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Home My WebLink About05-19-2020 Agenda PacketMayor Commissioners Rusty Johnson Larry Brinson Sr., District 1 Ise, Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 C,10 1P Robert Frank George Oliver III, District 4 florida PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) All interested parties are ivitecl tc� be heard cl�ri te�bllie heari . c�rtic�r� cif the eetim Due to the current Stai is closed t2 the ubllie- hc�weverthe (it �c��ests the �biie tc� eaii car email comments and/car yfj!j2a tc� 407-554-� 7118 or citizens ocoee.or m May 19, 2020 AGENDA 6:30 PM CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum ILCONSENT AGENDA A. Minutes of the Planning and Zoning Commission Meeting held on March 10, 2020. III. OLD BUSINESS IV. NEW BUSINESS A. Comfort Inn — Mainstay Suites 1. Preliminary/Final Large -Scale Site Plan B. Prairie Lake Subdivision 1. Preliminary/Final Subdivision Plan C. Ocoee Village Center "The Allure at Ocoee Village" 1. Preliminary/Final Large -Scale Site Plan D. Ocoee Village Center "Southeast Commercial" 1. Preliminary/Final Large -Scale Site Plan E. Ocoee Village Center "Townhomes" 1. Preliminary/Final Large -Scale Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. May Calendar VI. ADJOURNMENT Public Hearing Public Hearing Public Hearing Public Hearing Public Hearing NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 6:30 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. MINUTES PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, March 10, 2020 I. CALL TO ORDER - 6:30 pm A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Chair Joel Keller, Vice -Chair Lavon Williams, Member Lou Forges, Member Brad Lomneck, Member Jason Mellen Absent: None Also Present: Development Services Director Mike Rumer, Zoning Manager Kiel Gajadhar, Assistant City Attorney Dana Crosby -Collier, Recording Clerk Kathy Heard II. CONSENT AGENDA A. Minutes of the Planning & Zoning Commission Meeting held February 11, 2020. (6:31 pm) Motion for Approval of the Consent Agenda: Moved by Member Mellen, Seconded by Member Lomneck; Motion carried unanimously. III. OLD BUSINESS - None Planning & Zoning Commission March 10, 2020 IV. NEW BUSINESS — Public Hearings (6:31 pm) A. Request for Variance — Crisp Property, 1286 Dusty Pine Drive, Project No: VR-19-08. (Advertised in the West Orange Times on Thursday, February 27, 2020) (Zoning Manager Gajadhar) The subject property is Lot 86 of the Forest Lake Estates PUD comprising of 278 single-family homes. The Parcel Identification Number (PIN) is 05-22-28-2854-00-860. The Applicant, Kimberly Crisp, is requesting approval of a variance for a six-foot high privacy fence ten (10) feet from the property line versus the required twenty (20) foot minimum. This particular property is a rear -to -side lot. The City of Ocoee Land Development Code (LDC) requirements for residential fencing, Ocoee LDC Article V, Chapter 5-4, Section I, only allows fences greater than four (4) feet, but no greater than six (6) feet high, to be placed a minimum of fifteen (15) feet from the property line in the front side yard of corner lots. This requirement is contingent upon the adjacent lot being located rear -to -rear with the corner lot. The adjacent lot to the subject property is rear -to -side. If the adjacent lot is rear -to -side, then the front yard setback is also required on both frontages, which is twenty (20) feet. The fence is existing and was installed without proper permitting, and does not meet the side street setback. Development Review Committee (DRC) Recommendation: This item does not go before the DRC. Staff Recommendation: Based on the findings stated above and the requirements of Ocoee LDC Article V, Chapter 5-4, Section 1, staff does not find the variance requested by the applicant as supportable. Staff recommends that any decision be conditioned on factual interpretation of code requirements and public testimony related to such provisions, should the Planning and Zoning Commission make a finding consistent to staff. Discussion: The applicant was present for questions. Kimberly Crisp, Applicant, indicated her fence has been in place for two years. She stated she has a notarized affidavit from her next door neighbor who has no objection to the current location of the fence. She is requesting for the fence to remain in its current location. Member Lomneck asked if Member Forges is her neighbor, and she indicated in the affirmative. Member Mellen stated he can see there is no obstruction of view from where the fence currently sits. Kimberly Crisp followed up by stating her house is in the back of the subdivision, and the fence does not obstruct any views when going around the corner. Vice -Chair Williams clarified that the Homeowner's Association approved the fence, but a permit was not pulled. Kimberly Crisp answered in the affirmative, and apologized for not knowing a permit is required. Vice -Chair Williams asked whether there is a special reason why 2 Planning & Zoning Commission March 10, 2020 she placed the fence where it currently is. Kimberly Crisp answered that is where the Homeowner's Association approved it to go. Vice -Chair Williams summarized the situation and asked Ms. Crisp if she had the fence drawn up, then submitted it to the HOA to which the HOA then approved the fence? Kimberly Crisp answered in the affirmative. Member Forges declared a conflict as he is the adjacent neighbor, and he will be abstaining from the vote. Chair Keller read the variance guidelines as outlined below. According to Chapter 4-9 A., the variance application/applicant must demonstrate: (1) That special conditions and circumstances exist which are peculiar to the land, structures, or required subdivision improvements involved and which are not applicable to other lands, structures, or required subdivision improvements. - No special conditions and circumstances exist, which are peculiar to the land or existing structure, as indicated on the aerial and location map attached. The fence is an existing fence, and was installed without a building permit. (2) That a literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties with similar conditions. - The applicant is subject to the same regulations and rights as other properties with similar conditions under the existing zoning designation and Land Developmental Code (LDC). The applicant can construct a 6-foot high privacy fence on the side front yard of the property while still meeting the 20-foot minimum privacy fence setback for corner lot homes that are rear to side with the neighboring lot. (3) That the special conditions and circumstances do not result from the actions of the applicant. - As a planned neighborhood consisting of 278 single family homes, all special conditions and circumstances were resolved prior to the city granting final site approval. There are no special conditions and/or circumstances pertaining to the property. (4) That the granting of the variance requested will not confer on the applicant any special privilege that is denied by these regulations to other lands, structures, or required subdivision improvements under similar conditions. - Granting a variance to the applicant will allow for other properties to apply for relief of the required setback for privacy fences. The granting of this variance will confer special privileges to the applicant that are not currently granted to other lands, structures, or required subdivision improvements under similar conditions as shown on the location and aerial maps. (6:39 pm) Chair Keller opened the public hearing and asked if there was anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. Member Lomneck questioned the outcome of the variance that came before them at the last meeting. Zoning Manager Gajadhar explained the last variance that was before them. 3 Planning & Zoning Commission March 10, 2020 (6:41 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Request for Variance — Crisp Property, 1286 Dusty Pine Drive, Project No: VR-19-08, based on factual interpretation of the code requirements, as presented by staff, and public testimonv related: Moved by Member Mellen: motion died for lack of a second. (6:41 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Denial of the Request for Variance — Crisp Property, 1286 Dusty Pine Drive, Project No: VR-19-08, based on factual interpretation of the code requirements, as presented by staff, and public testimony related; Moved by Vice -Chair Williams; motion died for lack of a second. (6:42 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of a 17-Foot Variance for the Crisp Property, 1286 Dusty Pine Drive, Project No: VR-19-08, based on factual interpretation of the code requirements, as presented by staff, and public testimony related; Moved by Member Lomneck, seconded by Vice -Chair Williams, - Member Mellen stated the adjacent neighbor does not have an issue, the fence was already approved by the HOA who is responsible for the development and should have known the permitting process and what is and is not acceptable. He believes the homeowner is not at fault. Vice -Chair Williams disagreed stating she believes it is the responsibility of the homeowner to know and understand the codes and regulations concerning their property; and further, there is fault with the HOA for not checking the regulations as well. Her concern is this request does not meet any of the criteria and definitions for a variance, which can result in setting incorrect standards for future variance requests that do not meet variance guidelines. Chair Keller stated the issue is the lot is a side -to -back lot instead of a back-to-back lot, and believes this is a special circumstance. Member Lomneck withdrew his motion and seconded Vice -Chair Williams motion. The motion was restated. (6:47 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Denial of the Request for Variance — Crisp Property, 1286 Dusty Pine Drive, Project No: VR-19-08, based on factual interpretation of the code requirements, as presented by staff, and public testimony related; Moved by Vice -Chair Williams, Seconded by Member Lomneck; motion failed 2-2 with Chair Keller and Member Mellen opposing and Member Forges abstaining. Member Forges commented that the Planning and Zoning Commission supersedes the decision of Homeowner's Associations; and further, the homeowner's associations have guidelines, but the associations do not make zoning decisions. 4 Planning & Zoning Commission March 10, 2020 (6:52 pm) B. Ocoee Village Center PUD - "Townhomes" Preliminary/Final Site Plan; Project No: LS-2019-005. (Advertised in the West Orange Times on Thursday, February 27, 2020) (Development Services Director Rumer) C. Ocoee Village Center PUD - "Southeast Commercial" Preliminary/Final Small Scale Site Plan; Project No: LS-2019-009. (Advertised in the West Orange Times on Thursday, February 27, 2020) (Development Services Director Rumer) D. Ocoee Village Center PUD - "Allure at Ocoee Village Center" Preliminary/Final Large Scale Subdivision Plan; Project No: LS-2019- 007. (Advertised in the West Orange Times on Thursday, February 27, 2020 and continued fi^om the February 11, 2020 P&Z Meeting) (Development Services Director Rumer) Development Services Director Rumer announced this item is being continued and will be re - advertised; and further, 300-foot notices will be mailed out again. Discussion ensued about Senate House Bill 1066, which is currently in the House. Chair Keller opened the public hearing for all three Ocoee Village Center items collectively and asked if there was anyone present who wished to speak on the proposed projects. As no one wished to speak, the public hearing was closed. (6:55 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, continue and re -advertise the Ocoee Village Center PUD Preliminary/Final Site Plans: Moved by Vice -Chair Williams, seconded by Member Mellen; motion Passed unanimously. V. MISCELLANEOUS - (6:56 pm) A. Project Status Report Chair Keller updated the Board with the following: • Notified that past Member Rodger Wunderlich resigned from the board after the meeting adjourned last month. He thanked Mr. Wunderlich for volunteering his time and his diligent work on this board. • Notified the FDOT turnpike widening meeting is happening tonight at the Lakeshore Center until 7:30 pm. 5 Planning & Zoning Commission March 10, 2020 Development Services Director Rumer updated the Board with the following: • The applicant for the Crystal Investments project provided a condition that the second story will not have any windows in the back. • Certificate of Occupancy was granted to the Waffle House and Dollar Tree. • Lennar Homes and Briar Construction are starting the work on the Clarke Road extension, which will lead up to W. McCormick Road. • Some final documents for the downtown land development criteria as well as an update on the SR 429 exit at Plant Street for realignment will be discussed at some upcoming meetings. • A legislative update will be addressed at the next meeting. • Main Street at City Center is being finished to Blackwood, and the foundations for City Center are currently under construction. • Ocoee Landings PUD was explained. • Sonny's application site plan is coming in this week. B. March Calendar - No updates Motion: Move to adjourn the Planning and Zoning Commission meeting; Moved Member Lomneck, Seconded by Member Mellen; motion passed unanimously. VL ADJOURNMENT - 7:05 pm ATTEST: APPROVED: Kathy Heard, Recording Clerk Joel Keller, Chair 11 l➢nyanq; w➢n�,Q;y Johnson (JtY...a rtnn➢rt. .„a➢➢ . 11"ohort ik"nnn k DATE: May 12, 2020 TO FROM: Lorry Br�'Ilson, a Gt;nn➢gO Ofiver IH, DustHO d STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Kiel Gajadhar, Zoning Manager SUBJECT: Comfort Inn - Mainstay Suites — 11409 W. Colonial Drive Preliminary/Final Large Scale Site Plan Project No(s): LS-2020-007 ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval of the Preliminary/Final Site Plan for Comfort Inn - Mainstay Suites? BACKGROUND: The subject property is located on the north side of West Colonial Dr. (SR 50),on the southeast side of Marshall Farms Rd. and is approximately 208 feet east from the intersection of both roads. The property is approximately 3.17 acres in size with an Ocoee Future Land Use designation of "Commercial". The requested "Commercial — Hotel" use is consistent with the Future Land Use element and zoning (C-2) district. The project is comprised of three parcels, two that were recently annexed and rezoned into the City of Ocoee, and then reconfigured to become the individual subject parcel now in discussion. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County /Commercial Orange County / "A-1" East Orange County /Conservation- Floodplains/Commercial Orange County / "A-1" South Orange County /Commercial Orange County / "C-3" West City of Ocoee /Commercial City of Ocoee / "C-3" DISCUSSION: The Preliminary/Final Site Plan is a joint project consisting of a six -story, 75,000 square foot, 120-room Comfort Inn and Mainstay Suites hotel, and a one-story restaurant to be developed in phase two of the project a future time. As shown on the Preliminary/Final Site Plan, the facility will have two access points, one on West Colonial Drive, and the other off Marshall Farms Rd. Consistent with City policy, the wetlands/flood zones and associated upland buffers will not be developed to the northeast and east of the property. Water, sanitary sewer, reclaimed water (when available), solid waste, and police & fire protection will all be provided by the City of :�%Z I11000dung IDate': I110ay 12, 2020 I111oje L: ornfort 11111111 I110al l stay Suites .... 1140a W Collorl IDio I1u Illiu'nlil all11:liin Il If...all scalleSite II')Il ul 1roj a',t Nuurnllo uo() If... .. 00..00 Ocoee. Stormwater retention will be provided on -site and constructed by the applicant as part of the project. The Applicant has requested waivers from the Land Development Code for this project. The waiver requests are for the maximum building height, front building setback, and minimum parking space requirement. The waiver to the building height is to allow a maximum of six - stories in lieu of the four -stories required by code for a Community Commercial (C-2) zoning district. This height allowance promotes a more urbanized setting and is consistent with the adjacent character area, as it provides a smooth transition to other surrounding character areas. To further promote that urban feel, the applicant is proposing a 20-foot front building setback in lieu of the required 50-foot setback. This waiver request is intended for a one-story restaurant separate to the hotel building, which is to be developed at a future time. The hotel and restaurant will be of single ownership with joint use parking. Because there are different peak parking demand times between a hotel and restaurant, the applicant is requesting the 137 required parking spaces be reduced to 133 to take into consideration this single ownership joint use ability. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On Thursday, May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Large Scale Site Plan was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Large Scale Site Plan, pending staff comments. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Large -Scale Site Plan for Comfort Inn — Mainstay Suites. Attachments: Location Map; Zoning Map; Aerial Map; Preliminary/Final Site Plan for Comfort Inn — Mainstay Suites 50 , Large Scale Preliminary/Final Site Plan For Comfort Inn - Mainstay Suites Location Map Courtesy Rick Singh, CFA, Orange County Property Appraiser w ales'inc, VWbacbU, Auto ok Ifmc Lk 5 ti - MG mwiwh � xiii Created: 5/1/2020 12:0 III nap I;, for reference cwfly and i', not ua survey Large Scale Preliminary/ Final Site Plan For Comfort Inn - Mainstay Suites Surrounding Zoning Map 0 125 250 lwv,� w/ Ocoee floritla Development Services Department 500 ■ Feet Created: month year 13Subject Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Large Scale Preliminary/ Final Site Plan For Comfort Inn - Mainstay Suites Ocoee Development Services Department 0 125 250 500 0 Feet Created: month year aSubject Property Future Land Use Classification: Low Density Residential (LDR) Medium Density Residential (MDR High Density Residential (HDR) Professional Offices and Services Commercial (COMM) Light Industrial (LI) Heavy Industrial (HI) Conservation/Flood plains (CONS) Recreation and Open Space (REC Public Facilities/Institutional (INST; R rida, turnpik. 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SPACE MARKING SBGET C5 0 UTILITY CONSTRUCTION NOTES � irvsnu sromn inccrs. rva sroreu aiainw sec srome wre mrrer rw sins. rvo irv�erer mromeenon. �i� iry nu wrmvniry oaswurncu vacs ar s comnarvs are uexurrcumxs recouwsarxrs rno uornusuw.nws _ � ivsnrs v-mf mrvercrc enorvnrs mim mrvercrc mmsnaao mw a -wcc . rz _oeev rnrvc me rrrourvo rtrvunmr. sec oeraie � irvs sv=Woos;. rEr,�ry ruo cowow,a cownsawr cwnanm, comnm,s mm rmaw�zcwrerc arrvs rrvo crnow runs �'�,ar ro cau",roreia �� s.rv�rcrersere r..�ry wow a<rvrnrs �� sreo�. sa srrvrare. sws+wn crerrer.reo Fl.ry Ana au ® �(sa cent )v cnu crvnours in �iuo�r ae asv� ro .aec wrss max. 'S1DM1E "nose huuJ cwm rvim crrnxours umec srmv � uauvs ncx rvaen+secr cmxom wua urr-snnon lscc na cy urcrer. rur_ rw+xrrnw Psessvrhs ry zc vrmnm Pwore ro owmwc �cu nEcnNo mom Fosmro�rresnna�m oxvs rwW .r sc�Mmcs owm,virvsrau�wax laws ix urxnorc ruo iusc.rs s ua=< ryvrrs ®i irvsnu auP, re.rer surrvm nrvnernon aev cry or oraa snnwrro ¢r. r� rramuc cmucc omrn rw nn srxxwrro osrric umoe. wnccurumrvevimnemrz w�rtr ruwu mrn �ca sreec ano ®i irv�ec�rwa5ee wrm+sevicx ro r.omswim�uasrv+ruvo nmrvrs sreov.x Nrsr Mn.c oecmru�sersnar r¢mu nnrerxa-scouiresartn rs. �_-_r`irvsnu s vic wnrzx suvics ro rururc recznuvvrvr mwso =r eom mos. ��%w °o�ir eiei�PPo mrcuss`�i crs � arvxo cc^'11 v,r carvertraiiuc� o uasrm arope�uiviosuree axo ixsors ran+nc r.osc ea irv� �ury r�rtv ius ro urr srrnou rno insrnu coaras uoss as uwonrrrvni wrrtre uns ro x souiarm vnm rrwaera rePz �� ew ae vesss. _mow�err Wore ooc. rxo me cos szs s��rvm ® ores rn�rrnory arry vmoT ro mns &uO� ��ccx murnorz s�c.�re�al,�_„ rarvrvawaa ��°rrvw� — � a oseo _ m TLuE P nrec en'E r ao / 41-80 -422BEFORE 4 NG 70 1-800 432-4770 11 "S 1 Hti LAW fNYLORIlI.{ 0-" rer sc e�rsni Juno comnc cmnrvmrcrw � ^arvmacax in�svrc o �^or`mLc�c« in au urvo uoaeamrt � ix irrnwr_ a rs me cavm+cress xnaysiaurc ro cwwiw�s nwc sar rrvo reounuc mrn wouory rmae ro irvsnwnonL a�scmnrn rmm ro iusrrwnory rc wusucnr wzs relax=a a.rc rno rssoa as. a.. rorvmrcare ro cmreoiw�s rorvouu rrvsncc=nory mm arm mac" avavrrz rn �u_'r_ inL�u erniac er.avciue srrunavuo sov nsrnexsAv er. r u^rm sv rmve earmrero suresrars�mury roueoorroinreree we caronon, eavouir 9 T CG OF 16 NOTES TO PAVING/SITE CONTRACTOR: z. i of �N� �N %ors"°a r so�cx`ossssiwc`�`scR s. PROPOSED STORM SEWER DATA CHART SIROC NRE R.C.P. STORK PIPE A Gi r pis: c-e H CR.ADLNC LEGEND: .AW SEosw. �r�� os�o,o �W�m�o�n.wnon, LJ p� � - ,v P P P R V� s�"< —�F � v� = R.... •._ �. �� ,�r 1:.- z.a a.cv ®„ a. �m a� ,ti�� y = �? PROPOSED SANITARY SEWER DATA V NANHd.E 8" HEAVY WALL P,Y.C. tr Pe,torme Curve — HPDXINGHM] GRINDER Fag: 107 RP11 3450 D.SCHARGE 2'� GPl PEN—R —ROMITIC LIFT STATION VETAIL — l:YPORTANT NOTE: GENERAL LIFT STATION nur M.- -IT ALOAVMINM. Z_ M= 1\1 PRIMARY/RISER STUB -UP INSTALLATION (COMMERCIAL) FOR 3 PHASE VAULT rvor m s amp N osm[Aw <s a.wus ssnu�a.ossxsou�c Doss r zsei SLEEVE INSTALLATIONDETAIL smucnvE eosran� = � � w s av e main mauvnou sr ra�.woas. osa,�o sr. wm. zi. TYPE 9 CURB INLET TRANSITION DETAIL I I i r scwr p6, U-TYPE ENDWALL & SPLASHPAD DETAIL e-mor. i o� Yor � 6 sm so ass.sv P�Hu DITCH BOTTOM INLET TYPE 'C' WITH OIL/TRASH SKIhfMER `1Z 2� o ¢ususl � num mm crvwc - Hz QZ mwnmJ O asa osr ufz cmc wou — s w. acoar � � waonr,E SOuar c io io wm� sma so.sarn Fls.m __ '° zo saps s. saw e z wwwir„wsa ca,�irwms Y4= ss,1 wusows DUMPSTER PAD AND ENCLOSURE DETAILS W r�r^ vl Q � O r axccti•.s r�cwti•so sr a xl G NOS YARD INLET DETAIL Cr rvor ro scn�e MLg ffsFlm s. O asso,c as. .ssx ` \�R:zaPu mo ��sar.s srvcwsrRz 4 �o �, ocFov.urrcrn us,.,,.�m nm �"�- .rsormEdm ROOF DRAIN DOWNSPOUT CONNECTION DETAIL _ ¢ Fwrx,mun u"s°mnm aw .uv yx¢morvic mass or ro,c.� s—, C9 oT �e DRAINAGE CALCULATIONS: PROJECT NARRATIVE: v P - nmvuocc zu me me rio. me r xiiAre m eaysh,LL , � � � r r , , _ vazruunus me l=k ics,on &.s, crc•zn �NUTJ�eu RES - - _ � � �• *�-� POST DEV. kFOA5i0R.4 GE *POST DEV. p,b STORAGE *POST DEV. dc SiCR.4 GE uvemsvouno srtav �w z mvw_�rJ AEI rr+r< cr muwcicEl vcw,r z mc<rzo <no rrzr<�m. wnor srom<rvrrzx r ec uPacrto e mwecr . ,w . s - - - . , s cr vurvar mae rvrn urwwws� xaw cr r ou) o ®e �!/ 1 A s .cn = ;omn vF POST —CONDITION- - * 5 WATERSHED f � 13 36 ACRES (t 146,2/O SF) ' ,A 1 "�, P TION � PDTEHSHEDLTLD �`r J N ` I e'Da. 'ram _ `nsP per,, c POST CONDITION co 1 f b WATERSHED #fb (25,560 S:F.� _ —_ —_ TYPICAL SINK CHIMNEY REPAIR DETAIL I ` - rzry or.o sawaA„�� SOIL TEST RESULTS: SH—OX lESi<NOLE B `05 (GROUND EL= 2112.00) 1ESi ROLEzB O6 (GROUND ELF SIII. 53) �.o mos mr. avom. rz.rz. ��r sa�oI 1ESi ROLE B DI (GRD D E _, SII3.j05) !ES ZG E B 0ZlWOs eaom as nrrc) ucv�o rsc su) rQ m a'. „z a aw a w'' If rvnmu MOH o�ss„m ,� o P�sos�o xo srs more anY ,o a< <Gs e.Avm - �.r�rr:r��ru 1,111 „ ✓ — 1 WATERSHED @I6 PAV£DRAIN SECTION WATERSHED dir PAVED IN SECTIONco a ti � O F MUJ sox pc+n m�cwni recre n+vs nsww+�. Ma.J �sccom �ua.J sccec .uJ sxora Z \ O +ieo �yI I i+ga w �o n/wP�ryxfnu+i) A..c D.D.A. CROSS SECTION 'A' —'A' D.D.A. CROSS SECTION 'B'—'B' ...R, HEeT Cl1 oF,s (Rrrv�j o t` EROSION CONTROL NOTES: xumuar sr.au ae maxcrtn e. ne cam.crea ueueoi. rri. rm rra occuaFe�cij oa m� .xrnx crv�Eem ou ;o< vend/ma. xneoE euo sm...m.easmsnmc�rtxau"asnrz Fa.�v.voA:armr�uaa, meor<.io.m.a.eswaN..sn ns.r+ DANDY SACK" DETAIL DANDY CURB"r D—H S / ;rz TYPE I SILT FENCE DETdlL SHSETCI � DF �D a�le 0 x II xmas o �u ao� oa v arc � ra a�naa ebaxs ae w _ CITY OF OCOEE _ CITY OF OCOEE _ CITY OF OCOEE lea � C Plpe and 0 g P'p Si... (MIN) t aErx:: CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE z� y rZi 2� O Hh QZ S 4 � � o vl El r�r^ vl ti 0 F ~ W � � o z � o i F O o. S 1. J, HSEr C13 of to D.I.P. ER-,—t .a M1c e _ CITY OF OCOEE _ CITY OF OCOEE _ CITY OF OCOEE va. � _ _�s Se,�eia score-em eGe ua 9cr., 9 q� I eel aE / e n. 3 ,wEa R°e_°aEa cE*a- CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE �Q hn z_ Yz 2� O fn Z 44z 4 � � o vl El r�r^ vl ti O � � U z o i � F w � � O O C� 1 IINSTUTON IA 9H6ET C14 of Le �. a� hn z� .jZ Ow �z oz 4 Q "eo 111211 El 0 � � U z o i � F O O 1 HSEr C15 of e C2IE CITY OF OCOEE rz CITY OF OCOEE 1 CITY OF OCOEE .'a E1 _ s l CITY OFOCOEE Nsra CITY OF OCOEE O -Ns Y o -T ebw� a�amti� � HSEr C16 of e PARCEL 3 BOUNDARY AND r i "°B TOPOGRAPHIC SURVEY DEEEN 10511PARS w C,x AT A Pair M �E! EA.T m (oi," :ITW `°'„SERA .E.Acam �., ,are II`A° 1%1 a" ME amA�IArT ME _r �a a &M ME .TAR Iwo axZ s]sas w) T s< ri• D` ME n i. 16B60' I ,x, x��r o 989'31 DO"W PArem a EAs! I. TEST OF MExF i 359 FEET OF ME —M s]N FEET OF ME MMW3T 3 WAD' .! r,N —M. R NONE -/ PArzm � PaN MseRON soots. LNxc AND IaTx^/xo °F IE r'�arga cuAln. R'Bara� N M M I ON T2 WONE .—EAST TON ax NxaRxo C DORNE1. TIN DE="IM.TOrNEa_xa ON IE M. .aM R gr r� a TO E D` or �n—, n6. �m ,—TTo 1xE Pdni a' ME xa x xnn L r x }66}FF x++se 6++xs ME ANae DE—DOO FARM. DENTA x x.xe AC NONE ON L b s x x9 PPER PAY T.o N AL / � ! R ML A AL ANDAL A r�,xP� NA x D. IAI D_ xsmuLNRTs r I— fix aF�m mExrs cF wx EAs�LIFNIS xor mx.nmTE A RE LENnRCwnax R ME ..rlxc RED Canna. + rg i� Tl Rsxacxs o0 i CF lens SUlK / ♦. �nxE BA.Emo ex 1wK SwM . OND, EE mgrnD` gAxONLxEorONE:"`W5!r/Ixn / b e a s a e„r.,a +axea Na,E m Er..ssoNEnN. r— ADNEE NONE ON r E AND PARS EarTAN. r.ha AONE. VV, n u u A W AUA xA xreEEx LocAlEu ] NO NTEmm mPRo.EHERT. A. NEER LDCATEu LeLEss .—NE. ODATEo. DEN muN:T1.1Mcwc MRLAEL `E�ISL ARPRo.E) ci —ME m1m Tr cF RSxmun�E oropxc k� k NN "LE Nr) AND r) A` IPARm nA DATED A, No II as aam . I — � o �s Am xAlarx xa Am s xor mE IAraERn a' mE nExr " ID. 4— As .noxx 2 AK cr TO A ISar .rats ffxER CASENDIT PLR DR. JEW. i CE AxE.xo.rnDEa MExx=1FAaLnEs�norxETE,RMED, roEAaLn rnnn A _.n n&ETM AN son u.ENERT PER aR. asn, Pa sa♦ AND nR flsr4 p Ll ,o. e 10, FOR TI1E EXCLU511£ USE AND BENEFli GF: x°'�r susas.w.r ne o Mwr _'q TREASURE TIRE NSLR — AI£NCYINC GRAPHIC SCALE ® ElDartr naxu TIRE xsuRAxcE caNPAxr m IIw, J 886 AIAEMCAN WAY LLC jxf J T RALPN C. Jp1N80N AND ELIZADETII A. JDHN80N a o ra s u ,x o r e = ma I lx - ED ��. w r „o n x „ �auu° I � � _ r Ixxx -son -i- x ere -- 5893 00"w ] 000' rx uae+x ca TIRE saiwu s amere,L- � poi ie+n ww:.mven we m wx onavoc uremw w, °.. orwo- umm nms ® �•.• +h war em N;o ,c eLxawv n rwn. rsvo _ _ Amur, reaw cm n..vwu M1e -+nr- wx rrm wv +rexrnre rnr� _ DQ I E uIxE soumsr r/♦ ff.Ecnox — — sau oo^E lne STATE ROAD vA ION N Pu cxr tP x N0. 50 W. COLONIAL DRIVE _ =ta ;gy� or .Etna iA m r�sxlP fi salailmn,AN OE IAA 5T Ru E oM Ix [ W Ar (ArPIIALT Rwo) d .emwarmvuxw P "^"` BOUNDARY AND TOPOGRAPHIC SURVEY GRAPHIC SCALE �mn'�Irt 0 0 � � o 2 z og PLANT 91-HEOU E lien"ea ty = ndea a ym my rx. Evy"�m'y:n:.m a.p.a n m mnr. e'n mxnm. min.. dm:.,x, YaY aly we sm uyd-w-xiu pP m xyymxe drvam ie m romm mm ywrr mice wi is wm`e'.`.nz,lo ,z m}6 p°p mn maw :•arngay. rbrmw y en a mnipu. s m ^� a met r.iy c"mroi en:roxlmmn wpow eo r ec e . 1Omar.�x:`n:�nxn: s 3va osx m sr w': A,= wy dig . xdxn 9F a mn Lspy. rvrmh y stminzb regm xn go.�ne ob romve mzumoz i� cc is ay.m ,, s°r °w uw, mdme ge.nn crn " rxryn ryain, iunwr 4,Fr: pme ro Pbm Premy I� ugcrdrmm ma" - ::.nf�im`' k mwv r "exroMe' ro-ri tnx, mN ox n vanoen �y s� �: d gmnm"xon xdxn \ ie:: taro ,to:ama x-avx Nm"'maiym xz ,nna \ t� Iao emymeup,n aavm em. roii� rbrm rremyl \ %Yp:ema ie m I ro sa Al- rot \ \ x yo cp.m. a e x> iyand g mam"�i:o't ,nnv 11 lse m . b w. xm: any"mew an rbrm.r i>ro sn ro"�."sy"; ma'Pony"`r.:, ,em m.a-b..p; N>:: oiy m"`°4i ,ice'•, F":rm yr y I I nyynii � sa I vx. .a"mmbm"`P` e e amn v: i z `."`�mt't'y�"`a i,.: m n,p,cmnn I I cry i um od. ins inn rr a�m.S. P. Mm rotmd go:M P.m my Nzxn I amws vngnbn 3 - s-va aex mx fin rmm m min win P.o�ir� sB a smwy�ro aepPm Almromdgamtaf nni:�nb vauam o m m N min., mmmm rng:io-y sr vyt wim rox.d xdx. I I '" ss°"ma paM.ea a` -`a "`cT MH:t,°etaYP"°t,e min rar'"min I w 34y g mx. lt. b ,p i'It Y71N mmY m rlxmr no vss a >ugde" sb ehgnr g IX :Naive-gwn O1 g mmmi`m I s @G n�bn�mauront xmmi:o y.e dugs , sw w vwn�"rytinw:m aeon mwn I sco e f s°"`i:::e°"mnm iN.gd.e I f.I. rucx xmt mu. q o:.:ar szg 1ENi,[wa�,ae e re soo. ,[. Offil �s J I r o se ol LANDSCAPE AREA DIAGRAM LANDSCAPE CALCULATIONS. SRe Site AreAre a: 1Are., sf (3.1 f f Landscaped Area: 35,ft sf f.H2 ac) (25%total site area) See DI jron Below Left a Removal (ey data by Blslmm Surveying antl Mappinq In[. 0'10 provldetl by Dwb Dlnklre Erglglrreerlrg) EZIstVg trees vp to 2- IT Ezistirg trees 24', 3 Total ezlsthq trees to remove: p Ezlstlrg trees to preserve. o Replacement trees ir�cli/ded below. Lanrn[ r Proposetl shade trees: IS Proposed understory/P°Im trees: SB Total trees provided: '3 RR;ouirea Peryne[er Buffers Requilred:rso, 2 400 LF Req2 shade trees, 3 underst t trees per 100 If (H shade trees, 12 uMerstorye[rees requiretl for entire bNfer) Lonlhvpi5, 3'scre : hetlg F^ovltletl: B __ trees, 12 untleretary trees, cortIr-,s 3' screening hetlge (Incli/des 5 DRA trees) West 2 r rf 423 LF Required: shade trees, understory trees per IOo If (H 5hatle trees, 1 12 u q hede ryre te5 regalretl for eMlre bNfer) Gonl 3' xree R^ovltletl: 3 shad, tle ttl,rees, IS in,deretort'tary trees, [oMMuoig 3' screenlrg hetlge (3 aacntronai made trees pranaea aroma c ana 3 aacntionai "naerztory trees provided in Duller, due to site constraints from proposed iignt locations ana uti ft—d Veh'ele the Area Reo�,em.Ms Total poi," spaces. I. Reg Iretl: I tree per 4 parking Spaces (2, trees regv ea for poking Dees) Rro iced: 2q trees fa coin inatlon of shade trees ttkl uneerstory trees have been proposed , poking ieloncb to avoitl conflicts with site Ilgrcingl Bhru antl 5roimdcover provided , 5 % of park'rg lot laascope areas NatNe Reo�MemeMs Trees aJ'v des 6rmses, 0�0 6rouMcover Proposed: 2f-1 NatNe. I or. Native / lr'da 03%) I I � .exls I I I I I I I f I I I I I f LONIRALTORS: Y'y`e"�d`e SCALE. 1"=30' nm..matm. mxp�mp�B,a.. a z D_ Z s%3 S T_J_DF1 I L-1 PS APE NOTES erYr oar atPY svPc.P�urearY rre �ovecape cdvmt awn yerowib mie» ve fdnun3 eort. P�aagmqnm�,•r � n mnm d rro wrc. mrq �t walla at t vb meb� wrym �mp��o-em d d P'> teinrgeMTer"�Wc'•ada �t9 P4rtyg.mergen DPr�µar'�'miaen�rn rapt aeea�u�ma�m d�tm"e�"a oe pvcrg m. P. �� IXem�en. m ro- pvaoq prepaam a me o-em enrg d pianrq Pna m mrcex wiermg �q d+9 re ponrvP Wr ur aP'�eye rnW ume'"�'�d "Y�i mipi'"nun"�vn'arcnrop "mr"�i.ru n. omer.y ma wrg ay apec�a royxnmru myom rro apmnvnwn m naea m w pa'a r.�a a � ng oy mvrmrmi mn o-emgn. a awr ay mmman.ntn ume mecr �ro roann ma a �"o•i'wm on gpiemw co�ec�ma rmyndw mmamvg rro uat �+wrur o- mt vay nv xyuwm n rro ae muvm�L�1e"r �rynm d rro core a ro nrea. reino�im" � ma r�!� oy �no9ed u nq m'"romisr. o _� ��ix rvgdion ietaium n order to mnbt"ve proper coverage, rvw 3 a )«mane d pion "an".%u�an ropad nr axgw rwroa cyemrerd �ro ianecapag-Pa�n.,ayw � gnmc'm y eyum- ro rc'n�we � meg o farmeme w pan iocm rec� p H. Poi � mnwvmr.n ou rwntoi eigm mo.�er .a�nme a� w�accdrvg io r aw ma M+tn of s meRon�"md ^f»caemave�wy ror"�t uri mee�rot a awl" io reYciion on re�ixemimv"ii nY 'o'�mtm"racta a'mt l �.T r�lfw.Pa PtwsnU drtWatixe Pwkts, Por ram y�'xo-mcoPe •ap,.ddeme, eaa edge, ev. mni��wm^� •. i rrm n:.ms. x.m OFFSET DETAIL 2 Uo tan gam " mmrei`d rm'm� r.ao man eaY. SHRUB INSTALLATION DETAIL ^ti�mro'ud�um 11 ymrce row as ewny ran _gpy u MY.p la protactnnT� nv..iaai ergotm roaaa dnn m rom roa�i� Mgam rymeetiea m�ea b'a'eee wn ee'"ie�m n Peen gmn —N xa fmn e — mt P—o -, mtu rrami � � �� .rgatm roaa�eme m yPa. Y� Paw a ha� uo-m xaeee, raven ox�e.,m da.d.�.mymtm sx vm s-, oeone ayni pwnq gam Pnm gam n vmaogmi eepecY �iY amamtea otxm mi raw roxmn INSTALIL LATION DETA ,4rvem,,ceestens rwws wIoc ca.r.aen,csswro so a..t. j rµmc�armxmmxie. v+ xagpoq < Ln uaan poyeur PLAN VIEW erg, lutb mnwee.ru imdowai temdnr) � i( �/�,, =_-'^� LU au �'w.etlr io vs.,tmm"enrmmliimmron era w) Eay dl pbmtg pa Q � o�tro �mr eu wr axon �•. NPn,w Z 1�•1.1• f%i:e �Q 6 •4t � c�ra,m t �l eron m iem mi mr... swan � raan�,m wippan, cmn data. sr awn a4-'PP— gm. � dengn o"ueO1ro'ima raamn m'ma n�nem uru. ersrtz wgn ime rtm yr ew d ur z�, aiPpan m.c3y ra u,. macr e III L-2 I>lY�erdmmda, I� \ I \ I \ I � I I \\ II I I I I I I I e�H�� u �xaaw�q w nunroi� gea®r rc� �ouvewa�e r�oirMnnS "q w' aeenignrg a �mo-r eumeee� � rMu rgiu �. � �Qea ammwmoae ro xb pm aui Aroma o emwe mb4an> igt bvab ae Keay w m. a wm .a a. avwy twee art o-wmaonmpur r�nn.eTiect�ee awr�etw xb mwiamm i b mmxe r gam. aw mPt+�9 P^Wm oaa rm uµ..n�im a e9wo-K.va.nrg wraimm m sarnm.w..x..can m q ew. �. Y^H uun m wraiw b mcamm ad xe��wy i�urcgi � ewii m ueerryavn =LlAREA EXPANDED VIEW LIGHTING LEGEND N: FW� ebrfbrfw :eautar.ec .-ere �e wsTrtart a4 nano, ascK. •nreaeo, rerun raiurixs rennTs ns iwrnl®euunp�rrc smtsx.eie �g�rebM z Z a Q Q a W ~ sTewTus 2 nay mra H O F J J CL � onre oz-zo-zo wa er uKn. ersrre SIffET-OF- 51A,LE: r=ao' FL -I VALVE 51-HEMLE IRRI6ATION SCHEDULE d due nv. NUMBER MODEL SIZE TYPE GPM L MnN Farr RFRm-IODF P esl sPt+s IRRIGATION SPECIFICATIONS IT tzr I" Snrl,b Dnp II.O OT ,.,m Mp corner Aa) 4o G 2 Hooter I" Shrub Drip 12.0 © Hunter FROS16-11 uHh H—Il 21 e-90 40 M 1. rrrgaat a �r 3 NVnter I Tree Rotary 31 O 4 NVnter I" Tuff Bubbler 10.5 Hunter DR15-16-11 with T-11 1-211 40 14 °li °� ° q lamt� a"a gar °yye 5 NVnter I" sn,x,b orp 21 D p Hnnter DR15-16-11 wHh Ma2000 1-210 40 lq p s to e+v eras na n � ne cork- � b Hunter I" Shrub Drip I8.0 2. ar"g ° "I Hunts I" Trze Bubbler 10 5 ® Two Hunter -B-50 I- 30 2x.50 3 dyihp Architect, mewaingycd t sheets lar p r�pheyetm ma ai gap Val b Hunter I" Shrub Drip Ig.O N Two I-- PCB-25 -0 30 2x.35 3 a1� a5casteren hotel? vn" Uta g NVnter Shrub Drip 12.0 10 Hunter I" Shrub Drip 1-1.0 3. pirlga! on rnmpanents wall de rnstalled Tn accdra nlceu�4ith the maiu acturer5 a � � pac111mtw.s I 11 NVnter I" Turf Rotary 4.3 srMt'<TL MRNUFAGTU -12 Hh0 1111. t ON < I 12 NVnter I" Trze Bubbler 23.0 Hunter PROS I2 w�tn 6PN lrr�gation Products SeFN inauaea os wore tiequrea.6 or all permits�lnspectlaro ana �mvact Zees a a ewu de I \ � � HO Ltee r�to-lo 12 wlpwa ed 5. me wntroller shall re as statea iNsl�e ?gat an Legena. 11 be emlp[ ne wltM1eBue'It-I k ring L caEpe h.AII�e system shall de �1a.� 1h01� polyp ny1 Thlaaae p�oe xa"tarmn to the IRRIGATION 5LEE /IN6 e oeana12,0 o.c`.�"Delp ��t la e �gagnlar w�eh srneame 0, Ht—.°lremen s. ve - p q vee we en I I FrFNn pattern- lnsta`l l-pllna`o� bau, saes of plant materlaL ,. lNyoe lrnge vonye, eee. e1le.-1delweenm v else I __ srMeoL MANUFAc,uREa,MoeEL�ExRr>r ON Rp�==�p"��e�aaea�t cop e,asr�anmeaslaet lweae,=a�mHaea I 4 SLEEIE aLr vaMe (2 2" SLEEVE I �erprior to earn group o © - (2) 2" SLEEVE m d 1 rr�yaed Leye,a I I Hooter Icz 1n a Hombo vaMe DA, -_ me1ek�-iype va vea I © _ (3) 2" SLEEVE Hunter vc-l3oo-vL 13 stat�dn controller "tr.' h�` ��1-°"1 © dla Meatner near e me(e a ea oIN a o 11- lh '1 wr mnta , IT 1sten mr I —I bi—1 All wire p e� e all be,mna � � 2260 50 FEET (21%) HIGH WATER USE IRRIGATION � Wilkins 9"15xL 1-1¢ BackHow Preventer w�lh 31-Fear wire cannectare I 5,300 50.. FEET (Tg%) LOW WATER USE IRRIGATION Water Meter I" (by others) 12 pvg e 1 rlgat n Lateral Lne. We class lbo os p s ute�cTrencnes shall be na v �� to allow no Sapin gc er shall de — — — — rlgat n Mainnne_ WG H2" Glass 200 11 r in—llea- I I rigat n Sleeve- Fvc xneaule 40 (cry o F ) < Dint n psi i e"mdiaowre�s"sva 1 cat ens. .5 a de "sin ea in a" c""mwrtea I I zD!£ la TO HAVE LATERALS INSTALLED TREE SPRAYS SHOYJI WITHIN A Z s a podgia nm ng of thro system eha o mascot "r- the Lana p rch sect. the os \ ZONES 0- Alm F VE BL ARONJD POID. 1N5PEGT ON OF PLUMB N6 AND FF GAT ON 5 BT GALL N6 40"1 905 3 59. W TER a natea w th eta e A pEVELOPER / GONTRAGTOR SHALL Goon E w TH uT L T E5 DEPARTMENT FOR s a be yraper y a r ALL LATERALS TO EE SIZED SO TIE M N m rector sna be resva seta? lar vrovar I do \mom I —ITT DOES NOT EXLEED FIVE PEET dperat do g - g g g g - see or non e e tc PER SECOND TN—L.LBBI,ERS The Lan¢zc nsve that the system conldrms v - - ynent td the I r FOR LLAR TY N5 TO NEAREF ..... _ 11 A n� sn be., spa a ape n f— ear e eq an aper�. ae lest pr ar to i IY ' _ d�e enches 6 TH e aLFeT N�Lda N6 eaTH Hae LIIEaNTAL ANo vFFT IT xONeTeWT aN eHALLNIII NLppp IF TA 616 -HA 11101-1 1-116TAp ApptAN��Ae REce R� eT eHApTER ,� eF THE � n eF aeEEs �eE OF eRe NANeEe ERE NCHEs eET.-1— eve on Eau —HT ANo ZONE T TO HAVE LATERALS T p vAVEncNT eE A rv1 N nun oe Faurz la) TO ALL TREE SPRAYS SHOWNWITHINED I I[ /y ZONES b, T Alm THREE EL TREES ARLUm so warranty. the contractor she warrant the nsta at on wdrenanshp to POND. ALL LATERALS TO EE 52ED 50 y�r lram mte o, romp eyes a"a omeptonc THE V 1 11 —NOT �EDRFNE lertner sea to the lel meet ale manufacturers wa "T� _ warranty ana operas ono nrormat on to the owner Re ARItt INSTALL NEM TO ate„_ p ae �h�nmes any., ame as a a t m,a"�� a v ran mr NEAREST TREE. � o REFER TO SEPARATE SPECIFICATION DOCUMENT THAT MUST ACCOMPANY THIS SET OF PLANS " a /' O n 3 .. • Q r FUIIRE PHASE IRRIGATION NOTE5—TO Tre oETAL—oaalw D+ La Tna regal �o-arl ,na ga„ara e eru,e ma .a awrg wa« I fir. 1 \ �I A Aeeq�a�ent.,role.-a,. a"a a"ar �a vra, aea mnv eta r�ana m q \® / .0 - avers "v=r�"q rrgata„ytem �" •. N . Q F z peeler�acerpecicnta�nnall�re4�rement,ellh� er�epa ,- neI arl�a wal�, s�pp y p-,la,maz� p, o, to ramme"rrq ",ta al a" - e Por�m� ape,al � w,e a� e �e�aa tar ea m�"l — !` n �a m pin, a aw,a a"arrapry E Aa,�s�m a, ,e era a" a, neaas ,a m"m=e a.e„n,aw � to �.ame"� a, s„�rt�,e, a"a \ ,. laPra� ra�aaa pal �lera _ q,amm"q a"a am "q r�l,o rn„ a w�x a ,spa, e ,o sr a a a"a co ,o e, he OF L�a,raArrhlml '� �� - e sv�ua auwa owve.S Navva a„m mmevLv yam"l�w�Tmlas I �`, ,./ I`. d/e �e A /e =q' paZ a al ae a t p are Aral vq amerednea oral are a a , naTvonnms an y q td the ma aa nn rna� en � a" al a waste" pva,.