe Homes Corporation 20751 State Road 520 Orlando, FL 32833 (407) 568.586 8 Geotechnical Engineer: Universal Engineering Sciences, Inc. 3532 Maggie Boulevard Orlando, FL. 32811 (407) 423-0509 Landscape Architecture: Aloha Pacifica, LLC 238 Park Avenue North Winter Park, FL 32789 (407) 691-0002 Joseph F. Kolb, RE. --=P-E 4;-1964 Utility Service Provider Water/Wasterwater: City of Ocoee 1800 A.D. Mims Road Ocoee, FL (407) 905-3100 Telephone: BellSouth 500 N. Orange Ave, Ste. 360 Orlando, FL 32801 (407) 237-3080 Gas: Lake Apoka Natural Gas 1320 S. Vineland Road Winter Garden, FL 34777 (407) 656-2734 Electric: Progress Energy 425 E. Crown Point Road Winter Garden, FL 34787 (407)905-3303 Cable: Bright House Network 844 Maguire Road Ocoee, FL 34761 (407) 532-8509 P:\60933.01\cod\ld\Planset\60933 PSP.dwg I III 4 ( ,-;! 11 I-11 I_._ _-1. f Iti; i t'z`r Jf,, 1 . I ),: i I I-' i I ;, Ir I -, ' f ' a i ( I -tom! b e.,`- P ,.y :•1 . I -_" g yy .: --_1.. 1 / 4 J.' .....4,...,,.., lu .. R 3 # 1w€ ... 4 -------- _ i € :, 0 o Q, _-------- --- 0% - --- i = - I" t I II � ___ @ 2 J . : , � Z__ - - ----- ----,-- __ ___2,_ , I 11� . . .0 ig � .. �,, r� I. /:UM,�_r�� ; ,� I -1.. f, Or .It - ,V-±" ---'I L 7,. _ `II - J� - - ---- .. � # I - j � '., .1l ,_-,,",J-- `��,, ,' �, I�i�1�,;i,;l � _ ` 3 iII.. :-. :t,��, , �,1i1II-"i, :YiiI.i :: — I;; VR_ *--II m - _0M. _J= �.I: 9=fiT=. I � ,. -,,�;��,j /-�`;,l �I_I11 i�! Vie-1 I 11 _, , ` i 4 ; ry I l x ,,•( I— ) f-41 I POSE { ,, tt i i i ti, } P .,,,'w'"L }•IIIU- - r'3.'t,=.�E lii;..e.. /. t,,; Z i ` ri R.,i ? "t 6,, 1,�, � EXISTING SIDEWALK I i W i_�_;1_. _1 m„-,.,-.,..,., , k 1 PLAT E300K l t �- ELEVATION PLAN ASPHALT %, :,z zs? ?o I., O w I ~ �y N.T.S. PAVEMENT -.• ! W i''} t } 1 \ = 3 _ `. ZONING: R-1 A I� EXISTING Lr,) WW I ; i -7 �.,' - I a , b � f°',`_ 1 3 12 I i `fir � ,_ m, BRICK WALL I - . I = _-z ` i Wp � , %,ti R ,._„�,?i•,... `�. J ,- ,._._ TO REMAIN 'I- �: �''s ` � "�,`•�f � _ 3 FT TRANSITION °�'-_ 5' LANDSCAPE b k`c , I'`<ll,I 0_ u LC : -I "I i 6' EXISTING WOOD FENCE / -- -'; I NEW WALL ^ = TO BE REMOVED WHEN NEW EASEMENT! '` �f 4_- : -<. ._.,.,",___ .,,. ,._.._,,,.... :E;+ ;. ` TO TYPE D CURB m n/' , _` t `''�,. TYp) -- ----..Y... SEE FOR DETAILS BOUNDARY WALL IS INSTALLED ,. -'�' ,/;i '�_. # FROM FLUSH CURB 11 f RAM ,.t .,,.�,.. -. \ .. .. ,- �' --.emu- :r,- ---- �:�,:-�- - .. _ .. . - ,. _ - - _, _ .. ,O, '4 t LL...,._ TYP ) .—... _ - �r �PROPERTY —v. ...—� , _ :E—. - �` >_ u,t6'}'^'!1C- r, ti T }!i €`.t.,. ..„t-t,3i_Istt..�• t l',�€"t ,w.tfv�_ tiG sr.>.it\,.t,a , -,- ,. - - ,,.'.0 A >>i . ro ,r to UT I �o io COMMUNITY ;=>kr,�:a � :;:; ;� �`'*r. ' ,.<._, < . , < < ,> „» _y s r, _ _ I I � TYPE D CURB 1 1 1 1 18' 1 18 18' N LAN g,f1 ARE N. TR CT k <.9a ICq _., - _._ .......< _. , BOOK �. $ :w: ,L,i I 1 „=y--•,;,i' , ,,, __ __ __ __ _ 8� - �_ __ _ _ _ �S_—.1 �_ _1�' 16' 18' 18' 18, ..'-18' 18' 18 18, 18' 18, 18, WILL NOT �- r. _,,__-----,>,.„_„ ,_ -u:»,. _.,.,�,., ,.-,._.".,<:<, >.�«„^",,,,>_ .>.».,v,<,__ _._."._.,......,� j TR/�t 1 1 « 1 a- 18' _ 18' 18' _ 18' _ 18' 18' 18' TRACT 1 BE GATED. _-,;, tI `: L=37.16' n n rIl r� n n n n i {. � n ; n 1'1 ntn n n n _Q�E� n r n n n n FDOT TYPE "F" EMPHA AL Y ALOHA j r € R=45.20';' N s BLDG 8 BLDG 10 CURB &GUTTER "" .) - - A 1 '� ' 8 I / n n n rl n # rl $"` BLDG 11 i.<< � '" `: ��>:, —� ,,., . 04' CRO S TYP. } VENUE 9 ( ) - A f 'tom itu - ;'� t 1=1 BLDG 9 r` in ;� '� ,k ` - i ..BLDG 7` n N :_-,_...,.., _ ..<,_,,,...__.,__.._:_„„ £ 33 = -867 to d rn rn � a) 9�� . � I r i , ,:O t ry C~ - 7.. x I o c Ki O IO o TRA T 1 h I C _ .-.. . # I I1 1 R=10:OD-L "' ;LANDSCAI?jNi :; w ,.,_. 0 o f o cG in in in in in in in in in in in co rn Q / O � i e t•,a-°> 1 I-' '.`-.-< �`-• rn omi rn omi vmi omi rn rn ��""rn `•'yr i .- .- rn rn rn rn rn W rn rn rn rn rn rn rn R2-1 /� O• ' f-, ,'7 `.g ; ;,:. , ARE9.:, _ , '.`(', ` :`:.'%" 1 3 9 2 7 26- - ,°;� : �`�r� 9 ' r. 32 3 0 2 8 2 I �25 1 in 1n ;ri 3 i� i� �'�b' " fP � ,��f ; `��I oo _ `' ;= ?r • ,: r, s:r .'. I I I I I ( ►- 16 3 15 14 13 12 I 11 I 10 19 8 I 7 I 6 I 5 4 I 3 I 2 134 X'..• f R o -4 .r `� � .r � 1= - - - I riak;,. fir.:^2 Y^Q —• -t C� 18 17 :/' 0 19• R =`+k � 3.' 4 23 22 21 2 I 3' CU B tK 2 t TYP "F �R : 1- Mi ri Ki ri e�i ri E _ ,,R1�. .`ti'. SY,i". ° 9 _ 1 I I �f a.: vas { :, .;,,,,,,,,,, ,;,, \ .:,.>..,.�/="tea x: ro ¢ of Q QI o QI o) QI o , ¢ - 1` IiZ J Q . ;.f'". r" T CURB & { a, I TRANSITIO '., Y°Y �� 1 ;_ 1 [ vY'le �:, 1' , i`4' h. F 20' R Y ''N - - i GUTTER - ram► t 'y: ;r 1 � 3 �1 TI TI s } i _. , MIN MIN .-,:• i � TIP• RI O'% i XI TING BRICK i E S , - •a ) • r`t -. 1' - Ia I E. u�' 1 R AIN' Y `:I 1 WALL TO EM 102j #' = I _r'"_ `�� _ - r Y _�i LEFT TURN r G 3= ! - - eI _ :z 3 - i f 1 - -> - 0 X'f ro i ,:s, aF. z �i . `s - 4 I s A ^ ; - - 10 .- yti _ 36 OGi - �'- - e o. - I �` -44Lh' E s u°• N I t r „r x;- ' k h' -' y — - _ �2 t% I / - 1 _ I 3 _ J I yy `: \ � i A T 1 �' vJ•_ - ,. C �" - j( 'A R - 3 [� .' f — WI FLUSH' 2' DE YhA PHA T L iS L ic :- -3tl0 N - :�`� `L R i'i RWLIE,; gyp', A- , S • �' 6:2 t. T .Iy•9 - - �IjI '. F� �', t 15' 9!�R' iL0 COUR o x 4 10' 6 N R L RIBBO CU B'� AY 1 6 ;� RIVEW I ;` ,..�. • 4 D 2 1 f 3' 3 4 :r' # 6 p a !.. ti' _ _ _ x 4 1� i I — R- € , ` ts< o- - I - " ". - 2 �. 100' 6' � •0 - 1 ;x,:. ( ) z. _ :o rt ;PRIVATE RIGHT OF -WA o __ _ _ E 0 2 R '�Y.�e Y. 0' �� 4+ I. 8 Gs V k a BLD , ✓ :. F r .h': ,• - 4 - 3• f. c �. - - t` 4 0' L , s' F 5 � ti . ((''�� f �`�. %� ,:fir'::. E.�``�., 55:5 _ 'i R ,it— :.1 t�'y `' 1'- I Jt i 1 , .._ ,�I..r- < 7 - R� _ `� TRACT 2 3 - . _ 0 �� a - 3 I $ �� e - 0 i I ZONING: I - 0 2 ',. - -7 2• � j'- . 0 r - 0' �r R I. I r a- • - . . _,.:., t.: �- - --r.. 100 M.. _,,,,.„ - -, x, N ... , ., %' 0 e II III IIIIIIIIIIIII I� - _ _ — ( t.. Y •,` w. €' P D I . — • 11 . - - --- - -... •.. .ACT 2V ..3 i'jJ", • € 9 ( m,`. - - f _. _ 5' WIDE ? i / " �i h`:t + I i _ D 7 i EW tir , S D ALK ':'}'irfi;Nsk'rA v,:,. I-�;^y:? PuJ ";:'. ;-,W ag!`-^: :<.,. I i; 4 -. r z, .. .r } A 100' _ i "�i N i 20' � � I I - TYP. r ( err- _ T1 TY Y // 20 U U - l - P IA _ _ S r- i' r d; 1 ,� - TRA T 1 a ;'f - - a as L .EASEMENT '''' J`° ' /p5 "rs.. I > j I " : I-1-° +:- r, { - 24' MINA ,T' S . 0 > I I' ,= I oo _ .,: A ALT N - _ - 95 - jr q • r' U it , .i, �J2-- 95' f ,J I a 4o jt I _ - SPHALF LDG 2 'I'p RY RETENTION I I 95' D IAI � ( I I 20' 1 ¢ in ro ;-: DRIVE B ao 00 �',' I,I G G: 100' _ o " •rn in in in -n inl 54 _ 62 - TRACT 3 POND I`, ,II KI,_ _ o_ ;n I ;n I ;n I In 20 I ( ( I I ` 59 ►- !I _,3 I w a+- rn rn rn rn MIN rn rn rn rn rn rn :, - �,...95' , ' - -CONCR,�T� 95 E 95' I n: / r (` x j 41 - 43 44 45 46 47 48 49 50 51 52 _.-,,,._:.> _:o, G{ BRICK 4'OLUMNS 14 F a -.-- , , j Un! vt1 H P y 1 'I - co - I ..,�-w ' <�c. - WITH BLrhCK ` ,.,` i �� 100' AC BLDG 3 55 s x* _ 63 y-_ -_ ' is I { ! - BLDG 4 TRACT 1 i 95' A _ :�� • 5895 24' ;i vr9 p ALUM. FENCE ;. BLDG 5 95 SPHAL < { € P 1 f d - 42 - I i:''_ f, - co C La oT 64 8 I L.. .. % I 1 ? 1` � 100' -- U IJ LJ u U d rJ_u 56 a ? _ _ 57 - _ - _ I ` o °k ,` 1 R' 1 R' 1 R' 1 i 95' I - : _ 95' 95' `" .. = ,- / , ;' d ` "''; f , _ r — _ / r' ic' izt 4.Pe ✓t — ^ = R ,_ N , a s �5 WIDE WITC'-- // �.. wt,ir f: I s.l; `,' ca �'y` '•. ,, <. i !^ a , �' 9 ,�: �.d e / TRACT 1: M In � e ' { i`c i� ,r°:- q a .— - L - � I' TRACT 1 N N - LANDSCAPING_ AREA " TRACT SIDEWAL_" .. -- ... ... �•,,,/ a_ ��j�` ;-"p' } + � ; :,7,d 4Ci�,vKi3 s„tiF�2,a{ :'a ( C=f1:aa_,., , �,,,,, , a i-<„ 1 - - i :r ,} m _{' t 'i fi lk ° r 'f' < � . <_ .;:!,' - m --r s FUTURE RELOCATED' <L, ,`' ` 4'4 1 � f'I _.._. ..,�<....,. -",-,- -,,,, ,.:<� _ ,: _ �,.__ -_.-. >.».�,h �%, ,c..._.-,,.N,,,,, .,...,." ,..<.°.<, .,..,._ .$.,_ :, ., �,a � -.� �- err .,x><,K> ____ --- --- .--,- —_ — Mom. .°__ _>„_ —_ — .-,.-,,, _...,,,- ,.,_.... ,...,.._ <.,-_ ,., . -> w, _ __.,_. -.... _,._ ,.a.,-, _ _ ::: �N✓ i� .-..- _ ✓' RIGHT OF WAY I. EXISTING "ti `" i +, /` x.•` a 'm_ � .,.,,.. M_, _,,,-.'_ __ _ ", -..._ ,. <..,,_ , -,_,_ BRICK WALL _-,. -" 1 j 11, IT , j "' TO REMAIN ZONING: "C-2 =i : r-` Jer "'-� "..-."".` �li'.`E'F. wry ,a4 i'.,,,,'y° I ff `,- ✓ `�*,,,,,.,,w,0,00' �'.=aS..�„sEN', Ch3`Fk ("'A..,_ c i ,�''` js ;�;i`�]4�'�'S I<51,JOK 4'1?", P�>GES LD C i,,;'Sk i=."' I ^i:, P, r �a } kj" ,rz' ..+'' J Ig k"' , 1'ii.•':_ v'�I.�ii.'&'':<„z ,.r;::..F',> ;�. ",i..1 f i?t t - �yj 115 41 � € 1..� i d / �i;0} I l i i . Ii ri ww I i la �ii77.; t-j i l gfi E, [� j°fll><.t.. Ywf''+6`:6tJi. o , �'}S ar t'E Hftl G Y'�Vl. - '' _'-, -,•OCISI� € i Lt "- ,., , rF.iil�iC'...,.\ _ i � 1 F i i Y''I.- "ri l ;1,�4 iiiKi. t'3 p j�,"'�'�,',7 _ "'j-' s tt(� ' '.� t3 M , '..V .I��. Ir "R; 1 x , �._° I _ ;, j� i i I I ' 49 I 1 j l 'iI I I 1 ;I ; J d i C t I ; s I i I I LEGEND: PROJECT TEAM: SURVEY INFORMATION: G >7, - a. r tuft:: '';'i'. -' i ` :. r x' `• 1;: ti. '4', -, ;h, ,,, ,; iyi` ,C�� ,." of `-`2,, 1 �+ 1' :tal. I; :. �:a`:!, r.'if!; . ......, . .. • 5,fi:i ` ;ji �1 "l : b: _: ,',,: y .......... ,„ F_ 6f: x» 1, T �'i l tl' `t�S.'' '.U:� xl ,i.. 't:. C 1, Y :_L . - '+`i %1, a'N.ii2F•4`+ ,'.v,',r;1H3,; ''%t, "', ,,.l ii,;,.dt..:ry': ;:.4:',i - ;" <;;; si. :a, t . ,-i il,. . . : tl (< ' � ' Fi':` e Sit e,j.. ' ,.,? 'J 't�,'V e't,w. wTi.. 4.:: =' 1 <W. 9 .,:_ ; " `` «. I 5.:: w, uw 1:, " 1'` I. _. '. ,a 3. !h t t,x,n' Ni `r v,_ I'; r `r.' ,:` '3'�,,.v.::,: it 1"i:`' rw. � I.S D ': .nt , I I . e ,s"i '. i . ya:a;:� T;t' ;, :,,_ I' , . Ia' i, ..,, .. �:`. , � r 'k'`'': : ,"::*I 'ti ' 1!'l A, ,.: :Y A — 4, :,�:' '��', +Ir`; _,': .. :::, f . ' ,g '.. y. liy } ` P 'I ''i:. 5-': _ .'# '`. ::,:,;,: F:::" , '.i. .: ;?'AI ., .. ^.,, ... .., 1:: ,y},� .. . ,.. , W , :::j LOCATION MAP VILLAS AT WOODSMERE 1 "=3000' >t j Li;'1;',)�' E f-,i r ,�i,':r't' lsu,,;`'# 1. .__._..-.r f � _ t IL I ... t-J ( __i'� .,L• i T'€ T 1 S, iR i i- � -~ i " � i - )i ii.-Uz,i ,;; �LEJ i-i..-G.. iw' !✓i-: i . r t S4 . �y _ �•e..01� J,LP�G i 4. P, _i HIL: S�rA? [. ✓t k . }. • i.l .b-:..;.^.:SYJGYL"t't".JF29t1';£xtE'.t'd,'.Y'.jSNi�l,:'i?a^_<hif.-•.,,�1L\V �. .rt 2 F�'^4\N•l1_ i�i5!EeC:,�;'.V.S.tti:'x`t ,>�'':, N',�,,,. •. I�(1.:t,1 :Ki:'': i#i' •,:t, (�;+,�f?-,39,.,',„ ..FV,,4~, a :,,'';; r i rr �V r'' ;1 -'ll''(:1:: f, Py ,,,- 1, �:, t` - �::,:,.:' : •r'i"'i:5i:�1:`' 'j:i'=fit-, 4•t-�:T t Site I ,r. �'.t'. � x..ti x: + ;'.5s t53�� s tl?=:_ riat` _z - :..z:ni - �j: ':' 44 - !1>"C:i.G;r.R't:�,'Stiy . 1'• _ ,u., 1�1 I. - 1':Set -,1 �r il,�:'a. ei- ,, v'C`'f„,,. �• ! �.�y .. f f a I`t ,'' - u I ;471. I _ J � �', ft.i 4' S• �_;. -_ , ' c 's ZONE X — AREA OUTSIDE THE 500—YR FLOODPLAIN ZONE A — NO BASE FLOOD ELEVATION DETERMINED FIRM PANEL #12095CO220E ORANGE COUNTY, FL - 12/2000 N.T.S. 4 - CANDLER FINE SAND - TYPE A 6 —CANDLER APOPKA FINE SAND —TYPE A USDA SOIL CONSERVATION SERVICE SOIL SURVEY OF ORANGE COUNTY, FL — 1989 N.T.S. PROJE ►1 NAM: VILLAS AT WOODSMERE GROSS SITE AREA: 278,292 SF OR 6.38 AC xvua iij.40 PROPERTY LAND USE: VACANT LAND — 6.4 ACRES EMSMO VE WATION: CULTIVATED PINE PROPOSED PROPERTY LAND USE: MULTI —FAMILY COMMUNITY E aSTIl G TOMM.- P—S P Tn= LAND UM. PROFESSIONAL OFFICES ��/ AND �* SERVIICEEESS■ BURDIN BECIM 35 FT MilhiahffM EUHDINV V VVEMIE ALLOWED: 5PROPOSED: 4 I / 0 OSED 2 96 PAR�TGi;RBQUIlt� 2.25 SPACES/ UNIT * 64 UNITS=144 SPACES PROPERTY OWNER H. SCOTT GOLD, TRUSTEE 860 N. STATE ROAD 434, STE 7 ALTAMONTE SPRINGS, FL 32714 APPLICANT / DEVEWIM BAYPOINTE HOMES CORPORATION 20751 STATE ROAD 520 ORLANDO, FLORIDA 32833 PH: (407) 568.5868 VNANNASSE,, HAN•GEN, BRUSTLIN, INC. 135 W. CENTRAL BLVD., SUITE 800 ORLANDO, FL 32801 PH: 407 839-4006 SURVMR(S): VANASSE, HANGEN, BRUSTLIN, INC. 135 W. CENTRAL BLVD., SUITE 800 0R FL 32801 ORLANDO, PH: 407 839-4006 AR.�jLtx.Y: MORALES—KEESE DESIGN ARCHITECTS 945 S. ORANGE BLOSSOM TRAIL APOPKA, FL 32703 PH: (407) 880-2333 RI ti 64 DRIVEWAY SPACES LANDSCAP'B ARCEIITB�CI . 14 SURFACE PARKING ALOHA PACIFlCA LLC 2 HANDICAP PARKING 1817 BRIARCLIFF RD. 1441 SPACES WINTER PARK Ft. 32792 A UIIt� - OEN SP � RSQ PH: (407) 691 0002 F R N AREA — 1. 1 ACRES 341 0 G OSS LAD 9 OPEN SPAM PROVIDED I I Tt'E AMOUNT BUFFERS i, 5 5 675 SF COMMON AREA/ RECREATIONAL 96.674 SF WAIVER MUM THE APPLICANT RESPECTFULLY REQUEST A WAIVER TO ARTICLE VI, SECTION 6-3 ROADWAY DESIGN STANDARDS, K CUL—DE—SACS, INCREASING THE MAXIMUM LENGTH FROM EIGHT HUNDRED (800) FEET TO APPROXIMATELY 1,125 FEET. THE PURPOSE OF THIS WAIVER IS TO COMPLY WITH THE APPROVED CONCEPTUAL PLAN ON MARCH 16, 2004 AND EXTENDED ON JANUARY 4, 2005. LEGAL DES 4.&a,rc L&ON: THE NORTH 270.00 FEET OF THE SOUTH 1/2 OF LOTS 41 AND 42 LESS THE NORTH 270.00 FEET OF THE SOUTH 1/2 OF THE WEST 241.995 FEET OF LOT 42, ROSEHILL GROVES AS RECORDED IN PLAT BOOK H. PAGE 146 OF THE PUBLIC RECORDS OF ORANGE COUNTY,'FLORIDA LESS THE EAST FIVE (5) FEET OF LOT 41 FOR RIGHT —OF WAY. i 50 0 50 100 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transpprtation Land Development Environmental Services 135 W, Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 signs. mmlwy M.U.T.C.D. Specification Desc. Number Width Height g t SPEED R2-1 24" 30" LIMIT 20 R1-1 30" 30" STOP No. Revision Date Appvd. Designed by RC I Drawn by SG I Checked by JK CAD checked by MT Approved by RC Scale 1,1-=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Preliminary/ Final Site Plan a Drawing Number Sheet of /, F. Kolb, P.E, Project Number #41964 60933.01 60933 PSP.dwg P: \60933.01 \cad\Id\Plonset\60933-OVR-PSP.dwg 0 i z , 4 cti 5 L,J ' n- (n ;Ory g , 'u, LJ _ g I ZONING: R-1 A g r w I— s t,.Y 'i 5k 4i =F M PROPERTY w 5` LANDSCAPE 1rf m 6OUNDARY EASEMENT A'`° i I 6 WOOD FENCE < 1`.�., 18' 18' _ 18' _ 18' _ 18' _ 18' _ 18' _ 18' # 18' 18' 18' 18' _ 18' 18' 18' _ 18' 18' _ 18' 18' _ 18' 18' 18` 18' 18' 0.2 N ,a�Fw— TRASCT f j TRACT 1 18' 18' 18' 18' 18' 18' 18' 18" TRACT 1 L=37.16' ALOHA R=45.20' BLDG 8 tf ss.62' a BLDG 10 BLDG 11< BLDG 7 33 BLDG 9 ^ �` L=7.86' / co d r%� rn rn rn `n 103.13'— R=10.00'q ci rn rn rn rn rn rn rn rn rn o 0 o (6 in in in in in in in in in in in 6 ai o —� 32 31 30 29 28 27 26 25 r TRACT 1 0 rn rn a) rn rn rn rn rn rn rn rn rn rn a) I+E tee. F°) M 34 I I I I I I I I I I- o d d r d 16 15 14 1 13 1 12 1 11 1 10 I 9 I L_ I 8 1 7 1 6 1 5 1 4 1 3 1 2 1 / U 24 • 23 22 21 20 19 18 ,.� 17 1 U a 105. 7 I I I 1 I I I I I¢ ,�I M M I I I I I I I I 1 1 I 1 I 1 k — CD of of 01 — of of of of I I < 00 35 I I I I I —I —I e I 102. 00 • - 36 F s 105.44' TRACT 1 �_ f E 100' _ _. \ �-- - - - - - - - — — — �—�-� L� _ - - - - - ALOHA COURT - I ` O BLDG 6 37 \ - - - - - - (PRIVATERIGHT-OF-WAIF' _ _ _-� TRACT 2 z 100' TRACT 2— bo 38 00I .... ..n 100_ 20' NOW �'0"�11u I r ' 20' UTILITY UJ ¢ 3 UTILITY 95' Fo�F�F�T TRACT 1 00 39 95' 95' EASEMENT 1 ~ C I EASEMENT — — — — — — ¢ 100_ — r 53 00 °�° 61 BLDG 1 v d J— — �° -- °,° 40 95' 6095, o P � I I I I I I 1 1 1 I I I 95 a c� Y in oo BLDG 2 I I 100_ — 01 �1 �I 01 LoI �I LoI in1 in! inI L0I .01 54 59 r 00 62 TRACT 3 s rn rn rn rn rn rn rn rn rn rn I I - 41 43 44 45 46 47 48 49 50 51 52 95' — I — 95' 95 100_ TRACT 1 00 BLDG 58 00 'OD 63 1 i — 3 55 Ii1 42 BLDG 5 BLDG 4 TRACT 1 I 95' — — 95' 95' ip j 100_ _ j 56 57 ao 64 " 'a f 18" 18" 18' 18' 18' - 18" 18` 18' 18' 18' 3 95' — ( — 95' 4 95 — — TRACT 1 t _ TRACT 1 TRACT 1 i , a• ZONING: �C-2 TRACT DESCRIPTION OWNER/MAINTENANCE ENTITY ..<° .wlOFFICIAL 1 ACCESS, OPEN SPACE, �k V--- >� 5t (_ � BUFFERS WOODSMERE HOME OWNERS ASSOCIATION „ GOOD Y F., D �..2 i,r 1MI E Sp``,„ P %„f-.'iG f- 'r'. F A R NE'P f,-.1f- " i% g 2 PRIVATE RIGHT—OF—WAY WOODSMERE HOME OWNERS ASSOCIATION k• 3 BOOK 27, ...Ff A 0 / {` 3 STORMWATER FACILITY WOODSMERE HOME OWNERS ASSOCIATION q LOT I 4 FUTURE PUBLIC RIGHT—OF—WAY CITY OF OCEE/ WHOA 5 FUTURE PUBLIC RIGHT—OF—WAY CITY OF OCEE/ WHOA ROSE > ' f ,v,. t. 3 �x i, , , 4'e�. SE z'i,L.L iar:i :pru..x a t 4 d: i BOOK § i � LM'e � C4� a LOT �� it ; � .. -„ �, , I 1 I { I `{F f j § F k 3 F , I 1 40 0 40 80 e I tj 1 SCALE IN FEET i k t C'; CT 3 i i ROSE ? 9T 90 FF.7:w xP PIGIE i tit' I 0; AVENUE Vanasse Hangen .Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801-2746 407 839 4006 • FAX 407 839 4008 EB-3932 No. Revision Dote Appvd. Designed by RC (Drawn by LL (Checked by JK CAD checked by Approved by Scale 1= 40' Dote October 8, 2004 Project Title Th6 Villas at Woodsmere Prelin*ary Subdivison Plan Ocoee, Florida Issued for Not Approved for Construction Drawing Title Overall Preliminary/ Final Subdivision Plan Drawing Number U002A /D/a Sheet of Joseph F. Kolb, P.E. Project Number PE #41964 60933.01 P:\60933.01\cad\ld\Planset\60933 LG-GN.dwg Exist. Prop. PROPERTY LINE PROJECT LIMIT LINE RIGHT-OF-WAY/PROPERTY LINE EASEMENT BUILDING SETBACK } :20 10+00 BASELINE CONSTRUCTION LAYOUT ZONING LINE TOWN LINE DL__. 97, NDZ 200'RA LIMIT OF DISTURBANCE WETLAND LINE WITH FLAG FLOODPLAIN BORDERING LAND SUBJECT TO FLOODING WETLAND BUFFER ZONE NO DISTURB ZONE 200' RIVERFRONT AREA _... ........... - - - - - GRAVEL ROAD =```F' - EDGE OF PAVEMENT CONCRETE CURB CURB AND GUTTER - SAWCUT BUILDING L EN BUILDING ENTRANCE LD LOADING DOCK a BOLLARD D� DUMPSTER PAD -: -� SIGN n DOUBLE SIGN x... STEEL GUARDRAIL ......... WOOD GUARDRAIL PATH TREE LINE ........_._..._ ................_.. ar a� WIRE FENCE :............................LL......... : : FENCE -4:. -; •- STOCKADE FENCE .. • - • .. STONE WALL ::::::::::,.::::::::::: - - RETAINING WALL --- STREAM / POND / WATER COURSE _.......... -- DETENTION BASIN HAY BALES ;f:................ :............ -xc xc- SILT FENCE --- ` 4 MINOR CONTOUR :. ........ ......... 20 MAJOR CONTOUR 10 PARKING COUNT 9 COMPACT PARKING STALLS ::................ . DYL DOUBLE YELLOW LINE L_::--..---.a SL STOP LINE CROSSWALK ACCESSIBLE CURB RAMP ;. HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PARKING r ra VM Prop. `' A WOO 27,35 I'G;: 27.35 TCx B,;' .. 26.85 BC x 132.75 x W" '` 45.0 TW x ["' 38.5 BW vl 69 Exist. CONCRETE PAVEMENT HEAVY DUTY PAVEMENT RIPRAP CONSTRUCTION ENTRANCE TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION SPOT ELEVA110N TOP &BOTTOM OF WALL ELEVATION BORING LOCATION TEST PIT LOCATION MONITORING WELL co r UD UNDERDRAIN DRAIN ................ �,,;.�; ................ 6„RDA ROOF DRAIN 12"S SEWER oHw OVERHEAD WIRE .._............ f:;,:.,�......_.......... 6„W WATER 9F1' FIRE PROTECTION DOMESTIC WATER ._............. GAS UGE UNDERGROUND ELECTRIC T TELEPHONE ---- "A FA FIRE ALARM .........._... -A-,,r................ CAN CABLE N -�-- � CATCH BASIN �� ■ GUTTER INLET DRAIN MANHOLE TRENCH DRAIN '��' • SEWER MANHOLE cs O T "V TSV -.► HYD WM o CURB STOP &BOX WATER VALVE &BOX TAPPING SLEEVE, VALVE &BOX SIAMESE CONNEC110N FIRE HYDRANT WATER METER POST INDICATOR VALVE WATER WELL GAS GATE GAS METEREJ •EMH ELECTRIC MANHOLE EM El ELECTRIC METER LIGHT POLE �TMH TELEPHONE MANHOLE � ( M TRANSFORMER PAD ♦' UTILITY POLE - ♦ GUY POLE GUY WIRE &ANCHOR HH El HAND HOLE a PB El PULL BOX Matchlin® MATCHLINE Notes: General 1. CONTRACTOR SHALL NOTIFY "SUNSHINE" (1-800-432-4770) AT LEAST 72 HOURS BEFORE EXCAVATING. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. HANDICAP ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL BE SODDED. ' 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUC110N NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 14. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO CONTACT SUNSHINE ONE CALL FLORIDA INC. 72 HOURS PRIOR TO ANY EXCAVATION AT 1-800-432-4770. Utilities 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTA110N ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, WITHIN PUBLIC RIGHTS OF WAY, CONTRACTOR SHALL CONFIRM THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: • PAVEMENTS, CONCRETE SURFACES, AND ALL SURFACE TYPES ALONG ACCESSIBLE ROUTES -FLUSH WITH FINISH GRADES. • LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS -ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 4. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 5. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 6. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: • WATER PIPES SHALL BE DUCTILE IRON PIPE (DIP) POTABLE WATER PIPE • SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE • STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) i 7• SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND PROVIDE EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL CONTRACTOR FURNISHED 51TEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. 8• SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 9• ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURA110NS SHOWN ON THESE PLANS. Demolition 1. THE CONTRACTOR TO REMOVE AND TO DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS AND SPECIFICATIONS. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. Erosion Control 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2. INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 4. CONTRACTOR SHALL PERFORM CONSTRUC110N SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information 1. BASE PLAN -THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY VHB Inc., AND FROM PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VHB Inc., DURING 06/23/04 EXCEPT AS NOTED. 2. TOPOGRAPHY -ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY VERTICAL DATUM; BENCH MARK #lJL-20, ELEVATION 94.501', (NGVD 1929). Layout and Materials 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEME MARKINGS, UNLESS OTHERWISE NOTED. 2. CURB RADII ARE FIVE FEET UNLESS OTHERWISE NOTED. 3. CURBING SHALL BE CAST IN PLACE CONCRETE CURBING WITHIN THE SITE UNLESS OTHERWISE INDICATED ON TF 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPAC LOADING DOCKS, BOLLARDS, ETC. 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRU SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. TTanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 •FAX 407 839 4008 EB-3932 No. ' Revision I Date IAppvd Designed by RC (Drawn by SG I Checked by ✓K CAD checked by MT Approved by RC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Legend & General Notes Drawing Number C003 Sheet of )h F. Kolb, -P•F Project Number ?E #41964 60933.01 60933 LG-GN.dwg P:\GOQ33O1\ood\|d\P|onyet\SO0J3 ECdwg X1mu 16' 15 14 13 ~` 3RICK WALL `D3 ~� ` UND`-NORTH LINE OF THE SOUTH 1/2 LOT 42 (PLAT BOOK H. PAGE 146) NAIL',& DISK LS22471N CONCRETE FOOTER OF,, RICK WALL �� r \ SITE oo.^"M""" X113.3e ' 5/8^|RON ROD ^TRAVLB7153^ ELEVATION 101.06 � __' * � ENTERLN10 ,"""" LS2247 IN CONCRETE y -BRICK WALL 3713-3719 20.00' WIDE EASEMENT OFFICIAL REC0RDS BOOK 4171. PAGES 12 Q S89*40'49^E I ROSE H|il '<110* PLAT BOOK 13 PAGE 128 X`11.16 Xmp.41 10 8 O 7 5 X/ozao 1030' 14' � ' ! ~-~~~' 8 WOOD FENCE `-NORTH LINE OF THE SOUTH 1/2 LOT 41 ( . PAGE 146) X10y.91 %m9.ms xue.rn ( LINE OF LOT 44 (PLAT BOOK G146) Inc. ,~~"�=="s~~ ��=~^"��",^p�°"v�sm°*x:, �w Transportation Land Development Environmental Services 135 W, Central IBlvnd.,Suite 800 FL.3280l 4078394006wFAX 407839 4008 EB_3932 Legend �. �� =* �� [��ons � (� DRAIN MANHOLE FIRE HYDRANT - ~rn c^� 80 CATCH BASIN STREET SIGN !� G) SEWER MANHOLE LIGHT POLE (Z ELECTRIC MANHOLE UTILITY POLE ��-»o ( TELEPHONE MANHOLE �> GUY POLE � ~~h ~ -Ow [� MANHOLE GUY WIRE .{ oo ^^ uW �mz co El HH - HANDH0LE MONITORING WELL � < ~� � r�/if L.Li00BOLLARD "� - *w m � o LJ ~� cu WATER VALVE �� GAS VALVE cli � u' FOUND IRON z- * P.R.M. � PERMANENT REFERENCE MONUMENT ROD NO ^ P.O.C. � POINT ON CURVE P.C. = POINT OF CURVATURE P.R.C. POINT OF REVERSE CURVATURE N< P.C.C. = POINT OF COMPOUND CURVATURE P.T = POINT OF TANGENCY =" P. = POINT OF INTERSECTION '111.74P.C.P. = PERMANENT CONTROL POINT 'LP Cn ALOHA AVENIP.OL = POINT ON LINE 110,14 C.B. = CHORD BEARING / C.W. = CONCRETE MONUMENT �l. P.B. = PLATBOOK -r` PC. = PAGE -10.62 .07 R = RADIUS 1.07 | 11.3 o\ L = ARC LENGTH \ ^"'=" SITE BENC� A= CENTRAL ANGLE - ---- BOOK--.,, ' 1012. 109.25 NA]L R�0 RIGHT-OF-WAY AND | / ^ = r*uco 29/ 2o2 x ELEVATION WATER LINE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT CONC. CONCRETE y CATY = CABLE TELEVISION \ TELE = TELEPHONE ELEC. = ELECTRIC cx � =~ S.W. = SIDE WALK �� O.R. = OFFICIAL RECORDS BOOK � u�/� FH = FIRE HYDRANT uo� N&D = NAIL AND DISC `'�' / |R = IRON ROD /� |P = IRON PIPE °O.`^`E. ""L.-. EL = ELEVATION 1.- ' " LailP.O.C. POINT OF COMMENCEMENT / /z PD.B. POINT OF BEGINNING ' _J --`--/ 3O OO ( `/ `f Y' \ = TREE LINE ' < . ' | ' u' | o / ! / . comcwE/E WALK-, co 3T� 1 � � w &] � Li / � --&-.DJSK CONCRETE WALK ^ �� IN � � �u o- � BR OF BRICK �� s �\�� .."- -~�--/~.�� ' ` 0,22' N, ' . x �� 6. BRICK WALL-" Bm� , ` . - , / � , � � , ; � � ' ' SURVEYOR NOTES � 1. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RASED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. l THE LAND DESCRIPTION HEREON WAS PROVIDED ED BY THE CLIENT.3. THIS SURVEY DOES NOT IDENTIFY THE LIMITS OR EXTENT OF POTENTIAL JURISDICTIONAL NAL WET L A ND 5 . IF ANY EXIST ON THE SUBJECT PROPERTY. 4. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE CORRECT AND IN AGREEMENT WITH THE FOUND AND SET MONUMENTS AS MEASURED IN THE FIELD UNLESS OTHERWISE NOTED. 5. UNLESS OTHERWISE NOTED, ALL RECORD INFORMATION SHOWN HEREON IS BASED SOLELY ON INFORMATION CONTAINED IN THE COMMITMENT FOR TITLE INSURANCE BY FIRST AMER|CAN TITLE |NSURANCE COWPANY, FATIC FILE NO. 2028-397201-0809. EFFECTIVE DATE NOYEMBER 21, 2003 AT 8:00 A.M., AND WAS PROVIDED BY THE CLIENT. 5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT OF WAY LINE OF C00D HOMES R0AD, BEING SOUTH 00^18'27^WEST. (ASSUMED). 7. NO UNDERGROUND UTILITIES, FOUNDATIONS, OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. U. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) C0MMUN|TY PANEL NUMBER 12095CO220E. EFFECTIVE DATE DECEWBER 5, 2000 THIS PROPERTY LIES IN ZONE X. Q. ELEVATIONS SHOWN HEREON ARE BASED ON ORNAGE COUNTY VERTICAL DATUM; BENCH MARK ' LB7153 Ld Ldi ui o- No. ! nawxwn Dote Aovvd. m Designed kr |om*n »x |cxacm� »' � ' RC � SG | JK cxo uxecl<eu by �T Approved by . RC _� '-soo/e |oo�e ln=4U | October 0,2O04 12.57 / ` pmjemtTi�,le 0 ILL (L 0 0 bJ +_ r'.: :2 00 Z Fx 0 � �- 0 m < ] � o CL m m 40 O 40 80 SCALE IN FEET / 0 � _ TheVillas at Woodsmere Xuee5 ��K�� v��e��,�� Issued foi, Review � � | Drawing tiva UKELELE A\ENi ! Existing " ^ Conditions/ ��K� ��~�� 0K� Topographic ~~~.~�.�~°~.�°y ~°��=° � �� =�� ~ �� o,m°ino Number | ' C004 l ~7 ��(� J � � v ��°°t of � ! ]OsGDh F. Kolb, RE^ | PE ��Z� Project Number � � ^ 60933.01 P: \60933.01 \cad\1d\P1anset\60933 ER.dwg Construction SW -PPP Notes: FL-SW-PPP-N1Sdwg DESCRIPTION 1. Property Owner Name and Address: H. Scott Gold, Trustee 860 N. State Rd 434, Ste. 7 Altamonte Springs, FL 32714 2. Applicant Name and Address: Baypointe Homes Corp. 20751 State Road 520 Orlando, FL 32833 3. Project Location: Latitude: 28-56 Longitude: —81.50 4. Description: This project will consist of a master storm water facility, mass grading, residential lots, and multi —family residential development. The goal is to construct the streets, utilities and storm water pond to serve the project. The types of soil disturbance activities include: clearing and grubbing; installing a stabilized construction entrance, perimeter and other erosion and sediment controls; excavation and stockpiling; storm water facilities and grading; utilities; building foundations; roadway and parking areas; and preparation for final planting and seeding. 5. Sequence of Major Soil Disturbing Activities: (1) Install stabilized construction entrance (2) Install area erosion and sedimentation controls (3) Clear/grub and grade storm water facilities (4) Stabilize denuded areas (5) Install utilities and storm sewer systems (6) Construct building foundations (7) Complete paving (8) Install permanent seeding and planting (9) Remove accumulated sediments (10) Remove erosion and sedimentation controls and stabilize any area disturbed by their removal 6. Area Estimates: Total Project Area = 6.4 Acres, Disturbed Area = 6.4 Acres. 7. For additional information, refer to sheets LEGEND, AND LOCATION MAP and SW —PPP EROSION AND SEDIMENTATION CONTROL DETAILS. 7. It is the responsibility of the contractor to develop and implement a Stormwater Pollution Prevention Plan (SW —PPP) in accordance with both the EPA NPDES General Permit for Stormwater Discharges from Construction Activities and the FDEP Generic Permit for Stormwater Discharges from Construction Activities and all other state and local requirements. A SW —PPP consists of Site Design, Site Assessment, Control Selection, Certification and Notification, Construction /implementation and Maintenance, Final Stabilization and Termination. The SW —PPP Site Map outlines the minimal requirements for installation of Temporary Erosion and Sedimentation Control where work is accomplished with the project. It is the contractor's responsibility to document field changes and implement control measures not shown on the Site Mop or specifications. fROSE r,l It .,'_ "} Y....F., :' .j "7' # k ; G A E T U `�k X j 7 12 1 4 MR—, SEE NOTE FOR DETAILS 6' WOOD FENCE A- - R n A --"5 — 7_ n � E 6 Xa 7 -fir 0.2' "N TL 5C PROTECTION f 1� E 71 F1 R BLDG 8 171179 041 F.I. BLDG 10 171 nf AROUND INLET Egwm, IT71 f5i (TYP.) BLDG 11 ME M I �t� aix, 1.1 WILI V1 BLDG 9 1,-B.LQG \33 R2-1 X" lla-7,3 32 31 30 1 29 28 27 26 1 25 i 4 1 3 1 2 1 1 14 1 13 12 9 Ii c7 1, _ _,z - -. 1!1, , / , _,x"' I i i 1 10 1 8 1 7 1 6 1 5 J 16 115 34 18 17 Rl—� 1 �S 24 23 22 21 20 191 ArrrK A tlxr V__ _ _ a is -J AV, 36 F Y . 71�1' � . ......... . x BLDG 61", f 1 � L14 7, 777,1 PROTECTION 35it q AROUND INLET 3 7:10.5 5ff ... ..... .... El 39 . ..... X Jo,�Bx L BLDG 1 3 :i 5 6 0 Is, RY RETENTION Ll BLDG 2 V -1 40 E Li 62 59 STORM A PRVA STAGE 61 54 25 YR HR 110.13 El -96 10 --1 00i!R 96 HR 111.99 47 48 49 50 51 52 4 43 44 45 46/ 58 100YR 24 HIR 112.72 BLDG 3 5' 53 10 YR 24 HR 111.05 ;�A BLDG 4 0 BLDG 5 47 -57 Lai 0 64, d uj W Li d }' � � I -:j `"`-,. _ s I �l:a,,. »..,.1:nsi:k• _) — � 0 _ _ ,,. _ :. - r -.,_ � # 1 '{`-', i; I r 'OD PROTECTION Al AROUND INLET ti X -14 J. 12,25 UA _2 27 :> s 0 - . .. ........ WIDE GENERAL NOTE: P c-r 1'300D FK)IME'S PLAZ441J, 1. THE DELINEATED EROSION AND SEDIMENTATION CONTROL MEASURES ROSE l'-I'LL f_-'RO'OES PLAT BOOK H, PAGE 146 LOT 4-35 ARE THE MINIMUM REQUIRED. THE CONTRACTOR WILL PROVIDE i_t ADDITIONAL CONTROLS AS NEEDED, DEPENDENT UPON ACTUAL SITE CONDITIONS. 2. SILT FENCE TO BE INSTALLED AND MAINTAINED ON THE NORTHERN BOUNDARY UNTIL PROPOSED WALL HAS BEEN INSTALLED. H, IFIAGE 1 "13 J. .2 'n IZ4 C� 40 0 40 80 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W.. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. Revision Date Appvd. Designed by I Drawn by s,3 lChecked by JK CAD chec�ed by MT Approved by RC Scale 1 "==401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for, Review Drawing Title Erosion and Sedimentation Control Plan Drawing Number Sheet of Joseph F, Kolb, P.E. Project Number PE #41964 60933.01 60933 ER.dwg P:\60933.01\cad\Id\Planset\60933 DT—ER.dwg • x Post-1), ,1` Post NOTES FOR SILT FENCES 1, Type Itf Slit Fence to he used at mast locations. Where used in ditches, the spacing for Type ZT Silt fence shalt be In accordance with Chart /, Sheet I. Place the end post of one fence behind the end past of the other 2. Type Zr Silt Fence to be used where large sedimentYdads are anticipated. Suggested use fence os shown. Is where fill slope is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where the detained water may back into travel lanes or off the right of way. Rotate both posts at least 180 degrees J. Do not construct silt fences across permanent flowing watercourses. Sllt fences In a clockwise direction to create a are to be at upland l000ttons and turbidity barriers used at permanent bodies of water.. tight seal with the fabric material. 4 Where used as slope protection; Slit Fence Is to be constructed on 0% longitudinal grade along to avoid channeitzing runoffng the length of the fence. Drive both posts Into the ground and bury flop. 5. Silt Fence to be paid for under the contract unit price for Staked Slit Fence, (LF.I. PLAN VIEW JOINING TWO SILT FENCES Optional Post Positions -� Poultry Mesh ( 20 Ga. Min.1 Princlote Post Position Past Options: Softwood 4" Did. Or type A Fence Febrla ( Canted 20" Toward flow I Softwood 4"x4� (index No, 451 & Sec. 550 Hardwood 3" Div. ; to, Max. , FDOT Spec..J Steel 1.331bs/ft r Poultry Mesh. Or i(Jn: j I ( / n' Type A Fence Fabric Filter Fabric (1n Conformance' Type Filter Fabric , I With Sec. 05 FDOT Spec l i I o i� Ii Silt Flow =° U U . ELEVATOV SECTION TYPE SILT FENCE � Dia. optional Post Posltlonis Principle Post Position. Past Options. 2 Softwood 2 x 4" ( r (Cnted 20° Toward Flow) Hardwood 1, l{r j 6' max. � Filter Fabric ( In $ rr Steel 1.331av/{t i i Conformance With v� Sea 985 FOOT Spec.) y � ....... � Filter- Fabric t, ® I.) I Slit Flow ELEVAT�N SECTION TYPE' SILT FENCE . . . . . . Slit Fence ^ . Stormwaier Runoff' e f100it Silt Fence Protection SIIt Fence Protection Slit Fence In Ditches with Intermittent Flow Around Ditch Bottom Inlets. SILT FENCE APPLICATIONS Temporary Erosion and Sediment Control N.T.S. Source: FDOT 2002 f wnyl Sheathed EAW Steel Cable (980Ci' Lbs. Breaking Strength) With —� I Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Slotted PVC Connector Pipe Flotation (_6" Dla. Equiv.) (12 Uw. I , (Metal Colter Reinforced) Closed Cell Solid Plastic Foam Per Ft. Buoyancy) y Flotation (8" Dia. Equiv.) (17 /to. ---� i W i Per Ft. Buoyancy) 1 I`f , J.Polypro Rope Approach Length rA I t(8 Oz. Nylon Reinforced 4 `l8 Oz. Nylon Rolnfarcad St� 1 . Breaking � �. PVC Fabric (300 psi Test) . / stress Plate"GalvanizedClrin PVC Fabric(300 pslTest) With Lacing Grommets #"Golvnized Chain— ". " Post (Opfrons: 2 x 4 or 2ir" Min. Dia. Woods Steel ----.. _ �.: TYPE I + 61 Max. ' �. o D, -5' Std. (Single Panel For Depths 5' or Lew). o`" , 11 /-- 18 Oz. Nylon Reinforced _ 50' Std. De' -5'Std. (Additional Panel For Depths > 59. r PVC Fabric (300 psi Test) Curtain To Reach Bottom Up. To Depths Of 10" Feet:= v it1 — - Two(2) Panels To Be Used For Depths Greater Than ro �� I� o a Construct Paved Turnout 10 Feet Unless Special Depth Curtains Speoifloaily Called o "� ( I M N (Index No 515). May Be i For In The Plans Or As Determined By The Engineer. Q o` II I (S Deleted if Approved NOTICE: COMPONENTS OF TYPES IAND I£MAY BE SIMILAR OR IDENTICAL 1 _ a �, $ ., By The Engineer. I TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES IAND Z SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BMRIMS STAKED TUR81DITY BARMER a � , I can 15 LEGEND I _ �Y — -•- �^r 1 Slope To Drain i Pile Locations T T T T Berm I I' Proposed Toe Of Slope Dredge Or Fill Area Mooring Buoy w/Anchor Swale — Exisewwaay —, Anchor A4 cause0 Cau\ .d.r�,a� ,w rier Movement �. To Current Action Due I ® / ® ( . I ....... . Sedfinent Pit µ � Stare I I . 14+ I - GENERAL NOTES 1 �+ Nay Boles e • o e 1. Floating fbrbidlty barriers are to be paid for under the 10q` y c 3 contract unit price for Floating Turb/dW Barrier, LF. Approach Length o \ iYpfaa� 1 10 — — — _ 1 ®— — — 2: Staked turbidity barriers are to be paid for under the contract �a As Required Typical '` unit price for Staked Turbidity Barrier, LF. / Shore Una L/mlts of Cont. ( \ • ®,� • ®a o • - • • • • - ® Pit Volume Is Current Limits Of Coast. Shore Line Below The inlet Elevation 0r I Hay Bates The Outlet Elevation, Whichever Is Lower. Structure Alignment n, . . `- Turbidity Filter Fabric • • • • 4" A(in. Type C-1. Index Na. 199 SECTION B :8 Barriers Turbidity barriers for: flowing streams and, tidal TRANSITION DETAIL _� , NOTES: Cover Per 5 /. Turbidity barriers are to be used In all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types Aggregate / Index No. 205 or any eombindlons of types that will cult site c ci (/ 2. Number and apaclhg of arichors dependent on: current velocities. conditions and meet erasion oontrot and water quality requirements. The barrier type(sJ will 15 Or :30 y„� ! Gi J. Deployment of barrier around plle lontlons vary to accommodate consinlotin operatlens: A at the Contractors �rs option unless otherwise (� + j f G however payment. will �`- Aggregate � y �Y �` r be ,under the pay [tents) established In the I. _ Filter Fabric 4. Navigation may raqulre segmenting barrier during construction operations. turbidity forFloating a be d/t Y.Ba rIe ver/laol ...•,.•,ft Mi lor ty n n 5. For additional Information see Section' 104 of the Standbrd Specifications. Staked Turbidity Barrier. Pasts In staked D!atn�r F t/� position unless otherwise directed the Compacted Boa kftli Existing th Temporary Engineer. Flit Fabric Sldaadrain Pipe RURAL CONNECTION ill ®ITY BARRIER APPLICATIONS To'Be Stabilized As Required DETAIL SECTION A -A Based On Flow And Grade. Turbidity Barriers 3/02 Soil Tracking Prevention Device Type A (STPD) N.T.S. Source: FDOT 2002 FL-SW-PPP-DT.dwg (FDOT 103 Turbidity Barriers.tif) N.T.S. Source: FDOT 2002 3/02 FL-SW-PPP-DT.dwg (FDOT 102 Erosion Control.tif) Existing Roadway ,A--- Edge' Of Pavement Vanasse Hangen Brastlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 GENERAL NOTES 1. A Soll Tracking Prevention Device I STPD ) shall be canatructed at locations designated by the engineer far points of egress from unstabllized yeas of the project to public roads where offaite tracking Traffic of mud could occur. from unstabl/lzed areas of the construction project shod/be directed thru a STPD. Barriers; flegging,. or other positive means shall be used as required to limit and direct vehicular egress across the. STPD. Z The Contractor moy propose an alternative technique to minimize offs/te tracking of sediment. The alternative must be reviewed and approved by the Engineer prior to Its use. No. Revision Date Appvd. J. All materials spilled, dropped, or tracked onto public roads ( Including the STPD aggregate and construction mud) shall be removed da1Jy: or more frequently if so directed by the Engineer. Designed by RC Drawn by Sit Checked by � JK 4. Aggregates shall be aS desorlbed In Section 901 excluding 99-2.3 #!. CAD checked by MT Approved by RC Aggregates shall be FOOT slze If this size Is not available, the next avvilabie smaller size aggregate may be subst/futed with the approval of the Engineer. Sizes contalning excessive small aggregate will track off the project Scale N.T.S. Date October 8, 2004 and are unsuitable. Project Title 5. The sediment pit should provide a retention volume of 3600 oubio feet/are of surface area draining to the pit. When the STPD Is Isolated from other drainage areas. the following pit volumes will satisfy this requirement: l5'x 50, -/Do ft" 3O`x 50, -200 ft" As an option to the, sediment pit. the width of the :wale bottom can be to The Villas at Woodsmere Jntxeased obtain the volume. When the sediment pit or swale volume has been reduced to one half, it shall be cleaned. When a :wale Is used; hay bales or slit fence shall be placed along the entire length. 6. The Swale ditch divining the STPD shall have a 0.2% minimum and a i.O% maximum grade along the STPD and to the sediment pit. Ocoee, FL 7'. Mitered end sections are not required when. the sidedroln pipe satisfies the clear zone requirements. Issued for 8. The STPD shall be maintained In a condition that will allow It to perform Its function. To prevent offstte tracking, the STPD shall Review be rinsed (chivy when In use) to move aacumwlated mud downward thru the stone: Additional stabilization of the vehicular route leading to the STPD may be required to limit the rnud tracked. 9. A STPD shall be paid for under the contract unit price for Soft Tracking Preveptln Device, EA. The unit price shall constitute full compensaftan for awnstructln, maintenance, replacement of materials, removal, and resforation of the area utilized for the STPD; Including but not limited to excavation,grodlag. temporary pipe ( Including MES when required ).filter Drawing Title fabric, aggregate, paved turnout ( Including asphalt and base eonstructin ), ditch stabIlizatlon, approach route stabilizotion, sedinmeent removal and disposal, and ic road$. e STPD and under of ontract growing and sod. 117ay balesshelfshell be paid for the cg u ice for Hoy or Straw Be/sd: EA. Slit fence shall be paid for under the contract for Staked SW -PPP Erosion & unit price Silt Fence, LF: 10. The nominal shown of a s/merisi STPD v um of otherwise shown In the plans: If the volume of entering vnal exiting Sedimentation Control vehicles_ warrant, a 30' width STPD may be used If a roved by the Engineer. When a double width (301) STPD !s used, the pay quantity sho"be 2 far each `ocat`on. Details 3 FL—SW—PPP—DT.dwg (FDOT 106 Tracking Prevention Drawing Number L j . Sheet of Kolb, RE -41964 Project Number 60933.01 60933 DT—ER.dwg P: \60933.01 \cad\1d\P1anset\60933 TYP.dwg 12 `ZONING: R-1A 15 14 0 3 FT TRANSITION N EW WALL 6' EXISTING WOOD! FENCE FROM FLUSH CURB TO TYPE U CURB SEE SHEET C500 TO BE REMOVED WHEN NEW (TYP) FORT DETAILS I WALL IS INSTALLED EXISTING SIDEWALK ASPHALT PAVEMENT EXISTING BRICK WALL TO REMAIN 5' LANDSCAPE V!, EASEMENT "RAM 13 n a 13 FDOT rl 13 13 11"J R�D' " f') 13 a L�_ C3 01Z S I - TYPE D CURB AREA 01 LANDSCAPING COMMUNITY WILL NOT BE GATED. Fil El M-I, F: J� I M� F-9 r"i F] 17 < 17-11 F71 F MID 9 10 FDOT TYPE "F" BLDG 8 CURB & GUTTER BLDG 10 BLDG 35:64' 0 1'9' r�ftl ftl p F1 Em (TYP.) �7"777�7.7,.' BLDG 7 BLDG 9 33 -;APINr,' LAN05( R2-1 A '15 +C 32 31 30 29 28 27 26 25 34 % CURB 16 15 14 1 13 12 1 11 1 10 9 8 1 7 1 6 1 5 4 1 3 1 2 1 1 J"N R1-1 \. 24 23 22 21 20 19 18 17 3' EU I TRANSITION yF jj r X 4 3ff '7 U J EXISTING BRICK WALL TO REMAI it ♦i . V 36 4 F % V ASPHALT 2' WIDE FLUSH War 0 JOY L U0'_ 7 10' R/W LINE-- DRIVEWAY 142 RIBBON CURB Lz=z6. YJ�TR 26- 00' TYP.227L (T7P7 R ? 30, E' BLDG 6li 0 41 `155 37 `3St L--3 or z "I.Q UJ 7M Yis 4 B RAMP 38 5' WIDE SIDEWALK < T 20' TILIjj 4 77— R rl -7 UTILIWE4� '--SPECIAL PAVER (TYP-) 20' UTILI GAZEBO 7� 20 L UJ UTILITY (Typ I EASEMENT FAI;E 39 ZONING: < j '4 4 fr V) EASEME4T E7 —BIK: R, X —2 BLDG 1 A t 53 4 50 ? z < L C 61 RY RETENTION 40 LJ LL BLDG �2 54 o 59 62 POND CoNcR ---TE 71 J t J 43 44 45 46 47 48 49 50 51 52 4 T BRICK CYLUMN! El WITH 13L P� BLDG 3 55 63 58 ALUM. E4PQE BLDG 5 42 BLDG 4 17A 56 C" i2A Li L11 M W to 57 J L WIDE PI INIC LANDSCAPING AREA SIDEWAL AREA :fit MaF FUTURE RE D LOCATE ...... RIGHT —OF —WA EXISTING BRICK WALL J_ c" TO REMAIN ZONING: IC-2 vi R/W LINE "",-.--C/L CONSTRUCTION CENTER 14' 33' 6" 20' PARKING STALL 2' 15' 1 15' 2' 16' 73 TRAVEL LANE TRAVEL LANE c LANDSCAPING AREA FDOT TYPED 2' FLUSH 16" CURB RIBBON CURB 2_ 0% 2' MINIMUM 1 1/2" TYPE S-111 A.C.S.C. CURBTYPE "A" STABILIZE SUBGRADE TO -STABILIZE SUBGRADE 6" BEYOND CURB (TYP) -CONCRETE PAVER TO 6" BEYOND CURB 12" COMPACTED SUBGRADE- SEE NOTE BELOW (TYP) COMPACT TO 98% MOD. PROCTOR AASHTO T-180, STABILIZED TO 8" LIMEROCK BASE 50 FBV TRAVEL LANES ARE 2% CROSS SLOPE UNLESS OTHERWISE NOTED ON PLANS Typical Section ""A"" N.T.S. NOTE: SEE LANDSCAPE PLANS FOR TYPE, STYLE, AND COLOR OF CONCRETE PAVERS. R/W LINE C/L C ONSTRUCTION R/W LINE 14' 23' 2' 12'12' 2' 4' 5' TRAVEL LANE TRAVEL LANE 6 I 6# 2.07 R0.,SE H,11 1 1 P!_J",T B'1_110K FAGEE 121-J, Vanasse Hangen Brustlin, Inc. q 'x Transportation Land Development Environmental Services X, '135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 < FR,OT SPECAC EMPHASIS CR SSWArX `h TYPE `F- CURB & GUTTER (TYP.) 7--LEFT TURN If i rf bl tt f. ZONING: P—D t A W�; U 7- f 0 C-1 40 0 40 80 SCALE IN FEET ..'-R/W LINE �C/L CONSTRUCTION ,O(�R/W LINE -9 14' r 25' VO. 2' 12' 12' 2' 5'- TRAVEL LANE TRAVEL LANE 2.07. 2.0% I I .. \-4" THICK CONCRETE N�\-4" 2' FLUSH SIDEWALK FDOT TYPE CONCRETE SIDEWALK (WHERE APPLICABLE) RIBBON CURB 2' FLUSH (WHERE APPLICABLE) CURB & GUTTER FDOT TYPE F RIBBON CURB CURB & GUTTER STABILIZE SUBGRADE TO -STABILIZE SUBGRADE TO STABILIZE SUBGRADE TO STABILIZE SUBGRADE TO 6" BEYOND CURB (TYP) 6" BEYOND CURB (TYP) 6" BEYOND CURB (TYP) CONCRETE PAVER SEE NOTE BELOW 6" BEYOND CURB (TYP) 12" COMPACTED SUBGRADE MINIMUM 1 1/2- TYPE S-111 A.C.S.C. 12" COMPACTED SUBGRADE COMPACT TO 98% MOD. PROCTOR TO 98% MOD. PROCTOR AASHTO T-180, STABILIZED TO 8 LIMEROCK BASE AASHTO T-180, STABILIZED TO 50 FBV 8" LIMEROCK BASE 50 FBV TRAVEL LANES ARE 2% CROSS SLOPE UNLESS OTHERWISE NOTED ON PLANS TRAVEL LANES A I RE 2% CROSS SLOPE UNLESS OTHERWISE NOTED ON PLANS Typical Section "B" Typical Section "C" N.T.S. N.T.S. NOTE: SEE LANDSCAPE PLANS FOR TYPE, STYLE, AND COLOR OF CONCRETE PAVERS. No. I Revision Date ppvd. Designed by RC Drawn by SG IChecked by JK CAD checked by M T Approved by RC Scale I 11=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Typical Roadway Section & Key Map /0 S- Jose0h F.'Kolb, P.E. PE #41964 Drawing Number C007 Sheet of Project Number 60933.01 60933 TYP.dwg P:\60933.01\cod\ld\Plonset\60933 GHR TYP.dwg I I :3 5' LAN DSCAPEz--"-;"' EASEMENT— X, 0 6 a 13 wo N, n FIE 1"� I 3 R (TYF1 (-7 01 4 n OT I 00 ILL LLJ < > r LP —may 1" Mid f r 1- J Q`R (TYP) ti V, NEW PAVEMENT 4 (TYP) T, J 1, i 0 1 - - -"; " 7- -4 Ar, DEMOLISH PAVEMENT AS SHOWN. SAWCUT EDGE OF PAVIVIENT FOR CLEAN EDGE- -z D ill--'x , 11 2 DEMOLISH EXISTING 0, � 7SIDEWALK FROM] 10%, g' RTTT 01"I"t p 'fe P, 4,1 'Y a= 1 If 19r 4. J ILIJ -72 • L Li V) CV/ J; '54 LLJ 0, 6, n < 1-J Cf) • < :3 Lo J f EXISTING--"� RIGHT—OF—WAY EXISTING 60' RIGHT—OF—WAY 30' FUTURE ROW 5' 6' 36' 2'- SWALE 12' 12' 12' 6" I t THRU LANE TUR[`1 ING LANE THRU LANE EXISTING CENTER OF ROAD — NEW EXISTING EXTEND EXISTING BEYOND BASE 6" ASPHALT PAVEMENT (TYP) PAVEMENT EXISTING 5' CONIC (TYP) 2' WIDE CURB SIDEWALK AND GUTTER 1-1/4" FRICTION COURSE, ACSC 2" TYPE S-1 ACSC 10" LIMEROCK BASE 12" COMPACTED SUBGRADE TO 98% MOD. PROCTOR AASHTO T-180 STABILIZE TO 50 FBV ROADWAY SECTION "A" N.T.S. GENERAL NOTES: 1. DEVELOPER TO CONSTRUCT ALL OFFSITE IMPROVEMENTS ALONG GOOD HOMES ROAD. ZONING: i P—D N 6r,1211, f 20 0 20 40 SCALE IN FEET EXISTING 60' RIGHT—OF—WAY 4 7' 12' ' 4' 14' 14' -1 - 12' SWALE 6" 6- SHOULDER EXISTING CENTER OF ROAD EXISTING EXISTING NEW PAVEMENT EXTEND BASE 6" 5' CONC PAVEMENT BEYOND ASPHALT SIDEWALK (TYP) (TYP) 1-1/4" FRICTION COURSE, ACSC 2" TYPSE S-1, ACSC 10" LIMEROCK BASE EXISTING 12" COMPACTED SUBGRADE ROAD SHOULDER TO 98% MOD. PROCTOR AASHTO T-180 STABILIZED TO 50 FBV ROADWAY SECTION "B" N.T.S. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W, Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. I Revision Dote kppvd. Designed by RC JDrown by SG JChecked by JK CAD checked by MT Approved by RC Scale 1 11=401 Dote October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Off -Site Improvements Good Homes Road Drawing Number 11: Sheet of Kolb, 1964 Pro ' ect Number 60933.01 60933 GHR TYP.dwg P:\60933.01\cad\ld\Planset\60933 PLOT.dwg 15 - 3 FT TRANSITION J FROM FLUSH CURB NEW WALL TO TYPE CURB SEE SHEET C500 (TYP) FORT DETAILS ZONING: R-1A 12 E 6 6' EXISTING WOODt FENCE TO BE REMOVED WHEN NEW M WALL IS INSTALLED RU%3E Fi0'F'J Md 20 J00K '13�� 19 EXISTING SIDEWALK ASPHALT PAVEMENT EXISTING BRICK WALL TO REMAIN 5' LANDSCAPE/ EASEMENT—,/' C14 RAM U� VVL.1 J 13 13 a 13 a --a'- a ci 0 13 =b-- - 153 to OT rl 7,0 + 0 TZD CURB LANDSCAPING AREA COMMUNITY WILL NOT cli E �E_ GATED. A M. 177 1 F1 FF.] 17,111-51 071 -------- F 171 F 17-1 F1 FDOT TYPE "F" b 9' BLDG 8 CURB & GUTTER 8 BLDG 10 BLDG 11 85.04' R F1 FJ►.01 (TYP-) x BLDG 9 BLDG 7 33 Qi _,'LAND'SC fING,_ 45 - 32 31 11 zu 34 14 1 13 12 1 11 1 10 8 1 7 1 6 1 5 4 1 3 1 2 1 1 16 15MIN1 24 23 22 21 20 19 18 17 y? Rl- R2- 30 29 28 27 26 25 77 9 F 3' CURB 0 X TRANSITIO 1011 20' o: 20' F MIN i MIN 0 LO x, C �J + 36 6_- ed O T, + 0 05f (D n _z U 00 R/W LINE--*� ASPHALT--� 2' WIDE FLU�� 614 .57' 6, f Y�,6. 1 03-vo a. ", - 1-' 1 -C, 10' C14 L 142.95' RIBBON 4CURB DRIVEWAY "0 7 i 0a. I YI-) 7.77 LO BLDG 6lV -3 37 L3 -------- �z Ld 5 WID V) < SIDEWALK 313 -K 0 0 lJJ 20' (TYP Cq zu U 11LI I y '-SPECIAL FAVLK L4 0 + _,4� 20 77� UTILI -4 PACPKAPKIT (Typ k 9TO �2 11 TILITtf L W U EASEMENT 39 0 < CY) 0 u� BIK RtrK -4T EASEME' 11'0 0 P U) 53 20' 24! 61 BLDG 1 24� 60 T;; MIN ASI 'HALT 40 •RY RETENTION 20' ASPHALT L E DRIVE I T-P I L J DRIVE BLDG 2 54 in ?'. 59 62 TYF. 20' 1 1 1 1 1 11 30''CONCRETESTORM PoEsmz -MIN 47 F n 41 43 44 45 46 48 49 50 51 52 MIN 25 YR 96 HR 110.13 BRICK Q-UKI 0 'A BLDG 3 100YR 96 HR 111.99 WITH BL 55 63 58 24' 100YR 24 HR 112.72 ALUM. inyp 94 wR 111.05 42 BLDG 5 BLDG 4 SPHAL ro 56 57 64 E U�11 Ul UI L-4 n 19 W, 1211 C� WIDE U-3 ... ... ... C4 _IDEWAL,��ZRI C's U_ C14 LANDSCAPING AREA FUTURE RELOCATED I J'i// RIGHT-OF-WAY EXISTING BRICK WALL TO REMAIN ZONING: IC-2 V4 nEASEP'i1,--�'JT OFFIr-1AL " X)IK 4171, PAG�:, Es GOOD H01,AES IFILAZA, A RE"PLA-f P�_,,-�T BOOK :27, J'AGEE 107 0 F" SE' I I ROSE GROVES k P1 INT 21,00K 1-1 I�GE I PLtJ S`C), H, P1kG 116 L0, LOT 43 A X Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 W 407 839 4006 • FAX 407 839 4008 _jT IRB-3932 0 2' 1 '12 LIJ < L1J H LJ 0 X, Li CP CP Sign ummary Specification M.U.T.C.D. ry Number Width Height Desc. 109+3 -FDOT SP EMPHA81 gRVS E 'TYPE -F- TYPE CURB & 7� GUTTER GILI (TYP.) ---LEFT TUR N N LO 00 �ZIt 3. eyy ZONING: P—D iz CD LO LUMNS C ONCE E ten < Q 5 u, 40 0 40 80 SCALE IN FEET ELE ENH W R2-11 24" 30" LIMIT 20 R1-1 30" 30" STOP No. Revision Date Appvd Designed by RC JDrawn by SG I Checked by LIK CAD checked by MT Approved by RC Scale 1 11=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Layout & Materials Plan Drawing Number C100 Sheet of 9 F, Kc)lbl, F.E. PE #41964 Project Number 60933.01 60933 PLOT.dwg P:\60933.01\cod\ld\Planset\60933 PLOT.dwg d r P, ROSE Z, x< 9 5 14 �4 E11-7 P-2' 0 R=111.41 P x �I=108.08 (OUT) r F W�1_11,� LEV J119,,-�-E V_ _qg OF FOOTING ELEV 113---- C TOP OF WAL ELEV- 120 _T1 OP OF WALL ELEV 120 z H 'EV 110 TOP OF ALL 1120 )P OF WALL [LEV 9 TOP OF FOOTING EL� /,5, cu F 1� _. - 1 *1 -) - , , - _ - ____ _.