�lee -a, Tanrarla- �,a r,° resva"zoe la, / N I re aea span ry a"FI e mreq�anaer wna, wvv a err al lro s stem t a y., a"a , ,.h a are e p al e FI aocvnctle a ., 9 <dmpelem WveNson a the ware al n \ '' $`. " _ F cvara,� a ar eve prav=r ra"e-aqa, "r �apy aa)swa"ts al p .. / � - n�a e amer om stomp ele oravgl ` —_ — - a ^' y Q) K whoa tt o the p ens ma 'i4 �J' \ TOIE L TO HAVE LATERA 5 NS n. Fa aam"s✓ai Ve ale lark" ca ?cols of lne as ao:emenis O ALL TREE a AYS SHOYVN WITHIN vet c requre T awry 20NES 3. ALL LATERALS TO EE SIZED 3. n chae vape e reeponeoe lw nerrrg that the yore meets a requremenle et w also mq DOES NOT E r SO THE VELLCItt DA1E �_Z�,p my =n e th '' t'o� Aey war that mss "a s ssbsea to reyd oe �.a rep asamml Lv � � FIVE FEET PER SELOIID. TREE xRS mntractsr t sawn mst penO um-1—Trve aFEc�cATas SHOWNFOR LLARITY NSTALL NExT TO JCBW. OLS FTTI£AREST TREE. s pYS M0. CKfi15 LONTRALT025� � pYI BY LV GKD. BY SH5 a uv awuauwn rwrlPgvl a plm pl^' u SHEET J—OF� SCALE. IH=30' 48 HOLM EEFOFIE YOU AG Gra4ord Irrigation Design, Inc. CALL 3UN3HINE 1-800-432-4770 BRIG TION DESIGN AND CONSULTATION SERVICES I �— /P57/.ELAWAVRQ14 Edgewater, Florida EI'IGIL. CID9lttlanticnet Tel: (3e6)-424-0021 XoolpZ Tlll� 5 11T11T II 1111TIll -01P11- 5T To _1 _1 IT. lo`lFlLl,"ol`1,ll, Ll `T � `�=o MIT 1 �= 11 -E (b V-2 V-5 L T'll I 1.11�11_ —IT"LL, _ , ELE.,, , III Tll J -110 T_ _E 1.1 TI 1 T-IL 1 BALLEET VALVE "1 1,11 1 IT 71, ITI IT 111— TEE, T-1 1111- CONTROLIER JDTMhe IRRIGATION DETAIL VALVE BOX LAYOUT - PLAN VIEW T, _LtNL7E I TI TIoLM IN T- 1 B =11=E N' "I ' L" E T PLII JI L Tll 1111 111 1 T �AeE I—F Eo E-T "T, _=ED op 111B TA- OIN A -Al Al To _EET 5 LTT 'N A- 4,510 =� LFFUE 0140"Z F I— L EAll 111E 11 1 1 A-1 .l I—E — 1 VRIPLIW LAYOUT - PLAN VIEW ZONE VALVE D_ Z < IR-2 Date )published and Media Name rLhtjm_j,A_Wri(_3_0,A0_2.Q The Wost Oran&e Time,s 3B Advertisement or Article FIRST INSERTION CriT OF UCUEE NOTICE OF PUBLIC IIL+ARING LARGE SCALE PRELIMINARY/FINAL SITE: PLAN FOR COMFORT INN - MAINSTAY SUITES CASE NUMBER: LS-2020-007 NOTICE IS TI'ERLIIY GraN, pursuant to Article IV, Section 4-3A(4) ofthe City of Ocoee Land. Development Code, that oil '1 JESD^ MAY 12, 20209 at (h,30 P.m., or as soon thereafter as practical, the OCOEE PLANNING & ZONING COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commis- lion Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Large Scale Preliminary/Final Site Plan for Comfort Inn — Mainstay Suites, The property is generally located to the north of SR 50, south and east of Marshall Farms Rd., and west ofMaguire Rd. The property consists ofthrue (3) parcels identified as 19- 22-28-0000-00-008,19-22-28-0000-00-007, and 19-22-28-0oo0-oo-006, and is approximately 3.17 acres in size. The Applicant is proposing to construct a sip: -story hotel, approximately 74057S.F., with 120 rooms. interested parties may appear at the public hearing and beheardwith respect An the proposed actions above.'rhe complete case tile, including a completelegal description by metes and bounds, may be inspected at the Ocoee Development Services Department/ Planning Division located at 150 North Lakeshore Drive, Ocoee, Florida between the hours of 8 a00 mm, and 5.00 p.m. Monday through Friday, except legal holidays. The Planning Yr Zoning Commission may continue the public hearings to other dates and times, as it deems necessary: Any inter- ested party shall be advised ofthe elates, times, and places of any continuation of these or continues) public hearings shall be announced during the hearings, No further notices regarding these matters will be published.. You are advised that: any person who desires to appeal any decision made at the nee hearings wall need a record ofthe proceedings and for this purpose may need to ensure that a verbatim record ofthe proceedings is made which includes the testimony and evidence upon which the appeal is based, persons with disabilities needing as- sistance to participate in any ofthese proceedings should contact the City C1evW9 47flieo ,1�8 hours in advance ofthe nneetfng at 4,07-905-3105. 2o-017fhttW April;s0, 2020 M'ImE w➢n�,Q;y Johnson (Jt�y.�°��rtn n➢rt�r. a➢➢ . 11"ohort ik"rnn lk DATE: TO: FROM: SUBJECT ISSUE: STAFF REPORT May 12, 2020 Lorry Bniflson a 11"osc;nn➢➢ ry Wdsen, I inb,t➢ ➢ct H'A'ch➢ird i_k"'rsdn➢gin, N,ytn,ct 8 Gt;nn➢gO O iver 111, Nstr,cd d Planning & Zoning Commission (Local Planning Agency) Michael Rumer, Development Services Director Prairie Lake PUD Townhomes (heritage Homes) Project No.(s): LS-2020-002 Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for Prairie Lake PUD Townhomes by Meritage Homes? BACKGROUND: The subject property is located on the east side of N. Clarke Road, north of A.D. Mims Road, and at the northeast corner of the intersection of Clarke Road an A.D. Mims Road. The subject property consists of approximately 8.70 acres of the 11.99 acres and is currently undeveloped with heavy vegetation. The parcel ID number is 09-22-28-0000-00-056. The Future Land Use designation for the subject site is "Medium Density Residential," which allows up to 8.0 dwelling units per acre. The Parcel is located in the Prairie Lake PUD and is designated as Tract C. The parcel is owned by the City of Ocoee and is under contract with Meritage Homes. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels. DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North "Commercial and Medium Density" / City of Ocoee Ocoee Fire Station & Townhomes (Prairie Lake Reserve PUD) East "Low Density" Residential / City of Ocoee Agriculture / Vacant South "Medium Density" Residential / City of Ocoee SFR(s) (Reserve Subdivision) /"R-Y West "Medium Density" Residential / City of Ocoee SFR & Townhome (Reserve at Meadow Lake) / "PUD" On September 17, 2019, the City Commission approved by confirmation a non -substantial amendment to the Prairie Lake PUD for Tract "C". The non -substantial amendment reduced the amount of Commercial (125,000 SF) afforded to Tract C and transferred unused townhomes units (up to 80) within the PUD to the 8.70 aces. The City of Ocoee will retain 3.28 acres along Clarke Road. :� Z II'geeU ing IDate': II'gad'tg, 2020 I111oUea a II'111auu ue If...alke II IUUII U Uoreauullmoumes (II'geu i11 age II°°Nomes) uelll11ImIlilia u /II'""liunall Su ll dlIVISlioun IC Maui 11:1rojoct Ilduur nllooio(s) I1 S.2020.•002 DISCUSSION: The Prairie Lake PUD Townhomes Preliminary/Final Subdivision proposes a total of 78 townhome residential lots. The townhomes will consist of a mix of six (6) unit buildings and four (4) unit buildings. The exterior units will be 24 feet wide, and the interior units will be 20 feet wide. The PUD has a minimum living area set at 1,500 square feet. The internal streets will be private. The development is proposed to be developed in one (1) phase. As shown on the plans, the subject subdivision will have one (1) access point on Ocoee Vista Parkway. This main entrance will be aligned with the existing Prairie Lake Reserve subdivision entrance across Ocoee Vista Parkway. An extension to Ocoee Vista Parkway along the rear of the property is provided. This extension will provide the undeveloped property to the east, a future right-of-way connection point. The proposed subdivision is located to undeveloped commercial on the west side. The subdivision plan calls for a wall with landscape buffer and pedestrian connection to the future commercial parcels. A stormwater retention pond is located on the north side. Two (2) amenity lots are provided with various recreation and playground equipment. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on May 7, 2020, and reviewed the Preliminary/Final Subdivision Plan for the Prairie Lakes PUD Townhomes. When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Subdivision Plan. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for the Prairie Lakes PUD Townhomes. Attachments: Location Map; Surrounding Future Land Use Map; Surrounding Zoning Map; Aerial Map; Preliminary/Final Subdivision Plan for Prairie Lake PUD Townhomes Prairie Lake Landscape Construction Plans Prairie Lake Townhome Revised Rec Area Plan Large Scale Preliminary/Final Subdivision Plan For Prairie Lake Subdivision Location Map Large Scale Preliminarly/Final Subdiv For Prairie Lake Subdivision Surrounding Zoning Map e ,k Zoning Classification: Gen oral AgriculW ral(F1) � Suburban (H-2) Single Family Dwelling (R is 4 ) Single Family Dwelling (R 1M) Single Family Dwelling (R 1A) Single Family Dwelling (R 1) OneseTwo Family Dwe Iling (R 2) Multiple Family Dwelling Ha 3) Mobile Home Surat can n (RT 1) Professional Offices & Services (PS) Neighborhood Shopping (C-1) Communiy Commerual (C2) General Commerual (C 3) Restated Manufacturing & Warehousing (1 1) General lndunrial(12) Commercal(PUD) Low De holy pi D) grow De holy piD) High De rally (PUD) Pobuc use (PUD) %/ Unclassified N Large Scale Preliminarly/Final Subdivision Plan For Prairie Lake Subdivision Aerial Ma NaND a R[a s,aND.A H aA m a.aAa, aRxN aND. r,mD ,[ G PRELIMINARY/FINAL SUBDIVISION PLANS PROJECT TEAM MEMBERS: LMI37Y PROVIDERS: � • DEVBIDPDR/OR1ER 1fATER/BEIBR/RHCWY: F fwx[1[w]olaux nu x`A1�)6sm-i6lss Na.[.nipnrxy.n.nei`mm wzmr i:n-oU.,mE" cxam xuxc �uxC xxYSY [ aK>9aro nsurlME Wx i S.i4 BN]NBLBPNONB. PRAIRIE LAKE 056A m�m� PE �am Da m,.b i0aAMawc mxr`xwi swvc`i rorl[r w D`som` i[ srzw xrE IL His -E 5 5'm1Y F AmI a rm[ ss maA �FSYyn[np THUCq anx Y fwxF 1177X ffu m x a[R Imo PNsurin �1NEA.]I.m FEET A-1 M N I.'aNm' l .N.m Ary..en FEET MENEE na wx s amps x, n.m Far. maxa ma, x mrs'v x, .11. FEET m 1Fair a SURVEYOR PO1BiR 0Ix —1, R[m,m e0o[ 4 ,SOI, aH a a. NE. PNxr va. --.-EaFADE 0Fl `om-N-hD--DAag PARCEL ID No. 09-22-28-0000-00-056 -I' _ SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EASTn�a r CITY OF OCOEE, FLORIDA wXF12. ° m°a a C-001 — SHEET BOUNDARY AND 10PoCRR— SURNEY C-005 SYMBOLS AND ABBREMIONS C-006 GENERAL ND1ES C-00] CONNDONS OF —AL C-101 PSP AND STE DIVE — PLAN C-201 UTILITY PLAN C-3111 ONAINAGE RAN 11.1 DRADING PLAN C-601 - C-602 P1AN AND PRINILFS C-603 OFFSIE PLAN AND PROFILE C-]OI - C-702 EROSION CONROL TPLAN AND DETALS C-B01 VEHICULAR DR-ATIN RAN 1.1 - C-904 --TON DEIAILS C-911 - C-913 DIY OF OCOEE STANDARD DETAILS LANDSCAPE PLANS MERITAGE HOMES 5337 MILLENIA LAKES BLVD., SUITE 410 ORLANDO, FLORIDA 32839 PHONE: (407) 284-4191 MADDEN MOORHEAD CIVIL ENGINEERS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 GEOTTM.Ti 1— GAE: FrNx ml 1mmmsmm rz ma 1 m mrMnewinim�mmT a nxn AEL T.ANDEMAPE ,Aen FHP-PENNI-NAFANDL m LE) I A I I I I I I I Imo„ I. I III. 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F.m rm Pn BF CIVIL ENGINEERS E. iEOAx , r° " :ow Ao, N.E enai o'mN"L ANE.ACE aL. ,.Sac Fo rx Rnm aaa rx snm mAm rRE x.o.xr Pm Fao.cI SE Ml v BEoxxxo wzx m nNr IwER PwE wIRE FENCE _ ---- s�_ cou,ouxs cousERVAT ox oo NE"R FEET u PIP 100 LF STS 24 HDPE ® 0.20R ' ` sTaR E z4" NL DENspIPE °" F°r M°�qoi) 6RB a, n AL, �xP rUux vex urzRxAl[ mrou "— AxPFR[(s) io u n.V II Ab INSTALL Ert.xo PRS PREBs PHSE Ms[R v-E rc AX a m.vxn.s PRESWAf[TRACKS [HA N L NK FENCE ''. RAILROAD SETBACK PI 11ELENE • D.3O A_ Av A.w s nvsE MPROxxArz xR m[AV[ L. x. muss vxcuux vuu FtS FVEz FL. f[xeE ux[ nL_ U RAxSE rmtE •nx PM PR.0 R MAID Fwv, o mscm vsa,uu a.0 NIS A VRE m, Pmws PER A. Nen WOOD FENCE GAB MAN CENTER LINE _ CMAN LINK FENCE — — — — — — — — �-- �-- �-- — uNDERCRA N e MDPE PIPE DRAINAGE FLOW DIRECTION - co Z AV AX n=E`Y uw,n` Fin PPE E[Eli I noun PERu FEET PTVVCCT N'.Ht R lnxcExc. PDLYuxn CHaRDE GUARDRAIL UNDERGROUND EL IC CONTDUR 1 FDOT u LET TYPE t O B sP �D uuam mnsu,m ussL xE FT. PER GELecH`D r[nzsm,�Lo rm,x. 0 o A...[xl as aArz — EXIST NG PIATs .: uuDERCROUNO TELEPHONE — — — — - — — — — — EASEMENT DDT INLET TYPE R a O �M,x RX m SILL. °AN'N'"aEP ACPR RETAINING Nc WALL _.- — • • — ` END m, IS �A" BF Re EM SSTTGM OF ftffD GILV s s owm RON REDY ZI: m°R0C[Eo —RXSOMONETE PP[ ARm w¢(o) R/w - RIGHT-OF-WAY LINE SHORELINE ELECTRIC TELEPHONE FENCE _ GUARDRAIL FDDT INLET TYPE D FpOT INLET TYPE s w v mC o¢ sT PPE RN BOD lVlX/lVl P[R uxurt - — — SWALE UNDERGROUND CABLE TELEVISION LOT LINE FOOT INLET TYPE 5 Q Q1 J PS CA-- SA_ XUIN c[xrzR H PATEAuo w RT Rws ""' - - - — — — — — - P/L PROPERTY LINE RETAINING W ALL • FOOT INLET TYPE 6 MANHOLE Z W SANITARY rsu ssE CAc DP PIS SUSS FEET — LVuvb OX, AND PER sE[m o Cum AND PIE "IT IRm cAps1R"uLCnW PIE m xms na MOSS n= bm NOUN mxsm Purc,xnsxE nouEmOii[RS NB Anm nmwuxTAL sA. zuoxMx.. ssxm sPLAsn BLoa R �W RICHT-Df-WAY LINE MITERED END SECTION ...� O SANITARY SEWER LINE FORCE MAIN ravens Lux, POLE aEAa/GEARNNCE nP x" IIXASP.RER n[OnT Smcn sox _EOLL[ MAIL fnELr mAx LLEANOUT MAunOLE ......................... SETBACK L uE O� faRDPPONInE5l01E 9AORPE m Q WATER & REUSE WATER = - = SHORELNE ~° BPDTELEYATIDN rI xnALN Rw x s(L %DWArzR,A LIKE A MET() SWALE O STORM INLET - WATER MAN DP PPE WATER VALVE M. ,Run(a) OK REUSE WATER MAN FIRE HYDRANT TREE LINE N W. E."'°� "s[mcT/x,ms[cnm ))ET Srz[L BACKROw PREVENTOR WATER METER W o x SANITARY HIGHWAY & UTILITIES "`""` BN I 4 a STORM DRAIN rn�V —VOT" ttT Exbox Too LF sAN B Pvc o.aox Bouuo CONKER W SrLD L NE .umL`TO) STORM SEWER FDDT TYPE 1 INLET . PPE O O IOR SLOPEQ CLEANOUT CONCRETE g 8 M S R XGL c,�IomM m LEUL PIE E[T/rmT LAT. RALLvx u�,f sl [ _ ifa •LM s sT L "Cax¢xnRAoa uxuL MAuxOLE MITERED END STORM INLET FDDT TYPE 6 INLET FDDT TYPE T INLET FDDT TYPE 3 INLET 4 INLET FDDT TYPE ET FDDT TYPE 5 INLET �� —ss . DOUBLE SANITARY SERVICE FOORE M . PIPE —w—ss—ss— MANHOLE STO gep) Z4 ® COUNTY ROADS DETAIL REFERENCE DUMPSIER PAO 3 W ^2 "r• a R Nm IL E FF 90 "6 W�TFPoLED°TYPE ELEVATION HIGHWAY & UTILITIES WATER & REUSE WATEROR—Al E jtAES RA LEVEL Y x.0 D[ R� 16No c6v PARKING � s, � EN -.A- GUY POLE � BRICK PAVERS —..—..—�—W—�—.x— wA>pR u 11 F RIUMO'101t ❑ . Wood UTUl POLE RECOVERED 4 4 CN DIRT ROAD 1'H ,C.� zPT/zP SEND 3 t/Y SEND 95 INTERSTATE ROADS fL3g p 6 EiLE. ssL vmV ONSE= SET 9z4 CM CONCRETE UTLTY POLE - a MAPLE TREE 45' BEND 4 'uv k 3 EtEP INIxE %ELmun xmN v L ELECTRIC MANnOUE a OAK TREE yi 9D' BEND POLE Sra Al T W, v ro[ AUAPo� rc ,AN SEl IRON ROD TELEPHONE MANHOLE RECOVERED RCN ROD LEPHONE RSER B" PIKE TREE e PALM TREE VTI 11 TEE CROSS v� v ' 212 SIGNS SECTION CORNER oR q r""cr W bx CONCRETE TRANSFORMER / n e MSO TREE �H CHECK VALVE 50 STATE ROADS X' 'y m iE..avAnm NrtUANlS ExlGX oxxo xi lllx EA," COUNTY ROADS WELL �� DOUBL E CHECKEV LVECT SERVBCE WATER � SILT FENCE �A,sa uaz INTERSTATE ROADS MONITORING WELL N GATE VALVE PAVEMENTLOAURKING MP [rza RElN R[rz APEY III w- FNSAI STATE ROADS DUMPSTER FIRE HYDRANT O UTILITY POLE A OISL oMO m[RH[Ao v" ,a MISCm WOOD pND�DR METAL RR CROSSING SIGN U © METER O BLDG OR STRUCTURE S m aRR S F, n uLu I ATCONCRETE RR CROSSING GATE uGHT POLE _ TRAFFIC SIGNAL POLE D REDUCER O L w TYPE F CURB k OUTTER z6 z YARD LIG T DISH �ANEOUS SIGu SATELLITE IMRE SECTION CORNER MANDILAP PARKING Eu[uT ONNO ® O K ` PRE VENTER UNGERDRAINN CEAu OUT RECLAIM WATER MAIN �O1 uIANl CURB CROSS SECTION DETAIL AB R i2/o5/2oZB w/D CpUFRB SPOT ELEVATION W/CURB PAVEMENT WATERDDUlLSERVCE C-005 GENERAL NOTES AGENCY ,A:s�",xxE IGDi v"r... SPIN ` ECIFIuinre'ioR`Ro.;o AND BIG& ps DETERUNED Br nE [xmrEER IF REmm IF CO. NE OFTY GIANEALMI w"I; S%o o lE^m`r locco AKlICAlll INDEX DRAGA ND 11 REMING IN --AM. B E� L'O,EO°= Eo4l6" C.:_':1R NAlx; MERGED Nn D s RE RED INESSIS AGE GCTNNED AND ARE IRAD%S] M NhT ALL ro m TxEREIG PERxrt4 xCLuom EBU1,^No, EC['.Apl`xi`DR 1O)N�AIDE A.10M.11 OR NDAIU.L wEW[ AND FILL UPP MMSE AND III lZOTUD LOCAL RATER w�"GE-1 NON(I GOwvxPnvF USE FOR cwtTRDcn - xATER ww T msmCT ENNRDNMEN,AL R —1. N Run (ERP) .,"RY01tPaR�s)mFLORIDA PRD ESSDNAL UNO ENPENGE. PRE I NE CONTRA — ID DIFFER.. EFTE —.I N NC ER N°RIEREP "NE�RGONTRnGRTwOR -L OMPRI xIN 0 ivRT ALL COSTS INCLIRRED TO PAR GA � DE."ATED IN PRoTEECTpx/PCTOR M¢RvnnON PROCARS Of ONE PRREUMPRRRrTSUmry ON RANTOLD. / —PARCY/CDUR[nON. oxR/mm[R'S R""'INTAT' MLL BESREPm.D[TO oMR R/LYON BE xERrywmS ENTAM MEET ALLBRRNC °RA TAT IS NOT 1UNCEIEED BY N xf ENGINEER W ANY CLOSEEPANDE. REPREs[MAnLE IN xxixG OVAL PRCDE34 BY ENm TIER/0 NER/DBERDv[D CONTRACTOR Iff- x1 IE [NDxma ,MAT IE PLA(T m CIERm, INKS TO ISM �a,inL; :'cs axcr x °eW o I`Lc"sD9[,'IBa"u"s Pion TO ZDL 1 NSTALLLL:nw a ALL IwRovDxEx,. BEGICATED AND/04 MAINTAINED BY THE rn Y SNALL BE DEINLSL PAVING AND DRAINAGE NE CONTRACTOR "'ALL 'ft"' PWOME Datum s«n (r�u.> 'BEG I°I" UW'GRatt,NO PP•mx[s xnNEATES NY CAPA aDiYix0.nenrxni xINNG '°R uu,uDN.SGRnnw p .S. D.LLI NZ A D CAD,£ PLDnx0. NE AND LEGAL NLIRRAYEO. DR D ExDAxAr D :R �xRr4 I. T, ^tN CY 4. UNLESS ONE ISE u ANDNOTED, GRADE TOSMEET PORTY,EXISTINGFANA [LEVATIDNS AT PRDRRtt REPORTS PAGED FOR NE 91E BE —CAL RECCAPPENG, AGE NIFT IS) INE NE RES N Y OF NCEmE oR NICK REPORT AMC DIESE sENDroRS OR"`iortDixE nxFs. mxENE PLET.1 oR nvuRAcv Of o ro BE PROFFECTED TRIP AAAGI ID FOR N55�R� w E.R. » .`D;Es^o ~� EET AND °EEP SEP.a.'D: aG GCP) III CLANIE MY'VEWLEGA E�oRAN EGALAL ID xPEEo L,D,R_xD: La DENITY NCDIED GRACE.MR. FORK NOTED R IE CD.T LAnDR muG LGE CCNClIE xm A uxlxux RB DAY STRENGm OF ,LNC�MD%ELR DID mi°N(rx^uuuj. w FROM IN. LOCAL AGSACI DIALL SEE RECEIVE. PANG 1. .11. w x xI ANDA— IS NE BASE �E°NE LOCAL LRiE CY& ERcGN¢rt NBC, NTAINED FREE OF CA.. ,C REPLACED [PL E Nl PRIGR ro E N AND NO I AA TI R ^"sD DAYS A SF°.TER BASE CWM1EIIorLRR (,) W AN LA AN , ( ) Y A B:. ALL GwcR[rz WE DING GON; AND DIALL BE "R I. Drum TGAF»C CON FORS. DEVCEG WALL FIR TE sEu WLGTO. NDBL� A.NE — STANNDAR. AND x�niICATV, lRATmx n4 RE6AAY AND "ARNIINGS LL BE IN PLACE MCA TO FINAL UNOES mxONS, NOTED. NO (z) FEE, la' r,F KIND 1"El AND BE ' xG rU sCExo w"xo (.ol)m°uxLEs oraaxsE ss[mn[oPON ORms uE BDTFSP RAPID AREAS M MAME STE. RECTLIMEAR GRATES YGN M LOAD.. ALL SING LANDSCAPE ISLANDS AC4[^D CSU[n 1RE0SOL4�4 ACCEPTABLE T� GLITABLE TN PhMEMENT SARKERS IN NE CENTER OF NE NEIIINEST TINREL LANE ER AREAS ro BEICAL REPORT. A FILLED. SEE CfER LES AND SS� �wLIGxc A° TGT R — ,—E) IN lnE AGG _LL nxx SMALLnuSKRE, MI Mx xCLEARLY L A N x xSt CONNITACTS, noesEND L. IRFERED END SANITARY SEWER AIR CONED BE rvImED GRADE. UNLESS DTxPED ALL :R NOTED. x LATE B[PARAD N CGPC ND o� AC°a: E ENTIRE: s «R xl [; nxD ru�[97[iK ABLE NCONTA EIGG S�uF ,NENRuME RMILREE tt0a5 EQMVALENY FOR OF BE ENTS, Dx°; ANDECDCAxA.— rc K nnSrz AUCIA AA w AND lR xi I°SESIdnu TEST- M.PraxE (ao }s ¢BUD. LATErtrs wsxREST ROGROFFERALA LEILL N,, �s.SULGRR`I OF uA N_ AND LE IN E OF NE ^ a PRE. TO SSRR DDNs1R NE .. TO NE [xmNEER xxnx ,xn jzjLesYexs of coxPGnw OF GPE=l lTElT ALL Y CLIFFIRIN. AN 'G' INTO A` m,RB OF run• PLANK PAINED N m L NN CLEARLY w A ANIIGINDI INPR[=gD IN NE Cx�. I. SA IN ALI PA, IREAG. AT EACN OF INCH LGCAI NE a 1p a w'jvusE coAEc` ^�RE,oL",POFF ;";. GENTEGIONE SE xnwmE4 sw.0 BE SlNnA"ND um1E NAN ONGEWIE LATERALSE^�I)'IE_ ASC RE NE uA= KRT. CAPPED PED/PLDD¢N u1 AREbDx[D Ix FN CONCRETE 6 DE.PMATED I. BE UFUZE. IN NE DR. ,EGY,NGRE FDA I, 'RAN CONTRACTSIS IS REGAINBORE I.E. IF SPECIAL PURPOSE MIS FOR ALL COST AND LIABILITY IN CONSECTO CITY OF OCOEE SPIXCIF D. CAD ®r DRAW Ix GTA,E —E R ALL NIMAGIWIN5�IGGGEE KGCCFFED AND/ AND DETAILI FINAL RAN PPIONAL DOE PRONININERIS BE NE IIN ECTION Of TIE FLOM FIRE PREAExnax IA LEPA ;i m i Eo nw WATER ,. —I—BE ns mTwF°vAirsiro, s�"x.°`a"`x"Im-m10ROP ce xgLOCAL AGENCYs.Nia w of 1. ANDm,nw 1 A0[wv srnrmnrs mSINorENR EYtunw tux xrown; nxT wL NET LEb Lwm ws R,ostt AND EC NE N. BILL Ol' APPNA 7. =1 OVER ALL POPE SMALL BE 35-INCTIES INI TOP OF PIPE TO FIREMED GRADE. ASESEL ONEIGNE 2 M LATER ANx m BE Lwi.TEo MTE M S,mnm.TER ANw ERG sx AING AT 51mx `EAw; wsTEwTER m RI. wTm S N rRDLE ra onw xrDRE M lK BE LA. mnm xPED FLw I°1SM.KR rt'6 PR^D'F°fRA Ew1D AT M SERIF NE OR WATER MAS _� 'R%:VDASYND YNCLA�I BE LAD GO IS ATONE s,aw� PIKEnMANG ENCLN[DAwD wra R— A. w� 1. 9f1SEMAGE mEARMENT AND mL 'EsvnE OR ANY DM OR 10. ANY EPIX FEET AND I�N FEET. STREEN.W A'DKDANr��',rzxNrrn ^ d,s6rc�^OF °LRA STAR OR PARDSCROOD "j TYPE %,GGGS MD �7O DREE FEET SHERE TNE EDITION OF M RATER MAIN IS LID AT LEASO SCY INC ABORE TNE NES OR OF ET NCE D�WFREM, ANDEN If m�PLDE IF s,wx- AS GRxm IN SLL Cw SEDID�. ANCI u ,, ° 0°RRsnx,R�m .;D , PPIS mU,L a GAxmG ALL BILL BE S AS wTm w,x Lours AGE AT EA nM`EB: A, �,„S. SroW, S RB4 S,� R,,,ER FINE w ORR^WE �ra FROM DARNED w.,ER -1. im^MRl x D, S MlE, _R , " , AND 11 OR ,SA_ CONIZERCLA"VEIRIFER GNM% "TA, 1. DR-,R t RPx (D.I.) OR MAY INN w°xAN[ .xxx,s S,n A N.M.xPREBBLIE - TO o-»o. OR GI. GCRPAG, Fnnxm4 FOR DRN,[TERS a-INOn TO ,z-xcn caxrmuw TO Axs A-R,.v / AwA c-,sx 11 FROM NE POINT I BE ,n ANAT R"IPSR DI)FORTwoRw^wws S DE—ATED BY FA BU, FINE SUPPLY WE swLL BE RE AGO AGAS E,G, mxG P PmxmD elx GIP GING ES R LE OR "DOUBLE "`Ex:°`s n k `GI' m _ S Dm .GRATER ro mum mxER xE DETAGED rLIo s°°Iwni°'Ruri miECm`x"i IRDG`x'sm v ne WE. I�En°ErmIL ,R S"R.PLx uws FOR rRE x.mxns BULL s xsmlED IN AmamNa[ xm NYRA z LATIN III — IS ncaM == vUG a =EG N =`tN"LG r[E, Aw. TIME % mxB m = v mE wADRAv. , SiRi S s,w m«EDNE m, 6 ,w w,m - DmE,RIDDON m.NELAY m-L. PRxl4 ro,xE [NOLxDR wl., xGwoenmm nnc`TEioRsrxSum[mTO N^LI—F1RDGNEm wmw¢ LY IN RET[sTw A, OGLE ANO A, CwTwnmh [xPoa. m IS nt[ Fa[ uwwG PRw ro Axv mLBmmE mxsSuc°O.E. rrE.w,csmsuG ¢ PEIr^a c� . ALL lK AND PAIGRARI m IGNIS ^rj� r ARMED WE �Af RE Ao L - AlxITS As[Im� WE mxu B[ mvwm a RAro - w IN A AREA cSm� STINCAL° R"POSTrnmELE new CLASS IN St m[. By NV =PmswEL —, M,,, " Gw No Alx US 4 III TAPPER io`.^LrcY`ESSUTEPAGE:n Gmn[fOfRCRo RRGp1rc ^nNO rc Alw°4`n L.sR PmNSTALLO °AdEs`im aEFOUNLL iIN EELf1bswlan sK% mE'Lim Srci,'wx v A°RlFws"isa Iw.m �LOa iI.E` m„a'�'"LxcR Pc' FAr BY =NA NO PERCEFFESO IS KINEST SPECRICAX WAY RECLAIMED WATER NG "LOG" RAsn. x�(Pxc) .-Ixcxn,nvn �:: ism iu,[s< GFIAbN) nx AND %E lNC ; 0i COnL E RPIPE N PIK (DIP) SRALL BE STAxsnRD PPREssutE CLASS BAD IN wI/AwA nso/Ar bx0.ArzR°`Cs, conlox). A[µouni[c°I o1. w>sxw xnrE GWENI Nm/Axxl, .w/A,I`. (LATEST ). �ro E ; LL BE OF NE PUEN-ON Rem —ET TYPE D E IN A VANDA C,»/AR,.,I [LATEST EenDN). ON YNESIND PRESEL WE DP^T~AN TRENCH^`L BE °CYCPmE'inRaxFITTINGS =DDLEILLI°EC.11LY INED INEL/A mtA 11 xnnsnrbynwn noA/Am • Euaz, B—CM), — Pm xlxuw PRESUME RATING M. LRENI SEAT ND ANL/.'LLunn CODE IpoonlI��''Es,6m, )) x�n^z-Ixcn^SSpYR[ EE [xcn RN,, 0ANUFA NCi ruKSL^, BE'tl6x. uumLER rcENNEGy ux wmlCwx wRlx OR _ IN xRn+xA APPR PEREICON RFNFOR xc G BARS. PAD m TO BEYALME RON PIGS ALL RE n xIw GRADE. roux [.) Tw (ux) MARKERS swG BE PRwoEo ,ran[^ CARD wu +E lIN, m ,/n-IuOx ,o a/B-IX00xcxx CANTAL`GL[n s APPRON ueinrE msTMlxcx o[w ANDA PERFORMANCE REORKIENT& OFwjLA_TR N. ). AA.AND T SEAT. AND BE I1 s°oREECED BYTE a� ENG OD .R �[ EAGE M ax CAST IN NE INSCEIIIIIN IN LECIBLE LEI- ON NE TOP A APPLICABLE xoLZAA""I'D By xY CL'AIN IN A LR � x smr'ulEri �xx^L[Wiw`A` Of CE .IN ARD Csm (urzn EDncx). FFEI (CENTER a FIPF'O0 ROVER Dr PPE) FROM wueLLC MATE,%.E. Ax uxuw 4-roo, sEPARAnw CGNTA LL Puscx[ouGo w A uownv oa rxwr. rI[^"x. w NE PIN FOR ^TwF(z) xo RRas rcx uTuir`Pxoxoix s,nxoAxos^m ALL RECLAmED WATER Is PRACTICED.T"AL- BE POSTED 'r`"x's'.YA°or slr"'xG`i�ERws` �n[i I Int. ELL, SUCH AI E%[MPT ON oLE I'LL I'll I A I IIF I IIELL F1 'ALL I 'A I I I "I FmNALE,A A. A1111I11.1LF1ZEoEowa�Pao AIIAL III 1111 F.—IIII LL F1 11E.11 LIFF;FE'L" .. ". ....... 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W x Ex [m --rl Y xlR m.rc ut C1 _ D. a l n Z lx.[x xW -- u -- g o �aaK TYPICAL ON —STREET PARKING ®` \�r GRAPHIC SCALE ,TDIAL'„ LuYJ 0 'e 1 1 1a 1 \• \ ��\ �114 a \all �a72 61 � o x�'xa>��x�x° r 66. `� d o �$ GENERAL NOTES, ��A a"eex[r,.LL�a�x.,x��rWxQ W,[ xxWm�ax � \ 3� " SPllttuttxW�� a�i ¢�v"[o x "[[atxx¢ elln M N uv /ImWmIM.M vrtx Wlr rum ax x. W aF " W"ax[[[n rWx nanrcx¢[unxYenm xxx imx,m 0�� xY m I o xaxem urze xxx iaa,m xux _ s wwMr Dll "a W C 5 S 1n 1� 1 1a 63 1 1 tC \ \ 61 8 r i 98 m �ti m25 24\\i 1 's a "er ,x[a»xOEM xxWYmxxnU - , xx mxnrnW aw. x mxxrcx w on rc rcu[ nx µ" xxu. N : � /` snr ®' a "crss m r. xx .. a u mx[ xau w,n.xr [ enrx "[w.nxEn W n 1A mm[uoea`u. "[s'x"m gg ., M DE AM 'mod 8 .r» I W"xx v nxu aaaxa"x fx. x .�.+��TAi kt y3'✓`.�. d w sr dgwc LL x,DE I.L. 0 _ xx t I xn maxxoa — m["w m[ x �. sa[x xx w /TWU DE— K W w 6 a ,Paaep-ay.-'R - A —1W L.x a. gg s g �n m Bog :a,•." mxWa. wln�..�;i>ai --- SOILS LEGEND o D- m xx axas a tar Wx[Wr � m W. eWxea axis " 4 �� xm�r Wo�R.xex � niawwx�exm:P". < g �g m 9" maaa. ua �x 6 '�'"° TYPICAL LOT DETAILS oesexxxax TYPICAL LOT DETAILSe 6—UNIT TO"HOME 4—UNLIT TOWHOME p C-101 a 9 GRAPHIC SCALE m rm 4 io 0 — 0`,\� cNI�ENCINEt=r;s K & $ r., saxes ]xoaL N Y.ss ro eu rn,rs 0 ` 0 (� i{ i a1 r ` rs rm [omw,ox Z 11 1 LLJ IL I = 1 .x.u" m nia5"0' §I r"-II- 'Y mwtm aaxLI I 1 1 'P� LIRE HYDRANT CLEARANCE DETAIL L�L � "� m ,Y � 1 � u s raxo oR xNnr x aorn a x Em nmPxm r 1 Nnn nuw sarexY xolm ro YE xD P]Yoa 5 [ wrm��wcr�wp o�[ma.r�x,A m M �' 3 W Pwc a rRxNrz xro[xta x.: ro rE N,a[oRao p s»xr 1 1 fc ' xxaLR.m[amPa.,r arz[,aN� W "aa I. aPP,-1mm �. - 1 11'° n i�i .xaFR sQF sH,LL a r.r:i,. s xH L m n �N RDo. m, Q :xLroW 19 1 1 FIRE HYDRANT CLEARANCE DETAIL tt Pmttmnser.M :.� 1 In 1. 1 11 �� s,n•S �a - ,s � n {1 r 5 1 stA.4 Mn] I i nmRr m 1 v [aw nu PLmoxo urz urzR nn ��G ] rm MI _ t �. 1 \ � •�� ( � �� -`- � nuu g4 mrtnm, xnx Sm¢PHn.,o r' a _ NMu rxs[ 5 xxxx emlx a , n . wa ` tE w o ; D m r.P:ti m j l l m IN w b 0 ; 5 RY ¢ ¢ _ FIE FLOW DBMPO CALCILAiION& ,[rRr E . ST .I orou"M",x[—I..F�rnrc 0 - Q ._ w� X9 tt[ n[a of ttPr"M] kr 8 m fOFP SFPARAINN REWRFN[M1N IM[R R1-S'6.119 EIF[CI YE R-RR-RIDS All- 3PARAI DM Hi5o25 8 -A.D dtQaYIAL ffPARATdI 2N [ B[L D wIFR C. m r sPAaNC r r m 9 DESYixED BT. BBB _, _ - imam mnr,ovm um.rwo BSB n __ 4 � nm nm rrm nm [Rn.x BY N C-201 / 9 � sT , ,,, any �, n ,W, -- .,m m m _ o y — j° u[m ��pn m � 11.1 f m. Rol M ��rine °v\\.y ' mm mm ITIE .ss n TI I., IMIET F. I.E. 1 ,w '^ sn prm %l p.1 ^ifF Mi m, ns. ,mrmm-isise �, E; E _ ` n ` .m 6 rnvo-m sn sm l�un-7 rs IT a b. i s `M " 11,w mm a o .n m : ; m Q, � ----------- p5s s 1 0 1 1 ..11 IT Fl JUV� 1 g P e 22 44 - v?*61 ns s,e �o-m 41 1 1EEEEEMpF.39 MvT— s� �. a �� IT—,. � 23 mm m - � S30 33 I o®��m m®®�0 m®�m0 MOSS o®®gym m®�®0 mo�mo m©®mo mo��o mo®mo mo�mo _ mm o©��o m oBMW ' m oo®moo ollllllllll� NZ0222:230 m©�mo 3�o�mo m©®mo GRAPHIC SCALE I a rn. I S MADDEN clvl� ENCINF=F=F;s 26 [x ssdty r Y- ' a. [0' '.r p_I _ p rr �la�ov .� , rx,ELmrnvr ;>�s.,�ia • n nx ?= s ,�'A _ 123 3 �r//^�� ,..,m,z.0 nip inw ® 9 nonierrvvcr r06? 'sy�.:. roP r _ 9r %fim� pi W O J ' I a — io ,ex itwwo s[ii p .n21 ea 73 m a� I LL 0 a @[ ;} =d �� z W N W '. 0 STREET'A' STREETV = m"6 M a ;9g " �s NE 73 ji 7. RE IALI y �r ra.wra � ®' aoa II mop. I� Ii j� $ 01 ti p ff�r IL'ril' r a8 _ d6' GF 6S SYd dd R5t 6� 66 tl3H SY, XC eFd d!a �� Nd - ?� 1[d01 1M�d1 1R,W 1NrW ib�W IfGW N]r.1 mMol Ah01 aWW fo1,W ]M�atN C-601 GRAPHIC SCALE (armor) MADDEN clvl� En1c INEErxs sd[ n°RdMNs"b IT, P P n o* x�m a and S�M� �y rnio- io _r i D�•a'x]�-an ,.•m•�artram--------- ITIV I4a'l;s. • i 58 6� �1 ¢ 1R.rm MITI M — — �/Q� Mn' Ild nvxx- _ _ 4[m v sam '� a �4/i�✓ V l W Nl ran Y sir .a' Sd lx-at su 9 Sd P1d dnt, (BYdua -- — 31 •¢ - �-- srn. xorass-nx � • vd-i uo+t axn[ rdR n„td rnod M Yur9 c..• . t - �nsn �' Y � � rn Lnr xm xn _- __ aru�m•n.] --_ __. __ d19[M,[R YAxd _ _--_ 0Y SdmlWloR 1W no.•rm•YWand _ _ ___ n..aa•nao-nd z J � Q o LL w 0 STREET 'C' STREET U a � �33`�•333� E 3333k 33- E 333 � 33 � 33 �m � �§�-� �@�� a = �s�G � c 1� „x s � x� a � � ��N3s k- f� v --, 'jl 'sgau _ II ,Q is II �.— IUL — dss0'LF ]n� T.� 9owm 90�+00 �orz+oo 9oa�m 2oa•orz wants am+oo aw+oo ant+m am+oo •oaw nw+m - 12/Ob/20 C-602 v.i us rm. a wnxn GRAPHIC SCALE , mere m� I a e.rnrc me-s _ \ F �E a o �% H•„� W 0 o Lo I W a� x.� E—' n - Fg � w w LL LL OCOEE VISTA PARKWAYLu o LL W� C, ° m m a rr xro as PP aP PP Pa ae �*� R I, r mme STORNWATER POLLUTION PREVENTION NOTES _ —� m xu• , [ oxen,« sw, w" Irr e[ImSSs e n r.x m exn xe, « smeom wen m[ Wn m ,x[ en c,n m .SSxe[ I� s GRAPHIC SCALE �sr: R'eT aur:oe MIRE:a.i"innneum RAD w°ss.,� nC x««b .DT TIS rx'nuenw '"rwon o";r M FE R c�'sm««•nsso. M �— ramin« em.. FAame aT=, mx«u. w.sac en: Is, n w, _ mm nc AT n ma snrm,a . . w �w x nuumno eA,%mxuSS—.ED1.SITE. en,o orxn wm«¢nr IS, m[waer, s«m xro err AS.— A.. arro smwuD.. norm I mr nIrISS ISSI « nE. m. wmere mr r.rSSeo ry au..R Iw «mmrc nmmxs n r.clmn« I.o S.R.arFA,aR rw. SS wma.m �._nn LA mm„�««x«e�n,s«�xn.e�nw «�xa«m«:rs MADDEN s amain mr x Ell REATEIDAENS NE ADAR �mm nmle,n":"aII.AAFF mmSERa�m' WRoIm, Wo'xx«m emlWRr.,nl mo,r�» E. A'. DARTS x[Iea"ae `� eye R "s m xxcm� reorcu wnwrxiss'm.srom n sso.nrs w,sor ,ss xr,s n,.x omen. "'"e..o wwc m[ uc a TIE wsmcn« m sine eM1R"'SS ILA runes « m[ Rroxn Rxu x cosmcno At Rxssn umo. Im �xun Al sru x e 0 Qra e.rl.I,a Al ALL r.rs.Ir AT SSsmleo 1. «.R,a emw,o «ssme ,xa FAIR a«R,a w« IS - 1 c,m wReN« r e DFAnw K.r. wine m.ssrs« rsam,m ew xrz Z W r' SSaxe oexlm nr AT R ,o rR«a «oSS ,o eweumcss « SSaxrxSS «mr FAn n rr mvmn,« � ,mrrneRln me e.nc«r �I«��R.IrR .xlr. sin m« u. _ — — w n., xxr rs�m r M. eme, rnxrx�xxrx, m«nnm«x m x, xxe,m n r�.er.m aem xr �x n e Z Q 11 SESIR yr.«FAR,nI«m«a..IAD SS x.FAaSSnmI,MA=LI«rrs�mmr�IISRE«,r rnAD�«�mma n Irr .n« mSS em n«�xmr as «Irr SS TIREr I min FIAT ARTS. rn 0 W It .>Pe« _ «I R�SS r«SSnnm nnLA �InSSn. x r I R.,aln«RRR I. n x«nTelr„ mr. -. elkM o 8 Q � It 2Fl xm inner. AIDxm« �,� L n« .a[ [r R SS (ASIDE ME R RAW. e n, m�� m wrsnxsx« [xml�e STILL AT w c � EROSION COMROL NOTES: r r""ar hs Ye Asrror[ESTe r-[- -ARRAS."—xx�.rn enrn«err"ra,x[:...rx.«mr: r«,Ir.e. mr'-,�x DZER T. mmrrem meanxx ueemnm mnner STILLanmFAm.—IeA— a TO urcn Rx.SSr oR[rn. w,r. Ream ma «eno In w \...... \ A.I. .n— «sm«RIn. -- ru m. e .rer FAorsna .[n xa «,« ume; mrla SS Rmm�n mx. ssmn LASS. STIR R«mr ncrn, IF me FAnra Rm «rm r.. 0 " I m^6 [ 3 noeon rn /«xu«.ufta �u,rx rlrrm. mean uo.en ewer rxor nwiw r«s .I. W ^ ff S r Rex«In «Amu -IS mo.RL-LARST erz ,m -i �amvcga«` C 5C'+ V. ARM EWSSA ., n "e.xn ISSMEr In v,LL [xIISSIrn sxlLL ST Ica b �,[� x...D ro AST«II« n ... p s g m nn«IW«ISTrI �m[SSn«m SSao a c,ox z me oarmin« mxa nISS ... nxs mSAFFASTATT TOnR.o v E"RORµD K maxnrcieo r.nARRALED wshiocoI..rx. IS, mss ran,rc A. ..r n anm « ` r IS .IxnmxA ru rtenus n FAARTSIITx: Rnmen SSemm Im wrsme,m m xxsslT wLAa em ssSSrnT « e rtx awl nr me « Tx[ a r«wrcn w«rx rumor ea,x[. AE dxmur o[tnm nn a«emxenn 8 - na 9%LbMR IW K AAFAte.'n ezrnanes m«,rem xvve mwe MPmAYpCrR `�•+�APP.9 %ry3'✓G�`d ebxM %r[ re« ISDATE IS I., '"' m° a, mru.,mar n . A AS ...Rein[ s :.m m ]D - - - - -� .uere, ru« LAmxxr ft xx rnx rr nr ar wcc nu.m n wemewrsr, ,rm rxxz ro«e 1 i «wn mane or - I Ramn.T somxl ILA mmxn.ryn«ra «as SILL AT ATTEED FARR FAIR rrxs ALL exnuo eeres.xrx aae Brun-n-am nr SS mw... '' 6 •o moSSn omee In¢ min Inlc rm snms snexe ,mx �, k SS - s STAR smn.c STAR DID SILL I rn InxSSR¢ .T ,R ILL D aua I.o FAu. o w ITxxru corm r urse ASLA,s Ix _ rnr a - _, ins xm u« rsuaRA.mn ,n ILA" v u m«.h4a tl 7. F« I«Imnaxr snnxc mpwmr„ erne IS IRS LAAREEse w.ii SS e muu,d uxu BEE r[en¢m. �g CERTIFICATION FOR CONTRACTORS R :ANa-SUB- CONTRACTORS LAASEFIL�j� AL TD CTOA "Tine FAIT n T U. DIATSITAILARLIEN TS EAT axm«,SSA , :«,« LA,nr �«"�snr i nm",�°AI'mun . mi smm�u",w """ s IS $ u.r. mRm,xn. I.e. saI,RSS u,e. m.e s«Tina «,e. o a xrSSs mxx raRSSe Irk xaI c In/« comlrcia manor/cam n« mlrr RmRI I rmnv «x[e mxssn « w,m, x.SSesun,Rns Ib erne x.xe mmm « w R nuesnn,wm Ib arnn x.xe RUIrm «u. nw, xn[esuw,Rns Ib w -. - "`e RSSuna Re[ssnn. STIR r«nn A. xw, ,o m[ narol SSFAne[n wnTlrn «m FAIR s,«xu,« rcem ms.e .Rein., wuir«s n ,n inner nFERAFF""STA �rSSo non."me" ""de ��w ALL cmxms iT Rm. r enl.Mq r.r. m.cmxna me SSnmre Is FAR, « me SSRm«Ta rmn.xn« sx< eRmre a FAR, n me c«AR.I. nRnwm« sn< «.FAST Is FART n n.s «nmcl,ur. E eSS: m[er IS IS : I Ime rI x.x. ss mm�xo'D1%=1,� IAme xu' tine: n,.x ,x l�ren «R In RRxm[ I [n, «,x[ Ror m n�Rn TOREA) a M°�.e a ""�°" E ` I InSSe rsSSFA«r. xmSSe minx«e C - 701 a �9 CCO C GFe 'r' J e 5 ee UlC O 16 n� 4(TIP OD BRACNG ORp�O�RANO O O O de NENC Ns �ohNSR Tarr Pamrn aN NOIFs _sP_ ,IFaw TUSH WlN iWSI[fI WRE N LocLwPA Ao4ci CNua[u[rv�s of sLu rvoL[ caurv�v 1"Rr [�C .1,�(�`- RL FRFMj ED m _ wse aeRAcwaPR0"°NnP`�;ONIF IEI HNo Lx THE ETE_p_., ed ) a =F.`"'LE0 a �;�'=N�aa<A> E SECT oF, �—A FEET To \J I LL PLua FvrAVATro wAswo I SIR r, RF �AeT DoPONDFAaEnemFsI�EMANTANED �9 r IIW C C INI— AE EN ,NTHEx GENEP� PLAIF T PEL,= A=LEFNEI I LLLET P1CTLN e��<xF=O,,re)ELLAreO,TP� L FN=Lx, AreE,LFEET.,xFEE,,,HEAD 0 "Im =TF E,ON _ EL PLE,E ANL A))ELL PMENT _„ T A,FrewLEFV� �� reT TLA�L wTNN THEFIH FaN,E re�Tre Z�E� e _� r a. PreovoF a scx Fore ,nF wnsnou, N c)as Preo�u,e To oos s ANE 8 FIRE—oCE T TO LIFE Lr ,reE PEIT`ALL 9' PLACE,I osTnxEE oN SUE s A LN).. ` RF . g r Ar AT Talnna cRouNo�so ON CENTER SEI.II°°� — oxm ZIP TIES OR TWISTED WIRE. F ov, NTC mu<r+sax .a/ 09 CONCRETE WASHOUT AREA DETAILreFuou<o. I75 TREE PROTECTION FENCING I0] NASHRACN DETAIL o. AGE II (IF NEEDED) \\ L ENTRANCE ELEVATION �_ 1 il-1l I-III-1I �I I I-1I I-T�1I I-1I I' GIN I 19 AID LDPOTIND AEG,IN SEEP'LIRE S OF 'IIONEP L FROM THE FDDNDAiION 1111, BADE, ANo RIDGE ASSOCIATION R-7 E5"-as 51LNEE 7 DATA IF HE ENT HAEEFA B. WHEN WASHNS ISEREOURED IT F SHOULDNBEDDONE INAAN ITSANSTABLZEDDOE I D= SECWTH CRUSHED STONE THAT PPPROVED SED MEM TR P OR SED MENT DEAN (D VERY ALL SURFACE RUNOFF AND DNA IN ADD PND/OR VICE' ON SCPL R RMAFFIVCTH F WDN MAY OLD, 'I OF ANY MATERIATN"� FOR I,FOR T AT DECORI`— OF MUD ONTO P ALIC RE OUI RE TOP DRESSING. REPAIR AND/OR CIE ANOUI OF AN MEASURES USED TO TRAP SEDIMENT.A BALES BACKED BYIX FENCE mo re e ELEVATION 127 A BARRIER FOR a=.PAVED DITCH H<, ree�<. - E . E YI xnuvx ccwxo �vA� o Txs Tos of suss PLAN TH FIEV 11.11 uo.P e� uex,am say. m eon BARRIERS FOR FILL SLOPES f LN�� °,ee�Hee<eH,A �.:... o , �. x�N<om Ee,.I PLAN OT ee<,. PLAN �� eexxee e I� Too ems T - z . z . a l.- RE, Lmnmar - , � \ oEIEVATIDN i' meSFIEVAIIQ! N 11I.- P., I- IF x1 TYPE II oTYPE F BARRIER FOR UNPAVED DITCHES 102 SYNTHETIC BALED BARRIERS AND SILT FENCES g-- III INLET COMPLETED INDEED TPE-V INEfl PROTECTION AROUND INLETS OR SIMILAR STRUCTURES z�IG,d or era ve. vonro(��oe 2a Ta.oa Fo.) L ry s —fi M.__, , sKPseS roor soe..) 1 µrn more ELEVATION SIDI e=TYPE III SILT FENCE re 51oMee s F.�r nFT eem eSET I FENCE APPLICATIONS 0 OO O Rrr[ED, 1-R[D�.a �R Q P RADUR DF ,Ruu -11 I¢I. "� g—METEE'lALK., . . . .. RAMP CURB i xi esnc s,ar e"R 21" TB-° P[ ...... DO M ESL —CA ED ...... ..... . ...................... _ :.:...:.........:.:. n„r ..POVIDE 6"t, 8" SETBACK,5, FROM CURB FACE , clva ENGINEERS E. He RoilR (x�[x[o EDGE OF DETECTABLE —RNING NSTALLATIONTO MATCH RADIUS OF CURBall32a END OF ROADWAY MARKERS - N.T.S. 923 FIRE LANE STRIPING - N.T.S. °NR`"°`t�," °Rwn s,RR sm� rm ixrzRxu sm."xR[ x cora,xi1M1e�5TDP SIGN. BAR CROSSWALK.��. B QInT LL Jto WO i6" SameSlopeAs Adjacent Pavement Joint �, R Seal w , NTS .. .: '� e01 PwN / Z Y Q a,-R Conc. Pav't. .. e .'_'. a°.=A.=°°°M=� W J"Exp. And ]f..e..e... `°°""°°° 0 Pre f d J t Filler 3DaA F.D.O.T. TYPE A CURB-�-� - N.T.S. 3DDr F.D.O.T. TYPE F CURB •�W� ' ° 3>;«+�°"',�„', ' A c ETEVATION •�� °N CURB RADIUSo TD TRUNCATED DOME DETAIL TAIL TRUNCATED DE e �" srcna, cc - N.T.S. wARNINGDETAIL - N o ur6 a�'fF-DetecF a arnings n..�..,,.�.a,..,.. .,...,,...m�....��,=.:.o.��...mpg_,Tj::CoJ:a'..:'; Sow VALLEY GUTTER DETAIL - N.T.S. ,og L D R x« m 7HCKL „w 4�a mS: ygg Q, S e m n, nx noon non, r x� s"R cu �R"nDn �.an ", n nnR" nn x x [,. nc wx mV00°i,mnrn°xr�usu* 5-I xR [.R"x.Kx �° x x ..W..,_.....,,. sa su¢ Irrv-f+I ' goa CONC WALK & CURB - N.T.S. ga] CONCRETE WALK - N.T.S. 3re MIAMI CURB ao -+-'a• j o } ;fJ —<, l 2 // /- PARKING lnrl nnr[ DISABLED PERMIT f ONLY r< w $ zo 3 c` ,� 'r /,v $100 FINE IN F.S. 31 B.1955 1P � mop w�ioe n"xs nnxRwwm.m.vn xmc: tx.xwur SMN ox..t A n o.-n.,.. ~ 1 rnxDl M,m mTm "td'pn5M ,"n lurnt rw.m w �nrinini, la—r 1a. , = 1[Rwrt�M40r,c14cmii� uno u° wNOio[i A1 rc R aoa RAMPS FOR PEDESTRIAN TRAFFIC - N.T.S. T ,. or[SRx wwnRE.rnv"a M. oXAM rTI ABY ,5025 N.T ^;0s9 M aie HANDICAP RAMP AND PARKING STALL DETAIL N.T.S. C 901n Ilk q W-M e>nw sue i 1D.— PEINL, 1.1 AL.... z. A 2 SLAB DESIGNS =D RECT=LAR STRUCTURES SLAB DESIGNS ROUND STRUCTURES N, WALL DESIGNS RECTANGULAR STRUCTURE CIVIL ENGINEERS E cf) Lo e a,=vLRnrx R. 7 0 �9 z 0 —7 ZZ.3o,'4-",',- z @SLRUICTLJRE BDTTDMS TYPE J AND P N.T.S. NOTES; "Amm AND comO U) La 0 P:FF PRECASI —ENTRIC ONE 4�II HALF SECTION CAST IRON GRATES NOTES (TOPS) 4�p' T TOP III REINFORCEMENT REINFORCEMENT PLAN 7 V�, OR IONCREIE TYPE C PLAN ,- 11 131 Ll, CAST IRON GRATE PRECA. ECOENTIAC CONE SECTN TYPE C __TYPEmC zi, IIALL """m TYPE rySECTION TYPE (TRAFFIJ (H-20) V, 1- 1. 1 1 TYPE a MANKLES STEEL GRATE MANHOLE TOPS T- TOP lEl GENERAL NOTES L TOPwEw COVER FOR ALL FRAMES K-T X CASTINM IfF1', I IIENI H. .7 DRAINAGE P—1 .1.. STRUCTURE INVERT N.TE 1111,11le —1— 111, D-11 N. 1. STRUCTURE BOTTOM FOR INLETS TYPE C eo.r77�� IALL SECTIN —N m OM 111,11 N" III .—ON SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETSCaC CAST IRON FRAMES /,Qc\F.D.O.T. TYPE C INLET N.T.S. r',,....m m<x. •ar• :: a s ., Lo n,. 0 00000000 MADDEN um��_. LnXi 01v�`�"• � ,eAssw,,., no" ": � .� u��.n .,, samm mm ,o mw. OIVI�E GINEEI�9 f i °` \fir 1°va'epe ;`e""a.,.4snwn / ��\ - ,m m. o.� i+� /• � ��+ ��ap ,_, Y1L'� ,ry seam vevwrt vw•Y J co � ® o z W -- �. ��' nsc mwxPmuu o Q r f'P - (L(LP��LL TYPICAL POND SECTION ----------------- MN OETNL . .. , M be..., ,,, ail CURB INLET TOPS TYPES 5 & 6 . .......e,...e»...... .s.e.�a.u, — N.T.S. LL W ` 0 " e I I I I r aa7Ka El- � e NYLOPLAST DRAIN BASIN WITH DOME GRATE O. xn rz,°w,a nwi nn W s o m onuu�ng^. o •"Z,P� s b3y� • W ��y. ....c :y n oI 99 SECTION P SEOIIgJ 6 �,m ze n nit 41 �2 ': 0 la TYPED TYPED au,rui , rz corveu,e eeuw. r wmr. ,w. c �,4: T z y CONTROL STRUCTURE DETAIL — IIOf A SNE nAW AIEE a) Mrs xa xiiccrt11d1axcxl D) ww 19 rw,ws,m¢ rr xn n wru, novrzn w s wseo w wxrnnuxs p/ frwmxxre/1Mrm uu[ uu. um [ C us W WN n�W Nt'[w rvcwmM([ x? muiuscko n xee0 rrc+' �a>:/ m ` �' m Ewen ems' [ eo 0o L ° = FLL' 1 y �vpns�.0 aca - [ i3a xr r tmuwi° xoP[ ') , Put[° n nwMCIFD °ssoXs.r x nuoroN¢ .Ix AM �erosreo�s §—L—--_ 'TvY 3L nox s4°"Y1iw.un'im: u*.x* xd. _ - TYPICAL POND SECTION .x x In t ° wx xttww n mnn r 10,nx °nn° -97 N. STANDARD NORMAL PIPE SNEMm PIPE LOCATION CONTROL ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE DATA AND ESTIMATED QUANTITIES FOR ONEENDWALL IMUND CONCRETE AM) CCPITUBA= METAL PIPE W) D r7=5 IL Ti cjI IF1.1 D — - — - — - — - - -- - - - - - - - - - - - - - - - - - - - - - - - CORRUGATED METAL PIPE AII01 TI —LI Op.Ig E�- NMM E I F I I o CUT Pre ,- Lake Wes C-ff D,M,,, -- —C P,,k, Y, o- -IS SECTION DETAIL CCNQ� O.UPlIC& PIPE /,,o STRAIGHT CONCRETE ENDWALLS N.T.S. D—i�. A F p=1 P.PI 1 2rem nre. IMI CLIB f_F_ L 12 1111 111 LIL 3 T, -PACTED 2 IAINDIA12I1�IME�RloTCMKIB�Al�IEI , _ �L 9 4 I -IT L11111TE —M- -2 I TIRN-E IRIIII� -CELL B-1 IAO,%ML�DD, L�J. ILNITI IINIIT� IEI ITM 1-1 I ILT ITR11TIRI IIE NIIlTE B� E BIT 3 2MP,��C�T[D VTE TYPICAL ROADWAY SECTION NI I I — DEI�. IANE 12 DI�. IANE ------- 1,�,EWl 2 GOG 0�2 p L, MIE �11 �IN 2 MIN :�L'A ::'I LPE -11 �E 'lpl�91A I". IIE TIP 11T 111 11 11 �Tl N I T', — 2� TLI 2�PLTl ST.Llll� SGIIADI pure f —ETE I—INT 4 T 'E T I ll� E� LIER11 11 ITIIMLE� 2 @--E� —ElAZ�` 2 5 3 sme TYPICAL ROADWAY SECTION /g—m`o\ TYPICAL ROADWAY - SECTION 11 PARKINI -TIW, 12 IIGIT-11-- I Mll III x�reaIEI ID- NE 12 DIL IANE I Ewa 4 �,K ze, I LE E ll� LIE �N �A, 11 TI I -I Pure aI All Aparel lEIlK ;5 LIME 'C,3,,TtT 2 0IN111TE --T 4reux LlIMLL° 2 LlEl ��END�,DL, - ILL —1 cmc TYPICAL ROADWAY SECTION GP MLBIRADE 5 TYPICAL ROADWAY SECTION MADDEN CIVIL ENGINEERS IZI E J Lo 0 w z 0 F- w z 0 < o ........ .. r777�V I 111E — 1. lEIIlEl Bl, ... L_N C-904 f E� d e nvpe� dEEtie v. �semem PVC/HDPE Restraint Table J,Mnm y` eng ) nod 9()� Pipe SSdMADDEN range Cu , o s p sae�ma�� eenhii leeN"," ,E 3P) �e P;noTd ,dne n e di 9d 133 12 Far)\, , ked deddng n to"em �Q �A e V� J LO --°-- -----' — — — — "S)/G ✓i r,>i ii� �� cti�naa e"wi ,— _ — — —1 The by the Rel,but Table are m 0 an �wua,e,3h""" a as e ae m "�"�" e� Deasdusetm m r r a, Fa Dame s"em",e3 use mb,e "� W end,=btl �e be=eednomm peed")diii �,n�e�3)er,he�.mnmd"ne,3e=", p aU )r"�) " e"Mn g,ea To,Q p as Q o J ��; L W Le ae ,h ��nw� �� - p 3 Q o than 24 a °° be pp"ee pre lengths whdh shall be ,oved by the City shallless have and bed " ° �a r', s e==,henzp than e"a 2 D to the inside diameter bond dire ann�,ere,en��men,C'eiie«","„dliePsia,� "„ybed","�i"edinthe field or be met and be reviewed w o Pipe Bedding and Trench Detail Concrete Arch And Encasemen[De[ails Utility Pressing Concrete Encasemen[De[ail PVGHDPE Rostra in[Tab le 0 = gas NIS N I S NISoo�u.ioa m Llmi,s 4„ Q a o D.I.P. Concrete Thrust Block Table end ) � as °minimum of b o D.I.P.Restraint Table drh Dr concrete Bed,u g zred mr (Ft) g 124. W � Min LengEarth so omnng(s)� dd FPlpe FnngsDimensionPipe sze B 0 Mum—(Iar) � a ( ie aeiew) — hours 1�gR Qph u u mRNH � (See F Fmings 3rzen 90°Bentl W �?� 256 3T5 4H9 559 q 6 g 10 12�� ,5T,e as Bend IT Be ""�emea �S-eA^' �k�g „,/a °Be ,,,/4°Bend �✓� Fnsneasaa.� e P rigor P 36 Tnd anc e B , B Undr�roea Fanr ��✓ \�\_� \✓\_ - re 3 cover Mor pre bedd ng nnT soMath, Mr Ilve �. iUstable ee e. Sdueduld of Dimensions and PipeFIrug Arpstment Fing- �bedd�o9 ro�k�n" 3 ,=, e ed In line, es,bn, lenahre, I e hods let d 4 Pi , d 5 e f"m Other out "s nee s Lengths shown n the table hdve been al,,Iated in ,e� e=24 10 IT e 9 t Pipe See Table nm�en= ,`0 iPySo t nd,�nd3i,Mn 6FDO-7s,ene — Conditionsraying F n,hesese, be BehngRrea 3eeTabie n'rease the e,u J" 5{.16de s 4 Merd —ralbon shall be as the ed Use thl"day, 1 PVC 2 The Aeg° eep°"r dpra mbiystall Irl deere t-paruggnde7rom'theC%1'Apa`�JedeM�erae=rie, from Afry=AddAOAeM ere=°e=e w grade OaiOe a,,emhiv ehaii ineiUde an e.reneinn for no, dem nda; a"eand Mbre,e,or dollar hall be,e o, 3 0DD bell minimum ,z/es/zo en�,a� nee mail be made or floor between the pre sill and the ,h,s, Po e,. ell �peae des rare„he eena�, �nd,en=endmn pp tyeRppMeedMa�paieD and hall Se, material, IT to openAeeired al,e, and M—ton of nodedn DUtll e l ron PNlee Restrain[ Table Utility Mains Thrust Collar Detail 0 u.e Valve Box and Cover Detail l pCIddd o �' mre�e,na aen , ma'mnm Sddand onen��fondl1dI19 e m psna nape„nee Pipes)Mal =saParaonn Raqu� ,,(Table n�bbryeeme, e e n nn= e Pmm��e MADDEN CIVIL ENGINEERS ,��Rehlb,nded s bd ��neoFren,re s e pp amredoa ,edee�enoed e 12 e (,e — p nnLbBb, s .,o.eeH � SAW, e Q F Top p a Lo he d,een v phoposel hIly' esana w 0 W the Il debed o a een,nnene m o pp that, ,e pp n,ancne=(mclnd,npn,envdren,$) (IT) of LL W eena��bennnedd,, v ovethe tren—seeentedneo(the rPa �, �,ne�ena��ne ��en �a, we can ne aeeeeeea nv we��ae m�mnm e„z ane p e at p a 2ne no. be a n11 length U I I eente,el at the eho p all be 0 — m �,e m a vatie van, o, now o„ no. ana �a,pe, ongapesand p pp reemp w�,e en eoaea pea m a vale and ena�ll badly P do, x��ananaeve; w� nee ena�� ne me,a��ea wnn e, eeve, eve„ne,ep o, p�pe e e _ — Q NTa natdaIIU n,�ned cast non valve (11aed �renan�ensanama,ena�= ppe as �� vp e nNs 9 a , etedand veffeato, conn v v , �(p' wl a,n p ,e„nan ,z IIn— 3 V p tape shallelendtotal length of pp w Lu be a a pioes)Mainsseoaraoon Regunemen(Taeie or t g n NTS om n 0PPDbtbI .n See Manhole inven ben @ noe�a ITT °ManholeManhole �--�(— �� eve v�mea a Rvp) � an Soa c000eao< V RC USIE BE a Nu ��313. Base nu f��\ ld ro p asvrcace c p c \ /,� usF as)cover �� I� 2211 � M . m epp aroctcr3211 MF ME USE ee) cR cover n 5 g ver e fo��_ o�arn ,courses or --� e `_ 36 ✓� lee No'ta / 27 usF izzs Rn9 a a� l M1d — ;FO Ring usF i3o3 cR Rng n USE 667 RL9 00 thnee f AACIBI VARIES =��hl of p gently sloped (12to Tee r n v a oa {mio o �e snUet ss(lvp) vrecsc p Rsers n9 ( ) ��Re oncrete 4 p Doan aenm (eeetLe z) o Ton a (wna�eas9L rea) re9re o — a emtnuentwJ� z— A eweeonom e e 3 v en nm ins mannoe ex q a p nneno See 'eta ( ). sna q om ie ne elan anon Am,nd Tpe ur g un p en a000necoveroerz ror appe �, rvoTFs. ar aR)gnanaooungemannpeasppeeae and iucor9R%do'o manhole's, iz/os)zo�s 'hpaplZec`oynLdoltsy e a� a minimom o�yu me�mcnness. pp e e i(a ,Hove ana may q p p mem and snoo a ne see p 9 At am a ) pp n q be p ea ea. A-- p i a cover uetaa and ui iuo p nneaon q ra nroem or more anw the manhole )an we p evaeon a� sorcace, ose Fwsn so-ocwre ca q sF Rln ea (ciav)mi a )ootlmom) etln s ana ne 3euereaw v 'e(top)tl5e eav(eemeb and anted lod penthahng ph, holes and re q q ta(r nea.� p a,re q a brae,, �o q q top vadon,typhat al reca q, ea )ciao) m a Lceuerea wen v ooee�'(mp)�s wer Ren er)ana ha�(boaiom)�n wo (3) a, co a brae,, �o are e e e ona�nea. e e 3. Bottom elevanenor p allneo, above efflnen�mve C-912 e n n nem eoo�n.�re e n n mt�ae bfieaae pe�No�e� °up eet y SeSe,Ms eeaa �SteI,— (lee Noe„ 1 ` p vTodhed bta" 3lae ��pa�aa�ee C,bae—\ � a seer �� ea a Club, tia� MADDEN CIVIL ENGINEERS (40 , ese0 0eebl P a'v ew Tosbea as F 0eptfi compaa aawr �� cooasm ,UJkem e eeaaapke� daEra p Flboge aom ea mema�ialT �Naee mam 0 Q 0 LO . S tseemote " a sewermaa� m k _ ': a�a�� ems be, p� bud v v e e v pp eoa pll�� p z sass _ w ma�� New �sa pp e Sleeve Q F Q W W Q e r,eme e r v o Tome M'ooEdge J (sbo betl) s tells Y e bwltler m aPlohedp,opely lne as possmleM1. tlIM1 xs quir tllothmo,' bsarvice Iran,, lin . of Pdvembot eHydM- shall be pb,,tbd with d—le coat enamel pbLt pe me mu0wmp: Publlc IIt,bleWater-Safety Yellow Pb-b13-0630TJ Redaimetl Water-Puryle P,ntene 522C z ed (,NTI>o o,aa v as ds 0, tha or r or ucie m ails muuot Pvt,mOP p muum 0 tt p do. a a love, see oee dt l y al a do. a a love, 0etae. } Q F V 5 a minimum ofA to the g y tlthen6 to the sewermain. P,,vbtb Flre- Rea (fen by FO) 2. Con shear patl shall t be[ :,d— lk antl curb —Lbsd—blk Is t preabusent, concrete bear patl shall b ] 53.5' !� LL ,pp— It Tin Concrete shall be 6" tlrlck wiIT fiberrnesb antl shall be fl' 0 3,000 s ,[zea,s N W o ° pp a aoo..a�ma"= (.. aeo IN, se ft 3a)"0 ale p0 ( ee3) aaserkem Se, ce v v e re e Topedyloed ®o aaa Sam as e f r ®s e ems oval -- ovp�) It Fuvr4d334zwmL arm rna�(PE) m—_—_ -- — r, v v p EdDbo, G,bdet d iw:v tr awvat tme er e. wa e0at� meter -_--- - ve e old H Iro, eII nLF ew�u: w w p Al meXer (By s�v) stetI.te, D—lb Mete,p me ('v) W oae� a e 1 sk p 51 \\ wlvep �� z — .... W n "dg.'r^ a rep(yeper,uuucmy r��es(��ma e m I'd Fs�tg� 3aewalk—, a1r _ Sd_m tvefm p lew 14 tt — Nvw vN vpeTiii cc 36reaas e meterme;:�sambly m03eem 3as�0,_e _ sem�se Ah't 6 p am — — T)ti��i T ��iti:.Y��Nii�iT_i1;��i� a 6 _-----------_ __ch mm�mem e e 0ppett0p use ease memroeaaea ea (eswteroroeal cnear --__—_ - Valve) w m DO m vvatermam -Bo steel �. bble Slap eess s pp a 5LOC b b t e oeaioos ��(Fos UV4342WNq eseoe a �� m D�0 omwnfoavme sem erp svu�j mr smvle semae aaa aeal net^ tps(soyroN Rvate 3eal�s p e r v e p o p p em�� Se,�eto IlbOio wefiaaz;:a pa,led martyr. sake b ea Asa ed°� pp e seN maama by �paen a�Nae uea erase seer sfia beb,e p bewater pde Tnavota)'—clamed water. p °r meter oe.es sfia o t p r Loot of 0 aoeeetasn v eaaas mere mane 4 1 op It stale shall ber(sPAd essthe (es) no v bothlabeled , B5 p has easer77 3 v p a 0130,eeets a0 aaa ease 033v,m. tetoetzo�s C-913 ma b rb 0nlww,ter )3e ooIIDea o� ° ° 000.�opoa, Prairie Lakes Townhomes Landscape, Hardscape & Irrigation Construction Plans `:� .�� . Parcel ID # 09-22-28-0000-00-056 OCOEE, FLORIDA April, 2020 Revisions Prepared For: MERITAGE HOMES OF FLORIDA, INC. 5337 MILLENNIA BLVD, STE 410 ORLANDO, FL 32839 daly design group Inc. Team Members Urban Planning . Landscape Architecture . Project Management Owner Developer Landscape Architect Civil Engineer Surveyor Merib Homesot I-da INC Oa ly Design Gmup Mad— M-rM1ead,&Stakes, INC. Allen&Company 913 N Pennsylvania Ave, Winter Park, FL 32789 s3a7Mmen—EwD,STE410 913NPenn,yv—n Aye 431EH—t, Avenue, sure tag Pmressmnel sumeynrs&Mappers. Phone 407.740.7373. WWW.dalydesign.com Or—, FI32339 ---k Flndde 32F39 Melt— FL5 3]1eE-Plantstreet (407)571-1— (407)74 0-7373 (407)629-333g Wnter Ga—FL 34]8] Conmex den simmer Cont- Tom-, Conga Een Eedmem (407)e54 5355 Location Map SHFFTINnFX SHEET DESCRIPTION AR-001 Arbor Permit Schedule & Details AR-101 thru AR-103 Arbor Plan K-100 Landscape Key Sheet L-001 Landscape Schedule & Details L-101thru L-104 Landscape Plans K-200 Hardscape Key Sheet H-001 Hardscape Schedule H-201 thru H-203 Hardscape Plans H-204 Hardscape Details K-300 Irrigation Key Sheet 1-001 Irrigation Schedule & Details 1-301 thru 1-303 Irrigation Plans 1925 TREES TO BE REMOVED TREES TO BE PRESERVED TREES MITIGATION TABLES TREESTO BE BE BE BE PRE—ED TOTAL TREES ON SITE TOTAL TREES TO BE REM-EY OA K TOTAL TREES TO BE Eo(4:1 RAT 0) m Ts IT PER LOT) 78 OAK OAK 1. OAK DEFICIT TREES To TOTAL REPLACEMENT TR SEE P TOM �e 8 PINE To OAK 12 OAK TREE REMOVAL SUMMARY To OAK 12 OAK OM 8 OM 10 OAK 11 OAK -E 8 PINE To OAK 13 PINE TOTAL PROTECTEDTREES SPECIMEN 15 m A O Protective Tree Barrier OM 8 OAK To OAK 14 OAK 5v IT,I Via_ TREE REn-E 8 OM 10 OAK SUMMARY 9 PINE OAK To OAK .6 To OAK P RE To OAK .6 — RIGHT OF VOkY 47 To OAK 1 OAK To OAK .6 Qm _ REA/GRAD To 1 — TOTAL TREES TO BE REMOVED 179 Er m To 10 OAK 11 To OAK 12 OAK 8 OAK a w w l co 0 E o O OAK 14 14 OAK w t N � C 15 PINE 1_5 PINEa m 3: 15 PINE 15 OAKJ O CM� ELN C U N o o E mJ - a- W N f a` rl a- rl `Ri'szs"° SnisE Jan 2020 AR-001 TREE LEGEND OAK1 O Protected Tree to be Removed v 9 .•'.:'. ��j OAK36 �tt..�TSS'' Specimen Tree to be Removed � um fi m� U �e O -.... • OA 36 Specimen Tree to be Preserved � aN Visry n` _ <�_ •. O K8 Protected Tree to be Preserved m as f� OAK15 --- Prairie Lake Reserve E = o ,OAKd—& Townhomes OAK10 OAKS - �' OAK70 �OAK12 � o DAK2 SpecimenTree ..... yt'20 7 .. to be Removed a= OA \ = 4AK74-21 OAK12 w OAK Specimen Tree to be Preserved O 36 = OAK12 \ 1B OA 2 - - =ss OAX10 � OAK10 v\ w L m -o OAK12 � ff O a qg�y OAK12 2Y OAK10 Protected P td T to be Removed Specen Tree \ c LL o d Y o i OAK12 robe Preered o 19 OAK12 _. �* •' �� Q LjJ N ' - OAK7 OAKS \ \ OAK21 r OAK10 �Af<70 OA 36 OOKI K18 A c N d d 0- OAKID 10 OAK72 12� Specimen Tree n OAK10 OAKXO tte�aa to be Removed ' OAK7 , OAKI B S OAK12 ' OAK36 MATCH ':TOSHEETAR-101 _ MATCH TO SHEET AR-102 ARBOR PLAN SCALE: 1 "=20' e1 0 11 a0 P a' 925No. 1 U2L0' Jan 2020 AR-101 MATCH TO SHEET AR-102 MATCH TO —sReErR-103 J PIN12 OAK10 _.. DAKB OA t PgV72 PIN12 OAK18 . - PIN10 - OAK8 i OAK12 PIN12 s PIN15 TREE LEGEND P1N12, - �OAK74 a PIN12-72 � PIN72 � v- OAK I Protected Tree to be Removed OAKS ' ` OAK8 - PIN12 OAK36 Specimen Tree to be Removed PIN12 PIN8 13 PIN13 OAK71 �8Ig PING _ OAK1i7 GAYS OAK12.OAK7270 . _ OAK8,�GS�S' ' may. . z OAKS � P1N70 � OAKS- _ DAKB OAKS ��55 tb pAKB 47 PIN93 • OA 36 Specimen Tree to be Preserve 10 OAKS 4� PINB` PIN9 `E PIN8 - OAK10 '> Te OAKS OAfk11 -JAK72 s - PIN12 . -- fo PIN15 PyVp OAK18 .12 Protected Tree � OAK8 PIN14 OAK7,2 OAKB OAK12 -12 to be Removed •� PINS 4 PIN4 PING ISOAK113 SOAK12 gOAK13-12 t� PIN OAK13 qK8 Protected Tree to be Preserved PIN13y��_ 3 a OAKS OAK13 S'Y .:�j��• oPIN12 0 OAKS 0 KS t OAK8 PM70 OAK8 O PIN15 K8 12 OAK10 PINB C)KI OAKS PIN16 N73 ,.,.0 K8 OAKS '. 0 K8 _. OAK1212 a OAKS D •,1N70OAK9 KS OAK14 OAK13 0 AK OA O � - Rarltoad ire°� - O 7 • O K14 .._ 0. Ki - Protected Tree to be Preserved / ARBOR PLAN SCALE: 1 "=20' .Mrj!�] I �E r---r----------- -----------------------------------gym �a 1 td p 1 c 1 1 5 v 1 1 L-101 @> 1 - - 1 � 1 Reg�'eatlorl \ 1 i Ivea See I i; - f% t-104 1 1 «� I 1 1 y , , , �1 1 1 I a o L-102 , ---------- 1 Re A ea S1 L t04 ; 6 d CO � � I I ••M •�• N t � C 3 m 1 LL '••�•�••''I O N m — _ _ _ Y •��••0•0�••'' N J 000 1 L-103 1 L--------------------------------------- -------------------------� , 11 0 10 10 1225"0 V=50 A ri12020 L�101 '� ahadh�erd.h��e� d.� arrhhd.. TYPICAL PLANT SPACING YJ ff�o�a�o Mo,o� SHRUB AND GROUND COVER DETAIL w ,ate PALM TREE GUYING DETAIL .ohho:mdE LARGE TREE GUYING DETAIL NOTE ho.,hda,w. wmrvaarte oaoa yam, �. or��.hm „vF MULTI -TRUNK TREE GUYING DETAIL NATIVE / FL FRIENDLY VS. NON NATIVE ne Florid. Fri-dty Q.-IiW SYrn Botanical Common Specifications Pgapanthdsafil-n- Llly of the N b,lb. 1 gal., full pot, 18"o 8 Rhhdodendmn.' Fed Fdfl. Fed Ruffle Azalea ht..18"spd.,24 1g.II.,fdllpoL,18"o.a sgl eatds aallan0 „a1-1bmgalo,y duta Bdrfordll Nana' -T-ford Holly b,lb. ]ga1.,30"h[.18"spd.,24"o.c Robin Robin Holly 0ga1., 6 ht. fdll m base um dhib.- Chinese Fdnge Flower BERL, 24°be24"spd.,36"roc d a 2"Lt., 1u11 paq 18"o lndi-gMuskogee' eE yretle, L'ght--der d trunk ga1110' ht.,.6'spd., standar NO NO 14 FIT onlarm j.p.bese Privet gal., e'hde'spd. multi - trunk YES A BIG andDI SouM em Magnolia b,lb. 65g.l., 12'Lt., 3"-1. YES NO 362 NOD N.Hdb,eander'Dwarf xarf Oleander 2 ht. .12 spd., 24'o.c Pod.-pusmacrophyllus 3ga1,18 Lt., 30 o c PO Platanus omdentals 1-Syamore a1, 10'ht,25 a1. Pnds rouse-s n I`Pne gale Lt,25 -1. YES 2. ClYES Q... -vrgnana odghem Lv. Oak b,lb. 65g.l., 12'Lt,3 a1 Rh.phl.l.pl, bdi- Alb. 3 9a1., 12 hc. 12 spd., 24 Tachelospermdm-I.O.b, Mlnlma' ga1.,fullp ot,18"o VB Viburnum o borawm Walter s Vlbumdm z4"hc.z4"sp d.,36'o.a Viburnum odoatlsslmum eat Vburnum 1.,24"ht. .24"spd.,36'o.a YER VS Viburnum suspensum Sandankwa Viburnum 3ga1.,20"ht. 20"spd.,36 YES NO 162 VSD VIE, drndm oborawm'Mrs. Sdhlllers alight s. Sdhlll -Delight Viburnum .3ga1., 18"ht. 18"spd. 24 Wody.tF.bDdu to Seeplansfor deartrunkht. ne Sod gd Solld Sod B.U. Sod Bahia Solld Sod Lot Tree Plant Schedule (1- Canopy & 1- Understory Per Lot) —_IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIIII■IIIIIIIIIIIIIIIIIIIIIIII■ General Landscape Notes: peCon��orshd1Ibere=poalblefor allmabr b,d PlAlt,aasalledforonthelandsapeplans Treiinofpiant gdanttes accompanying the plans srao be dsed as a gdide only. acmrsralverfy all gdanttes and report any dNdPpancies aroma of mining. All plant marerbl srat be graded Honda No.1 oepbmtlby"Gerdes and Sbndardsfor Nursery Plant, Flodda nentofAgdcwwre and Consdmerservmes, division of 3 All plan g shall be top dressetl with a mlmmdm 2" pine bark OIL i nuggets. Thd Lbld,tbpb hG1I be wholly rb p Hty ego y t y ge,adsetl by nstatf ry p rob g ho—by p repre pp wnerorhN/hero th vr,U o r etakentop g trees sbown the lA,d,tbpb pan to be preserved. assooaled with Pe Contractor Is responsmle for cloning au debris Hegrt andsprbad spectabons referto the oveall plant form. Singular bancres may 11 beusetl to meet minimum requirements. Tree allper RI to be masdred 12" above gade e. All Ian loping shall be Irlblled a.ording to acceptbd toLFldd plantlng pmcetlurese b all efree o Ilmemck, pebblesrtor o bar a --to, debns. sap61ngshall anfonn to the sb,dbrd, set forb In Artcle 45& 10 ofe Ocoee Land Development Code. 10 aping NNII not Intb.rb with power Imes, s-bror watdr ppes orany other e.I tng orproposed 11 aping areas shagI be 100% Irrgmed with an tomatc Ithgaton sysdr, ny permlb orthe removal or any =np`Fo t7 �e i aRlere s bb be enrolled around those o thatwtl remain on sib and shall be Inspecbd by the adnry rip mabral sral I be an accepbble Gltb—tve to anbmer Frown trees. navy there Is the potential mrste momnamn due m eld gatllnA cl arrfq ofe.lstngtree anopyorother Th,na spe Contrd,to-au be respo rmpgthe ownerand Landsape Arcntectof ra my esbb srment of arty p ant mate prorto NIALUnq sothad reso Uton maybe acM1evbd lope Contractor sna be respons b e forarangng a preconstuca on meetng w PH the owner and Lantlsape IArfy any q-tons, ancem and/or tonmtons related to these lowing, orthe e.Istng slto. 16 sage Cont bttorshat use appropra d ton— RI to um plant reagm, n minimum HALF I eigm an not be 'Other trees can be used provided they are selected metw�n�pectoedconbthersae from the City approved list in Section 6-10 of the LDC reUPsral beplanbdbdTdenthesidewalkandbackof A,yo esrallbewanbdmaminlmdm,0 om he _ter Canopy Tree Canopy Tree Canopy Tree Untlerstory Tree Bahia Sol S Foundation Shrubs Fountlation Shrubs Understory Tree (2) carGaage Ground cover/ Perunt (2)carGaage C—erng Shr— PerUnit _ canopy Tree canopyTree -� / Streettree. Any Tree wtlin / Streettree. Any Tree PAFin 10' of the Sitle�ry Ik-n tbave 1 o' of the Sde,rvlk tout rave St Aug Sod the barer. See Der II d r OF bas er. See GeA,I PLAN VIEW i2i Pa k;ng span s �6 UNIT TOWNHOME 2 Pa kIn s Per Unit O 9 pans- Per unit FINISH GRADE - Bahia Sod AMENDED RA/EL EDSCI BE REQUIREED TO HAVER ROOT BARPERSt STEM. PROPERTIES. Understory BE Tree T INSTALLATCN TO �. RDANCEAITH MANUFACTURERS SPECIFICATIONS. SECTION ROOT BARRIER DETAILLF. NTs Ground cover/ Flowering Shr— StAug Sod PLAN VIEW 4 UNIT TOWNHOME 111Le.1'p J HH r Wall per Civil Engineering Plans Begin 6' Precast Wall Adjacent to Commercial Parcels Bahia Sod on Pond by Site Contractor Sod Quantities not Provided 0C." Vista End 6 Alum num Fen along Pond Retaining Wall � 1 Existing Tree w„ \ 6 Aum num Fence on Top to be Preserved of Retaining Wall along Pond See sheet AR 101 Limit of Sod A_._� - ` Mulch `may fSodA aA m Access Gate to Sod A 1 Pond - s - - No Irrigated.y;:y ^- Sod B ' s 10 , , , Sod A End 4'Alum nam Fence adjacent of to Pond Sod A _ Existing Tree I _ to be Preserved'. See sheet AR-101 1 ' � 1 OA 36 "SodA 1'of Sod - 1 f Recreation Area See 1 / L-104 - u. � Sod 44 1 ` T - - Sod A u 12 Prairie Lake Reserve Townhomes roject ID Sign Begin Column and 6 Alum num Fence cA \\ 1 1 1 �x 1 1 � 1 1 � 1 s d 1 9 1 1 5 1 1 F Limit of SodA �10 -'- L tof SodA n Irrigate od B _ SodA Limit of Sods ---H + 'M-202 ATCH To SHEET POND AND ENTRANCE LANDSCAPE PLAN ^ SCALE: 1-20' eu 0 eu 4 �o �m a � 9y Non Irr gated m - Sod B � E Sod MATCH TO SHEET 2 n m Pedestrian Access 6&e � = m � Limit of Sod � M--ATCH TO SHEET L-203 Sod A f ;Sod A PINT Precast Wall Existing T s fo o� o Limit of Sod - beP ed. O KS �c a Limit of Sod See sheet 33 Sod AR-103 Non Irrigated P1 sole 6 Precast Wall `-' �� - - • ' 0 Ki Non Irrigated 0 K8 Sod B- t0 [N1 : O K8 A •-0 ad "ltac"`s ,/� / dt c �V _ Ex�stin9Ralltoc 0 / o Y o / J (6 � J d BUFFER AND COMMON AREA LANDSCAPE PLAN SCALE: 1"=20' ® 1925No 1'20 A r12020 eu o eu 40 L3 Entra _\ See L-101 A 24 AA �� J 5aP VSD Existing Tree IR \ to be Preserved _= sheet AR-101 -- O 53 12' 12 10. 10, Sod A OA 36 Mail Kiosk_ } j Bike Rack I i r � Play Ground Border I wkh`,ADA Mulch Surface AA 35 Zml/nlD gn Feature \ \ Begin 6' Precast Wall \ \ IR 1 \\ SD 2 OD Pavilion and Picnic Table'.. 16 \ Grill, Bench and Trash Can \ on Gravel Surface QV \ 2 O o6 . ( 1 i i \ L sr A Sod xd A Sod A 53 Sod A Limit of Soc Sod B N a� h ACTIVE RECREATION AREA PLAN SCALE: 1 "=10' HA661VE NEUNtA I IUN ANtA NLAN SCALE: 1"=10' ---- --------- --------------� 1 _J --- I 1 1 1 cm m� 1 1 1 .N Q a J •. a H-2©1 A }- ---+ v 1 \ I I _ H-203 B o a a 1 1 1 � H-202 y 1 H-201 B . i --- 1IH --- w 0 203 it t 1 `o a� i i Y o m M 1 1 1 (B 1 ' i---" d 1 1 H-202 A 1 1 1 1 1 1 — ® NORTH 11 0 10 100K-200 R1925 NO 1°=60. HE A ri12020 HARDSCAPE NOTES HARDSCAPE SCHEDULE. 1SHOWN ONTHESE Mo LCONSRUCTION PANSARE FOR DESIGN PURPOSES ONLY .THE inribu�er: g scrip ion: �m CONTRACTOR SHALL PROVIDE SHOP DRAWINGS ER MANUFARTURES AND STRUCTURAL ENGINEERING TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO THE R EOUALLLP I E o COMMENCEMENT OF CONSTRUCTION OF ITEMSTHWE .TrvEPARRCATALOO.c PER MANUFAciu RES 3 SHOWN ON THESE PLANS. R EOUALU 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE E IN WAIN RIGHT11GALEPnRU OPEN OP; RCP Roc R ECRALTJ U PER MANUFACTURES PREPARATION OF DOCUMENTS, PERMIT APPLICATION AND THE SECURING OF BUILDING SOSHELTER; S ND NGAMRRO PO GRAND MOUNT ON CONCRETE SURFACE; E o PERMITS FOR THE PROPOSED IMPROVEMENTS. RTEOUALWARNWRIR 3. PLANS AND DETAILS ARE BASED UPON PLANSL OrvT S PicNic TABLE RCP WT53,corORMANUFACTURES PER SPECI R EQUAL U �o m m PREPARED BY THE LANDSCAPE ARCHITECT THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY THE=,AYN= OF MAiLRoxESTO RE PER MANU FACTURES ,NP — aN Qn- DISCREPANCIES. R TO BE SELECTED BY OWNER METRECRAL P BACK; POWDER COATSPECIFICATIONS; LP INSTALL ERCINGACOM 4. ALL DIMENSIONS SHOWN ARE ON CENTER OREMANUFAciuRES@5LL REOUAL 0 ^J UNLESS OTHERWISE NOTED. EOSUAAN PER MANUFACTURES SPECIFICATIONS, OR c 5. UNLESS OTHERWISE NOTED, ALL PRODUCTS . BY OWNER PER MANUFACTURES SPECIFICATIONS, OR ® m IDENTIFIED ON THE PLANS ARE CONSIDERED OR BY OWNER EOUALL EQUAL". CONTRACTOR MAY PROPOSE ALTERNATE INSTAILLPER MANUFACTURES SPECIFICATIONS, OR (n PRODUCTS AND FINISHES TO OWNER FOR REVIEW TUBE TIMBER COLOR BLACK EQUAL N m AND APPROVAL. MANU TURES RFA 6. ALL STUCCO FINISHES ON WALLS, COLUMNS& ENGINEERED WOODRIBEIR SURFACE SPECIFIOR EQUAL n a CAPS WILL BE PAINTED ON BOTH SIDES OWNER WILLREQ JEST PAINT SAMPLES TO BE PROVIDED ON 4m SITE AS PART OF THE SELECTION PROCESS. 8. CONTRACTOR TO VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES AT TIME OF BIDDING. 9. UNLESS OTHERWISE NOTED ALL ALU MI NUM GATES AND FENCING TO BE POWDER COATED BLACK 10. UNLESS OTHERWISE NOTED ALL COLUMNS SHALL BE A MINIMUM 18" FROM THE BACK OF CURB AND OR THE BACK OF SIDEWALK. a & C� C ED L > m c) D O C ED ED . LL N -2ED Y o m (6 -o = J S N a` `Ri'szs"° NTS A ri12020 H�001 Wall pRr Civil ----- - ------ MATCH TO SHEET H-201 B MATCH TO SHEET H 201 A E _-- ....... , 6' Precast Wall Adjacent to Commercial Parcels _ o m h .. �' .,. 72 aL � o„ 1 12 v Begin 6 Precast Wall Adjacent to Commercial Parcels\ .......... = Q- 7 9 Y 0 m a 5a - O1 a� � v End 6 Alum Fence along Pond Wall ' -- .Retaining - -nd � 5m 6' AJum num Fence on Top of Retaining Wall along Pond OA , I Access Gate to • O 36 I o Pond 382-0' J H 204 w m o 1 1 I 1 I Begin 6' Aluminum Fence adjacent to Pond I 1 -- 1 � i 1 Ul 0) i 0 H I204 H-zo4 N C tl 0 0 1 0) I N i I mIQ oIs I w1w WIW ono g� HARDSCAPE PLAN U i U MATCH TO SHEET H-202 - ---- - MATCHTOSHEETW201B -------------------------------I-�-�-��7 -�- < <Q ��7��-------------------------------------- � MATCH TOSHEETH-201B MATCH TO SHEET H-201 A HARDSCAPE PLAN 20 0 NORTH 20 4 PR 1926�0 A rii 2020 HE201 �m e PN Qam MATCH TO SHEET H-202 A MATCH TO SHEET H-202 B 5 LL ----• MATCHTOSHEET 2038 0 MATCH TO SHE€�H-202 B m L sa a� �Q a g� a�v m �z o 4 0 MATCH TO SHEET H 202 H I204 MAT H TO SHEET H-204 B CO zoa Pedestrian Access Gate . F 1.6' Precast Wall • T O • For Passive Recreation Are See H 203 A Precast Wall L c tl a o H-zoa o —' Y o N MATCH TO SHEET H- - � MATCH TO SHEET H-202 B HARDSCAPE PLAN s�,�E.,-�o � HARDSCAPE PLAN ® Pri i s25"o NORTH A ri12020 20 0 20 a H�202 PASSIVE RECREATION AREA PLAN HARDSCAPE PLAN Subdivision ID Sign Feature \ Begin:-6' Precast Wall \ Pavilion® Benchl❑a, ravel Surface 9p \ P' is Table[C E stI gTree � N Tres Can '\ to be Preserved. See sheet AR 10 1 33 0 Mail Kiosk© 6 Sidewalk \ J �L. B ke R;pck d0 i c Z Play Ground Border 10 ADA Mulch Surface 11 H 204 _Swing Set �9 a Tot Lot QB '. 6' Precast WzIF For 6 Precast Wall dimensions See Sheet H-202 MATCH.TO SHEET H-202 L MATCH TO SHEET H-203 B ACTIVE RECREATION AREA PLAN HARDSCAPE PLAN 0 o NORTH ELEVATION TOT LOT AND SWING SET Or Equal. Color e by owner ELEVATION PICNIC TABLE Or Equal. Color to be selected scnLE. uTs by owner Hinge Access Hardware ro be Selected by Owner ELEVATION SO PAVILION Or Equal. Color to be selected su�E. uTs by owner r �g — { i ai in` ni-Bw snEVIEW ELEVATION PARK BENCH CUT SHEET Or Equal Color to be selected s MAI L KIOSK by owner c„�e. H,s Or Equal. Color to be selected scnLE. uTs by owner PRECAST COLUMN SADDLE XTURE FINISH PRECAST WALL PAINT COLOR TO BE SAND TEXTURE FINISH SELECTED BY OWNER PA I NT BOTH SIDES OF WALL PAINT COLOR TO BE SELECTED BY OWNER b Finish Grade FINISH GRADE 1 inisn caae Sidewalk ELEVATION ELEVATION PEDESTRIAN ACCESS GATE 6' PRECAST WALL AND COLUMN ELEVATION eo„«_v,e „ � DECORATIVE ALUMINUM FENCE ELEVATION BIKE RACK Or Equal. Color to be selected scare. u,s by owner 6' Aluminum Fence Attached to Wall Cap per FDOT Index.60 Wall cap Finish Grade Retaining Wall Gravel` Drain Pipe_ ELEVATION RETAINING WALL scRLE NTS oa�e J WATERING SCHEDULE IRRIGATION SCHEDULE rvv33rc M m.rvveerc cn�.(week 1, 30 �1lomna3lm'—I.Ta.adaanal. S°(2) PESBR a:nin �s aa0 1A stle d.dnei. gp(2( 5 ® ® ® 339 30 p sp side t 1R" areaaetl nei. sitleand.Rl n IP 1R" h..d.d na1. &()(2) 3 n/h OIryF126 21 30 - (( 4( prn kerwia rnMoae.dln.I ea. tle (2'NPr Temae Threatletl nlei. / �0 23 30 PESBR&()(2)Tu'R. n ..n a so(2( 4 2nm s aaana muom na3 1rz tier �maa m.aaaa na1. Zn 23 R.so( �m m �(® s 3o 5 p sp ,aa 12.aaa na1. s-o (z( so(2) p 4n(n aid Tio l[�o-zaTovnq, Twia�ia a�aaia�,12'TiPr finial. oe 1° so( 2e aa�n aim Pes3a Paso(2( auaaia� vnm 3.4oin(n 1 1e S)2 0 31 3s 29 Tu"'AR ,(S6A aa, � 9 2 p SIR 2 35 3a PoP p 6A �aa, Agana 3aa�� 2111—red, 9 2 p IS] RnBld 6�11111 SIR 1a 35 39 PoPARRolol (SPAaa, IRRIGATION SYSTEM PERFORMANCE NOTES GENERAL NOTES ARCHITECT IN THE FIELD COLORED RED FOR CONTROL 1 AID WHITE FOR COMMON WIREI NO CR011 CONNECTION BETWEEN 11) IT 11 THE REIPONIIBILITYOF THE IRRIGATION E.ERC 1E CARE 10 Al TO NOT D. REPLACEMENT OF ALL ITEMI DAMAlED BY H11 —RR HE NOT I CATION 11 NOT PERFORMED THE RRIG110N oR THE I NAL CONNECT ON FROM THE ALL EQUIPMENT QUIPM ENT AND MAIIHIP OF THE IRRIGATION PIPE 'oT BE ADEQUATE To MEET THE DEMAND' oF THE RR GAT ON IYITEM R, DEIGNED THE CONTROOR CIVIL PLAII FOR LOCATION AID DET �E �o m �a r------------------------------------------------------------� _ mo m sv 1 a 1 1 t 1 i 1 m i 1 L �yr�lr�M�� ' � • 1 , - a 1 1-302 ' 1 , - r os 1 0 Co xa r � � 1 ' � 1 1-303 1 1 ' 1 - _ n- 1 , 1 1 1 L-----------------------------------------------------------------' ' 11 °®10 10 = 0 Non Irrigated Sod B-. --- --- --- 0C." Vjsta P klv�, 1 4 Irrigation Mainline a 1 , 1 1 1 - 1 1 v. �1 i 1 1 1 � e x Contractor to provide stub out and 16 IrrigationV shown on these plans for future " a - Townhome Development 6" M Sle - 4" Lateral SI 2 Wire Sleeve` e _e j a 6° Mainline$leev� 4" Lateral Sleeve 2"Wre Sleeve 6"Mainline E loint of C - 3" Master 1 1 t13a � -Limit of Sod 1 r rrr� Limit of Sod 1 on Irrigate^ 1 Sod B 1 ,+. ,a ua,s _rrrrr m rof Soa 1 i�rr3r r 'MATCH TO SHEET 1302 1 •. POND AND ENTRANCE IRRIGATION PLAN SCALE: 1 "=20' Prairie Lake Reserve Townhomes ! I rrimrrmi a i 1 n� 1 n » 1 �, ri � TO SHEET 1 302 ;; 1 JW Non Irrigated 1 1.5 lrngat on Valves shw.n on u Z 1 Non Irrigated \ \ Sod B Sod B - th pl ns for future _ Townhome Development \ Contractor to provide stub out and - ; \ 1-5 Irrigation Valves shown on \ g \ Contractor toprovidestub out and \ \ these plans for future' " \ \ pment 1 5 Irrigation Valves shown on 1 Townhome Develo - ' \ `'., \ \ - these plans for future \ Townhome Development Non Irr ated\ Sod B \ \ Non Irri B red' 1 5" Contractor tp owde st \ Irrigation Valve shown on \ Sod B these plans for future _ Townhome Development \ It 1 \ 1 1 \ \ 1 \ 1 4 Irrigation Mainlines - j \ \ 1 \ ie aao 1 1 1 mn n 1 1 y, \ Non Irrigated\\ o. Sod B ' Contractor to provide stub out and a \* \ 1.5 Irrigation Valvesshown on w ; these plans l for future ; Townhome Devel prr`tent h s 1 e %Jon Irrigated - \ Contractor to provide stub out and Sod B ; 1 5 IrrigationValvesshown on ' 1 thew plans for future,. Townhome Development \ _ \ Limit of SodA \ „ is \ , 6" Mainline Sleeve' 1 \ 6 Mainline . Sleeve \ 4 Lateral Sleeve 2 Wre Sleeve \ Limit of Sod A- AOFF t LNRFxRROATONw�"F�IIRTORF=oNT v RROA.oNm,FM. v h s aOW sENR v _ FRMAN"FAM."RFTO, SPFMFMA.oN. v y.. , . �. ■ N GREEN 'PACE MD W TR N PRoPERTYLNE= MENT \ ". NO IRRIGATIONRSERs IRowFo. "C "SHE sHEa BUFFER AND CON ETI 03 4"lateral Sleeve µ_ 2"Wire Sleeve , n 1 1 n 1 - r.. n MON AREA IRRIGATION PLAN SCALE. 1"=20' 20 0 " E \ MATCH TO SHEET 1302 r r r MATGHTO SHEET 1303 ; a r. \ a � rT gated B i ` 1 5" Irrigation Valves s these plans for future Tmnhwe Developer �f Sod Contra,tor to provide st,1out and 1 5 ,Irrigation Valves sho— on \ Non Irrigated these plans for future \ $od S nine -� �( Non od gated S Sod B I \ \ tcad � � EXlsting Rai1/ — — / d BUFFER AND COMMON AREA IRRIGATION PLAN SCALE: 1 "=20' r r r r r r r_- Emu LARGE TREE GUYING DETAIL SMALL TREE GUYING DETAIL General Plant Schedule Florida Frendly Quantity Symbo om Specifics[ Agapanmu' aMaBMan Lilly Dime Nlle n1 gal., Nil pot, 18 r Maple .65ga1.,1 crepbyllana Bming 11g11., 2 e"'pd 2110 us gRmeram''Bllle Oaze' Glory 1 gal4Nlll pot, 1B" o c. Ba dly rtIT'e Tgal.,2 Rh At NO —ompdAlum cbmenrubrum 'Burgundy' BurguntlyLoApdtlum T,, 3 gdI 24 ht X 2436 At Hdly n30 ga1.,4ht 7 ITS ugwdambarsryrddifI,d um .65ga1., 12 Magnolia gandtta lo bMagnolla 65ga1.,1 Op Pus pdI"t' LorfgLeaf Pl ne T,, 45 ga1. e oarpu' maompbyllus Daryl' T,, Tgal., 30"spd x 9 em Lve O 65g ad Lypre" 65g NO NO 75 Im o'pern 1 gdI Ul pot, 1B 0 odorum 3ga1.,2 "'p.,B ed nsum 3g11.,2 "'p.,3 aA1Rgg"tmu 3ga1.,2 0"sp.,3 Augu'tlne Sotlum Lot Tree Plant Schedule (1- Canopy & 1- Understory Per *Other trees can be used provided they are selected from the City approved list in Section 6-10 of the LDC NATIVE / FL FRIENDLY VS. NON NATIVE as/w vs/FI Canopy Tree Canopy Tree Canopy Tree __ undersmry Tree eabia sod - eabia sod PLAN VIEW 6 UNIT TOWNHOME scntc: r—�Q / PLAN VIEW 4 UNIT TOWNHOME General Landscape Notes: lLape COmamor'ba11 be �pOn'IbleRrall mmenal'and plant, a' aped mr on melantl'ape plan'. Thd 1,,tofplb,t gllaniNe'a'amparylrfg me plans'ball be used as a guide only . venfy all quantltle' and report any dl"repan'R' attlme of bltltling. All plant TdRnal Ill be graded Flondd No. 1 or better 3, ed by"G rsery Plant",F Oebpabment of Agr, Ithre and Con— erServlces, tlNlson of Plant Ind"LLA All ggtng Ill be top dressed with a minlmum 2"pine bad: mini nugget. e LAnd—pe for abrlltty and plumbCtondbon of 311 trees 3nnd'brub�nantl'ball be lhe egally Ilablemrany amage ausetl by Instblllry of plant ae gtlotl, f nb[ p Ill be 3pprovedbythe nerorb'/bera b repre IvM1 o p ' a gnme antlum —11 be[ken p R't er'tng trees[ are—n 'ape plan to be preserved. aI The s'ooa 3n wlmpte Contractor Is re'pon'Ible for cleaning all debns ed H elgbt and spread spedf-ton, refer to me over31I plan[ form. Singular brans he, may not be u'ed tomeet minimum requirement. Tree allper-e m be measured 12" above grade. B All l3nd—ping1Ra11 be -Alled 3.ording m a"epted planbngpre'e wired all efree ofumero'k, pebb�e ara ber'an b man debm' aping'balleonm mmerondad"etm In Am'le4sm�10Oftheoaee and Beelopm tootle 10 ap ng —11 not Imekere wIm selle r er Or _ter ipe' orany Omer exlmng Or proposed ut hde, 11 aping 3ra''ba11 be 1001 Irlgand-h an aummaOC lTgarlon rystem any pernit orme removal of any esnpreRcilve tree baMers'ba11 be Irlstlletl areuntl muse trees III wnl remain on sR and —111 be -petted by the aul. unap m3terdl Ill be an acceptble 31tern vem anther grown trees. Anmere Is me prentlal for de mAdd atlon dueto eltl grotling, cl anng of exl'tlng tree anopy or other 'ape ContraRorsball be re, ponsible for Inmrning me Ownnerantl Lantlsape Arcbllect of my eAb11'bment Of any wam maRnalpno°mp� �nngno1113re,olubOnmaybea'bleved apeCOnbemor'ba11berespo-blefor a nging pre onsoumon meeting wm, me Ownerand Land'ape h Let 3ndIanfy any quernons, concerns andror tonditons related m these dawings 0r he e.Ist ng ste. 'ape Cont"torsban useappropnat contalnersrze to pl- belgbt If minimum plant he an not be metwlm specmed tontainersrze. be pianRd between me sidewalk and back of Anyelee'ban be p l anted at 3 minlmum 10' from me warer FINISH SPADE ROOT BARRIER PEqu IPEO TO nAVEA ROOT BARRIER CICTEM C. INCTALInT ON TO BENEC ROANCE_1 MyNIFACTIRER 3 SF CAT ON SECTIONs. ROOT BARRIER DETA�L� bTs rvisi6n ID S gn Feature \ \ `.. Begin 6' Precast Wall \ Pavilion and Picnic Table'.. \ \ See sheet L 205 \ \ Grill, Bench and Trash Can \ on Gravel Surface. See sheet L-205 \ \ O L. sr dA r � _ Sod A I ryll � Limit of Sod A ACTIVE RECREATION AREA PLAN SCALE: 1'=10' 0 Screen Side of Townhome Unit with Shrubs and Understory Trees N `Open Concrete Plaza Play Area �— with seatmg area - Understory trees ' AY3 Accent plants (P. 6''.Precast Wall WOO 4 Sidewalk Flowering Groundcover and a Shrubs PASSIVE RECREATION AREA PLAN SCALE: 1 "=10' 0 �m �v d ELEVATION ELEVATION CUT SHEET TOT LOT AND SWING SET � SO PAVILION uLe NTs GRILLE O Equal. Colorto be selected sale: NTs Or Equal. Colorto be selected s Or Equal. Colorto be selected sc— NTs by owner by owner by owner � o s - . u c o ,�,✓ . ' n Si5f9' m a C tl � U N E FROM VIEW O ELEVATION ELEVATION PICNIC TABLE PARK BENCH CUT SHEET ELEVATION m Or Equal. Color to be selected scnLE. xTs Or Equal. Color to be selected sALe —ITS � MAIL KIOSK BIKE RACK U J O by owner by owner Or Equal. Color to be selected MALE: NTs scnu=: NM Y m LL Or Equal. Colorto be selected by owner by owner o Y o � � O W J � W N � c N tl ._ Wa a a Aiszs S�tsF Jan 2020 L-205 Date Published and Media Name Tier id ApdL30 ,20. _._Rt_Ye _V Times a e gwQr n Advertisement or Article FIRST INSERTION Crl'YOFOCOEE NOTICE OF PUBLIC HEARING LARGE SCALE PRELMINARY/FINAL SITE PLAN pRAIMLAIKESUBDMSION CASE NUMBER: IS-2020-002 NOTICE is HEREBY GYVEN, pursuant to Article TV, Section 14G.(1), of the City of Ociaev Land Development Code, that on TUESD^ MAY 1% 2020, at 6:30 p,ju., or as soon thereafter as practical, the OCOEE PLANNING & ZONING ComMISSION )rill hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Preliminary/ Final Site Plan for Prairie Lake Subdivision, The property is located in'lVact "C" of the Prairie Lake PUR Tract "C' is generally located on the west side of N. Clarke Road and the north side of A,D, Mims Road. The parcel identification number is 09-22-28-0000-00-056 and is approximately 8.70 acres in size, The Applicant is proposing to construct ft 78-unit two -start' Townbome Subdivision. Interested parties may appear at the public hearing and be heard with respect to the proposed actions above. The complete case file, including a complete legal description by metes and bounds, may be inspected at the Ocoee Development Services Department/Planning Division located at 150 North Lakesbore Drive, Ocoee, Florida, between the hours of 8:00 a.m. and 5:00 p.m, Monday through Friday, except legal holidays. The Planning & Zoning Commission may continue the hea s to other dates.and times, as it deems necessary. Any inter- tirm" ring oft dates, ' b ad he times, a p 3 shall e �scd` 0 shall her c� b c bea P r rem nued pu li g and places of any continuation of c announced during the hearings, Na these ffie, 'e. rrgso."hig these "mite'. 'It published. You are advised that ur" e w . desires to appeal any decision for h ci ion made at the public hearings Will need a of . P ding. and for this purpose may need to ensure that personany record the proceedings a orbaron record of 'I p 0 'eding. is made which includes the testimony and u, r re v race upon ,hic e, appeal I isused. I e d h the based. Persons with disabilities needing as- sis a cetoparticipateinanyoftheseproceedingsshouldcoanttacttheCityClerles, Office M1 hours in advance of the meeting at 407-905-31055 20-01789W April 30,2020 M'Imq; H'Iust;y Johnson (Jtt y.�°��rtn n➢rt�rta➢➢ . 11"ohort Ik r,114, DATE: May 12, 2020 TO: FROM Lorry Bniflson a ttanb,c;nn➢➢ ry Wflsen, Ilnst➢➢ct; STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Michael Rumer, Development Services Director SUBJECT: Allure Apartments at Ocoee Village Center PUD Preliminary/Final Site Plan Project No(s): LS-2019-007 ISSUE: Should the Planning & Zoning Commission recommend approval for the Preliminary/Final Site Plan for the Allure Apartments at Ocoee Village Center PUD? BACKGROUND: The Ocoee Village Center PUD is located on the north side of Clarcona Ocoee Road, east of SR 429, South of Clarcona Ocoee Road, east of N. Lakewood Ave., and east of the intersection of Fullers Cross Road and N. Lakewood Avenue. The site is located within the SR 429 "Interchange Village Character Area." The project received approval for a rezoning to PUD and PUD Land Use plan on June 18, 2019. The original plan included the development rights for a mixed -use community that will include 150,000 S.F. of Commercial, 196 Unit Townhomes and 316 Apartments units. The applicant is also in the process of a Substantial Amendment to the Ocoee Village Center PUD in order to increase the townhome development from 196 Unit Townhomes, to 232 units and the apartments portion from 316 units to 320 units. On February 11, 2020, this Planning and Zoning Commission recommended approval of the Substantial Amendment. The amendment process is on hold and has not been approved by the City Commission. Once The applicant and the Orange County School Board work out an agreement for Capacity Enhancement, all of the process which includes: PUD Substantial Amendment and Preliminary and Final Site Plans for all Phases proposed. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Institutional / City of Ocoee Forest Lake Golf Course East Low Density Residential / Orange County Single -Family Residential South Low Density Residential / Orange County Agriculture / Vacant West Low Density Residential / Orange County Agriculture / Vacant "PUD" :�%Z II'geetliu g IDate': II'0ay'12, 2020 Irotea U:: Allure Apartiments at Ocoee Village Center II IUUII':'U Iuoojoct Ilguur nlloeuo(s)I1 S..2019.