__ 11 V 112---_ _OP OF WALL,ELEV-119 TOP OF FOOTING ELEV, 13 ER TOP 'lug E TQ2 -QF-,,F 6' WOOD FENCE iiI P_DF_,�� I 11.26 0.2" (TYP) 11 0 111.00 __-1 No HP JYP "I i 15� 2.8 x rs Y, Y, 12 19 )Ke .3.51' 1- 111.9.3 12-" PVC YARD DRAT 1 2L.P C _��1111.33 88 F@- W-1 1 1 5 1.00 i PVC .67 113.65 1 112.64 111.88 111.00 111.00 1711 R ng! 1711HIP 17179 171 1771 MI F-511 Hite F71 R� R an, Fill 1711 F1 M n f "p 171 r7i MIT 2 3� J E1-8 P-2 U. 13. 1 El-3 C BLDG 8 Jf BLDG 10 IR=111.41 C R=llZ48 P FFE 114.00 FFE 114.00 f, 197 1917 M IMIT BLDG 11 1 =107.84 (El-7) I = 107.20 (El-2) S FFE 114.00 FRI. , ---BLDG T, BLDG 9 11 =107.84 OUT r'FFE-_�,`l 1 1 107.20 (El-4) FFE 114.00 l 113.0 9112.9 2.9 4 dl� '4 > tl a� 112.3 7 X, �i9l.3�1 a 113.50 T 77 V4 iP . ..... HP 113.54 112.9c F L-f 04 0 - HIP" El --�2 ETD. c lk 2.7 "C 7 11 R=Ili68 P 112.71 2647 4 CL rir z. 1 107 42 IT El- 102.42 M-13� ...... .60 J_ J Q j .0 0 11 4 ---------- L --4AES 1 113.80 3_3 z. I Z. Qb$ 12"-,V 11276 115 Q \C 111.25 �,pfr,35" RCP 113 13' I ff=:� 107. C 112.7 k.-Th 'l 13.44 113.42 BLDG 6\ YI_ `111 - �,66 5 24" RCP RCP FFE 113.80 30" 1 ,, r 119-7 113 :C El-5 c, P Sr SV, 113.11 R=112.21 c P El-1 U 106. 6 �'E Avil 1 7 k r.112.30 P :�i- 7-7 'K,' -7- R= Y1 1 106.74 El-4H __ 1 9170 Y1 -2 I=106.74 E14) T=i07.53 (El-�0 IT ;2 % 1 107.53 MIES 2 -60 HIP BLDG 1 F 4.00L INV.= 106 5 7�" Is, •t 112. El-4 78 o C ' it U1 15.1 U R=llZ53 P RY RETENTION BLDG 2 j � LLl LJ LJLJ f�7 a r I= 106.96 (El-3) 3 '.34 0 FFE 114.00 P N 1- 106.96 rEl FS) C', 113.18 ai REAP STAGE 25 YR, 9 C11 - 6- 110.13 H11 113 111.99 .113.57 BLDG 3 ----100YR 96 HIR F HIP FFE 114.00 HIP ;4- J 100YR 24 HIR 112.72 YI-11 BLDG 4 In YR 24 14R 111-05 BLDG 5 / a- F A- FFE 114.00 FFE 11,4:.00 I li E�7 HJ [A 121 U11 UP ul�l 5 113.38 113.94 112.99 54P 12" PVC 12" PVC 19. 112.22 'j77 113.39 7. 7 Alp, -iT2.95 113.55 113.55 12.31 HIP YARD DRAIN 1 12" PVC 12' r112 8 (TYP) i P7VC111,38 3 113.55 ..... 7- - 113-69 Nj 2.99 ��915 112, 11 HF HP HIP HIP ... ... • 112� YI-1 22 4113.78 i *113.73 YI-2. 3.65 Drainage Structure V(_'.Jh&art )6� 4151, Structure Rim El. M.in El. From Str. Inv.out El. `:-,00i_) HOrAES PLAZiJ, A RR PI 7' PLAT BOOK 27, rr'�At3�E '01 .. ... . ... YI-2 ...... 111.87 109.21 YI-4 ............ 108.77 D ........ . .. YI-3 111.27 YI-4 108.77 YI-4 ....... 111.25 .......... ........ . ... 108.33 YI-3 .. ............ 108.33 ROSlE' HILIL GROVES YI-5 112.76 07.9.3 ............ * ........ . ......... YI-4 . 107.93 .......... .. ........... PIJ T YI-6 112.19 ... ............... 108.98 A-1-Z YI-7 111.93 108.14 Y0_6 108.14 YI-8 ............ _1111111-111.1 .... 113.38 ............ . ..... ...... . ..... ............... 109.14 YI-9 ........... ........... 113.78 ....... ............... . ...................................... 108.92 YI-8 ............ 108.92 CA YI-1 0 ............. . 112.91 ..... ................. . .......... 108.21 . .................. .......... YI-9 .............. 108.21 YI-1 1 . ......... 112.77 ................. 107.84 1 YI-10 107.84 YI-12 ............. 109.26 .......... ...... YI-9 . ......... ..... ..... 109.26 YI-13 .................. .... 111.00 ........... .... ......... . . 108.82 YI-14 111.00 107.96 YI-13 .............. .......... 107.96 .............. YI-1 5 ........... 111.00 ............ . ..... 108.86 . - - -------------- --- YI-14 108.86 ................... .. ......... ............. YI-1 6 - 111.00 .......... .... 109.76 ...................................... YI-15 __ ............. 109.76 ................ YI-17 113.13 110.42 YI-18 ...... 112.99 ........... ............ . ......... 109.84 YI-1 6 . . .... 109.84 YI-1 9 112.95 ............. . . ............................ . . 109.36 ................................ YI-17 .................. 109.36 YI-20 112.95 11-1-1- ....................... . .. ..... 108.72 ........... YI-18 108.72 ..................... ............... YI-21 112.83 108.08 1 YI-19 .......... . - 108.08 . . ............. YI-22 112.89 ............... 109.96 ILI ROSE H� C; R O\IES p,l r 3 D., v I L0 T 4 GENERAL NOTES: 1. ALL STORM WATER PIPE JOINTS WILL BE WRAPPED WITH FILTER FABRIC PER F.D.O.T. INDEX 280. 2. ALL STORM INLET TOPS WILL BE PRE -CAST. 3. 100-YR OVERFLOW: -AT STORM EVENTS GREATER THAN 100-YR FREQUENCY, ADDITIONAL RUNOFF WILL BACK FLOW FROM INLET E1-8 AND DISCHARGE TOWARDS GOOD HOMES ROAD, THEN NORTH IN THE ROAD SIDE SWALE. THE PROPOSED FINISHED FLOOR ELEVATIONS ARE GREATER THAN ONE FOOT ABOVE THE LOW GRADE WITHIN THE GOOD HOMES ROAD RIGHT-OF-WAY. > X u. Q 7 < I'Z M I \ 40 0 40 SCALE IN FEET 0_ Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. Revision Dote Appvd. Designed by RC Drawn by SG 11hecked by JK CAD checked by M T Approved by RC Scale 1 11=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Grading & Drainage Plan Drawing Number C 0 80 Sheet of 7 A, rKoI6, PZ,- Project Number �PE :Jf41964,` - 60933.01 60933 PLOT.dwg P: \60933.01 \cad\Id\Pianset\60933—TYP—PONDSEC.dwg ■ ■ ■ ■ r ■ ■ ■ ■ ■ 0001_ ■ ■ ■ ■ ■ ■ 111.33 / 112.96 YI 15 111.26 111.00 12' PVC HP E1-7 P-2 1 e 0 Ell 0 0 1 0 I=108.08 (OUT) E1- 8 P-2 BLDG 11 R=111.41 C ° 96.97FFE 114.00 I=107.84 (El —7) - I=107.84 OUT ° 112.94 -/ xj I ' I / / Q ?.9e O 8 7 6 5 4 3 2 1 -1 I I l 1 11 F d/ ,, ;i' �iw; I '��?: I ;n'. I •fir>': 112.71 ,.;.; i .71 \ If i 112112 47 " \ HP ;!Y_ - � •`� _ - � ..tr . v• �£' _ +P?t _- - c a . 'r � .�`«.sjY'PfTay� ' i d� W 36 , R C P 'PRIVATE RIGHT �= ^T ,: I V. 107. 5 S tx -,'.'!E';�f�:...R:E?; Ef.>;i, F.•:. ;?i"�ufs_-ry.-,rtr :.iT• .r - LL1 k�' .i �'%: �pi.a. tea.;„ ?,v..,'.. 'z�•.�.�.x�, IEs t `�5xlcr �;",'=stir:-6''>'�"� ... c:•z';��r�r �:�i�+�'T . "t . yU,;�;,"- air. - ��i=J:•. ��s��fi«v% s��$��Ek:;�'" _ — / V :.,..t IJ. /. u I 106.56 {E1 ) Q 106.5 :. V f' MES 2 112.78 1',y� :� vn �IN.,(' kUr��,'{ ��'�' � S � y = \O� � I All Q =�^ 1�1J. I MIN/RETENTION = i POND— a N{��t+jai ��— ,,�: Ii.n , = STORM .PEAK STAGE \ O 99 25 YR_96 "4 R 110.13 1-0- YR 96 H R 111.99 100YR 24 HR 112.72 a 10 YR 24 H R 111.05 = o� , :d r ■ ■ NNNN ■ ■ ■ ■ MOON ■ ■ i b 01 r f, 99.13 I i 20 0 SCALEiN Ex IHALF SECTION SOD VARIES TOP OF BANK I GEOMETRIC CONTROL FOR CONSTRUCTION POND BOTTOM 2.0% (MINA 25' VARIES EXISTING Pond Typical Section - No Liner N.T.S. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 No. Revision Date Appvd. Designed by RC I Drawn by LL I Checked by JK CAD checked by Approved by Scale 1" = 40' Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Pond Sections Drawing Number C201 Sheet of ieph F. Kolb,. F,5, PE �,4x964•' Project Number 60933.01 P: \60933.01 \cad\Id\Planset\60933—AERIAL.dwg t Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 No. Revision I Date Appvd. Designed by RC I Drown by LL Checked by JK CAD checked by Approved by Scale 1" = 40' Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Aerial Overlay Drawing Number ('-�/'202 J' Shee•t of Joseph F. Kolb, RL Proj�:ct Number PE #41964 60933.01 P: \60933.01 \cad\Id\PIanset\60933 PP-WOD.dwg , LLJ > I W r LLJ 'A p n n n n PI r0 _1 r �' R111841 P c -DEMO' EXISTIN « A BLDG 11 ' El -3 c BLDG 10 O`r- - ='',°r rf•, _< BLDG 8 � O �' r�- 1 � °, ID�WALtC FRO R= 12.48 P _ rt a Inn tl [L_ �x I �-� � BLDG 9 � `�kJ01N.'T; l'0 JOIN D_MO PAVEMENT °ti;; {mil -_■j I - I �� I ».,1'_e[ I AS SHOWN. SAWCUT 3 N I - I p •, EDGE OF PAVEMENT S I I 1 I. , fi t 1-" f ,` t^0 R CLEAN EDGE y O f, I i , I. - - -� - , / ,i I rYP 0, 7 l [ _ O a °i t7 a t# ;: t _ it O }F /. a 1. ui J •y - - - 1- cpIf _ - y:. 4 i - i e< 1 i r n' t < y : 1D6 U10 -n 05 Ir - _ ; fys i . a n- O -. 1= - 0 � k , 1 u e F- • -D i r /[ Y i r 3 • _ r _ _.. f Ij 1 �- �S ............. � : ' � ZONING: f - • 1 i .. .. _ •'r 1. .-, ::: k,.:'. . - •': r-n as .., 1y .:a. _ _ '. -; •{ 1 P I e 'r Z pr ti 112.E , l •/ ti I. - - - - `.5 , i :car. <.o.,x";~:ra,, ti,r+•' 1;'r-.,r! /1/G11 • . - •; : x - - ._ ._ . - - -. •_ .. s -1 t r 5 5 <; .; - _ �r BLDG 1 - N SMH 4 rn C J { �ii&• _ _ <:,x.: _ ... •_- (I s 1h� ":, sirs;,'.: .: ...:.z _ �rtitl'' 'e;"ra.l _ 1 ggd t',E1-4 C U,RY RETENTION �BLDG 2 SMH_3 R=112STORM 6 .94 =111.24 pNP51AGiH-7 25 R 96 H110.13Y1`1 C ( 4;r, (,113.07 ] ■ 100YR 96 HR 111.99 BLDG 3 100YR 24 HR 112.72 10 YR HR 111.0524BLDG 4BLDG 5 ' t( fI6 _ , 7 ` s / j ;�ij •Y'} Fn -1 YI-9 SMH-5 - HJ E12 YI-1 1 1 ZONING:-2 Drain Structures Chart Sewer Structures Chart 1 I e Station Offset Structure Station Offset x Structure ( 1'YP ( [ E1-3 C 100+31.74 0.00 SMH 1 `:106+82.42 3.93 R El -4 C 102+72.92 0.00 SMH 2 `:105+37.90 13.57 R E1-5 C 105+41.28 0.00 SMH 3 105+37.90 ? 99.45 R 40 0 40 80 E1-6 C 1107+21.74 0.00 SMH 4 103+04.34 1 10.03 R E1-7 C 108+62.03 14.00 SMH 5 i 103+04.34 = 83.43 R 4 4 8 E1-8 C 108+62.03 14.00 SMH 6 100+30.19 1 17.09 R SCALE IN FEET ZONING: R--1 A i al 10 9 <q I (E1-7 P-2F IIR=111.41 P Vanasse Hangen Brustrin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. Revision Date Appvd. Designed by RC I Drawn by SG (Checked by JK CAD checked by M T Approved by RC Scale t 111_tl01 Dote October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Aloha Court Sta. 100+00 to Sta. 109+31.57 Drawing Number C300 1 d J Sheet of 196p' Project Number ��ff 60933.01 60933 PP-WOD.dwg P:\60933.01\cad\ld\Planset\60933 PP—JFK.dwg X�1 I �1?4 -4H2130 5 13 a a :Ul \U'L:� 11 1 i 4 0 IM 171 M M I rq El BLDG 8 u. BLDG 7o X 'Z f Q� Fs 4 OCI. t!10 E BLDG 6 77,7771 7 ""�777, 777777777,7' JLZ Y 4 7 IT 'v L-J I J I I LL I �1 I BLDG 5 BLDG 4 ED tjr U Lit v UN U, W J X`1111�� mot- I I Drain Structures Chart Structure Type Station I Offset E1-1 C 201+56.77 77.33 R El —2 C 201+63.87 36.07 R Sewer Structures Chart Structure Station Offset SMH 6 202+03.08 40.48 R SMH 7 !201+65.44 48.89 R SMH 8 1200+24.68 9.92 L SMH 9 1201+71.83 139.48 R SMH 10 '201+54.54 188.03 R EX. MH-11 '201+52.66 240.63 R 40 0 40 80 4 0 4 8 SCALE IN FEET A OHA COURT Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. Revision Date Appvd Designed by RC I Drawn by '5C 1(,hecked by L/K CAD checked by MT Approved by RC Scale 1 "==401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Aloha Court Sta. 200+00 to Sta. 202+07.35 Drawing Number t'3 01 j- Sheet of ph F. Kolb, P.E� Project Number PE:�419614 60933.01 60933 PP-JFK.dwg P:\60933.01\cad\ld\Plonset\60933 PLOT.dwg I I I " 719 X 300K I 3,� PAGE X, PLA D X ZONING: R-1A 5 fr 13 0 6* WOOD FENCE 33 13 13 13 13 :3 13 13 ri 113 061 0. 2' N n7f rM 1771 U71 P.1 MT n g.] r�l 09 M 1771 RF In, of ID M n7l to F-11 F1 0 BLDG 8 BLDG 10 BLDG 11 El Efl F5 ncl� BUILDING FIRE DLL/V-7 "VIN DLLJk7 V TO BE DONE BY FIRE SPRINKLER CONTRACTOR SMH- 6" SEWER (1) 10" x 4" TEE I R=112.53 (TYP.) (1) 10" x 6" TEE SERVICE 1 108.25 FIRE HYDRANT ASSEMBLY 3/4" WATER (1) 6 (TYP. (2) G.V. & BOX (SMH-2� 7� _IQ p� / ,,,,:�:,�,.''' SERVICE -(1) 10" x 4" TEE F FIF] (TYP-) Fln pa I L (TYP.) (2) G.�L---& BOX 72 -3s. j 77 T > t -�v - ----- ; -zz au, -,,z z: 71 T-f an= T qP (RH V H T goIj 286' FR. _; V -C qP P;*1 §X N S,ti� �0�0�- _2�7- BLDG 6 SI: +SN V @ 110.2 777- - 4z 0 M L II VIC", SMH-2 R=112.43 'S' -�- Aw- V 1 =107.86 (SIVIH-1,�l ... T 107.86 (SMH-3 SMH-4 VLJU A I 771 77 R=112.94 ZONING: J 117, C-2 >0 SMH-2 BLDG OC) 107.11 SMIA-5 N J 1 107.01 SMH-6 L 1 107.11 Lf. a. RY RETENTION SIVIH-6 3:: BLDG 2 z SMH-3E) Ld SMH-7 LLJ POND R=11Z94 V) R=112.24 V) z Eq 3�1 R= 113.07 4 11 108.72 (SIAH-2, I 'L i LAJ 1 106.23 SMH 4 kz- 7 V) I = 105.93 �SMH-8 I= 106.13 RMH- 31 R I = 105.93 SMH-6 V) _i1 ► z BLDG 3 1 105.83 SMH-9 4" D.I.F. RFjMOVE EXISTING (n BLDG 5 BLDG 4 WATER LINE�- 10" B.O.V. & CONNECT Ed Irri M L11:11 Uld M (1) 2P6 9 14 REDMtA (1) 10" x 2" TEE IJ T[� 10- D.I.P. WM G.V. & BOX 112' - 8" PVC 4 IRRIGATION LINE SMH-5 ... ... EXISTING PVC WM 7 SEE IRRIGATION PLAN R= 113.15 ... ... WM [I= 107.85 (SMIA-41 F.QR DETAILS_. _A -SMH-10____. "R 4; R=112.70 R=-112.,90---- - 1 105.05 (SMH-9) 1 =105.46 (SIAH-7 EXISTING I =105.36(SMH-10, U'� LIT 8" PVC SS ZONING: `C-2 GENERAL NOTES: EXISTING MH-11 INV.= 104.71 1. IRRIGATION WATER SOURCE WILL TRANSFER FROM POTABLE TO REUSE (NON -POTABLE) WATER WHEN IT BECOMES AVAILABLE. 'GOOD PLAZ/ A R" IP; a- 37 9 PLAT BOOK 97, 'R�t"V3'E' L 0 "r it"OSE 111LL G1R10`+,2T„S:J I PLAT BOOK Ht PAG7'i_-__ 4,5 SMH_8 R=112.92 I = 106.31 (S 3 12 % 80,0 i Lo'�' 44'�" I W1 40 0 40 80 SCALE IN FEET =r' Vanasse Hangen Brustlin, Inc. �i t'; Transportation Land Development Environmental Services f ZONING: P-D '- 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. Revision Date Appvd. ji Designed by RC SG 'Checked by Checked by JK CAD checked by MT Approved by RC Scale 111late 401 October 8, 2004 Project Title= pi II The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Utility utility Plan epic F. Kolb, P.E. PE #41964 Drawing Number C400 Sheet of Project Number 60933.01 60933 PLOT.dwg P:\60933.01\cad\Id\Planset\60933 DT—SITE.dwg INTERLOCKING CONCRETE PAVERS ASPHALT PVMT, (PER CIViL ENG-r:.) "HOLLAND STONE" iN ROWLOCK SAND INTEGRAL COLORED CONCRETE INTERLOCKING CONCRETE PAVERS SAND SROOM FINISH "UNI-DECOR" EXPANSION JOINT U)/ SACKER ROD 4 COLORED CAULK (TYP) P SAND SETTING SED 2'-0ll 1/0" R (TYP) 4" GREY CONCRETE S,O.G. 4 - ` ao o . J d \ Q •4 4- jo d b• !. A d 41I. 811 � ... •' rl 3,04 SARS CONT. roll X roll Ua/10 WU)F INTEGRAL COLORED CONCRETE 2 04 BARS CONT, SCORED AS INDICATED SEE PLAN COMPACTED SUSG-�RADE ROCK SALT FINISH roll X roll 10/10 WU1F BRICK CAP- SEE DETAIL BRICK WALL IN RUNNING BOND. JUMBO BRICK. m `r E6 @ 32' O.C. - 50% OF BARS TO EXTEND TO EL +4'-V, ALTERNATING 50% OF BARS SHALL EXTEND FULL HEIGHT OF WALL. FINISH GRADE Illll� IIIII �►, I a4. 4• '4 a a 3 - 95 CONT. W/ E4 0 320 O.C. BOTTOM TRANSVERSE COMPACTED SUB -GRADE Wall Section - Good Homes Road 1/4" C 11 An Section Thru Pavers @ Entrance N.T.S. DRIVEWAY EXPANSION U3 JOINT SIDEWALK © 0 APPROACH STREET CURB & GUTTER NOTES: Q CONCRETE TO BE 2500 PSI Q APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH OR FIBER MESH. Q 1 x 4 USED AT EXPANSION JOINTS TO BE PRESSURE TREATED. ® ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE MORE OF CONCRETE COVER. Q SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK WIDTH. NOT REQUIRED IN DRIVE. Driveway Approach 11 /95. N.T.S. Source: City of Ocoee Utilities Department 600 \ ( II {I {I 1 BRICK CAP. SEE DETAIL r _ 1 -25 REBAR 8x12x12 C.M.0 GROUT CELLS. 4- E6 VERTICAL, ONE EACH CORNER PROVIDE E2 CLOSED TIES 0 IV O.C. o yp'n BRICK WALL IN RUNNING BOND. m JUMBO BRICK. COLOR TO BE SELECTED. �J L� FINISH GRADE r 5 -E5 EACH WAY, BOT. a _ SEE STRUCTURAL DWG& r- ♦,� 4 • ,a \ice\iF Ila ° 4 ,✓i a - ° 4 '� - o . ♦ pp• 4 ° ° ° 4 ♦ 111 IIIII IIIIN � III11 I I 4 TOP SOIL �iill � �I� III11 I111 COMPACTED SUB -GRADE CLEAN Brick Column Section- Good Homes Road Sidewalk Section 1/4" =1'-A" N.T.S. 95% MODIFIED PROCTOR x DENSITY. NOTE: PLACE SAWCUTS AND/OR CONSTRUCTION JOINTS AT 10' O.C. _ �JoTnt SeaO 1 ^' ♦Concrete Concrete) > i Gutter Pavement 1 AExp. Joh1t And Joint FBIe13 D Applies to both high and low akles of pavement. low aide shown, Expansion Joint Between Gutter and Pavement N.T.S. INTERLOCKING CONC. PAYERS — INTEGRAL COLORED CONCRETE BAND. — EXPANSION JT, W/BACKER ROD P SAND SETTINGS BED d COLORI=D CAULK (AFTER COMPACTION) 5" GREY CONC. — INTEGRAL COLORED CONC. ROCK SALT FiNISW. 2411 a° a. 4 6" X 10/10 MF (TYP) COMPACTED — SUBGRADE Section Thru Pavers N.T.S. TYPE F CURB & GUTTER T- 2 I_ TOP OF CURB (TYPE F) GUTTER —� Curb Transition N.T.S. 3' TRANS. I I 1 PLAN 3' TRANS. i PROFILE 6"X611 10/10 ULIF (TYP) 2 - 03 BARS CONT. /� BLUE CCNc. WALK 4' a �\ c� 7 wSTOP \` `4 FWHITE BLUE _ FDOT RATED TRAFFIC ` •PAINT--� \ p, PPItIDNG BY PERNR H \ ONLY `- W4NDICAP SYMBOL \ (� 1250 FINE l� 0.08T•;. lI F.S. 31&14 J 3'6 GALVANIZED STEEL PIPE I 12' i�r 1 I —Ig8'e GALVANIEDD STEEL PIPE w/ 250D P.SI. CONCRETE 1 10 PAINTED YELLOW 18• cJ %�;r EXPANSION JOINT PARKING BY IF ADJACENT TO CONCRETE) 75' OIA DISABLED 1' SLOPE CONC. WALK OR PAVEMENT PERMIT ONLY 3.0' O.g' R 8 WHITE PAINT 1250 FINE IjI 1 F.S. 318.14 .? NCREtE s' BASE ��—s/e' . srm BAR TteRu Posr 1r D0. I. ALL SIGN LETTERS ARE 1' SERIES 'C' PER wua.ca. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTOROIED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REF ECMIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHAD. HAVE A REFLECTOR1Zm (ENGINEERING GRADE) WITH BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLEC1DRIZM (ENGINEERING GRADE) WHITE BACKGROUND WiTH BLACK OPAQUE LEGEND & BORDER. s. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M.UTC.O.) 7. SIDEWALK IS FLUSH WITH PAVEMENT AT ACCESSIBLE ROUTE 8. STALL PAVEMENT SLOPE SHALL NOT EXCEED 2X IN ANY DIRECTION. Accessible Parking detail N.T.S. 8" roll CAST POLE 9,. CAP i/'\ Joint Seal p o 0 r Lo Do ti ��"R � Conc. Pav t. ROPERTY 1„ �NE 3/4„ 'IExp. Joint And ALL FASTENERS Preformed Joint Filler U TO BE ZiNC TYPED PLATED STEEL 9 *Note: For use adjacent to concrete or flexible pavement, concrete shown. \3 6'X 14" PRECASE CAP o Expansion joint, preformed joint filler and joint seal are required —3/4' CHAMFER MATERIALS: on concrete pavement only. �' j(Tn') CONCRETE: CAST CANTI BOND BEAM COMPRESSIVE STRENGHT — 3000 PSi LEVER BRACKE roll 1 —roll W. W/2 — #4 REINFORCING STEEL: 15" 4 BRICK FACING ASTM A615, GRADE 60 COLOR MATCH EXISTING WELDED WIRE FABRIC: d ASTM A185 OR v CMU WITH TRUSS FACING BRICK: 36' % URBAN // TIE REINFORCING EVERY ASTM C216, GRADE SW SOLID 5' RURAL 7° $td. OTHER COURSE / 6" Min. 1, ASTMC$270, TYPE N OR S i JOINT REINFORCING: / 1 c ASTM A82, GALVANIZED TRUSS 2'-0" TYPE REINFORCING, 9 GAUGE WITH $ ADDITIONAL BAR IN BRICK WYTHE 2' X 2 GALVANIZEG9 . *Note: When used on high side of roadways, the cross slope of the �-#S CENTERED IN A FULLY A'ssTVM c476, GROUT CORES iN STEEL POST gutter shall match the cross slopCORNER AND 5'-0' CLEAAIOUTS ARE PROVIDED. e of the adjacent pavement �/ GROUTED CORE TYPICAL CLEAN MAXIMUM LIFTS UNLESS the thickness of the lip shall be 6", unless otherwise shown O.C. MAX 10. PSI CONC (MIN) on plans. �'•4 3/4" RADIUS TYPE F i SLOPE TO DRAIN FIN GRADE —2% MAX i a °/�i♦\//�/i. Slope To Fit 10" Driveway * J �— ., POSTS MAY BE DRIVEN - -,�" ,r %� /i /i /i /i /i /r /r 7JN Std. \\.'e\�\\, i \ \\ \\ \\ \\ \\ IF PLACED IN POSTHOLE, I�iI�J dIIL III II=JI IJI�IIE fi* -�"'`� 6' Min. FILLED I/\�/\�/\�/\\�/\�% FiLLED AND COMPACTED COMPACT SUBGRADE TO 6 6 _ 10/10 WWF 111 � \ �\ �\ �� WITH CLEAN SOIL MIXED I 2'-0" �. /��//�//�//��/ WITH 2OLBS. PORTLAND \\i\\\�\\\�\\ CEMENT. *See Note Above. \�\\\\� 2'-s' K 1-0' THICK CONCRETE FOOTING Note: To be paid for as parent curb. DROP CURB NOTE: 7 FT BUFFrx wALt_ nou nr 1 ASURED FROM THE FIwsN GRADE ON WHM EVER SIDE OF 7W WALL IS HIGHER, FRONT OR BACK. Concrete Curb and Gutter Typical Buffer and Wall Section- Northern Property Line Street Name Assembly N.T.S. N.T.S. N.T.S. 3.5' Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. Revision Date Appvd. Designed by RC I Drawn by 5c f Checked by JK CAD checked by MT Approved by RiC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Site Details Drawing Number C500 Sheet of V /6.J- p.-K(�1b, PE �L4A-J64 Project Number 60933.01 60933 DT—SITE.dwg P:\60933.01\cad\Id\Planset\60933 DT-DRN.dwg 3'-4" 4„ 54/ 'j I _ 2'-0» I ��5 --r1.2 i� - - GrateJo- 7 * A oo, 2" Cl. Eye Bolt CL- See Index 201 _ 2T1 2'-0" 2111 -d N in o U L0 • -_ I . .- L = o r_ 1 C"!4 „ -Goo -'� #4 Bars @ 8 .-.- I 8 -► -d _ o 6 12 Ctrs. c, X -a 5 SECTION �I � PLAN ►O o Recommended Maximum Pipe Size: W 2'-0" Wall-18" Pipe 45 3'-l" Wall-24" Pipe d Type C 3'-1" (5 Type C 2'-0" TYPE PE C Type D 4 -1" v Type D 3'-1" A„ � INLET Type E V-6" Type E 3'-0" 8.1 " 8-E - --- _ m 11 Straight Bars 2"X Reticuline Bars 1 4 16 1'/x all Bands ly x Till Approx. Weight 100 Lbs TYPE C STEEL GRATE Manhole Frame and Cover N.T.S. a� L U 8n ,y Unless Otherwise 0° Unless Otherwise Shown On Plans a Shown On Plans NOTE: Alt. B Structure Bottom Only. See Index No. 200 STRUCTURE BOTTOM FOR INLETS TYPE C, D & E GENERAL NOTES 1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, medians and other areas subject to infrequent traffic loadings but are not to be placed in areas subject to any heavy wheel loads. 2. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than those recommended must be checked for fit. 3. All exposed comers and edges of concrete are to be chamfered. 4-: C •� Lc) X �- a� -0 0 0 a� Cn N Q -� 0 o Li- in o 0 '-z:2 3 4" A A OC) 2:T 2 -O 240 ^ --� ! 1" 3"-4"" 54a - 5T -2,-0," Grate -tea II 2" Cl. Eye Bolt �- _ See Index 201 U N --�.#4 Bars @ 12" Ctrs. SECTION 2'- " 14 Spaces r 15 Bars Band 8" n col PLAN Recommended Maximum Pipe Size: 2"-0" Wall-18" Pipe 3"-1 " Wall-24" Pipe Ditch Bottom Inlet - Type C N.T.S. Straight Bars 2"Au 311 Reticuline Bars 1 4 16 ill x Bands12rrx Orr Approx. Weight 100 Lbs. DIMENSIONS & QUANTITIES M GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) D X A B C E F G Single Double Triple Quad N Standard Extra Single Double Triple Quad Single Double Triple Quad Pipe Pipe Pipe Pipe Weight Pipe StrongPipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 15" 2'-7" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.63' 7.21' 9.79' 12.37' 1.19' 0.40 0.61 0.80 1.00 9 11 ;, 12 14 18" 2'-10" 2.36' 5.12' 7.48' 5.03' 9" 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.47 0.69 0.91 1.14 10 11 13 15 24" 3'-5" 2.53' 7.18' 9.71' 7.03' 11' 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 0.60 0.90 1.21 1.52 11 13 16 18 30" 4"-3" 2.70' 9.25' 11.95' 9.03' 13' 2.00' 6.08' 10.33' 14.58' 18.83' 1.29' 21 /2" 3" 0.76 1.19 1.63 2.07 12 15 18 21 36" 5'-1" 2.87' 11.31' 14.18' 11.03' 15' 2.24' 6.67' 11.75' 16.83' 21.92' 1.33' 21 /2" 3" 0.89 1.48 2.05 2.63 14 17 21 24 42" 6'-0" 3.05' 13.37' 16.42' 13.03' 17' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 21 /2" 31 /2" 1.05 1.82 2.57 3.34 15 19 23 27 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19' 2.65' 7.83' 14.58' 21.33' 28.08' 1.42' 21 /2- 31 /2" 1.21 2.15 3.07 4.00 16 21 27 30 54" 7'-8" 3.39' 17.49' 20.88' 17.03' 21' 2.83' 8.42' 16.08' 23.75' 31.42' 1.46' 3" 4" 1.39 2.55 3.72 4.88 18 23, 28 33 60" 8'-6" 3.56' 19.55' 23.11' 19.03' 23' 3.00' 9.00' 17.50' 26.00' 34.50' 1.50' 3" 4" 1.59 3.02 4.44 5.86 19 2511, 31 36 A 6.42' A 6.25' DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS. 010.40' O 10.10' DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS. 0 O CONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW. Or Round Corners "1 Concrete Slab, 3" Or 5�" Thick, a,, Reinforced With WWF 6x6-W1.4xW1.4 TOP VIEW -SINGLE PIPE C� /,--Sod-""'/ Slope r Gepfe ercl Attes No $ Se 2 3"Or5tl� 3'At& C Deepen Around Outside Edge Of Pipe For 5 Slab �T * •• B 'DV Concrete o Pipe Connect Saddles * ''� Side Ditch Gradel I 2' I I Not Less Than D i- - #4 Bar No Pipe Joint Permitted (g" 5' Sod Unless Approved By The Engineer E *Slope: 4.1 Miter. To I Pipe For Pipes 18" And Smaller. Paid For As Pipe Culvert F (Pipe To Be Included i~ Under Unit Price For Mitered End Section) h 2:1 For Pipes 24" And Larger. ° 2:1 Miter. To I Pipe For Pipes 18" And Smaller. 1:1 For Pipes 24" And Larger. Cross Drain Mitered End Section N.T.S. Sod-11" �� LO V) y- Lo Concrete Reinforc( eveled Or Round Corners HALF SECTION SOD VARIES TOP of BANK GEOMETRIC CONTROL FOR CONSTRUCTION POND BOTTOM 2.0% (MIN.) 1 25' VARIES Pond Typical Section - No Liner N.T.S. Cast In Place or Precast Concrete, Se N Note 4-.--, L LLL rrrrrrr rrrrrrrrr rrrrrrrrrr rrrrrrrrrrr ISTORMWATER I'- r rrrrrrrrrrr rrrrrrrrr rrrrrrrrr rrrrr r i MANHOLE COVERS N.T.S. MANHOLE FRAME & COVER FOR USE IN PRIVATE PROPERTYt U.S.F. 420G-(S.W.) OR APPROVED EQUAL `2' Dlaf3 '-6' Or 4 %'. o� Cu SECTION I 'I TYPE 8 MANHOLES F 3/4. �- STRUCTURE TOPS 25' _ 23' 2' 205/8' If 7 Y 1 241/2' s 36' FRAME - TYPE I N.T.S. NOTES (TOPS, FRAMES, AND COVER) - ---- 1. ALL STEEL BARS SHALL HAVE 11/4' MINIMUM COVER UNLESS OTHERWISE SHOWN AND SHALL BE HOOKED WHERE INDICATED. 2, MANHOLE TOP TYPE 7 SLABS SHALL BE OF CLASS II CONCRETE. CONCRETE AS SPECIFIED IN ASTM C-478 MAY BE USED FOR PRECAST UNITSj• SEE GENERAL NOTE NO. 2. 3. MANHOLE TOP TYPE 7 SLABS MAY BE OF CAST -IN -PLACE OR AND IN LIEU OF DOWELS. FRAME AND SLAB OPENINGS ARE TO BE OMITTED WHEN TOP IS USED OVER A JUNCTION BOX, FRAMES - ---- r CAN BE ADJUSTED WITH FROM ONE TO SIX COURSES OF BRICK. / 4. MANHOLE TOP TYPE 8 MAY BE OF CAST -IN -PLACE OR PRECAST PRECAST CONSTRUCTION. THE OPTIONAL KEY IS FOR PRECAST TOPS CONCRETE CONSTRUCTION. FOR CONCRETE CONSTRUCTION, THE ab, 3" 06- " ThRk, CONCRETE AND STEEL REINFORCEMENT SHALL BE THE SAME AS With WWF 6x6-WI.4xWl.4 ;nl ii Sod THE SUPPORTING WALL UNIT. AN ECCENTRIC CONE MAY BE USED. 5. MANHOLE TOPS SHALL BE SECURED TO STRUCTURES BY OPTIONAL TOP VIEW -MULTIPLE PIPE CONSTRUCTION JOINTS. 6. ALL MANHOLES AND INLET LIDS SHALL BE RATED HEAVY DUTY, Manhole Frame and Cover FDOT INDEX 272 N.T.S. TVanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 No. Revision Date lAppvd Designed by RC ( Drawn by sc ' 3-hecked by JK CAD checked by M r Approved by RC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Drainage Details Drawing Number t"600 Sheet of ua;. ph F. Kolb; P.E,� PE #Z96�t Project Number `•t 60933.01 60933 DT-DRN.dwg P:\60933.01\cad\Id\Planset\60933 DT—DRN.dwg i i__1_l... L .. ..... ... . . SURFACE TREATMENT VARIES _ 8„ n A.. 4a _ o'..- 4 °...o O.. a.o NX SCHEDULE 40 PVC PIPE FLOW - .-- Landscape Drain (LD) N.T.S. FLUSH GRATE DOME GRATE r8 - CONCRETE COLLAR COMPACTED GRAVEL COMPACTED SUBGRADE \_ PVC BEND PIPE PER PLANS Source: VHB 6 /03 REV LD-193 I Imo- Inlet Type 2 Symmetrical About ° Ot 1 ro i 2' Dia. Cover See Slab Reinforcing 6,,, o Inlet Detail This Sheet. oo / I B 6„ d B L - _J 5" 0 Concrete Support Post 10'-0" 3'-0" 13'-0" LA PLAN (INLET TYPE 2 SYMMETRICAL ABOUT �) To Be Paid Limits Of Inlet Construction To Be Paid For As C. & G For As C. & G. F.L. Of Gutter - I o �j �j Q i 3'-0" 10'-0" 3'-0"_ 3'-0» Gutter Gutter Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT �) t` 4'-0" 1'-6" 1'-6" 1 � Co See Note 5" 0 Concrete No. 4 -7 .� Support Post ! '- 6" Concrete Or »I 3-6" " 6 6' 8" Brick. _ - I - ,� DIMENSIONAL SECTION INLETS TYPES 1 AND 2 Curb Inlet Top Types 2 N.T.S. #6 Bars Unless #6 Bars @ Otherwise Shown 9" Ctrs. 6" 6" 9" 9" 3» �- #6 Bars @ 9" Ctrs. #6 Bars,_: #4 Bars @ 8 Ctrs. ! I#7 Bar-4"�4'� . Both Ways « #4 Bars @ 8" Ctrs. 3'-6" Diameter REINFORCING SECTION 3'-6" DIA. STRUCTURE BOTTOM (SECTION AA) #6 Bars Unless #6 Bars @ 9" 6" 71 '71& 3" Otherwise Shown '(9" 9 Ctrs. f - • r �--#6 Bars @ 9" Ctrs. #6 Bars #4 Bars F 4'j- @ 8" Ctrs. #7 Bars Both Ways � 14 #4 Bars @ 8" Ctrs. 4'-0" Diameter REINFORCING SECTION 4'-0" DIA. STRUCTURE BOTTOM (SECTION AA) 9" _I_ I_ 6" 71h" 1Ole #6 Top Bars ,t 1'-10?" 7" 3?" #6 Bottom Bars 21 " For 3'-6" Structure Bottom #7 Bottom Bars---,, f"31" �g?" For 4'-0" Structure Bottom #6 Bars @ 9" Ctrs. I $! M r—A #6 Bars @ 9" ( I #6 Bars i Bars Bac< Of Curb � #6 Bars #6 ' � - Face Of Curb #6 Bars @ 9» �A 5" 0 Concrete Support Post INLETS TYPES 2 AND 4 SLAB REINFORCING GENERAL NOTES �- I I I� ✓ ... I t° � 1. The finished grade and slope of the inlet tops are to conform with the finished cross slope and grade of the I I CD proposed sidewalk and/or border. I #4 Bars @ 8" Ctrs. i/ I 6" DIMENSION & REINFORCING HALF SECTION TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) TRANSVERSE SECTIONS FOR INLETS TYPES 1, 22 3 & 4 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Bend steel when necessary. 3. All steel in inlet top shall have 1174" minimum cover unless otherwise shown. Inlet tops shall be either cast -in -place or precast concrete. 4. The rear wall 'portion of inlet tops Types 1, 2, 3 & 4 may be constructed with brick. Dowels to top slab required. 5. For supplemental details see Index No. 201. 6. Only round concrete support post will be acceptable. 7. These inlets are to be used with Curb and Gutter Types E and F. Locate outside of pedestrain crosswalk where practical. 8. For sturcture bottoms see Index No. 200. 9. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type_), Each. E n, ate+ U o° m to L m L'' Q rn a_ �40 U m� Vanasse Hangen Bru:stlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 No. Revision I Date Appvd Designed by RC (Drawn by SC (Checked by JK CAD checked by MT Approved by RC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Drainage Details Drawing Number C601 Sheet of Project Number 60933.01 60,933 DT—DRN.dwg P:\60933.01\cad\ld\Planset\60933 DT-WATER.dwg GATE VALVE - TEST COCK THREADEp NIPPLE TYP FINAL GRADE FROM MAIN BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY - GATE VALVE - NION 2 REQUIRED) ?00 BEND 2 REQUIRED) TO SERVICE NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. Reduced Pressure Backilow Preventer N.T.S. Source: City of Ocoee Utilities Department GATE THREADED NIPPLE (TYP.)- FINAL GRADE -III-III-III-I i I-i! i- III-III-III-III:=,III,;,II FROM MAINr 18" WIDE BY 6" THICK PAD UNDER ENTIRE ASSEMBLY WITH #4 BAR 12" ON CENTER EACH WAY GATE VALVE UNION (2 REQUIRED) SSEE NOTE 2 90' BEND (2 REQUIRED) SUPPORT 3" AND LARGER) (2 REQUIRED) I I,,;,I :III-1 I I.I I I.I I I �SERVI E NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL. 2. UNIONS WILL BE REQUIRED FOR 2" DIAMETER AND SMALLER ASSEMBLIES ONLY. 08/90 Double Detector Check Valve Assembly N.T.S. Source: City of Ocoee Utilities Department MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). * PIPE SIZE 6" ' 8" ' 10" I 12" 116" ' 20" ( 24" 130" I 36" 900 BEND 45 59 69 81 102 123 141 167 189 450 BEND 19 24 29 34 42 51 58 69 78 22-1/2 ° BEND 9 12 14 16 20 24 28 33 38 11-1 /4 ° BEND 4 6 7 8 10 12 14 16 19 PLUG OR BRANCH OF ME 92 120 145 205 -- -- -- -- -- NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: P.S.I.* SOIL DESIGNATION: LAYING CONDITIONS: 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. Restrained Pipe Table N.T.S. Source: City of Ocoee Utilities Department 03/17/99 4' x 4' PRECAST FINISHED CONCRETE VAULT CAST IRON FRAME GRADE 36" SQ. /-AND COVER WITH ACCESS LID. 4' MAX. 17-1/4" I/GROUT I / Go . :. PREMOLDED PLASTIC 2" VALVE (TYP.) JOINT FILLER 5' WALLS (MIN.) - 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT FOR FORCE 2" NIPPLE - MAIN OR WATER MAIN 2" GATE AS REQUIRED VALVE SEE NOTE 2 2" NIPPLE V SERVICE SADDLE PER SPECIFICATION FITTINGS AND--"-" •:' �o;o� ;. o^o;:'.'.< SECTION 50.5.4 PIPE FOR A.R.V.SHALL BE BRASS' p °O.0 ° BEDDING ROCK 6" - 8" x 16" REINFORCED CONCRETE FOOTING. NOTES: 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. Air or Combination Air/Vacuum Release Valve Detail N.T.S. Source: City of Ocoee Utilities Department SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR I UNPAVED REAS FINISHED GRADE -\ SEE DETAILS ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX FM BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT oo,p o, •O°O•p°O•p°O• °O•p°O•p°,•p°O. °O ^p °O ^p° 6" BEDDING ROCK ' EXCAVATION DEPTH TO BE 1'-0" BELOW BOTTOM OF MAIN TAPPING MIN. EXCAVATION LINE Q SLEEVE ap _ . ,.p• n 5 -0 ; O ; NEW DISTRIB. MAIN MIN. CONC. SUPPORT BLOCK 0 TAPPING VALVE w L=---- ----� ~ MUST WRAP SLEEVE AND VALVE WITH VINYL. THEN POUR SUPPORT BLOCK AND THRUST z m o UNDER SUMP. U 5'-O" - �L011�� 1.) CONNECTION TO MAIN SHALL BE MADE AFTER ENGINEER AND F.C.W.C. HAVE APPROVED ALL NEW WATER MAIN CONSTRUCTION. CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS PRIOR TO TAPPING. 2.) SEE SPECS. FOR TAPPING SLEEVE AND VALVE. ANY SUBSTITUTIONS SHALL BE APPROVED BY THE ENGINEER AND F.C.W.C. PRIOR TO CONSTRUCTION. - Main Connection Detail - Tapped 109 N.T.S. Source: \STDS\PW04-05 NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. 08/1990 Gate Valve and Box Detail AUG. 1990 104a N.T.S. Source: City of Ocoee Utilities Department 400 HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'D. 24" SQUARE OR ROUND AND 6" THICK PUMPER NOZZLE REINFORCED CONCRETE FACING STREET SHEAR PAD. SEE NOTE 1 - VALVE COLLAR O.C. A4A AT 9 (SEE DETAIL) AROUND COMPACTED BACKFILL VARIESy M J HYDRANT SEE NOTE 2 A - _ > i ANCHORING TEE 000 0 °opo°o•o°o•o°o•o°o•o°oa•°o•o •o'o O•p°O•p °•p°O•p°O•p°O•p°O•p ��O•p°O• 6" BEDDING ROCK -RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX (SEE DETAIL) °O•O °pC.p°O•p •o°O.O o-O• �;� °o.p°opp;o• ,•o°o•o°o•o°o•o°o• u0,0°O.O o•O-Oro-O.O-O• ,.o°o.o°o.o°o.o°o.o°o.o°o.o°o.o ° ° ° ° SECTION A -A NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6' MINIMUM. Fire Hydrant Assembly Detail N.T.S. Source: City of Ocoee Utilities Department AUG. 1990 402 CORPORATION CURB STOP CORPORATION U-BRANCH STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING MARK WITH x 3/4'� WOOD PAINTED BLUE & WITH CURB STOP z LOT NUMBERS Z 2 EA. Loo w w POLYETHYLENE POLYETHYLENE TUBING (1" MIN.)- TUBING (1" MIN.) - SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS - _ TO METER BOX ASSEMBLY SADDLE POLYETHYLENE TUBING 30 - 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4' STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. Water Service Connection Details N.T.S. Source: City of Ocoee Utilities Department 07-28-02 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD BARS ALL 3" DIA. BRONZE TAMP AS R Q D (SEE NOTE 1) DISC ANCHORED IN SIZE OF VALVE -� 7 AS NREQ'D D STAMP TYPE OF VALVE SERVICE Afbi L-L -� DIRECTION & NO. OPTURNS TO 4„ '.::' ;•:. ;L':. c VALVE BOX _ - AND COVER `� ..::':: ..: ' ::' • .: . (TYP.)\ v 2500 P.S.I. 1 2" e CONCRETE MIN. ANCHORS UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 91, ASPHALT SURFACE iiiliiiiiliiiiii/ice BASE VALVE BOX � 4" x 4" x 18" LONG) MIN. PRECAST POST AND COVER ITH 3„ DIAMETER (TYP.) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. Valve Collar Detail AUG. 1990 N.T.S. Source: City of Ocoee Utilities Department 107 TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS 3 MIN.) FINISHED GRADE (SEE NOTE 8) rX\Lu N :- \\ :. \ m ~O -SEE NOTE 4 z W � COMMON FILL �\ .• .:: ..:: • -\ /� v In /\ * • . PIPE O.D. • '= i //� '- L_ 12" (TYP.) \// :.::.. • X SELECT z COMMON o 0 FILL m z UNDISTURBED=\ ((SEEHNOTE 3) \ j�� ° NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. Type B Bedding and Trenching Detail AUG. 1990 N.T.S. Source: City of Ocoee Utilities Department 10 Vanasse Hangen Brastlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 No. Revision I Date Appvd Designed by Rc I Drawn by 5c I Checked by ✓K CAD checked by MT Approved by RC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Water Details HE #41964 Drawing Number C700 She -at of Project Number 60933.01 60933 DT-WATER.dwg P:\60933.01\cad\ld\Planset\60933 DT—SEWER.dwg UNDISTURBED EARTH — SHEETING "D"/4- /2T. I V MIN. i 4" MIN. SEE NOTE 1 (TYP.) I* "D *I CONCRETE ARCH 2500 PSI CONCRETE BEDDING ROCK SHEETED TRENCH UNSHEETED TRENCH _10" MIN.__ 'D"_ SEE NOTE 1 (TYP.) \y/A� SIDES CAN BE FORMED _� 2500 PSI ' :: ; ..\ j\ CONCRETE UNDISTURBED EARTH %/%��%%/%/%T/\�/% CRADLE OR HALF ENCASEMENT Concrete Arch and Encasement Details N.T.S. Source: City of Ocoee Utilities Department SYMMETRICAL ABOUT rL ,,------EXCEPT AS NOTED DITCH SIDE SLOPED AS REQUIRED TO MAINTAIN STABLE DITCH i CUT OFF SHEETING 2 FT. ABOVE PIPE AND LEAVE REMAINDER OF SHEETING IN PLACE? (L SEWER LINE \/ / fff x \ 1 \� 2' 10" MAX. MAX. \ SELECTED & >; COMPACTED j I \ BACKFILL � SEE BEDDING X, DETAILS >` HALF SECTION HALF SECTION SHEETED UNSHEETED TRENCH TRENCH Sewer Line Pipe Trench Detail N.T.S. 'I SHEETING SHEETED TRENCH UNSHEETED TRENCH 10" MIN.= "D" 6" SEE NOTE 1 (TYP.) f \/\�, , : .• .. ` i�\\��, . SIDES CAN BE FORMED 2500 PSI 'I,' . .:Car I CONCRETE �/% `. .�;' i%- UNDISTURBED : ::•' .,..,,..,,...,...,...,...,..., :..' . :., \, EARTH FULL ENCASEMENT NOTES: 1. (*)� 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIA. 24" AND OVER. 2. "D" REFERS TO THE' DIAMETER OF THE PIPE. 3. "T' REFERS TO THE THICKNESS OF THE PIPE. 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING EXCAVATIONS. —V . TEE PRECAST - WALL OLE .1 INFLUENT SEWER ' (SEE NOTE 3) i CONCRETE ENCASEMENT 6' OF VERTICAL PIPE = DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90° BEND 2„ PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON —SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST <.':'. '.. '.•:: `- MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND = DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES DEPAR7MT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. ManholeConnection Detail Aug. 1990 102 N.T.S. Source: City of Ocoee Utilities Department 201 TRENCH BACKFILL SHALL BE SATISFACTORY BACKFILL MATERIAL PLACED & COMPACTED IN 8-INCH LAYERS SEE SPEC. BACKFILL AROUND PIPE SHALL BE N' \/ i HAND PLACED SELECT BACKFILL / TRENCH WIDTH \ MATERIAL PLACED IN 6" LAYERS & TRENCH WIDTH / . MIN. 12"+D 20" - CAREFULLY TAMPED TO 95% MIN. / _ / \ � MIN. 12"+D/20" MAX. 24"+D \\\ MAX. 24"+D a -C \ 1 / D „a:'tr`•�`:.�.`.�-�nt�\\ 11 +D/4"MIN. s.�-¢.:."=" i.Y?: \� 1/+D/4"MIN. -COMPACTED GRANULAR MATERIAL MEETING ASTM C-33 COMPACTED GRANULAR MATERIAL MEETING ASTM C-33 GRADATION NO. 67 (3/4 IN. TO NO. 4 SIEVE) GRADATION NO. 67 (3/4 IN. TO NO. 4 SIEVE) CLASS 1—A BEDDING CLASS 1—B BEDDING FOR AREAS FOR AREAS BELOW GROUNDWATER TABLE ABOVE GROUNDWATER TABLE Pipe Bedding Detail N.T.S. RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER IN . 1 23-3/4" lrrir�rrrrr�irsI VA 6" 22-1/4" 2-7/8" 2 — NON PENETRATING PICK HOLES _ MACHINED MATING SURFACES L-1-1 /4" ELEVATION Manhole Frame and Cover N.T.S. Source: City of Ocoee Utilities Department TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE Jan. 1990 202 T MANHOLE FRAME & COVER (SEE STANDARD DETAIL) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS & AT ELEVATIIONS SHOWN IN J UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) V-6" MIN. T-- \ w , 4 COURSES (MAX.) T-0- MAX. •� > INSIDE WALL OUTSIDE WALL EPDXY COAL TAR COATINGS 1 ' n fa PRE-PRIMED PER SPECIFICATIONS ti / 4'-0" 5�-MIN. ACES PRE -PRIMED PRE -MOLDED o JOINT SURFACES SEALER WITH (PROTECTIVE Q WRAPPER BENCHING PER SPECIFICATIONS-,, " 1" D o W gwE REMOVED) REINFORCEMENT AND JOINT "''' ` ''' 6' SQUEEZE -OUT DETAIL TO BE DESIGNED BY�r�'' • .... `' MIN• COMPLETED THE ENGINEER AND � ) ) 8" MIN. SQUEEOINT ZE SQUEEZE -OUT APPROVED BY THE 9" CITY T:� BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. Precast Concrete Manhole Plan and Section N.T.S. Source: City of Ocoee Utilities Department LENGTH OF SERVICE VARIES i= STREET OR GROUND GRADE----! COMPACTED \ BACKFILL / DEPTH OF SERVICE LINE TO BE DETERMINED IN THE \ / FIELD BY THE ENGINEER. MIN. DEPTH SHALL NOT BE -WIDTH OF LESS THAN 30". TRENCH 4" SERVICE FOR SINGLE 6" SERVICE FOR DOUBLE HAND TAMPED OR N HOUSE SERVICE SEWER SHALL BE MECHANICALLY INSTALLED AT GRADE OF NOT LESS TAMPED GRANULAR THAN 1/8" PER FOOT NOR MORE BACKFILL THAN 1 3/4" PER FOOT NOTE: ALL P.V.C. SANITARY GRAVITY SEWER PIPE SHALL BE ASTM D 3034 SDR 26 Standard Service Sewer Typical Section N.T.S. Aug. 1990 200 SEE TYPICAL CLEANOUT DETAIL SERVICE CONNECTION W/WATERTIGHT PLUG SDR 26-3034 _ 15" VALVE BOX WITH COVER FIN. GRADE TYP' (TO BE MARKED "SEWER") \ SEE VALVE PAD DETAIL .44 6" 30" SQUARE x 6" THICK CONC. SLAB TO BE CAS AROUND TOP OF BOX. ` TWO #4 BAR EACH WAY \� ` 36" VIIN. ADJUSTABLE VALVE BOX I WRAP VALVE WITH PLASTIC BEFORE INSTALLING SUPPORT OR THRUST BLOCK. .• o V THRUST BLOCK a s' . ' : p .: c ' :b a , ,•. (3 CU. FT. CONC.)_------'"' A p. .. p' p Plug Valve Intallation Detail N.T.S. P.V.C. CLEANOUT GRADE W/ BRASS CAP 6" NOTE: 1. ALL P.V.C. SANITARY GRAVITY SEWER PIPE SHALL BE ASTM D 3034 SDR 26 2. 6" FITTINGS & PIPE FOR DOUBLE SERVICE AND 4' FITTINGS & PIPE FOR SINGLE SERVICE. SERVICE CONNEC W/ WATERTIGHT II Typical Cleanout Detail N.T.S. CONCRETE CRADLE EM Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 No. ( Revision I Date IAppvd. Designed by RC ( Drawn by SG (Checked by JK CAD checked by M T Approved by RC Scale N T S Date O Ot 1, 8 2004 VARIES VARIES ' LOT LINE _ WYE WITH — z Project Title 6 BRANCH — ---SEWER MAIN =1 w � 6" 45° SIZE VARIES CLEAN —OUT v' o z BEND WYE WITH SEE(TYP SEE NOTE 1 The Villas at Woodsmere 6' BRANCH CLEAN —OUT REMOVABLE 6" 450 WYE WITH SEE NOTE 1 PLUG BEND 6" BRANCH z ' "= LOT Ocoee, FL LINE DOUBLE WYE Issued for Of P LAN Review FINISHED GRADE sr✓ `4�Jz7r' y� r� SLOPE TO <.: DEPTH AT <' 1.0% MIN. (TYP.) ROTATE f --SPRING LINE TERMINAL DEPTH 300 (TYP.) AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE SERVICE (S MIN.)(TYP.) SINGLE DOUBLE LATERAL I LATERAL PROFILE NOTES: 1. CLEAN —OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. Service Lateral Detail N.T.S. Source: City of Ocoee Utilities Department Drawing Title Sanitary Sewer Details Drawing Number C800 Aug. 1990 jo 16 Sheet of 2 4 .- Jo-seph F, K.o,li. Pala PE #41964 - Project Number 60933.01 60933 DT—SEWER.dwg P: \60933.01 \cad\Id\P1anset\60933-00A.dwg CONDITIONS OF APPROVAL: 1. 7HEPROJECT WILL BEDEVELOPED IN ONE (1) PHASE. 2. TURNLANES FOR TRAFFIC ENTERIIVG THE SITE SHALL BE PROVIDED BY THE DEVELOPER ON GOOD HOMES ROAD SUFFICIENT TO ACCOMMODATE THE ANTICIPATED TRAFFIC DEMAND OF THE PROPOSED DEVELOPMENT. TBE PLACEMENT AND LENGTH OF THE TURNLANES SHALL BE DETERMINED BYA TRAFFIC ANALYSIS, APPROVED BY THE CITY, TO BE SUBMITTED WITH THE PRELIM NARY SUBDIVISION PLAN. 3. A FENCE WITHBRICK COLUMNAND DECORATIVE METAL FENCING BETWEEN THE COLUMNS, ALONG THE APPROPRb4TELANDSCAPINGASREQUIREDBYTFIELDC, SHALL BEPROVIDEDALONG TIREENTIRESITE FRONTAGE OF GOOD HOMES ROAD. 4. A SEVEN (7) FOOT BRICK WALL SHALL BE PROVIDED AS A BUFFER ALONG THE ENTIRE NORTHERNAND WESTERN SITE BOUNDARIES, TO MATCH 777E EXISTING BRICK WALL ALONG THE SOUTHERN SITE BOUNDARY. S. TKE PREL&IINARYAND FINAL SVBDIVISIONPLAN SHALL MEET ALL REQUIREMENTS OF SECTION 6-14 AND 6-1 S OF THE LDCAS THEYAPPLY TO THE TOWNHOUSEAND MULTIFAMILYDEVELOPMENTS, SUBJECT TO THE RIGHT OF THE OWNER TO APPLYFOR WAIVERS. 6. STORAGEIS NOT PERMITTED WITHIN THEPROPOSED GARAGES SINCE THE GARAGES PROVIDE THE REQUIRED PARKINGFOR THEDEVELOPMENT. 7 THE DEVELOPER WILL BE RESPONSIBLE FOR THE CONSTRUC77ONAND PAYMENT OFPAVEMENT ALONG GOOD HOMES ROAD AS PROPOSED IN THE FINAL SUBDIVISIONPLAN. 8. 777E DEVELOPER WILL BE RESPONSIBLE FOR 773E CONSTRUCTIONAND PAYMENT OF 777E SPECIAL PAVERS LOCATED W77H1NTHE DEVELOPMENT 9. WATER AND SEWER SERVICE WILL BEPROVIDED BY HIE CITY OF OCOEE. AT THE 77ME OFPLATTING, EASEMENTS WILL BEPLACED OVER SERVICE LINES AND DEDICATED TO 771E CITY OF OCOEE. 10. STORMWA7ER MANAGEMENT SHALL BE PROVIDED CONSISTENT WTTH THE REQUIREMENTS OF THE OCOEE LANDDEVELOPMENT CODEAND THE ST. JOHNSRIVER WATER MANAGFNIENTDISTRICT. 11, ALL UNDERGROUND UTILITIES SHALL COMPLY RUHSEC77ON 6-8(C) OF THE OCOEE LAND DEVELOPMENT CODE, WFIICH REQUIRES PEDESTAL MOUNTED UTILITYBOXES TO BE PLACED BACK OF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ONALL RESIDENTIAL LOTS WHICHARE LESS THAN 70 FEET INWIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAYLINE. I2. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OFFLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITYHAS NO LAWFUL AUTHORITY TO EXEMPT ANYPRIVATE ENTITY OR ITSELFFROM TIMAPPLICATION OF SUCHSTATELEGISLATIONAND NOTHINGHEREIlV SHALL BE CONSTRUED AS SUCHAN EXEW770N. 13, THE EXISTING GRADES ONINDIVIDUAL LOTS CONTABVING PROTECTED TREES WILL BE MAINTAINED AS MUCHAS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONTT RUCTION ONINDIVIDUAL LOTS EXCEPT AS SPECIFIED IN 7I-IE FINAL SUBDIVISIONPLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 14, REMOVAL OFEXISTINGPROTECTED TREES W7LLBELIMITED TO CLEARINGROADRIGHT-OF-WAYAND RETENTIONAREAS AS DETAILED IN THE FINAL SUBDIVISIONPLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE T]ME OF SITE PLANREVIEW FOR THAT LOT, TO DETERMINE WHET ER OR NOT EACH TREE NEEDS TO BE REMOVED. 15. IN ORDER TO INSURE THAT AS MANYEMSTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTIONAREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARINGPERMTTS WILL BEISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVEBEEN CLEARLYMARKED WITH TREE PR0TECT70NBARRIERS . 16, EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OFBUFFER WALLS OR ROAD RIGHT-OF-WAYLINES WILL BE PRESERVED IFATALL POSSIBLE, THE BUFFER. WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 17. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ONINDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCHAS POSSIBLE. 18. RECLAIMED WATER WILL BE USED FOR DWGATIONPURPOSE'S. A MASTER IRRIGATION SYSTEM WILL BE INSTALLED To SERVICE ALL COMMONAREAS AND RESIDENTIAL LOTS. THIS MASTER SYSTEM WILL BE OWNED AND MAINTAINED BY TBEPROPERTYOWNERSASSOCIATION. 19. NOPERSONSHALL UNDERTAKELAND CLEARING OR TIMREMOVAL OFANYPROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BU1'LDING DEPARTTAIENT TILE REMOVAL OFPROTECTED TREES SHALL BEMIlVIMIZED TO TIM AL4MH.MEXTENTPOSSIBLEANDNOAUTHORIZA77ONSHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE 777E TREES ONSITE 20. UNLESS OTHER WISE NOTED, A 5' UTILITYAND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINESAND 10' UTILITY, DRAINAGEAND SIDEWALKEASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLYBEPLACED IN THISEASEMENT IFNECESSARY TORUN THEM AROUND EMSTRVG PROTECTED TREES TO BE PRESERVED. 21. ALL UTILITIES TO BE PLACED WITHIN 773E 10`.EASEMENT ALONG T BE FRONT OF EACHLOT WELL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 22. EACHFIREHYDRANT SHALL BEPAINTBD OSHA YELLOWIN COLOR AND A BLUEREFLECTIVEAMRKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACHHYDRANT. 23. UNLESS OTHERWISE INDICATED, ALL DRAINAGE, UTILITYAND MAINTENANCE EASEMENTS SHALL BE FOR T BE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY TBE INDIVIDUAL LOT OWNERS. 24. THE DEVELOPER SHALL CONSTRUCTAPPROPRIATE CURB CUTS TO ENABLE TIE CONSTRUCTIONOFRAMPS AT ALL APPLICABLE RIGHT-OF-WAYINTERSECTIONS (AND OTHER AREAS AS REASONABLYREQUIRED) IN ORDER TO PROVIDEPHYSICALLYCHALLENGED PERSONSACCESS TO SIDEWALKS AND STREETS. SIDEWALKS ABUTTING EACHPLATTED LOT SHALL BE CONSTRUCTED AT 773E TIME OFDEVELOPMENT OF THE UNIT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAINLOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND TBEA.PPROPRL47ERAA PS WILL T 1MVBE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMONAREAS SHALL BE CONSTRUCTED AT TBE TIME OFPERMANENT CONSTRUCTION OF ADJACENT COMMONAREAS. 25.. ALL COMMONAREA IMPROVEMENTS, INCLUDING ENTR YFEA TURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENHONPOND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETIONFOR THOSE CORRESPONDING PHASES. 26. STREET LIGHTS, SECURITY LIGHTS AND LIGHTING FOR COMMONAREAS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY TBE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETIONAT THE DEVELOPER'S EXPENSE AND THE COST TO THEIR OPERATION WILL BE ASSUMED BY 777E DEVELOPER IN ACCORDANCE WITH SECTION 6-8(D) OF THE OCOEE LAND DEVELOPMENT CODE. 27. A PROPERTY 0WNERSASSOCIATION WILL BE CREATED FOR OWNERSHIPAND MARVIEIVANCE OF ALL COMMONAREAS ANDFACILITIES, UNLESS 07BERW7SEN07ED. 28. A PROPERTY OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE AREAS. LANDSCAPE AREAS SHALL BE KEPT RNA NEAT, BE9LTHYAND ORDERLYAPPEARANCE FREE OF REFUSE AND DEBRIS. 29. ALL TRACTS THA TARE To BE OWNED AND AL417VTA17VED By 7HEPROPERTY OWMRSASSOCL47YONSHAU BE CONVEYED TO TBEPROPERTYOWNERSASSOCL47YONBYWARRANTYDEEDAT THE MWEOFPLA7TIIVG. 30. ANYDAMAGE CAUSED TOANYPUBLICRIGHT=OF-WAYASARESULT OF THE CONSTRUCTIONACTIVTTIES RELATED To TBE PROJECT SHALL BE PROMPTLYREPAIRED BY TBE OWNER TO TBEAPPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 31. THERE SHALL BENOACCESS FROM THEPROPERTYTOANYPUBLICROADEXCEPTATTBEAPPROVED LOCATIONS SHOWN ON 777E APPROVED FINAL SUBDIVISIONPLAN. 32. ALL CROSSACCESS, UTILITYAND DRAINAGEEASEAIITNTS SHALL BEPROVIDED PRIOR TO OR AT THE 77MF OF PLATTING. 33. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 34. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED 1NACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 35. ALL LEGAL INSTRUMENTS INCLUDING BUT NOT LIMITED TO THE DECLARATIONOFEASEMENTS, COVENANTS AND RESTRICTIONS, ASSOCIATIONDOCUMENTS AND DEEDS CONVEYING PROPERTY TO A HOMEOWNERS ASSOCIATION OR PROPERTY OWNERS ASSOCIATTONSHALL BEAPPROVED BY THE CITYPRIOR TO PLAT APPROVAL AND SHALL COMPLY WITHALL ORDINANCES OF TILE CITYINEFFECTAT THE TIME OFRECORDING OFANYSUCHINSTRLTAMU 36. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES, AND STRUCTURES, TOGETHER WITH TRACT 3 (RETENTION POND), WILL BE OWNED, OPERATED AND MA17VTA17VED BY THE PROPERTY OWNERS ASSOCIATION. 37 EXCEPT AS SPECIFICALLYNOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 38 ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTR UCTION OF THE DEVELOPMENT REPLACING IHOSE USES. 39. PURSUANT 7O SECHON44(G)(7) OF THE OCOEELAND DEVELOPMENT CODE, ALL SUBDIVISIONSIGNAGE MUST BE CONSISTENT WITH TBE LEGALLYASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISIONMUST BE APPROVED BY THE CITY COMMISSION. 40 ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITHMA) IU.M 5.•1 SIDE SLOPES INTO THE POND. 41. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATIONBYA AfflQITUM OF ONE FOOT. 42. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING 7BE PROPERTY SHALL INCLL DE THE FOLLOWING PROVISIONS: a. NOTWITHSTANDING TILE CONVEYANCE OF TIRE STORM WATER RETENTTONPONDS TO TBE PROPERTY OWNERS ASSOCIATION, OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAINRESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENNONPONDS, UNTIL SUCH TIME AS (1) THE ENTIRE SWMS FOR THE PROJECTIS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETIONISSUED BYBOTH THE CITYAND ST. JO`HNS RIVER WATER MANAGEMENT DISTRICT (SJRWI► D), (LQ THE STORMWATER RETENTIONPONDSINTENDED TO BE CONVEYED TO THE HOMEOWNERS ASSOCIA TIONHA VE INFACT BEEN CONVEYED TO TILE PROPERTY OWNERS ASSOCIATION, (III) THE PROPERTY OWNERS ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON TBE RECORDS OF THE SJRWAM AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEENEXECUTED AND ACCEPTED BYSJRWAM, (IV) THE CITY HAS BEEN PRO VIDED WITH COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITHRESPECT TO THE SWMS, AND ([q THE CITYHAS BEEN PRO VIDED WITHA WRITTEN STATEMENT FROM THE PROPERTY OWNERS ASSOCIA.7TONACKNOWLEDG)NG RECEIPT OF THEDEVELOPER'SPROPOSED A!L41NMNANCEPLAN WTTHRESPECT TO THE SWMSAND THAT THE PROPERTY OWNERS ASSOCIATIONIS RESPONSIBLEFOR MAPffENANCE OF THE SWMS. b. PROVISIONALLOWTNG TILE CITY OF OCOEE THE OPPORTUNITY TO LEVY, COLLECT AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF TIRE COMMONAREAS SHOULD THE PROPERTY OWNERS ASSOCIATIONFAIL TO DO SO OR SHOULD THE PROPER TY OWNERS ASSOCIA TIONFAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMONAREAS. c. PROVISION GRANTING THE CITY OF OCOEE THE RIGHT, BUTNOT THE OBLIGATION, TO REPAIR AND MAINTAIN THE STORMWATER SYSTEM SHOULD THE PROPERTY 0WNERS ASSOCIATIONFAIL TO DO SO AND SEEK REIMBURSEMENT FROM 773E PROPERTY OWNERS ASSOCIATION, OR 'FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL OF TILE MEMBERS HAS NOT OCCURRED, OR (II) IF TILE DEVELOPER IS STILL RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER SYSTEM.' d PROVISIONPROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERA TIONIALUNTENANCEENTITYACCEPTABLE TO THE CITYIN THE EVENT OFDISSOLUTIONAND T HAT IF DISSOLUTION OCCURS WITHOUT SUCHAPPROVAL THEN THE g1TYMAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITHRESPECT THERETO NOTWITHSTANDING TIM DISSOLUTION OF THE PROPERTY OWNERS ASSOCIATION e. PROVISION THAT TBE HOMEOWNERS ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE �) f. PROVISION THATA T THE TJME OF TURNOVER OF CONTROL OF THE PROPERTY OWNERS ASSOCIATION TO TIM MEMBERS, TIIEDECLARANT SHALL DELIVER TO IHENEWBOARD OFDIRECTORS THE MAINTENANCE PLANFOR THE SWMS ACCOMPANIED BYENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING INACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCHENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTIONIS REQUIRED T HAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE AC7TONAT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WTTH THE PROPERTY OWNERS A SSOCM TION FOR TIRE ESTIMATED COSTS OF S UCH CORRECTIVE A C TION. g. PR0VISION TIIATNOPROPERTY0WNEDBYTIM CITY OFOCOEE ORANYOTHERGOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE PROPER7 OWNERS ASSOCIATION. A PROVISION THAT ANYAMENDMENT TO ANY PRO VISION AFFECTING THE CITYREQUIRES THE CONSENT OF THE CITY IN ANINSTRUMENT RECORDED WITH TBE AMENDMENT. L THE ARTICLES OF INCORPORAT70NAND BYLAWS OF THE PROPERTY OWNERS ASSOCIATION SHALL BE CONSISTENT W7TH 773E FORGOING PROVISIONS. 43. FINAL STREET NAMQVG WILL BE COORDINATED THROUGH THE CITYBUJLDING DEPARTMENT AT THE TAM OF FINAL PLAT SUBMITTAL. 44. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE ANAUTOMATIC RAIN SENSOR. 45. THEDEVELOPER SHALL COMPLY W7THSECTION 6-9 OF THE OCOEE LAND DEVELOPMENT CODE REGARDING COMMUNITYMEETINGROOMS REQUMEMENTSFOR RESIDENTIAL SUBDIVISIONS, 46. NO III1VG BEREINSHALL BE CONSTRUED TO WAIVE ANYPROVISIONOF THE OCOEE LAND DEVELOPMENT CODEEXCEPT TO THEEXTENT EXPRESSLY SET FORTH ONA WAIVER TABLE OR EAPLIC17LYSET OUT ON THE PLAN. 47. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVERALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED INFAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAWENFORCEMENT, FIREAND OT73ER EMERGENCYSERVICES. THE CITYMAYREQUIRE THAT THE OWNER EXECUTEANEASEMENTINRECORDABLEFORM WITHRESPECT TO TBEFORE0017VO 48. DRAINAGEEASEMENTSBETWEENLOTSARE SHOWNFOR LOCATTONAL PURPOSES ONLY. FINAL EASEMENT DDIMNSIONS (WIDTHS) WILL BE SHOWN ON TIRE FINAL SUBDIViSIONPLANAND WILL BE SIZED TO MEET CITY REQUIREMENTS. 49. ALL BUILDING SETBACKS FROMALL RETENT70NAREAS SHALL BE I5FEET FROM TOP OFBANK S0. OPENSPACEBETWEEN TOWNHOUSE UNITS SHALL HAVEA A07VA UMOF20 FT CLEARANCE. THIS CLEAR SPACE, WHICHIS NOT PART OFANINDIVIDUAL LOT, SHALL BE OWNED AND MAINTAINED BY 773E HOMEO WNER S ASSOCL4 TION. 51. TBE DEVELOPA IMWT WILL COMPLY WTTHSECTION6-1S OF ThE OCOEE LAND DEVELOPMENT CODE REGARDING MULTIFAAIMY DEVELOPAMNT STANDARDS. S2. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFEC77NG THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: a. PROVISIONPROVIDING THAT SHORT TERMRENTALS (RENTAL TERMLESS THAN 6MON7HS) SHALL BE PROHIBITED AND PROVIDING THAT THIS PROVISIONMAYBEENFORCED BY TIM CITY. b. PROVISION REQUIRING THAT GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE PRIVATE STREETS, EXCEPT INDESIGNED OFF-STREET PARKING SPACES. c. PROVISIONPROBIBITIlVG RV AND BOAT PARKING WITHIN THE SUBDIVISION. d. PROVISIONREQUIRING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHALL BE STORED IN THE GARAGE, BUT IF THEYARE STORED OUTSIDE THE GARAGE THEYSHALL BE SCREENED FROM VIEW WITHADECORATIVEFENCEAND/OR LANDSCAPING e. PROVISIONREQUIRINGA 6'PRIVACYFENCE ONALL THREE SIDES OFANYLOT W7711ANACCESSORY STRUCTURE, PER SECTION 54B OF THE CITY OF OCOEE LAND DEVELOPMENT CODE. f. PROWSIONREQUIRING LRWTATTONS ON THE SIZE AND PLACEMENT OFACCESSORY STRUCTURES AND PRIVACYFENCESINCERTAINREAR YARDS. g. PROVISIONREQUIRING ALL LOTS WITHFENCING TO HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE. h. PROVISIONPROVIDING TTIAT TRASHPICKUP WILL BE PROVIDED FOR EACHINDIVIDUAL UNIT AND THAT NO DUMPSTERS SHALL BE UTILIZED FOR WASTE DISPOSAL. S3. THE TOWNHOUSE PORTION OF THE PROJECT IS A PRIVATE COMMUNITY WITHA MANDATORYHOMEOWNERS ASSOCIATION OWNING AND MAINTAINING T BE PRIVATE STREETS AND DRAINAGE FACILITIES. PRIOR TO, OR AT THE TIME OFPLA7MNG, ANEASEAMNT WILL BE GRANTED TO ALL UTILITYSUPPLIES FOR INGRESS AND EGRESS OVER THE PRIVATE STREET TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES AND TO THE CITY OF OCOEE LAW ENFORCEMENT AND EMERGENCYPERSONNEL FOR INGRESS AND EGRESS TO 773E PROPERTY. 54. TRACT 2, ACCESS ROAD THROUGH THE PROPERTY, IS A PRIVATE ROAD OWNED AND MAINTAINED BY THE PROPERTY OWNER'SASSOCIATION, WITHACCESSAND UTILITYEASEMENTSGRANTED TO THECITYOFOCOEE. 55. THEPROJECT SHALL NOTBE GATED. 56. PROPOSED FACILITIES WT IHIN TBE PARK SITES (TRACT 1) SHALL BE OFF STREET PARKING, GAZEBO, VOLLEYBALL COURT, AND PICNIC AREAS. 57. THE LANDSCAPE BUFFER TRACTS ALONG GOOD HOMES ROAD SHALL HAVE SHADE TREES, SHRUBS AND OTHER LANDSCAPING PLANTED ALONG TILE LENGTH OF THE WALL AS REQUIRED BY SECTION 6-14 OF THE LAND DEVELOPMENT CODE. ThEBUFFER WALL SHALL BE CONSTRUCTED ATLEAST SFEET BACKFROM THE ROAD RIGHT-OF-WAYLINE. 58. EACHFIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE AsrARKER SHALL BE AFFIXED TO ThE STREET IN TIRE CENTER OF THE LAND CLOSEST TO EACHHYDRANT. 59. ALL DRAINAGE, UTMITYAND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE HOME OWNERS ASSOCIATION. TBE LAND BURDENED BYSUCHEASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOTOWNERS. ThEDRAIN4GAND UTILITY-EASEAMNTS SHALL BEDEDICA TED TO TBE PERPETUAL USE OF THE PUBLIC AT ThE TIME OFPLATTMG. 60. ALL HOUSE PAD ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD ELEVATIONBYA MINIMUM OF ONE FOOT. 61. AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL HAVE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY CHALLENGED. 62. ALL SCREEN WALLS, LANDSCAPE B UFFERS, ENTRYAND CORNER LANDSCAPE IMPR 0 VEMENTS, AND SIDEWALK ALONG GOOD HOMES ROAD, SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETIONFOR CORRESPONDING PHASES. 63. THEPLANSHOWSAVAILABLEPAD SIZEFOR REFERENCE ONLY. FOR EACHINDIVIDUAL LOT, THEBUILDINGS SHALL NOT EXCEED 70% LOT COVERAGE AND TIRE TOTAL OF ALL IMPERVIOUS SURFACES SHALL NOT EXCEED 75016 LOT COVERAGE. 64. AT TBE TIME OFRECORDATION OF THE FINAL PLAT, 771E OWNER SHALL DEDICATE AND CONVEY TRACTS 4 AND 5 (FUTUREIT E RIGHT -OF WAY) TO TBE CITYBY WARRANTYIV DEED FREE AND CLEAR OFALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO TREE CITY. THE FORM OF TILE WARRANTY DEED SHALL BE SUBJECT TO APPROVAL OF THE CITY. TIRE OWNER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATTONAND CONVEYANCE OF TILE PROPERTY, PROVIDE TO THE CITYA CURRENT ATTORNEVS OPINION OF TITLE OR A CURRENT TITLE COAMTFAAENT TO BE FOLLOWED BYA POLICY OF TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE TO THE PROPER TYIS FREE AND CLEAR OFALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCES AND DEDICATTON OF TBE PROPERTY, INCLUDING THE COST OF THE TITLE WORD SHALL BE BORNE SOLELYBY TIRE OWNER. REAL PROPERTY TAXES ON TIM PROPERTY SHALL BE PRORA TED AS THE DAY OF TIRE CITY`S ACCEPTANCE OF HIE CONVEYANCES OF THE SAME, AND TILE PRORATED AMOUNT OF SUCHREAL PROPERTY TAXES ATTRIBUTABLE TOT HE OWNER SHALL BE PAID AND ESCROWED BY 7HE OWNER INACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUES; PROVIDED, HOWEVER, TIM T IF THE CONVEYANCE OCCURS BETWEENNOVEAMER 1 AND DECEAMER 31, THEN THE OWNER SHALL BE RESPONSMLEFOR REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER TIRE OWNER, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTTTYSHALL BEENT7TLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATIONOFANYKIND FOR, ONACCOUNT OF, OR WITH RESPECT TO TBE REQUIRED CONVEYANCE OF THE PROPERTY. THIS COA SHALL BE INCORPORATED INTO THE PLAT AND HOMEOWNER ASSOCIATTONDOCUMENTS. Vanasse Hangen Brastlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 No. Revision Dote Appvd. Designed by (Drawn by Checked by CAD checked by Approved by Scale 1 `t = 40` Date October 8, 2004 Project Title The villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Conditions of Approval Drowinc Number X100 Theet of . Wft f Robb, P-E, I�41964 Project }Number 6093 3.01 IZONING: R-1A 5 11 2 xp r ' I 01 tt Z ` UP LIGHT ./ 13 a & a 13 a 1-3 :J a a 103 a 13 13 a J3 13 a 7' BRICK WALL C WITH COLUMNS A IS IS .5 F1 F-1 R F1 R: F11 r9i f1i n F71 F1,11 in ni 179 FT11 1971 f7i n Fil M7 Qo U9 F1 I lu IJ IS 1A U BLDG 8 &B 'L7 1.7 n fIff 0 BLDG 10 BLDG 11 -- El,�,,zz:-�-,�-,,,��-,��,.-.I pA BLDG 7 BLDG 9 IS tj ).q I I j 2, 1.2 1.2 IAI 11.3 1.2 1.6 1 Iz IS '(.4 1 a U b Ile A SIGN LIGHT 4 ii L7 .42 1.5 IS 1.2 .5 IZ4 t CTI 013 0 1 % A ?-j UP LIGHT Pn [In FIF] 7-- 1, 1. I'D U 1.8 1.3 U AD 1.7 1.0 1.5 Im '4 SIGN WALL t; 1.0 7 1 % Ito Ia t7 4 CvY -V, 1.4 IS 1A 1..2 5 % aq, W* GkH 1.4 1.1 -S IS 1.4 LIS I*li -.o. &H-1 % .2 1.4 11.4 11.7 U 'S.0 1.3 1.4 1.1 ILS IS 1.5 'kl 11.5 '1. IS 114 11.3 1.7 11 1,0 6ff,* C19URT1.4 1.2 1.1 1.7 124 IZ4 IS --I TI IZ7 '15 _'It 'ZO IS IS 12 '�!l '�3 ).9 1.4 1.7 5.7 I.tl 1.0 1.5 TE!4JQJ1,T:; Q --IS BLDG 6 qze "43 1. 1.1 142 140 142 141 ILO IS 11.9 11MI U IS 11.7 IS 11.7 IS IS 11.9 `49 1Q9 'IS 11.11 11.5 11.4 11.3 IS IZ2 'Z1 'IS IJ 111.15 1.4 11.4 11.2 71.4 ILO ILO 'IS 1.2 IS 0-6- WO Y% 1S2 -4b*--AJ- -1-4 IS 1.7 IZO %.9 lalt ILO 11.7 11.9 ILO I= tZ *Z9 1.4 A- -------- '140 $Ez I. Ix qz 7 IZ3 5- �zi 7•• --0. •1&0 1 'Z3 '�.g `Z4 `24 IS IS 1.3 2.1 �i2 '11.3 'Z -1.7 9 qza t7 142 1 2 t*• 4.0 5.9 IS IS IS IS 24 Z2 !L2 bRI&I.7 PAVERS �7r If X 20 GAZEBO f• SEE DETAIL 250 W- HPS LAM CE IS Ix 1&0 MOUNT ON 15' POLE zo 7 Rn 71, MAILBOX" 4; .9 Z1 12 ZONING: BY r Y' L:_ *ABEA2USAS maii I rw BIKE RACK C-2 BLDG 1 '44ii -v AI E •A P 1: 1,rutri: MIC OBLrb§ T-U B' %2 5.0 LU E0 1� �J Liu -J I-Ju J -*1.11 '&3 1 ilk - RY RETENTION BLDG 2 UM tie POND BRICK COLU AN8 1 '&4 11.0 71� wl L4#GE 1-VATH BLACK. Jj7& ptt�,,� t 1�1�1,1 42 FENCE t I, `L4 F ALUM BLDG 3 1.7 A 11.2 ).4 1.1 BLDG 4 ISTR BLDG 5 RECEPTACLE IS 1.7 1&7 19 19 EI n5 U-3 IM 19 09-- PICNIC 1.0 1.2 AREA I.Y:. .7 r7 P P k - I C A f 10 N - 7-flo Dalfloirm Tradli ianai re tornpliimemrt, roadways, parks Tvpd 'it ;,4 .; I &iva s an re I in zi F.D. j-_Rkq�fI_qe:FI0N A 114icuPliriq & CCvot a Socket Hingod istpIrMiLssictl hiruge fftgui-base pati 4,4)rknt, Qv*Dralivr glia*s chimney and pli die -cant alumiriuft,� I I 00'YV NIN it; medlum-b&se). SAAPPON- houi and r�ovei cupola_ color is Wick C. Fiefl"'lor 1:: kaBltrst pa lyastpf prjvrder ffar,- 01hirr spugular an Ddizi alurnanum R-allar.1 a6sernbly tvith finish, colors avaltabla. Consult F&IetTfir encapEulated starter(vehare your 11-1,rdi- Tivirincl type c-n mpnirsaion Raprit,Fangathre- Ar' AiNgE D. Refrac tot Ti2firninal lugs- watlaqalsoijrce Mel ln*tlon ttioldi,20, r;pmouTud p.nlymi-bonate leris pariel$. G-Mount[nq Self-agigning palit Mier- ft 3" OR pale tops ofvarll-usl llpnQns, Square headed 1 114' A PDIV-,dt4Pt tbsEad mouriling hpltq t w4th lack nuId a DIMFNIIJON5 t-110FILE ORTI314ALL LADDER RE&I 17 - f T- COOPER LIGHWAG Driart UTDIDAYFORM TRADITIONAIRE 5 0 - 1 7 5 W Hillh Fra-Na.LirL Sadinxrt, MOTAI H@thdo blit-Glit LUMIINAIHE PPA Area: 2,8 5,4ware Fee,, Aowhrpi N04 Wti45 litz. An,"tsm E UTD111SRM 1 so-Xwaii 'In Ifl.(7fA-1.umo,i Lamp fyp@ Ill 0110i WORMAYION UTIDDAYF171i TflAT1l-,0hAJPC r-Itofidle Tablo icifitiEt botx;ur-Al& mAurAirl', mvtjffrig. Rivight UID 11.44 fl. U1 2D 1.29 ITZ4 16 O,Jfi 'AMPLE PRIMNEA. U1 b"S425s4 UTD J FlUd[IfUt Lamp Laffw afttir�lc. Vchav, n sT FWJ TyP, 2 = 1 20V li N --9 1 8--RjtuA4PF Q=t;afl-J :33=TpAll G-Whira T--diiionatt 70 �'W mt"N t, N=Fd 4„2490 155-Tvr�. V 10=1W 7-2771.1 It Fj"C)Hi t__4C �J E-F.cnoq R:tzF1ezcJP4PP Alu mtnum Fjqylp if! 1 M i �ianur Itim:nPlarin Stared 12Lt11 I J_Fuclory lr�tullcd Lzicdar Hesa, i'alPrlla?Ir Pap 41=51ittp L,,ild�vti for Toullcw Lamp Rtiplacitmiwif �i-d 2779 U�UIX-'�A LiinAd W:.20 916 Lnarin Jri,iilrda-d Acccss Let lamQr v3pW,tcllyj TA1BKLDffc.rx;uwe Laridur Art far i OA12720=7i,dCA-d Vviv,duj Shield KW6: I Siamtlid ru;A. its blank, olJ1.rJlrre,,°*Ic,,* ai,40abla.03r,iult your f4,i,?jil Ca.. fur lamtaballnfjvofiagm sampatibtl&i,. 3 154=units are far SS5 LnM". "t i7-l`(A'fi(1qJ Qtl%i-Al„ Ciplur in alphanumerir.cairti-.5 Muchumi Abattin 1r,,TQANd buloop Sdtait COOM Lighting 17;��,ztr�r:r Fir,' C,-mvi 112! 1-149nVORY 74 SA:,Jlh 1:1y, GA 310ir, 77r, dflf.-lit"I'l FALX1, M dH *01 AMPI%n . .... ...... 1i LIGHTING LEGEND: SYMBOL SYMBOL DESCRIPTION NAME I + A 250 WATT HPS MOUNT ON 15' POLE B BRONZELITE FL 3040 FLA- 4' FC. STRIP (FL) C UPLIGHT LUMIERE- 100 W PAR 38 MODEL#740-BK-MB2-100-120 GENERAL NOTES: II ALL LIGHT FIXTURES ARE APPROXIMATE LOCATIONS. VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. /-t r b ft,�5 4.,,, ✓ I 40 0 40 •1 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 Aloha Pacifica Ilc LAND PLANNING LANDSCAPE ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 f-AX (407) 691-0008 alohopocificallc@earthlink. -let No. Revision Date Appvd. Designed by GR I Drown by GR I Checked by GR CAD checked by Approved by Scale 111=401 Date October 8, 2004 Project Title THE VILLAS AT WOODSMER-E Ocoee, FL Issued for Review Drawing Title HARD SCAPE/ LIGHTING PLAN Drawing Number Sheet of Project Number 60933.01 BLACK TUBULAR ALUMINUM — FENCE WITH YX Y PICKETS, 3 }' O.C. C. ENTRY SIGN WALL IrL 2' J' 7 -V ILL 1 1 1 1 IIII'I III i i l illll Ilyll 11 �ll111 I, 11 I r I I 1 � 1 1 III i I I 1 1 i 1 1 I I I • 1 I I 1 1 1 i i I i I I i I I 1 1 I i i 1 1 I I I I I I I I I 1 i 1 1 1 I YI -III II IIIIIII IAIIII IIIIII I 1 1 i 1 I i i I I 1 Imo- I I I I I i I 1 I I i 1 I I I I 1 i 1 I I I I I 1 1 I SIGN PANEL - WITH PAINTED J ` IV x 18' GREEN SIMULATED ' ALUMINUM LETTERS STUD- MARBLE TILE PANEL MOUNTED TO WALL MATTE GOLD FINISH. 0 ENTRANCE FEATURE & SIGNAGE ELEVATION C 1 1 L I I 1 I 1 I 1 1 J 1 - . � - I - f • � 1 I 1 1 t 1 . i r{ � �...�.1--i :... ... .. ..:�:.... ... .. ._�:.:....... .... i--1 .:..:: ..-. .�...... �..:. I --I .....: .. ... �. .: .. .. �.:.:. .. .. tom: :,.,...�... :.. ..-.. Fes.:..: ., .....R..�,:.... COMMUNITY MAILBOX c r; + 8' CMU WRAPPED WITH 1' BY OTHERS CEDAR. 10' COLUMN FINISHED. I -i SLOPE TOP OF PIER TO DRAIN FINISH GRADE m , O GAZEBO DETAIL S -2' PEDESTRIAN GATE HE ■ ■ ■ ■ ■ ■ ■ ■ ■IM■�� ■ ■ ■ ■ ■ ■ BLACK TUBULAR ALUMINUM SELF�CLOSING SELF -LATCHING GATE. --• — ...JCTURAL DRAWINGS ENTRY DRIVE 18'-0' PRIVACY WALL 11=8' I 1 i I I 1 I 1 1 1 I 1 i 1 I Ir 1 I 1 I 1 i I I I 1 i 1 i I 1 I i 1 1 i i I I I I it I I I I 1 I i I I I I I II I i I i I 1 I I i I I I 11 I i I 1 I 1 I 1 I I 1 1 I I I I I I 1 1 1 I I I I I 1 I 1 I I 1 I I I I I 1 i I 1 I 1 1 I i I I i I I I I J I I I I 1 I I i 1 I I I I I I I i I 1 I i I i I I 1 1 I II I I I i I 1 I I i I I I II I I I 1 I I 1 I i I I 1 II I I i I I I I I I I I I a1 i I 1 I I 1 I r I I I 1 i I I 1 I i I I I I 1 I I I i i I 1 1 I r Vanasse Hangen Brustlin, Inc Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 Aloha Pacifica lic LAND PLANNING LANDSCAPE ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohapacificallc®earthlink.net I I I No. I Revision I Date IAppvd. Designed by GR I Drawn by GR ( Checked by GR CAD checked by (Approved by Scale 111=401 I Date October 8, 2004 Project Title THE VILLAS AT WOODSMERE Ocoee, FL Issued for Review Drawing Title HARD S CAPE/ LIGHTING PLAN Drawing Number L 10 1 Sheet of Project Number 60933.01 ` 14 6 [ 5 QV 18 -SOD soc� SOD- SOD - SOD SOD El - FT Zt- 16 SOD IDS SB Ell SOD 77 -^- �«u \_'.\ _ LL] L�� 5E '��''� / /�J��.j°,=°�,-J~� o/ nr n /\_ � �4-'� -'� _' / | � ` ��^ | � POND ' s0� �'�� -- �� ' ' | ' ' ' ^-'~°~^ MG BLD� � | �� /QVBLDG 5 \�/�' BLDG 4 8� ��-^�`�1. ' | 0 � ''' ' ' ' ' SOD ��' �� 8 �H H ' ~`� -' LM SOD S SOD SOD SOD X, �UL) MG LANDSCAPE PLANT MATERIALS 0Y SYM. 80ANKALmAMr COMMON NAME TREES / PALMS 5 L[T UGUSTRUM JAP0N|CUM/ UGUSTRUMTREE 18 MC MAGNOLIA GRAND|FLORA/ SOUTHERN MAGNOLIA 29 OS QUERCUS SHUMAR0|/ 8HUMARD OAK 43 QV 8UERCU3 NRG|NIAN«/ LIVE OAK 11 3P SABAL PALMETTO/ CABBAGE PALM SHRUBS/ GROUNDC0VERS g CA CR|NUM AUSUSTUM/ QUEEN EMMA LILY 645 DV D|ETE3 VBGrTu/ WHITE AFR|CAN IRIS 135 JP JUN|PERU3 C. PAR3ON||/ PARS0N`3 JUNIPER 118 LC LDROP[3ALUM CH|NENS|S/ RUBYLOROPE]ALUM 148 LEG UR0PE EVERGREEN GIANT/ GIANT BORDER GRASS 060 LVC VAR. EVERGREEN GIANT/ /Q7EC GRASS 76 PA PLUMBAG0 AUR|CUUT4/ `BLUE CAPE. PLUMBAG0 188 RR RHODODENDRON SP./ 'FASHION' AZALEA 122 SB 3PARTNA BAKER|/ SAND C0RDGRAS3 158 TA TRACHEL0SPERMUM AG|AOCUM/ A3|AN JASMINE 334 VS VIBURNUM SUSPENSUM/ SADANKV0AN8URNUM 375 W ANNUALS 3P./ ANNUALS 8F. SOD STEN0TAPHRUM ST. AUOUSTINE GRASS SPECIFICATIONS 8' X 8', MU[T-TRUNK Y-3 1/2" DBN' 14!- 16' HT. X5'-6' SPR. Y- 3 1/2" DBH 14!- 16' R[ X 5'- 6' SPR 3"- J 1/2" DBH, 14'- 16' R[ X 5'- 8' SPR. 10'- ry CT' HURRICANE CUT SEE PLAN FOR HTS MIN. 30"-36" HT x 30" 3PD., SPACING AS SHOWN MIN. 12"-18" R[ x 12" SPD., FULL 24" O.C. MIN. 9"-12" R[ x 18" SPD.. FULL 24!' O.C. MIN. 15"-18" HT x 18" SPD., FULL 24!' O.C. MIN. 12^ R[, FULL,_ 24" O.C. MIN. 12^ R[' RJU- 94" O.C. M|N, 12r-18" R[ x 94" SPD., FULL 24!' O.C. MIN. 12.-18" R[ x 24!' 3PD, FULL, 94" O.C. MIN. 24"- 30" R[FULL, 36" O.C. MIN. 9"-19" R[ x 18" SPD` FULL, 24!' O.C. MIN. 24�-30" R[ x 18" 3PD, 30" O.C. 4 POT, o" 0.C.^ SEASONAL VARIETIES LANDSCAPE CONTRACTOR TO DETERMINE S.F. LANDSC�IPE GENERAL NOTES | | 1. All propooed material shall be FloridaFlorida#1 or better as described in Qrodoo and Standards for Nursery Plants" by the Florida Department of Agriculture and Consumer Services (dated 1898). All plant nootero| nhoU be guaranteed for (1) one v�Ior from dote of final acceptance. 2' All trees to be planted with 'Terra Sorb' or approved equal in three one ounce handy pack. Composed of synthetic Anrylomidn Copw|ymec Potassium Anylote. Particle size of 1.0mnn 3.0mnn and oboorbtion rote of throe hundred times its weight in water, apply dry. 3' Landscape Contractor to install on automatic irrigation system that provides 100% coverage with 100% overlap. 4` No substitutions will be accepted without the written approval and acceptance by the Landscape Architect. 5' All work ahoU proceed in o professional manner in ononrdonoo with standard nursery and inato||ot{nn practice. 8' Quantities as shown on the plant list are for convenience only. Landscape Contractor is responsible for all plants shown on the planilting plans.If descrepencies arisebetween the plant list d planting plan:-, the plans are to override the plant list in all cases. ,' Landscape oed underground luttilites, infrastucture and irrigation lines prior to digging. il 8. Ground covers and shrubs to be laid out in o nonoiotont manner as specified in the p| ti g opecifcotiono and details. Q' All sod onaoa||tn be sodded with 100% St. Augustine ^Rorotom' sod. 10. All planting beds to receive o 3^ deep layer of mini pine bark mulch or approved equal. 11. All large pqkna to be planted o minimum of 5' From bock of curb unless otherwise shown on the plan. 12. Landscape Architect to be immediately notified of any deocnopencioa found in the field. 13. Landscape Contractor to notify Landscape Architect 3 days prior to installation of material. 14. Landscape Contractor to verify that irrigation systam is fully operational before installation of any plant motm1o|. The |ond000pa contractor will 000unne total responsibility for |noa of rnotono{ if not previously approved by the Owner or Landscape Architect. 15. Plant motero| to be field adjusted as necessary to prevent conflict with ex|o|tng and proposed utilities and irrigation equipment. 16. All landscape and irrigation ohoU conform to the ninmumnn standards set forth in the applicable codes of City of Ocoee LDC. 17. All plant material used as a screen hedge shall be equal in height or greater than the height of all dumpotora, tronaf6mmora, mechanical equipment and other ground free standing utility equipment or enclosures. 18' groundoowar ohoU provide not |ooa than 50% coverage at time of planting and 100% coverage within G months. 19. No light poles ohoU be located within 12' of n canopy tree or within 6' of o poRn tree. Inc. =~"~°�=== ��=.^��"~"°�°^x�sw**x*, �v~ Transportation Land Development Environmental Services 135 W. Central Blvd,,Suite 800 FL32801 4[y78394{06*FAX 407839 4008 EB-3932 Aloha Pacifica LAND PLANNING LANDSCAPE ARCHITECTURE ammnENwwooR..SUITE o WINTER PARK, aa27o VOICE (4ono91-o00o p4u(407)691-0008 | | | | | | No. Revision | Date Ann"u Designed by |o�m � |o*�� u �/f | �/7 ' Gf � CAD checked by Approved by Scale Date � ln=�Q/ �»«ro October 0,20O4 Project Title ��D�� VILLAS �� DAO �� 1��VJ-.� Ocoee, FL Issued for Review Drawing Title LANDSCAPE PLAN Drawing Number Project Number 60933.01 C9DV) LC 9 SOD VS 6 I DV 9 SOD VS 0 o ^❑ •I • > I I ,' VG x f , s 11 P. c I I ,r ; 1, 3 LVG ii Y= ,z 11 i <nar z•' ax. I LVG `i';� r c fix` 11 I F" r. aF SOD LVG 6: ilia:r, t 1 LVG r, Wi i'' ♦ LVG }7 1 _ • r` LVG - J w`d t ' S - ,i,s - T. h_ 15 15 15 W-LDV LC J'� TA LC TA / LC 7� TQA ' 0 12 7 ? 30D -OD i V �OD } TYP. LANDSCAPE UNITS NO.1— 8,17— 24 1 "= 20'-0" 21 ' �-� RR 15 17 ' C !/ .. e ® ® s ;, o S ;A V � RR — O 1p\e_ . QSE: 5 5 10' CT.. 12' CT. 14 CT. \ � SOD VOLLEYBALL AREA LANDSCAPE 1 "= 20'-0" I I VS 6 I I•• LVG-,a 11 1 - SOD �' DV 12 D9 R9 SOD 9 . D9 vs � • / - OVS SOD SOD I I I I I I I I I- . I I_ I I I I I I I• • ,- - VS .: ISjj`` •d" Eii`4' 3 -r I:: h: V LVG r LVG LVG S i'^ t LVG � 1� •sxE 1+`i= k" b 6 Cc L { ti 1-$ O 6 11 �t 11 r �;`r, '� C ,.I ;r•^r�, ~ar; t i k t 4 L LVG ' V L G LVG T LVG t w 11 - 11 f. F V t^ 7. ' V J i°h J - :t t •1:. SOD_ ^� r - DV V ' - 15 1' " 0 15 SOD 15 O O P.07 rJP PRR RRPA � JP 30D 506 P r6D { iA F TYP. LANDSCAPE UNITS NO.9; 16, 25— 32 1 "= 20'-0" DV LC DV 9 9 9 VS SOD VS SOD 6 SOD SOD vs -- I I I I i I I•. vs 6 %,.x T LVG N, ELVG)LVG :,ryo.,,�{ 11 f Y� i,Jy •St¢: :f z Y a r >F LVG V LVG L G ?5;� -r:� ♦ I _ _ 15; 15 15 C TA� LC LC L7 SOD 9 ` 7 SOD I I ( T9 7 SOD 9 a TYP. LANDSCAPE UNITS NO.37— 42 1 "= 20'-0" RR RR _ vs VS SOD 6 6 =TS? SOD SOD VS VS 6 6 • •I I I I I I I. - - I I I I _I I I • 4, LVG LVG ;a';. LVG tf { ?y !'�yc 33 z 11 - �g.- 11 11 re' ipda: VG L LV G k` t SOD 11 f,v 11 14 1 1 Y' JJS V i i - D st-- 1 _ 5 OSOD R DVDJP 212 7 „ DV 9 \. VS .. - VS 6 SOD 6 II vs Vs 6 - 6 VS - GOS 0� LVG 7 LVG ;V 11 't4t 11 r SOD LVG V LG 111 ` ;.. 1 - I (PAO15 RR12 7 —JP - i ;OD TYP. LANDSCAPE UNITS NO.53— 56133— 36 1 "= 20'-011 SOD 5 I Op 5 TYP. LANDSCAPE UNITS NO.47— 52 1 "= 20'-0" DV DV 09 \ 9 VS VS 6 6 SOD SOD SOD- -- Vs VS LVG r LVG 6 Y{; 11 S i� a ,r�r• `11\�, r i fP 1 F: } LVG ;; LVG z +) 11 11 r h"v o 15 SOD 0 LC TA 1 , 7 TA SOD 12 ; OD 12 1 l. TYP. LANDSCAPE UNITS NO.57— 64 1 "= 20'-0" Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB-3932 Aloha Pacifica llc LAND PLANNING LANDSCAPE ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohaP acificallc®eat I r h i nk.ret I I I I No. Revision I Date 1ppvd. Desi ned b Drawn b Check 9 Y ed b GR Y GR Y GR CAD checked by Approved by Scale 111=201 Date October 8, 2004 Project Title THE VILLAS AT WOODSMERE Ocoee, FL Issued for Review Drawing Title LANDSCAPE PLAN ENLARGEMENTS Drawing Number L103 Sheet of Project Number 60933.01 I NOTE: IRRIGATION WATER SOURCE WILL TRANSFER FROM POTABLE TO REUSE (NON -POTABLE) WATER WHEN IT BECOMES AVAILABLE. f i 1 1 to 3 1 5 "I ,� t 'I 'fir 1 1 2 a 55 1/i 55 tjf a z 3 _ BLDG 7 I L t s 4 a �Y- tik,'r 3 � - i i .e t y' I -- - IF i i I _ � BLDG 6 11 V r/ ::. X N �1 rz c BLDG 8 BLDG 10 a BLDG 11 BLDG 9 r } 1 1 .r 7 I 1 Yy^• 1 y I n h n -1 � �' II i -r --r` :4 h 'i i 1 i s I .