•007 DISCUSSION: The Allure at Ocoee Village Center is a proposed 320-unit multi -family Apartment housing development on 15.63 acres. The development will consist of four (4) apartment buildings containing 80 units in 101,000 SF with four -stories. A 10,000 SF club house will anchor a pool and other amenities. Four (4) garage areas are provided for covered parking, and a dog park internal to the site is provided. The Apartments will have a 90% mixture of one (1) and two (2) bedroom units and, 10% of the units will be three (3) bedrooms. Large landscaped buffers are provided to SR 429 along with wet detention ponds that will be landscaped. The project will access Clarcona Ocoee Road via an improved intersection promoting pedestrian access. Utilities will be extended to the site from the south. As part of a project with the Orange County Utility department, the applicant will connect reclaimed water from the west side of the 429 Expressway via jack and bore and run the lines to eh eastern side of the property. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Site Plan for the Allure Apartments at Ocoee Village Center PUD was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project and the proposed onsite and offsite public improvements, which include installing new water and sewer lines, a public lift station, reclaimed water, public roads, public stormwater, and a public park. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for the Allure Apartments at Ocoee Village Center PUD. Attachments: Location Map Zoning Map Aerial Preliminary/Final Site Plan for Allure Apartments at Ocoee Village Center PUD N PROJECT TEAM � Nr—GROUP CO CONTACT WILSON E WA, PS. RWOHILFAH—CGROUP PRELIMINARY/FINAL SITE PLANS for THE ALLURE AT OCOEE VILLAGE CENTER SITE ADDRESS: CLARCONA - OCOEE ROAD LOCATION MAP N.T.S. LEGAL DESCRIPTION: t&r,nit&i, Lvu�r N.T.S. A EOUT�ON OFTNEsODTLIEsTva oFSERONsTowNSWPCC sODTT U.ANSE Ca EIET,OUANSE IUCLA FLOIDA UEws MOUE EACTIO,wULO DEsIIIUED I FOLLOws. OFTIuoo 0 RIONao 111 oFEET FIAID sE'TONs, TNENTE SOD TN 11" RE IEIT AEONS THE EAST LINE OF THE NOUTNwEIT ISOFTIE SORT—E1 EAST, IT ua OF SAID SERION 1,ANITANTE OF E,l.11FEET, TxENAE DEEAUTws FAR EAST LINE UDN NOUTN < TLOCTv xiSxT OF III IONTUOLSDUVEV EUmea NO1111 eoz/eoa, TNENaE NOUTN sa ao sn FAIL AEONS SAID SODTNEULVUiSNT OF IAV LINE, A DisANaE OFE,aTz11 FEET TO TN FAIL aNDss1T DATEIII.ANDUEws IN TIE Ory OF OEE, OUANSE IODNTA FLONDA, IONTAwws 11 aAIIEs(ee E,00s sODAE FEETy nn OUE OU L<ss. < ,r DRAWING INDEX rE C-0.0 COVER SHEET C-1.0 GENERAL NOTES C-1.1 CONDITIONS OF APPROVAL C-2.0 EXISTING CONDITIONS & SOILS MAP ' C-3.0 OVERALL SITE PLAN C-3.1 - C-3.2 -3.3 _SITE 4 RN A ALYSIS C-4.0 OVERALL UTILITY PLAN C-4.1 - C-4.2 UTILITY PLAN C-5.0 OVERALL DRAINAGE PLAN C-5.1 - C-5.5 DRAINAGE PLAN C-5.6 -C-5.7 DRAINAGE DETAILS C-6.0 STORMWATER POLLUTION PREVENTION PLAN C-6.1 EROSION CONTROL DETAILS C-7.0 STANDARD CONSTRUCTION DETAILS C-7.1 STANDARD CONSTRUCTION DETAILS C-8.0 CITY OF OCOEE STANDARD UTILITY DETAILS C-8.1 CITY OF OCOEE STANDARD UTILITY DETAILS C-8.2 CITY OF OCOEE STANDARD UTILITY DETAILS 1-2 BOUNDARY AND TOPOGRAPHIC SURVEY 2-2 BOUNDARY SURVEY 0 L-001 - L-600 LAN DSCAPEIHARDCAP Ell RRIGATION PLANS REUTERS ER ea POWER TELECOMMUNICATIONS M LORD E.ERG TAX I.D. PARCEL NUBERS:14111 As LAREA RA NATURAL GAS 05-22-28-0000-00-040 WOHLFARTHCONSULTING PERMITS REQUIRED Gfl 0 0 P GROUP LLC AGENCY PERMIT TYPE DATEAPPROVED APPROVAL NO. EXPIRATION DATE tnnro DEvewPMENT& EP CwCR ENGINEERINGSERNCES 246 N. WESTMONTE DRIVE AL TAMONTE SPRINGS, FL 32714 (407) 750-3923 REV DATE DESCRIPTION REV GENERAL NOTES s D ABCHE GENERAL NOTES ( DETERMINED BY THE ENGINEER OF RECORD DR THE CITY) SHOULD BE FOLLOWED. OTHER CONDITIONS THAT MAY AFFECT THE SUCCESSFUL COMPLETION OF THE JOB PR DC TO COMMENCEMENT OF WORK. I THE CONTRACTOR SHALL I I AT L CITIES AND C'MPL' OFF ALL LAI. ORDINANCES LEI CUT A T I NA AND IRAN RU D SPECIFIED_ IF THRE E C OBSERVES THAT THE DRAWNGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH. HE SHALL PROMPTLY NOTIFY FDIC CHANCES IN THE WAR , PERSONS PERFORM NO AN I OF THE WORD UNDER A CONTRACT WITH THE CONTRACTOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL CONTROLLING ROADWAYS A A A SE A, SUCH AS PAVEMANTS, TRACKSWAPIPING, TELEPHONE. AND TELEGRAPH FACILITIES WIPES, C BLES CO DUITA POLE$ GUY,, OR OT ER SIMLA FACILITIES INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN ORDER THAT C N GIATIONS HEREIN, AND ALL APPLICABLE FEDERAL, STATE AND LOCAL PLANS APPLICABLE PEPMIT5, AND 5PECF1C SO ILDING AND SAFETY CODES. LAWS AND ORDINANCES T. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAYO, CONTRACTOR SHALL OBTAIN CONTRACTOR SHALL ORTAN GAS D NUMBER FROM LOCAL A AS COMPANY AND No TI F, SIUNSH UP STATE INA-GALL UTILITY NITIFIDATKIN IENTEI A' 1-111-412-1171 AT LEAST 11 HILLS RETIRE TI START IF WORK I " ON TO PERFORM NO AN' WORK W TH N AN' PHIL A NIGHT IF- WAY CONTACTO' 'HALL DEVELOP AND IMPLEMENT A HAAFF C CONTROL PLAN CONS SIENT ITH THE MANUAL ON IN FORM HAAFF C CONTI.F DERRES- THE cITEDTc eTHENGN I FDEPAITMENTOP OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND SUBMIT To 9 N THE EVEN T NOTIFY THE ENGINEER AND/DR OWNER OR OWNER S THE AGENT, OMISSIONS IN THE PLANS HE SHALL IMMEDIATELY MARKERS APE DISTURBED THE CONTRACTOR SHALL EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO RESET OR REPLACE To HE EIE A IN BE A PRE A THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOP SUCH ACCESS AND FOP THE INSPECTION POSTING OFESECURDY GUARDSALISM, SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, DR PPACTCES AND CDA ALI ITH ALL FEDERAL STATE AND LOCAL REGULATORS A D I I D E N PEPTAININI TO SAFE UTILIZATION OF EGUIPMEN7 PC MATERIALS AS PUBLISHED BY THEIR MANUFACTURERS 4ED ON TO NG AN'KES)N CONATRACTORN SHAKLLGNSTALLOFENCE, AND/OR TAKE ALL DTHE RSREE AASONABLE ANDNDS PRUDENT STEPS THAT ACCESI TO EICAIAT ON UNAUTHORIZED PERSONNEL I "EVEN TED 'B5. CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITN THE PROVISIONS OF THE SAFETy FLORIDAOAND SNPLLSTATE RENCH CAFETI PRONDE ALL THECONTRACTORSHALLTAKEALLREASONABLEPPEC S FOR THE REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS To A ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY; ALL THE WORK AN ' A L I AND EEE1IP.ENT TO BE INCORPORATED THEREIN. VOSTHEI IN ITOIAGE B ON 01 OFF THE A . UNDERTHECARE. CUSTODY OR CONTROL OF THE CDNTRACTDR DR ANY OF ITS SUBCONTRACTORS,PAVEMENTS IOADIAU, STRUCTURES AND ITT TES RED BUFFER To, N E I IT ALL CODES AND OFF ALL APPLICABLE S AND LAWFUL ORDERS OF ANY PUBLIC, 0 AS PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE. POSTUS AND OTHER WARNINGS AGANST H IRDBILCA SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF HE EXISTENCE OF HAZARDS AND IF THE 1AFETI ISGILAT CBS SUBCONTRACTOR, OR BI ANIONE FOR WHOSE ACTS AN' OF THEM MAI BE LIABLE, SHALL BE REMEDIED BI THE WINENO PROPERLY ATTRIBUTABLE WHOLE OR IN PART TO RTHE FAULTSORANEGLIGENCEE OF THEM ANDCONTRACTOR. THOSE PARTS OF WORK N P�A 20, U NTL THAT FACE PTANE OF THE W.. 11 IINE1. THE IIN71ACTII I"ALL "AVE THE C' ARE AND CAPE OF AND S'ALL BEAR THE CAR OF CLUNI 01 DAMAGE I LOSS 0, EAPENSE To AN, DART THEREOF I OR TO AN' MATEPIALS STIRID ON STI, BY THE ACTION IF THE ELEMENTS AIR FROM AN' OTH T CAUSE WHETHER A' S NO FROM T IT E GOOD ALL INFIINES 0, DAMAGES TO AN, POSCION OF TIE WOE' OCCASIONED BY AN' OF TIE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL BEAR THE EIPENSES THEREOF. CROSSES TPAFFIC-CAAPIINI CARDS OF 1 7, AND ALL RULES AND 11COULAT INS NOW R HERE FTERHE INCT UNDER SAD ACT AND THE EFLI CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS 23. TRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPDSE OF ALL MAT,PIALFS (ONTRACTOR AND ITS ASAFETY LAWIBSE)IINOT,NITTNO T NTALHEALTH,ORDINANCES. CODES. AND RULES OF CDMMON LAW EVENT IF AN' SPILL, RELEASE PC AN''THENHALL N APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERICUS EFFECT IF SUCH SPILL ON PERSONS OR PROPERTY 25 NTRACTOR SHALL PROT CT AND EEP DINER (INCLDDNA THER AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALLE LIABI LINK PU ALIA OR PRIVA E, PENALTIES. CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS. ATTORNEYS FEES, EXPENSES. CAUSES OF ACTION. CLAIMS OR JUDGMENTS RESULTING FROM THE IIDMILAATED THEREUNDER ED OF ANY STATE LAWS 01 ISGILATO US PEATAINNA 10 JOB SAFETY AND HEALTH ARISING OUT AT OR N ANY OAK CONNECTED IT IT THE PERFORMANCE OF W-PHUNDER THIS CONTRACT , AND CONTRACTOR 'HALL INDEMNIFY OWNER FROM ANY SUCH CWMS. PENALTIES. SUITS OR ACTIONS, PUBLIC OR PRIVATE. ADMINISTRATIVE OR JUDICIAL. INCLUDING ATTORNEYS FEES PAID OR INCURRED BY OR AN BEDAORT ON GF AN,FEDERAL OF'ATE SITE' AND HEALTH LAW OR RISINECDT G O PERFORMED UNDER THIS LIKED VGOOLIAWNER MAY IMMEDIATELY TTCSTOAKE WHATEVERGA ESON OSPROTECD HOLDS ARMLBESS ANN CEDTC HID AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EIPENSES, 21, CONTRACTS AND ITS SISCANTIACTAII SHALL, UPON C..PLETI.N OF PERFORMANCE IF ALL DITHEI UNDER THIS �NCLUDNA WITHOUT L. AT GOVERNMENTAL APPROVALS. NREMEDIATION AND CLEANUP ARISINGN OUT IN ANY WAY TESTINGCONNECTED W FLY T HE FA I E IF CONTRACTOR 11 TO SUBCONTRACTORS OF THEII AGENTS, E.1L.ICEI. OFFICERS .1 BE A BE SEN T A T VE I To COMPLY WTH THE TERMS OF THESE CONSTRUCTION DOCUMENTS 28, SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCO ARNE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL ON OF A .. T THE FOR SHE N CONTRACTOR SIT PERSONS OR PROPERTY 29, IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE. UNDERGROUND 'T" A I E TANK OR OTHE ` CONTAINER OF ANY END THAT MAT I NICAN A IT A ZAIDOIN MATERIAL, I A ENCIINTI THE AREA AFFECTED AND REPORT THE CONDITION TO OWNER AND/ORN E NGINE ER IN WRITING. IMMEDIATELY STOP WORK IN 30. 'HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: EA) THE PRESENCE OF WHICH REOUIRES INVESTIGATION OR REMEDIATIN UNDER ANY PIEIENT FEDERALTAT01 LIIAL STATUTE, REGULATION SIBLAINIRRH'ILE, CODE. DEDER, ACTON . POLICY 0, COMMON LAW OFS(B) W AD ADD ... ... LARGE POLLUTANT ON CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE .1 LOS AT ITATIDN 'HE COMPREHENSIVE ENVIRONMENTAL RES= COMPENSATION AVD LIABILITY AC 0POLL(42CUT SEE AND/DR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.SC. SE SEQ.), OR (C) WHICH IS HASA' DEDUS AND 15 PRALL ATE D By AN, AS VIRUS ENTA L AITHO RT, AGENCY DE 'A' , COMM A N, BOARD ACENCI OR INSTRUMENTALITY OF POLITICAL SUBD ON THERE F OR EOKIDD)NTH STATES. THE STATE IN WHICH THE PREMISES ARE LOSS ED ANY OR (E) THREATENS W GASOLNE SET a1THE ILLI TANS POLYCHLORINATED BIPHEN VLS (PCBS)N CH CA PLANS F ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATIONIS CONSTRUCTION DRAWINGS PPIOR TO BEGINNING CONSTRUCTION 12 F ANT TEST BY. DIRECT ON 11 APPIRVAL REVEAL DEFECT VE WORK CONTIACTDI SHALL NIT BE ALLOWED To R,CEV, AN, AS ICATED COSTS AND THE OWNER 'HALL A, ENT TLID TO DEDUCT FROM THE I ONTIACT PVC1, PC 'I THE CONTRACT" STAFF FELD LOCATE ALL ED IT NO 'TIL T E' AS TO 'IZE , LICA FUEL LE VAHIN HE HANDICAP ACCESSIBILITY NOTES, CT (FDA)RA OE.A MP) "° ITION. ACTUAL ELEVATIONS SHALL BE BASED ON ENISTING BE AT THE SO RAMPS FLATTER AS NEEDED FOR RAMP AND SIDEWALK CONNECTION A REFER TO PLAN SHEETS AND SECTIONS FOR LOCATIONS AND SIDEWALK WELLS THE DETECTABLE WARNING STRIP TED 5 SHALL E DOMES (ALIGNED PATTERN), DOMES SHALL HAVE A DIAMETER OF 0.9INCH? A HEIGHTPATTERNILE A OF 0.2 INCH. ANDNACENTER 6, THE CROSS SLOPE OF RAMP SURFACES AND ADJACENT STREET APADE5 SHALL BE NO MORE THAN 1 5A 01 27. MACIMUM T. CURB RAMPS CONSTRUCTED BY THE CONTRACTOR SHALL MEET ALL CURRENT APPLICABLE AD.A. REOUIREMENTS ANN SIT ALL HAVE DETECTABLE WARCUNG CGMPLIING WITH AD,A, REQUIREMENTS, ACCE551BILITI ROUTES SHALL MEET ALL APPLICABLE ADA REQUI CEMENTS 8, CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED, 9, DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MINIMUM 27. PER ADA REQUIREMENTS 'A SIDEWALK CROSS SLDPES SHALL BE MAIMUM 27. PER ADA REQUIREMENTS 11 CURB RAMP FLARES & LANDINGS SHALL MEET ADA REDUREMENTS 12, ACCESSIBLE ROUTE WITH RUNNING SLOPES GREATER THAN 1:20 IS A RAMP AND SHALL COMPLY WITH ADA RAMP „ CONTRACTORS 304. MOST CURRENT EDITID)L CURRENT ADA STANDARDS CONTRACTOR SHALL REFER TO FDDT STANDARD RECORD DRAWING AS -BUILT REQUIREMENTS, AS -BUILT DRAWINGS SHALL BE PREPARED 11 AND D ((SIGT HE SEALED) BPERFECT UM D I W E IF% RETOLD TNHTEAECNTGNEE ATTEMPT FOR FINAL CERTIFICATE OF TPANCISHALL REFLECT AN I CHANCE A TO THE A PC IVEMEN TS MADE DIIN A CINSTA 'CT ON N CO)IITE - D DUST MEET T HE MN MUM "C"EMONTS OF ALL PEAU L AT.. A A INC ES HA A N C TOP SID CTS N AS WELL AS T IT E GPI T11 A GULF IN E C BELOW BOTH MINIMUM. SHALL BE CERTIFIED ON THE AS -BUILT DRAWINGS ENGINEER STANDARDS MANUAL IN THE FOLLOWING FORMATS. PDT B) CAD COPY DRAWN IN STATE PLAN CODRDINATES WATER DISTRIBUTION SISTEM FAC= AND DIMENSIONS OF PIPES, VALVES, FITTINGS, CHANGE OF DIPECTIAN AND OTHER ASSOCIAT A WASTEWATER COLLECTION/TRANSMISSION SYSTEM. A DIMENSION, AND INVERT ELEV ATIONS OF PIPES MANHOLES (INCLUDING 'I M ELEVAT DN), LIFTSTATION. FORCEMAIN. FITTINGS CHANGE IN DIRECTION AND OTHER ASSOCIATED FACILITIESPAVINC AND DRAINAGE SISTEM _ e:_1 �,LF_ Lu Q J W Lu W H DO O 0 J I ILL 0 Q Lu Lu > W H Z U w J 0 Q Lu S H `Gmr EXHIBIT COLD ITI APPROVAL AP Sect Dn A General a (the y) j ssuan ce D bu ld ng perm is un tler ce,fa n crcumsi onces, ne Ciy has nD low ul enl bi has s foiled ID take reasonable easvres ID preserve lie gees Dn ste. ua o1s ede tracts gcoBnta nsg protested ear ees as much as p ss b e. Final sir set or din al ed C'dy Support bm 11a, a,lment of.,, on ,,m Dvs on of the lme of fno plol [f e1s] A be de,cate, the pub c at ine 1me o pat , ess oiherw se note,. (on etl)We der Io mnmz urban ces of lie vet�djaandssdur n9 c nsiru ct'on. , 3. Wetland and exsi'ng s water 'm bet f r iris p ,,,Iy 's regulated by SJRWMD am the Flo,lm Deportment of Environmental Profec1- General or O en ace re D pr undiar; isp de(i�nsedna anv porcllonno p_VAy m b1 UP-), pldnd sn s ( - ),h. and tracts ! pedestrian c ect'on d. SucM1 d signaled o space enclutles waferbatlies, lots, street rights Df way. AT- legislation brd .Thing e rein si all be consiru ed su cb an exemption. 2. Ti's pro leer sib be ,eve aped In sx (6J phases. ensor an mcape areas will be g d ontl have an automatic ram ec Easements/ [If e is] T m(s) I ye 1 Assoc of on bt the tme D poi g roads w be onosfpub ii are reau retl from Ines g l- pro, A commencement ofUdd 4 A t' mita o 1 P y S d" Pan or Ste 99 to 3 Each p of the p ect A stand on Is o ect t s (sewer water storm water ma g ent access an, oNer re arm services).The g osem enis sna be prav tled ror to Dr a1 Inc limb a plotting tls] S ,dn Dl ( ) 9 er,due,d os sa P k Dtect on A Ch 369 3 CF or y Act (WPPA) 2 (3). .S] o ed 2writ bhdllch see,1 ces i (1a) e lot will be place, around enis q p oteci ed frees tobit e preservm. upgrade, s �Ighis tifa Ile lane site w as ddd-o allb development by th not „rellu Ian deb oun din Ibnds,lbc g la (, he IT, wHeet Xi I e n the sst pg eroded nvey to ih City Ibe Co en age iw,tlan �d. so n -- e tls,) ei .tpe'nt will the City .1 edeLand D i Code of Ortlmances and the Land Development Code. s Manual al g ih the i i i untl hero g s1e exs g erhem wrly oontl e di�leren HAS bet ween fig sheet bn dbrd street le itsn bnbd tie up I arm a wn ch shall be o rave e ror o the PP y Y P <e. Ihe�llro meth ode uallt "potes Ile p(RMPs). enl eni en re t Orin an a wo ver table a P Y led,oi (5'J uoeify tlrodi age i (10') a - - [If oa ds] Street urity Igh 15 and ,Ire ng Seci an H Commerc al s All commercial Iois will be o minimum a! one (1J acre in size. wand or flood la n db eo diverted wiowbrds / u expl y i out an the plan, Side p aced 'n TIC easement 'f n sar sees y run Them to p i'n expense. -ciao., will be responsible for all opera g )onsuch ('gh1'rngAss -[We Pork y ntl Protection Act V 6, bused fa any pubic streets bs b resat a! the consiru ci'on 1 d t the praiser shdbe rompty re 'red by ibe Owner to the pOwn- a round enis prof eci etl frees to be preserved. c° s1s re ing rco of uses sna conform I. the mmerca of s mve opm untl whm w to approva of 32tn ) app cab g rnmenta sSndd- at the sae cost and e.p,nse, ch easements sho )he [gates sand sgb)d'vs ones mpey wit Arl�c ee Vlo Ciapt er 34n Ile eo e y on L. Wesi O, ro pu'f"MSect rovm locations shown on the oppr ovetl Fin of Subdivision Plan /Fin of She e owner11 y e ndvdua of or tract owners an I. IN EN ION ALL DELETED. tied ce,dUL Iehroueb Cite Pan. aal�/F na ste Pani and w b, szed ea L_ c tyh,eau r,m,nts. uhhh,Seel an J, mwnname g err T o iba weon st( oJso e he masses UA Z es Coe bang bbangs pa a am u be rem ovetl a term not etl pr rn ntl/or to or du g c deve Dpmeni repo g ass uses, cn Ih p P raatlwoys and other p eby g,ontetl 'n favor of the C'i y an, of her app cab e enforcement Ile an, other C,, Yty fa i1 C be toePEnt,, bode Knoso Box to o D cn chn gy -A etl rot ono bi eo g ee (3) ar mare o g r number Df dares w nclude Omar', fire protedclone system s, Inc weer o, g ,a. ly it, p ,a ,ere access ram Inm 13 0 o L-� � i of to s plopIlly to lh at Geri bin _ _ _ _ _ DeveAVA,L- dated car ded in toRecords Book _ Page e City wi e 1M1 ai hI o cute an osem enl n recortlabe f with resp g ed) a ns (ontl 51art 01 an in tli vitlu al lot. shall ownetl untl mo nio netl y e Assoc of an, y QN Z ,W,F i w EXHIBIT 'C" Pubic Fecor tls of Or q o y, orida.on ID (J a drb nags to the mdinetenanice spurpos,s sib ment w� of pon the ebb a each eng ed.ho Sidewalks w butt logs plait ede lot s hair bete plo of the nd Development Co,e g g alit-!b y evelopment si bndbrds. V w �q] e y () ° in eriY owners assa ' nNawsn Dr Dn (I ne of an"J' e n a y ci Dn tD repor r ma nio n the dranbge sysi- Un the ,.tended to the curb an, the appropriate ramps r then be constructed. 4. Street tree ed by the owner oa tree e, p wnbome uni ror to ceri rears or Y.r each bu p p y g PERMITTED AND PROHIBITED TIES W nd (i�i) wb�ra niv deeds, easehm e�isp In property uctm at the time of rm anent consiru ct on or L nl mmmon areas erm trim uses shall be those untl,, the c 2 (Comma y oun ntl/ar p Ailing Di tIAt (a or a porl'on eofeIt, property the y r and bppraw pr or 1 e be Pssoc'at'on sha own and main lain a common area ct on F S ormwo e, Ma en m tiDn ponds will be unfenced min mosimum 5.1 side slopes miD 5 A dec brat i and rests ct ohs I' g i I nM1ome ,t On of the p p y a clum IT, fo o g prow ohs ) o a ) tons Cn `det1oUA 1-1 --pie, theeo! b,, e pan,, -13- ""I"c not ewi ban 509I ITS p K r „i n No outdoor si g nail be 1.1 e h)I Retail Centers �wmlled to a (roar area ratio b ((FARO] o c) G c 5 ore Lu Q J J Q re mil of 2 drive Ibruewlndows. ITS POP, Illra A, need (6j rl ,gal Raaa re J Land oerilop,nbenin codebl lots Shan be provided In bccbrdbnce wni Ile A d n and reetnei�ans arse g e prop v (r,n v (6) ) m ontl naI Ii�s m Hhtlb� B um of s,n w W w 0 d 12,Each 1 hydrant s tinted OSHA yellow and b m to ,h, s,r„I n IT, cent„ of the oneoyb 1-1- I g w ncorporofe the sla,mwater needs of pab e shade wino the p pmn g y e gy, ) ) tl , / P K (Requres Speca Esceplan) Lu O O d I ,a each v n,. bb an,bn bs9essmenie bib eye a a br Un e ,bale elreete ) .) Fa��,D p O LL Eb eude w Ibe .1bible A, s g naequale mbnlennee. et from ibe p f tie bank .AniUn areas ma be 1lteen feet 15) e=wept n d g led a sire p g paces. ) R Pbe i S Q O O to e9 connect Dn iD the m nes. ne Owner sna be reasonabe for neTr tl f a yrel 9erpipeb,bi RV d I i , sum vs on. n prohb g bn boa par g w nn he m.) Dr b,dwb e ores n.J OSR (FasiBFoodJ (2 Max mum) s s Ci'ek FII-A. LLl } Lu Z y 1s o aih, sr"ot c! eni an ontls Arid InAt, p ap etl ontl be awned Arby McDonb ds etc o.) St down Restaurant suM as Long H O 14 Fu,�Te�'njt lot m us1 de,Lbeg eth'ni action. e Cliyes entitleduet0 m tie Asebeibtian o nta netl y e Assoc of on.111119 odmdudlU p) C ed from all ep - it ally asssigne, naCAJ Anpy the subdivision must be oppr ovetl 11 HIT I, Abun to ssessm enis for y N g the purposes o p ch reim bursemenl.inel screened from view with b rvate AUID Paris Store ) J J 0 y e y Dm m�es�an of the y in Ile e any pw bet c mamlen once of Inc swus. meth g decor-- fence a ,loth lbnescbp q r.7 u Q z fens Dn cn i (6J p Al all Med'ca Offices i.) LL1 O s of ine and use aoith- (1h SWMS') a (3) s es y Isadore, per sect Dn 5-6b sloe Oplomn = PoanB Indwhtiesee Con dilionseo! Approvaldsiall controrib ore(1)wif Ile OW)ner 1, Still responsble for mbintenan ce Df the SWMS. ( the rSJRWMD'Ce tificafe of Completion is issued y oin the Y n, of tie(Lbnd Developm corn Coder Provtston hilltbilons bb Manes 9e n bccordan ce win the y Ocoee 9 e 9 bn dbrds Sect on B sees e t e , / d t d' uton co e I oaths City I, the dR, especi InereiD nai wit nsi on g he ,ismth., of the Association. ssac I been co ye to the Assacol Dn to Inc e ea ured y e b SJRWMD have been e.ecui etl ontl accepts y JRWM D. El r ,mng on s and p enl of AT- ond phr,ocy VIA- In entrance a e rear o1 1 win fenAing rta n ra hove s 9 , g Problbli ed Uses: E xisting fre eigit ! t (8'J o arg er (oi citrus fre f Yra frees) cat ed bong p sed cai'o oad s ID near orate Inem n1a re ured .ndpe buffers and bs street trees p athe sou (nd pvod ub sry p t tie Ass c'a1'o at a I'm es be good sta N ine For tla Secre y f State sLdU op ys ties C(tyh ov ded wnta tie Ov,nere proposetl ma oleo once pan wIn respect to Ne SNMS ontl JhdI nit and that na mmpsters snarl be utin ,d for p° r'od'c out a'ntenance and .) A b.) les Fetbil or Wn of,sole oBEnDuet ) B t d e S` (ps Che ) M ' re y g waste o a 2.mR, xietin rodeo ois canto sin scat ede trees g g g p eng needs c 11h,ate na ice pSWMS o1s uncl'on'ng In cordbnce 1.Ilenai lie Assoc ai on f") R g.) Pa yn.) Sc bioi. Q O 1 herAd- is stale ror the maintenance of the SWMS ni,m it emde.leei �ni b mired io�ea .eOtaie,ralsSPa�d i.) s e��i N z o " U ani��bl site Plbn, uni�l bb,l p rmde are �eebee far mace ors�oa�is. PI g ondwdh the Ile red �esuanee of me bmiynm mlj INewli�� m�l si ern�ce e�.) 21 In he Uted to ,bete of e,ch ��— ens,' ,wed y he a g p aces SeC, SI ampa�en, Of the can y w, n m aeal,tl mn berembbed1du ITT 0 ai an �n p We b de„pD yea End P�- b�`K Webb g Mahan s)T beebFfypa,�. d,da oadn9gre i�a; way iii re,en,ieniri 9,db, Aress, ill be flag or P-Ao e consent of the y bn nsirbmeni reeb,ded w th mm,nl ; )2; o�d;aw ,1D —y ,lam , ni fa, IT, sia,mwai, p by g en e D feetAledith m na em t s fem b 1w pB, b bt pill „ P macies: P, by the City p-, to Ony for site Work or bull ding le stru<ilon until the preservedAllIS-HIRTbl,TO,10n�Ahdll hove been cea y marked will i reee promect'on NbarrearsI.It,-onlyJ-dITS 5. No p undertake land c r the r 'zed to lie Jed s permissible if accom ponied y idle insurance p ro 1M1 el AssOcibll0,, ( aide In vent a ,disturbance. silt at'iol, par orb er hconsiru ciBianb below the afurbl wetlontl lines Furi her. 1ne ! prop single-lamlly b xisling role M1bose portions o ernes t"Inhat coma n at measinone (1) o! the ibr,e (3J () mast efleci I,, re s ('J ka st eat ores or (Its) m n mum Ili ve percent (359) Wek w Open pone requ remenL 5 land A o e ATM s w.J Temporary Sa es us nq a tent such as Fireworks CM1ristmas s. Vbent'nes Day x.) T store y)eT r ybpe Store All6 ob rticle V, Secba pC m bsimum este p stale and no butt orizbtion shall be Sec On E 5 reefs -i4- _ (B). y f Ocoee Lantl Development Cme. -19- 4/iT/20 a a w 73 Q J J O > U W W 06 Lu w O Z DU O O QILL O 0 > Z LIE O U U J 0 J Z Q H W (n = X w L�ccN� EXISTING FLOOD ZONE A EXISTING TOPOGRAPHIC CONTOUR — ti a C ajo o �p oN n y o o r O USDA-NRCS SOLS ORANGE COUNTY FLORIDA SOIL ARD 20SVMB0 IMMONALEEN FINE SAND U 11 1EIGENTILGGEIN FLUCFC ORANGE CORNs FIO FLORIDA D TO = PERCENT SLOPES s W IF YMBOL PINE PLANTATION lGOMINATED EY SLASH PINE) r 5 GRAPHIC SCALE SURVEY PROVIDED BY WC GROUP. LLC DATED 3/21/2019 (P, emm ) VERTICAL DATUM OF 1988 (NAW 88); ] men = eo IL m GENERAL NOTES 1. PROH CTWLLBE COMPLETED IN ONE PHASE rr _ 2. SEWER COLLECT ON SYSTEM ON SITE WILL BE OWNED AND OPERATED BY THE PROPERTY OWNER. 3. CUP NA CONSTRUCT ON, WHEN COMBUSTIBLES ARE BROUGHT ON TO THESITE OF WATER ACCESSIBLE C ROADSETo THE F BE DE EARTMMPORATSHALL RMABE pN oADEDSUPPLY MANTANEDCHAPTER I6, NFPA1, 2909TONE(FFPC2010EDITION) E / r es0 N EAE ALLCONCHEC ToDETA LS ARECONCEPALOFFNALCONCTTO ' -- REVEWANDMODFCATONDURNGTHEAPPROVALOFFNALC NSTRUCTION �r PLANS. O TS 1 DRY RETENTION POND �r (POND N-1) ; / wELD ION (POND N z) t z a U V � w O PROPOSED AREA CALCULATIONS DEVELOPABLEAREAGE AREA 15.15 AC. 54% IM PERVIOUS AREA B.24 AC. 54% PERVIOUSAREA ANi AC, 4fi% w � REQUIRED PARKING CALCULATIONS J \ UNITS NRE NO. Q UNITS REQUIRED PARKING NO. SPACES J Z -- 9 4 I # , • 1 BEDROOM/ 1 BATH ifiB 1.5 SPACE/UNIT 252BE > 2BEDROOM/2BATH 120 20 SPACEUNIT 240 Lu O W 3 BEDROOM/ 3 BATH 32 2 0 SPACE/UNIT fi4 0 O H I o I TOTAL 320 1.]200 55fi 0000 O 0 J 1 1 MIN LIVING AREA Q O Q 1 BEDROOM/1 BATH Tifi SF w ��•� DRY RETENTION I I 1 © li U > 4 _ _ 2 BEDROOM/2 BATH 1147 SF J O 3eEDRooM/Lu 3 BATH 1s1s sF j ~ ' AW- -A �` n PROVIDED PARKING �\�� STANDARD (ex1 e7 ae5 sPAces o ! _ � i� � I � I ATTACHED GARAGE fie sPAces 0 of ,J COMPACT 31 SPACES i m � ACCESSIBLE 15 SPACES 1 ` / # \\� 1 PARALLEL(10120) 36 SPACES � V N � v I � TOTAL 552 SPACES T� s I�,. .1 rearFc cenereAT ON aNuvss �`P[RRDWEl1 NCAUNIi) MANUAL IOTH EDITION, LAND USE COD A,, PSS163 AM PEAK HOUR TRIPS CA a\\ —ME, GRAPHIC SCALE PAVEMENT MARKINGS & SIGNAGE ORARER PAVEMENT r.HK LC 0 IANEICAa MA 9 qO za will wvITE AL11 CAN (LIP.) 6 — Os PAVEMENT STRIPING (A' WHITE) (TIP) 10 0 c o SIT NCRETE 1PE1 COPEA11 A 1 (SEE LANDSCAPE PUWS FOR DETAT"), 0 OFF STOP SIGN (A—N Q AFE PAIR PAVEUEIT 1111111V N C],1IS rm[wu nlGHwnr AouINISHnTIDN AND HE nTv of amE[ TOO, SITE NOTES Z a (TIP) SIDEWALK RAMP. A �„ GT, ® SIDEWALK R�P. 11-E g (LIP) o 5 0 SIDEWALK RAMP. CR—C &LIFE 2 o FLAT LIFE E CLARD (& (LIP) 5 FLAT LIFE E CIRE 14 (LIFE w o TRAIH GGMPATKR �^ o ASPHALT FAME 4 o ARIG< PAAEPA (SEE LANDSCAPE PLANS EGw DETAILS) oFHKFKSED LIRE RroHA w (D o PROPOSED FIRE DEPT CON (EEG) �a NEB C]. J 14 DRAINAGE GIRUCTIRES A21 �z �, CJ(TIRE HANSEOHMEH P o i LU LU Q LU z0 Q O oIKE ICRT POLE GSEETHI SI TE LICRn Nc PLAN) HA ; ( ) O 0 ,L J a w o R ALLE' CUTTER ,s w 1❑a ME111111 WAIL W/ HAINIS czi cz( � U o o PAOOE AINLI EE 6 EA PROPOSED RETAINING w Q i o �l101'°.z'awlso'�� LED (ANI OR APPROVED logo , L ) o IAAC EIUPEMENI. FEE MEP PLANS FOR o 'All KK � B, AVRGD,RAEERP ENEM ooER NPILE of of ENPGRAFFECY SONSHICTIGN HIGHER 00 �� s - U �E MATCHLINE C-3.1 PAVEMENT MARKINGS & SIGNAGE 0 DIREATIKNAL ARRKW Q(,I1) ORNNDIGAP PAVEMENT r.AA LC 0 FANDICAP MA 9 qO za wloE wvITE sTaP CAN (rvP.) 6 - Os PAVEMENT STRIPING (4' WHITE) (TIP) 10 0 c o SIT NcwELE 1PE1 coCwos)w1LI (SEE LANDSCAPE Puws row DELAILL,), SEE STOP SIGN (A-N Q 0 AFE PALR PAVEUEIT stw N C],1IS rm[wu nlGnwnr AoulNlswnLlDN AND HE nLv of amE[ R BE TOO, SITE NOTES Z a o SIDEWALK RAMP. A �„ (LIP) ® SIDEWALKR�P.11-E g (T11) ❑C SIDEWALK RAMP. CR-C B (TIP) V g 2 d o FLAT LIFE D CL (TIP) 0 FLAT LIFE E CIRE Q(T,P) w o �GNGRELE 51DEWALKa o TRAI, GGMPAGLKR �^ o ASPHALT PAVEMENT4 o ANNE PAAERG (SEE LANDSCAPE PLANS EGR DETAILS) o PRKPKSED FIRE RroRA B w (D o PROPOSED FIRE DEPL CONNECTION (EDG) C]. J DRAINAGE GIRUCTIRES A21 �z �, CJ (TIRE 14 RANSEORMEw P U i LLl w Q w z0 Q O ICRT POLE GEEETRI TE LICRn Nc PLAN) oIKE RA ;R () O 0 LL J a w o ALLE' GUTL R ,s Q >- 1❑a IEGAIIM WAIL W/ HAwec czi cz( w � U o PAAJE ONCE FENCE6 A o PROPOSED RETAINING w Q i o �l101'°.z'awLsol�� , RISEN LED (ANI DR APPROVED OCAL) o "CO COMPRESSOR oEAPUTAII BEFIEHE B, o AA PROPOSED PUBLIC THLD. EASENEM EMEo� ANNA1 E.E of of o TENAILER o� mo�=� s o LEAATDR o PRIPA,E A,ILI,I EASEMENT = � N `GHOOr 1N��1Z%L� W E s S GRAPHIC SCALE l IN 11 1 TRUCKTEMPLATE -OCFD PLATFORM TRUCK BUILDING 1 Z FlRE FLOW CALCULATIONS a (REF. NFPA 1, CHAPTER 18 2015 ED.) BUILDING TYPE TYPE II (B) BUILDING AREA 101AW IF TABLE 184 51 2 NET 6,7SG G.P.M. 2 d 75% REDUCTION FOR AUTOMATIC SPRINKLERS = 1,688 G.P.M. NUM, OF HYDRANTS PER TABLE E.3. 2 V w BUILDING 2 W. FlRE FLOW CALCULATIONS (REF. NFPA 1, CHAPTER 18 2015 ED.) O BUILDING TYPE TYPE II (B) a BUILDING AREA 101,00E SF TABLE 18.4.5.1.2 NET 5,750 GP. M. 75% REDUCTION FOR AUTOMATIC SPRINKLERS = 1,688 G.P.M. NUM. OF HYDRANTS PER TABLE E.3 2 Lu (D u) BUILDING 3 Q > FIRE FLOW CALCULATIONS d J (REF. NFPA 1, CHAPTER 18 2015 ED.) > Lu z BUILDING TYPE TwE II (B) LLu W Q 00 z BUILDING AREA 101AW IF U O TABLE 184 51 2 NET 6,15E G.P.M. O 0 75% REDUCTION FOR AUTOMATIC SPRINKLERS = 1,688 G.P.M. Q O Y NUM. OF HYDRANTS PER TABLE E.3. 2 Lu } U [ P BUILDING 4 J U FlRE FLOW CALCULATIONS Lu (REF. NFPA 1, CHAPTER 18 2015 ED.) w LL BUILDING TYPE TYPE II (B) _ H BUILDING AREA 101,00E IF TABLE 18.4.5.1.2 NET 6,750 GP. M. 75% REDUCTION FOR AUTOMATIC SPRINKLERS = 1,688 G.P.M. NUM. OF HYDRANTS PER TABLE E3 2 BUILDING 5 FIRE FLOW CALCULATIONS - (REF. NFPA 1, CHAPTER 18 2015 ED.) BUILDING TYPE TYPE II (B) ^ a BUILDING AREA 10,00E SF i M TABLE PEA ,5,1.2 NET 2,25E GP,M, 75% REDUCTION FOR AUTOMATIC SPRINKLERS = 563 G.P.M. NUM. OF HYDRANTS PER TABLE E.3. `�GHOOP B., 1=1Z%L� W E S GRAPHIC SCALE liN �) mm GRAPHIC SCALE w 0 Q J J w w w w 00 U U 00 H LL QO w� �_ � U J J Q w H `Gmr MATCHLINE G5.2 a � W E s S GRAPHIC SCALE w 0 Q J J LLI w L w 00 U U 00 H LL QO w� �_ � U J J Q w H `Gmr R INTERNAL R/W I I soo SEED B, MULCH 5' BERM I N"No RnIL HENCE ELEV 1605 I A% ...OBOTTOM: 156.50 -"'�ATEXISTING CIT 15iRETAw we wuL X— DEscN ev OTNE Rs GRADE �__ NOTE: ENTIRE POND TRACT. EXCEPT POND BOTTOM SHALL BE SODDED DRY RETENTION POND N-1 I SOD SEED & MULCH 5' BERM HAND RNL FENCE I ELEV 1820 /4 / 4 MAX /_ PONO BOTTOM: t5T.0 �I MATCN aETU NINc wnu. EXISTING X RE-N EL ITTEll 0BADE NOTE ENTIRE POND TFACI, EXCEPT POND BOTTOM SHALL BE SODDED DRY RETENTION POND N-3 ENTRANCE ROAD TYPICAL SECTION NTS. soo 10' BERM NAND RwL HENCE V ELEV - VARIED � 10 ELEV III IS 11 NWL=155.00 2 ELEV 153.00 J pESIGN By OTHERS WET DETENTION POND N-2 NII 5' BERM 5 BERM 5' BERM 15 BERM! I I q MATCH Ex .1AOE a I� TYPICAL SECTION A —A Lu Q J J ww ww 00 U 0 00 H w QO w� � U J J Q w H `Gmr �� OUTFAEE CONTROL STRUCTURE CS-1 1 "=20' MODIFIED FDOT TIRE C INLET (PER Foo, INOEN 425—D52) OUTFAL L CONTROL_ STRUCTURE WEIR-1 1 "=20' ac*crv�ary s�oc �TO BERM SEE IZILE El 1— Ell EILTN El III II I10 OVERFLOW WEIR CROSS SECTION NO DRY RETENTION POND (POND N-3) OUTFALL CONTROL- STRUCTURE WEIR-2 1 "=30' LU c7 Q J J LU J W LU Q O OU U 0 0 0 LU ILL QO Q LIE > Z J U � J 0 Q LU H `Gmr 170. 165, 160, 155, 150, 45, 40, 1 /U. 165, 160, 155, 150, CROSS SECTION AA 5,1 „e eRaoE Patio Nw� EC...ssoo 0' 10' 20' '50' 40' 50' 60' 70' 80' CROSS SECTION BB w 0 Q J J LU J W LU Q O OU U 0 00 w QLL O 0 w>- z �- U � J C) LU / x TT • •� DRY RETENTION POND (POND N-3) ii LIE i 170 00 165,00 160,00 1 55.00 150,00 145,00 1 40.00 I / U, 165. 160, 155 150 CROSS SECTION CC DENo-eo, EL ysssa.. E�s.Nb—R-- -- — — — — — — 1' 10' 20' 30' 40' 50' 60' 70' 80' CROSS SECTION DD 0 a J J LU W LU Q O LU 170.00 0 O 0 QILL O Q 165,00 � U J C) Q 150.00 z 155.00 150.00 145.00 wQ 5 np 0 �rn z " U 140,00 `�GHEOOP coxrrucroA snwseortinrrtie � Ems, AoxMexrn�arror,xrroxn�,xc A®� Ae.�.,LLo,E�A.o� F,>=a wrceor F, MEM �,�As.oA�,a.EAot��,�aa.EowR��.A�.otia�.�„v�tioEA.�E tiPo��EtiE�A�PEAM.PAOA �� .o aE� titi � woA. r s.�E �oMA,�.oAtto� Aesaois a „v.o oa.A xrtiesAMe. r �.,�� oEo a..�E Eti� xeeAAxo �., - ,...�.�,,...a,A,� o.� - �_ o 0 E at: °moor° os.��.o�A.�=o.m„R,�.A,.o.,.A�.o....�rw.,P,�..�n.,.oPP,o,,.,,a,P,�..�.,.,,�,o.,�,.A�, .o,..� • .. t . U� i u U �ouareorvmesmAmseweA OA,rvr�ess.ens ncon,unc.onwmmes.,eiu.ao.mE,RE. � _ —.�_- I � � � N�h r,Ao�n.ar.r�...o.o. mE,RE..P..oPE�R.Eo..«oAa,.�Ewm tra � ✓ .-- g C d p � 8 — _ - w..�ROAs�,.PAwoF.A�PAo.�.o..�s�Ags.�� NA w,EwAw�E , a t, LU _ z LU LLI LU J Q DEVELOPER/OWNER \ y of O O a JE _ 0 0- z et —�gei� '. - _ r� ILL W H t SYMBOLS LEGEND _ _ ~ z EOPEA.roA��EwEA.��ow,A.�roA. �`�. «� LU Q w LU Lu PEAw,EwDEw,. ® U [if s� uatiA�rsuArncs 4 _ WANE spa ti ot.at�tt c s,, A+V Q � SOIL EROSION/ SEDIMENTATION CONTROL OPERATION TIME SCHEDULE`- t CONSTxuCT ON SEpuENCE J F N A N J J A S O M D J F NApN0 t E AEAPA��E�oEAEAP E. w waAA.wL PT waAA P=sas000 r L sa e9a r—s 9 !00Hid Ewa ti�s�, sw�srne �=a.oti m.� o rennaorumcorvsrAm-rorvrron� , wurvonrow eumrv�corvsrAm-rory .� �s� a� a, o� w • n�ss Ho is oe GRAPHIC SCALE SILT FENCE SILT FENCE EROSION CONTROL NOTES PROPOSED INLET OI 4i OPEN RISER 2INI TEMP. DRNN _ _ DI -CH — ❑ GITCN CURB & CURB & CONTRACT FOLLOVNNG MEASURES TO ACCOMPLISH THIS GUTTER GUTTER _ o BUECTIVE. ROCK BAGS ROCK BAGS — A SURFACE PROTECTIONFOR PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET n^rv°� °°°�°�°^°�° PROTECTION AROUND INLETS OR SIMILAR STRUCTURES F SEEDED AND MULCHED USE MATT VEGETATION IS BECOMING ESTABLISHED. SOD WIT LE A�4��w.1Q� IAED SEEDANDMULCH EEO -FETCH LESPEDEZA OR CREEPER. ARE. OR THE STANING OR SIT RETIRE OF A RUN OFF CONTROL AND ANDRROIWOINGORBERMSTOREDUCERUNOFFVELOCITIEs t_- �MEaEa.�E «...ao. .... �= T„rva y.o r . ED SYNTHETIC HAY BALEsPLANTVIEW* a� °[„¢o(ax4ms5 [„¢ LWI:.. ES WILL BE c. SEDIMENTTRAPPwc By THE D FSTAUEDSYNTHETICHAY BALES�OR A—S FLOATING SILT CURTAINS oce s�DtD ALomG H ANYPO V RONiMENTAL"BERM(SGREAR YARD NT sPOwAL �s� SHALL <LUrvU FILE s�UEE YAT � ED HE NDER AN w . vncem we. mo m sum TYPE IUI I PEary EE(S) M PRIOR TO THEPLACEMENT OF ANY IMPERVIOUS SURFACE 7 Wl DRY PERIODS AND AFTER EACH RAINFALL EVENT By TH E A TE all .,,„�, U ORMINGINTENDED � ;YPE°IN T VE COVER HAD HER NofF D. SOILMOISTURE THE soILSAND PREVENT EROSION. SUFFICIENTLY To STABILIZEN SYNTHETIC HAY BALE ELEVATION VIEW* .m6.m�uPP.uPA°%o aF SLOPES°°PIN°c.uPas� w V W ER SOURCE=E OF =ONNGTWATER To DRY EXPOSED SOIL N ORDER To PRE=WNEDSEROSTONTTSHOEL BARRIERS FOR FILL SLOPES BARRIERS FOR UNPAVED DITCHESMOIi4 EA SPONSIBwrY THE TURE ISCONTRAATTAINED AND NoREACERU SHALL HELD RESPONSIBLE F ISUNTIL D. THE CERTIFICATE BARRIERS LAYOUT DETAIL AND RETENTION sysTEM. �■ E:ITIO 51 T INTIC-1 Earval� w of THE PllT EENIE a o 0 0 �waa�.su was sTorvE Q J J CONSTRUCTION SEQUENCE --U2Ee�oa�rv' J Q � � T„E FTAE_T .TENw ar�eR �ePa�woP.. a s aeP P > w w D D w w ISE�oN F lNo w�TER wa"° secnoN e-R O 0 JO NaaNrvp wp aNa„EE,p I THE COUNTR=RFALAL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND 00O REQUIRED DUE TO SITE SPECIFIC colvDlTlolvs. TURAND OTHER ES SHOWN ON PINS C LEAR NG ON Ly AS NECESSARY T 0 INSTALLTHESE DEXCES a ps,EEE _ Q p Z coaDANCE uNTH THE aTVlcouNTv �� w > OU AND TrE WATER MANAGEMENT DISTRICT AND NPDes CRITERIA SET FENCE ATTACHMENT DETAIL SEE Eory a.N OE .�E � °"FE �P,E R � � I FA sECTioN c-c—A �� Z U Z "IRAAll A v Q � w AS O rv«o�o µ,POP, wPE G�TP TPPPOP, �°boo o � OF 311E V IN I PLAN — / Irv. P,�.a.P —iRnQa G"° PZIiSPFCT vz TY PI G0.L CA CPU o GATED p / ��llVVhh11�� TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2 STEEL PANEL DETAIL Q wP uv sc�iox sxms aorereisv ssmiw swan ewwisw w: a,auicros rzxa 'off Z U 9rvE PE P� rvEP.ry _ e ., n�E�ry 9,E�rv��rvEPEP�E�E, HPFEI PLAN ELE�A,oN �orwws,o wawrz[PExpxo some: SEDIMENT TRAPPING SUMP SILT FENCE INSTALLATION STAKED TURBIDITY BARRIER CONSTRUCTION EXIT W/ RUMBLE PLATE (xEEPUM �� oo s ITS, Lu; IN 5�"E z5, uHt `o R F.=,1,PS , �,. r�n'1 oT Po / NCI D o A MA1EFA InEll 11A.1111-1sE D E AT TRAVEL w � MA,IMAM Ea N �Tw L AN HFH HEw�A PONTM uw PONTLDM ,. a MAX nroE f uEMENI ' LE AT sa P 11 IN EFFORTS INIll \\ ON ALLEDGE= Ex PAMSION JO NT s� APOLLE1,TI AN"CHCR , A') ��' A INGUMI ( !All A MOUNT �. N olE DEwALAPAR G a. ,/A D vA SIN R �sFF`P� UBGRAD 11 oF (NN IN -UPEOND MOUNT x Um niiA//www wkMAw=,:owa �7 31L)m �MLN AP OF FLLLp ,A FLT NEwTw cF c RNF,F TA.,Fo A T ,wc, _ L oaP oervsm sne MCMry POEZIP B 1pcuNEss C' AN NFw A, op Loc Arvs( OMONOLITHIC CURB I� 5 SPACES. LENOTH-I.4-1Im (55-ESE) O BIKE RACK O CONCRETE SIDEWALK Tov=c TO N, O PAVEMENT SECTIONS HF� AFTER CONCRETE PLACEMENT O SAWED CONSTRUCTION JOINT O STOP BAR W/ SIGNAGE &DHT BMNCSIDEWALK DETAIL NTS* NTS * QSCO PA rMINO NTS* NTS * N75* Nis C7 P A 1 A 1 0 DTE. Ns LL, ,oDLLD A 111CAPABLE CDsDNALLEXPDnF D DEwATn'RUCH �� B�BF , OE;oNm s SPAIN , D E15 BEE DOLE`5 E r,) SON REQUIRED FOR E P RnINc SHIP, OUITRE pN PROOF ��E�Eo �a A �� M BL�;a R ors , "�aEs DR ED ON AIMP ILL ao` A A NO CHINA "M A ��o�VDEO PEETE,OIESHINT.11"1/1MSRM/1� 1ncnNE55 LED G EE A �L TIP A D B� r o F _e MONOLTpc CONARETE ES GE LETFERNG LL BE GPPER T�'REB/B H IN �GDRB N E M1H MANX� OF BNFDF� ��c mN1RGL DEN�P SEENOTE a ,F w T S wH 1' AE" II RAMP rzMAx HANDCAP RAMP (EUCO PN M\L P On (ASTM A ass cp O[ cc STEEL N[ SrMBOL 5 ccMP05 D cF lvro [M NTS A SAUTE wHERCHA FIGURE µ11 ASTu A 11 FINAL) NwH CH SIVULD AL_5EFACERR GOTONEA 5 onARE BACOLOR' RaoON OFF V �•I ( LP cpl) \ o ) RAMP TO lAAMPe c ATAT1 NET Ez=EEO 50. 01 N . \ 9 SIGN POST SHALL BE M BR ACK OF MA EEL STOP OR CURB. AANlpAciop SHALL v T .11 LERA1 EM NANCE 5/a f � TRAFFIC DIRECTIONAL O ARROWS e SIDEWALK HANDICAP RAMP, CR—C O (Mlrv/ �rv�ETE 9 HANDICAP SIGNSURFALREAL O W * N75* * NTS* mev,.: �w �.w>,*-m NTT Q 0 ARCAR DETAIL FOR - ioupsEcSTAii RHEPTIO SENIs ITT SPACED PER AISLE EDGEJ PIKE PATTERN 1reAVEL c s STOPS SHALL BE a.Dz DR FSHALL NIT LAMER. E STEEPER 1HAN 1.11 AND LEc1ABLE —NI wIT/ Ec1loN OF O Cf (SE[ DETAIL) ARD DME N a sqs TpAN5HI0N soPES APE NOT To E ME 'ON RM ITZN, U nav[ DFTEc1ABL[ewareNlNcs. - Nuu ErereAMOE�sACONSF Ec TEnTRS ANo BCPo[p 8, � Seal ��T.hmt N qR Conc. Pav't. 6 , 6" J w W Lu 0 OR 0 Q OL 0 Q 0 OR R- u) z Q O W DCAO p IS AMs SCHl srycLL wnnE s,pIPE 5 SEE PLAN a O O O O ANo cu [E,EN11nAT No aEMANNc sEcl oN or cuae oa cuaB oENS cTNi a BE REMOI/D o BE NEAREs aory AONND HER wws nrvs ore 10E .THE PLAN VIEW rveApESTb MSRE�oNO THE E:ANs�ONOSOPE waLu Apaueo oe�oo THE ILE pTErvT TRAT NO REMArvrvc OPTION OF SE-1 S LEE Pi sEEL POST m 2 ex do nt and p- Preformed Jo nt Flller _ Tz Std. 6' Min W � U p of Q Z m LTJE `BIR m Im \.. i 12 '� 5 � O-q" n, wxERE ADJACENT wALn Nc surerA¢s Are[ cOLOrem OR Are[ cONslRuclm N A MAIEp AL R THAN SIANDARU cLA LA E HE 'IT 1 ECRAL E x� LCHT ore 1nA1 ��DO XANCEn�(SAF D ,rAD .IPII TB xmEs.. 8„ 2' p" J _ QAS, H Q f NOTE'. FNSnEU cRAUES OF PAYEMENI N xc PARn Nc AND ACCESSRLM AISLE SHALL NO1 [xcE[U 5c SLOPE N ANv IANU �" FORS L< OF HANOIGT RAMP Ic+P swPlNc SnuL ccNFcpM TD mm IPla mas FATL9 MUTANT LcxT ory Ola SAFE rEuow Op Bp cx pc U)PCU 5. RECOMMENUEU MANUFACTURER: ENDNE[p[U PLAST cs.INC (ARMaP M[) TRUNCATED DOME o PEARL s1REFT su TE za BUFFALO, Nv <soc. PHONE (eaa)Psa,-a555 �r 1 (ttEP JOIN P. '� �_ �"-' co"cRFTE BASEOF 1 u� cuaanc sxAii e� cwnauc=Eo rc coxw�rz m A�wu oe�Ax o-uxuuu couaa�ss Tx sa�xcx a x.soo as .= xe o.vs OF A, CAPTAIN of w �Fw, wmmsE swEUF�Eo_ ,mMs SwF eF meum w,w�x ,x wwps xo=�: xx�N use cx xcx soy a po<ow<vs. m� woss sw� or mE cu rza sou uxs ,o HANDICAP STRIPING NTS♦ CURB RAMP DETECTABLE WARNING Ps (MINI CONCRETE NTS * ,z STOP SIGN NTS * 13 FOOT TYPE D CURB a500 PA MNb NTS ♦ ,a FOOT TYPE D CURB a5e0 PA (MIN)) NTS * z � -Ll o snwcu IEPLACE �Hd or Cmb Rd or and �� 2'. NOTES �o Q� W z 0 o W w 12 12 PA O s ,-o pEMovE PLAIE EACH.GENERAL Edge or PUK. Edge ar PUN. Edge or PUK. Edge or PUN. PLAN PLAN PLAN PLAN 1. For curb, gutter, curb and gutter and {roaf£c separators provide s' 3' 3' 3 3 traction joints t 10 centers sl U UUUrIYI'pl_ UUUI 6 II O 12 caMPACTEO susBASE ZZ�ExlsnNcASPHALT LMc cONCFETE Top of Cmb Top Of Oro P or C—r OI�� Top Of aroma (m x,). Contraction joints adjacent {a a re{e Pavement on tangents and cutter Guth Gut iaiccurve NIL - . INO BASEIRA EXISTING SUBBASE aretomatchthe PROFILE PROFILE PROFILE PROFILE pavement sjoints, with Intermediate to 10' OPPONIO. N.. SUBBASE FLARED END STRAIGHT END FLARED END STRAIGHT END joints not exceed centers. 2. Ends or Curbs Types B and D shall CURB TYPE A CURB AND GUTTER TYPES E & F In tra3feetet"am fuu to zero neignte B. LSMIAMICURB DETAIL ,s SAW CUT DETAIL ,� CURB AND GUTTER ENDING DETAILS N7S N7S NTS ��_.. RN lii(EEI ENHiI I mow. .Mxxw KNEE SYEE NODP BOTH lAPR aA� NOE E°YtEI°�oE' RAD�DT E vz 3-0. E 1/2 N n°. m D CF /N Na ADE ISOMETRICMEW �METRIC MEW x me. g mNCRETE PAN MINNSEE SECTION AA SECTION BB � 54 coxs,Ruc`oN LEFT N El BETWEEN TIESE I MITI •. ' , �\1 _ al a= aRwrerv�cre _ ENR uN DUENSNxs m cea E Nescn aNN eREFERENCE EDOT INDEX ..... eoo'/n^nEEE NOTE ° — PLANMEWPLAN 8 CURB RAMP, CR—A (PER EDNT INDEX szr002) viEw 9 CURB RAMP, CR—E [PER EDm INDEX 521-ODx7 0 FDC DETAIL Nis w PLAN I TYPE "F" INLET N� TRANSFORMER PAD DETAIL (PER NDAE ENEROr STANDARD DETAIL) CONCRETE SHALL BE asoo TO ze oar sTRwcm CONCRETE WHEEL STOP NEES NTS fNNE: PEE-o N7S NEES C7 EX z Vi U ,w„d, T A {..-J �vs7� C,w �owrwnn. 96SwTw eo..w wow xxwx .w mseamvn. _ ®.o.....o:..s..on uA 0 O RE 2 _ e �m CEM_ _ ... --- ....o.v o.v w. ENMEDNENI N[PTn m.n.s.xx ms en.exx ' �o eA xnuAAo..Dx srz aA..xxex wnu neaaxe.xo nea w�x�e. oxo ewer.:a� rm Dxx�v mwow asm.D xnuu.ax o wkA xttuDxc mAax a � Qw TRASH COMPACTOR DETAIL _ (PER ARDR PEAK STET. sRDUM FOR COORDINATION)* RETAINING WALL DETAIL s FENCE/RAILING DETAIL BIKE LANE STRIPING DETAIL N75 w NTS * NEES * * NEES * Q z 0 J J � I Lu O O 00 D J J Q O � H OQ w 0 0 [if 5 U J Q Q 0 z Q Lu S H U Z U �0000P a z, ax�aa,wn, 44, a o z aeo �o„„nw s of � 21 JQ LLB Lu LLB 0 H Lu 0 0 xorE� .no.y , —ur Lu r r voa e✓ oi.� seom..i + a� e w _ H s — — --- H z z � o-- cu. �rrn _TTI nre bb. on Q1 Ll Q � n mr— z. -.- w Q �GHOOP z . °,rt c �c c PVCIHDFE a a eta 01.. in Tale m.e. � msae rn.ns — � m, re- 4 0 sv� eaao r�.gs o. I 00 _ L y a..P moor e o ,zo w n:e xorE n ^N� ., ba.wrv._r rn w J Q zr CO LU LU W W H w wQ W t 5 LL Q O � L O 0 Q Q x LL1 U) PPB C 9 P P S ( ) xo of \ ev-.ne �.o �.e ax �o OEE �� rroPOCoEE �� . x_ a, I 1 r tz ,q 000 �ccaS rmo a z zoo w4 w O CITY OF OCOEE 011 Y OF OCOEE CITY OFOCOE_ W JJ J a nx �- W W W LU - ,,: x.x � ,x W W DO U U W O� U ' O O < O O O W [if U U 0 o � v n 4 vuics _ c2 lZ o a vm. s.a s a x o w N w w \ IlTY IF r El O OEE of OD .... .7 rc _ nrvoa T a mo -/cs sA,x�u�d �E coT. -o vaxv a.e •• •• xx,rea 1[ c a� _ COEE _ COEE _ Ciry OF OCOEE _ COEE Lu Q J J Q w w w w H w 0 w tr 00 o J 0>- 0 0 Q OR Q O .. .. ," z'o of x U - OEE 11 IT, OEE _ Ciry OF - ----------------------------------------------------------- �ess ass _ z 4 0,. o0 C� �Ck E wonaa Ise \ ru �a,saaR ��eqL�``.. 1T .,mo o,. ew nm F w J Q �. ?�� —�h w w w w 00 O H w w 0 O �. 4 0 LL 0 H W D O >- 0 O Q IQ 30 ,..�. i c6 �;��o�P o . ��s� DESCRIPTION: �M1,oNs I mE soumuesnm m SES-1I KNEE IAs mol NR� LEo�NYNEn rONns�ia2asoum.rer,�,SE"L'A'OR,.NGEco"",CLOROA. - -ro wY6 FIG R—M— CAR PgNT OF Ur 1-11CULNEconoSeo 1111{E°GEtwa.EuauCIECOROSOFONANce-111. FLARITO CCAINENCENENT xm PARCELS e10R 98 3 OFORant,.0 NSER 262as vomca. EEcoreos eoat 6s5T. P4cE2 T, vueL CEEcoEos ® rnANROLE POB-PARCEL40 MIELL ELECTR 220-----____ 588 OJ 5E- mFFBolF CESCre BEOPRCPERTYB OREP R,ICULAR2YOE9CR BEO1 REo6TFE areIF— OR°O GE couvtt. �,, m 1228J wER/ur LTY POW s n° .ow Ns mreEEPARCELS: E m. % � '&' ox zxaze P, ROEaP1R c0.oao0a- M1. RA,GE26 Eisi. 0 FNAFA C`/AL`/EL Sox —To W OC NE01 SIA GRAJCE oNr GEE4AROGNUE.YG CAs1 °56 R nO�YYE reROwN r P s z q3� ® wuNO RONROOOR R 0 0 e°' RN IS IT IJG Ysrn sGRnEYORarnAYYER „n MI c7 A, 5 n z TA LICENIEIIIRIEIOR 'wens ati9 ww i3LlE IEII E fIIm e oo crnv coRRuaAmOrnErALv vE o ,A, �p0PAR o CENrRALANGLE �l C, x„ x� a „., ,x. x,REE MISS SOER x°w .,,.r,xx x,,.x.. xmTMw of<sr. JE EOR�o LNEFAR nmax,n� OreNEre oFr P� pox"a axox� "xxr Misr L LENCTI a TIE soumwesr va wENEROFr rM1ENOEm NEsr rra nesnO `/� EASTLVEEN sou aas° EASrALo,GmEEAsr. Ell IN nl YERn CRYrON O ya" I,SE"COIFAR,nSTPNGEOE2 ,IIENORM Er GE E m, s O N�Rm n-Esr, I-111 o WNGm „ soum66m— ES~G GECOGNTIRECOR11 R o EASTEELYRG JG = a a EIS Il11c ALRECORE11001 W .'�' =w• ee IELEnArON P,.ECE.JOPA TM sEASioEaNGE NOTES: CIA CONrOIRELEIArON w C7 W e G 4 COUjjMR-ore ncuuRLYCEscreRE. GFSEGnGR6, IS FOLLOOS n�ax" "�. 111A EERON r urJLEss rsp R FIT STA' s R,EYnR,.R M ACER ..'" .,.. PARCEL 40 °" cGNSE,-1CTI "GE.ErrnREaR'ITl RnEls s,EN,mourmTTE, w v . STRECTEE NY we GROUE. We FOE E,sEn ENrs uNn Ref ( o ®S ova 1.11' EREaOF ERE rJorAe s�ma .:�. san® N365142, i o om S O F O coEo rOmEEa s } y�4 W wry} C._ IALL,1SCRE,ENrsaREMERiNE4sov1ECLEouvLESSOTIIR16IIOEo Uo z �nw �. 0 aOv oFaEe Ner-oRa osraviceoF r..se reer ro. oResao ,. ssuEO Al ME E�oaiOR J ,o...�vs: 9y - .-n •-, „ LEv remeENTa= OR cuLTO L"ocaysuruER ERu cEs x o N19°4211 S':Y^ e„ ."• E..RCE.as Ea Ja a6222aaao6 a6 oa¢ o ut U f u,rzo J 25 32 —�w r� a2zsaum, resucE2eEAsr ORANGE rrcano svowv nee o Does nor vre�oro�ravuv��rneo warn cs � EN, °;.AGEMM � i o z xxx xxx. ,a ncNC,ELr oEscR EE V06°]558 W P� .°" "••' .•�° ME ""G W ro O ]3133 ... ` '.$ Dot• a-126z.zr Z R-JJ6.19 '" x Esr. JE OrsAOsou ,cE OFEIRT wrNErs of rnENonrn Sa o 'e '. wEsn vERu, sou Esao rcaocEAarev,Ew, ... " ra of rM1Esoumaesr ra oFsecnNSFO Ennc I ,FEE',, A ncno �,�w .a ra6a as " JE Eura,osm ooaa EEs FLErnEE°RED Ev ,auraoEEEEmecrvO. �.m CB-Noo°zs29_ " .nAOE occEE cu EEN 81.13 14 pR 39°262011" 20^90536 :vx C M..R51 J9 0 E WTF EO,sry Jo uNo EA VEe ox \ec - - .. JCH O: LOG°TEOEXLEPI. J s � ON cH laorz '� `� aooeo iXNo 3v.o9 11 ET m PARCEL 46 a-13851a ati,,,...- nR.oN.srn,T.YaE w<YEOENOETHL�NENooC w" CH=316�4'0� A��,` \ va TM"'�`y^ m✓cgxss JEJUE w[ DAR COURTAIR c..RcoRR ocaEE Roao. �Q or ocx� a.x,ox. awo Ixa _ rem Ol°co o E4SiAL RR 9. mEPECPERry NASACCESS iO mE PP!EO PUBLCEGM1r OF ` r ,'r{B556°2145E S00°49'52W ,m E. �,--15459 OmSSUrelEV UOES lOBEF.ECi lore UE,ERn NEO IlERSNIP. ,NJ1°1320"W p=130658 5O.JO „ , e� "' V891322 W.n V891008 43212GICTILSEwt.Ess. TIRE IA ll NE Nr mn=n.nOEICT FA 1, N LA HOOD AVE. �1.11 � ,a,,�T IFFINE afar as of w s _ "R"IT nnc.avo MIA w.®•.. - osvowv nEREOJ. FOB _..T ,W _. nc EJ PARCEL46 A ., 599 1008 514.23' '•' "' '• s89°1008 513 4 y i vE w .m ..., .,,_.. 560 D (TOTAL) xa ..Ip x ,u� ro oFT6o, naaE ��- N2e° voo°49 szeSWAY 1UMO`F`Rl`T14YCONrR"SUP aGEmr-s.v u R 2o.C126 EEv sEO' s. aoe. SEHO[TV ARE III AINEX wn-eau, - 20.od... r _ L recnraE,v ore os""I 22FrroE noro111111 WEC BEGINNING IF ECTMEE rE. ECE<s sE EREov. sNE,r NEvrreo, ESC. ua o0 ,a s. ovnos conr, ,Nc rxs4rcaEs rs ays6e sowEEE EaP mss r,Nc2 fCOl IIICF.L L c ALOANo N 9.. 2 0 o w IEAIEI ICETN SCO4R L n - f 'fir--r-- ARTIO OR oauMEJr.. marrn,rEEcomc oevr,mmE. ours, stionJ EEEEGJ TITLE INFORMATION .... .,A ..� n. .,� .._.. .,.. .. m.r..i�, Yx.ER CY,u, oaY CERTIFIED TOGNoIIP �e aJ .a@sacra,-, o—exas,xrfi LA.,"Axs6w 11 re- N� .. CERTIFICATION: S-12Ii,11Hx ... e,em�....— x,2R,A ,Ex�:,A- a O A., Pw , ",J° x" "x" xPo 6x E.r, w111 a.E"„m,xro<sNs<a..rN«axa, N,,. Ewresu.urro m2o27E.oreo.STRrures: �;m E.,wxaaE,,,c�,reeoa,xa" xv."noN6m as a,a :axan a,2aau°va a om 1 ccaoua, We 0 MATCH (SEE SHEET 2 ,' °: R.. ..a Ew°re2 r E.,mx"rM1.mrv�,n- OF 1( _ �x.2 DESCRIPTION NR1(APARTMENT HOMES) DESCRIPTION PARCEL NCA(.MMERCIAy Nonnwestt/4mtne enwnwes t/4 xga-aaras xe �,x Nennav ee H get et vuav axxg, rate N. eau ntn, vage 011 m the vxne uecems m oaxge 1—ty,reLaa,tneto ew xga;: DdcdHE'DldIfo�F the Hh" skI theoce Nonn dote of2300 feetma Nonni ce Nonn a9 a9 o2 wes,aasaxce ortoyos xe, goo / heare Nonn Nonhwesedyaoogs Norms pomor cxreaw�e oracxree coxaeem des a tm as xs nteetmapommtax ce of DESCRIPTION PARCELNC2(ODMMERCIAQ IT otf 1 P63��s ree9�o the voxlvT oFxeEe NN N%'tnexee eemxxesewn 00°n�a3°wesaexgsaaEas ne,a asrzxee H23801 reel to a peat ex the Nennedy xe er Rg- eNo 1044 -0cre a eoce Noth 221730 Eas,aasaxce oftt9.15 reel, theoce sown e East,aasaxce of262.3Tfeet, meoce south e9 astaxce or2oe 9e feel the POINT OF BEGINNING. ` Pu' aoog sa eo eel map to way xeo oxmv RH r gm ofwav, ounty E;yresvav o-o sunev Prefect No. 2,3031hexce Eas g v g r v aastaxce ori5 etmthe PO NT of eEC NN Nc. nw-wa ne six vg an g he v Ocoee ,o g y, oraa, eoorz g t,34 aches (6810 q seep, 00 o m oo aoo MATCH etway,a led access eoxae eet,a Nonh sn 1057 cema ease�va teewaySaalaoas more ores feet, theoce South 6-639 of5t. to the POINT OF BEGINNING , own LL L/.f aasaxce of tun.fn a ar (SEE SHEET 1 OF 2) yaia lanasstu a ne Omee,O oxaa, coxta 90aces(1F'3, q ee9, mo,eo,less Sad laoassw vg dod be,og the Gly of Ocoee Ohd ogey FIoLdd cool —mg 3 471 acres R5t 203 squeeep, more ores. DESCRIPTION. PARCEL sc1 (comMER AL) asfo ows. oa weooe, wes g oon aoa Careooa Ocoee RoadS, he Soxthwes 1/4 ofsaa SeaooS, g p c v screed 1 u'Cy V89 1008 V ,432 lY ,°„ �*\ `• t �""�4Te camxm ecnt,e (R teem) w.:A, ee N LA HOOD AVE"'d �m"'.ner. POR�_�.... w — Ge ff at Re,ohds Book 9816 Page 8120 of sa,J Publd Re—ds Iheo,e South 49IMP2 East aloog sa d e d slaoe C III lb leel to a Do ol do the _ PARCEL46 W v 599�1008 514 J}'-, "� `^^ 589°1008�do, r a ,y 660. 1J CCN ._,. 4�"ci'8 ( ) '1" Ira the3 LEGEND 4 •BBREV •T CNS s0 C$0 ,s...�v. N0004952 Ehav,og - P a hadhs of 1P `�G[j7y a FENCELNE Ins NOTED) OVERHEAD UT LTY 20.00 „•,r w.el -I h a ( FRE 11 IINT p GAS METER mwn �a�in w "' ""' " naretlslanc set, thence A239A3 West g g ne,a tlslanm 1 m ■ CAT" Bn5 N ® STORM MANHOLE o e ry . xa in ox/ew eo vosrem �I "� t Ct of an e Coum nn ]. es Ae 19s uar !e et m Sad g the y Ocoee,0 g y, Dora g (3 F q e ), ore or less z po 56N ® WELL �• raM 0 a W r 6uY W RE o ELECfR CBOx "' p DESCRIPTION . PARCELSC2(OJ MERCAL) M Apotion ofiM1eeoxiM1wesl t/d of on5,Townsep22 eouN, Range]H Easl,Oange Couny tla, aM1eollows !Mayfor c7 W e � o W00DPDWER,DTLTVPDE o VAULT rw"o sre „. -•• L L u he palrat des,Lek aOcoeeHoaayngntneboutnwe t/Dot abedon5,bengmorepancuaryaesabeaastoows Re w E ® TRAFFC56NALGOx aw am m.x cm Le tern maaW .,.` .- r - pg WATER VALVE ,an hddx gfee�eot oot P ® DSCS R DW�CAP FOUN ON RO W TH DS STAMPED LB# TVP 0 wuNDIRON ROD ORIRON PIPE as CnV nrrmv "` SHOWN u= ..... G 6• ..If�h 65 h IN uas_ titeettoafe PSM PROFESSoNALsuavEvoR&MAPPER ..,, as �� f " IF L L a ou "��, m 30. to the PO NT OF BEG BEGIN NG. thweA t/Ao too 5, thexc 001]S3 West g tlEasl ne,a tlstance of 2� H K �O IMI MEasuRED eaa anasstuate ,more or less yng and le ng n the Cty of Omee,Oange County, ontanng aTOa aoas pna yea square feeg } Lr L LENSED SIMEE IOR RIP REN�R�DCONCRETEPIPE F °,m .,. vi im.a 11 w > w/^ NI CMP CORRUGATED M ETAL PI PE py, k DESCRIPTION PARS ( ) V 0 �NTRALAN6LE I ,� o a. L �-weA,/der C ,. ange[,ounty,For aa, togetherwiha pon er n A ponox C Sedoxs Ia ox ottn g t y Nonh ` Fe-wa ter LakewoodLalewooa wexxe vxg aox5le�xg more pan cxa�v aescreeaasro ows � � NO J R RnD us L LENCTH Sa 3 COMMENCE at me sowewest eoree� ofine so OR > z PERDESTRPTDN G CD PARCEL 4 ° "I �I ,erPa,ee6-t6tR g n Do W CHORD GEARN6 IT HDRD LENGTH Doe OCR RAN6E�DNTyREHDR� FFCALRE�R�GooR _ ,... � ... .... 47 AIDED 12o nEg.T.(- pl li °' ae 1 GO d"aotheI TO Z 0 a „oR. s.sD SPOTELEVAT ON ...� �- e sk oL _ w O NCO •' 1ss CONTOOREL—TION `" `", „m„n 'F ax toeo m O N Inoa I a e dt TFS Id al ' xmax osz �I tM1 wZ NQ w o u. r ]0 Ii/anotihe No�iM1west un �xc or e,ssrea ecwxa w• °^ ••.- ..a =,d• `•'• .., Y I II mn .mn I No west t/4 of saaseno fe onM1 Lakewood Avenue -a— of 23 Sa Coate yoga g. the Cry of Ocoee, Oaxge County ootanog3. es(t,4T/,336 q ep, more or es. 3 a rc Ed w w x Y a .. a v r cr O w N wor. ee w II 'o a of w � n a.p o rves as oa fnoo .^.,° 18904404E Do 00 n -I ..L GBGGP FULLERS t'" eS— _ { POB PARCEL4 P7 T ao"Do- s e ml T T ill XLI eema xae NCO .r � re � �Irwu Z� n ._..- -.,,. .__�. ,.,.- n• -- -- � -,COT `-- - --_ -. 589°4404"N/ '�oRw- -• 1286390 J ` ____ :. •°v "K Ocoee Village Residential, LLC Ocoee, FL M .:--aI era LANDSCAPE ARCHITECTURAL DRAWINGS 100% Construction Document Set Issued for Permit January 30, 2020 i�� • c CONANT & ASSOCIATES Landscape Archftect re & Site Manning • 120 West Robinson Street • OrRandoo Koriida, 32801-16717 • Phom 407p 648-2 www.fosteirconant.com L-101 /1 n-4 Redo MUM CONANT &ASSOCIATES wweLeoem�ema Q1udq Wogd�8fB01-0p9 Poe- (m16L]]N OCOEE VILLAGE RMIn—u ur OVERALL KLV PLAN L-001 OE ERAL CONSTRICTION CONSTRICTION LSD AND F IM BCFEDIA.E �. «� o � «.� FEE � w E of ��rza R r.�NrEraw s <.9m <��Es, � �E�� TOR O.IbN4TtlCT®AID NSTAl1ED IITLEBS NDIED OTIBIWBE. — _ _-- _ __. _ _ _ _-- _ __-.. _ - __ NDT@ALL IfIECPCI�,f4E AITli'pi OWlEIAI4MVED ISHAK•IAL®B OTEHNBE NDTED IfIiORl. /� �v. ABBgEVlglqlb I DIlAWIN6 T�IT�l �or^ wr wraaio�s rrea L vancn ®—cwsawricwsirvisw cu�cur LHu .. PT Z� N �y—.ursmerrt snreci 11F ttPlca� �sreer vu�R l ��vvw CONSTRUCTION LEGEND NOTES I. CONTRACTOR TO PROVIDE SAMPLES OF ALL MATERIALS, COLORS AND FINISHES FOR OWNER APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION, 2, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR OWNER APPROVAL OF POOL OE51GN, 51GN4GE, WALLS, COLUMNS, TRELLIS, SHOWER, C 1TE5 a FENCES (VEHICULAR AND PEDESTRIAN), PRIOR TO INSTALLATION. 3, ALL PAINT ANO PAINT FINISHES SHALL MATCH THE ARCHITECT'S SPECIFICATIONS, o a Q = A CONANT &ASSOCIATES 1m,vwTlnely-nlll-a OhMq Nogd�B,MN-ffrf9 PLu- (1m16L]]N OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, FL FINISH SCHEDULE & CONSTRUCTION NOTES ""°"i;EPLLme'tAIW L-002 M�� al"'Ad Ry 1 VA 'Redo me-mm CONANT &ASSOCIATES 6E, OCDEE VILLAGE RESIDENT AL, LLC al"'Ad Ry 1 VA 'Redo me-mm CONANT &ASSOCIATES 6E, OCDEE VILLAGE RESIDENT AL, LLC Ell III 4-� 03 161,jorra MfNwl 'Redo rMuml ......... XT _ CONANT &ASSOCIATES OCJM VILLAGE RESIDENTIAL, LLC OCOEF, FL HMD5CAPE PLAN CONSTRUCTION LEGEND lBlivirz, &ASSOCIATES -CONANT _T I-- I OCIDEE VILLAGE RESIDENTIAL, LUC OCOEF, FL HMD5CAPE PLAN occwo�z� 77 J) ;7 L-102 CONSTRUCTION LEGEND I -111 --- T- CONANT &ASSOCIATES ®- V-1 -T 6ET OCM VILLACE RESIDENTIAL, LLC OCOEE, FL F DSCAPE PLAN o ill glIlIg -11'r jga!?j 'Redo MUM CONANT &ASSOCIATES OCOEE VILLAGE RESIDENTIAL, LLC OCOEF, FL HMDSCAPE PLAN L-104 170G PARK ENLARGEMENT SCALE: I' - 10'-0' n POOL AMENITY MATERIALS PLAN SCALE: I" . 10'-0' 9TYlOL CCN9T-YCTICN 79C-IPTIpJ oT 'TE 1-11E1T ® `"sueATT�oN RETEPAVEMENT oTS PER o �ISTRI�T oE��T1 � �oLl�l PAo RIII-E R �K 0 © P A"°N w-RAILIT oTOP 0 TAIN o I11T111 FLOATI, PI -ET «E GATE ® E — I�sTAll s NT o� PAR ED ��E o�TOLL o� ROR o STPLL OCG WP.SH M oMWE LND IN5741L w«RI- 0 o�P,� o I��TOLL o� ROR TR��N o EOR� BE�� E PAo o _� � �� E s��M� �oL Ago o �IOE ono I R11L R o �IOE ANo I Root I— 0 IL,E _p I��,AL� Pool <TE ®—E-112 w1- -BETE E— o _ A .1p.11-RETE e 11E o T.RE o -IIDE LND IN57ALL TILE FLOOR- 1 FIRE TAELE 1 POOL AMENITY DIMENSION PLAN No INITIALoE�R T1 osEo � ® 111 G Ago IN6TA-4 ARTI1I11AA T o T 55Q GRILL G0JNTER _—.1uu,.1 =,nTI�Ea s e�Ro 0 0 E P q� —I IT. o EIT111 Al HRP I ENT o BARREL GILITY R s w1oE �o 11TE B o ® ovILE — 111TALL —111111AL T— SCALE: I' = 10'-0' I��r, CONANT & ASSOCIATES QYdq PI-16 J]!W-0W9 �- Eo164m6 � 1m TSET OCOEE VILLACE RESIDENTIAL, LLC OCOEE, FL POOL AMENITY HARDSCAPE PLAN uo.: D5 caae RC ""°"S�aFRLIPS.DLLs 77 7. L-105 DRANAGE/GRADM LEGEND e TYPE 'A' • ZLRJ 12415-5 DECK MIN LV SOLLARE GRATE MTN COLLAR AND EDDY AMEMIRLY) DR OWNER APPROVED ECiIAL TYPE 'B' • 'LIRJ 1,1 SNCUER DRAM - 50WARE a GRATE WITH COLLAR AND EDDY ASSEFEILY) OR OWNER APPROVED EC W AL TYPE 'C' • YARD DRAIN- YIDS' O' SO ATRID'1 GRATE III WITH MATCHING D' SO CATCH BASIN fmACK) TYPE 9' • NDS f4' WIDE>'SPEE D' LNANIEL DRAN MW WITH WHITE COLOR DECORATIVE WAVE GRATE 153 AND ALL AS°..OLIATED DRAM COYFYFENTS ITS. ELBOWS, ETC.) OR COWER APPROVED EMAL. NSTALL CHANNEL DRAM PER IMNFACTIRERE NETRICTIONSA 5RECFILATIDNS PVC DRAM PIFE, SEE PLAN FOR SIZES —_ - _—SLOPE EFEAK DRAINAGE/GRADING NOTES U CONTRACTOR TO VERFT ALL POOL DECK AND LANDSCAPE AREA DRAIN LOGATION5 PRIOR TO INSTALLATION WITH OILNER 2) ALL INVERT5 PER CONTRACTOR 3) DRAIN PIPE TO HAVE A MIN, I.03N PITCH 4) LANDSCAPE AREA DRAINS TO BE PIPED AND CONNECTED TO 5TOR1 DRAIN 51 5TEIM PER THE CONTRACTOR (OR PER CIVIL ENGINEER 5 PLANS) POOL DECK AND OUTDOOR SHOWER DRAINS TO BE PIPED AND CONNECTED PER THE CONTRACTOR IOR PER CIVIL ENGINEER'S PANS). CONTRACTOR TO VERFT OUTDOOR SHOWER DRAIN CONNECTION TO 5ANITART OR 5TORM 51 STEM PRIOR TO INSTALLATION. REFER TO CIVIL EFIGINEER'5 DRAWINGS FOR STORI DRAIN STSTEM AND 5ANITART CONNECTION 'IF REQUIRED) 5) 2% MAXIMUM CRO55 5LOFE FOR PAVER AREA5 FG= FINISH GRADE TO: TOP OF WALL T5= TOP OF 5TEP5 55• BOTTOM OF 5TEP5 TC• TOP OF COPING NOTE REFER TO MANUFACTURER'S Fop INSTALLATION- DETAIL INSTRUCTIONS SHOWN FOR REFERENCE RECESS CHANNEL a FROM TOP OF CONCRETE. CONCRETE PAVERS, NEE CHANNEL DRAIN CRATE W) A kM FMNF CHANNEL DR DECK PAVERS, FIELD GUT AS SEE FINISH SCHEDULE PAVER SETTING EASE BASE MATERIAL <IF APPLICA BLED REQUIRED [ONPACT[D H I[ ' x 3 %" 6RICK ❑ �q. NDM. MONOLITHIC CDNC. E➢GE SPACE➢ @ 3` O.C. POUR TO ENCASE CHANNEL. TO ALLOW FOR CONC. k3 REDAR x II' LONG. TO UNDER CHANNEL WIRE TIE AT REDAR S SECURE LATERAL CHANNEL MOVEMENT @ SRI CK LOCATION TO CHANNEL LDCAT]DNS. (DRILL RULE) To ARREST VERTICAL MOVEMENT. CHANNEL DRAIN REFERENCE DETAIL n POOL AMENITY GRADING PLAN SCALE: I' = IC'-C' I ~`I A) MUM CONANT &ASSOCIATES Qf-du.f5ogd�8W101-f5f9 PLn- (1m16LYN wrhNmm�uRml PERMIT AFT OCIM VILLAGE RESIDENTIAL, LLC OCOEE, FL POOL AMENITY GRADING PLAN °°^ `PSFRLIPS.DLLs L-106 WPLKSEE FL[W FOR INISH —IUD CONCRETE WALK SECTIONS SCALE- I" = 1'-0' cHEouLE �Ir 5lalp 5ErrRG _ I BCNp�u erL�E Fn✓Isus �wrtH oRr� pTo pule corc.roves A erase u1P.hRL�E rLEE� s,¢rpape MEERS� � PL ` POOL COPING AND TILE DETAIL SCALE: u ISEPL wLYME �gANp Tp NA ° J e° rE FI—L EH IYa pETPILS � CONCRETE JOINTS r� SHxK PPD uN ER.A �canF Ep cRwlEp SrcNE IN1EFvcR LILE _ conPAcreO sue�RnpE (pl O carmKTEp Su. — Po ITH 11 All I All ,.L—p P��ErpapPP�Rp p p TH r E p r E p n ADT— sIW,EtT F- ,FNT n BUTT- LO 3— PAVER DECK EDGE DETAILS a rHlcK oPa wemN aT® IN. S,e BnseAIF LRErNP,BNeACK.59rEnTM P EIT .YNEpuLE © L. BAR INSIwOw+IT[9uLE ILTERIAMC rmvJ�€npe PAVERS, CONCRETE BAND, GRAVEL B SYNTHETIC TURD SECTIONS 111�11111�11111j SCALE- I z I'-0' P�TaPSE� r p coNc. TmPOWPt S'drlcArldiS VEHICULAR PAVER SECTION I SCALE: Ill" I'-0' � PLL SJRKES aN�p �rz cN r,rEF cN REFERENCE IMAGE INSTALLATION DETAIL POOL SHOWER '',, � enuweawp IN ETPIL WLEMIO ExPANSGOrI Jo � mLunN � a cr.EtE SLPe R 1 1 1 —�Eo SCALE: I' = I'-0" .012 ELORIOA.AGGE551BILITT CODE FOR 3UILDING CONSTRUCTION 109 OPERABLE PARTS 10E GENERAL OPERABLE PARTS SHALL COMPLT WITH 309E 1092 CLEAR FLOOR SPACE, A CLEAR 'LQQR OR GROUND SPACE COMPLYING JITH 3SHALL 5E PROVIDED. 1093 HEIGHT, OPERABLE PARTS SHALL 3E PLACED WITHIN ONE OR MORE OF . E REACH RAN6E5 SPECIFIED IN 308E S09A OPERATION. OPERABLE PARTS STALL BE OPERABLE WITH ONE HAND INC SHALL NOT REQUIRE TIGHT iRA5PING, PINCHING, OR TIUSTIING OF lHE WR5T_ THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL 5E i POUNDS (223 NJ MAXIMUM, 5HOWER, 5EE SHEET L-105 FOR LOCATION AND FIN15H 5CHEDULE ATTACHMENT TO FOOTING ET CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS AND 5PECIFICATION5 PAVER DECK SEE PAVEMENT DETAILS NOTE: CONTRACTOR TO ORDINATE WATER CONNECTION NOTE: SEE STRUCTURAL DRAWINGS FOR DETAILING CONCRETE FOOTING COMPACTED eUEGRAOE SCALE: I"=1'-0' 161'1 ,, .��!A- M CONANT &ASSOCIATES fmweir�ema OeYNq Woad, 8M01-fq9 Wei WW ddLZID wrladmatmm — OCOEE VILLAGE RESIDENTIAL, LLC OCOEF, FL FIARDSCME DETAILS "" I/13/2020 AS 5-M xo ^'AAGL200DWG e DOG WASH CONCRETE PEDESTAL FIRE TABLE INFORMATION DETAIL CLUBHOUSE PORCH TILE SECTION 1 .2oo V SCALE: Ilt" = 1'-0' —1 SCALE: Ill' = I'-0" 1V SCALE: I2' = 1'-0" L EIA VIPs EEo Po o RP& R uNBERIOE GF RAMS BortcM RP aWEL � pN�osr��EE - F�i�N15iWJ 5�FIEl'a1 wLWmL SEE FlNIEH� - w+EOULE CCNCRErt BNLB WL RPO corer�rE Foor NG oETPL c e�� YY COMPPGTEo 51gGRepE OENiRANCE/W LENGLo.HIr� uNl£ BEiAL OIXR[PCa 91B'V pllw P15N 51GEa Wlt �B mJ POOL FENCE DETAIL POOL GATE DETAILS DECORATIVE COLUMN SCALE: I/2 = 1'-F SCALE: 112 = 1'-0" SCALE: I/2 = 1'-F o�RABL��M��GA�U� E��A�T�lbIA� IEE��R �A�L 1�s-1EFmRA , �=�.TEI BwIT�LFI— �__p =��==E ��ITII � �1",1 B R B wELI—ITER—A-1BPIw�IIIE��r FIN � S�PJE Eaoes� B R o RT �rA o11W BeW �10 0. P��oEWAL R �oE rIII WRA oEW , ome ��GE� �rEoaA�� R ��ER� � - �\ wrE FRmE e �o U r11 w aL WKL eLccK oEPrN B a wmeR=1BE a RPILs EI pEB Posrnnumun of e' � � w��PR cone ANB Greur IN �RLamra.q�n PLPCE wmen sNRNc b _m RAL ucNcoures au ro sE m m wPLL.REFER ro GvlL s� wwsPN IMM SImEWPLK SEE RLPNENL WPLER LEve � FN SU S;uEDUL£ \... oN Ai ` INE r,ra°LAir;rs un� uwcLLsrEPPNv a+o Er111,1:"uwu�"L�`III LL sr� �sER� 3 NGs of RPL Avo wALL reLm� GOLoa,wm ELF TTPE FOR GPOOL FENE ATOP PONRETAINING WALL E BGYG T CD SCGLE112' = I'-e" ACCESS cehw PREFER PnroT.a� mlTu sew-�Losl Pain wRowPeE �N PooL sloe- roLauwLruePL,wv FN Esr-�RnaNu=ac ER___ ----xLL.�1F co°NiVR1°oc�T�E� LEo __ �E:`rP-ER cocesl�me T. It.' '. m © NmES rs rMx�LA 91 � o�liWS �R Fomis EOE�P� I � 1 i L ]ml wR PooITICNPL woE GLASS RAIL POOL FENCE AND GATE �o wRn�rsoPaL III -TO INEr —TION mLone w AVEL PR`wNs "vuss�iL OAss RPILI�NG WILL Pcr As � r£NCE ANp 8 R Base a nPXD�oRE nAWFAEFLak£PE wlru oPeNnrt PeR F�L ccOc1 auRER SCALE. 112' = 1'-0 e� LE RPGK r RETE RACK DET,41L81�11=111-11e =-_--= SCALE- 112" • I'-.' iI s1 ~`+'`A� Mor CONANT &ASSOCIATES Qf-du. f�ogd, 81B01-f q9 PLu- (1m16LYN � wrfpMm-mRt� � 110 PERI"IIT SET OCDEE VILLAGE RESIDENT AL, LLC "' a5 sl-lolw "�m`TaaGL1mIAW.a L-201 NOTES: NLL FENCE MNINAT i0 BE WELDED T5 TO FR AND BE TII&�L—IDEI OF WELD5 FCR PICKETS TO BE PLPCED ON UNDERSICE OF CHANNEL RAIL5 DEDUCT ALTERJATE: CONTRAER F SOFASHOATION4O FORAPPROVAL Hi_BLPCK VWn CHPM ET OLLNER PRIOR LO FABRICATION A^UJ WSTALLATION LINK atn.DGCTE 3 PARK GATES: D5 WIDE X 5HT. GATES TO MATCH T£NCE WITH PI/FPT PICKETS GATE5 TO NAVE 5ELT CL051NA HINGES AND WTCN HARDWARE TO MEET ALL ADA E1D4. . GATEAREAS SHALL 4AVE 2%MMAX. SLOPE PNp V 5¢ 11% ARALW'II— HPVEIBMINWLL5IDECLEARANCEPERCODE POST WI14 PWi CAP I" A N X DELLUnNN'I PI KETS WELDED i0 UNDERSIDE OF RAILS 1'SO.—ARALUMINUM oP AND BOTTOM CHANNEL RAILS MECHANICALLY FASTENED TO --I a g 1' S1 T-1 AL. — MIDDLE CHANNEL RAIL YIECHANICALLT FASTENED TO COLUMN5 I" Sl NBULPR PLUM NUM OL PICKETS WELDED TO UNDERSIDE OF RAILS !. FINI5HED GRADE NO 2'e MAx. GRO55 SLOPE CLEARANCE (E(dIIREp ON WLL — SIDE OF Wrt DOG PARK FENCE AND GATE &RILL COUNTER DETAIL L_ SPI�cKEf5 E4LD iO GpTE DE -EIPR TOP TLI lR UNOEft510E 6 RAILS � A= se apt � LAeLrTA e6`P Pi PN SLIOE 1—FENCIN. ccMP AA IF THEr MEET All— I—ITr . 55X5 PO51T5� COIu^�1E FOOTING BNN SNGRAOE � CCNc E�rNGE �.. R EW,PPCTEW 5& A. ELEv4 oN SEcncN PRIVATE YARD FENCE ANSATE OPAQUE VINYL FENCE R(Add Alternate Pool E ui ./Irrig. Well Screening SCALE: 1/2' = 1'-0 SCALE: 112' = 1'-0 5CALE: 1/2 • 1'-0' _—II — —III vReo �ccnFperzo ecRooF 4T crww T,-1;F,. prr-cwp�wca ro cmasreer a� �-m npx r.PoU L 'TA cpeIPTsm ee rlwsu r.R.mE caeFGrE rmru�RaoE R GRILL COUNTER SECTIONS &�ALE:1 1. �atanpla�Ponw te.Xnan'dna bmNngantlan�'rede. A. D. � r�,�9pp'r'tne�w' . ICI I'll- Ia, '. S. Nmnabrsrmaarai�ena�a1,E,iidigsAClintemat�enaXAmenaanCI 1. B. Lumbe, S-11111 Pl esnades 1.1 boa a—: .1th 1,— —1, A II, IIIIA 11 11 m .mtenr .c.tl. retdre rem .esa 1 mrffins er.MµYgtf rent 1h.1 mum lease no type, with vnat 11-h ipg o aOsner, l 11 IT I 1—Till eq'Iremenls'�ncl3otand brewgq to acnia.e dewgn requiwnenls, in ecc.mance „nn biliN.flOnn.oik. Snore Or Nlm,lFenf.mnv.rk Nubje 1. resslr,I �.nseuctlon bads. pM' pr W' fo ea o, Aae�tt"s errNces efentreeted lerme..kb Nean ware.. Neap "eNNces pared p�rtotNNcement'rPon'reb. R.t'eNte and aeon pI.ce ibms ln.l,all be ma di ecp ml. �nwete. a g g 'nwete „Ork. I.R. lhtsuppons fastenlnes,..ages. N. ana Ilems a I,aresecure .fully. or Il l p,,I rs namme,�. m.b agaln,t flnl ENo 1S TION ox to oo 1.02RELATED SECTIONS 1.f A Ill ace—1-5151-1-Spewticen'n br oebne rtd ana PINi, eietSteel ears N, CO-1. F.CR$nt't (Nng)-Mandel.(Stanaartl Freaicei C.nwete R.W.rwr,q lt-I se U. 1Ily. ndih �lprali IilfbIwnalst Jana accessones supplied C, tn�s prOOlea meet no aertormv ldtnre aece.n in—.rdance „nn CRSI 2.11 REINFoacEMENT e15I,. s15nf Creae 50 (azo. iceled on me, tines. 2.1 rem(' acmmenm wnn CR5l Iona)-1dNnual Ot r——Itient ces not inairatea On da g point'(minimum 1.11 Is Ieiposea toV eratner ornackeil'n h. 11 h:ll'ws.II l materlA. im mixd mlAh la-1h,paocadules.andfinlenas�n ornament concrete Shlp pi I—Ing 1.13¢VInLITu 1551RnNCE be ales= 9s . t. tlsupporL. �Ill ASTIl G 91ee��t�enmtsrmamai ceCmill-rtnless Ie t. by to regmremenm or IN., 1. n.1 pa.Ing, pm.ba Ih (2)semple pane6 a1 s1l o1 aeon pattern ana mNledNl n, ompN v:Xn requirements'fsealon cal000. A. 1' 1, wnn r.,,i m f fSe1i.n Il11. Sc. Hy All. AeTMec sl STn C33. I Ill I Fvp 21 aP'olnpTUREs 'tdcm ' falmc0 cOfc. nd Retarding. 5 vp N )p p eietimbale lnal wllaresalr In sobbla'nlOrlde Ions In e.mss 01 t by v:e)ynt.1 w lnt 9 npe you Ptl consrseng of nonmetell.aggregeplcetl'n.t. CONCRETE DESIGN! a. t..l.raamanl R.u'. Ivlaalmcm41 p .e , "leynt A. T.nsll Xlbers: I.Nl Nm AITM 11. u vON Ines, levels, end dimensions before preceeding wltn „oiI Of thl, sealOn. 1.12 aREaa.R.ATIaN 1. vellba tnat forms are cben cerore ep*Ing release agent. B. ent.lf.Im tlavlceswXn ere.tl'nO('oncrefe l.rtnworkantl placement of fort c.1-11,p1.711t,l, p1 Na mn're r I. 1 y 1 n "b.l brt.n a, ppki I I l y e In ill thIn p NOdure rHnf'memenrcelnsarlsLIarersipsle s, end form asorslrpuetl'17.In1 ae.la G. p p cn Nlck joltil r. ennalntelnleewra 90 ticonnrem placamenL Record aare�b�tlon, quan—tity, air mmpeatura, and /.. pis .d.l.ds, In'I Igtl hM.slmmealalmN elef remwing ms,ofk test ddltl'nel ing snail be borne A bce c.poscaclk. ce .ttteel lb D. ass tllrealOn ofTART 1 1,111 AC 301 1.11 p biiN of airceren1,d,,I, enddlmmmp1'und, antl m.btmeretelnlRq Nbe.t lnN,dlna ...oe ve t� ilq Swnelsn.—Illurer'sdsealed p. g g. c1u g pptiean.n instlucmns. I'd9 n c p �me nted 11. B bd.1a'r�R.tab1s.etAST. S,1,. a.ART a - Ev.EcuTION g111,p'"I.apw'l"In, pO.ndlnoe�bae�..Xnmoe.to.terefaleatmalo.e in A. re tl'.r"u 1—In accordance v,Xn 11111. cod 11—b—. putl. A,o, -.Ind manufaaurerslnsfmctl.na In one A. af..e A In englnenering9na drills and�allingseI .Ithst.nde'ua sal1.—Indlcet.do. i e -Ina B. Stnmdnal Red'nnance P Id� nandA—d AVI.—AingwXM1 requlreme fft most TTempemture Cbanpe IRNnpe): 12o d�, F, em 1- 1e0 d.a F, metedel some 1.1 oEFINITIONs A. oefinni'ns in nSTM E5951,nilingrelatetl terms appl to tars sectio, e, p rev:ings:snw: aemlb'ffabrlatl'n and lnstalbtl'n for each type ana materiel of Handal n l pe 1.1 —sentples'feacn dlstlncW dlnarent aling member lnclud... nand....., top rolls, b.luatera, plckel" ana Inset.. Include semples'ffiNngsand breckela X requested zlnNude s.mple of Nplcel.abed cvnnealon. A. t mtna 1g. "mbar. labrmau'n ".nodule r,Ith 1.07 COORDINATION .��Mo!- CONANT &ASSOCIATES tmw-Iraem i-107 Qludq WIIH18f101-fq9 Pllu- (m16L]]N � twrlpllmm-plum OCOEE VILLAGE RESIDENTIAL, LLC OCOEF, FL HARDSCAPE SPECIFICATIONS "� I/13/Bdlm tim�LLLKL2m5DLLK wlln lnlegrelnanlnoa1all l0 be embetltled�Insmne rele olmasonry5eoell,er spcnlems�o Preojecl Ain binflmol'rinetallatl'n. L-203 pa ,mV.1.1r�aota�Inefthefwe g p dea,n,nmwpeandrea.r g A I'd— marl free rrom pinlrxq, se�ea umta. roller mans, alalna, alamloragena, ana erne, fieael ;"°stamper awral Plpe anaTinbe22Asi11A�aba 6A allq 5o�-Ts. D ollenanaaHenasForgings:ts�.sT�nas aT6 e61ba� s18Ts. g 1mI NpA cnnskung nrngn tenmla aluminum;magnemum awy sllcbnfltnngs . NoII5hrink Nenmatallk croul: P -mbea. le - stalningl atom wmentleed by eLL manufacturer for ast rlorappk.tlorsotf type—ItRAtllggrlosut spaacHlca mpying tl p Mmtlow, er engI.,of r Npe I—ir, ana m egdrea ter oomsloiarepskwnulee use 1oolned stet or e.panmen boll ae� loe�s�or arlkaJnpleae E. slwminou�Palnl. ssac Paln11z1uolaapMae aspnanmasfio). ovke nenerell11'elling iiIF— ena gale members In s11- apnopleselnalmiea�wllntil requlnemnenm Inmwta trkNrueturel pernor penceg sn w. n, bw nottaa tan re-.1wrea to eompH vrnn �AmA 411 g d n.n l y II naT,ns. q ay k o, enco .Al.nof memlbers ebc cealealntemalvrela,n,AlnlIl cn ellmlpnatle surtaxpence o. Forme g In dlrecuon of ben 1ng .moan, kseruo p nrloalea elbov J. Sit earanap hmetals meanlyand --k. Aemeve bunsfmm e.peeea wl added. I. Eabawmtdma mat w111 bo expovea m,rwmar In ed-- ,hlmannor. rwlaa xa11 rewrns al ends.1v:a11R.—td nanarallsunless nth—l-maid— cbse ands of g p g yttly lolluving dashing ena pretreatment w D. relllrlId. la d g s h tlnlm matching appearance, Induaing cdorand texture. of h.dd—, .ere IF1.). fig 1.p ametsmfaaeaa °mw,,d,Po g a PLld aRTa a,AdfCe��aSti°nPar"��bmm'a��aar�°sue eminalesaulnlg drawings, alagrems, le nplats.lretreclkns, ana alreafiens mr Inslallafian e1 s. Rek Meas,remenls: Take Till measurement fFluding gredng ln-dilen) prkr to labdl.11 . thl na TH,req,lrea far lnstallatlon of nanaralls anarr41l gsysrlems.ns ateA'In loiratlon. le\els�e1 veeldacU.lato arallsana allneuc abnlchhad6 been vmineuat nlhnehA,rcutt, dhoennllw�gon entl ere Ntanaed forflak wnneetb by acbanlwl maene pyv.i .OM po awel eadloln smooth ena reslare WNI, o Iotln p p s et lmm�al lntllreted but not less than the gleanbygdeslgnnlo Ig, ng nonsnrink nonmeta cg Imbed ana placed py au 1.1 jolt op dawaygrroL on extenerarto nwv of water.a g Ito Pommn 3.m 1111I ocoNNECTIONs ealoimn 1 1 . t,entac n, ese m.n�urwmrs st.,nk 1,=—ofbnanboralll add finlsneawazll srunzcle. P 1-1112 one ulrearm su a.os y Aot1IT1N1 palm, ammpalnlel..posedsends-11hsemelmatlrlel lIcift lormulallon forair dd.d Nynu msin).p A. ed flnlshas of relllrlq ryslems ena eanaralls nomanu aglurerrl R move unlon�eeloa by useaol umeors,oralmiai compieI— p dbv au g f e a pet en g t A. oni, (integrally wlored swan) moment plestrine on exttina seawat ana concrete �nitmasonry Polumns as Inalwtea -the arawings. unless othenvke Inalwtaa. A. Pmauct oat, submit manulanurer's pmdun a am for cemenlXlous mamfiekand acwssofies. 1. evkenmafialswm 5anpyrsrluei requlnemreentf., each kind of plastrapq g inarcetd dgglhal B. v�elaea w,Ire medntfaork-1lromonoa1ib�alemater alaocoeta lg.K-1.1)v,, T. er dm pedalyyor corners of padend wmdnl °Maier en —1 , m—urccaivhtc ellvrvlrlq ull plaster encasement. wads ng . square -eased style. v.fth expanded fiapges end rema.able protective Ice, of elloyant swe,td p v........ fiy Ibe.uln�p eafi g wrype fakled pair of nongeaoreted s. Flnls, coat cements. Ea ryp p ea lntagak Pole, finish ever. aareaasAt, IimICats.an,lg 811 Manu— dernakreId.ndinol.,requ,redtem. A.or o da naging plaareglle n10 axatssor@sinkable, tree et subetnwa cepade olaltccting pYae2 P1by o ,rorIiAdib :ce pi—, base mmrated. adtustmn pmponions oelmr wnnin Emma scewfied to etl p r Nnth coats. Add vrat t. omWy Al ldl—d coat A. olenlaserac espsorlels ee�elnalcleteangrtanerer roe s I. etlmmers:Ins[.d 11h llto ana 1n al�gnmem. Anam anr�aoaca aowmly I ph1d, beeea m hold nweaeoaoa In qac Santa ,rltn ql menu erretren pl t ppll tlon smntlerastr cananl I9 monolnnlc surfaces. measur y o-o .F2hPA pl .da ,b.nticn on suan�nee finunetl ptstr surtaws. as p ApA po a position lnaketa, to provide threecvat de (tee eor prewsl),hensurfew wmplics with nsTtl cg2e �piasie�no�aaaydirei manta ee°lae 1. toITS I �eo1 mmentlonlar,aocem a plween we aan flMsnmm� nex 42 v.nn n A-d eee,Ilnmudlny paint pang repol, plastr es necessary toePoammoaete other work anamresmre s, sand smoo11-1mr.elea fid=n„sltgnlytramora lrn,.el marks ana ankas. pa1nIld, wok la Inalcatod - d— ugcaPoT nmment plin aslerpsumams. un1'1. .,.,lse pelnting ena kM1lryg olaxterlor eryosaa 1,11 REITEo SECTIONS reeemmenaea Ilmllc s. oa11tduse o1N� sn lnnere a", vp lm manntmnrer.anauPo odv wunln appllwllon lnslrucdilolnsm1,-1, ma1e11al pmposlaa tmatlen In utling paint label analysis entl van pa m m aere a are v mrn rePommenaed renaea pew bed ny pa m manutnnrera pr ntd FACT I uIITERI„ts l, Im—F. b. PPGIndnatnea.Pi—ldhPamt(Pitt—,,h). p dl�pwGg nntmnreralaenfit��n c. colo Pig—S. Pure, n—did,, pP Ole type tosun suastratas ana servlw lnmwma. notlhc hv. ok. pelnpt over all. ru swlag mokture.—HAL surfaces. or Ponallbns otnemAre to used In mb1 g, a, ppllc. tlo a p.1 1In a dean condnan fmc arramgn memaels m,a n.A', ana stir n.s requlretl during Ap bast runes id, lu--,n fmntanl la,pp-.ens. use appncatrsandtecnngces pdInt appil.tlonoo another coatfid paint acesnot cause INng or loss of a neslon e1 1. 1111 ,un, colnm Thickness: ApplyuUe-1.1c.1 Ia. m�6ea�l yPlm t Y tlltmanutFa ^turel^tlslPotl reommend t Pomm naea D. Pyme ea(Op ue1 li etlyPo .Rh a.05 C—PILLI All PROTECTION to to wstrlsslaeg pnyvlo)1 emte fime4 z Poet,.nt rots A, n, thlcrnesa mtless than z.s Fill anaI--cast. IA 11,1 A l-1 Idp.1,'mer Emdmen. Ell of IFITloN 11111 e 'IT Al CONANT &ASSOCIATES ,mw-Ir�ema Qludq M-kb8L01-1p9 Lie- (m16L]]N � vw.follemtslttvm Qrcv. OCOEE VILLAGE RESIDENTIAL, LLC OCOEF, FL -IMD5CAPE SPECIFICATIONS equipment xorkmansnlp and mateAals teretre. snail conform to abppllcable tl-11 xreslehtlwlth minlmum tom resslve strenptnl.13111111 zdt Iaansfeconc--111avea ui. /J3/Jm2m 2g2 FORMS snag be ofurooa--l. stalght olsuMdent stren't Bto—Itepingging aurin9 aapomting "°'eLLLKL1m6DLLl'x UI 2g1 ROCK 11(If lndi—LI A. s1a11 be Moaon a cod se g sae o egi al. g edea fe egg egad --if, between 1/4 L-204 A. S. ==I. zdNdIbd A bb-TIN b, Rh-d it[ #4 Od' I, b, I .,glh 111.11 1. pi.l.1 I III Rd. I, 111.. .11 l Ill 1. Alfil,cod IALI A - ITSIA1111OLL %-. 3.01 SUBIRALE PREPARATION 1.06 COFOR A- F1h1l1=.1�.1'Z�71I=.1'11h1_1 b'1' Vh�reIla as On IT. areS, (C.I., samples moat 1, approved IT L11,111, 111119 1.11 1.dFL'ldI.'1'! d"I'l KI I ..... Ill . 1, deanof11.11LIP, 1.11 B-11 1.11 loll, A- 'Gd,' B. nreteBeder. th wncreb N PARTS INSTALLATION 3.03 EXPARSIONJOINTS plane 1.Dl 111GIAll 111P111TINTl A. IIHIIA 111. It I.Rh ,Idh Rd o, hdII In hill. Idil� Fill bIhA 1. I,lg 1. bh.11 1. dd,VLh1.1 Ill, F. g. Ana moss wWOn asshwrn on orewings. It F.11 be pets did,pimi, 11 0. fill-d .-I 'LU't I_ th.1 phj.1 lh-,h I,. IT. b,lg.l. Nh.11 1. F.Idd 1, g h b,.A. dOolth, RI V, K.pIVT. It. 'llg Th f blllll�t = 1, 1 111d, .111 1� IT ILL d NO, L Shhb,ld. d,d 1,T. Shd1 Ill Ill-Ghl, vselNll be dhd,11II9 P.11KI te. ensbn FILT 1 NG.n. ane yuct re plannq concrete. 1,inNO ah.11 Id OF Pdh Ith pa.emont. hupper cage l,ue lollnea9raaaabe vela rl9lay In place by smokes lb -id - to exeeetl LIP D. WI.d III- may b. th.-T!, A. concrete d.d ... R PIVd I.Pbce condele In LRmd In one la,e I. III -I Ide d dIdI.If q,11.1 1, did. IRKA I. R.pd' Id"In Ill ' ...d bA,.I dnlbph IR_1AdSKTN JOINT S,dil., 1 11 11, 111 . Polile th.1 FIT d IndiNted II, pl- �ollointh L't'hMI L, .,I, ghlod In t,.,p R I dScuM ptl 1 1. Id, I - ll placed I.Eh .111 Ile 1.111 OIL In place 11. Ill VI.eI pins .11 ts using a Abi,te, .1th 1 1 "t wargng�Iratlonscon Im- ida, ftlIg' Tnldn',,d_ m.,etl.,,llA ThIl.letea,all lolntpV'p.b,lllI, N the olnSi1. Ied F:� bdIngBItfilid-Ityp., Th dth AFInIVI*,g I., IMI-el Io,,I,gA: F d' re FINIT: T nsobate concrete.vkh tamping 1,b InEd, ftl -d apply a KILL p-lith lb 'hV', dP refulyab =e'.' h abI.d. ITT of p.Iny. Th. Iniled .1l. 11 not vary more than III In 111 Th, I for T P"le "�hll =" '�h R'.'RhRP�=nF"' ""' be =nh "Ib final' Id" Id !, dRNb- I e, the e-mmellIti-IN Abit FInIbh. A� III I t 11 1 1 1 � d,' =e,nl,s. ,, Ind th'e'.1e1'V'-.'LTdbhpe1d g Ih.,Id be Ap-ed OR lbilt .,e, the . suaeceana 301 FbTlGRoLCOLOI CONCRETE removehL PILL g.d.Ith. V.,lb,te Idul- Th. .1 Id b. IVVs PhIn 11 Il- Ilh dt., 1. C.n,,tb IIIII 1� LdPmk1 I d mmantled by coloratlmdfure manufacturer. concrete d.I., RhdI be ad lndl,.t.d dn L- s co A. ,Ile,,. 11 p.Alg 1h.11 I MKIR1,11th-III,ing. N IIb't 1., 1.11 COMCIlTl A41 FINICIIIG SlITION 11 1 A I I - INTEGRAL COLOR CCNICIITI FAIING PART 1 -GENERAL lAl SILLIF IF llLRN I nmum I., " paR'hg three(1) 111 panel. tuatara ceba ILP IIII.Inting d dpeNid Oldnell-Ill.bl, Alliftel .1 m p.lelb belle bGT .1 R. R.N.- I nlId"I", 1FR, al-p- tb 1,,n.,IL.ldd e Rhit.h. 1.1-ir ldhels dhdn' " "t" dedl., RAN. th.1111.. di t.d lhV.,p..t.1 Into ill, finill.1 IANT A - 1ATIRIAll 1.11 -FLETE A. Cdnd,ld. nd thd 11 d-fl- R, ... IN.M. Nn I -ke-nd, Itil, n.te shell be ,OA ht. InIT- 3N Chn-1e dh.11 haves th.nIlh I InVI... or F.Al F.FIlA AF 111,sobeeting concrete t.d dI ItIll ht", I:plIT1 d,,nl 1111"n, . I he h�.Tb h lull depth IT flniblhel pI,Ilhg. 1d RhIll It. R-d. Idhl 3VI� sn0 1.11 ISPITS111 IIINTS A. 1p.hdtnj.I,t K,ataeNal 11 b. IthelldpI 111 thillnbss obOPI.. 1. p'bP'IR1F Ih'II'g FIT 1ph- , 111., loll 1.1ble Th. lInI 1.1 ll--i 1I.Tele, 111 idoe, inenn Ile.dIdIh of IleeINnsntad 11 = llnll�dltnl�lnlll, L 1n.'S-I�'d'pGI' N, Ipl.,.d A. be pw 'T manufndurers 2.04 ROCK SALT (if indil A. $1.11 be 1.1bIbl . ,.d, atl ...h-L, 1-Ilh TRIM". zs Ile g- by I., F�Ze Th 1, dcl L F 'bl�ejle, h� ".1 Th, 11 A 1, 111 1-11b, pi F .,IdhI phl Th I -I III h b" Ill B. Finidhin, (. Indi,bldl . d,.Ih,d): I Blom III "=,,T,,h htI.8'n'l"c,0n'P "I'�PloIdLIER Th Tin, I- I �Idh I dp,I, ...... . ...... .. ..... 'I" did .... .. . . . I ..... ... . �hdn Al All- F.11Ah: T-p Ill 1,11, ROIL Ild V,S!, I IT A In I I ZZ-, '�ldh`lhhh T =Inl I LILL - IhII1 h, L-In,.. P.,11,, h., iddn d I, 'ddd I Iln,. Th. hlb,I N,NIseed d, b: to o..ners represenative for apbhS.I pd., F. Ell IF SECTION 11 11 11 Ibll ,l, ,,1nI 111,1111"I'll '11TRI _'I. I. IF ALL d' To-dbill., 11RIME (AAITTI). 1. =: ILILLI-1 nC IV dn dith R1,,dnIE R.j If dbmpabdlI. III Hill. C. Shm, I.- III pI,., IllIbilb-, R-1h. pl.1 PIT l,dl,.tel to, pdj.,F 1. lAd pdn.I lt Th. .1d, f Ill Thilln.bs shwa ma I aepOe h pd�=' d L.rh' N, l.Th. p-hi Lb d h.hIbh .1 lb 1, pl.- did, di,d,lbd Rdp,.I,t.t I. 'pddd'b L. Ob ndt dIh,. PRbI, pdIl, 6dind th, th, 1.1 11111ITTILI A. 111MIR 111-111F., d pdl,lo III, -d ThsThthhh. 1, V-del. _md NVh .Io, a,l Rldhe p,opd 1, do, 1. --dill IFIF pI,ed Thild pI, fth sp.,Id.l ..dVTI.I phyll.1 for base. I.ddi,g Ill FIhF materials. E. Submit insmller 11.1il.dillb 11.P 1.blib, 1.lAd) 1 LGI IIFII FRII STOIIAI INI TAPPITING lippl,g Idq delKeR StEle Thd In . Il p-hnt -in, - N,dI,n A. le,le,, IbsE1In p,.,ed,,. ld Ing Ith Ithe, by Ph. b 1. 111d leldlel. 11 F Ile I-ed, Td.b. F. h.t FIRM In LbEdn -R, hIS,bl. RI.I,d bld Ibld, aVInG dd-Old I, C. PPR.1 RNI, d p-d p.And l,din,o ..Ld, d hdn k id - in p L. P-1h, b., b-ldR, dnd .-In, IdhK Id kId! 0, RR,11b, If p,.j.1 ..,k and A. G.n..l F.., -id.tion dV1I ll, JVPSI IdAig pd-zli..' Vols'l I spFLI-lilh, 1, Lled.,11,g ol-eld I.,I,,g 11R,d hd IOIV .11,111,11 -mhl1: A.T. It IT T, � 1. 2S'gg'eS.t.: "Thl CIA. Ah, - hdhII1. blind, Ill ,1 .111 .1 tdii-, % ILL= lVVl.5h,.) LdI,ILt h-l-h, 1.1 (A h.) t.hd.,I ...... ... gyln Wldbll� IMF 'S"I "Ild I IdOT, Tht -.11 Ill— Ith dIp- �thd gth perm-e-e 11- L. '17 IIA111 lbd Ihihpil, 11 1 A It 1111ITS1 IVT 1brl od, 12 pRr Ll ln, As IndFIP.Ie1 on plans. C ImObbd P-T-d Pl-bld PbnPnt A Irdi-d 'n drV,dn,, lit I1.1 - ILL pli). "dIn' n' G1 NITIT l Ill NNdn Coarse Concrete .nd be Pth S K B'NF'Il 1,1h,,' d l.nd Ith 110 pb.I,g ll 11 AITI 1111 ,rdidlih" Tr , ",.1y t", RINI. 2.1 1AIER Ill TAFT ITAIIIIIETRIEVATEN (To RE IVITEN AIIIIIERS) A. Th. I ill d.nd dd.lbr -deril 11 IP IS lu,eL.,d, Inc B I,— It (11) order l,I,,r,,,,l TO fblnl I-1 th.11 he I, p.,G -in ., p.1yh211,Ine reds p,.d,l IpIll. .1 dIrdin, Ill, jdInI Band prior to bImdkbIIbn. 11 shell also ddI Ill, by th- IT IT.paver Ill p.,in, u,ild bith lIbLI Ill, .." _.'. LRP fb , F, I hb,l lhdind ,hI,e,., Glh dunA ib IT. Noe,I NIL,, p" "1. 111 Ill, use d, (III -I) r Th— r I.Tl N1.11 1p.... 1VT I-blet. pa,.rb Inp ms IblIV.ded wlm le-dlain. IF .111h. 1. T.Ie IVIll -b. brift-IffIn 1,dl lilti, 21 -L III 1, 11 N1R.m ,ll.ANFRh"1'dATII1 - 1- ILTEFF-S lobbitin lnd,.di.n ana acwp2nm of blb'.'. 2'RelVd d.,-11p1.,dF.d depth I. =Nd. hil, "Ih"p'Z R.SITobs.b.' AlTG'IIIll" 1 F. I IFT. I.IlGim f,i.h.d III phlin, VdRdim, 'd Imm 11,11 2.S,,e.d I ddi,g OIL NlNIIq I m.niml, 11 Ih.t IN IlAide . milithn, I lhklnd. I., th. h.,I=d pi 'i"Vt.d le,di,g R.. dVnFAg. MR, pa Id-fing d- hall 1. p,.p.od in, K 1. 1. Tlindl ... Id.d., hVA. 1.11 INSTALLATION A. 1, its in PIT- Idil-I th. d mg, h., .F i,did.od, - di- 1, the C, nels AIR, db.I,ed PILL,, p-de Ill 5 OF 115 Pill I- ,Nd. 1. Th. O.ps F the Ig. I Ill. pd,e, Ve shall be ileaIth standard sae rwttn stones cu[ hIlded bldl., I'lld I d dibl�ludll I Cho I.--hdn, doubleP. 'h. himp pled- d.,igned pal., di.Ond.d hte', P1111 111, PhIn I A I R. 1. Ill.td p.,e, hnit, N Plil flb.1 Klel Mth d p.b,e, ld 11 A Ill- 111-1, 000-5.01D I Ill ildn' V. Aft, nn.lbn, ApA .nd ntainin, I id.dt -4, f U8 (3,nn) Ill- Ihbll be posses rntl 1- th. VI,g INbe lhcopIdAd, 11 Kill. hd b'dtedInto j.l,tL .1th dditbn.1 lilb.t., hin, :t,' lb %11�,L,111, Th "Ble Ih.11 1. Ih. 1. gode ,,d 11 111 .1 RVILd ha I bl,Vl,hld,. � In th. ldbo.. 1. Tlo �1 bd 1 B lb Ill Indh LI,b d,bin.,b InIR1, .III. 3`5 PAVER AND JOINT STIBILLIERSEALER APPLICATION (OPTIONAL,TO BE OAMER A1111111) A. ThO lh- Shbil S, I.In Id Ill, fth. IN dhdt fl. I- A Ind In, Id.d Inal-I depth tb thie., the Th. jb�ht Vbld 11dil 1. TV 11 Its N1 depth p R. AppyIII,,:,m 11. bel.- eTidtel 1-1-p-1 the ;dtult11ln.,ul.,,pe, g.11., I.F th. mb,b nN Ill' 1 Ill din, e nano adorer's Nark to be In btdd G. PhIl Ih.11 1, her( In e,(.In I -I In1b IN III Rd d"111-1 l ppl=II notresume hIRI th. !.ill l.ld has cn.h ALN-1, I. Vill, p,.p., bdt.tiIn of l-Int. D Th, lbabd d- Shbil bd R.Il Id I— In m.1 I- add dhbil ndt bb N, A h-lbo, il--pidIbn f th,, Id -Pe, Ippll,.ti.b I.dl 1I.TEGR.N A. R-Lidt ldfiffil Ill. -n- lhit pdAInA brThod, d,,Id, Ihd Tdnn Idd nII lhI ldn,,. be et III. th. d,lVe ., Ift - d,lVe Idq P-1-tidn tinnd I I.-e dbmblet, flill, dbHhl Wild ud.. The d .1d. V, phAid. b,R. pretest on To, V.n.FuVtI,,n debris. 1.11 AL -TO A. lInn.- 1 dN hInthdt, d,Ind bnh, -IL - IhbI,h hi d...ged. 1-id. Idhi1q indtdl Od I.difild III tb dimin.1 Ibd I. e,lI.meht. h, F.pal, d.mIg. -,ling from wnaete unit paving 1111TINI A. R.pl- l.dbON, Ihnn, d7f "l, 'T.' 2.1h,;Rt"' " " " thd ,1 N.L. -,I, Tilt ,difild _bmeana thb I,,I,,b d1.11 lb -IddlSh. B. kRintold,b. Th. oh.1 PN,n I. Ill lb It TO 0, nd f In. In, pRILL.- In the ,. oF Ldl 1, Its I eIdqu.IdN lign the ee Pl p.ld dl, blddin, III TO jdIn1. Ill SICTILLI 31 11 13 Mor A -®rmodo rMuml CONANT &ASSOCIATES P11CS1 I -IT 6ET OCIDEE VILLAGE RESIDENTIAL, LIUC OCOEF, FL HARD' ' SPECIFICATIONS L-205 (G) USE OF NA71vE PLANTS PER OCOEE LDC SEC. 6-10 409'. OF TOTAL NUMBER OF PLANTS SELECTED SHALL BE NATIVE PLAN WILL SHOW 40% MINIMUM USE OF NATIVE PLANTS 19,518 T07AL PLANTS (TREES, SHRUBS, AQUATIC&, ETC.) AND 1,842 NA71vE PLANTS (TREES, SHRUBS, AQUATICS, ETC.)= 40% (d) PARKING L07 LANDSCAPING PER OCOEE LDC SEC. 6-14 (1) TREE PER 4 PARKING LOT SPACES WI7H AT LEA67 50% OF THE TREES BEING SHADE TREES AND SHRUBS/GROUNDCOVER WILL COMPRISE 50% OF REQUIRED LANDSCAPE AREA REQUIRED: 551 / 4 - 139,25 PROVIDED: 140 TREES (a)LANDSCAPE AREAS PER OCOEE LDC SEC. 6-14 -MINIMUM 10' WIDE LANDSCAPE AREA AROUND ALL PORTIONS OF BUILDING -(I) SHADE OR UNDERSTORY'.. TREE FOR EVERY 30 LF OF BUILDING PERIMETER -SHRUBS AND GROUNDCOVERS SHALL COMPRISE AT LEAST 50% OF REQUIRED OPEN SPACE REQUIRED: 890 LF / 30 = 29.61 PROVIDED: 30 71REES a� s LANDSCAPE BUFFER SCREEN PER 1p CITY REQUEST ,. /", - -------------------- ----- MATCH LINE SEE SHEET L-3D2 .Nf'or �/ MUM CONANT &ASSOCIATES tmwaieaem—flmn ''., : QYndu.Wogd=8M01-fq9 f�.(om)eams '.., vw.bwmmsrtmm OCOEE VILLAGE RESIDENTW, LLC - OCOEF, FL E - CAPE UNDSPLAN 67. AUG. SOD Purl r _ D "° Irzsrzm2m iv �"? T` `"°"BCOELImmDLLs xo REFER TO SHEET L-305 FOR PLANT LIST L -300 (G) USE OF NATIVE PLANTS PER OCOEE LDC SEC. 6-I0 40% OF TOTAL NUMBER OF PLANTS SELECTED SHALL BE NATIVE PLAN WILL SHOW 40% MINIMUM USE OF NA71VE PLAN75 IS,518 T07AL PLANTS (TREES, SHRUBS, AQUATICS, ETC.) AND 1042 NATIVE PLANTS (TREES, SHRUBS, AQUATICS, ETC.)- 40% (d) PARKING LOT LANDSCAPING PER OCOEE LDC SEC. 6-14 (1) TREE PER 4 PARKING LOT SPACES WITH A7 LEAST 50% OF THE TREES BEING SHADE TREES AND SHRUBS/GROUNDCOVER WILL COMPRISE 509' OF REQUIRED LANDSCAPE AREA REQUIRED: 551 / 4 = 13-3.25 PROVIDED: 140 TREES (a)LANDSCAPE AREAS PER OCOEE LDC SEC. 6-14 -MINIMUM I0' WIDE LANDSCAPE AREA AROUND ALL PORTIONS OF BUILDING -(I) SHADE OR UNDERS7ORY TREE FOR EVERY 30 LF OF BUILDING PERIMETER -SHRUBS AND GROUNDCOVERS SHALL COMPRISE AT LEAST 50% OF REQUIRED OPEN SPAC REQUIRED: &W LF/30 = 25.61 PROVIDED: 30 TREES LANDSCAPE BUFFER SCREEN PER CI7Y REQUEST a � f� D 6T. AUG. SOD W lD si e' BAHIA SOD ' a e _ \ (NON -IRRIGATED) .{ I --"-- - MACH LINE SEA SHEET L 303 I O D al?'Firz-A Wyf 0 000 !�� CONANT &ASSOCIATES uawweammema QLdq Mwld=A9BIYlAp9 Plow (em)bbmb vw.fmm—rm� i -pm 7, REFER TO SHEET L-305 FOR PLANT LIST L-301 4 0 - p 0 p ¢v ��y` G,� � [D � C� • d �� ° m • I ,fie 0 s • OWN a' ® PER �1 - - - PAWING _ - AND _WILL COMPRISE 50% OF REQUIRED r+ •®;� `, pow1, ^ L1♦ till vq�� ® � I' � �+1 �`:7 I � .• . � � a,T(a) A_ �d Lim � p fel eas;/�� '" QFA��1�i p eea;w-MINIMUM Cy ees liras LANDSCAPE AREAS � v IVIUIDE LANDSCAPE AREA AROUND ALL POR71ON5 OF -el) SHADE OR UNDFR970RY d E1 ra ►■■�I� ■■®rIN ►�I■-- - _ TER u �rI■■■��I■\■�■■CM■■mil i �s - 30 TREES .�II�� a yr 1 e � �� it u� �� t�► � - - - � ■ ICI o � _ o®,�_ ee.:....��.. .. � . p _ ® -� I I® ��F• pC^i e-e�e�•es. l�. � a �� '�` � � °. �� —�' + '_ " .�[D R' s p Ee - - - � ® ' a�(I� 'S� moo. ® � �+- � L1 1L��- -® �'e �` : - _ \ ; (G) USE'OF NATIVE PLANT9-17 OCOEE,LDC SEC. 6-I0 40% OF TOTAL NUMBER OF PLAN79 SELECTED SHALL BE NATIVE' PLAN WILL?SHOW 4096 MINIMUM USE OF NATIVE PLANTS 19,51E TOTAL PLANTS (TREES, (a) LANDSCAPE AREAS SHRUBS, AQUATICS, ETC) AND PER OCOEE LDC SEC. 6-14 1842 NATIVE PLANTS l7REEf SHRUBS, AQUATICS, ETC)= 40% MINIMUM I0' WI AN SCA DEL D PE AREA AROUND ALL PORTIONS OF BUILDING _(I) SHADE OR LINDERSTORY TREE. FOR EVERY 30 LF OF BUILDING PERIMETER -SHRUBS.:AND . GROUNDCOVERS SHALL COMPRISE AT LEAST 50% OF REQUIRED OPEN SPACE REQUIRED; B50 LF / 30 = 2S.61 ii I CONANT &ASSOCIATES OeYndo, Nwld=8�01-fp9 Plea (lO�bL]]]6 wrfpl�mAntmm OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, FL LANDSCAPE PUN °'• Irzsrzm2m c """bcoeLsms.ou� t REFER TO SHEET L-305 FOR PLANT LIST L-303 REFER TO SHEET L-305 FOR PLANT LIST I ~`f�4W% MUM CONANT &ASSOCIATES Qbdg17w1b81B01-fq9 PLu- (1m16L]]N wrfammsittmi ®` OCDEE VILLAGE RESIDENT AL, LLC OCOEE, FL LANDSCAPE PLAN - I/�3/l dlm Nc 2m' 77 "rvmiJGDEL3m4DLLl'a L-304 GENERAL LANDSCAPE NOTES I THE -TOR SHALL, 111 ALL PLANT MATERIAL W 11IFE FRIOR 10 B WWN I NE EVENT OF A —AnoN FINE PLAN LL COROL, THE CONTRACTOR SHALL MIAINTAIN ACWALIFIED _NJIBER%RrISOROPANON LNEWS TE DLRNGON THELCCN5TRIC,ION OF ALL PHl+9 5 OF TH�J 1' 0 TR NNONAL LE oTANGE �EPL A— INOIGATEO A5 5OD ON THE DRAWING5 SHALL BE 5T, _NO 3 CALIPER OF,REES SHALL BE MEAwRED IN ACCOFmANCE WITH PAN STANDARDS OF 6' AW VE TCP OF ROOTBALL FOR TREE5 4' OR LE55 N CALIPERAND 12 ABOVE TOP OF ROOTBALL FOR TREE5 GREATER THAN 4' N CALIPER ALL PLANT M 11AL SHALL MEET OR F—ED NE STANDARDS OF FLORIDA NO I AS 112N IN'GRADES AND AMENDANT MENTSFTNEf ,O ILLPMITERIL 6HALL�B 1-1 AND 111-5, FREE FROM DI REISE AIN5ECL PE5LSpN. AND OR THEIR GGS AND SHALL NAVE A HEALTH,, N-1 AND IT, DEVELOPED ROOT 5r GNT — —IN OF PLANT MATERIAL SHALL BE THE D RNNNG FACTOR FOR NE PLANT MATERIAL NOT THE GALLONAGE EFECIFIED, THE 5FE 1_1T J6 6ET IF ALLEPLIN�, _NPRIAL 6HALLHTTOBE B IECT E r ro AmR AL MlL B>RrHErS) R DL FTEET THE 4RCNTE" PRIOR TO INSTALLATION 'GRADED mA,-FORATRR RDES FOR NUREER, PL�I 6 IBE,C 5—F OF FLORIOAR A —LENT ff w 1 REL uR IN ,ALLAHASSEE AND ANT AFTEND'IENTE THERETO, CONTRACTOR TO SUOW1 PHOTOS OF ILL PRO—ED TREE5HRND ANT VINE MTERIIL FOR OWNER/LINW-. PE 4RrNITE., APPROVAL PRIOR TO FRaaREMEHT_ l LAND5CAPE ARCHITECT MAT REJECT ANT PLANT MATERIAL ERCWH, TO THE SITE WHICH HE DEEMS,O BE OF INFERIOR OIPLITT OR AP=EARANOE E, THE 5ODDED,LRFTOHTRDROFI FJ AND FLITTED GROUND COVER5 -PA FDRALLTEN ITCR,H CONTRIC,PE ORSSHILLRUAL508E RESPCN5IBLEG .Mm PPT FOR PLANTING OF ALL PLANT MITERlLLS. THE ST _ OF TREES — NE COMINUOUS MIIMENANOE — PROTECTIOJ OF IL FLAN, —RIlS UPON THEIR ARRNAL AT THE SITE THROUGH FINAL OWNER ACCEPTANCE, THE TRPC�T ANp L. 505NN.G I5 OAN, ET IN iNPOTEII I T SP LOOIATI I1OF UNDERGRpJND UTILITIES, LATOUT INDICATED I THE CONTRICL DOCUMENT5,5A T EW IFMENT AND LAPFiR TO COMPLETE PINE,7THE 511E A 10, NO SJBSTINTIOHS WILL BE ALLOWED. IF NECESSA THE CONTRACTOR MUST OBTAIN WRITTEN AFFR PL FRO1 THE II. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIFNM OF 3OF- PINE BARK MINI NIYi£T5' MULCH, I I WITHIN A P' R,ONW5 AROUND THE ,RINK CF A TREE, FNLCH SHALL NOT BE PLACED DIRECTLY AGANET THE TREE TRUNK I2 ALL BEES ENALL BE GUARANTEED FOR A PERIOD OF ONE TEAR FROM THE D OP FINAL INSPECTION 13, ALL TREES SHILL HAVE ILL 5TNTNETIC BURLAP REMOVED FROM THE ENTIRE ROOT BILL EJRLIP 544L BE REMovED PROM NE TOP ONETHIRDOF NE ROOT BALL NE TOP THREE ROWS OF SWARES ON ALL CAGES AROMA THE ROOT BALLS SHALL BE CLIPPED OFF AND REMOVED, OONRICTOR SHILL RPAD AND ADHERE TO ALL WRITTEN 5PE"I'ATIOIJ6 THESE FLANS PRE NOT "NO WITHOUT ,HE A O,pANTING TEGI I-5PEOIFlCATIONS 15, THE CONTRACTOR SHILL VISJILLT INSPECT THE 50IL5 CONDITION OF,HE SITE, H SHALL DIG I MNIMJM OF 12 TES, DEEP RMIpmLT AROMA THESITE HE SHILL """'1 PERCOLATION TESTS IN THESE HOLES FOR PERIOD OF ONE NOUR EACH. THE HOLES SHALL BE FILLED WRN WATERAND IF THE NOLEE HOLD MORE THAN 6' OF R AFTER HOUR LHE LPNDSCPPE ARCHITECL SHOULD BE NOTIFIED CF,HE PR�LEM. LHE SNPLL REJJM'IENT SJBSTITLTIOHS OF PLANT MATERIAL ANT PLIMNG INSTALLATION TO ACCCMMOTITE POOR DRAINING _L5. 11, THE CONTRACT OR SHALL PROVIDE A SOIL,E5T N FWR LOCATIONS AND PROVIDE RECOMMENDATIONS FOR AMENpME 15 BA5Ep ON THE RESULTS INN PR SOIL SHILL BE THE RESPCN5IBILITT OF NE COHTRAcrOR THE CONTRACTOR SHALL RICTPY ALL INONERID DAMAGES A, NO ADDITIONAL COST TO NE OWNER M, THE CONTRACTOR SHILL REVIEW THE 501L5 REPORT ON FILE WI,H,HE OWNER 16, THE CONTRACTOR SHALL BE RESPCN518LE TO REVIEW ALL ARCHITECNRAL AND ENGINEERING PLANS,O BECOME ALL INFOd'1ITIWON�IN ..D NO GRPpE6, pI�MFNIAl E.. ANp EXISiIW CONpITIOJE PRIOR iOIR LINS PRLATION D I ALL �HE W'JRK I THE N57OLLAT ON OF OR_ A GIVEN,O HLANL AERIAL SHALL BE VIEWED A5 ACCEPTANCE BT,HE CCN,RAC,OROF EXI5TNG P0, ,HE CCNTRICTCR SHALL PROVIDE TO THE LAND—FE ARCHITECT A WRITTEN LETTER CF ACCEPTABILITY OF GRADES. 1 _ GOT-11OR WILL BE RPW IREL TO SAND ARE45 OF Sop THAT ARE NOT SMOOTHLY AFPWFT TO ELMNATE SMALL IRREGLLARRIES IN GRADES, LARGE IRftPE-ARTIES N GRADE WILL REQUIRE REGRADIPG I RB—DING, 1 ccNTRICTOR IS RESPONSIBLE FOR MAIMENANCE OF THE 511E INlWp ALL MOWING. EWING. TRIMMIPGWI , PANG SPRATIW' OF FES,ICDES I NINGICDES UNTIL THE TIME LF FINAL ACCEPTANCE 51 THE OWNER IF PROJECT IS IRRIGATION NOTES PLANT LIST 6 0NTFIDTOR TO INSWRE EBR MINTINT TREE SIZE c E REQUIREMENT WHEN PROWRING PLANT MATERIAL WITH CORRE5PONDIPG CALIPER 5I2E, CONTRACTOR TO PROVIDE PICTURES OF ALL PLANT MATERIAL TO LAND5CAPE ARCHITECT FOR APPROVAL PRIOR TO RRCOIREMEN, AND INSTALLA,gJ slillolzo I ~`I�`A) f� C� ONANT OL ASSOCIATES 1A0 WW PaEfinef4etl Qbldu.f�ogd, J1A01-f619 PLu- (1m16LYN wrf-I-ms-tmi OCOEE VILIACE RESIDENTIAL, LLC OCOEE, FL PUNT LIST & NOTES A5 NOTED """"�'SFRL3l AUU' L-305 ®®® ®®®®®m®e® gyp' � �.caox rc�c�anrwu LARGE TREE PLANTING DETAIL BALL AND BURLAP SABAL PALM PLANTING DETAL waLE Ns. vIE W �3. � xa vxE scat ro� siaxs Mor CONANT &ASSOCIATES •_••®. �•• 1m1Ys1�aEmmflletl ,„,.,,. W1udq Bogd�J8A01-fq9 SYLVESTM DATE PALM DETAIL SCPLE _ w.s m➢9C"Poo ro��TMMp aw� SMALL TREE PLANTNO DETAIL (CONTAINER) MULTI -TRUNK PLANKING DETAL TYPICAL LANDSCAPE BLAND DETAL PLPN i camecrw O n�E xmwmr xw,vr csria "`DPA^" ^� 1 3 aEna can \ / PLnH PLANTING BFIRUBB AND TREES ADJACENT TO HYDRANT xo00 SHRUB PLAN71NO ADJACENT TO CURBS DETAL OCDEE VILLAGE RESIDENTIAL, LLC OCOFF- FI- �.� oErz }^ " C5 NOTEp x0^ �'SFRL3m6AlW SHRUB PLANTING DETAL SALE . µ s_ THEE AND SHRLS PLACEMENT ADJACENT TO BULDFM L-3 0 6 tletne� manewasan1..*dIldlo eee.hn bieaprinteanticnordlnatknb,i d,,Obantlnuaan. N° In knlmal aenlnp, az� I c wet smedem P1anI Ntme3 sand jean (t It (ANsn-z g.,-zgce Nt n nt r=pOnenrod In oY NuaeN PlenLs P ns I Ana II state Pkn1 eoam or Hodde. A.Onilty of eFlsting stomd Orexwvttad topsoil is Inadequate brsotlAtq, su g 16'ry n1 Ip SAeinn y pp smWndas)en f Iluneble _eeds entlloxkeubabnrza. nm ne mmomnei wnNNing less than 11%0UV I camonaleA, antl sna11 g nd Io each a On nesse Inel50� •.III peso e tOo-mesn gave Ana 50N wll peesa 20-mean ele+e. tted.,Afreeitmm gmud d d niclN manpeadanld taro ring Pine Aoi l.hh nA be so 1Cy dos), Jc (so ne)�e1 oelelcm tweeds. antl snail not contain materrel v.nim g e 111. I'd 2.g5 aE¢ulaElnENTs p , 11. p lion>snail ylm' Jao'n in icered forsoddinN and alareas diAumed 1, the contactors P.'DT 3-Fx 1T¢N 1.11 A,bl enllodem s 11enorougnl, lllea�1.adepinhol�ugng e� pion enadlsc nermve Inree to rauuIt—..1IneNeoll. Nne end 1eh11e Th,beaeppIdAolnamelopealbnna ill TA UP brysarsgalouerine sudeseagermesodnesb pl ed. pounds per II II Aq ft. shel be F.Pladng sod: The soli Snell be soaked lusl prior 1. pi.d,,g sad. Each mock.,sRp or sad anal be statcneidmN against lnclss1. Gaps sna11 bcfillotl wIN plans Otsotl antl bpsOL Tnc satl elell oat be hAd unlclenl la St hellnun11 b� edleletl IetlnO e�:l Pkteshelrlben IIed pd.,I d�pol,d ur,d .mh to ell.,d.d N ba tnNod. .hkntnlllpeee nileroslon dueeioane applleellon oledesdm. sl.e quenellles In ell. nieated green weer areas v.nicn as p ciao by pe an g s ai me rate of tour poundd per 1000 A,. ft. on a1 dln1I ,Ill.,Aite aaiNm Na a�a not allumaa to ac<umukle. p Ia,e Analb v can al Alail nmaA. regnn N 10 Nt s y salt bld met ll ompllad.IN eonlrect rep Iremenl5 prior to submisgon to obb hersior ppa A.. %Cation Anal be�iurnk ed�ine �avnelr for dPiudU, R. fid Pill a ntl NoswAO, A.hh ofph'pell1. A. A11,ed,nallIP g tn1fn p 1dc1 did,(1h)dt5 ImihellmA .1p,�. New memo,tndd,AUPUb .°o11da�Nme�eglh. reepanswnd,illy o''ne dm,G, ar t anPeenod atldeendntiddh,IhA.t,metlu,ngtnepenntlanwtlmatdreAnAmnntm elklectolrznARl 1 mine'f1h,cAnA endrine Lend_11"hhrcnlleel. snail be remwedc nd A NY 1- GENERA L 11,Ae e.ewmd untle,tbe Oonirtet A. Ada pmpe pec,ut On m veiny III— n1 gs bAOm lb,lb,out an �dpRnwdn e SpeNAcaflons. Such mlecictl matetlel sM1ell bo mmovetl (min Ne s11c antl eccepbblge maNdA sub—Ild In Ik ph.. e less into inat specllhd In the aM dT,d HORTCgU-1 STANOAROSe.N.11l slAaolsls antl a 1st ofdiId prescdbcticamcntlmcntls sM1Ab p anted to me ¢:roar antl veNikd by IT.Ldd.p. hdA1pl. g I Into U. AAI. soil represe�n�Ielke o�rpmd"dNA,v:elWrelnedsdtl d InNe vIAnIN. 11 sha11 be olalbed lmtn wA dealned mane,, sionee. Io.lc subsNncasn eua ab)i.1 7meIerlel ob elubs�anw neldme, be herAmeul l0 plans SA.1n. P. .I beelnra est dri,,Ah. topsoil. Ina CtnlrerA,r. p lib stied qm Amen®n soc AP, AT g Iry. tlsFval be pedoimetlA 11%peat 1%¢oT (wade)sand 11%01e b 11(dec p seb)and to*. q�prass cnlpdb e a greleesaulo�� ll—Or, ESA eorp- sereeoN eTddde III ..tton �.mnm Telephoe(11) trol snail be conger 11111, me1lelsclence.c Padar Th, planlseA av9ry ¢wr m d bu Imaicu ctu.ra Nlly itlanehatl wnbiners Ana anall ba mrcatl in awomanw v. hl mannracwrera A. All kh dho kenimetl batne tl1a1v:�Ingsgnma10a dmg dnt eL GaM tic S or—, AI.11, muNTrypes 1. -f.,,pLling Tm Snell bo A,bbA,bo Tmc GbAb, Svs 21goRAIG vibAd g2 oa1)aA red. In m1 oN wlmqul ed b' k . snA be mode t�oleblt to ins Ne quality o! pent matenal, me kllwrina elemen¢rva be valued. 2- Pldnh zdd(abovc gmunrn a. ...... efw1 1w) AdeHm , in one or more ormeseareas rval be sumr ant reaeon to relect —imly b, lot. G. T1d .,I dnlueu° lels:eMcnn In nlsspIl.,do not nee,wlit ina req�Iremeolsaonnese speGnceW sd al Sudh mleeictl meterL.Addhi Re bo mmovetl (min 1no s 1c antl I, Ild Ad its eIT Wn ve (o, ettare) ems 1. All bell sloes Snell be o1 a Aemeler end h pi n id enwmpess Ina A hA and reeding roOl system Id,t ee Is moI pruneq Ina tree cI,- Anal be seledkey Inlnned Io reduw Ine.okme o1 IT N. c too p tloan:rl not be algonea Ana:rl remanrypleal oft pe g mcnaadanslla. a eaak" -I k' p dtI uaoo eAry or proleci a to Ineneasea Insire one inlyd greeierttuuen Pb PA.n Plenus,es ealmeeora. coot balls snel be tin. A I n,11°EN °oNSaamtawn tantrrtlM1tM1annreanea�n�a atlularo uretM1atLt. �a �eoae a ewteA� N Ol sent, tmtn�p ble,n, NB E P nn In °t b tha¢r.ne.N > lon p en1n1,1n)NmelnaddNontothemnNArb ,hd ¢ep Yent g bureGadete"dbstanda ferAn n lanldP.1t1PA. and T. palms mail nee eeayl btel°gnliatl e win mil needs °St. pe m m 1bellsseell oe 1'b el antl suwenety oltne matenal, sianetl by the matenal s1AdIdp Aerand n.tbd,.d. g CauslAT Cheer o.1Aa nl g diameter b/ more man Ell. g h. N_dde ,.,outdo' oerllcal Aewres e.medlgq onelnm In depm. ong lnpsena mAage.en Thielavmpsis hull mt. or Ph,tophthoa bud rot. bri FA"A I. Nairdydu r.udg ucal nvso_"e.ce Is .ancdb . . Elminating factors for cropped sabal Palms aenodenna bun rot ph,hplasm dtrease..Thiel.,bIsiA trunl rot. orvhymphthoa bud mt. Orin, lnsad damage. c F aaA. ininh.quiremenrsforaomA measurunant in Tech t of Gmdes antl paring wlinlname top too off Thee ooAy idrunx redtluGnq the dlameter d; mare man 111. F. h. meNeuiurelyn..,,ddA verbal M1seures e.ceeaing oneAnch In tiepin. 2.21 FL¢t FID ANNUALS ndscapmlednror epp I' b neelrrq. FW rerlM1q ennuel n,e ,nsNo°rew on for evAa ,, . PAR antl I—inl season. LocaOans antl apabin, as intlmel d on d,.in,d. Ns O..ner IsconyNw Ib IBfering In11 s kind Ilry trgrs bbahmte spediltedevlll be Aoeed oni, attar e.rltlenoe allrsllon t tthe PAnne�r for dad1 shall. he bsihutlon_dd ootee"Itt m ihel ontb.d. Idomain benb� szry t.dd,Apt ahsubstn The o a qualq hnit OrtlingNNO subsinutlomA 11 beoradeadpor lnst Iled wlinout the m�rnt npemksion o�lt eoov.�nertl aw 3.01 DELIVERY STORAGE AID HANDLING OF PLANT —ERIAL l assume Ad respo iidd,A ntractor Ana p shall dp9anp spiant mata11a1 For shipment In a mannertnat be:are Aged. aonom mad baAnetA manuraauren Apemecaly 1. g all gamA ft.�Ig tnttlq drmm otn If �. Ipl is elms be ntndled lrytn. loll trccmtiner. F. leld,g pen All h.opAetln tdnlesM1 T rphntingnla pedlednS th afeNAsnail mwind oemageoq� avoiding ntA nlgnumpeeo nlghAgd, t�apismsponl A, Ih lenol ed or penlaly enlbsseGht alanis g h .T p otners tttAP m,tetlt P, -. k, gedMud removAn rmm prolect II .ds, TAI eg r ltntt, urmstae_111n tna antl bt hegt¢endutln9 inesd Yunleg otnarvvke a°sntin, nta t°neovner da,Ahaaln besha111be mad Inoone on eobnle On to be punted have been pmped, excavated and prepared ready m w1;'rAr, i CONANT &ASSOCIATES >ml� Qbdq 1/111d1 JP111-f q9 Pb- (.M— ..1.Ad-I-111mI _ 0CW VILIACE RESIDENT AL, LLC OCOEF, FL LANDSCAPE SPECIFICATIONS uk WC "pm�'..FRL3ml.DiLG L-307 ortio� ti;;EA1Hs eeddadereereN a p 1emeNod a,keq„ g omer�m th— ends Dar�lbl P. alashg S. "N.d.1 II pe, mdelkery nshednbut p g nd , 11 mcvn2minants. ebd loruse by the O—P.. nl metadolasnol ba Nth w Wam DOId Ondeslreble e.IsWg �egelellon be presenl on Ina die el ine I1ene.11 -110n, In3.04 SITE PR EPA RATIDR dlTh. redloneT eclat shell gKe 11. fawner nOk. 11 houlsapdo, lI�hE mmplel- Ol dating Th. na 1.-IOn needs e—A. dyiob —p-he Olo hi —fsl aemege ho nsure that they Ili not ba unnecassanly ary—h to ph, brtiaasshall ba at mestllootgreetartnen the diamaterol ill ball. rllom or II. Owmele II Conlrecmra e.po.I1111lyto dsposeoflneunsulmbla sd toe appo,d locallon. reme aM hP thl snelll bebremove tlrom tDhblop third of the root oalalsy thldtl burlap snap) be�ab. moved d v the Ire delay. with slanted skaslsnalbnotnreg011re clttttl gg.. Plenm shell 10.—fmml tnebcontaln ecarectuly ml ers I-,. pmnting. s md�1 e lL�nte anall nand lveterw1nnl eRed treav fremmetime ,hl,hryuntl inetlme oannal ne wn go.ahock dueminaurecremo.amr y edrejen d. wnlcn mo trees _ereoblalned. Treoo 1. ener elulemene'herool uonnrab be lesel.uphineslam-di,q glade�n�phtand et such elevel roar re d red et�n�a� 11 a. P. den neda�t I. alPomi�9 ode a hen ne nned eon Th p,°H1, h. -bb. A,h%la be formed in a Ad. end, the aaOrarsn.l be omltled. et me..h.,.111 natal, later. where amingomrsamuna plant pil, shel Indude adding a water remntive addfK. Tern -sorb A. for A shrubs, anal) be feON.d b,' pladng the menmadurers rewmmended amount 9 umle-hbllno or e,,T, has been Ph., ed. T hell the sbe ConLadofs ponslbll10 mdensure that al trees are plumb and sewn bl, pmntlng. staking Of trees ofa to loot �, N 1 (, d (� d (oo b br�k n g (retaae. g q reereem bf shall be seblOeely Ilea wlmkwrdael map l-1Itth. nl.11toolll1lervell emng the snelll be neat antl snlugy oveehp ofNrapplt<q matellel steal be a,,,llmet. 2 pruning before wrepping,ap dad 10 i,y mlrenks, mldenm dNeed NtasbNon antl pmp- shall beecvverea wXn ass Inch l.yalf 1dpinle bark minl nuggels.nLimlta.1 the mulch a.10 PRUNING y nball be done ..Iln Nenn, 5 2 rls and es Indkxlea on Ina ben g . nd p adasynk Pr g atl b/remaveith th.g 11hbldecduus trea encheae.bdbb12b.(m11, wttn lncn cd`peror 1l e.Ia... .F here one Iounn N One nbd oflne,.e. g 1. ren.o.. A.00ringl It. warse of pl-T,g,e.cess end wesle meledals shell be Conlin —A en mplly d. druhth'. I.ntts end I... Aft., comple 1.1 thewom. ed W It, COno-amore—hu—bAR M. dlreded by the 0—., until eubomnllal wmdeuon and wdl. r no11N me Owner In wdtln when fha work has been w I-d In accONenc report report toe—DObillty and completeneae. Any —k bm.lnl,, to be done steel besublectI alatey In a-R, the Ov. herldl 11 AccE1T4N1E a.Nl REPLACEtnENT OF I-AHT 111—I1L anNu Hoy nP he demur da and method pmam II 1y 11 ba tna-ma. mad fortneeoyllaeN� 1e m- redaCamnN Mn bempbAted mr—DncaalIt. nd finepreemgprodbymao-- ~`1;Zo ♦i r1� C� ,O♦c�N��A/+T,N♦.�.tT�.� & ASSlll IATES 1N.clkR �kbm -l-e1 Qbdq NogdIJP101-fq9 Pi— (1m16L]]N wrhllttms-mt v 0CW VILIACE RESIDENT AL, LLC OCOEF, FL LANDSCAPE SPECIFICATIONS WA """•�'SFRL3m8Alll'1 L-308 C CONANT &ASSOCIATES OY�dq Po�ld'8]l01-0W9 Poe- Im)bi]]]6 vwleeematmi Qw� OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, FL IRRIGATION PLAN - I/13/�d10 xe. m' 77 e ��bCOEL400.DiLG L-400 77 LAATCH LINE SE�� SHEET L 403 L- CONANT -------- -,_ &ASSOCIATES � p1�Pf-Ii Ri01-f6f9 / _ � Pliur f10➢1116a$ ' w ' w �mi]m PEm r 5Er �N �2 ,. c ' OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, R ' = IRRIGATION PLAN I/J3/JmJm "' bG0EL4mIplW L-401 CONANT &AssOCIATTs 1]O Yh. RaYem.r-I oe-awrwla.m,-uv aline Noa)N6®s o, OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, FL IRRIGATION PLAN om� I/13/ldlm "`�GOEL4m3AlW L-402 MUM CONANT &ASSOCIATES 1t01MSIRaEm�mB�tl W1udq Nogd, 8,M01-fq9 PLu- (1m16L]]N wrfalmmm�tmm =1 W-affil-11114 OCOEE VILLAGE RESIDENTIAL, LLC ' OCOEF, FL IRRICATT OOryN PLA � � f � I/13/�dlm � """FJCOEL4m3AlW ' - iizF.uxx - A r L-403 I ~`f�4W% MUM CONANT &ASSOCIATES Qbdg17w1b81B01-fq9 PLu- (1m16L]]N wrfammsittmi OCDEE VILLAGE RESIDENT AL, LLC OCOEE, FL IRRIGATION PLAN - I/�3/l dlm Nc 2m' 77 ""°"bcOEL4m4AlW L-404 B GENERAL NOTES MATERNL LEGEND ® GONNECfION CAaABLE OE TSe85 GVMR®C60M65 a51 NTMINIMUMJ. Z - ETHER TRAK 1DR0METER A55EM31Y) EB-TOO 5ERR5) �-VIB SN TE VALVE N=1IN RANBIRD KB 50RIE5 ROUND VALVE oW/RUDD.aLGO SSAME AS 10— LINK s s IES,AN5T011EVEAL;°ETR5�115ON 'NTEcTOR R_LEEI)RAIN DICLI1CA CONTROLLER E�EOUCEo ', TO MROBY O", (a— OEPNOTES CONTROLLER GROUNDING A555EEMBLRY ASSEMBLY TO INCLUDE 4" % 96" GROUCNODING ILAEE, C 2R DAC AND RAINBIRD Ve_IORNE (1 �, Qo of �AL�E Ba, oeEo�E �a UND ROD I=,8, A D o P — — — _ - CIA55 TOO IVC 501VDNI BEIR MARINE W/SGH 40 R4G 56L NT WELD EITMACS (9I=E A5 INDICATED ON DR-INC) _ SCH_ 40 PVC SLLEVE BANK (SIZES AS 111GAIER BY LE—D BELOW) ®- )6)1(4 /T4,/TT, SLEEKS BANK BO - (4.)/P) =LEEKS BANK © - n°)/(T"J SLEEVE BANK NOTE TWO —WIRE PATH TO BE IN5IALLED IN K—I/4") SGN_ 40 PVC GRAY ELECTRICAL CONDUIT W/SWEEPS UNLESS OTHERWISE INDICATED ON DRAWINGS. WEATHER TRAK TWO —WIRE CABLE TO BE BT PAILS ELECTRIC, MODEL P7359D. SLEEVE CROSSING SPECIFICATIONS El n P, eou ar sa„mw. , WSWuo ce 111111 1°1-1.1 ,w°o.a,. ,a n !s'.ao .m Na. tiaJ a S. TezrownON 1, suove czassNus WoI'll) a .Vw, si,«, L,ou, 1— E u„ ..k, ,.o I, Wo 11) •mii e, m—E oT u, ULEEVE CQ055lNG SPEaEicATIOHS I Wy10% f� CONANT Qludq Nogd�J8A01-fq9 PLu- Llm16L]]N wrfalmm�sRm- DICIM VILLACE RESIDENTIAL, LLC OCOEF, FL IRRIGATION LEGEND & NOTES A5 NOTED 7�mF'SFRL4PS.DIW L-405 eQo,Ew,-O <aa, W'' ��N a�Qo,��oNI ,�aH . . ........ s �aT ,o s�A� m w xu�� wx�exwt CONTROL VALVE DETAIL (SPRAY/ROTO ) TOP JE'N - of SIDE\IEW � wonz Es �rivmze=w ec,wx w wre oc-" wu< n atzmnw..E as io IA I (° GS pouf '' xErann owo neE aue �: TREE RING EMITTER DETAIL Fwc �� ` `CONDUI, /SLEEVE (,V VICALJ J �� Tm � ° OwSLEEVE W/DEPTH INDICATOR MARKING A' 1111 c coNrRoi VALVE DErAil (DRIP) o� Q WEAINERIRAV ET PP03 TWO -WIRE CONTR011 O �uNt. x Na xs.u.t w +u O ovei°'}s' ,� w xwu sweep e.. I ��A- f� CONANT &ASSOCIATES Q1udq Nogd, 8,M01-fq9 PLu- (1m16L]]N w-.falmm�sRm- 1/1-1 r Art SET OCDEE wunCE RESIDENTIAL, LLC C5 NOTED x°^ �'SFRL4m6DLLG L-406 SUBMITTALS irnd P Aea�—/Abner,° PP A. Tne Contractor shall make all tempo y pars as neces y keep nriallea/ells g p rtions un g rid of ilities. nimsel!/nersel! comple y milior rvM1M1 All site condition, inclu g I p ,!ay C de (PVC)- P _r (PVC) AlTM A es, schedule ao. or (POOLpA (PVC) A e::cept a mainline snail oe PVC (as noted aoogre) ring io tit type C C-11e Fill!— (PVC7t— ASTIA Dt B5, yp 2. iPS. S-1- aa. NSF I. niroi wires pr s,arrn on JSwUg5d (PVC) ASTM o1185. Seneauie ao 113C2 INSTALLATION iaeauans as Wdl— PIT 3. Allmwlres sM1all be �nstalled 'in appropriate sized wlre bo=es witM1 corer. p p p p s (Am oo= w g n I g lid), u g re rnnnectors as sp -,d in S_Thn 3 d4 PRESSURE TEST A At repays intit are eng A It the r sompieteey sneeu ti a tiaNst the emir system tind moue tiny neo 3 At ADJUST AND CLEAN 9 All uneer Isis contract snail not tie n oily a p d untilexpi,bti.n or the guarantee period_ E gat'ion Contractor eM1 °tide a letter (on M1 IetterM1ead) to the owner, slaying Ihh1 Ih,A e no ae(t)sye rrom date or completion or occeptonce at on, tie sn oil p-6, trip requ rpa —A- one%, ,,pIh-m.- pUAn,lI, thin two (2) tl y END OF SECTION 32 84 AS �ood CONANT &ASSOCIATES 1m1Y-I RaEmmfll-tl W1udq Nogd�8,M01-fq9 PLu- (1m16L]]N � wrfalm-m�tmm — OCIDEE VILLAGE RESIDENTIAL, LLC OCOEF, FL IRRIGATION SPECIFICATIONS A5 NOTEp rvm�5FRL4mlAW.a L-407 FIXTURE SCHEDULE a LEGEND � vauTKMx AUDIO LEGEND GENERAL LIGHTING NOTES U CONTRACTOR TO INSTALL LIGHTS, TRANSFORMERS AND WIRING ACCORDING TO MANUFACTURER IN5TRUCTION5. 2) THE FIXTURE LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE. EXACT LOCATIONS WILL BE STAKED IN THE FIELD 81 THE LANDSCAPE ARCHITECT_ ELECTRICAL CONTRACTOR SHALL NOTIFI" LANDSCAPE ARCHITECT ONE WEEK PRIOR TO INSTALLATION. 3) CONTRACTOR TO SIZE TRANSFORMERS AND PROVIDE DEDICATED ELECTRICAL OUTLETS 4) ALL TRANSFORMERS 5H4LL HAVE TIMERS AND PHOT05EN50R5. 5) BUILDING ACCENT AND SAFETY LIGHTING BT OTHERS &)ANY LINE VOLTAGE LIGHTING TO BE ImMINIMUM OFFSET FROM POOL WATER EDGE GENERAL AUDIO NOTES U CONTRACTOR TO INSTALL SPEAKERS, RECEIVERS AND WIRING ACCORDING TO MANUFACTURER'S IN5TRUCTION5, 7) THE FIXTURE LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE. EXACT LOCATIONS WILL 5E STAKED IN THE FIELD BY THE LANDSCAPE ARCHITECT, ELECTRICAL CONTRACTOR 5HALL NOTIFY LANDSCAPE ARCHITECT ONE WEEK PRIOR TO IN5TALLATION, 3) CONTRACTOR TO PROVIDE DEDICATED 5LEEVE5 FOR SPEAKER WIRING 4) SOUND 5Y5TEM PROVIDED 51 OTHER5 NOTE: REFER TO ELECTRICAL ENGINEER'5 PLANS ANp LOW VOLTAGE PLAN5 FOR ALL LIGHTING AND 5P€AK€R INSTALLATION INFORMATION. THI5 PLAN FOR REFERENCE ONLY 4' sa ALUMI' FOOTII CA15LI BETWE FOR L TO HA L IGHT CHOR CLIPF CONTE VERIF FIELD CONJL TREE AND LAYO POOL AMENITY LIGHTING PLAN I ~`f�4or rw.m7 CONANT &ASSOCIATES unwaLeatmmema pLdq Nptld,8�p1Ap9 Plea ImibL1L6 wrtp�[� �rz r-��nT seT OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, FL POOL AMENITY LIGHTING PLAN Nc I"=1m' ""°"�EPLLSmmDLLI'a SALE I' - L-500 NOTE: OUTDOOR FURNITURE AND GAME INFOp'IATION 5HOILN FOR REFERENCE ONLY, ALL EXTERIOR FURNITURE BITOWNER UNLESS OTHERWISE NOTED. FINAL LOCATIONS TO BE APPRO`iED BT OWNER NOTE: OUTDOOR DINING TABLES TO 5E AGGE$SIBLE (2' MILL gNEE 5PACE, 34' MAX HT 30' MILL WIDTH AND Il' MILL DEPTW Ref. a,:T,e�re ryne .r•cmre. 4 Der ktJ Ise i e G Paa _hN 4 , C IT— I i e D UrtJrrN uBose NTT' eos Proa�el nelonNlloh _ o; woae n u�h1 1 b G.WRI ea.+inq Ch N Fs � 59 �33i5 W 18 MRY A �l I x 21 P t h T P 111M lh CiY% 1 11 1J xD11, I'HS M _fi sr 24 duI Id _51, P oPe 11WxLA1a 15 211111 2a a�a hN rl„I.h r�bn� Ic+N. lGJ isD 22 W111e NIA ld: ffiD A 12 �] IA N E A-1—Chan T M,,houz© 0" ne .hrnr rNo nhc.,se G Lei' rm 1Msav .. ar_houe H 4de Tabie i W Tehowa C.IFee iabie wa�ehosse Spa TookOui' Saellonai Coniof N/A WLJ'xD'e5'x-i 91" "A O':d ue "1 zD 1L '1 eoe Vz .e.,ignol LatYi IWA W2i'zD:W';,H31' ft, ITT Sioa'U" IWA W 15 T'z D 1ST Z H 1] T WA ..ic Recl ale ,4 ff sable x^.1"rp ny'sH 1H' I., 1HD Teak D k. 16D 3 J Dnybed Sornce rW ITI. ,ITI.,r Moon Daybea 5FD2'12212 H33'z Ti E3 x!A IH oor 1'n' Ir"Table tLSW-,I W67 Di(ki"xITTT [ENIA 1.Pra DDl Pining Bench Farywood _______ __________ 1 M1 t;o�mtsoie Set Ledye L. r MOO Gencn '?Jp W69'xA tB"nN 11 ___________________________________________________ _________________________________________________________________m___P>N Ma036"x» D" �Iy tahie 83f.D 1. sD N H 1 ,hu 0c rU andG an Goes LL GM CH wM N/A IBD 6 i8D wets NI 2 O Gas ss..e :acle Te ork and Fav it led 2a5"Al WN`Lid—T ICl41(YiA M13v'X Oiu-. IS..i' � flncl S1a Less "vleei NIA 1 1ZJw ;4 M WA01j�Mk0IJ; 4 SCALE: I" . 10'-0" I slillol I % Fro—luml CONANT &ASSOCIATES 1fOW-I �aE�oeBl-el Qludq Nogd, J8A01-f 619 PLu- Elm16L]]N wrh,Lmm�-Rm- OCDEE VILLAGE RESIDENTIAL, LLC OCOEF, FL POOL A NIN FURNFLURE PLAN L-600 Date Published and Media Name Thursda A it 3QJ2 2 ii-1 'i �� Orange Times Advertisement or Article FIR r INSER110N CITY (lr+OCOEE NOTICE OF PUBLIC HEARING LARGE SCALE PRELMINARY/FINAL SITE PLAN FOR OCOEEVILLAGE CENTER "ALLURE AT GCGEE VILLAGE CENTER APARTMENTS" CASE NUMICER; LS-2019-007 NOTICE IS HEREBY MEN, pursuant to Article IV, Sections 4-3A(4), of the. City of Ocoee Land Development Cade, that on TUESDAY, MAY 12, 2020, at 6:30 pan„, or as soon thereafter as practical, the OCOEE PLANNING & ZONING COMMISSION will bold a PUBLIC HEARING at the City of Clcoce Commission Chaanbers located: at 150 North Lakeshore Drive, Ocoee, Florida, to consider the Preliminary/Final Site Plan. for Allure at Ocoee Village Center Apartments 'the parcel identification number is 05-22-28-0000-00-0 40 and is located on Clarcooa Ocoee Road, east of the 42,9 Expressway. Tire parcel contains 23.67 acres, ofwhich 15,fi3 acres will be the Allure .Apartments. The proposed use for this project is a four-story 320-unit multi -family development with a 10,000 s.£ clubhouse, interested parties may appear at the cited meeting and be heard with respect 10 the proposed variance. This notice is given pursuant to Article IV,, Subsection: 4-9 B. (1), and page 180,4,43 of the City of Ocoee Land. Development Code, A copy of the application and the City of Oroce Staff Report may be examined at the Planning Department located in City Hall at the address indicated above, between the hours' of 3s00 aan, and 5m p.m., Monday -Friday, except legal holidays. The Ocoee Planning & Zoning Commission may continue the public hearing to other dates and times, as they deern necessary. Any interested, party shall be advised that the dates, times, and places of continuation of these or continued public hearings shall be :announced during the bearing and that no further notices regarding these matters will be published. You are advised that any person who desires to appeal any decision made at the public hearings 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 the testinnony and evidence upon which the appeal is based. Persons with disabilities needing as- sista nce ter participate in aRy ofthese proceedings should contact the City Clerlt s Office 48 ]hours in advance of the meeting at 407-905-3105, April 30, 2020 20-01791W M'Imq; H'Iust;y Johnson (Jtt y.�°��rtn n➢rt�rta➢➢ . 11"ohort Ik r,114, DATE: May 12, 2020 TO: FROM Lorry Bniflson a ttanb,c;nn➢➢ ry Wflsen, Ilnst➢➢ct; STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Michael Rumer, Development Services Director SUBJECT: Southeast Commercial at Ocoee Village Center PUD Preliminary/Final Site Plan Project No(s): LS-2019-009 ISSUE: Should the Planning & Zoning Commission recommend approval for the Preliminary/Final Site Plan for the Southeast Commercial at Ocoee Village Center PUD? BACKGROUND: The Ocoee Village Center PUD is located on the north side of Clarcona Ocoee Road, east of SR 429, South of Clarcona Ocoee Road, east of N. Lakewood Ave., and east of the intersection of Fullers Cross Road and N. Lakewood Avenue. The site is located within the SR 429 "Interchange Village Character Area." The project received approval for a rezoning to PUD and PUD Land Use plan on June 18, 2019. The original plan included the development rights for a mixed -use community that will include 150,000 S.F. of Commercial, 196 Unit Townhomes, and 316 Apartments units. The applicant is also in the process of a Substantial Amendment to the Ocoee Village Center PUD in order to increase the townhome development from 196 Unit Townhomes to 232 units and the apartments portion from 316 units to 320 units. On February 11, 2020, this Planning and Zoning Commission recommended approval of the Substantial Amendment. The amendment process is on hold and has not been approved by the City Commission. Once The applicant and the Orange County School Board work out an agreement for Capacity Enhancement, all of the process which includes: PUD Substantial Amendment and Preliminary and Final Site Plans for all Phases proposed. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Institutional / City of Ocoee Forest Lake Golf Course East Low Density Residential / Orange County Single -Family Residential South Low Density Residential / Orange County Agriculture / Vacant West Low Density Residential / Orange County Agriculture / Vacant "PUD" :�%Z II'geetliu g IDate': II'0ay'12, 2020 111otecLU Southeast Somilmelociiall at Ocoee Olillllage Center II IUUIIID Iuoojoct Ilguur nllooio(s)I1 S..2019..009 DISCUSSION: The Southeast Commercial at Ocoee Village Center is more specifically located on the southern side of Clarcona Ocoee Road. The applicant is proposing a three -unit commercial center on 4.71 acres. A 4,650 SF 7-Eleven gas station and a 14,000 SF strip retail building will be developed in Phase 1. A third pad for a 4,000 SF quick -serve or fast -casual restaurant will also be provided. Access to the site will be via a right in from Clarcona Ocoee Road, a right in on a new realigned N. Lakewood Avenue, and an extension of 2ND Avenue from the east to N. Lakewood Avenue. Utilities and off -site stormwater will be provided from the south Townhome Development. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Site Plan for the Southeast Retail at Ocoee Village Center PUD was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project and the proposed onsite and offsite public improvements, which include installing new water and sewer lines, a public lift station, reclaimed water, public roads, public stormwater, and a public park. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for the Southeast Commercial at Ocoee Village Center PUD. Attachments: Location Map Zoning Map Aerial Preliminary/Final Site Plan for Southeast Commercial at Ocoee Village Center PUD Large Scale Preliminary/Final Site Plan For Ocoee Village Center "Townhomes" & "Southeast Commercial" Location Map N PRELIMINARY/FINAL SITE PLANS for rE OCOEE VILLAGE COMMERCIAL SOUTHEAST CORNER DRAWING INDEX -, - C-0.0 COVER SHEET z C-1.0 GENERAL NOTES -- C-1.1 CONDITIONS OF APPROVAL _ C-2.0 EXISTING CONDITIONS & SOILS MAP C-3.0 OVERALL SITE PLAN - C-3.1 - C-3.3 SITE PLAN C-4.0 OVERALL UTILITY PLAN C-4.1 -C-4.3 UTILITY PLAN .. C-5.0 OVERALL GRADING & DRAINAGE PLAN C-5.1 - C-5.3 GRADING & DRAINAGE PLAN C-6.0 STORMWATER POLLUTION PREVENTION PLAN C-6.1 EROSION CONTROL DETAILS C-7.0 SITE PHOTOMETRIC PLAN C-7.1 PHOTOMETRIC DETAIL SHEET C-8.0-C-8.1 STANDARD CONSTRUCTION DETAILS LOCATION MAP AERIAL MAP C-8.2- C-8.5 C-9.0 CITY OF OCOEE UTILITY DETAILS SIGNAGE DETAILS N.T.S. N.T.S. 1 of 2- 2 of 2 BOUNDARY AND TOPOGRAPHIC SURVEY L.01 LANDSCAPE PLAN LD.01 LANDSCAPE NOTES & PLANT LIST LD.02 LANDSCAPE SPECIFICATIONS PROJECT TEAM IR.01 IRRIGATION PLAN IRD.01 IRRIGATION DETAILS IRD.02 HINCITYINEI—AN OWNERS III AIIIAI PER ON GIO" PHONE "--.nm°IEANMnPHOorIACSTDEcA PORTION OF THE SOUTHWEST 1a OF SECTION s, TOWNSHIP 22 SOUTH, RANGE 2e EAST, ORANGE COUNTY FLORIDA TOGETHER WITH PORTIONS OF THE IRRIGATION DETAILS TELECOMMUNICATIONS SPECTRUM GAS WOHLFARTH CONSULTING PERMITS REQUIRED Gfl 0 0 P GROUP LLC AGENCY PERMIT TYPE DATEAPPROVED APPROVAL NO. EXPIRATION DATE tnnro oEvewRmtE�ra cmc-nvcces vWmmcRs cv cwce ENGINEERINGSERNCES 246 N. WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 32714 (407) 750-3723 DATE DESCRIPTION „_ �„ GENERAL NOTES 0I , UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE PERFORMED PER THE CITI OF OCOEE ENGINE ED N A HE ENERAL NGTMANUAL. LAND DEAELOPMENT CODE AND CITY DETAILS NOTE THAT EHE MOST DETERMINED STRINGENT THE ARED BR A AITV) SH OTHER CONDITIONS THAT MAY AFFECT THE SUCCESSFUL COMPLETION OF THE JOB PR OR TO COMMENCEMENT OF WORK. ED D SPEOFI_ IFEI THE R C OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH. HE SHALL PROMPTLY NOTIFY THE ENGINEER, N IRITIN I AND AN' NECEIIAll CHANCES IHALL BE ADJFITED, AS PROVIDED IN THE AGREEMENT To, CHANCE, IN THE WORK PERSONS PERFORM NO AN' OF THE WORK UNDER A CONTRACT TH THE CONTRACTOR 5. THE CONTRACTOR SHALL BE RESPONSIBLEFOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, PllL C ITIL T�LES, PS'L `TCAR' E R 1EAR E COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING 'EADIG" RA WA SUCH AS P—MENTS, 'FACES PIPING WIRES CABLES CO DU ECRGUY$ NEC.R OT ER SIMILAR TACVLI TTEISS INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN ORDER THAT PLANS APPLICABLE PERMITS, AND 5PECFIC E IT MCA BIT ILDING AND SAFETI CODES. LAWS AND ORDINANCES T. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN CONTRACTOR SHALL ORTAN GAS D NUMBER FROM LOCAL GAS C.MPANI AND NO T 'F I IH OF IT ATE INE-CALL ITILITI NITIFIDATIN CENTER AT AT LEAST 11 FIT PS PPIOR TO START OF WORK PHI COUNTY ENGINEER F'EPA'TMENTPPROVAIF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND SUBMIT TO 9 N THE EVEN T NOTIFY THE ENGINEER AND/OCONTRACTR 'HE11 OWNER OR OWNER -COVERS AN' S UPS ON AGENT, OMISSIONS IN THE PLANS HE SHALL IMMEDIATELY MARKERS ARE DISTURBED THE CONTRACTOR SHALL EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO RESET OR REPLACE THEMCONT ACTOR SHALL PPDVIDE PROPER FACILITIES FOP SUCH ACCESS AND FGP 'HE INSPECTIGN POSTING OF ESECURITY GUARDDAL M. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR 13 CONTRACTOR SHALL AT ALL T ME I UT L'E ALL No' M ALL' ACCEPTED AND IE=l EIRMITZEDISALFET", PERTAINING TD SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHER A' THEIR MANUFACTURERS FFNNEL5 TGA WATER 4 N' EAVTKES)X CONATRACTOF SHALL INSTALLOFENGESE AND/OR TAKE ALL OTHE RSFERASONABLE ANDDS P'UDENT STEPS IN IT UNATH"ZED PERSONNEL ED 15. CONTRACTOR SHALL COMPLY IN EVERY RESPECT .ITN THE PROVISIONS OF THE FLORI DA STATE TRENCH SAFETY ACT 16 THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PPOMDE ALL AEASDNABO PREVENT DAMAGE, MPLIIEES IN THE E G THWORK AND ALL ITHERPERSONS 11 MMAI RE AFFECTED THEREB A ALL THE .. K AN A A L MATERIALS AND ESITIPMENT TO BE INCORPORATED THEREIN. INETHEI IN STORAGE ON 01 OFF THE I TE. UNDER THE CAPE. CISTODI 01 CONTROL OF THE CONTRACTOR OR AN' OF ITS SURCONTIPACTO- CONSTRUCTION NOT TH SURGE OF IT ALL APPIT CAB LE CODES AND ALL APPLICABLE LAWS ORDINANCES. RULE S. REAL LAT s AND LAWEUL ORDERS OF ANY PUB IC, a As PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE. AND CTO SAFETY REGULATIONS ANGOLDND, NOTIFYIPOST NG OWNERS AND USERS OHNI AND OF ADJACENTER , UTILITI ES OF THEARDS, PROMULATING EX ISTENCE OFG GHAZARDS AND IF THE IAFETI IEGILATIINI. 'M ALL DAMAGE OR L GAS TO AN' PROPERTY CAUSED N WHOLE PC N PACT " THE CONTRACTOR A CONTRACTOR . EXCEPT DA M AGE OR L OSS PROPERLY ATTRBUTAB%SOSEFTO THE ACTS OR OPINIONS OF THE OWNAND SNOT PROPERLY ATTRIBUTABLE INS WHOLE OR IN PART•TO ORTOFAULTSORACTSNEGLIGENAN'CEE OF THTHEMEM CONTRACTORS '9 THOSE 'ARTS OF WERE N D ACCOVIN CDH A,.PAEPAJDJECTGTO =IAENTBAELCLAUSEN IF IPEPATTHINS BEEN OF CPAII ON BI THE CONTRACTOR AT CONTRACTORS EXPENSE 2R, U OF L F NAL RICK CHANGE OF T HE WOOD 11 OWNER, THE IINTIACTII l"ALL "AVE THE Cl AGE AND CAPE OF AND STAFF FEAR THE KE NTI AT 0, STORED ON 5RE, BY THE ACTION OF THEM ELEMENTS OR FROM NANY OTHER CAUSE WHETHER ARISING NFROM THE LS EYE UTI BEF RE FINAL ACCEPTANCE AND SHALL BEAR THE EXPENSES THEREOF. CROSSES TRAFFIC-CAPPANG ACRES THE PA IPATINAL EALTH AND IAFET I ACT OF _Y AND ALL RULES AND PlIJLAT.NI NOW DR HEREAFER IN EFFECT UNDER 'AD ACT , AND THE CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS A`lTDRTY SHALL I, HANDLE ANSPORT AND ALL 23 (HAZARDOUS ORDI RSOTHERAOSE)INCOMPLIANCE WITHALL PRESENT FEDERAL STATE AND LOCAL ENVIRONMENTAL.ALTH OF 5 TETI LAW. INCLUDING. BUT NOT LIMITED TO. ALL ATCH STATITEI REGULATIONS, "LE5, APPROPRIATE GOVERNRELEASE24 CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS STEGGNTPACTORS SHALL NOT CAUSE THE DISCHARGE, RELEASE OR DISPOSAL OF AN' HAZARDOUS MATERIAL CREATED IT ITS WOFFK ON OR ABOUT THE JOB SITE IN THE EVENT OF AN' SPILL, OTHER OR AN' MENTAL AGENCY AND SHALL OCCURRENCE,ORTABLE TAKE SUCH AC ION MAY BE NECESSARY TO MINIMIZE THE DELETENOUS EFFECT GO SUCH SPILL 0 OF FROPEFTI 25 CONTRACTORTIE SHALL PFOT CT AND KEEP OWNEF (INCLUDING THEE AGENTS AND EMPLOYEES) FFEE AND HARMLESSFROME ANY AND ALLLIABILITY. PUBLIC OR PRIVATE, PENALTIES. CONTRACTUAL OR OTHERWISE, LOSSES DAMAGES, COSTS,, ATTORNEYS FEES, EXPENSES. CAUSES OF ACTION, CLAMS OR JUDGMENTS RESULTING FROM THE FEDERAL ... PATI' NAL 'AT FLY AND HEALTH ACT OF ... A' AM EN RE A I P ANY CHILE 11 ` E ` THAT I N PRO M OIL SALES N' FEE U OFF , 01 OF ANY STATE LAWS 01 REGULATION A PERTAIN NO To HOR SAFETY AND YEALTI THEPERFORMANCE OF WORKUNDER THIS CONTRACT, AND CONTRACTOR SHALL IOPEMNITO OWNER FROM ANY SUCH CLAMS. PENALTIES, SUITS OR ACTIONS, PUBLIC OR PRIVATE. ADMINISTRATIVE OR JUDICIAL, INCLUDING ATTORNEYS FEES PAID OR INCURRED BY OR FURTHER A FEES N HE EVENT OF A A E D A DLAT ON FEDERAL 0 OAND YEATTI LAW OF RISING 0OF 11 N ANY WAY CONNECTED WITH TIE PERFORMANCE OF WORK OR WGRI TO BE POWNER TO BE M EST T HE C ERFORMED UNDER THISSARY BY FARES VILATIGN. ANY AND ALL A IlTl OR CONTRACT. OWNER MAY IMMEDIATELY TAKE EIPEERACTION 11 DEEM GREEAID 11PROTECT ROTEC D, N'OLD SHARMLESAND INDEMNIGI OWNER AGAINST ANY AND ALL SUCH COSTS OF EXPENSES. BORNE By CONTOACT., AND CONTRACTOR FOR THE RCGNT, 11 ACT 27 CONTIAC TOP AS REES TO NEEM Fl DEFEND, PROTECT AN FIND THE DINER HARM L E IS CLA EST CA TESTNO ACEVERNMENTAL APPROVALS.NREMEDIATION AND CLEANUP ARISING, OUT OOFSORF INN ANY WAY CONNECT D ON OR ABOUT THE FOB 'ITE IN 'OLATON IF THESE CON'T "CT I N D.CIMENTI, CONTRACTOR SHALL MMEDATELI SO NUMENGINEER OCCURRENCE. CONOWNERTRACTOR SHALL NOTIFY SHALL TAKE SUCH ACTION AS MAI BE CNEO THE EVENT OF AN' SPILL APPROPRIATEE "ART TO MINIM I GOVERNMENTAL AGENCYF EOWNER &ENGINEER AND LE GE THE DELETERIGIS EFCT OF SUCH SPILL ON PERSONS OR PROPERTI 29. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE. UNDERGROUND IT" AGE TANK " ITHE A C INTAINEI IF AN' K OF THAT MAT CONTAN A HAZARD.. MATERIAL TIACTAP THE AREA AFFECTED AND REPORT THE CONDITION TO OWNER AND/OFN ENGINEER IN WRITING. SHALL MMED TELV STOP WORK IN RID "N AZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR FEDERAL ON UNDER ANY PlEIENT FEDERAL LOCAL STATUTE, REGULATION, GIGINANCE, CHILE, CODE, ACTON POLICY 0, COMMON LAW DER,OF5(R) COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY T (42J A A SECTIONS 9BALLET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U. SC. SECTIONS 6901 ET AEG.), OR (C) WHICH IS TOO I E"Lo'- , COME DRIVE, FLAMMARLI, INFECTIOUS, RADIOACTIVE, CAPCIN.CENIC, M11AGENIC, OP OTHEI-Sl POLITICAL SUED ON THEIEDFOR I DR INSTRUMENTAL- OF E(D)NTH THREATENAn UPON THE ON TO ADjACENT PpAPETE, Op PUSS OR OR (E) W HAZARD TO T PRE BIPHE'ASOLNYLS (PCBS)F ASBEEL UEL OSRTOS,HER LEAD EAN UREA FORMALDEHVTROLEUM ODE FOAM INSULATIONONTPINS POLYCHLDRINATEDCONSTRUCTION DRAGINGS PRIOR TO BEGINNING CONSTRICTION HANDICAP ACCESSIBILITY NOTES I ALL C: (ADA)RA D THE FLORIDA ACCE551BILITI GRADE MP) S CONDITION ACTUAL ELEVATIONS SHALL RE RASED ON EXISTING A ADA 'FIT 'EFENTS SUPERSEDE ADD T CIADEI AT LEFT L:,FTC ONTIACTOI T:TCHIET"BACK SLOPE AT I 1 .1 FLATTER AS NEEDED FOR RAMP AND SIDEWALK CONNECTION A PETER TO PLAN SHEETS AND SECTIONS FOR LOCATIONS AND SIDEWALK WDULS THE DETECTABLE WARNING CONSST NOT WID PA SE 5 DOMES (ALIGNED PATTERN) ,STRIP DOMESHCHAT L HAVE A DIAMETER OF 0.9E IN" A HEI GHTR OF C2 INCH, AND, AACENTER THE MATERIAL USED 'A P�.VIDECHCE.'�TTIHAEIT'ASHMAPLLDEC�ENCTAIA GET IRNATNI ISlIP701,HALL BE GGNHIAITING IN COLOR 6, THE CRO55 SLOPE OF RAMP SURFACES AND ADJACENT STREET GRADES SHALL BE NO MOPE THAN 1 5C 01 2B MAXIMUM T. CURB RAMPS CONSTRUCTED BY THE CONTRACTOR SHALL MEET ALL CURRENT APPLICABLE A.D.A. REOUIREMENTS AND SIT ALL HAVE DETECTABLE WARN NO COMPLIING SITH A KRT REQUIREMENTS, AD CE551B I 8, CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED. 9, DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MAXIMUM 2% PER ADA REQUIREMENTSIII SIDEWALK CROSS SLDPES SHALL BE MARMUM 2% PEP ADA REQUIREMENTS A CARD FLARE LAND N SUIT MEE ADA BE I 12 ACCESSIBLE ROUTE WITH RUNNING SLOPES GREATER THAN 1:20 IS A RAMP AND SHALL COMPLY WITH ADA RAMP 13 ITE E 11SPONSIBILITI TV MOST CURRENT MEET EDITION URRENT ADA STANDARDS CONTRACTOR SHALL PETER O FDOTSTANDARDS, (INDEX RECORD DRAWING AS -BUILT REOUIREMENTS� AS -BUILT DRAWINGS SHALL BE PREPARED BY AND CERTIFIED (SIGNED AND SEALED) BY A REGISTERED SURVEYOR, AND SHALL BE P IFOVUDED TO THE ENINEE ` OF REC"D UPON Co' PLEION OF THE PROTECT OF I WEEK P, , To CONTRACTORS ATTEMPT FOR FNAL SEAT FCATE OF OCCUPANBUILTCY UM SHALL REFLECT AN I CHANCE' To THE M" OVE I EN TS MA DE DURING CONSTUCTN D MUST FEEL 'HE MNMUM .... ... NTS IF ALL PECULATOR I AA INC ES LA A NO HU ISDITAN AS WILL AD THE INTEPA OUTLINED BELOW BIRTH DRAW N 2 MUST BE CLEARLY LABELED AS A I A , L T 0, , ECIDID DRAW PC MINIMUM, SHALL BE CERTIFIED DO THE AS -BUILT DPAWNGS 0A5-BUILTS NEED TO BE SUBMITTED TO THE CITY AGNED AND SEALED IN ACCORDANCE WITH 5ECTION 5.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS B) WATER D STIBUTON SISTER, A LOCATION AND DIMENSONS OF PIPES. VALVES. FITTINGS CHANGE OF DIRECTION, AND OTHER ASSOCIATED FACILITIES WASTEWATER COLLECTION/TRANSMISSION SYSTEM. L"ATN DIMENSN AND NVMPT ELEATNS ATI A LIFTSTATION. FOFCEMAI N. FITTINGS CHANGE IN DI CEGTION AND OTHER (ASSOCIA ED FACILITI ES ON) PAVINC AND DRAINAGE SISTEM AND IN MMEPAJD ELEVATIONS OF ALL DISCHARGE STRUCTURES INCLUDING ALL WEIRS, SLGTS, ATES PIPES TS . PIPES CONNECTIONS TO CONTRIDT STRUCTURES AND PONT, IF D SCHAIGE TV 'HE PECEIGNA WATERS: OE AS TT G AAEMENSIOND VOLEUME BELOW EHO COTSNTROL WROER ELEV ONO, FOR NLORMORMWA EER CRE E MSENTAPOND HSTORAGE F, ERSTIN A WATER ELEVATION OF SUP FACE WATERS AND THE DATE DETERMINED; A ELEVATION AND LOCATIDN OF BENCHMARKS FOR THE SUPVEL ADA FACILITIES. Q Lu Lu W W g d' w 0 0 0 W � J J W d' J H Z W W p 0 W (n O O ONSBIT AP CONDITI PRDVAL Sec1Dn A General y a (the y) j ssu,nce D bu ld ng perm is untler ce,f, n crcumstonces, tie CIY bos nD low ul enl ah s !oiled ID take reasonable easvres ID preserve the gees Dn sle. ua o1s andetracts 9codnta nsg protested etiees as much as p ssbe. Final street ordin,ted City Support bm lfa, arlment niormot on Ys m Dvson of the lme of lno plot [f e1s] A be ded tole, 1be pub c a1 ine 1me o pat g ess otberw se noted. (on etl)We der Io mnmz urbonces OI the vetoandssdur n9 c nstiuct'on. tl 3. Welland and ex stings water 'm act f r ttis p perly I. regulated by SJRWMD antl The Flo,ldo Deportment of Environmental Profec1- General Dr O en ace re D pr idt undI- ispdeli�nsedpa anv Porollonno m a1 Ul-), s ( ) sn and tracts ! pedestrian c ect'on �. SucM1 d signaled o space exclutles wolerb dr- lots, street rights Df woV. AT- legislation aped nolhing e rein shall be constiuedbas such an exemption. 2. This protect sha be deve aped In sx (6J phases. ensor ,ndsc,pe areas will be g d and have an automatic ram ec Easements/ [I1 e is] T m(s) I ye 1 Assoc of on at 1be tme D poi g roads w be onosfpub ii are repo retl tram Ines g ies pro, A commencement of 4 A t' mtta o 1 P Y S d" Pan or Sit, Uddd 99 to 3 Each p of the p ect A stand on is o ect t s (sewer water slormwater ma g ent access and oNer seated services). g osements sna be p,avded ror to Dr a1 Inc limb a plotting tls] S ,dn Dl ( ) 9 s, er,d-,d P k Dtect on A Ch 369 3 CF or y Act (WPPA) 2 (3). .S] o cibhdlls t (ta) e e reserved ch lot will be placeded around exis q p otected frees toCity p nspt upgraded to g„'srtif A, Th, site w by thus ,a do allade�elopment snags wlth not „rellu landeb oundin lands,lac g la L (Inc d,1. w edeL,nd D eh(m tle1)et s Manual al g ith the Code�stent web the Cdy o1 Ocoee Engineering Slantlard on w ol ordinances and the Land Development Code nclu g -she exis g erbead wires shall be placed un g ntl. i din on Iin ov der rou eXi I edslelen�cenbetthe ween standard streetml snhisn anbd thetl a Saded sctJeet ig Pg ngnls. nvey to th City the Co I Drm a wnm shall be approve e pro, o the Y Y c nve on y <e. IM1ellro iweti,nd. sO metM1ads n u,llt P w extent ex re t ortn an a wo ver table a P Y t (5J a (IS u - - [I! pads] Street urity IgM1Is and IgM1ting ! -11 be Secl an H COmmerc of s All commercial IOIs will be o minimum a! ane (1J acre in size. s e(BMPs9. wand or flood 'I n da be diverted wtowards / u expl Y taut an the plan, Side paced 'n TIC easement 'f n sar to ices Y run them p tin expense. ociatiOn will be responsible !Dr all opera g �onsucb d'gb1'rngAss -[We Pork y ntl Protection Act V 6, ousel 1a any pubic streets as a recut a! the construction 1 d t the p„'ect s be rompty re 'red by the Owner to the a round exis prof ectetl frees f, be preserved. co s1s re t�ng ,co OI uses sna conform I. the mmerc, of s deve oiled antl whm w to ,pprova of 32tn ) app cab g rnment, stund,rdsh at IT,0--sae cost and expense, cn easements sbo )he [gates sand sdub)d'vs onIn es -ply MIT ATIRS Vlo Chapter 34n Ile eo e y Dn I West Or ro e ownetl V e ndvdua of or tract owners Sect On I. IN EN IDNALL DELETED tied ceclion IJhroueh feat p roved locations shown on the opprovetl Finof Subdion Plan /Final Sbe Pan. adn/Fin, ste Pant,nd w be szed �, meent ctyit, aarements. by Seel an J, mwnname the o O the weon st! Orlso e he dd perasses UA Z 8, Alles (Incud'ng bu'dings p, , ,m C.IytY fa be ee (3) ar m„e „sets access ram Ina! ly weer o, g ,,. p 0 o ntl/or t, or tlu g u be removetl a te,mnoted pr rn c deve Dpment repo g ace uses, cn III p P Ii" I, and other p ebY 9rontetl 'n fours O1 the C't y antl of her app cab ebull C,,enforcement Ire and other h1 C toePEnter ands KnoxO Box chn gy nsto etl rot ono at eo g to o D m O g r number Di slates w nclude omat'c fire protedcl one sysiems.e 16 U Q L-4 B F/ io t of to s plopIlly to that Geri,in _ _ _ DevegOg,mAnteeemenl dated co, ded Sn b0lre'a Records Book _ . Page o cute an e Cty m e III III asemenl n recordabe f with resp g ed) a ns (antl to, art ai an individual ta1. shall owned antl mo nto netl y e Assoc of On, y QN s w EXHIBIT 'C" PERMITTED AND PROHIBITED USES Pubic Records of Or q o y, arid,.JwolR I' A ID (J y () ° in er1Y owners ossa ' tl ebNawsn Dr Dn (Inc of On"J' a dro noge to the ma9neten,nlce spurposes. eTh mint w� LI e n a V ct Dn tD repot enled.hO Sidewalks w buttl�gs plaltede lot s hatracte cha a each e.tended to the curb ane the appropr'ote ramps r then be constructed. of the nd Development Cotle g g ulti-fa Y evelopment standards. 4. Street tree ed by ine owner tree e, p V w �q] e nd (iJi) wa�ronty deeds, easehme�lsp r ma nto n the dro noge syetemOeon ine property uct ed at the time of rmanent construct on or L nl mmmon areas oa wnhome unt ror to test state or occu reach bu p p Y g emitted uses shall be those under the c 2 (Commu Hy W y In Oun ntl/ar tIAt (-WMCa the y r and appraw pr or 1 eoI e 5 A decarat t and restsctons I' g t I nhomeDi rt an or Inc p p y a ncude Ne for g prow ohs ) o o) tons pa t'ng or a porl'on Thh, property. he Ass,c'al'on sha own and maintain a common area ct on F S Drmwo er Ma en m e pond, tiDn ponds will le unfenced mtn maximum 5.1 side stapes mtD ewthan e -v the p i- SeMce c notbmRly -13- III of Ity ys r d6 n No -do., 3t g nail be eb.) Retail Centers - Hit- to a (loos area ratio (FAR) of 3 c) Dowry Store ere DhEll ewlndows. J Q J A, d 11- of 2 drlve Ihru T e DO, Ih Iu ne�l (6j rl ,gal Raaa re Land oerioPmemn caeca! lass span be praxmed �n accordance wnh me Gen �m Hhlelf)�B am ar s,n 0 and reetnctians arse g e prop v 1-1- t g (e) ) m ,m pmx g hat Ili � d 12, Each 1 hydrants anted OSHA ;re o ohd o m m me street n me ceme, , me aneoyb w nca,pDmle the siO,mwmer needs ar me y e y 7 a e/ P k (Rego res Spica E=seat an) o 0 0 U Q e Dsesl m cam y nl bb pab c roads within p p,bbina e pawls streets. 7 / 'l F„s, F C) < Song w tDA s aaegkale mgntengnee an,an assessments at a sae , a g to, et from the p f the bank .AntUn ,re,e stir be ffleen feet (15) except n d g led so-e p g paces. .) C07 Q W 0 in y m ties tie Owner sna be resp,nsb e for eltlL be connect Dn I. . hes1O d a y P d'n9 a hb RV d b t in 1l cube vson. p o g a oa pa g w e -) r FXIwa e S ores n.J AIR (FastHFoodJ (2 Mad-l- such as Chick FII-A. J = z ust a the Illot th. City act C y tt d t t the Assoc at'on relent an pontls w be awned, ,peratetl antl onto netl V e Assoc of on,T Arby M-nads Ic o.) it down Restaurant such as Long > 0 ~ eLaega y cress ghee na ee or tneb y n I.y ssessments for-uh 'ovetl o o from p,) C ed from all �J.J 0 0 the-Ahlil,n must be approved It mm ,n of the y Ibe purposes , p m ,e mba,semenl. screened vew wth a decora, ae fen and/or a—dit g rvateep.) AualDePansesla�eed p z / (th f the MS ,entDn tls, untilSuch,me as. enance, e ,ca , t (6) p oPlaenldl anofrMed'ca 011,es,.) 0 O 0 Pan andwthe..e COnd't OnsbnLLhhb eo P Add YOVE dsha ...T,Is.o s of the and Use 5 1 (o) t d, ore(b)wif the Owner is still responsble for maintenance DI the SWMS. tificofe of Completion is issued otn the nd the rSJRWMR' y yEl (3) s es Y ,raclare per sect Dn 5-6b of thee Land Deve Opmenl Code, I 1pI I. Ott hp bb M,ndes 9e n accordance win the y Ocoee 9 e 9 onlords Sect on B sees e t d' t' / d t d' ilon co e t oulhs CIT dR,He withespecl IheretD natwilhston g he tlissalution a1 the Association. scat I been c ,dto The Ass,cot Dn to Inc e ea used y e SJRWMD have been executed and accepts Y STRAND. Provtston r uiring lIntildlons on the sI,e and p enl of entrance a e rear o1 neY win ten rta n r0 naves 9 tl g VIe PrOhlblted Uses: Existing Ire eight ! t (8'J o urger (ot citrus Ire f Yra frees) toted gong p see cat'o oad s ID ncor Orate Inem n1a re used pe buffers and as street trees p Othe rou tlnd pvod ua srvA- p t the Ass c'a1'o at a times be good st, N the Ford, Secre y t Stale sI- ihes C(tyb ov ded vnidM1b opys the Ov,ners proposed m,nten,nw pan wTh respect to The SLAMS antl unit and that n, ULTRA um pslers shall be utinzed far p° r'od'c out p-Abe to Ile Altent and les Fetail Dr Wnof scale ) B t d e S` bps he,, ) M / re Y g waste o a 2.mR, xistin rodeo ots canto sin ecdtsdetrees g g g P eng neers cerl'rcate no IT, pSWMS o1, unC1'on'ng 'n Co, dance clhon 1.Ilehat 1be Assoc at on ebp- It- hb- 1") R g.) Po Veh.J Sc Q O I Find is sable ror the maintenance or the SWMS niemhe emde.l set poi b mile, iJ�e, .eOtaie,�al k��t N z o " U g.pp-el oJs�oa�ts. PI a�i��al Site Plan. anw bail p rinds are �ssaee far muse IT the dedo,tnt ondwdh theod, �ssa,nee ,l me the I, Csi burly°m mlj INewli�=: m�l erv�ce e�.) t a ed casts of ,el COYVTh, cocci eked Y he g p a9P5 „see sec,a�`K SI �mp,�en, Df theny =an Y we n m ,c,Ied t-b to inn be remaaed ,c,tan �n p We a d9„pD yea Fnd P�� We�as g b cca FrY J,da o dn9greet�a; w,v iii ee,eiJntri 9edb� prised ill flag or mendmenl mint reca,ded w th �; )2; o�d;a� e tD —y , f„d e tit f„ the st„mw,te m n, em t s fem b 1w g en n D feet pR , b at „ P „ inapt on a ) mattes: P, dl for site work or bull ding construction until the preservedAllIS-HIRTbl,Awn,ddndTh, Hove been teary marked wtb treeby the City ph., to dny s promect'on Nbarr earsA-Ololl 5. No p undertake land c r the r 'zed to the I.Th,-onlyJ-dITSfirn, IT s permissible it accompanied y title insurance p �0 1M1el AssociallodneP D-ld etn vent a edisturb,nce. siltatioJ, par ,therbconstructdb below the aJdp afuml wetland tines Fortner. 1ne single -!curtly h xisting lot, ! ProP M1dose portions O ernes that canton at mwstnon, (1) o! the three (3J () mast eflect've re s ('J k, st e,tures or (Its) Pt m n mum Ili ve percent (359) Wek vo Open pooe requ remenL 5 fond AO e ATMs w.J Temporary Saes bt,N a tent such as FAwo,ks. Christmas s. Va ent'nes Day x.) Ill, store ob y)eT r VdA, Store All rticle V, Sectia pC masimum exte p sable and no authorization shall be Sec an E 5 reefs -14- -16- 6 y t 0.- Land Development Cotle. _ (B). 9 4/2T/20 SE COMMERCIAL PARCEL DEVELOPMENT NOTES PROPOSED DEVELOPMENT MIXED USE COMMERCIAL PARCEL ID NO. 05-22-28-0000-00-004 PARCELADDRESS 10711 N. LAKEWOODAVE CURRENTZONING= PUD-COMMERCIAL FUTURE LAND USE- COMMERCIAL U w w SE COMMERCIAL PARCEL z Q PROPOSED AREA CALCULATIONS 2 d IMPERVIOUS AREA(ACRES) 140 7 O O U PERVIOUS AREA(ACRES) 048 20% U W � � U) JLu J = >Lu a. % O w0u) U O o0np 0 0 U N `�GHOOP W E s S GRAPHIC SCALE ,r IN CEARCONAOCOEE ROAD _(COUNTY RIGHT OF W s = F I a -------------- /INE`tt _ r—••fj1I1��I1 3 t J ? _ ----x - - x x 5 x0 -.x Imo_ 136__ UNDER GROUND 2 14 GAS iPNKS Rg F t t i �25 46 000'' i °p' ' p FUEL CANOPY' R15 (8 PUMPS T 16 FUELING Op POINTS) �❑ a t F'24 TONarc , 6 sa , FAA o DRECTONALARROW Cg. O HANDICAP PAVEMENT v FJO S C8U (TVP) OHAND CAP S c 9 TOP 0 za sTaP cNE s0 PAVEMENT STRIPING to TE/ OLP) 'D WN 8. O PEOEATRAN C1111 1 36 a, 0 Sa STD, s STOP R w/ 6 cNE (Tw.7 BA 9 Oa T n UaEci ONAL ANNAIE 9 � � gO T n MONUMENT AND — DsvLAv MUNA 4 ` (11 NUI TENANT MONUMENT2 9. 9. (-I I TENANT 9 O FIREANERSTRPNALS 33 B, 1 IE INI O sTUUsoNU(µ,$)PACNU MOUTH/"DO rvm ENTER NON (�P„ FAMND N�,� _ 115 SNULE TENENi MONUMENT S 9 U Q �5 �EDENA H DHwAv ADM N s<RATDN AND ,HE N,v DE DNDEE ,AN ATOM. .e ENE s' � e e �e . e. o t m a z4 SITE NOTES a s T sa' ❑ oE,EAAPLF SESALl wp,MNwOA e 'TIP, o � £ �3 P7 ` Eq I o FDOT TYPE D Cuae �(TV0 Y ❑ , DNDLTH CKRR AND SIDEWALK ? I a 15 13 10 M 8. R15 o AO -'F-- '-F'� ❑s ONIRETE AREwA b - W R16 C'- 2 2 3 O O 2 ❑E AR1H PLA"S FOR DETALS 10 R3 DsuRE Q 15 10 "� '❑ SEE ARCH PLANS Fo LosuRE U Lu Lu t TJ .I 6 26 3 2. ' Q F 6 ONCFETE PAVEMENT 1 ❑�M w z r +12� 8 26 6 � 29 /2-' � 77 MPHALT PAVEMENTa O Z i C i R3 a 29 (p 0 Q 1 PROPOSED ERE HroRA TE O � J r 1 A i 8 5 3 ly 3 1❑° p NT� �� a 20 , ❑ PRCPDSE6 ERE DEPT TON (FDC, 32 Q w H J , 2 1 5 GAS STATION w/ CONVENIENCE STORE ca, J (D / 15 SINGLE STORY BUILDING co OEc aoa SF) z . 0 RANADE MTRDETURE s w O A TRANSFORMER PAD SE �.. 2 0 5 T L 0 rah �, o O 2. 3 O o �/ " °' . ' ❑ RMAND SEE ARCH P� FOR DETAILS 1a 26 5 / R15 0 15� © DISPENSER 13 AUTOMATIC CAR WASH A2 • 5 2 15 12 GLE(STGA sG LONA y N cNUORON FEEw1 SENT EPFPura�oR �ENia�s axlQ R5 10' 0 c oR w/ auNs roaADna .. ,• T 3 oTo 14 8 8 t,210 AL rwoF w/ uEP ss 2 g 2 R10' $ 'i 0 M 26 2 2 �5 .' 6 „ 12 w a S TRASH RECEPT P 1�, ,O N w ` 32Q .. 5 NDDOR eE H 23 � • 9 -- _ _ R/W uNE_ 2 I _ _ GRAPH]C SCALE ❑ DPEEDTA EN 24 cep `_..._ 0 S; 23 -- _ p T6 2 •� ••�- •°'� LEnRc aNc PARxNc WALL e b w zz ❑ R = s s R o HEEL M ADHA w TGP No,Fs �a6 s DE'AT ReMP cR c. W/ 3O N D CGMMON DPEN 1PAtt AND roMMGN o DEE`Aa� WARN N o ,z oa 8 8 2 �. MANTENANNA or THE waA T ME "GMENT CI SISTEM"NA "GOE"I au _ aLeHEn�arvu Tw.eT(s) wu ac Preov oEo ev Tnc - - - - (10 BE DEDICAI ASS, DN sGTEF < ROMP. N, E wi 18 THE PHOFF w E HF U�aNFK E A roNnINEENN 1HKN� w,H T„F 1T.OF ©DOET�� W NNc g avP( 10 BE CONSTRUCTS OroEEs LAND DE LOPMEM DRDF D ENDNEERND AND�R MANDAL D A KDN„D,Lr F�F�A,ONM o DETEIT'EDS w/ Ce6 /TVP, -`_ -- • MPN,MFMFM KSRPT ,„L TT. of KFL H T„L MAN, Lo„NM H H wATFH o ET'E'ADL _�. DEPRE EDMDEW ' — 0 eULuaOs 25 (nF) _ r�36� 2 16 •T••�• �.. �.. I_ 2U LANDSGAIP • —• -•—��—•�—�•�• ��•• E6UFFER 5 R15' R3 18 / 9y 1 7 18' 1 2 3, 23� I� �f R3 �:a�o:a�.� u l R10� 5 Y I`JF 3 ... 23 RS 6 9 24' O �3 RS 25 9' ✓�—I R5'� 1 8 s � 14 10 18' 4 26 8 16' -- -- - J 4 9�� R3' 3' 9'� R1 _ R5' 12 N 5 24. - — 6 1 R5' 5'10, R3' 4 ~ 9 24 1 �9R3 _ = r R3 y_ 24 R3, RS' ' 12� 12 12' ' 9 18' 9 -14 RETAIL / RESTAURANT _ BUILDING 10 14,000SF 1g�1 12 14 1917 12 0 10' LO � 'I R24' �. 10 R10, �. AD1rycARE 12' 1 . R1 R30 R3 R3 R25,1 2 12 4 " O R6' 7I---I-9' R'R' S 1 8 10 T I 3 --- r9 R2 ��.•.�Di l:. o1�NDSGAPE 6UFFER — 8 6 1g' 9 (To eE U VEN _.._.._.._«_.. TO BE CONSTRUATED TO-CITy UE - „ �..�..�.L,........ OCO �.•�.. ED WITN N IAKEWO D AVE - - - O DIRECTIONAL ARROW C8 ,TIFE O HANDICAP PAVEMENT 1INR.LS Q(TIP) 9 O HADDCAP AND C8. s*OP s sLOP R w/ 6 0 za cNE (LVP.E 9A & WH s0 PAVEMENT sRPto NG TEE dvP) m 8. O 1HIPITRAN C1111 1 36 8, sroP PAR w/ 6 0 3c STOP MAP cN(LIP.) & (S L n INEITONAL AINA 5 � 9O L n SPNIMENM ADS GAS OSFIAI SGNA 4 ` MULL TENANT MONUMENT 1 2 9' 6 11 TENANT DIIRECCIONAL SIGN 3 D FIRE LANE STRIPING3 81 z s')FPINNNOTrvc OEtPos NOR INTO / "10 ryENTER MIN (RT) FAarvc NanAk 115 SNCLE-TENENi MONUMENT SIGN3 U A za= - - ALL I-FIC CONTROL IINAVE IIALL CON— IS MANUAL GN UNIFORM 0 FEDERAL _AS AOMINIsaATIOI AMR THE C', GF FUMEE LOc. ATIorv. U y d TRAFFIC CONTROL DEVICCA 11 THE DEPARTMENT SITE NOTES o a z I'] EYE ECTAR wPFNN a w �z FOOL TYPE D Cue 8 LIFE 13 ( o MONOLITHIC CURB AND SIDEWALK RROEo 8 a �s ONFIETEAREARABA SEE ARCH PLANS FOR DETAILS J Q o f ARCH PL N= FO LD TA L o CONCRETE P—MENI w w 2 z ❑A ASPHALT PAVEMF T 8 0 0 Q o PROPOSED FRE HIDRANT Q w c7 w n 11P01E1 FIRE OEPL LON EFOC) 32 Q W H C81 J_ � (n 1�2 RAINACE STRUCTBO i URE F5 D 28 W W O IE TRANSFORMED PA C81 O 0 GHT POLE o o MIKE RACK IAILG �❑ 1 IN' =w�RLEFFIR�o PLAN NCI, LE N '❑9 RASH RDtia,OLAN � w% RECEPT Al PML�rvs FOR oE,Ls a MAIL r ti np WPE E a L ER � I I SO W o 1— RENCH 23 GRAPHIC SCALE 0 PEED TA 4) o 0 33R5 � REgA GNc ERPAPTNG WALL F N EN) .� m • - ao , o oEEE L�AaLF WARNING° N/ 0 )LIFE NGLEs C8.1 T T -, w/ 18 (LIFE xcHLnLlorvu LHatn(slAvnu PE P1.11E1 OL TIE EF ATNI 11,PEAv aLwry 11 A1sAC"Mocnn8 DERPelf wuervlrvc g, svcancATIOrvs COOT Iwo wCrrvLcrelrvC snrvouaos Mrwuu Iwo oHLNAE ALL �wcc coHE urvry uTILnv ❑P D[TECTABLEs AUF N/ C65 (LIFE COMFLI w,, FILE 'LI OF OOOEE AND THE sANL COTO RIVFR wALER MANACFA OF D_olswcI O DETECTABL O[ww: w/ 8 (LIFE T. 5TOR-ATER MANAGEMENT CETERA MIALL OGNssr or AN GFF sT DETENTION FOND 1 wu ES 0 ROLP R s 25 (TIP) aFe 2F N Jj // --r9'I 5 i=-, — FmTTUR15 � � 4 R 10' e pmmpp� 14 2 10' RS' 12 —2' - �R15', 15' — — K 5 �`. 1 P� ,�R3 _ .. �, � � R15 O O OHAND DIRECTIONAL ARROW C8 (FIP) HANDICAP PAVEMENT 11MR.LS QITIPI RAP s c 9 0 e0 FOP 'I s*OP cNE(Fw.) 9A s R w/ 6 & PAVEMENF STRPNc (n FE) ILIP 10 O 0 8. PEOErrwAN caossvALr 36 8, 30 s*OP s sFOP eAR w/ 6 cNE (TIP.) & CIDF-n I INPIFIIONAL BONA5 F-n NRIH. NF AIR cnS olsvul ANNA 4 � C9. I, NULPI-PLNANP MONUMENT2 8 9. 9. FENANF DIRECTIONAL SIGN 112 0 ERE LANE STRIPING 33 8, 115 (moo) PA"I, N)cR „IN0 EODFR / °10 NOT ENTER MIN SNCLE IENEN, MCNuuwF SIGN3 FEIIIALEIMNIAI NOTES ❑ o E AR N IN 1 'TIP,8. 0 FOOT FILE A Cu 13 (TIP) 8. o MONOLITHIC CDRR AND SIDEWALK 8. ❑ ILISI RDRR AND RDAWALA �s ONEREFE SIUEwA 8 ❑ IEE AR'CH LLANI EaR DEFAILI o ,E L N= ARRH PFO DEFA LS 0 CONCIFETE PAVEMEN 6 ❑ PAPIALT PAVEMENT 8, oPROPOSED FIRE HIRRANF Q 11 Ro 0— FIRE FEET IONNEITION (Foc) 32 Cap o 11AINAIE =FRDRFHRE 20 8. o TRANSFORMED PAR 28 C8, oL IGHF POLE PIKE RACE N PENSER II SEE ARPI PLAN FOR DEFNL= o N As NRLI FOR DNDERDRODND ,AN� N cuowo rwLE w MEP Pura FOR DEFaLs 0 MABl`-REP w/RR PUNS FOR OEFUL� NV E 2❑° FRASH REREPFER 22 I EA S o NROOR RENT 23 ca GRAPHIC SCALE z❑z SPEED FABLE 24 ELEATIll rvaEErvA OND PAR.NA WALL2F IN 11' o REELS g ATOLL a oRER�LF wP `- '/ 0 (TIP) NCIEI 8.1 -, w/ 18 (TIP) lEEaEATGNAMA NTENANGEL TCAII )A ER uANaaEMENF srsEu cNxslrvs Preovcmr owrvEas Assoon.Iory D[F[c,aelE waRNINc g, PEGP ERAL, N cooENIANEDNNO EN, NEE, rvNN G sArvoAaos MArvuAL AI, oIA E HE cDIN ut Lr EES DEFECIpBLEs :uK N/ gg5 (FVP) _ I-PLI WPH THE c.v ED OCGEE ,ND *n0 snrv* Ionrvs aAEre E TEre M,wncE0ND osracr. 0 DEPE TA''R REwax W/ g (FVP) 0 MOLLARRI 5 a5 (TIP) Q LU Ir ww �� 00 Q w; w Q W H J � in 0 w 0u) 0 l-R6HM P F A� MIm 1435,161,25 ��■ �� - �._ ._ S E ARC iiiiii SET = - ME , '� ,ice.,\ ��1 ■ �� _ • f � � f�i�■� �✓!M •f✓frllnware■■■M■■■■■E■rNo-WIN � % . Sf 1,/2!R�##6723a — — - ........ - -. - x ; a _ At _ m gF 3 Way j� I fSEE SHEET C4.1/ SEE SHEET C-4.2 -■ SEE SHEET C 4 3 I ■ O FOR 7 11 UTILITY PLAN FOR RETAIL UTILITY PLAN FOR QSR UTILITY PLAN ■ me m� t a f I W W J �. 0 F �°� f �z f ! I 4 ■ 0 O H i < 3 t W �._ ■ — I ■ Q ■ i,,� — - J JJ- Qw ■��•.� `."--` �••�.. �+ • i _1��' Ijlj'I i _ it ■ w Lu > --- • _ �— - I ■ w °� O rl Ti ■o■" ■■■■wm■■■■■■■■■%■■■M■■■■■■■■■,mf■■■u■won ■'■111■■■IN■■■■mum EEO mi■o'mp - U N `�GHEOOP W E s S GRAPHIC SCALE • , I IN 11 1 « ...._a.e....4.a...u.e..a-..... o a a s = ON AE T t GE CU D AS Pvc )T ♦� - _ _x x— X❑ 1 i as r UNDERGFD.N T L"Ts WE FD O- a a ( ) E DLLEDrn —j e oFEEe. e.RE } i PC %' r o tHND�2� o o o A 1 a t1 I ~ ~�I 1 R . � t I u t � .mot �7 i FFE=163.50 t ' t R/W UN jt C.O COMPAE NE . -6 POP NV 15 66 8� 1LE i TLF z RE o INV 11184 t : ♦ ��' UADEEAPOUND t _♦ N T ELECTRIC CCOUNs/ T 0 NDD1 r ADEF D DI EEPHD W MRe REPAIR ENT =163.00TRAHSFIMa /T t eLezrRiA s l 'LFPPOP105LF-4 PVC cG7DNiaF RE F 1a FIRE DD A GREASE TRAPS s I(D _— L + ...I — FIRE FIDPANT Ass REM Ex TN ♦ —tWW` 5 1 3 s -- TEE - OLF - N _ s SDR 28 W109 MN .�� . N t ED e WATERI - ..._�. .• a- _ AW MAN - R/W LINE SD W 0%MN 4 DDCVA - -. _. _. -- ONNEC __-_ WATER STUB ECLA MED '- 0 EXISTING PVC WATER MAN WATER MAN FUTURE R \'_ --_♦♦�.. �.a.. A2 PER BFP U(R TON PONT 0 SERVICE) ,. R / CONSTRUCT _ - - ' jn(\ CA IT USMETER F GAS STATION FIRE ROW CALCULATIONS (REF. NFPA 1, LATEST ED.) BUILDINA FILE B7 PER CHI OF SCOPE CODE, MIN 2 RON GPM REQUIRED FIRE FLOW 15% REDUCTION FOR AUTOMATIC 5PON— a Oa5 - O 3 J Q U LTr NOTES W W 1? REFER TO THE CTY OF OCOEE ENGINEERING STANDARDS MANUAL. LAND 2 z z Y LOP OFF "ENTCODE AN DCTI DETALI NOTE THAT THEQ TFAGEAT STANDARD FTS BETWEEN HE C ERL ES (AS S ANDTER TIE BY 0 0 a THE EONG NEED OF RECORD OFFILE THENCTv SHOULD BE FOLLOWED, W C) } 2. THE CONTRACTOR SRESPONSBLEFORTHEPROPERNOTFCATON OF LEGENDS PROPOSED Q W INSPECTING AUTHORITIES ADURING R ES BEFOFE AND UR G CONST FUCTON 3. FOR ALL UTLTY INFORMATION WITHIN 5 OF THE BUILDING,REFER TO SPN TARI 5EMR&NANHFLE SS-� J = ARCHITECTURAL PLANS, THE CONTRACTOR SHALL COORDINATE ND ADJUST FINAL CONNECTION POINTS F OR WITH THE OUTSICH "A ALL AU LD SARF SERVED Ta THE SAT SFACT ON aF THE BU LD Nc cLEANwT �.ca DID 0 ARCHITECT FORCE MAN DID U)0 a CHX ILORDESEWEF(Pvc)MANs ASTAND. D 303a SD' z6 UNLESS GTHERw sE SERIIE LATERALS CHAT L BE EA,E°""E°NwnTER sxRlcE w () NEFIR s ALL VALVE BOXES To BE CONSTRUCTED PER cTY of OCOEE STANDARD RE "waANT 0 DETA AIVE DDI. ®® POTABATER DEMANDS: FDc 3420 CA FE WATER METER IF WEI = BACHFLow UNENENTIN IENa HERE z� 3 azD AATE vALPAGATIDwE� EMANDS a aAB CAL%DAI (z WATER NG DAYS PER WEEK) REDUCER DRANADE RNCHNRE o SHEI iERPPE o Orp �� n N w V SITE LcxTNc II PUBLIC TRANSFORMER N o � SH EASEMENTS STA � BE PFDVATELI OWLEDFAND SANTANEDAND G H O O P MANTAN AMNMUMOF 3 FEET OF COVER OVER ALL PROPOSED WATER, `RX=u. WASTEWATER, AND RECLAIMED WATER LINES IN b nS GRAPHIC SCALE 10 CLARCONA-OCOEE ROAD SIG LAND,:7 Lj — — f SLOP R�eeeeeeee eeee eee . _ II A _ FACE OF BUILDING RETAIL / RESTAURANT RE WATER IN BUILDING SERVCE / a � 14 ,D00 SF °NNEII AS SERVICE FU URE GREASE ° oNDu e c.o.TR L. Sao LTVPEFOR A H NDE DNE aM w/E4 c o I SEE,i N CFOC) — —�AD, - -_CONNECTION BARE RSE e-_-_— ' a�Y E� +!. zs-�, caEgsc "Al —_ ,tea cbNDu e !! I I II;}! I!I III II I� !, TRAn --�,_ © _ LUG E, CONNECTBSLF R __ B �DB�N° �P�I26G4o, _ ° N � r -- 1rrr<rI vie oNLz B 9 SAG IIAEASE RRAAT TELECOI _ - - - - AE NND C LANDSCAPE c UC I-' -I BE IAE I / -- " -�- - I I I NE NATE ---SERVICE PRDVDE1 FOR( ._I• :� PV 040e B A -- WCINE N FORMACON �' _ e �' •��+� a PS ER FUTURE SS MANHOLEELECTRIC��- AL EA 24 TRANSFORMER - --- -' SEE EU ° �'-� ---- �••- ED NV OU 53 TB e PVC �., DETPIL TH CLAY EASEMEN " - °E UT CAL / UUKE WATER 8 -- DUT� 2ND AVENUE _ SA R MANHOLE R INV EL,14 2 iEl __ ' ME RE - E J RECLAIM ERMAN RETAIL/RESTAUtANT FIRE FLOW CALCULATIONS (REF. NFPA 1, LATEST ED.) I (B) 15% REDUCTION FOR AUTOMATIC 5PNN PER STI OF QCKEE CODE, MIN 2 FRO GPM REQUIRED FIRE FLOW �- IIIII I I!j I II T !!Ills !!!! _ RE B ( (9) 1 1/2 PE WATER LINE r RR DF NNE CHIP N M / FP J C ` REM E CAP & REMOVE CACP & RCEMOVE CAP & CONNECT TO EX EA WM STUB E% e' 2 UB 8-CUM STUB _______-__- ` Ex. 2 RECLAIMED -- WATER MNN ENLARGED VIEW - WM CONNECTION IITII ITY NOTFS J Q � EFEG TO TIE F D EV LOPMENT C° E AND CTvOCOEE DECEGAALS. NOTE TN E MOST [ifww CRNGENC SC T FOITI DE WE N THEACY SCAN ARDS AND NE ES (AS DECERM D BV NENGINEER E NCiY) z z THE OFF RECORD ORE THE SHOULD BE FOLLOWED [If oTHEv Q J NSPECTNOCONTRAUTHCTORDRTES `ESBIFD`NSRE AND DDRND DNSTRUCTDN " °` LEGENDS PROPosED v a wF-- >_ ABC, TEAT"AL PLANS THE C.NTACSAN TOP SHALL COORDINATE WITH THE TARP SEVER & MANHOLE SS® Q Q w J IE VC E L RE A CLEAN CUT LOCAT N, MOOD EPA NO E TO ITCH THAT ALL BIT LD NES ARE SERVED TO THE SATISFACTION DF THE BULDNc PLEnNDUT �.cc. J = ARCHTECT. > 4 ALL SAN TA 'EWER AND VIE LATE BE w O POLYVINYL �,LGR BE LPVCiB D CARR z,, NLEs, � u) THE ILDHANT Mr 5. ALL VALVE BOXES TO BE CONSTRUCTED PER CITY OF OCOEE STANDARD DETAIL . DDCVA ®® 0 a 4zo MADPOTABLE A, DEMANDS w TEe MOEB DEICE a IFFY 0 AAN�AY 4 DACE AAC oDpMANzs' ER ND DAYS PER WEER, E LRLALITD„ 'E=�H O EATE E RE ST o r ^ p AHE TAPIFRRMER 0 FE q CM ALL ITT L T WAS AND PUBLC LOCATEDPCREACUTSTELYP IF i U EASEMENTS SHALL BE OWNEDRANDFELT MA NTV NEDOF- ETEWA'A PLANTER AND DECLAREDl IF A WATERT OF LNEEOVE1 R ALL PROPOSED WATER r" k 1 f u. .111 11-%�E ME GRAPAIC SCALE x .•_ �•,�uo_ ••�•.� `\ -�� f■� ■�_ 98,ua0 �4,u04 8(I 6a 4 M , t - ° fl VIM a o / / i I ■ U SEE SHEETt 5 1 t ,it SEE SHEET C 5 2 °p` °° SEE SHEET C 5 3 I ■ a FOR 7 11 GRADING PLAN FOR RETAIL GRADING 11LA FOR QSR GRADING PLAN ■ PLAN PAD r'oo i FFF=16250 a �sa1 wt� 03 II ■ v Ei ,ss F 2 / / ' ■ Z C7 �.. € r e /se FF /s so oo• °°® ■ i 0 p Z e� \ w i c� w ■ / �_� � — Qw >o irk —'�.— ■ ■ +.. sue,°�° - ' � i � - / � P; i i i � � w •-..,,,,W o -: ter^, _ ■ `�•�„_, ■ . ,�«ne —11 El,— s iT7 _ 0 00 ;f7 AVao n — 77 ■ '`. � �^�-mom — , _ � /+04 �°'—_'---■ 4 .00 1-0 / ■�■ ■■■■■■■■■■■■■■■■■■■■■■■>■■■■■■'■■■■■&■ ^a ■■f■■■; ■■■■■■■■■��■�■� oo w o .moo - U N `�GHEOOP W E a S GRAPHIC SCALE / �x eeer arzs� N s GRAPHIC SCAL E I IN III I 4 & - - - - - - - - - F? 4O a SILT FENCE, PER -� DETAIL SHEET C-6 1 x A, x z X 0 CONSTRUCTION EXIT, PER DETAIL [if Lu Lu SHEET C-6.1 D z 0 0 0 (D C) Q_ Z Lu F-- [If 0 (D J) Lu [-- < Lu Lu T: > 5; Ljj [if Lu 0 [If a- LU to 0 J) k SILT FENCE, PERJ� DETAIL SHEET C 6 R X x ----------- VEN ------ UE D Win N LA E X o AvE of om� o SOIL EROSION/ SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ' ` A A A I I A I I I I ` A A A 1111TIUIT1111SQU1111 A A P A U U U E . . E A P A U I L P T DEVELOPER/OWNER P..Al.. I ..... AL ... I.A.I.. SYMBOLS LEGEND A.. I SILT FENCE SILT FENCE EROSION CONTROL NOTES PROPOSED INLET OR 0 4i OPEN RISER 2INS TEMP. DRNN _ _ DI -CH ❑ UITCN CURB & CURB & CONTRACT EO LLOWAG MEPA', ESTO ACCOMPLISH THIS GUTTER UUTTER _ OD ECTIVE. ROCK BAGS ROCK BAGS — A SURFACE PROTECTIONPOSSLEAEAOI�FOTHESFORETPCSBMEPARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET SOD SEED AND MULCH CRO—ETCH LESPEDEIA OR CREEPER NEWLY GRADED CHANNELS OR STEEP SLOPES WILL REQUIRE THE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES USE OF I BROUS MATT NG NETT NG OF SEEDED AND VEGETATION IS BECOMING ESTABLISHED. ARE. OR THE STANING OR SIT RETIRE OF oowHILE MULCHED C_ — yEE A—� RUN OFF CONTROL E, „Na y.o r w DEDRROwINGORBERMSTOREDUCERUNOFFAELOCITIES ��...�o SYNTHETIC HAY BALE PLAN VIEW ES WILL MPLIS ED c. SEDIMENT TRAPPING I THE TRAPP CA OF ERODED PART E=OSNLTRAPS BERMS STAKED SYNTHETIC HAY BALES OR A2 THE —� BYTHEDVERSONOFRUNOFFToCe s�DtDALONG H ANYPO V RONiMENTA� BERM(S`REAR YARD NT sPOwAL (s) SHALL ALUNU FILE s�UPE vAT � ER AN w . vncem we. mo m sum TYPE ICI I PE�ry EE(S)MANYMPERVOUS PRIOR TOTHEPLACEMENT SURFACE CONTRACTOR TRAPP N=CES SHALL ORMINGINTENDED T VE COVER HIS HER NofF D. SOILMOISTURE THE soILSAND PREVENT EROSION. SUFFICIENTLY To STABILIZEN SYNTHETIC HAY BALE ELEVATION VIEW* ER SOURCE=E OF =ONNGTWATER To DRY EXPOSED SOIL N ORDER To PRE=WNEDSEROSTONTTSHOEL APPIT CATION RATE AND MANNER F A UCH LA BARRIERS FOR FILL SLOPES BARRIERS FOR UNPAVED DITCHESMOIi4 EA SPONSIBwrY THE TURECONTRACTOR ATTAINED AND NoSURFACE ACRSA HELD RESPONSIBLE F IS UNTIL THE ED CERTIFICATE BARRIERS LAYOUT DETAIL OF COMPLET ON A SSUED AFTER THAT THE OW ED WILL BE AND RETENTION SYSTEM. �■ E: 51 s ITIO J NMIEQ J CONSTRUCTION SEQUENCE °F,NEDNY.RNw ICI"�� IE IT°NE Q ,NE F�Nc N.,ENw g z W 1 SET UP ON SITE —CONSTRUCTION CONFERENCE PATH CITYOONNTY & ENGINEERg [If 0 2 INSTALL SIl FENCE INLET PROTECTION SEDIMENT TRAPS D VERS ON D TCHES T EE PROTECTIONDIaE �DN IF lNOFF w�TERs wa"° secnoN e—R OU UU O AND OTHER ES SHOWN ON PINS C LEAR NG ON Ly AS NECESSARY T 0 INSTALLTHESE DEXCES W REouIRED DUE TO SITE SPECIHc coIVDITIOIvs. I THE COUNTR=RFALAL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES ceauxo aro eua�ana c p51EEL C7 U z cORDANCEWTH THE CITY1COUNTY SEE N.Nl-11-L— �P�xNEL°ne �— Q= s. ALLEROSION CONTROLMEASURESSHALLBEcoIvsTRucTEDINAc ,Dvn&E lax cuxA, AND mEwATER MANAGEMENT DISTRICT AND NPDES CRITERIA SILT FENCE ATTACHMENT DETAIL `.. �' % H z .., secnoN o-cN',`N` 0 N>N�uT UU-. W O O O U O°"`'O" "" U 0 DTI, O W — TYPICAL CORRUGATED A p / TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2 STEEL PANEL DETAIL Q w"� suPP z U HP PLAN ELEHA RN Norwws,o wowa�:moNo �°me: SEDIMENT TRAPPING SUMP SILT FENCE INSTALLATION STAKED TURBIDITY BARRIER CONSTRUCTION EXIT W/ RUMBLE PLATE ( l.IDI eo) LL lnssunneo)— owc FiLInnnKwcnLL wnnwniRe .......... z a oa5 w OTES: J or z-e exixo ercr or mxexncuxe �rvo s�rcm p xmo as ays+�Mo x�urr« Q w z Q O7 SITE LIGHTING POLE AND BASE w Lu z J d [If 0ly U 00 w QQ O �= 0 >> a w0 wu O w O u) np 00 0 0 - U N `�GHOOP W E s S GRAPHIC SCALE IIN 11) ce T1 BEAPON VIPER L ........ "-. -.. —_ STRIKE SP s twiekE nennen CnnTnACTffk Ta "Drawin9 Not to Stale" Ann caxckere BASE A8 nEPttTEC in TYiitAL,IT New 32' 3' 7' -------------------------------------------------------- 2 'le x 2.318- x 6^ Hallow Care of Hand H.i. Daly. Tenon 8t8° Ground Entry Hale gr 8» Lug Ball, 05'8'R "Ground Lug tt- I,tt-fly Bonded to prestressing Cables and Tenon'' { poi. Bases Pole Tip 7.2" y zs. i,�11.25 A =O.S" DI—M., 7 W,re 270k Law Relaxation Cave 32' 71 160mph 3 see. 9.9 I 7' 3,500# 0.5a Diameter 6,5Wps3 1,900 � 270 W a U w [If [if _ LULU U) 2 z J 0 Q 0UU w LU � 0 0 Q U Q LU ly >Lu > 2 LU DO O O a �Gmr (xE PLAM /a" ,/z"R PEaEn. slop[ �Y4 t ) E L F (As ( x �nx DUTY ASPHALT PAVEMENT Mry , sna LZE TOP To Ta LeH uOT Po Mp Ea�P^NsiaN 1 NeAu EDGo GES IUS RN,css snawN 011-11E. A mc( or TRAVEL wAv l �\ MAP( ory s xuc: 'Ell NSL OEa, rrvsn EP-LIGHT " / ., i. MEN, sue" f Z arv, sRR Tarv,SEA (��oA�(E�E�,IF EPPANSION JONT SIDEwAK s-R R. �/a D D ND BGaAD ALDB KOPEC : THE PARK GAT BIKE T'EE�ER RRry E�H R FLL FEE n RF cR E ON,AN"R NNENRATRN� `" /A «EE`PL<N NEW FOR LRTA,R„�, O, MONOLITHIC CURB &DDSI DETAIL rP_//WWW THEPAPKCATALOc. CDM /ARcHITEc PAL -BIKE -RACKS O BIKE RACK O CONCRETE SIDEWALK oU Ps MG)NT* HEAVY DUTY CONCRETE PAVEMENT O PAVEMENT DETAILS L JOINT I,HIN ,'z Ha PETER TTYNLES'CRETE THANA HIS O SAWED CONSTRUCTION JOINT O STOP BAR W/ SIGNAGE Nis W PEI (END NTS* N75 * NTS * N75* 1 A DTE. N �, ,oD�D a HER FRS KN I EXFEE POSED K DEW�K G, B�BF , aN;oND( s �,DWN r , u r�s"BEE Ho,E`5� NE r,� �,uN REuuIRER ruR EAGR PARxINu =PAGE. MRET RE a1STPRDDF 1AAEN�Eo LAPS A NR M BL3;HB EL _ AllN-El Da �MP GET R FARRIC LAD I A TEFL ''GAT DAGI THE: I' OL ERR RD12FOO RRLF; ,FFN;NDBER HB�E, N 11ONELT OP ND D� 0�58 11 r o T o s -e S cuFLA RAMP zMnx —MONOLITHIC CONARETE HnrvD CAP uP (11UX PIG ELETTERNG H�BEHPPER ��R�B/GH�N MlGRRD�m .ETx NANR� RE UNmRC�ATG IINTROL DENmP SEE NOTE a M\E P DS (ASTu A asv CR DE ca SEE("ITT wEix Asu A ,zs FNsxl TERN Torvu ewE N coE sR s9s PIECE ) AGRGPOSOSHAu ,F V w �•I (IL )nEN N RAC SEE SLOPE AX IAMP8 cT� a sxnu rvOF Ez=NND ,.50. 01 N T \\cR \ BAAAAmaEARD,FRDNABACN OF WHE'LsAOAoR CURSE 8 AONHAAEM SHALL vERFv DOE AMOUNT .TH LOCAL oaD NONCE 5/a i��I]I COCA 111TINC n TRAFFIC DIRECTIONAL OO ARROWS * NEES O SIDE WALK HANDICAP RAMP (ulNl cuNCRNTN * NTS* O HANDICAP SIGN GELAT� . NEES J Q z SEE SEPARATE DETAIL E R[cuIRHnEm5 o(us GULF AHERRDN — LION oE,Rnu<G I "o,E. EIEmAaLE -NIND D D FARE H BE R Dz DR E �(SE[ DETAIu ATER DME O OPAR D N nzsz wONsmon =OPUS AaN nor TD - navE DETECTABL - ZDN Lm� a"a Rollw ANDE 8, H 6" 1'-6" U ILK EEL w w z 0 DU IU 0 H U z J O a "" (rRE NDa s xlcHj L �sN WxDE ewaRNwcs. O O O 1. WHERE A aquP Is ccrvsRucTND unTxlry AN Ensnna cupQ cuae O O OIT OND/DaEAREEPAID Nl TO THE IXIENI THAT NO RCNANNG SEC�RN RE RR WRB ANO GNTCR PLAN VIEWEAl Sf EGRAD[ Jon{ Seal h 5i� Con PaV {. R C ry 0 Q LLl J = J — 0 0 SRIPE 5 s[[ PL kN 4rvws HOUR TO DTENT THAT No RNAN NG SECT ON OF SDEWALK s LE55 THPN s FILE NSHmPEE 7� S{d, �6'C Min. Q LIJ 0 0 Q f f E - m TE Im ` ` m 12 `Ai oo 0.9" a. WHERE AOdAc NT WALK rvc suarA¢s Are[ c Loam OR ARE cONs,Ruc,m G AlA uATERns HER Txnry SnrvonaD cLAss "SPACE ARL &AL FARTNAT [caAL LcxT ory DTa E SAFE rEuow Da ea cx Om LcIT OR DH�(SAF aED1PGSTEST H INI 6;. /FIX�Pr (TIP .7 . ' ex Jo'nt And formed Jo nt FIIIer 8' 2'-0" 0 DU 0 ~ sa 'LOPPAT FINETEI 11AREI OF PASSOCNI IN PC E AISLE sxnu NOT EXCEEDry ANvINC. (ARM LE7 NP TRUNCATED o PEARL sTa[ET. suITE zaO. BUFFALO, PC la}0}. PnON RUNCA ED DOME aaa aaz-2Ezs �-', GONGRETE BASE i ' � � „T TNAurvwu - RNn��rv,zAonRs oAREPHANDICAPaNSTRIPING LS,NDII�L N7g * OCURB RAMP DETECTABLE WARNING RR Ea Ps (MIN) CONCRETE NTS * �� STOP SIGN NTs * 13T RFDOTPTTYPTE�E DR�CUARTBREn (T,sDD (I (EIP) N75 * FDOT TYPE F CURB C.ERR PD (MIDI N75 � low o - 24' 14 " B s �MPAGT� �DD sAwcu2 EVIL z'-O- REMOVE AND REPLnrc NXIsnNc ASPx.KT r-o' REMovE AND REPLACE EXIST ZE STINK ASPH�, �NA RA E CONCRETE BASE c,w ��.�-_••• TR IEw �ME,GN8 A. IwMowc vlNw DDL m� To PER' RADIUS T/e- DI HDLN e ' � .V � EL � a—T„ SE /2 /2 -D — sE� IHOL�x zai � T ,/s`. _ D� D�. a a �q TT/z' B SECTION AA SECTION BB " .r HLES — a ,_ FDa MIN DIMNN9DNs BE,EEEBaR _ � Q A, Z � a - U / ��GHO�P ��RI INS . " EXISTING SUBBASE �B �, �, DD �A a.oHpNl,= �.o. R,L �NC�,E �� RN 1,DD P� zB DA. s,RNNUH r R«�R�N�K�o D � B� r IN EX PLAN ,s MIAMI CURB DETAIL ,s SAW CUT DETAIL N� n CURB RAMP, CR-A O (PER FDKT INDEX Ezz-DDzI (a CURB RAMP, CR-E O (PER FUEL INDEX szz-DDz) ,9 CONCRETE WHEEL STOP N7S 20 TYPE "F" INLET N75 AK3,� N7S N� N75 (aNF: FDDT INDEH ass D D 6 d Of Curb d Of Curb I � Ti GENERAL NOTES }# � �43t- Edge Or P"t Edge OF Pa VI. Edge OF PaN. Edge Of FEEL PLAN PLAN PLAN PLAN 1. For curb, jUtter. curb and gutter and traffic separators provide A- _ - _- 3' 3' 3' 3'contraction joints at 10 centers 55Trans Trans. 3' Trans, Trans Top Of Curb�� I � Top Of Curb Top Of Curb Top 0! Curbs �Y*,ax. �. COnlra Onion pint,, adjacent to rete pave ent on tangent,, and cC cut— Guth 'lotto the - Gut Gutter Curves0 e match PROFILE PROFILE PROFILE PROFILE pa Vem ent jo nts with intern ediote to 10' FLARED END STRAIGHT END FLARED END STRAIGHT END joints not exceed centers. 2 Ends of Curbs Types 6 and D shoBENCHp CURB TYPE A CURB AND GUTTER TYPES E & F transition from full to zero neEgnts in 3 feet RASH RE vs1oNE M,3 �z voDwoER mTniEo eEuarTna E. TL GALLON wnHLFnaMs.ePowoERMGni o eLaa<Ae A. �TP://AGWAAEISTONERI GEDEsaNsmM RoouCTSNTTERRECEPTACLESASP TTP://VOAnEIATONERI GEDESGNs.COM FrPRODUCTS/LnTERRECEPTACLESASP ® a CURB AND GUTTER ENDING DETAILS 22 TRASH RECEPTACLE DETAILNTs zs OUTDOOR BENCH DETAIL * * NEES * NTS * � _ _ --- ----- -- — T r > '. � o DONDEO IAPPAN p P offIT CaNGIrTr fLLrp. CHARGER CONCRETE RONARG, PANTED EAPARKING SGNACE SEE BE EEP ,E sxPABATL OE,AL f0R GETS roR REOU RENEMs SGNa�REOB RENENs e W^ >M r�7 FF ._n7_NT nL N LE ,*nE N ♦ — �i�sRPE w zsoo s MIN nNCRETE MALBOA D aRAL N DSTRAL ATAL lgl GE `w 3 - 1---1 - -------------- �� aWnW`� IAaSTER Rar PNT A MALRDAES . z PARCEL LDCAERs DARN BRONZE. LGLPB NDDSTR GaM ' Non A of roAD IF PLAN VIEW OFFSET cHnar ��IAID -FIFA�T 4^tee ro BOLLARD DETAIL zs MAILBOX DETAIL EV STANDARD PARKING STALL Q z0 ir * IN NTS * * NTS U DEC 0 SPEED �. T HUMP LU LU W W Z 0 0 O U H D H � oTFs T. ONE (f) SIGN R[PU Rm FOR EACH PARKING SPACE� F 2 M[Tu pqn To RE GALVANzfD. Al BOLTS Nufs GlInERs ANN ACRE. NUSI RE RUSIPROPF '. �e: E• •• v. .... 5u cEUENT AND HAVE A uwMuu `m �j_1` CDMPRE4AE SIRENG .. uJ H- Ur (n J Z 0 Q LU q. IGNI ILL BE FABICATED 1r us NG I ELECT NG C`ATNG N THE suIPL. 3/e' NOLCS unTn HOL IORGCR APPLED TO A SHEET ALUMNUM IArx KING (PIPE N _ N65AGE ANG CEN,ER FULL ENO TH CNNESS. � 1/4 -B = J 0 T= �-_ - T mrnx sAe m' - T J POST (MOUNT WIN 5/16,2 BOLTS M Or N) MESSAGE LETTERNG SHALL BE UPPER CASE (WH TE)(SER CS BJ 2 IT N ACCORGANCE WTx MANUAL of uN FORM TRAFFC CONTROL bEMCEi > w Q LEJ u) 0 - - cwc rrcw \ t>re ----` - n METAL POST (ASTN A 499 GRAD[ 60 ST[EL 6 SGN POST SNPLL BE NN 20 CLCPR FROM BACK OF WHEEL S,OP OR CURB. unTN ASTN A 1'Ll FNSH7 T. LroNTRPCioR SHUL YERry FINE AMouNT WTx LOCu oRG NANCC FILL GRPDE 0 0 Q � ha- SECTION'A-A' ICE SPEED TABLE DETAIL -- ....-..__.. 8 TRANSFORMER PAD DETAIL N75 1 ONC. F00 NG T /q" 9 EV CHARGING SIGN MET L POST a � Al p N7S * * m.o,�.w.. ��e,-,. _�. N75 Q` U.— FINE DEIA17MENT INLET aR r.EPA OIL DNO bue ZPCIT o 0 C6 U AN6r s f aou. w r P s -NIIE7E CA : nPfs =w =R�ra oNr r. �Nr nor . r41� E. o P R HE GJANDEO ON. SUED IB 3o CURB RAMP, CR—G (P[R rom NGLX E04E s1 FDC DETAIL T��T 3 FIRE LANE STRIPING a/zT/zG N7S NTS N75 , b 7 w u / I �„ � ,, . P,e _.es.e°.- ... r,e.,.r \,•��s..,��E �] � - ,.� , ,,,<„e � ,,,_e„.. � „k„, . �.:.e, ears no.vi° seae[. rv,a All ee..aea csr[. v'm. ewe[ ran Dare: na.�o�s ..e«[. NA ° eo.aa�a-raaavx oa'r�: Aaovis eeue[. na J Q U (n � LULU Q \ r 0 / w �s ...... LU w J w 0 p 0 U Q 1 xo,es `� ft re 5 u I M s O _ aoro.. e�. c� - r ...an,-.. se .w .�.n u:_ oum ev.iu ue ,• •c .,� .m. smT.,cm,x, cai z w o p� U CITY OF Q;OEE a cl OFocOEE Iry OF ecoFE s CITY OFOWEE �E Avg � o T ro=F= en.. ..... CG Ww CITY OF OCOEE CITY OF OCOEE - Q in O [If LULU g� J Q F__ wLU 0 O U) O LUO J = H [if U LU O Q `L� i T L, 0 O H in sr z-s rs xzz q .xx-�ag 0 \ ens, 3 w e o x .�...� CITY OF OCOEE C TY OF OCOEE C TY OF OCOEE TY OF OCOEE �E Pu° i �—A — .xm� 3 — so-. ea. o ,znerex-s; w CITY OF OCOEE �G IF U J w w Q H [If w O 0 v &# x ry r cs.i / w A` U LU H Q <LU J U LLH Q � > 0 0 .R i .. Lsc.a rm n r ~ V "�6HOOP .e...,x ee CITY OF OCOEE CITY OF OCOEE CITY OF CCOEE C TY OF OCOEE Gaa '-� xm,4�r �wo 5 z yz w FWW4 s .�. ,mom ona..yz CITY OF OCOEE C TY OF OCOEE c ry of OCOEE CITY OF OCOEE owz nori zoia scPz[. n wzz. .1 ��i: rota ors[ scnz[. rvw owz_: not zoia scPz[. nvn "' Q U in J LULU z Q F__ LU LU _- r 00 LU �_ LU 0 0 }o :..;,.. � y >j LU �a p vre�vie.. a.=^ter ;n mo 0 f— y/oasoa 0 U) _ r r—� - x 3 N Q np cz O r In crtv of ocoEE clry of OCOEE " n MULTI -TENANT MONUMENT SIGN NTS 7-11 MONUMENT & GAS DISPLAY NTS n MULTI -TENANT MONUMENT SIGN n MULTI -TENANT MONUMENT SIGN U NTS U NTS J Q U LU LU ww z U) J 0 0U Q U w w� o C7 Q w Qw J = Q z O o O €i€€ STORE NAME U 0 _F ME- 11 w3 y � b O w w - U n 7-11 DIRECTIONAL SIGN U NTS n TENANT DIRECTIONAL SIGN U NTS � G H O O P DESCRIPTION: �M1,oNs I mE soumuesnm m SES-1I KNEE IAs mol NR� LEo�NYNEn rONns�ia2asoum.rer,�,SE"L'A'OR,.NGEco"",CLOROA. - -ro wY6 FIG R—M— CAR PgNT OF Ur 1-11CULNEconoSeo 1111{E°GEtwa.EuauCIECOROSOFONANce-111. FLARITO CCAINENCENENT xm PARCELS e10R 98 3 OFORant,.0 NSER 262as vomca. EEcoreos eoat 6s5T. P4cE2 T, vueL CEEcoEos ® rnANROLE POB-PARCEL40 MIELL ELECTR 220-----____ 588 OJ 5E- mFFBolF CESCre BEOPRCPERTYB OREP R,ICULAR2YOE9CR BEO1 REo6TFE areIF— OR°O GE couvtt. �,, m 1228J wER/ur LTY POW s n° .ow Ns mreEEPARCELS: E m. % � '&' ox zxaze P, ROEaP1R c0.oao0a- M1. RA,GE26 Eisi. 0 FNAFA C`/AL`/EL Sox —To W OC NE01 SIA GRAJCE oNr GEE4AROGNUE.YG CAs1 °56 R nO�YYE reROwN r P s z q3� ® wuNO RONROOOR R 0 0 e°' RN IS IT IJG Ysrn sGRnEYORarnAYYER „n MI c7 A, 5 n z TA LICENIEIIIRIEIOR 'wens ati9 ww i3LlE IEII E fIIm e oo crnv coRRuaAmOrnErALv vE o ,A, �p0PAR o CENrRALANGLE �l C, x„ x� a „., ,x. x,REE MISS SOER x°w .,,.r,xx x,,.x.. xmTMw of<sr. JE EOR�o LNEFAR nmax,n� OreNEre oFr P� pox"a axox� "xxr Misr L LENCTI a TIE soumwesr va wENEROFr rM1ENOEm NEsr rra nesnO `/� EASTLVEEN sou aas° EASrALo,GmEEAsr. Ell IN nl YERn CRYrON O ya" I,SE"COIFAR,nSTPNGEOE2 ,IIENORM Er GE E m, s O N�Rm n-Esr, I-111 o WNGm „ soum66m— ES~G GECOGNTIRECOR11 R o EASTEELYRG JG = a a EIS Il11c ALRECORE11001 W .'�' =w• ee IELEnArON P,.ECE.JOPA TM sEASioEaNGE NOTES: CIA CONrOIRELEIArON w C7 W e G 4 COUjjMR-ore ncuuRLYCEscreRE. GFSEGnGR6, IS FOLLOOS n�ax" "�. 111A EERON r urJLEss rsp R FIT STA' s R,EYnR,.R M ACER ..'" .,.. PARCEL 40 °" cGNSE,-1CTI "GE.ErrnREaR'ITl RnEls s,EN,mourmTTE, w v . STRECTEE NY we GROUE. We FOE E,sEn ENrs uNn Ref ( o ®S ova 1.11' EREaOF ERE rJorAe s�ma .:�. san® N365142, i o om S O F O coEo rOmEEa s } y�4 W wry} C._ IALL,1SCRE,ENrsaREMERiNE4sov1ECLEouvLESSOTIIR16IIOEo Uo z �nw �. 0 aOv oFaEe Ner-oRa osraviceoF r..se reer ro. oResao ,. ssuEO Al ME E�oaiOR J ,o...�vs: 9y - .-n •-, „ LEv remeENTa= OR cuLTO L"ocaysuruER ERu cEs x o N19°4211 S':Y^ e„ ."• E..RCE.as Ea Ja a6222aaao6 a6 oa¢ o ut U f u,rzo J 25 32 —�w r� a2zsaum, resucE2eEAsr ORANGE rrcano svowv nee o Does nor vre�oro�ravuv��rneo warn cs � EN, °;.AGEMM � i o z xxx xxx. ,a ncNC,ELr oEscR EE V06°]558 W P� .°" "••' .•�° ME ""G W ro O ]3133 ... ` '.$ Dot• a-126z.zr Z R-JJ6.19 '" x Esr. JE OrsAOsou ,cE OFEIRT wrNErs of rnENonrn Sa o 'e '. wEsn vERu, sou Esao rcaocEAarev,Ew, ... " ra of rM1Esoumaesr ra oFsecnNSFO Ennc I ,FEE',, A ncno �,�w .a ra6a as " JE Eura,osm ooaa EEs FLErnEE°RED Ev ,auraoEEEEmecrvO. �.m CB-Noo°zs29_ " .nAOE occEE cu EEN 81.13 14 pR 39°262011" 20^90536 :vx C M..R51 J9 0 E WTF EO,sry Jo uNo EA VEe ox \ec - - .. JCH O: LOG°TEOEXLEPI. J s � ON cH laorz '� `� aooeo iXNo 3v.o9 11 ET m PARCEL 46 a-13851a ati,,,...- nR.oN.srn,T.YaE w<YEOENOETHL�NENooC w" CH=316�4'0� A��,` \ va TM"'�`y^ m✓cgxss JEJUE w[ DAR COURTAIR c..RcoRR ocaEE Roao. �Q or ocx� a.x,ox. awo Ixa _ rem Ol°co o E4SiAL RR 9. mEPECPERry NASACCESS iO mE PP!EO PUBLCEGM1r OF ` r ,'r{B556°2145E S00°49'52W ,m E. �,--15459 OmSSUrelEV UOES lOBEF.ECi lore UE,ERn NEO IlERSNIP. ,NJ1°1320"W p=130658 5O.JO „ , e� "' V891322 W.n V891008 43212GICTILSEwt.Ess. TIRE IA ll NE Nr mn=n.nOEICT FA 1, N LA HOOD AVE. �1.11 � ,a,,�T IFFINE afar as of w s _ "R"IT nnc.avo MIA w.®•.. - osvowv nEREOJ. FOB _..T ,W _. nc EJ PARCEL46 A ., 599 1008 514.23' '•' "' '• s89°1008 513 4 y i vE w .m ..., .,,_.. 560 D (TOTAL) xa ..Ip x ,u� ro oFT6o, naaE ��- N2e° voo°49 szeSWAY 1UMO`F`Rl`T14YCONrR"SUP aGEmr-s.v u R 2o.C126 EEv sEO' s. aoe. SEHO[TV ARE III AINEX wn-eau, - 20.od... r _ L recnraE,v ore os""I 22FrroE noro111111 WEC BEGINNING IF ECTMEE rE. ECE<s sE EREov. sNE,r NEvrreo, ESC. ua o0 ,a s. ovnos conr, ,Nc rxs4rcaEs rs ays6e sowEEE EaP mss r,Nc2 fCOl IIICF.L L c ALOANo N 9.. 2 0 o w IEAIEI ICETN SCO4R L n - f 'fir--r-- ARTIO OR oauMEJr.. marrn,rEEcomc oevr,mmE. ours, stionJ EEEEGJ TITLE INFORMATION .... .,A ..� n. .,� .._.. .,.. .. m.r..i�, Yx.ER CY,u, oaY CERTIFIED TOGNoIIP �e aJ .a@sacra,-, o—exas,xrfi LA.,"Axs6w 11 re- N� .. CERTIFICATION: S-12Ii,11Hx ... e,em�....— x,2R,A ,Ex�:,A- a O A., Pw , ",J° x" "x" xPo 6x E.r, w111 a.E"„m,xro<sNs<a..rN«axa, N,,. Ewresu.urro m2o27E.oreo.STRrures: �;m E.,wxaaE,,,c�,reeoa,xa" xv."noN6m as a,a :axan a,2aau°va a om 1 ccaoua, We 0 MATCH (SEE SHEET 2 ,' °: R.. ..a Ew°re2 r E.,mx"rM1.mrv�,n- OF 1( _ �x.2 DESCRIPTION NR1(APARTMENT HOMES) DESCRIPTION PARCEL NCA(.MMERCIAy Nonnwestt/4mtne enwnwes t/4 xga-aaras xe �,x Nennav ee H get et vuav axxg, rate N. eau ntn, vage 011 m the vxne uecems m oaxge 1—ty,reLaa,tneto ew xga;: DdcdHE'DldIfo�F the Hh" skI theoce Nonn dote of2300 feetma Nonni ce Nonn a9 a9 o2 wes,aasaxce ortoyos xe, goo / heare Nonn Nonhwesedyaoogs Norms pomor cxreaw�e oracxree coxaeem des a tm as xs nteetmapommtax ce of DESCRIPTION PARCELNC2(ODMMERCIAQ IT otf 1 P63��s ree9�o the voxlvT oFxeEe NN N%'tnexee eemxxesewn 00°n�a3°wesaexgsaaEas ne,a asrzxee H23801 reel to a peat ex the Nennedy xe er Rg- eNo 1044 -0cre a eoce Noth 221730 Eas,aasaxce oftt9.15 reel, theoce sown e East,aasaxce of262.3Tfeet, meoce south e9 astaxce or2oe 9e feel the POINT OF BEGINNING. ` Pu' aoog sa eo eel map to way xeo oxmv RH r gm ofwav, ounty E;yresvav o-o sunev Prefect No. 2,3031hexce Eas g v g r v aastaxce ori5 etmthe PO NT of eEC NN Nc. nw-wa ne six vg an g he v Ocoee ,o g y, oraa, eoorz g t,34 aches (6810 q seep, 00 o m oo aoo MATCH etway,a led access eoxae eet,a Nonh sn 1057 cema ease�va teewaySaalaoas more ores feet, theoce South 6-639 of5t. to the POINT OF BEGINNING , own LL L/.f aasaxce of tun.fn a ar (SEE SHEET 1 OF 2) yaia lanasstu a ne Omee,O oxaa, coxta 90aces(1F'3, q ee9, mo,eo,less Sad laoassw vg dod be,og the Gly of Ocoee Ohd ogey FIoLdd cool —mg 3 471 acres R5t 203 squeeep, more ores. DESCRIPTION. PARCEL sc1 (comMER AL) asfo ows. oa weooe, wes g oon aoa Careooa Ocoee RoadS, he Soxthwes 1/4 ofsaa SeaooS, g p c v screed 1 u'Cy V89 1008 V ,432 lY ,°„ �*\ `• t �""�4Te camxm ecnt,e (R teem) w.:A, ee N LA HOOD AVE"'d �m"'.ner. POR�_�.... w — Ge ff at Re,ohds Book 9816 Page 8120 of sa,J Publd Re—ds Iheo,e South 49IMP2 East aloog sa d e d slaoe C III lb leel to a Do ol do the _ PARCEL46 W v 599�1008 514 J}'-, "� `^^ 589°1008�do, r a ,y 660. 1J CCN ._,. 4�"ci'8 ( ) '1" Ira the3 LEGEND 4 •BBREV •T CNS s0 C$0 ,s...�v. N0004952 Ehav,og - P a hadhs of 1P `�G[j7y a FENCELNE Ins NOTED) OVERHEAD UT LTY 20.00 „•,r w.el -I h a ( FRE 11 IINT p GAS METER mwn �a�in w "' ""' " naretlslanc set, thence A239A3 West g g ne,a tlslanm 1 m ■ CAT" Bn5 N ® STORM MANHOLE o e ry . xa in ox/ew eo vosrem �I "� t Ct of an e Coum nn ]. es Ae 19s uar !e et m Sad g the y Ocoee,0 g y, Dora g (3 F q e ), ore or less z po 56N ® WELL �• raM 0 a W r 6uY W RE o ELECfR CBOx "' p DESCRIPTION . PARCELSC2(OJ MERCAL) M Apotion ofiM1eeoxiM1wesl t/d of on5,Townsep22 eouN, Range]H Easl,Oange Couny tla, aM1eollows !Mayfor c7 W e � o W00DPDWER,DTLTVPDE o VAULT rw"o sre „. -•• L L u he palrat des,Lek aOcoeeHoaayngntneboutnwe t/Dot abedon5,bengmorepancuaryaesabeaastoows Re w E ® TRAFFC56NALGOx aw am m.x cm Le tern maaW .,.` .- r - pg WATER VALVE ,an hddx gfee�eot oot P ® DSCS R DW�CAP FOUN ON RO W TH DS STAMPED LB# TVP 0 wuNDIRON ROD ORIRON PIPE as CnV nrrmv "` SHOWN u= ..... G 6• ..If�h 65 h IN uas_ titeettoafe PSM PROFESSoNALsuavEvoR&MAPPER ..,, as �� f " IF L L a ou "��, m 30. to the PO NT OF BEG BEGIN NG. thweA t/Ao too 5, thexc 001]S3 West g tlEasl ne,a tlstance of 2� H K �O IMI MEasuRED eaa anasstuate ,more or less yng and le ng n the Cty of Omee,Oange County, ontanng aTOa aoas pna yea square feeg } Lr L LENSED SIMEE IOR RIP REN�R�DCONCRETEPIPE F °,m .,. vi im.a 11 w > w/^ NI CMP CORRUGATED M ETAL PI PE py, k DESCRIPTION PARS ( ) V 0 �NTRALAN6LE I ,� o a. L �-weA,/der C ,. ange[,ounty,For aa, togetherwiha pon er n A ponox C Sedoxs Ia ox ottn g t y Nonh ` Fe-wa ter LakewoodLalewooa wexxe vxg aox5le�xg more pan cxa�v aescreeaasro ows � � NO J R RnD us L LENCTH Sa 3 COMMENCE at me sowewest eoree� ofine so OR > z PERDESTRPTDN G CD PARCEL 4 ° "I �I ,erPa,ee6-t6tR g n Do W CHORD GEARN6 IT HDRD LENGTH Doe OCR RAN6E�DNTyREHDR� FFCALRE�R�GooR _ ,... � ... .... 47 AIDED 12o nEg.T.(- pl li °' ae 1 GO d"aotheI TO Z 0 a „oR. s.sD SPOTELEVAT ON ...� �- e sk oL _ w O NCO •' 1ss CONTOOREL—TION `" `", „m„n 'F ax toeo m O N Inoa I a e dt TFS Id al ' xmax osz �I tM1 wZ NQ w o u. r ]0 Ii/anotihe No�iM1west un �xc or e,ssrea ecwxa w• °^ ••.- ..a =,d• `•'• .., Y I II mn .mn I No west t/4 of saaseno fe onM1 Lakewood Avenue -a— of 23 Sa Coate yoga g. the Cry of Ocoee, Oaxge County ootanog3. es(t,4T/,336 q ep, more or es. 3 a rc Ed w w x Y a .. a v r cr O w N wor. ee w II 'o a of w � n a.p o rves as oa fnoo .^.,° 18904404E Do 00 n -I ..L GBGGP FULLERS t'" eS— _ { POB PARCEL4 P7 T ao"Do- s e ml T T ill XLI eema xae NCO .r � re � �Irwu Z� n ._..- -.,,. .__�. ,.,.- n• -- -- � -,COT `-- - --_ -. 589°4404"N/ '�oRw- -• 1286390 J ` ____ :. •°v "K Landscape Buffers Along Public R.O.W. Per CIA of Ocoee Land Develo L,nt code landscd In shall In dude pe pg andsape bed d b , o� m wmm cot — of It screen at lean a' It wlmm , vear and be mm. 2s he anlme of planong. i P o� s tiro r,FT �P ®a Building Perimeter Landscape Requirements Id' City of ocoee Land De-lopment code, an aveage of (,)shade or undernory tree shall be prey ded to, every 30 LF of buldng per meter. All edges of buodmgs shall have a foundation planting of a mm. 50% of required open space to be shmbs and gerund rover. Landscape Buffers Along Public R.O.W. Parking Area Landscape Requirements Per city of Ocoee Land Development code, ldndscdping shall Include Per City of Ocoee Land Development code, parking lots shall l nclude(1)tree per andscape bed min. 10'I1 wi dth mntam I o pague OFatlean 3'ht. (4l parking spaces and min. 50%parking lot trees to be shade trees. Shmbs and within, year and be min. 25It attune of plano,. ground cover shall comprise 50% required parking lotlandsape areas and no 40 LF andsape areas shall be devoid of shmbs and gauntlaver. Pedestrian walkways - - lshall be landsap ed wm shad e or un d erstory trees egua l to an avenge of (,)tree ,e - - ,LL pY es 9 arena Pmmaed pe,DOLF. C`ARCofy4.o _. a�✓ �, Non nro r,eru C oEE a M RD -- OpkgyO� � IF OTHERe (� uxTNoe IF on,Fae 50[T �� IF IT— MF WMR ERs xuMEx. er Fw IFR �a a SODPINT-I a � �. �-- - x e. soo 12 Ll n ELEVEN 4,650 SF oD v k j a Murray Design Group e° e SO,, i 96 32714 NOTrr, CLARCONA-OCOEE RD. rO J' " SOD - - - - G I U L a 21 >~ V°ivi_5 pa o .�. o L� S11DLCI C UNIT OF oo ,w `a w,3 � o a 2.a AVE. Landscape Buffers Along Public R.O.W. Per City of Ocoee Land Development code land —long shall Include landscape bed n.,oInuudm conmeng opaguescaen atleana It wlmin, varand bemm. zs It attl me of pomnang. 63 LF Te,e = _ ,sc pv es q aexa Pmemea le,e ,4o3-100 F 3-224- 33oxaer y ees q xaPaxa Building Perimeter Landscape Requirements Per city of ocoee Land Development code a erage of (,)shade or undersmrytreeshau bepa�dedmrevery ao LF ofbemng permemr.All edges of buudmgs shall have a foundation planong of a mm s0.of reguo-ed open space m be shrubs and gawd cover. letar Lr s�.,LF,3oLF=,o,=,oeheaeeroxaer y es q xaPrexa Landscape Buffers Along Public R.O.W. Per city of ocnee Land Development code landsaping shall Include landscape bed m.,o In widmcomm�ng opaguescaen atleana It uumm,yarand bemm.2s Itattlme of pound ng. 4 e LF 0e - - Fc py es q aexa Pmemea 1o,e 3o4eLF„ooLF 3=0,= ,0oxaer y es q 6 xa1axa 1000-3 01 1U 2U Pe 2001'.6CG.01 Cam. Deal NeC ff RVM SHEET NO. L.O1 PALM PLANTING DETAIL 11BEE1 LEAR TEE LlIll 11- 11 AKII PREVAHN. WIND PIN -0 111 THREE NCH T011 E PO LE P ME PTAK NETALL AP PICK. . ATEL, I AWA� 110. TIE ED. E 01 TIE 10 OT 31 N. NO I ABIABIVE 11BEE1 TIBE PALL ITAKE LOCATION INALL NOT TOP 01 IOOTTILLIGAAEOIE —E NTE"E,EW T, PEI.ANENTBIANIIEB I 1-0111TOI(LOALLO—OlIETTINI) LOOIENE ""L DO AND THE I T" E 1OAERN.El.EOlEOOTEALL NOTPLEDON E o L To , E111E TIE 'o. I 'T ON Top AN, EPPTEN, N. CUT To I IIAIET ED TO TIE AREA A UP DEPTH ElOWN AIN `NUMUN M U LACAONR 0 0 TTEAULNKA LLOW E AT RON R PLO BE E DEE o' LOOIENED 10 ROUNITOPPED 10 L BERM I HIGH . I WIDE I PHED RADE ABOVE POOL BALL EURAACE SMALLER CONETRUCTED AROUND THE ROOT BALL BERM PILL BEG ROOT BALL PERIPHEI 'NAT NOTE LTO o' C ONTRACTORE I I BACKEALLSHAIKHT A I "URE PERCOLATION PRE PARE P' o , A NTN C PTE Bo L A E E PEC= PRIOLLTO'N ETALLPT ON ED WDE,�TIBIMENEION ROCTEBAl CoMPA RAC�TTE%O�NoEDIETINIE , 'ALL OR LARGE TREE DETAIL ROUND TOPPED BOIL BERM ABOVE ROOT BALLEURIA CE� HIGH I WIDE ENALLBE CON'TRUCTED AROUND THE ROOT BALL LOOIENED '0 L D ' AND TU RN HE BERM ENAlBE. NAT ROOT BALLPER PHEI BO LTO REDUIBE T HE COM I CT �N I LATER 01 MULCH 10 ALLOW IOR BETTLING) COVER NO TO THE AREA AND BE PT H ' HOWN�lU EDGE 0, ROOT BA LIT NOT PILED ON To P AND EPITEND N. PLOP E E BE 0, TOO E 0, TOO BENED 0 L E 0 L OUT TO I DAM R ACCMUM I MULCH ON ROOT BALL ALLOWED AT M�E MU M I I A-1 IROM TRUNK I TO I P ME TO MUTCHIN. L.HTI TAMP BOIL R GOT BAI REIT' ON EVOITIN. A DO I "T CE DR RE COMPA C COMPACTED POL POL DO NOTBOTHERROOT"A"CLL WHE I THETPOBRAN. HOOLE MAE BEEKI TLED POUR WAT L D.MW REET RNEMHNT RN BACOOT BALLTO BETTLE THE ER BOIL EN I R IN. ENTA 01 ROOT BALL "ERO'MULCH'O ALTO EDR DE LIN.) COVER N. EDGE 0' ROOT BA I EDON TOP AND EITEND NO OUT TO I MACOMUM I MULCH ON DO L ED 31 LON. NON ABRABIVE RUBBERTIBE AT MINIMUM 11 AWAI PRO R 0 UND Top PER '0 LBER BE TW 0 BEE NCH TODG E PO LE P ME , E BE I R 'A KII) TH URAA AB 0, T BALL E R A LIT TA 0, E ROO T 0, E ROO T BALL I E 'EE I ITALLAPPRO, MATEL, I CON'TRUCTED AROUND THE ROOT BALL AWAG IROM THE EDGE 01 THE ROOT BERM ENALL BEG I AT ROOT BALL PER PHERI BNATIT38TREEWLTU'PT OMA NEI BRATNCHEE R ACK PEALIZITHT"' 0' GOT PREPARE BINDNG BOILAB EPECIED NOTE CONTRACTOR INALLAIIURE PERCOLATION IIP 0, ALL PLANT NO P TE PC OR To NETAHTPT ON '3 01 ROOT MU LTI TRUN K TREE DETAIL ETRUCTURE NOTE CONTRACTOR ENALL AEGURE PERCOITION 0' ALL PLANT NG P T' P—RE PARE P' PRIOR TO NETALIT ON BO L A BE PEC= SHRUBS/GROUNDCOVER ADJACENT TO STRUCTURE PALM PLANTING DETAIL /ROUND TOPPED IOIL BERM I HGLL- WIDE ABOVE ROOT BALL SUR`ACE E UP BE CONITRUCTED AROUND THE ROOT BALL BERM P.1 BEGIN AT ROOT BALL BNEOTTTIPLLED ON ToCp HNTDOALL ONW SORER IPHERI INROCOVE RNAG EDGT01DROGOT BALL OUT To I TOOBENEDBOIL DIGANDTURNTHE DAMETER MACIMUMI MULCHONROOTBALL BOLTORE DUCE THE COMPACTION ALLOWEDATM NMUMII -11ROMTRUNK TOTHEARIGAIDDE PTH DOWN PRORTOMULCH NG I G HTTITAMPIOIL EDGE E E BE E 0, TOO EEN:D BO L ARACUENDDTHNEORTOOOVTEBRALL _ LTITO BE 0 GO MPACT WHEN THE BINDING HO. MAE BEEN BACKPILED POUR WATER AROUND DO OTBALLT 0 BELLTE THE BO L THE ROOT BALLREETE ONE. T NG ORRECOMPACTEDBOIL PREPAREPINTING IOHAIIPECIDIED NOTE CONTRACTO REHALLA-URE PERCO"TO NOIAIPINTNG D-M-NzoT L PTE PRORTO INETALITION 01 ROOT B— SHRUB DETAIL P ROVIDE A CLEAN M EC. NI CA— EDGED BEDI ME 3 MULCH LATER 11 OVERROOTBALL) POP �EINIeH oRADE SOD PLACEMENT ADJACENT TO MULCH TOPO' 'ODTO BE I DEWA TO 0 R ILUEH W TH PAVEMENT OT HER PAV � HE CNI PHED GRADE SOD PLACEMENT ADJACENT TO PAVEMENT PLANT SCHEDULE Murray Design Im Group R\" SHEET NO. LD.01 Murray 1 e,-1 Design N-e,P�—,P,,sI I ,,,a,a ��P�„aP,�,�a,a "I IT= Group ii3`ooii w .P.,.an.�m��.a �P.��.�P��..�. e m ,ns,aP, e,,.,,1om, a��a�,lo 114 P, roblo,a��.,m I Remove o emw, Tle a 0—Ba,P,ne.Noso.esP— le4 Re, esen—e ,P.mP1—w B. len 1. o a o ,�.� �a.o��o�aP�o�.,. . o� Px so m ,o .oP.o,l 1— 4�,. U So ey Ile a P, .�y aaP,,B TV7 P ,n—, Ile 0 5 00 ,Po�a,a �,�a,��.PP�„P�,m �b e..Pom�P®,opa,rv,�o�.,,m,aeIle Re,,—alve U U Pa,aP P �sP„�,�,. o.�,a A,P ®,�m��„a�P,.oM ,�a �o��,a®-111 o��me�aP��P�Ile lb, yolle,l�asl—a,m se�P, ,��e,a®a ��PP,a�o,z ,�a ��,a. Ile IATE RVM SHEET NO. LD•02 Murray Design Group °io07o 1i96 FL 327w ) 3`o CRC y0*Neas voTHEaa .� CLARCONA.00OEE RD. � � � •— � �MNBB�oTB�° x ev oTHERH qe �••� J r a. n gE 22 ]ELEVEN �® also sF ® 2 B 22 C . 322 I I I r RETAIL! ESTA RANT BU LEZG -- 14 oo sF Iw �.• II � •U I I U 'C a LC � a+ >U�a �- k\ , Ee .p,.. i � / � "� ; � , n� roe _ _ . ..—� _ — — 1Y. �:• �I,{ � � I � w � � III .." ® � � ' .�.. , , _ — � _ �. �• '...�., � `_ � .. .. •�: �� ..�.= _ cl - s�01.10.20 000 3e3 ae20W� CG.01 CWY {� oEel NECuur Cmwforj Irrigation Design, ITIC. RVM e- »I� s:. IRRI�A,ION oEsl�N A —I... ,A,ION SERVES SHEET NO. �:,3a;l�00,1�3 la,, IR.01 eRIGATION_SCHEDULE IRRIGATION NOTES: Murray ITA CAoM Design ® ® ® ® HxNe,PROSanPRBTnW Rs sdp=aW LW 31 nns sMT III CV Ap pad Hx,,erPRo:asPRBTnW127 Raaax_ a ,aa 30 na, a Hx,,e,PRo:asPRBTnW Ra ad- 12 a0 30 nLa a DEPDESIE ENTATIVE THE coNTRACTODEX LF IME EULLEEsvONSIBI"EODALLDEVIBIONe. e ON SYSTEM SPECIFICATIONS AND AILLCONTRACT DOCUMENTS THE CONTRACTOR SHALL COMPLY WITH ALL PDEvAILNGLOCAL CODE AoDDINANCES,AND REGULATIONS. Group e°iao�340 w ® m ® m HxNe,PRo:anPRBTnW Rd ad- , 120 30 132 a HxNe,PRo:anPRBTnW R,0 ads L ,aa 30 odd ,aINTERFERENCEWITH x ad ,d UaL ,dLOCATION HxNe,PRo:anPRBTnWAIIad� , 120 30 nn'FLAT ,0 HxNe,PRo:anPRBTnWR,Lad as ,aa 31 131 ,L HxNe,PRo:anPRBTnWR,Lad�� ad ,d Ux, IF BNATEALLIGATI ON SYSTEMCONSTRUCTWTHNEAPPLANTNGSTO_CoNFLCT NOT - CoNTRACHxme,eHVSdGeHV,DWH,dad�� OF PIP CA LE A A COORD NG NSTA THIN THE IFIC AREAS SHOWY OR CALLED OUT L�A LAND CA ON WILL FT ONTHEDRAWINGSLLNOTBEACCEPTED.ALLPIPINGANDOTHERCOMPONENTSARETOREMAINWIITHINTHEPROPERTYOHEOWNER. A A: SIGNS ELECTRONIC CONTROLLERS AND/OX OTHER OBJECTS AREAN OBSTRUCTION LOAN PARI LoCATEEP AGE PON RELOCATEDAS NECESSARY TO oBTAwTHEPROPEROCAEETXGEVNTHouTDAMAGwGTHEoesTDucnoN.owNEDSDEPDESENTATIvesHALLDETEDMwE D m HxNe,PRo:anPRBTnW R,2 ads L ,L0 30 Oda ,L WHETHEDANALLBE OBSTRUCTION OCCURS OR NOT p Hxme,PRososPRmna Rs aa�us a ao ao nw s sAC CoMMo® UTASLONGAS THE MOFF ED SPACINGS DO NOT EXCEED THESPAaPEXNGSSHOWNNTHEPLANe uNLEee SHOWN OTHERWISE, CONTRACTOReHALL ® Hxme,PRososPRmarQad,vAamea2 a tid, ,0 x Hxme,PRososPRmna Rad�xaramea2 a Ads ao e PEOANANVIDE Di COVERAGE. o o o Hxme,1R 01P 1m Aadw llea2 , Ad,, z0 ,0 1R 06P 1B Aad, lllea2 a Ad, ,0 IF Hxme,1R 01P 1m Aadmsamea2 2 Ad, 10 s RW 10 �111 6 ouGHLVDEscDIBETHE TECHNIQUES TO BE 1SED,THEINSTALLEASHALLFoLLow THENSTAunnON METHODS AND wsTDucnoNS RE av THBDMANUEAcmDED. T. THE LOCATION OF THE IRRIGATION MAINLINE SHALL BE IDENTIFIED IN THE FIELD AND APPROVED BY THE —NEDA REPRESENTATIVE BEFORE INSTALLATION. e wDlNccOVERAGE STE THE DRAW CATED AND NGS AND N THE AD ON ERATION TIME AS ATIONS RE FL DATE A NTIA A H GO DRAW NG A AND MAN I FACTURE `P'oDU CT NFMATON DO A ALL CA GXTP` N COMPONENTS A' N STALLAT A NS SHALL BE AS 0 ® ® ® p Hxmee1� 01,�HoopRHI-� ,,d is Bmp Bexea n esT 30 ,z, aaao Hxme,.1 Bmp PROS 011R.0 wR z LW a0 022 I'll Hxme,mP Bmp PROS 011R.0 wR 2 RW a0 nzz I'll Hxme,Me timp 111, OVeHnaO wH , "1 10 Vaa xw0 Hxme-1000PR-011RaanwR x a020 ao ,a IN THEDocuMFOR CON DUCTINA A COMPREHENSIVE MATERIALS TAKEOFF TO DETERMINE THE ACTUAL DUANTITES OF MATERIAL NECESSARY TO EXECUTE THE WORK DESCRIBED , SANDSHALL BE USED FOR BEDDINA MATERwuF PARENT SOIL CANNOT BE ADEQUATELYRID of DocLAND OTHER ExTRANEous DeBDIs. PUwmcvIPE SHALL eEPDOHIBITED. n. ALL SOLVENT WELDING SHALL BE PRECEDED BY PRIMING OF THE FITTINGS AND PIPE AS RECOMMENDED BY THE MANUFACTURER. 12 DURING A T ON SYSTEM DECODERS SHALL BE PROGRAMMED TO THE CONTROL— STATION AS PER THE IRRIGATION ZONE E —— � 5 a p HxNe,MPzn00 PRo:0nPRAanoVR s NO 210 ao ,a NUMBERONTRACT. oLABELALL VALVE Box cOPEDS WI THTHECODDESPONDINGCONTDOLLEDZONENUMBED. NUMBERINGSIZE,. PDOVIDETAGSTOALLVALVESAS CONTRACTOR M —— — HumerMvx000 vHoa0PveaxuLVH a eu e,u au .+0 ,B. CONTRACTOR TO PLACE LIFE BUBBLERS AT OUTER EDGE OF ROOT BALL NOT OUTER EDGE OF PLANTING HOLE. e $ TI ® --A,—NOT my zno 10 021 z ,a. THE CONTROLAIDE SHALLBE,a GAUGE ULLSTED FOR DIRECT BURIAL ALLWIEE SPLICES SHALL BE MADE WITH LAM DBYWIRE CONNECTORS. NE CONTROLLED LOCAL NE DETER M ON AND PROV RE ELECTE A SERVICE WITHIN 13 OF LOCATION I-IGATION CONTRACTOR SHALL BE RESPONSIBLE FOR OLT ® PRO:,LW R., a oPH lm Hl, Pmd,cR DIN Pl ,we—A,HEnOB >-IGA cONNEcnoNEDOM THEELECRDICALSEDVICE RO THEIRRIGAnON coNRDouLED. 16. LOCATEALLVALVES IN PLANTING BEDS OR MULCHED AREAS WITH A MINIMUM OFFSET OF 30 FROM BACK OF CURB OR EDGE OF PAVEMENT. n. ALLVALVES(SOLENOID, GATE ISOLATION, AID RELIEF AND FLUSH), SURGE PROTECTORS AND FILTERS SHALL BE LOCATE VNTHIN THE SPECIFIED vALVE BOXES. U ® ,z000a/ ' SLEEVE UNLESS NOTED OTHERWISE. TSHALLBE INSTALLED WITHIN SCH LAD PVC SLEEVES AS NOTED. IRRIGATION COMMUNICATION CABLE SHALL HAVE ITS OWN SEPARATE xpla, panem. Imrrau anpline on omn saesm plan, mnenal. ,e. THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR ALL SLEEVING. MAINLINE COUPLING IN SLEEVES SHALL BE SOLVENT WELD. •jy mso� 20. ALL UIvSIZED PIPE SHALL BE 3/4. r , O � �"a Home,PD1101ma12-pllevavesox 12 1,P1,eam 11 21. IRRIGATION LATERAL LINES TO BE BURIED AT A DEPTH OF,2 UNLESS NOTED OTHERWISE. 22 1Al Os NOTEDOTLOCATED V group mvave0 ala.Iurmo rvurp vaven xpnor oeam o , TSI NSTATTEDBYTHEINDGATION5CNTRACTO EOF 23 ALLCOMPONLVE NSTALLEDBYTHEIDDI GATIONCONTRACTOR,sHALLE LOCATEDONTHE OINBUILT"DRAWINGSILT THEXACTLOCTHEAS HumeraPcgoo-PLEs,ationco trollerle CONTROL2VALVNI SF BUILT SHLLBEPRNIIDEDIN NOTED VNTH TWOREFERENCE POINTS ON THE "As-BUILT"DRAAINGs.THE"A&BUILT"sHALLBE PROVIDEDIN DIA ELECTRONIC PDF FORMAT VNTH TNO HARD COPIES. �I 4 U o o© Hxme,I-,aaaPL,aN ex(Dmmlle, RHELANDSCAPEBUPEDVIBQD ODKINRHETIGHRQEWAYBHALLCQNEQRMRQRHEBRAN DDBANDBPECIEI TIDNBDE o LANaDDBTATEHI WAY a an o ® dAa,e,MNe„aNde TUDISDICRIQN .—I1,ePVCTI-L00PxIPIe >,00II �,/ PSTALLAT ON OFWOIK SHALL BE ATEDWITH OTHER CONTRACTORS INSUCH AMANNERASTOALLQWFORA SPEEYANDOEELYFLOW OFVEHICULADTRAFFIC AND COMPLETIONOFALL WORK ONTHEATE — Im ,ex.-l-11C„aAD. 200PxNIe 26 NO IRRIGATION RISEDSSHALL BEUSED ------- pe11—e1Ltixxedxle,d THIS PROJECT ALL INCORPORATE WATERSESEPLUMBING FIXTURES AND ENERGY STAR APPLANCEAS o a IRR,DATIONCONTRACTORBHALLBERFBP1-M.DIDTHEIROANTA.OEE REQUIRED BY CHAPTER „5OFTHECITYOFOCO ODE OF ORDINANCES WATERING SCHEDULE Ae,,,I,,.D,,pl,,e 12,000 28. THERE SHALL BE A MINIMUM OF FOUR(4)INCHES BETWEEN DISTRIBUTION EQUIPMENT AND PAVEMENT. THREE ENTRANCES TO PARKING AREAS aem°xv. Mxrrev e WATERING USAGE TE. 01.10.20 A TO e LOW VOLUME AN UNIRRIGATED AREA: 17,000 (61 %) zooTi wcc.oi CW' B4O H,,e, LIABp.e AVERADEDALL DER -EK3s, HIGH VOLUME IRRIGATED AREA: 10,555 (39%) EBI NEc Irrigation �esien, �nc. R SHEET NO. e12Crawford IRRIGATION OESI.N AN I.NSLLTA,ION SERVE. A E DEDALLONrsPER EK°Lssss° m �, m, TA INIJa1aoon IRD.O 1 No 1 DEI�H MERESTREMENTSARE TO BE DONE FROM FINISH GRADE I SEPARATION BETFLEEN GION BE Al M NES AND LATERAL ' RED I IT DEBRIS& NOXIOUS DS TRENCHING DETAIL S—E NTS IRREGULAR AREA DIPLINE LAYOUT RECLAIMED WATER — USED FOR IRRIGATION 'DO NOT DRININ— RECLAIMED WATER ADVISORY SIGN DETAIL VALVE BOX DETAIL XT PIT BUBBLER LOIAUE wLTTUN ,XO,GR I III- APRIT PLRTT NG IRLIER U TRFLEX ,oNTNUoU, , INIAH GRRUE URE=,RHD BTUAPBLLEER� TO -L _ oL I \ A EIH BUBBLER D FOURTI Tip D NTo FLEX �PE UNDIATURBEGITRILIED 101L =RL NEDPEl PH PE TO U FLEX PIPE I FT 1 BUBBLERI ITIL BE P—ED ON THE UPHILL 11RE OF ml ILOPEI G ON THE opp o' NG ' DE' oF ED I BU BBLE R I TO BE I 42HE D o='M`TT0H RNOTOHTEBI' CE R . E T E R DO NO T I =LTO=FoNR TBoUPBBLFERoFoL "BL oJ NEE RI D oBJR ULNELD A J R,T I H E I PERT OR Pl. BUBBLER APPLICATION 111I.ATION DELFIL NNEI PIPE SH-1 UP TEEN' . EIPLAN SLEEVING ROUGH -IN DETAIL ICIE NTI �oNN�T�oLNMAE�ATEA IlIlIE 1111 LINE TI IE INIGULEI UNIE1 "LET DSEI IT JIEIIE Is ..HIXXINN 1. AUNDIT —FIR 111111LINE 11 111 ll.IHIIFN DRIPLINE LAYOUT —TERPROOF VALVE BOX C CoNNEC TORI I I E IT TLION ELATTE.AINLINE IIIRREICO DERF I T 'R ATTDRRE .AX ULoop, RAL -L I IOpTpL LXITTIEoO EEINUUE E ITTHLDEEE 'LACE UNNTROLAC)TT ELECTRIC VALVE INSTALLATION DETAIL ICIE NTI SPRAY HEAD AND ROTOR DETAIL ICALE NTI Murray Design F8-i-1 a IN Crawford Irrigation Dc5ign, Inc RVIA GG ME.I.. A- I . . . HLT—I.. EGIIE. SHEET NO. El�—l�r,,F,l,r,l,l, E—L -I TI NN IRDA m Date Published and Media Name FThrsdua ril '1"hl 7rtrl Trr Advertisement or Article FI RSST INSEIi'lTON Crff OF cacORE NOTICE OF PUBLIC RF BRING LARGE SCALE PRELIMINARY/FINAL SUB PLAN FOR OCOEE VILLAGECE TrEi, „sourBmAs` cOmmFRCIAV1 CASENUMT ER: i S-2019-009 TNoTICE TS HEREBYGM?N, pursuant to Article IV, Sections 4 .IA(4), of the City of Ocoee Land Development Code, that on TUESDAY, MAY 12, 2020, at p.m., oras soon thereafter as practical, the OC©EE PLANNING & LONANG COMMISSION will hold a PUBLIC HJURING at the City of Ocoee Commission Chambers located at 150 North Lakeshore Drive, Ocoee, Florida, to consider the Preliminary/Final Site Flan for Southeast Commercial at Ocoee Village Center.'rhe parcel identification number is 05-22-28-0000-00-004 and is located on Clarcona Ocoee Toad, east of the 429 Expressway, The parcel contains 4q.28 acres of wbicln 4.71 acres will he Southeast Commercial. The developer is proposing a mixed -use development to be split into two (2) phases. Phase one (1) is proposing a 14,000 s,f; building mixed with retail and restaurants, and, a 5,000 s.f gas station with a aconvemeence store. phase two (2) is proposing a 4,000 s.f quickservice restaurant. Interested parties may appear at the cited meeting and be heard with respect to the proposed variance. This notice is given pursuant to Article ITT,, Subsection 4-9 Ii, (1), and page 180A,43 of the City of Ocoee Land Development Code. A copy of the application and the City of Ocoee Staff Report may be examined at the Planning Department located in City Ball at the address indicated above, between the hour's of 8:00 a.m. and 5:00 p.m„ Monday -Friday, except legal holidays. The Ocoee Planning & Zoning Commission may continue the public hearing to other dates and times, as they deem necessary: Any interested party shall be advised that the dates, times, and places of continuation of these or continued public hearings shall be announced during the hearing and that no further notices regarding these matters will be published. You are advised that any person who desires to appeal any decision made at the public hearings will ,n-1 n roenrri of the nroceedines and for this nurvose may need to ensure that Persons M'Imq; H'Iust;y Johnson (Jtt y.�°��rtn n➢rt�rta➢➢ . 11"ohort Ik r,114, DATE: May 12, 2020 TO: FROM Lorry Bniflson a ttanb,c;nn➢➢ ry Wflsen, Ilnst➢➢ct; STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Michael Rumer, Development Services Director SUBJECT: Townhomes at Ocoee Village Center PUD Preliminary/Final Subdivision Plan Project No(s): LS-2019-005 ISSUE: Should the Planning & Zoning Commission recommend approval for the Preliminary/Final Site Plan for the Townhomes at Ocoee Village Center PUD? BACKGROUND: The Ocoee Village Center PUD is located on the north side of Clarcona Ocoee Road, east of SR 429, South of Clarcona Ocoee Road, east of N. Lakewood Ave., and east of the intersection of Fullers Cross Road and N. Lakewood Avenue. The site is located within the SR 429 "Interchange Village Character Area." The project received approval for a rezoning to PUD and PUD Land Use plan on June 18, 2019. The original plan included the development rights for a mixed -use community that will include 150,000 S.F. of Commercial, 196 Unit Townhomes, and 316 Apartments units. The applicant is also in the process of a Substantial Amendment to the Ocoee Village Center PUD in order to increase the townhome development from 196 Unit Townhomes to 232 units and the apartments portion from 316 units to 320 units. On February 11, 2020, this Planning and Zoning Commission recommended approval of the Substantial Amendment. The amendment process is on hold and has not been approved by the City Commission. Once The applicant and the Orange County School Board work out an agreement for Capacity Enhancement, all of the process which includes: PUD Substantial Amendment and Preliminary and Final Site Plans for all Phases proposed. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Institutional / City of Ocoee Forest Lake Golf Course East Low Density Residential / Orange County Single -Family Residential South Low Density Residential / Orange County Agriculture / Vacant West Low Density Residential / Orange County Agriculture / Vacant "PUD" :�%Z II'geetliu g IDate': II'0ay'12, 2020 I:111ojec q Uowunllmouanes at Ocoee Olillllage Center II IUUIIID Iuoojoct IINuu rnlloeio(s): I1 S..2019..005 DISCUSSION: The Townhomes at Ocoee Village Center is a proposed two-phase 232 Lot Townhome Development on 34.49 acres. The development will consist of two (2) building sizes. One is a six (6) unit building with 31-foot-wide end units and 20-foot-wide interior units. The second is a four (4) unit building with 31-foot-wide end units and 20-foot-wide interior units. A private amenity center with a pool, cabana, and play ground will be provided. The project will access two (2) entrances on a realigned N. Lakewood Avenue and will also provide an extension of 5ch Avenue though the subdivision to N. Lakewood Avenue. All roadways will be open to the public. Utilities will be extended to the site from the south. An offsite park is proposed and will be highlighted in the staff's presentation. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Site Plan for the Townhomes at Ocoee Village Center PUD was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project and the proposed onsite and offsite public improvements, which include installing new water and sewer lines, a public lift station, reclaimed water, public roads, public stormwater, and a public park. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for the Townhomes at Ocoee Village Center PUD. Attachments: Location Map Zoning Map Aerial Preliminary/Final Site Plan for Townhomes at Ocoee Village Center PUD Large Scale Preliminary/Final Site Plan For Ocoee Village Center "Townhomes" & "Southeast Commercial" Location Map N PRELIMINARY/FINAL SUBDIVISION PLANS for OCOEE VILLAGE CENTER rE - DRAWNGINDEX G0.0 COVER SHEET " G1.0 GENERAL NOTES G2.0 EXISTING CONDITIONS & SOILS MAP G3.0 SITE PLAN G3.1 -C-3.2 PAVEMENT MARKING PLAN - G3.3 FIRE TRUCK ROUTE PLAN - G4.0-C-4.1 UTILITY PLAN *` G5.0-C-5.1 DRAINAGE PLAN ' G5.2-C-5.3 LOT GRADING PLAN 4 G5.4-C-5.7 DRAINAGE DETAILS G6.0 STORMWATER POLLUTION PREVENTION PLAN G6.1 EROSION CONTROL DETAILS LOCATION MAP AERIAL MAP G7.0 - C-7.6 PLAN AND PROFILE N.T.S. N.T.S. G8.0 CONSTRUCTION DETAILS G8.1 - C-8.4 CITY OF OCOEE STANDARD DETAILS LEGAL DESCRIPTION: BOUNDARY AND TOPOGRAPHIC SURVEY A PORTION OF SECTIONS SAND 8, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, TOGETHER W ITH A PORTION OF THE RIGHT-OF-WAY FOR NORTH LAKEWOOD AVENUE LYING IN THE SOUTHWEST 1/4 OF SAID SECTION 5, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COM M ENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE NORTH 89°44'