{ v 7 3 L 1 ii �5 k �n n n t 4: } I _ N :} a l` I tl y f YY Y S ft'tl t� x' 1 :re 1 1Y I _ F — ' _ . S Y (; jl • I - -d f� .._ - _ - Ali-• - - OK 4 H I v ee _ _ �,� y. _ OHA COURT - 0) RI ATE RIGHT— F—WA d'V O _ _ _ II Al II - - - — I I F r . T • i` y : i - ,3:en3:�.$Yt�x,:�ii'�S , AL At � - BLDG 1 tt ( _ � f _1J U UU UU U - 1 �, 1 RY RETENTION l I I ( 1" -` B G i I ,JW iL POND ; . f' ♦• Y -ru4 I I Itr-.xs:t;.o:+�` _` _r - - - - • I �'; - L. 1"' r•s_' ?•-- 1 - �,. - ytli'I { BLDG 3 ■ ■ F`y r ; C, BLDG 4 :-.t:,...a,• BLDG C �� i ( I r.: iJ ��.,.,,:... r. O I jhc:ts;,ebr• q,y,,;: °''1 _ -.I �,I _ _ _ Y\\IMIFF , R i e Y HUNTER 24-STATION - - ---- — — — — — — — IRRIGATION CONTROLLER \ ;�► = i i - I i � i POINT OF CONNECTION. =:' 1 1/2'-IRRIGATION-. MEfER,.WITH ,BACKFLOW 13„_ m " ' PREVENTER- CONNECT TO 10 PVC IIVM- _ f ,rr i �.�' _ .,.-,...,.. �...,..,,-,..._,.., .:.,....... .,�„u.,.. ._.�..,..-_ _W...,.,, _,..,_ ....,..,. �,.,... .._.,._.W ,....,,..._.. .....,...,.... .....-.,-.. .,�>,<.,.. ., �,.. ..,,.,.,., ....wa. .,,..>:,v _„_..__ .,,._.....-,.._... <..,_..... ......... ..�,.._. _..,,..._ �..�. ,.,,,.... w..-.... _ 's'i! } ,_ _INSTALL_PER.-CITY.-CODE 55It/t 55 tt/f j 55 t 9 :r~ i 15 18 t2 10 # a'. a 5,"ADt_ apN;t�:1SEI;A W's' 0Pq;','tAf_ l•4'.k,.':.fF`tz.,�;i I",s�,t`��i'" d"�:,f !°7 t�i�l.'�R„-z.t ),,�R PLAZA[ / ry { t „%-�,i.,�T-"' �+$r .I a'f iGODO{ 1 i OIPIE S 3'�i-.rr'13/C�.[ {"; _�E Pi..... �"t_ i.}�. • null^ 1 SNAP-TITE WIRE CONNECTORS RECTANGULAR VALVE BOX WITH LID ELECTRIC REMOTE CONTROL VALVE FINISH GRADE ^ 4LL VALVE D NIPPLE PEA GRAVEL SUMP 6" BEYOND EDGES OF VALVE BOX AND 8' DEEP CONTROL VALVE DETAIL NOT TO SCALE I a t ROSF ..�,Ie , as I„ f �0 . 1 3 k F� A� t'.�=`- 1 { f I 4 ' 5 iIlk 7 55 I 1 55 1 t T T—T- -:E+L J n Mt- jpq FIB. A 4�I A-nIL ; E A441;IL - 4 py7. `- ' Vanasse Hangen Brastlin, Inc. Transportation Land Development Environmental Services 135 W, Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB-3932 Aloha Pacifica llc LAND PLANNING AN AP L DSC E ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PA RK, ARK FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohapacificallc@earthlink.net IRRIGATION GENERAL NOTES I IRRIGATION LEGEND 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB SYMBOL DESCRIP110N P211 GPM RAD MANUFACTURM + MODS- No. LOCATIONS. 4" POP—UP SPRAY HEAD 20-30 4/2/1 4'-15' RAINBIRD 1800 SERIES- 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER FULL, 1/2, 1/4 CIRCLE OR APPROVED EQUAL AND ALL LATERAL PIPING SHALL BE BURIEDTO A MINIMUM 12" OF COVER. ( O -Q h. 12" POP-UP SPRAY HEAD: 20-30 4/2/1 4'-15' RAINBIRD 1800 SERIES 3. ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FULL, 1/2, 1/4 CIRCLE OR APPROVED EQUAL No. Revision Date Appvd. FLEX PIPE CONNECTION. LANDSCAPE CONTRACTOR SHALL NOT USE FUNNY PIPE. 4POP-UP SPRAY HEAD: 20-30 1.5 .5 4'x30Drawn by Checked by 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST ��, " '4'x1 ' / / 5 RAINBIRD 1800 SERIES Designed by GR GR ( GR LATERAL PIPE SIZE TO A SINGLE ROTOR HEAD SHALL BE 3/4". SIDE, END STRIP OR APPROVED EQUAL CAD checked by Approved by 5. ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE AL -(t- 12" POP-UP SPRAY HEAD: 20-30 1.5/.5 4!x30'/4!xl5! RAINBIRD 1800 SERIES Scale 1 n=•Q, Date October 8 2004 INSTALLED IN VALVE BOXES. SIDE, END STRIP OR APPROVED EQUAL 6. CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL Project Title WIRES AND WHITE FOR COMMON WIRES (UNLESS OTHERWISE INDICATED IN THE SPECS). 0 STREAM BUBBLER 20-30 .86 2- 15' RIANBIRD 1800 SERIES OR APPROVED EQUAL THE VILLAS AT NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRES SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING KING "ONE-STEP" CONNECTORS AND Q FLOOD BUBBLER N/A .25 N/A RAINBIRD 1800 SERIES SEALANT. WOOD SMERE OR APPROVED EQUAL 7. IRRIGATION PLAN IS SCHEMATIC ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR INSTALLING A FULLY AUTOMATIC IRRIGATION SYSTEM THAT PROVIDES 100% ❑ LAWN POP—UP ROTOR HEAD: 20-30 3/6 26-52' RAINBIRD 1800 SERIES COVERAGE IN ALL PLANTING AREAS. FULLRART CIRCLE OR APPROVED EQUAL 8. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT (,' IRRIGATION CONTROLLER HUNTER 24—STATION CONTROLLER— Ocoee, FL OF CONNECTION AND THE BACKFLOW PREVENTOR AS PER LOCAL CODES. FINAL LOCATION MODEL# ICC-2400PL SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. �y Issued for ( /�{ �� RAIN SENSOR MINI-CUK II RAIN SENSOR- MOUNT TO OUTSIDE 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL WALL OF BUILDING PREVAILING LAWS, CODES, AND REGULATIONS. 10. THE LANDSCAPE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRO- ELECTRIC VALVE RAINBIRD PGA SERIES- MODEL #200-PGA DUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. THE AS -BUILT DRAWING SHALL IN ROUND CARSON VALVE BOX LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM SURFACES pQ GATE VALVE NIBCO 7II3, BRASS GATE VALVE (LINE SIZE) 11. ALL 12" POP-UP SPRAY HEADS NEXT TO BUILDING OR LOCATED IN PORPOSED HEDGE TO IN 10" ROUND CARSON VALVE BOX Review BE MOUNTED ON 24" BLACK PVC RISERS. a GATE VALVE SIZE Drawing Title IRRIGATION MAIN 1 1/2" PVC SCHEDULE 40 SOLVENT WELD IRRIGATION LATERAL, CLASS 200 -------- IRRIGATION SLEEVE, SCHEDULE 40 IRR-IGATION 1 4 JSLEEVE SIZE 4 STATION NUMBER PLAN 42 t t/ FLOW (G.P.M.) / ELECTRIC VALVE SIZE Drawing Number L104 Sheet of Project Number 60933.01 ITEM NUMBER IV. B PUBLIC HEARING Grace Community of Faith Church Annexation and Rezoning Special Exception Preliminary Site Plan --- ,.r'-__ . Mayor S. Scott Vandergrift Citv Manazer Robert Frank TO: Planning & Zoning Commission Af\ FROM: Terry L. James, Principal Planner h THROUGH: Russ Wagner, Community Development Director DATE: January 31, 2005 RE: Grace Community of Faith Church Annexation & Initial Zoning: AX-03-06-08 Special Exception: 1-6SE-002 ISSUE: Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Should the Planning & Zoning Commission recommend approval of the Annexation, Rezoning and Special Exception for the Grace Community of Faith Church? BACKGROUND: General Location: The property is located at 8900 Old Silver Star Road southwest of the intersection of Silver Star Road and Old Silver Star Road and east of Johio Shores Road. This 6.92-acre parcel is the southern -most property in an Orange County enclave. The Orange County Property Appraiser Parcel Identification Number is 15-22-28-4716-00-130. Actual land use. DroDosed development and uniaue features of the subiect Drooerty: The property is vacant and tree covered. The applicant is proposing a church and an associated religious -education building. The property has no unique features. Future land use & requested initial zonina classification: CLASSIFICATION: CURRENT PROPOSED Future Land Use Orange County/Low Density Ocoee/Low Density Residential Residential Zoning Orange County/Residential (RC-E) Ocoee/Single Family Dwelling (R-1-AA) with a Special Exception The current future land use and zonina classifications of the surroundina properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Residential (Orange County) Single Family Dwelling (Orange County) j East Residential (Ocoee) Single Family Dwellinq/R-1-AA (Ocoee) South Residential (Ocoee) Single Family Dwelling/R-1-AA (Ocoee) West Residential & Commercial -southwest Single Family Dwelling/R-1-AA & R-1-AA I (Ocoee) and Commercial/C-2-southwest (Ocoee) City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us The subject property is designated "Low Density Residential" on the Joint Planning Area (JPA) Land Use Map. The application has requested an Ocoee initial zoning classification of R-1-AA with a special exception for a church and an associated religious -education building. This initial zoning is consistent with the JPA Land Use Map designation. Infrastructure: • Water: City water is available with a 12-inch water line located on Johio Shores Road to the west. • Sewer: City sewer is also available with a 6-inch force main at Johio Shores and Johio Bay Roads. • Roads/Level of Service: ROADWAY FROM TO ADOPTED PERCENTAGE OF LOS ADOPTED LOS Johio Shores Rd. Silver Star Rd. A.D. Mims Rd. D 8% Clarke Rd. White Rd. Silver Star Rd. D 75% Silver Star Rd. A.D. Mims Rd. D 46% Silver Star Rd. Clarke Rd. Johio Shores Rd. E 77% Johio Shores Rd. Good Homes Rd. E 75% CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044, Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory long as it does not create an enclave. The requested annexation is the southern -most parcel in an existing enclave. This annexation would reduce the area of a previously created enclave. Joint Planning Area Aareement: The subject property is located within the Ocoee -Orange County Joint Planning Area and is being considered for annexation as outlined in the JPA Agreement. This annexation will not require a comprehensive plan amendment per subsection 8-B of this agreement and is consistent with subsection 6-D. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. We have received no comments as of the date of this report. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of existing City limits, when services can be properly provided and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement and the City's Annexation Policy ...." DISCUSSION: ANNEXATION & INITIAL ZONING Annexation Feasibilitv & Public Facilities Analvsis Report: Based upon the projected impact of the proposed residential use and the size of the parcel as summarized above, Staff has determined that the City could adequately provide a range of urban services to the subject property. In conclusion, the subject property's proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The requested Future Land Use Classification is consistent with the Ocoee Future Land Use Map and the JPA Land Use Map. Finally, the requested zoning is also consistent and compatible with the surrounding properties. DISCUSSION: SPECIAL EXCEPTION According to "Table 5-1: Permitted Use Regulations" contained in the Ocoee Land Development Code (LDC), church uses are permitted as a special exception in the following residential zoning classifications: R-1, R-1A, R-1-AA, R-1-AAA, R-2, and R-3. Special Exceptions are defined in Subsection 2-4.0 (282) of the City of Ocoee LDC as: A special exception is a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added) In accordance with Subsection 4-8.B. (2) of the Ocoee LDC, Staff must also consider the proposed use in relation to the compatibility with surrounding land uses. Additionally, Staff must also consider the overall health, safety, and welfare in relation to the surrounding land uses. The Applicant proposes a 20,373 square foot multi -purpose building and the associated parking spaces for a church use in Phase I and an additional sanctuary (13,743 square feet) and a chapel (2,750 square feet) with additional parking spaces for Phase II. The proposed uses are compatible with the surrounding residential zoning districts. The Applicant has met the above proposed requirements for the Special Exception petition as shown in the "Preliminary Site Plan for Special Exception" stamped date September 10, 2005; however, the Applicant did not include two provisions required in the "Special Exception Conditions of Approval'. Staff has informed the Applicant of the necessity to include these provisions prior to the approval of this special exception for church use in an area zoned residential. These provisions are as follows: • The Final Site Plan shall comply with the Special Exception Preliminary Site Plan as approved by the City Commission; and Prior to the approval of the Final Site Plan for the project, or any portion thereof, the Applicant/Owner will need to apply for and obtain a Final Certificate of Concurrency pursuant to Article IX of the Ocoee Land Development Code. Neither the review of the application/project by the City nor the granting of any approvals in connection with such review shall be construed to grant the Applicant/Owner any entitlement to obtain a Final Certificate of Concurrency with respect to all or any portion of the project or to create any exception from the provisions of Article IX of the Ocoee Land Development Code. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On January 26, 2005, the Development Review Committee (DRC) reviewed the proposed annexation of the Grace Church property and the special exception church use as illustrated in the "Preliminary Site Plan for Special Exception" date stamped September 10, 2004. After reviewing the "Annexation Feasibility & Public Facilities Analysis Report", the DRC recommended the annexation of the subject property. The DRC also recommended the approval of the special exception application subject to the inclusion of the above provisions in the "Special Exception Conditions of Approval'. Note: The DRC does not consider rezoning applications.] STAFF RECOMMENDATION: Based on the above Staff Report and recommendation of the DRC, Staff recommends that the Planning & Zoning Commission recommend approval of the annexation and rezoning of the subject property to R-1-AA: Single Family Residential, and recommend the approval of the Special Exception for the church use within the R-1-AA zoning district subject to the inclusion of two additional provisions listed above on the "Special Exception Conditions of Approval'. Attachments: Location Map Future Land Use Map Zoning Map Annexation Feasibility Report Minimum "Special Exceptions Conditions of Approval' (provisions required for this special exception application highlighted in yellow) O:\Staff Reports\2005\SR05005_TJ_GraceCommChurch_P&Z.doc CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AX-03-06-08 APPLICANT NAME: Rev. Larry W. Ware PROJECT NAME: Grace Community of Faith Church This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT A. Applicant/Owner 11. Owner (if different from Applicant): B. Property Location 1. General Location: 2. Parcel Identification Number: 3. Street Address: 4. Size of Parcel: C. Use Characteristics 1. Existing Use: 2. Proposed Use: 3. Density / Intensity: 4. Projected Population: D. Zoning and Land Use 1. Orange County Future Land Use: 2. Orange County Zoning:_ 3. Existing Ocoee Future Land Use: 4. Proposed Ocoee Zoning: E. Consistency 1. Joint Planning Area 2. Comprehensive Plan: II. FIRE DEPARTMENT 1. Estimated Response Time: 2. Distance to Property: 3. Fire Flow Requirements: Terry James, AICP f { Grace Community of Faith North of Silver Star Rd; within the boundary of Old Silver Star Rd. on the north, Silver Star Rd. -State Road 438 on the south and east, and Johio Shores Rd. on the west. 15-22-28-4716-00-130 8900 Old Silver Star Rd. 6.92 acres Vacant Church Not Applicable Not Applicable Low Density Residential RC-E n/a-parcel to be annexed. R-1-AA Low Density Residential Yes, consistent with the Joint Planning Area Land Use Map Yes, consistent with the Future Land Use Map 1 3-5 minutes 2.4 miles from Station #4 1,100-1,200 gpm Butch Stanley, Fire Inspector Page 1 of 3 { III. POLICE DEPARTMENT { 1. Police Patrol Zone / Grid / Area 2. Estimated Response Time: j 3. Distance to Property: 4. Average Travel Time IV. ECONOMIC VALUE 1. Property Appraiser Taxable Value: { 2. Property Appraiser Just Value 3. Estimated City Ad Valorem Taxes: 4. Anticipated Licenses & Permits: 5. Potential Impact Fees: 6. Total Project Revenues: V. BUILDING DEPARTMENT 1. Within the 100-year Flood Plain: VI. UTILITIES A. Potable Water 1. In Ocoee Service Area: { 2. City Capable of Serving Area: { 3. Extension Needed: 4. Location and Size of Nearest Water Main: B. Sanitary Sewer 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Force Main: 5. Annexation Agreement Needed: C. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: Zone 12A/Grid 27 3-5 minutes 2.6 miles 6 minutes Applicant Name: Ware Project Name: Grace Church Case #: 03-06-08 Chief Steve Goclon { 1 l 1 Terry James, AICP $261,200 $261,200 Unknown Not Applicable This will be determined at the time of development. Not Applicable Terry James, AICP { No, according to the Future Land Use Map series - Landscape Associations & 100-Year Floodplains (Figure 4). David Wheeler, P.E. Yes I Yes, this area is within our Utility Service Boundary. { No 12 inch water line on Johio Shores Road to the west. Yes I Yes, this area is within our Utility Service Boundary. Yes from the property to the force main location in BA. below. 6-inch force main at Johio Shores & Johio Bay Road. No Non -Applicable Non -Applicable No Page 2of3 Applicant Name: Ware Project Name: Grace Church Case #: 03-06-08 VII. TRANSPORTATION Terry James, AICP 1. Paved Access: Yes from Silver Star Road to Johio Shores Rd. and Old Silver Star Rd. I 2. ROW Dedication: Unknown at this time. 1 3. Traffic Study: Yes 4. Traffic Zone: 573 Vill. PRELIMINARY CONCURRENCY EVALUATION Terry James, AICP At the time of analysis, sufficient roadway capacity exists to accommodate the A. Transportation: proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. Non -Applicable B. Parks /Recreation: Water and sewer are available. 1 C. Water /Sewer: Stormwater retention will be required on -site. 1 D. Stormwater: At the time of analysis, solid waste exists to accommodate the proposed E. Solid Waste: annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. Actual impact fees will be calculated during the site plan approval process. 1 F. Impact Fees: For additional information, contact the City's web page at: www.ci.ocoee.fl.us IX. SITE SPECIFIC ISSUES All Departments The applicant is also applying for a Special Exception for church use that is required for any residential zoning district. X. CONSISTENCY WITH STATE REGULATIONS: Terry James, AICP This property is a voluntary annexation located in an enclave within the JPA area. The annexation will not create an enclave, but will lessen the area of an existing enclave. Page 3 of 3 Notes: These are the minimum conditions of approval for a special exception; other conditions may be added depending on the project. These conditions of approval should be placed on the placed on the site plan. Special Exception Conditions of Approval: 1) The Final Site Plan shall comply with the Special Exception Preliminary Site Plan as approved by the City Commission. 2) This Special Exception shall expire twelve (12) months from the date of approval by the City Commission unless a building permit is obtained prior to such date; such permit being for the construction of the proposed use authorized by the Special Exception. Further, upon issuance of the building permit, the Applicant (or its agent) shall diligently proceed in good faith to complete construction in accordance with the terms hereof. Failure of the Applicant (or its agent) to proceed as aforesaid shall provide a basis for revocation of the Special Exception by the City Commission. 3) Approval of this Special Exception does not authorize commencement of development. Prior to issuance of a building permit, it will be necessary to obtain site plan approval pursuant to the provisions of Article IV of the Ocoee Land Development Code. Further, compliance with all other applicable provisions of the Ocoee land Development Code shall be required. 4) The Applicant (or its agent) shall make a good faith effort to obtain a Certificate of Occupancy for the use authorized by this Special Exception within six (6) months of issuance of the building permit. 5) Should the use authorized by this Special Exception be terminated or substantially modified or expanded in a manner inconsistent with the Conditions of Approval for the Special Exception, then said Special Exception may be revoked by the City Commission at its sole discretion. 6) This Special Exception for [FILL-IN NAME OF USE] shall be applicable only to the proposed [FILL-IN NAME OF PROJECT] as shown on the Special Exception Preliminary Site Plan and is not transferable to any other operator prior to issuance of a Certificate of Occupancy. 7) Prior to the approval of the Final Site Plan for the project, or any portion thereof, the Applicant/Owner will need to apply for and obtain a Final Certificate of Concurrency pursuant to Article IX of the Ocoee Land Development Code. Neither the review of the application/project by the City nor the granting of any approvals in connection with such review shall be construed to grant the Applicant/Owner any entitlement to obtain a Final Certificate of Concurrency with respect to all or any portion of the project or to create any exception from the provisions of Article IX of the Ocoee Land Development Code. HADEVELOPMENT REVIEWS\SPECIAL EXCEPTIONS\Special Exception _General Info & Cites\Special Exception Conditions of Approval_Generic Minumums.doc Page 1 of 1 IMINARY�, GRACE COMMUNITY C 8900 Silver star Ocoee FL, 3285 General Notes 1. It is the Contractor's responsibility to locate all above -ground and underground utilities whether shown on these plans or not prior to commencement of work.. Call SUNSHINE 48 hours prior to commencing work. Contractor shall notify Engineer immediately if there are any conflicts so that the design may be adjusted. 2. - The contractor shall be required to obtain all permit approvals prior to the start of construction. 3. The contractor shall protect all properties outside the limit of construction and shall indemnify and hold harmless the Engineer and the City of Ocoee Commissioners against any claims or liabilities arising from damage to adjoining properties during construction. 4. The Contractor shall be required to provide traffic control devices during construction for orderly movement of traffic and to provide such guidance and warnings to insure highway and roadway safety at his own expense. �• The contractor shall be required to provide erosion and sediment control barriers to prevent siltation of adjacent property owners, streets and storm sewers during construction. 5. All materials and construction methods shall be in accordance with the City of Ocoee Standards & Specifications. 7. Upon completion of construction, the contractor is required to provide "As -Built" drawings showing elevations inverts, dimensions, etc. of the pipeline and associated structures at his own expense. ALTHOUGH THESE PLANS WERE PREPARED IN AS MUCH DETAIL AS POSSIBLE, IT IS CONCEIVABLE THAT THEY ARE NOT COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE SURE THAT ALL MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH THE LAND DEVELOPMENT CODE OF THE CITY OF OCOEE. 1 PER C= OF OCOEE DRAINAGE PLAN PER RC WEIR ELEVATIONS, PIPE POND SECTIONS 3 PER CITY OF OCOEE :V. DESCRIPTION o. JG 11-05-03 4 PER RC JG 11-26-03 zL PER CITY OF OCOEE JG 02-09-04 6 PER CITY OF OCOEE BY DATE: REV. NO. DESCRIPTION Owner/Applicant Grace Community of Faith, Inc. Rev: Larry W. Ware P.O. Box 55029 Orlando, Florida 32855 Phone: (407) 298-6917 Surveyor Law &Associates, Inc. 1650 Acme Street Orlando, Florida 32805 Phone: (407) 246-1880 Fax: (407) 246-1940 L M_.9 Li a A RC Land Engineering &Design, Inc. 1203 Kinsmen Drive Auburndale, Florida 33823 Phone: (863) 965-2128 Fax: (863) 967-6938 In so-1110[0141 IT P AN 1 FAITH CHURCH Water A City of Ocoee Utilities 150 N, Lakeshore Drive Ocoee, Florida, 34761 (407) 905-3191 A � City of Ocoee Utilities 150 N, Lakeshore Drive Ocoee, Florida, 34761 0 (407) 905-3191 Ext 4,00 BellSouth Telecommul Inc. Dana Jones -Utility Consultants, Inc. 500 N. Orange g Ave.,Room 360 Orlando, Fl 32801 UtilityProviders 1. Electrical Power: Progress Energy Florida 452 E Crown Point Rd Winter Garden FL 3477 8 Phone: (407) 905-3303 Cable Television Bright House Network 844 Maguire Maguire Rd Ocoee, Fl 34761 Phone: (407) 291-2500 Lake Gas Service Lake Apopka 1320 S. Vineland Rd. Winter Garden, Fl 34778 Phone: (407) 656-2734 Contact Person: John Fazell THAT PART OF: "THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, SECTION 15, TOWNSHIP 22 SOUT ,RANGE 28 EAST LYING WEST OF 13 AND 14, LAKE PARK HIGHLANDS, LYING WEST OF STATE ROAD 438, SAID LAKE PARK HIGHLAND ' BEING RECORDED IN PLAT BOOK' FA PAGETE �4 PUBLIC CU KNOWN AS LOTS ORANGE COUNTY, FLORIDA" RECORDS OF (SAID PROPERTY BEING T14E SAME LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3351, PAGE 2186, OF THE PUBLIC RECORDS OF ORANGE COUNTY FLOR IDA.) LESS AND EXCEPT: COMMERCE AT THE POINT OF INTERSECTION OF THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH RANGE 28 WITH THE CENTERLINE OF SURVEY OF S.R. 438 (SILVER STAR ROAD) AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAORANP SECOUNT' FLORIDA SAID POINT BEING 809.965 METERS (2657.36 FEET) SOUTH00°04'12"WEST OF THE NORTHWEST CORNER OF THE NO SECTION 75250-2525, CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 174.860 METERS (573.69 FEET) AND A CHORD BEARING OOFFNNORTH7$ 9'50"EAST,• THENCE RUN 15, ALSO BEING A POINT ON A ALONG THE ARC OF SAID CURVE AND ALONG SAID CENTERLINE OF SURVEY THROUGH A CENTRAL ANGLE OF 01 °56'09" A DISTANCE OF 5.908 METERS 1 NORTHEASTERLY OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE EASTERLY RIGHT OF WAY LINE OF JOHIO SHORES DRIVE AS SHOWN ON SAID RIGHT OF WAY FEET) HE A POINT DEPARTING SAID CURVE AND SAID CENTERLINE OF SURVEY RUN NORTH00004'12"EAST ALONG SAID SOUTHERLY EXTENSION AND SAID EASTERLY RIGHT F WAY LINE DISTANCE OF 199.831 METERS (655.61 FEET) FOR THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE NORTH00°04'12"E WAY LINE A METERS (17.41 FEET) ; THENCE SOUTH89°55'48"EAST 3.353 METERS (11.00 FEET) ; THENCE NORTH00004'12"EAST70.762 METERS (232.16 FEE TO THE BEG EAST 5.308 NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 82.252 METERS (269.86 FEET) AND A CHORD BEARING OF SOUTH48°44'59"EASST; THENCE OF A SAID EASTERLY RIGHT OF WAY LINE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60050'22" A DISTANCE OF g�NCE DEPARTING FEET) TO THE END OF SAID CURVE; THENCE SOUTH83058'43"EAST ON A NON TANGENT LINE A DISTANCE OF 29.431 METERS (96.56 FEET) TO THE POINT OF CURVATURE METERS (286.54 CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 7.600 METERS (24.93 FEET) AND A CHORD BEARING OF NORTH62002'58"EAST; THENCE NORTHEASTERLY OF A THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67 56 38 A DISTANCE OF 9.012 METERS 29.57 FEET) TO A POINT OF TANGENCY; THENCE NORTH2 7'ERLY ALONG DISTANCE OF 61.127 METERS (200.55 FEET); THENCE SOUTH61 °55'20"EAST A DISTANCE OF 1.006 METER (3.28 FEET) TO THE BEGINNING OF AND RADIAL TO A 8 04 39 EAST A SOUTHEASTERLY HAVING A RADIUS OF 288.300 METERS (945.86 FEET) AND A CHORD BEARING OF NORTH46058'20"EAST; THENCE RUN NORTHEASTERLY CURVE CONCAVE SAID CURVE THROUGH A CENTRAL ANGLE OF 37047'21" A DISTANCE OF 190.147 METERS (623.84 FEET) TO A POINT ON THE NORTH LINE OF LOT 14 OF AFORESAID THE ARC OF HIGHLANDS; THENCE NORTH89°56'52" EAST ALONG SAID NORTH LINE AND AN EASTERLY EXTENSION THEREOF A DISTANCE OF 52.291 METERS 171.56 FEET)SAID LAKE PARK INTERSECTION WITH THE CENTERLINE OF SURVEY OF STATE ROAD 438, SAID POINT BEING A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A A I A POINT OF METERS (573.69 FEET) AND A CHORD BEARING OF SOUTH48059'37"WEST ; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID CENTER�� N R174.860 SURVEY THROUGH A CENTRAL ANGLE OF 56008` 15" A DISTANCE OF 171.325 METERS (562.09 FEET) TO A POINT OF TANGENCY THENCE SOUTH2O055'29"WEST IOF N ALONG SAID CENTERLINE OF SURVEY A DISTANCE OF 101.699 METERS (333.66 FEET) TO A POINT ON AN EASTERLY PROJECTION OF THE SOUTHERLY BOUNDARYAND COT�7ClN[JIlS DESCRIBED IN OFFICIAL RECORDS BOOK 3351, PAGE 2186, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN ALONG SAID EASTERLY PROJECTION TII N OF LANDS SOUTHERLY BOUNDARY NORTH89059'58 "WEST 160.781 METERS (527.50 FEET) TO THE POINT OF BEGINNING. ON AND CONTAINS 2.592 ACRES, MORE OR LESS, EXCLUSIVE OF EXISTING ROAD RIGHT OF WAY. i CONTAINING 6.92 ACRES OR 301,346.25 SQUARE FEET MORE OR LESS. JG 5-13-04 W"` "®'ID' JG 7-20-04 JG 01-21-05 BY DATE: NO ' DESCRIPTION BY I DATE: DESIGNED BY: RC DATE: 9/04/03 TITLE: JG COVER SHEET DRAWN BY: DATE: 9/04/03 CHECKED BY: DATE: PROJECT: GRACE COMMUNITY 8900 OLD SILVER STAR RD. APPROVED BY: DATE: ORLANDO, FL 32855 APPLICANT: Index of Drawings Drawing No. Description 301107-1 Cover Sheet 3 01107-2 Survey 301107-3 Preliminary Site Plan 301107-4 Landscape Plan P.O. BOX 55029 ORLANDO, FL 32855 PHONE: (407) 298-6917 r j I R EES 0 2,005 CALL 48 HOURS BEFORE YOU DIG Its the Law! 1-800-432-4770 SUNSHINE STATE ON CALL OF FLORIDA,INC. APPROVED BY: �2�- 3h _-5 - ROGELIO L. CACULITAN FL. REG. # 40902 DRAWING NO. 301107 SHEET NO. 1 OF 4 W Q N 1 50' 0 50' ow SCALE: 1 "=50' LEGEND FOUNDISK N&D) NAIL A = SET NA IL AND DI SK (S. NFD.) LB 7038 ❑ = FOUND CONCRETE MONUMENT (F.C.M.) o = FOUND IRON ROD (F.I.R.) 0 = FOUND IRON PIPE (F I.P.) o = FOUND 518" IRON ROD AND CAP (F I. R. C.) 0 = SET IRON ROD AND CAP (S I.R.C.) LB 7038 o = CATCH BASIN ® = TELEPHONE MANHOLE = GUY WIRE >� = UTILITY POLE = LIGHT POLE © = CABLE TELEVISION RISER = WA TER METER = WATER VALVE K>I = WA TER SERVICE } = FIRE HYDRANT C.B.S. = CONCRETE BLOCK STRUCTURE ELEV, = ELEVA TION L = LENGTH R = RADIUS D = CENTRAL ANGLE (TYP.) = TYPICAL R.O. W. = RIGHT OF WAY = CENTERLINE = SECTIONAL LINE U = OVERHEAD UTILITY LINE r; = BURIED GAS LINE w = BURIED WATER LINE - = CENTERLINE T = BURIED TELEPHONE LINE RNG. = RANGE E/P = EDGE OF PA VEMENT l.E. = INVERT ELEVATION P.B. = PLAT BOOK PG. = PAGE P.O. C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING CONCRETE 00 x0' = SPOT ELEVATION = ROAD SIGN = OAK TREE DIAMETER AT BREAST HEIGHT CERTIFIED TO: GRACE COMMUNITY OF FAITH, INC. NW C NER I SECTION 15 FND IRON OD .1Z�z B ®67 v' w E=116.3W I I I 0 o I BLO K B I Ld I I 1= I LOT IE=116.3 S �i i I S-157 LOT 13 LOT 12 I Y FLORIDA" STATE 1 o I LOT 13 LOT 12 122.4 Q 1 S-156 r, 12 .3 RIM=39.13 Q 1 LOT 13 P.B. o PG. 127 LOT 12 F�F FCM LB1108 RIM=X 36" RCP � 1�8 IE=35.37W BLOCK A 0.53S BLOCK C IE=34.10E LOT 1 7 - IE=35 -375 22. v v ., u u u u u u v u v u v u v s v u v° G v u u s Qr83W u u u u u u u u 12 1� 0.15W 12 4 - - - - v v v v v v v - - v v - - ap - -v v v 52S RIC 127 rJ 12B g11 no i2,4 -- -- 1 -- -- -- I - - +Iz°s > d- i 9.1 _ - 127.9 _ 1241 NEW PP 26 / 0.55S�11D8 NW CORNER OF SW 1 F 16s 0 128.6 - NW 1 4 OF SECTION 62a.6 +1�a- 12s.�--p• EOP 4 -3s ( �5 �-i,� �_ 1n � 120LD VEMENT 201 G 0.17W - Sn / . �C LRD_ ms �1 ° �� 30' RIGHT • AY) eos 7 G o FN&D L81221 - If'E 0 �-- 0.05S, 0.33W ( ��G L THE NORTH LINE OF THE SW 1 4 OF NW 1 s r 171 56' lzs•7 788.07' N89°56' fil�l9 + - , G G l 128.6 G G ylr G 493' G G G G G G I00-- G G G -124. G G G G G G `l Ttm +tz�.� ,a +z - ,.. rG ___y 3' a'c 1 -202 �/ P ' 1 .7 �8.7 vn 3ei r�r 127.o mu mPG s.6 174 fw4 5 _ o + 8,0 7 x 6,0 �� 1 + � 12RX X 1 �21 STOP 1.1�0.77.7.7yy��''�� 26�6J�6.3 5.85,8 I" 125 �.8 t' �1 6. CONIC WALL IE Q, G LOT 16 > t ° 0 * 7.7 _Al7.4 17126,E 5,2 126A U2 \fib +1 �' �7.8 Ow 6. 05.4 1 LOT 14 �j ,0 , 9,1ir 3 7, _ �.., (k� 7. 8,4a�7.3 x 126.1 !26 x 125.4 (3j ,. +i .5 �ti x 50 x 1 8 / "s' 24,7 x 127.7 . •3; , x L� x 127.1 x 126,7 5,6 1 64 , x 128.8 + 1�� c �OQ / / S-203 > 12 9 N 8,9 1�& 07,0 1 ' ' IE=X RIM=X ~ O/� 6,9 3_20 4 IE=X RIM=128.5 I o x 126.4 I 126. RI IE=117.0 N IE=117.0 S i28 7 O %9-158 12�''2 O RIM=39.11 x 128.6 a28,5 x 128,5 x 1281 x 127.6 > Z IE=35.58 N41. IE=35.58 S r.127.1 6,6 LOT 15 12055'48"E �b ^. LOT 98 o_ n " 129to _clq,2 N 3 '� / RIM=128.0 �t I 889 '~ 10� h 11 9 3 �� 5 / IE=116.9 N M ° M x127.8 �, Ii x 127 ��°� LOT 97 IE=116.8 W I U x.8 'x 128.7 x 128.4 / S-201 6's u (� p ° „ Z LAKE PARK HIGHLANDS x127s RIM=X \ / 89 55 48 W 2s,e r' ' IE=x > IM P.B. "E", PG. 124 x127,6 / a 2,00 (�128,6 y 7.8 m® IE=X - 12 ( 128.E LOT 13 1 �� -� n u (�129.1 J l.li' 1 .128.1 ( 129 I � x 127.7 LOT 96 x 12s.4 / i 1 .5 RIM 6X x 129.1 x 129.3 x 129.2 128 , 1 IE=35.70 N 5-159 RI b=lMf� v A C A x 128.4 / RIM X 28.5 > �1E�k7.5 x 128.9 / IE-38R110�1' IE=125.0 E 2 18" R I IE=117 S (i129,3 8 " IE=12.8 W 1"-5" PINE FOREST \ i x 129.2 1 .2 / \ u + LOT 1 129 t a N x 129.5 9 x 129.4 LOT 95 312di'.9 w x 129.4 (�+ U7 W w I / / < / PHASE 2 , ; 12 (� I N128,7 n O �z (•�129,1 + xiz9•s ,4,, • B4 171 TEMPLE GROVE ESTATES Z I o FN&D / P.B. 32, PG. 126-127 O + i �\ � x 130.4 L81108 LOT 2 U) > ( x 129.8 x 130.2 \ �9'� 13 30,5 51Q�' OS O + 9.4 x1294 7W / ),130,7 1. ti; \ �/ 131.1 1 133.5 6 ��1 JOHIO BAY SUBDIVISION = 2(.8 .1 �"133.1 20 mo P.B. 28, PG. 3 Q , 81 UP x 130.1 ,} 3 FIRC 1 U �61°S o ss 6 '': (31,4 LEGAL DESCRIPTION x 129.9 / v? 5210.08W p 431.7 / x 130.4 x 130.4 //,, .. 5 +'' L Jos x 129 (�130,2 FlR8' 155'v ' ` Q 19 y 0� THAT PART OF: I° 129. .19W x 130.�15556 3131.8 LOT 3 e 430.1 x129.7 � -"�- 0.09W 71 r'+ 4�_ "THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, SECTION 15, TOWNSHIP 22 SOUTH, RANGE 28 EAST, t° I (l .5 „}' (313 • LYING WEST OF STATE ROAD 438; ALSO KNOWN AS LOTS 13 AND 14, LAKE PARK HIGHLANDS, LYING WEST OF STATE ROAD 0 o I (�129,2 r .6 h� 438, SAID LAKE PARK HIGHLANDS BEING RECORDED IN PLAT BOOK "F", PAGE 124, PUBLIC RECORDS OF ORANGE COUNTY, x2� x130.4 133./ry /= FLORIDA w w h � EIM35..s2�N x 12s.3 c0. , 1� ^�N - AID PROPERTY BEING THE SAME LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3351, PAGE 2186, OF THE PUBLIC 1 I I IE=35.92 S n; s_ RECORDS OF ORANGE COUNTY, FLORIDA.) x 128.2 IE=37.75 D< 131.2 / i RT 5-149 12 ,71 \ RI 8. Q RIM=1 0.0 I q '1 IE=x 3Q RIM=X a LESS AND EXCEPT: IE=118.3 S IE=12 9 E oo (+ C�� 3 ', IE=X 0 LOT 4 PT 29.5 ,�86 x130.5 o x129• +°p�` 13324 Q �, IE=x / LOT 92COMMERCE AT THE POINT OF INTERSECTION OF THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 15, TOWNSHIP 22 1 I SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA WITH THE CENTERLINE OF SURVEY OF S.R. 438 (SILVER STAR ROAD) AS Os gas, ��"/"� h� SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 75250-2525, SAID POINT BEING "t' %A �� 6 v e 809.965 METERS 2657.36 FEET SOUTH00'04'12"WEST OF THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SAID N - �RcA l?;* x 130.7 ( 130.0 (}28.1 �c?6•S Q� 5 h' 1? ( ) 2 p o SECTION 15, ALSO BEING A POINT ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 174.860 METERS (573.69 1 �o os �� F°A j/ s', cc 01 ��ET) AND A CHORD BEARING OF NORTH78'39'50"EAST; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND [V ,�30,2 0.2 x 12 x 126.1/ �. r 26.5 n/ �� / m o x 126.3 �' Qf26,4 2 /�h ALONG SAID CENTERLINE OF SURVEY THROUGH A CENTRAL ANGLE OF 01'56 09 A DISTANCE OF 5.908 METERS 19.38 FEET M Z x 12BRC ? p � °tn ( ) S-162 I 127 RIM=X IE=37.80 E TRACT "A" 1 206 P.O.B. LESS & EXCEPT EXISTING RIGHT OF WAY LINE PER F.D.O.T. SPECIFIC PURPOSE SURVEY SEC. 75250-1525 DATED 04/98 SURVEYORS NOTES: 1. THIS PLAT WAS PREPARED AS A BOUNDARY & TOPOGRAPHIC SURVEY. 2. SURVEY BASED ON DESCRIPTION PROVIDED BY THE CLIENT. 3. THIS MAP IS NOT A CERTIFICATION OF TITLE, ZONING, SETBACKS OR FREEDOM OF ENCUMBRANCES AND WAS PREPARED WITHOUT BENEFIT OF ABSTRACT OF TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY AT LAW. 4. PARCEL IS SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD. (RECORDED, UNRECORDED, WRITTEN AND UNWRITTEN). 5. BEARINGS ARE BASED ON THE WEST LINE OF SECTION 15 AS BEING N00°04'12"E. 6. UNDERGROUND AND ABOVE GROUND IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE SHOWN. 7. THIS PARCEL LIES IN FLOOD ZONE "X". THIS INFORMATION WAS TAKEN FROM FEDERAL INSURANCE RATE MAP 12095 C 0210 E, DATED 12-06-00. 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. 29, AS DERIVED FROM ORANGE COUNTY BENCHMARK NUMBER R-214-008. 9. THIS SURVEY WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, 9,2 x127T,7 S-167 LB2856 5, s '� r•, TO A POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE EASTERLY RIGHT OF WAY LINE OF JOHIO SHORES RIM=129. 8 ��9� T 128 ° RIM=X oAls ,r Q N DRIVE AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE DEPARTING SAID CURVE AND SAID CENTERLINE OF SURVEY RUN 9.8 N83 n 3 ftS56 0.17W� ' 129.6 58\ 6.56' 0.19W ' / 1 <v LOT 91 NORTH00'0412 EAST ALONG SAID SOUTHERLY EXTENSION AND SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 199.831 9 x, T T METERS (655.61 FEET) FOR THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE �6 131 \/ (�C� t5,4 co NORTH00'04'12"EAST 5.308 METERS (17.41 FEET) ' THENCE SOUTH89'55'48"EAST 3.353 METERS (11.00 FEET) ; THENCE =128 1 i 1 =X 29,3 cn�s.1 ® n ,�'' C�� Q" 2s,i MM. NORTH00'04'12"EAST70.762 METERS (232.16 FEET) TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE 130,5 N ' 1 ' i 5 r`7 IE=36.00 N =x �';•'`'" 13i.0 <v NORTHEASTERLY HAVING A RADIUS OF 82.252 METERS (269.86 FEET) AND A CHORD BEARING OF SOUTH48'44 59 EAST; IE=36.00 S RIM=X ` 130.3 ' .� IE=37.80 W (i127,3 \ IE=37.85 W R� '2°�' `b (r2a,2 215 THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A S89'55'48„ E IE=37.85E p 1.= ``3 \CENTRAL ANGLE OF 60*50*22" A DISTANCE OF 87.339 METERS (286.54 FEET) TO THE END OF SAID CURVE' THENCE 11.00 \ 165 72 ��12 R+�°Gjb (�24,4 50UTH83°58'43"EAST ON ANON TANGENT LINE A DISTANCE OF 29.431 METERS (96.56 FEET) TO THE POINT OF CURVATURE V. IE= / _ OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 7.600 METERS (24.93 FEET) AND A CHORD BEARING OF SOUTH LINE OF LOT 13 N89• 9'58"W ` N N - _ NORTH62'02'58"EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67'56'38" LAKE PARK HIGHLANDS 527.50' RIM=13. IRC173 19 LOT 90 A DISTANCE OF 9,012 METERS 29.57 FEET) TO A POINT OF TANGENCY; THENCE NORTH28'04'39"EAST A DISTANCE OF 61.127 N00'04'12"E - OTTOM=124,8 0 1993 METERS (200.55 FEET); THENCE SOUTH 61'55'20"EAST A DISTANCE OF 1.000 METER (3.28 FEET) TO THE BEGINNING OF AND 17.41' o.26w RADIAL TO A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 288.300 METERS (945.86 FEET) AND A CHORD MK PT OT 18 p BEARING OF NORTH46°58'20"EAST; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL 218 'r O \ ANGLE OF 37'47'21" A DISTANCE OF 190.147 METERS (623.84 FEET) TO A POINT ON THE NORTH LINE OF LOT 14 OF / 0 RED AFORESAID LAKE PARK HIGHLANDS; THENCE NORTH89°56'52" EAST ALONG SAID NORTH LINE AND AN EASTERLY EXTENSION M0• THEREOF A DISTANCE OF 52.291 METERS (171.56 FEET) TO A POINT OF INTERSECTION WITH THE CENTERLINE OF SURVEY OF "METERS TE ROAD 573.698FEEAID ANODNA BEING CHORDPOINT ON BEARINGOFACURVE SOUTH48 59N37"WES CAVE SOUTHEASTERLY HAVING A RADIUS OF 174.860 0 \ ( ) THENCE SOUTHWESTERLY ALONG THE ARC OF s ek25,4 / 0 SAID CURVE AND ALONG SAID CENTERLINE OF SURVEY THROUGH A CENTRAL ANGLE OF 56'08'15" A DISTANCE OF 171.325 g� I M METERS (562.09 FEET) TO A POINT OF TANGENCY THENCE SOUTH2O'55'29"WEST AND CONTINUING ALONG SAID CENTERLINE \OF SURVEY A DISTANCE OF 101.699 METERS (333.66 FEET) TO A POINT ON AN EASTERLY PROJECTION OF THE SOUTHERLY BOUNDARY OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3351, PAGE 2186, PUBLIC RECORDS OF ORANGE COUNTY, d- o FLORIDA; THENCE RUN ALONG SAID EASTERLY PROJECTION AND SOUTHERLY BOUNDARY NORTH89'59 58 WEST 160.781 to / \ METERS (527.50 FEET) TO THE POINT OF BEGINNING. CONTAINS 2.592 ACRES, MORE OR LESS, EXCLUSIVE OF EXISTING ROAD RIGHT OF WAY. i CONTAINING 6.92 ACRES OR 301,346.25 SQUARE FEET MORE OR LESS. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. UNLESS IT BEARS THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE LAND SURVEYOR LISTED, THIS DRAWING IS NOT VALID AND IS FOR INFORMATIONAL PURPOSES ONLY. DIMENSIONS OF IMPROVEMENTS SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. H.L.S. PROFESSIONAL LAND SURVEYOR, FLORIDA CERTIFICATE NO. 3880 DATE SIGNED: FOR THE FIRM DATE OF LAST FIELD WORK: 2-06-03 1n Z 0 W 0 � N c cm to 1 o \.J °O ttf z � N � C d- � N U c W �o Q c> 0 U c Lu 0 W o 06 C w U �. Q 'c c o r 06 0 v 4 O R 0 2 V W ~J 06 � >o 6J� 5D tz L J a i O VJ `id Jc L Q co u- 0 0 Q_ 0 F- C � C cz E 0 co 0 a C CD 0 li - o c� O SCALE 1 111= 50' CHECKED BY: DRAWN BY: RAE VW DATE: 02-06-03 S-T-R 15-22-28 PR❑JECT NO: 03-06-402 SHEET 2OF4 I � I 6' SIDEWALK © INDENTED R/W TO BE CONVEYED TO THE CITY OF OCOEE TO STRAIGHTEN THE R/W LINE EXISTING SANITARY MH #2 I I I I JOH10 BAY j A - -I AN FOOT AND A FDEP PERMIT WILL BE OBTAINED PRIOR TO INSTALLATION OF CONFLI ARE I REQUIRED BEFORE THE CITY CAN APPROVE THE FINAL SITE PLANT. PROPOSED 6' SEWER LINE I ! TIE INTO EXISTING MANHOLE " SEE ARCHITECTURAL DRAWINGS / ....,k LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE WARRANTY DEED SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. AT �� , . ` FOR CONTINUA110N OF LINE I >_ r g€ 1 3 LEAST TWENTY (20) DAYS PRIOR TO THE CONVEYANCE, THE OWNER SHALL PROVIDE THE CITY A LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION OF THE RIGHT-OF-WAY EASEMENT LINE FOR SIDEWALK 15c! �I� "' `" = ;,,.,/ : ' GENERAL STATEMENT' PROPERTY PREPARED BY A REGISTERED LAND SURVEYOR WHICH HAS BEEN CERTIFIED TO THE CITY. THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND p aa/ �l CONVEYANCE OF THE RIGHT` -OF -WAY PROPERTY TO THE CITY, PROVIDE TO THE CITY, A CURRENT ATTORNEYS OPINION OF TITTLE, OR A CURRENTTITLE COMMITMENT TO BE s_ it5 , STOP SIGN PER I ~':: ° ;, u° L' ," THE ROADWAY DESIGNS AS SHOWN ARE ONLY BASED ON THE TRAFFIC STUDY DON FOLLOWED BY A POLICY OF TITTLE INSURANCE, EVIDENCING THAT ,Z E FOR C , C G FEE SIMPLE TITLE TO THE RIGHT-OF-WAY PROPERTY IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, FDOT REQUIREMENTS y <<, -, i9 / PHASE I. ANOTHER TRAFFIC STUDY WILL BE PERFORMED DURING THE PHASE II EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE OF THE RIGHT=OF-WAY PROPERTY INCLUDING THE COST OF O 8" FIRE ^:. / �• �, ENGINEERING AND PLRMITTING TITLE WORK, SHALL BE BORNE SOLELY BY THE OWNER. REAL PROPERTY TAXES ON THE RIGHT-OF-WAY PROPERTY SHALL BE PRORATED AS OF THE DAY BEFORE THE CITY'S U 0 ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE OWNER SHALL BE PAID AND ESCROWED AAWr 1z �:I r , _ �� , ,- ! / ,, SITE DATA: BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES. NEITHER THE OWNER NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO 12e • OTHER COMPENSATION OF ANY KIND FOR ON ACCOUNT OF OR WITH RESPECT TO THE REQUIRED CONVEYANCE OF THE RIGHT-OF-WAY ~ 12 L - - _ - - - ANY ROAD IMPACT FEE CREDITS OR , PROJECT NAME:- -- GRACE COMMUNITY OF FAITH 26 II p PROPERTY TO THE CITY. NOTWITHSTANDING THE SUBSEQUENT CONVEYANCE OF THE RIGHT-OF-WAY PROPERTY TO THE CITY THE OWNER SHALL BE SOLELY RESPONSIBLE FOR 124 / \ ADDRESS: ; - - - - - - - - - - - - 8900 OLD SILVER STAR RD. MAINTAINING THE RIGHT-OF-WAY PROPERTY UNTIL SUCH TIME AS IMPROVEMENTS ARE MADE TO OLD SILVER STAR ROAD AND JOHIO SHORES ROAD WITHIN THE RIGHT-OF-WAY OCOEE, FL 32855 PROPERTY. w Q-------- 21. Prior to the commencement of construction activities on Phase II of this project, the Owner shall submit a traffic pgo- � APPLICANT ADDRES, REV. LARRY W. WARE study to the City of Ocoee. As part of their review, the City may require the Owner to dedicate and convey additional 1' 247WHITE STOP BAR I `�'�:�,v'�o'�l , � „•'� ORLANDO, 5FL032855 9 y. � road right-of-wayalon Johio Shores Road and Silver Star Road to the City. In such event the Owner shall convey ei ONFF,� / the additional road right -of way by warranty deed free and clear of all liens and encumbrances except for those TELEPHONE: -- 407 298-6917 matters acceptable to the City. The form of the warrant deed shall be subject to the a � /---------- ( ) P Y• Y j approval of the City. The © I `' r Owner shall, contemporaneously with the dedication and conveyance of the property, provide to the City a current CROSS WALK i - - ---- , ?' attorneys opinion of title or a current title commitment to be followed by a policy of title insurance, evidencing that r� `- ----' ZONING/ L ND USE DATA: fee simple title to the property Is free and clear of all liens and encumbrances except for those matters acceptable `J RE RAMP PER FOOT / i _ -�� / I� to the City. The costs and expenses related to the conveyance and dedication of the property, including the cost of REQUIREMENTS � EXISTING ZONING: --------- RC-E ORANGE COUNTY Y y property p p y p y M 1 11 title work, shall be borne sole) b the Owner. Realtaxes on the property shall be prorated as of the da / " �' PROPOSED ZONING--------- R-1AA CITY OF OCOEE of the City's acceptance of the conveyance of the some, and the prorated amount of such real property taxes BENCH & TRASH I .-:: RECEPTACLE I � 4.t� ` '� a �/. 14N attributable to the Owner shall be paid and escrowed by the Owner in accordance with the provisions of Section -> I i�� -------hat if the conveyance occurs between November 1 and December 31, SITE AREA: -- i - 301346.25 SF OR 6.92 AC 196.295, FloridaFlonda Statutes; provided, however, y i \ Syr - IMPERVIOUS: ---�- - - - - - - - 3.26 AC OR 47.1 % then the Owner shall be responsible for real property taxes for the entire year. Neither the Owner, its successors DISCHARGES INTO FDOT and assigns, nor an other person or entity shall be entitled to an road impact fee credits or other compensation STORM SEWER SYSTEM 9 Y P Y Y P p OPEN SPACE: - - - - - - - - - - - 3.66 AC OR 52.9 % of any kind for, on account of, or with respect to the required conveyance of the property. � H l DESCR. 1 PHASE I _PHASE II PHASE I & 11 22. At the time of platting of the Property, a Sidewalk Easement over all sidewalks located within the Property and METAL POST TO BE GALVANIZED All BOLTS NUTS, WASHERS along Johio Shores Road and Silver Star Road shall be dedicated to the perpetual use of the public. I"1 / AND SCREWS MUST BE RUSTPROOF. r l ! - -�10.48 - - CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE BUILDING-- AC OR 14.6 % 0.32 AC OR 8.8 % 0.80 AC OR 11.6 �■/ / A MINIMUM COMPRESSIVE STREGTH OF 3000 P.S.I. ( BLDG DATA: F--� / SIGNS WILL BE FABRICATED BY USING R�FLECIING COATING IN THE ASPHALT-1---- - - - 1.16 AC OR 35.2 % - - 1.14 AC OR 31.5 % - - 2.30 AC OR 33.2 % / SYMBOL, MESSAGE AND BOARDER APPLIED TO A SHEET ALUMINUM / INTERNATIONAL SYMBOL MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES B) (�� OF ACCESS (SEE NOTE 5) SIDEWALK - - - -10.14 AC OR 4.2 % - - 0.02 AC OR 0.6 % - - 0.16 AC OR 2.3 % 2' HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC 10 \\\� SUBTOTAL IMPR.- -'1.78 AC OR 53.9 % - - 1.48 AC OR 40.9 % - - 3.26 AC OR 47.1 % DESCR: STORIES: AREA: SEATS: HEIGHT: FINISH FLOOR: BLUE BACKGROUND04 i� 4"�° REDUCER �� / 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR :- pNiKING BY � 90' ELBOW �� / FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, DISAH Pr7iNIT ONL OPEN AREA - - -1.52 AC OR 46.1 % - - 2.14 AC OR 59.1 % - - 3.66 AC OR 52.9 % MULTI -PURPOSED BLD - - - - - - 1 20,373 SF 249 32' 130.50 y / INTERNATIONAL BLUE IN COLOR SFED, STD, 595c, COLOR &160). TOTAL AREA - - - 3.30 AC OR 100.0 % - - 3.62 AC OR 100 % - - 6.92 AC OR 100 BACKFLOW PREVENTER / 6. SIGN POST SHALL BE MIN. 2'-O CLEAR FROM BACK OF CURB. VIOLATORS B4L SEE DETAIL BELOW 1" WATER METER �� SIDEWALK DEEW D TEC AULEEOW SHALL BE FINED I250 SANCTUARY - - - - - - - - - - 1 13743 SF 1000 35'f 130.50 / 2° DOMESTIC WATER LINE TEXTURE SEE FLORIDA BOARD 1:12 1:12 ■ M OF BUILDUING CODES AND STANDARDS 4.7 BUFFER LINE: ©4' GATE VALVE _____ _3/B' HOLES , RB OR WALK ( ; 35 f 130.50 1 " WHEEL FULL HOLES GRILLED 1' COSgM 1 M 2" IRRIGATION LINE L- - - - - - - - - - - - 1 2750 SF 100 /J �,) - � � FULL LENGTH IN METAL POST, MOUNT FRONT: - - - - -- - - - - - - - - 25' ��t=i= kk �` WITH 5 16' X 2 1 4° BOLTS, OP UTILITY COMPANIES: i I M - - AND BOTTOM OF IGN) I , METAL POST ASTM A- 199 GRADE REAR: - L - - - - - - - - - - 25' po� � I 2' TEE - 5�0° _ I STEEL WITH ASTM A-123 FINISH) ELECTRIC: - - - - PROGRESS ENERGY FLORIDA GAS: - - - - - - - - - LAKE APOPKA 452 E CROWN POINT RD 1320 S. VINELAND RD. LIGHTING POLES I 1" WATER METER j 'WHITE ° BLUE ° BLUE SIDE: - - - - - - - - - - - - - - 25' WINTER GARDEN, FL. 34778 FL 34778 II BACKFLOW PREVENTER STRIPING o (407) 905-3303 (407) R656 GARDEN, 22734 A \ A� / _ 5 STRIPING PARKING REQUIREMENTS■ \ I'° x ' CONTACT: JOHN FAZELL SINGLE LIGHT I NOTE: SEWER: - - - - - CITY OF OCOEE UTILITIES CABLE: - - - - - - - - BRIGHT HOUSE NETWORK A2 DESCR. PHASE I PHASE II �© DOUBLE LIGHT ZLUE BACKGROUND � THE PHASE II BUILDING 150 N, LAKESHORE DRIVE 844 MAGUIRE MAGUIRE RD WILL BECOME THE OCOEE, FLORIDA 34761 0 OCOEE, FL 34761 6° BLUE HASH � SANTUARY SEATING CAPACITY----- 349----1000 SANCTUARY WHICH WILL 407 905-3191 EXT 400 INFORMATION PRVIDED BY ?� : MARKS ON 2' CENTERS _o^ ( ) (407) 291-2500 _ _ No. OF SEATS/PARKING SPACE - - - - 4 - - - - 4 HAVE THE MOST PEOPLE PROGRESS ENERGY ,,�`, OR 10'-0' 0R 10'-0° NO. OF PARKING SPACES REQUIRED-- 88 ---- 250 IN THE PROJECT SITE AT WATER: ----- CITY OF OCOEE UTILITIES TELEPHONE:------ BELLSOUTH TELECOMMUNICATIONS INC. NOTE: CONTRACTOR VERIFY PROVIDED---- - - - - - - - - - 96 - - - - 154 ANY TIME. THE PHASE 1 150 N, LAKESHORE DRIVE DANA JONES-UTILITY CONSULTANTS, IN CONCRETE FOOTING C LOCATION OF LIGHTING POLE BUILDING WILL REMAIN TYPICAL PARKING DETAIL HANDICAPPED PARKING DETAIL TOTAL PARKING PHASE I & II - - - - - 96 - - - - 154 = 250 AS A MULTI -PURPOSED OCOEE, FLORIDA 34761 500 N. ORANGE AV., ROOM 360 PRIOR TO INSTALLATIONS NTS NTS BUILDING (407) 905-3191 ORLANDO, FL 32801 4 PER CITY OF OCOEE JG 03-03-04 DESIGNED BY: RC DATE: 9/04/03 TITLE: PER CITY OF OCOEE JG 11-OS-03 PRELIMINARY SITE PLAN DRAWING No. APPROVED BY: PER RC WEIR DRAINELEVATIONS, PIPE JG 11-26-03 PER CITY OF OCOEE JG 01-21-05 AGE PLAN DRAWN BY: JG DATE: 9/04/03 301107 2 POND SECTIONS 3 PER CITY OF OCOEE JG 02-09-04 6 PER CITY OF OCOEE JG O2/O3/OS CHECKED BY: DATE: PROJECT: GRACE COMMUNITY APPLICANT: REV. LARRY W. WARE �� °- �5"- 8900 OLD SILVER STAR RD. P.O. BOX 55029 REV. DESCRIPTION BY DATE: REV. REV. APPROVED BY: Ocoee FL 32855 ORLANDO, FL 32855 ROGELIO L. CACULITAN SHEET NO. NO. NO. DESCRIPTION BY DATE: NO. DESCRIPTION BY DATE: DATE: ' FL. REG. # 40902 PHONE: (407) 298-6917 3 OF 4 85' ONLY GROUND COVERS IN THIS AREA FOR TRAFFIC VISIBILITY PER CITY OF OCOEE 2 DRAINAGE PLAN PER RC WEIR ELEVATIONS, PIPE POND SECTIONS A PER CITY OF OCOEE REV. NO. DESCRIPTION R� n � Ytra� 4 ��%-../� ��►r _ �y, �?;�.x�`-�+? �kFN�Sa �S>�"�•�.�-:ot�.�sT 3ah��',n .x�F �$�xj)� ��+'qq@,' ¢�u�'�'�9��gg .0 ,��,_ �� , �� i i>' _ i _ i;'. _'siC ►i � s +.. ►� SEN. iME 'elt / S�f 19 GRASS � P � PROPE GRASS I I BUFFEI WINn ?i6� Y LINE LINE B-30 SOND 349 SEATS (20,373 SF) (32' HEIGHT) -SHRUBS AROUND DUMPSTER TO BE 3 TALL MINIMUM WHEN PLANTED JG 11-05-03 /A PER RC JG 5-13 -04 JG 11-26-03 zL PER CITY OF OCOEE JG 7-20-04 JG 02-09-04 A6 PER CITY OF OCOEE JG 01-21-05 BY DATE: NO ' DESCRIPTION BY DATE: NO i�EYlit�' GRASS DESCRIPTION GRASS GRA s/ CANOPY CHAPEL 100 SEATS (2750 SF) \35't HEIGHT F.F.=130.50 SANCTUARY 10110 SEATS (13743 SF) 35t HEIGHT F.F.=130.50 \�.—BASIN BOUNDARY \ �J J TYP. X4 0 DESIGNED BY: DRAWN BY: CHECKED BY: BY DATE: ' APPROVED BY: D 1 `' + 124,9 i PHASE II LANDSCAPING NOTE: SINCE PHASE 11 IS ONLY CONCEPTUAL AT THIS TIME, ACTUAL COUNT OF LANDSCAPING WAS NOT PERFORMED. ALTHOUGH THE PARKING & LANDSCAPING CONFORM TO THE EXISTING CONCEPT, THE SIZE AND USE OF THE BUILDING MAY VARY WHEN TIME COMES TO PLAN FOR PHASE 11. ADDITIONALLY ENGINEER DOES NOT HAVE A CONTRACT TO DO IN DEPTH PLANNING FOR PHASE IL PHASE 11 WILL BE DESIGN IN ACCORDANCE W/ CITY OF OCEE'S LDC PHASE =QUIRED NUMBER OF TREES - II PROPOSED TOTAL NUMBER OF TOTAL PARKI G SPACES = 96 TREES REQ�IRED: TREE/4 PARKING SPACES NUMBER OF SHADE TREES = 33 NUMBER OF UNDERSTORY TREES = 62 REQUIRED NU BER OF TREES = 24 REQUIRED % OF SHADE TREES = 50% TOTAL TREES PROPOSED = 95 THEREFORE, PROPOSAL MEETS REQUIREMENT. PROPOSED TREES NOTES: PROVIDED FOR PARKING NUMBER OF MADE TREES = 20 -ST AUGUSTINE 'FLORATAM' SOD WILL BE USED NUMBER OF NDERSTORY TREES = 16 TOTAL TREES PROPOSED = 36 -AIR HANDLING EQUIPMENT, ELECTRICAL BOX % OF SHADE TREES = 55% AND ANY BACKFLOW PREVENTER TO BE % OF UNDERSTORY TREES = 44% SCREENED FROM VIEW WITH SHRUBS SPECIFICATIONS AT TIME OF PLANTING KEY QUANTITY SCIENTIFIC NAME COMMON NAME HEIGHT SPREAD DBH I # 17 QUERCUS VIRGINIANA LIVE OAK 10-12 FT 5 FT 3-3 1/2" �I Z V J 16 MAGNOLIA GRANDIFLORA SOUTHERN 5 FT MAGNOLIA 10-12 FT 3-3 1/2" 62 LAGERSTROEMIA INDICA CRAPE MYRTLE 8-10 FT 3 FT FOUR 1" TRUNKS 1 117 LAGERSTROEMIA INDICA CONFEDERATE JASMINE 1-2 FT „ 12 3 GAL z� 19 RHAPHIOLEPIS INDIAN HAWTHORN 1-2 ft 12 3 GAL I -I �633 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 24" 12" 3 GAL USE ST AGUSTIN "FLORATAN" SOD WHERE GRASS IS SHOWN NOTE: OWNER HAS THE OPTION TO PLANT SPECIES EXCEPT THE SLOPES OF THE POND. USE BAHIA SOD ON THE OTHER THAN THE ABOVE, PROVIDED THEY ARE IN SLOPES FOR BETTER EROSION PROTECTION THE SAME CLASSIFICATION AND ARE INCLUDED IN THE CITY OF OCOEE'S PLANT LIST. FURTHERMORE, THEY MUST BE APPROVED BY THE CITY BEFORE THE SHRUBS AROUND THE DUIVIPSTER ENCLOSURE SHALL BE 3' TALL AT THE TIME OF PLANTING SUBSTITUTING. RGREEN NOTE: EPT FOR CRAPE MYRTLE ALL OF THE PROPOSED PLANTS EVERGREEN. THEY MORE THAN MEET THE 50% REQUIREM NJ RC DATE: 9/04/03 TITLE: LANDSCAPE PLAN JG DATE: 9/04/03 PROJECT: GRACE COMMUNITY DATE: 8900 OLD SILVER STAR RD. DATE: ORLANDO, FL 32855 11 ^ ^^ ^ . / \ �sf r OR APPROVEDSUBS11TUTEAL WOOD MBER 6'-8• � i BARRIERS PLACED AT PROTECTIVE RADIUS TREE BARRICADE DETAIL NTS 36" RCP 0 IHIO SHORES RD CROWN SPREAD 2x2 VERTICAL WOOD STAKES PERIMETER OVE DEAD AND INJURED �S, TRIM NO LEADERS, 41N NATURAL SHAPE. - 2 PLY REINFORCED 3ER OR PLASTIC HOSE, IAUGE GALVANIZED WIRE E SURVEYOR'S TAGGING 6" LENGTH 2" X 3" STAKES DRIVEN INTO JND AT AN ANGLE, THEN TIGHTENED IERTICAL POSITION, 8' MINIMUM ITH, STAKES AT 120 DEGREE ANGLE MOUND TO FORM SAUCER 3" MINIMUM MULCH LAYER PLANTING SOIL MIXTURE TREE STAKING AND PLANTING DETAIL COMMON NAME SWEET VIBURNUM _ SCIENTIFIC NAME VIBURNUM ODORATISSIMUM SCALE HOR ][ 11= 50' M N U Z r3-I 01 C1 W a M [-+ r� U F~-1 t W V Q� 5 ��.�......� ..,,..�,,.VL\VVJ YRVIIYItiIYf1I SCIENTIFIC NAME LNDICAJImur-MI/A �J 6 7 '11 LIGHTING PLAN NOTES: NOTE ON LIGHTING PLAN: LIGHTING POLES J -PROPOSED UTILITY PAD MOUNTED TRANSFORMER. PROGRESS ENERGY WILL PREPARE A O-FLOODLIGHTS (( jILLUMINATING FACADE OF BUILDING. FIELD COORDINATE AND AI THE LIGHTING PLAN WHEN A �© SINGLE LIGHT FOR EVEN UGHTING DISTRIBUTION ON WALL. SEE SHEET E-1 FOR DETAILS. CONTRACTOR HAS BEEN SIGNED WITH A2 CAP BELOW GRADE AND IDENTIFY ILOCATIOWN/OF CONDUIITS FOR FUTURE USE. ACCORDANCEPLAN W WITH ,THE ILL C TYNOF �� DOUBLE LIGHT ®-PROVIDE ONE (1)-4" CONDUIT W/ PULL STRING FOR TELEPHONE SERVICE. OCOEE'S LAND DEVELOPMENT CODE. INFORMATION PRVIDED BY1 5@-FLOODLIGHT ILLUMINATING CHURCH'S MONUMENT SIGN, THE LOCATION OF LIGHTS POLES AND PROGRESS ENERGY NUMBER OF LIGHTS SHOWN ON THIS NOTE: DRAWING PROVIDED BY PROGRESS NOTE: CONTRACTOR VERIFY CONTRACTOR TO VERIFY INFORMATION WITH ARCHITECTUAL PLANS PRIOR ENERGY OCATION OF LIGHTING POLES TO CONSIRUITON RIOR TO INSTALLATIONS 2 3 PROPERTY LINE APPROVED BY: DRAWINIGNO. 301107 APPLICANT: REV. LARRY W. WARE? P.O. BOX 55029 RO ORLANDO, FL 32855 GELIO L. CACULITAN SHEET NO. FL. REG. # 40902 PHONE: (407) 298-6917 4 OF 4 -'r I- - _ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: February 3, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Grace Community of Faith Church Large Scale Preliminary Site Plan Project # LS-03-006 ISSUE: Should the Planning & Zoning Commission recommend approval of the Grace Community of Faith Church Preliminary Large Scale Site Plan (PSP)? BACKGROUND: The Grace Community of Faith Church site includes about 6.92 acres of land and situated on the southern -most portion of an existing Orange County enclave. Specifically, the subject property is located at 8900 Old Silver Star Road southwest of the intersection of Silver Star Road and Old Silver Star Road and east of Johio Shores Road. The abutting properties of the subject site are mostly comprised of single-family residential subdivisions. The surrounding properties to the south, east and west have either City zoned R-1A or R-1AA and to the north there is unincorporated Orange County residential zoning. Finally, there is also a portion of an adjacent property to the extreme southwest (on Silver Star Road), which is currently used for a retention pond. The subject property is currently undeveloped and mostly covered with pine trees. DISCUSSION: Grace Community of Faith Church has submitted a Preliminary Site Plan for approval of a church with associated buildings. The proposed uses on the site will ultimately include a sanctuary (13,743 square feet), a multi -purpose building (20,373 square feet) and a chapel (2,750 square feet). As a result, the church complex will consist at build -out of (3) three one-story buildings. Additionally, as shown on the PSP, the church anticipates building its facilities in two phases. Phase 1 of the development will consist of the construction for the Multi -Purpose building and associated (parking, landscaping, utilities etc.) infrastructure. The Multi -Purpose building is designed to have a maximum height of The Planning and Zoning Commission February 8, 2005 Page 2 of 2 32+/- feet with a drive-thru canopy. Phase 2 will consist of the remaining buildings with their associated infrastructure and commencement of a "new" traffic study, which will assess traffic operations, concurrency and anticipated off -site improvements. This approval of the large-scale site plan (master plan) will enable the church to submit small- scale site plans for each phase of the project over time. Small-scale site plans are processed administratively by staff only. The subject site will have primary access from Johio Shores Road and secondary access from Old Silver Star Road. To widen the current right-of-way along Old Silver Star Road a 10 feet wide right-of-way will be granted by the applicant. Additional right-of- way along Johio Shores Road will also be dedicated to the City in order to be consistent with buffer width requirements. In order to facilitate pedestrian travel, 6 feet wide sidewalks along public right-of-way have been proposed. The preliminary site plan meets with adopted requirements of the Land Development Code including setbacks, landscaping and parking requirements. The subject property is designated "Low Density Residential' on the Joint Planning Area (JPA) Future Land Use Map. The applicant has, concurrently, requested an Annexation from Orange County, initial zoning classification of R-1-AA with a Special Exception for a church facility. These requests are consistent with the JPA Land Use Map designation. Therefore, the requested Preliminary Site Plan will be consistent with directives of the Comprehensive Plan and the adopted Land Development Code (LDC), which would permit development and construction of the proposed land use. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on January 26, 2005 and reviewed the Preliminary Site Plan. There were several minor technical issues to be addressed from the Planning and Engineering departments that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary Site Plan, subject to the developer making changes specified in the reports. These changes were made and shown on the plans date stamped "Received February 3, 2005." STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary Site Plan for Grace Community of Faith Church, as date stamped received by the City on February 3, 2005 subject to City Commission approval of the requested Annexation, Initial Zoning and Special Exception to allow for a church facility. Attachments: Location Map Zoning Map Future Land Use Map Revised Preliminary Site Plan date -stamped February 3, 2005, O:\Staff Reports\2005\SR05004_AF_GraceCommChurch_P&Z.doc ITEM NUMBER V. MISCELLANEOUS Project Status Report February 2005 Calendar OAP & Z\Divider Sheets.doc s i a t Lco N O T In r r C O r_ C) W N, ri CD v� C!CI m,Calm'' UiU'UI. C m' UI' C.' m' UI W 4y�� LO r D �! �! W iu a, Qi Mi a 0- ri rl O Z'I Z m 4� O v. N' W W 0 0 0 o' of a 3r r3� \i In OI CD 0 'O` N \, r L C.C,C d a) a) C a) Cj a) m -CISI C UIU;U' U, U�I s s Oi U' N U; �_ U)tA;tA'. U, U); C L ' r �� "• a) OL li al L > C• C C a)a) a) Es,E E! C a) Ei N EII N E k c. a� E ml aI EIE,E; E' E' E t §� 0 OI m, U)OIO:O' 0, O O a> c'' C aljll 3 �s in I (a � � o'I (L 2) in l' rni, Cl) U f°o :g' in : u) U) m CO ' cc o z U I' C NI C j NI U rl C '. N. C C U NiN r, C ', NI ..., I d• fA r �r i � I vI III ��I, V �'I LOI �I t o of CDo; o 0 C) C) 0 0 0l, o MI, NI O. �; co N'LA �j CD OI N chlLO rl O O r O r O O Oj0 co, O;r i0 r r r ,x " N d " c� m C aD CI ca c' m c m a> i a> a� C a� C m �.,� d l o m . U d l d l d cui m �; U U m 0 cc U 'y U d { C X Cl) CI �� CII COm ,C; m •> N Q) �I CIE 12; �! �' S, EIE,a)! m E m m ml mlN� J m m d' m u A Fa F -'. O C4 � r NiN ri _ r 1 O 1O. O 1 CD OI 25 C O 1 NI c) 1 O O 1 CM O .. s NON ONi ° it U fn i iQU m� W L L L m O. py !'M, Co III o 0 a) O O O �i E r E E _> a)C 11 () m C cn 05 C 0) C 0) U) \ 00IM � i (D m i O NO V 1 m C L 0 0 C uj :0 C O C 0!—ICL� r I`o:O a lN o NN 10 �I �a ,,C> NI O Q lal�oo °a o C o m�m o <mQinQCQCn nQCl) <=QIQQ('mLo, m!m0a-C.) r 0 r O O N N N O O .. C If w — OD J cy I?� f0 a Z' ' �� O �I �I OI'�' �' m i 04 a �� M O O. LO CD J O 0);'6 O O N M I 'd' O LU c�, c; c' O' m Ui Z' UI U! UII M m m U V c U � a w QI all a C13Z rn —cc' ° to a n a �', �� I �� N: �� N', m H''M m 10 co M C' C c m c � U a) CD to '', y w y wy, ry+ Ui O C yy„ OI .y+ a) CI N C, a) wy.. (D O a) a) a) >+ E! j' E, E E! E E E' E'IE E 3 E. c' E' E EI E' E!, E', E'E E ' OI UI O', U'I Oi U. Oi L) OI O' O, O, 010 O 0..0 U cc m m coo, m 1 coo m :° cc m a) z �i m to'm -Im cD y y �M+ CIOC �O +� y Y 'a C. C N, �, —' ' N (D Cl) N ' p: O'' M p. st O' C) �' to Cl' O. O' v O' vv CD OI cM O 00 �I O CD O O Ce) M, co CD O Q)I LO LO cD t� Oi 00 O,�' O cc) N 0 OI O LO j O, e— .—,, cO : O' O ca O m cn I a) 2 � d c a y a a a) m m a a� m; c; a� o'� m I a) a j c 1, m o'' � �� c �° -� cc m C �I m! CO C' N �I �if0 CI'9 �: iF CI � E c6 9i E',O.E m m cLo,C m,� L`o coal Co.!- cn O2I Qcn mcna'acn H'ii�am: H CD III N ', Cl) O'� O' �,, V. O' 00 cDl Co O' O', O O Q),II O O, O' ' CD M OI N OI N CA O) CA' m N, O O '', CD, cn U) c� In Cn c% Vi'' Cl)d� U' JI J J NI :U0 f6 +O. m0 N mO N mO N 10 d, d m Lt_ O c U M v U rn M s U rn -O m M y N T y a) y a) c a) C U O O:.i'Im C� — i m m a) m N i 0 O O a O p O O O W W am' a) E a v a) y!,� m;�La� LtA L!y C Y a) t�2 C y �'m El l EI C 3 C 3 m.>_— m',m 3: O IU cn'U U = IL) U W !U U § Of IU U IU I—'.0 I— LU U o: 0 O U 0 N LO O O N R m z _ > 13 o c�• o J o O C. to 4 0 7 d W _ 0. N W v IC C 'C — �_ N o d £ 0 4) g o a J 4 Cf O Cc ca °.' z O i � I a v C c y.4 ri'; vII CDui N K LO �' CIOQ O n �{' tMN y C to M C) IU Q d • C } .. a Q ca J d .� C �— .. C N cc d cc U M U � III Q f0 L) r U a � '' E �, c o_ a� O 4- O a, a > CL � c 0�0 O CDO �� H 0 d it N r+ r _ a)Z, Olt) N > d � w C� C O in C, N� C ii N 0 = LU ' _ NI NI •� IA U c H �' Lu a C '� C C C C C C ' �I- E z EI EII E ca E EI.� W E' E J }, rnoO '� o o, o 0 o•°o w o 0 Q�C O LU L N. U U aj C' U' f�,Q 0' UI U r -Uj +. W r C', C N z C C C O)'. N' 1p e6 a3 a3 a3 a3 O'. N :. m� N in ; in' ti in in0 in m in m rV AM a a n IN M N 0 Z, e N M C) I O CD O C) O L Oi ' O' CD O, C) O' O C) Oi O O' C) � O� C) c 'I C) It Ln N N � GO � CO O CD CO � I� Cl M � � O O G N O O) N� cM O) CDO� tli O O I C) �' �—' O O O O O d O 1 CO •y '� N N Q f0 N C Co .— a) N m M L) <; d U O O)i m E I 0', ca 11 dI� �I' V U) UI m I a, n rnl W g C: _ X X C Cn a (6 - ' a3 c as C C'' a3 f0 c E c6 a3 E �_ — N �_ L) E c O)' 3 i a m Cn ¢ ¢' Q m ILL a m a m I m (L m (n C) c C) U 00 0 N M M W NI O O� , Yh '; O Q - O' O J N N � O) O co Cc (n I a i O, C C 'o O N w C O 7 `eas a)OO ON U J T J >+ J A'I t>p a) c0 m `_ N O C O E 00 E O lu0 -a ui �� '� SIC a) J' X �i> cw O NI,O 3 I a)I2 0 a a) E'alllIa CL E aD E 0 Eili �I i N V' 0,E rn in as a) y I a) y a) g j n a O) 0 00 Ca N O 0 C 0 ca O N> a) O O a) "U O a) N a) N a) N: O Qr 0 Q'� Qi0 Qj0 C as �, m w C7 w, > cc 2 LL',0 m Q O Y C9 QIU a 0 M LO O O N N N CD U _ Z m' ° LO CD�I O, o, p: ui'I o', cI o, O C CA J 00 j EL N MI Z' O �- c N cl M c', ca cc$ m Z Q m i m i m a li c.i, � C) CL o l o a m n. m CL m' � I CD n! mI Cl)pINII'', � I c O O N 00 v �' �i O a) 06 rA a, a) ': Cow a) � a! a) U) � vi m � = a a) eni LO (AH' N' y', N m' 0 rA, N' 0) CD Coa) a) m a) a) ; to d a) W E N E E E E, E' EIE1, Ei E O E'', E Ell Ei EI, E E; E'I W O .• U O, O U O UI O, UI O', U O UI O' O' VDU! O U � cc N CU cu Co C9 cc cn cu I U) ! U) coI U)cn ccu _0) cn U cn li N _� U '....il r-• '� M "0 cn M L j N N N I .- ll' U i U II L) U U O' OI O c) 01 v O LO O O v IT CD: 0: v', Cl!O v �I LO LO ' O �, ` — 0 �' M i N O N O OO (Olf� OIL, m M, �I CN N O NI �, CD M. O N i N �I O �, CO CD' 0',0 NI O O a) rj)I w a) in w _ C m v, _m a) Z'=Vc"o_O! oo mas aC) ' cc C CN2I 6iJ' L) C Cn I C,C O Oi � L) O C'O) C.. 'aI(aaI._ LI'�I Nm = = m O OII CL (L CL U Ui N a),m f- O'I E m'N N m d;J a. _m' d; :3 ml(L : 3 fnil-' X a)I W W' 7 m d, Ni N'i N' I OI O,p, v' 9, O', pI p O M' p 00 N, pI N O O N i C) O 1 o' CV; �, N N J' N N' JI J' J C w CC _ a) ' a) ' a) E U Z = = N f,� l 7 E 7 E 7 E O b o O) O 0 LA m N> N N 7 .J .-. I w- m (a c d m > I=� C a) ,> E E E C C J• - CD C_t0Q C C O O m O V O cI V O O y y c °) �'.o 0 c' ., •r- m O 3''. W W 'LL_ E'IEIN LL_ rn .cl,y °' -E c aUi cLi' cLil aUi cLil mI m E �i� m! rn a�mi L mj cc o o �, L. �I L' ct$ �ja L�a) X' = a) X N 0�,7 O XII E a) a) cc Efnfn_j OI,Oi,m 0�.m 0 C L) 0 1 0 I=w =wa.w'=Lfw' riG1YeCO 'YU) O v LO 0 O N N N 1 U G IC f0 C N' f0 O C E Di o w N J +� r Co ap! 7i U O; a w LU oO; c O' IL N (L a, m�p�'I d fA p) .. C N C U) O O lli N C� Q j v w C O N W y.. U �� . LLcc V' o C m m v U a'.rL ci J� c�-J MIS m! U o'� lU — N N''! �' O' �; �� CI O) al c0! a N R� F-I �.I�I t6 N �; LO' =I p — •_ C �I OI ��''� O W� k O O' OI N N d Ni N �I N yII N CO Cr L C C N: E U) E E, III +.� } ` EIE -� .r D U U E _ a� E U' EO' Ei U, EI UII E U f > o ' �'' U,co U U . U (D U a' X I , Z• ca am ri '' v� p oc m LLI Q) a) :£ Q w ! d (A H F- � a N Cl) IL Z Z t/) (A AU Cl) N W "] � I O' Co, CD Cl) N Cl O' V i O '-t 'i Cl to : OI LOd Cl I OLO O O'I LO aR( 31 Cl N O, N O O O' N N O' N N N O W OII O' fCp +% (j) N a. (D C C O U m O 4) a C U 7 Co Co Nc m "�' N �: cm'I U U C a O co O O,' cc C L) > N .O �rN C Oi0 r C'.. .8�! � f6 � E) N -a !A 4.I LL. Or a- C-6i Q1 (L C/) 1 m d 0-0 UI ca mIU) dIJ d U) r ..� co CO! M N Y Cl T a v CD N O N O M I O O N Cl' O' N C) C �1 CD, O N Lb �i �I N m `- fn (A J fA m i J C w C M f�0 -� X aiS to to O, N tN N N p 0 fn N Q11 y O O C •- w C y � .� y C N C C)iC N a) C U MSC N U c0' Nr Ni, C' `! U `I` UIU •- .- 7 ��` �.- .- D Ali O' O D)I O— -m O D)I O— O O MI C (6 _ QI .O N LI N N L_•L f0 7 0 mIL (0 7 ml N O m CIm y V "D ! N Clm 'C O C. '� NI E C y! 0 1 D O N -D D N a D O 7 0 . M,M �Im a�i'�I a°�i' f6 s, �I �'� oj� Lo of cc m O LO LO O 0 N N a LL LU o O; 20 NI a' uj cri ri ri ri v Q o U �; o, o C) 0 0m it to LN�N N� I-� }� WiCC) co MI LLf� r .. d C m calm m m U i O'I M m U Ul0 0 U, U NI �I' Lfi� � V Cl0 0'! 0. a� c. a al ',l o :W ali fl n fllc� n, m a 00 o N al m mlm;m m ci JII o m } Ni m! Ololoo' o' Oj y� O co 0) r , O ' O j •• C, a) Q) I (V (D l a) , a) I E O ; � j a)' a) (A NI Nl N fn� (n E U) C) +N.' I N . ... ' U y .N II w w I O O , a0) � w cll cl c; c c cic' c c UI _', c m c O N OI a) N a),NNIN' a)' a) >,i a) C a) E EI El El E E:EIE' E E Vj �' Ei nl, E E E' EI E' E E E;E' E E E' E o w OI o o' o o',o:o 0 0, o' D' o' �' o U U ili � I tt I4 '.4.: tt- I 4- c :a O w .f0..f0. «U .o. .1°. °) w m co z 0 � (n U) co cn a co z co U).� I 0 (A.� n' y n L N I I � L_ j c n' c N 3: co Q Q a O J -� a J'I a' a QII, C7 M M MM M O O! OI, O. O O O'.Oi ..lu "' CO Mi O, r O,Mlir'� M CAi N N'O'��I N _I Ni NI �� N� N coI a0, N �' r �!M'ICOI NI N r LO NI NI O C) ClI rl. O C) OOI C) r. r C) c, cc.� C. O O a) cc Q a, cn0 m UI CI' a g fOl,m cmil3� a OI OIL o �wp�M � l�j�c«i�, cml� [ o caOIa)cc'•cra 1an ¢ ncoa�w Uao' a m 0- U) QI Z orpl N �1 OI �� O; Cl O! C) OI M Cl, , V N . i I � r C r. M r r Cl =: W p p p C, O'� �I O O p�,I OI Oi N O N O Of N U'j N N O NI mI (n Q i ,i Ji (QI U)J C C O a) tjjCCm m C LO h VUi N ( co V) a) -�� OILO .ILOLO; LOm m :.'i E O O CD _NyNNyN E oY U'U UCD OmL 'm O'm Olm O m Ti U J J mc Ni mp O �.�i'IOYa)pE'O�O c'I iM ai a) d a0 aa N YY Q)�CO 0 YUYUcm m of m D U M,m�U Mu M MI (1) wl �m'2I21 20a10al0ai0a00-0a1 OU r 0 co Cn O O N N N U CD I co �I �I o O o • - o ! rn 4 r c .. Ni I Lf)I .. oO .. N, O; U' c (p co:, C,I c LU a ! �,I °li °'I LLI '' Z' WO a' a OJ ui 01 a a CL C)!O, R' O 0 fD O �; O m p tm CD as N 0 O _ O, a.. Qi SI O cl Ni C a) a) �i CI U' O' O (D 7i (0 N 0, •3i O �1 j U) _ (p O N (D N C LU a) C a) E u, E: E E,' cI E al, E' E �: E' E '�. UI O' O U 0 � U 0 U'; 0', U O), cl OI U, 7i 0 m' U O ,. }0, V)' p a) Z w co N U) t w U)' (0 U) (0 � cu V)' L m '� U) th N' (y N' tp (yi �I I I Ui U Q Q U H, U UI U O Cl; O', O O O' Oi OI O _O C)1w wC) U,)' coO O OI O OI O c I d N tqii C C � C a2S Ni, .O. U) C a CU c (o aii ca !� rnlm a _U C I� U N c �I U) i_ N X •C c� 0� - OI C N c.._ d N •5 (0 N N C .+fO (6 E c�0 (0 r- y 2 c' m p .� 7 d LL, d'fA CL < Of(L (L m a. fn O Oi MI O -� fl.; tt O CD'a ' NI C)'O Oi N N' O' C) C C � JW r,Q N d 0 O �� O E O U 0 EO E a°'� f0 �V) aci , m E Ewa E am E E0E 0-0,C) 9(D C_)� m 0 U 0 0 U O j 0 0 U CO U 0 �'''U 0 O U O''U L (n Q 1'c c C O I.2 N C O) �' C O Y J a°i aa) D x 0I � � a� E � i a� a� c M. a� a� 4) E 0 a- i m SL m j w Q 0 c' O c U N', 0 E �i0 D O 0�0 =0 C'iE M9 c ��C C O ��i•`- U U N 0(-): U O > OUm¢� 0 (0 0 m; U OaUa.;Oa., U L U U N (0 N! (0 (6 0 0(no a.OUaHaaaNC'14wl 0 rl- LO O O N N o 0I � ui'' UII co', w; 0 _Oco n' W ! _ H o; o; �' a�I OI U �N T O d CI ♦+ � M 0)cc uj l C' O. T CL Q f6 U CI m U N C'1 cC _U r aiS : N �- a to �I IM CI 'O Q' O-I �' C c' W F.. a) f0 > c0 . > C W N N 7i cu', y' C O� a). C' E E E E E E E' E Ei (D' E' E O' <o' O! 0, 0.. Oi O O'' O O ()' O ,�.. .O+ .c. u l N fro l .. O)i O) C N V col Fn': LL tali y N T T N ul U U 10:0 U' U U'' U W i 0 W O w a a Q �I m �� 'n!� ' o: O: o olo o C,C) C o f a o' o' o' c! c M N h, T CO T O'iN O�. N O O Oi O CO C) M' Cpl OO'': Co. cI O O T' TI C) O TAT TI' 00i � �I N ('f%' T � T T T I O T T O O T T O O � •V) N C N � C C gyp'•- ,� > co ++ t/J W a y c'' to C' to l c' W c m m m a) co'Z' d a� dl d ti,>fn p co •oln C y E >ii y 01�. co C y C N O)! O)� O)I O) m O CI `a p C v, C� v C o1 C a c cim MIE cl— as m m �, mjia'' rn— �L� °� ii a co EL co C Qla:a,l M:: J a coi(L ins IM �I _ :3 I I tc> T T N j I : N cM T ''.. coI N M C) CDo , , chi O OI 0 N O o O C) O O N N N J: co i () a) T N >' U N U d7 0 1a5 O Y� p N m O O O 1' p M C O to m I U) > N O O C E 0 ml U U M 0. 0 y •� Z' �, j E, E � E E'i 0 0 m'C (HIV I z Ili y y tl �0 a3 z � I o a�' a .. (D O> �' a) co a3'> v'�e N O p, a� a •. O N> u) a)j tl Q'I lY OI lY' pig Q'',co mifn' �i fn fn': t vY',O T d C— fn MIM J N O,— /0�/ �O/� U O':w = J.cn , cnvIcnTtYcn0wicnmi:o T T 0 Co _ II OI ci oi o CD cl' m I c Cc c co � cn'i C, QI al cri o Q n �I 0 1 Cl cri!! 0! aI n o N (0 (0 !. S I III c0 O O �' co N i N .0 �', +OI' LU N: 7 �: O, C C C C C C C 1 C + NI N' '0 NI (D N N, CO (D U' N E E. E E'. E'', Ej E x Q p,' O' W O O O' O OI' OI O rF LL iA v/ CA fA CA U) CA CA '', U) W CA N tll ! Vl (A C, C M N N �x L) L) cn O M 1 O! u'J O Ln 0 v O �t 0 w O M O v O, v 0 O 0 a � � O; 0, O N O' O' NI N N' O I O N' •- O' I V'� st � N' N' 0CIDN C) C)i O ' I C) � CD 0 C) 0 � ,. C:) y C O �_ N - N N C' U C n d a CI LL ` 0 T N! C ,c � © CO N a m ! c9 ai U x!I f6 �!m N c.), O 5' N �' N N m N cc m �m cA I cA !�* y co .c > E m � •7 QI 7 I co Q li co 3 i cc �'I E .6 .. m CA a. m' CAI m J d CO of m d CD d: N 4. n O U")I O 0 (C CD C)9 O� N I M C) o LLJI, f/) N, O I o . N i O N N O (6 f0 Vi .� C C C N N 0 w, U a) U O m N a —' 7 7 7 ,F O o T�10 or- �) m 0) LL c U 0 V ! 00 Vi "O C O I w -O C C T T C T 0 D- to CO C C N O 1, to M C C N f6 I O 0 +' a N "C3 6 ti ._ N O .>' I LL Cl O cc� V!1O OI �� Y,� Y�� T p ��3 T p y 7 cnm�o VJ cnlF-�� o m 0 f-!MW; of O M o F-(L m o CL MIo M" a',�-mc)a'-mc.) M o M C M (L 3= f0 0 m In O O N 0 V) CD CN W. (D Li 0 CD a. a. i Lei v LC) 1 01 CD C) w CD co : Ncu (CO 0 Ca0 CU cu M 1 C) Cl _j CL 1 r L CL� CL CU rL� CL 0. 0. LO i rL, 0_1 m z m 0 cu: ol 0 IT 0 C,14 co 0 cu 0 C) cu 0 LU a) US w -01 W (D C C Ch (n U) r U) N E N(D E (D E (D a): E'EI (D E a)'i EI 0) E a) E a) E 0 E cc 0 : E 0 E E 0 0' E 0 E 0 E ol E ol E 0 U. L) N m ui Ca U _ cc co m co m cc co U) m (0- m M co m co m co uj Ica —Lo C*4 C cq iryy'LL_!Q Q U) U_ < d C) Cl C): C) C) 0 Q C) CD CD v C')' CD CD! Cl) r— CO, r- Ti C) i CN CD co CD ('o C) C). C'J! m : c) C14 01 CD 0 cc I m CN lc,6 -D IL cc i>':5 > cc r—;D- c � r 0 L) Cc .0: U) cu c .0 D)l co "0 tmJ= w (a .2 >, r-: a LA :3 _ CO I CC .2 M (D c M c —M C E E a- E_ (D 151 0 m :L- .2 — E= E 2)-- cc M —i a. (n a- S 05 U_ Im 2 m E m < I= a. U) 0 (n a- L) 0 0 i CN C) , ;a 0) CD C) C) C) C) N.E C 0 0 ca V Cl C), 01 4 C) CN f0 CN N o CO N 9:: C) 1 1 CD M LL L) 0 cn Ch cn 0 CD (D N le N:M Id ! 4) 0 C.) I 0 (D' (D U) tm 0) 0) CD cc _j m —i N Co 0 0 0w -0 c " '0 cc Ch ca 0 0 4- 0 i(D E 1-0 o 0 o o a) m � = " >1 � 0 (D cc a) >,I a) I E Z (L) � : EL (D N (D (D o W! -: 1 ca a) CLI (1) m 0- U 0 M E W�w 5, E 1 (1) M 0) c 43 U) I >, 0 (L); C�j Q)!'s a 2 C> _ � E w r CA m! E w w E yN 0 r-: 3:15; 0, = � 1 0 ia = w =� 1 2 0 2 3: 2 mi i , co co . +Z F'_ ! F- i3: 0- 03: 0- o 3: LO CD CD Q C14 V, 0) ui O'I O I� O a) CC SF I 't CN C u' O (D' c �ca•� c L CL of �Ia. of oli a'I _ a. (0 t O N a: N (0 ; LO fl O (0 O A N N Ci ° m r N 001 •.. c ` c a): W C (D a) C O M ..' tq . N� N 1 �. W .. (a W + O' t C'. a) C I aa) C C'� ' m aa) C' aa) C' C CD (D m Y, C� CC CE CE CE CE CE C a Z E O I U O o I O O c) c.i O L) . O O ci U t=� 1 AW Co ` v/ '�^^' VJ VJ N VJ vJ vJ W V NI �' TAT, M. N 0 ft I 11i . d•' O �: O.' AIM' CoIOI LO O' d' O' O' (n'I O'I O § I,-, It i III 00 I— r O v Cl T M '., 00 N T O 'I, O'(V' TIT T; O 00 � O O T O OO O xi C c (CI N O c c Co f6'�II O c N� u. d a -- a a d c 1 d I cI c c�Z c cc •-occ .0 - UI cn cw'�,to1 m •o - a m °- . Vl c o f c to t 'ac b 'I, tT c O O LG 5 E D'. J (�0 L N p •7 1' N Cc ,a mIa m Q a, n m �!C9!� J� m mI> Q T j Co U O ; NO C O x CD:O N' O' MI O 99 O fV O O N O O; (� N cn �I Q _I J I J i > y c (D Oj C a 0 a a aI c o (a m a as i� tj NI� N a) (0 (0 &M lm a) CO E Im m cl a) c O E L_ . J a) ` c 0 Ul a rn', c o'c OiZ5 o o a �,,�,�� ai 'I. 3 '' 3 ' � � � � � � o aa) (D a` ) N 0) 04 ' F-I3: U)I — N T T 0 T 0 O N N 04 arr 4 V .d � ,y ^1 �`, as .L. �w r r r III I s wr ��. p,. '.f III Ili P � � ,. � ' � � W •. I �. + � EAU �. '' :.: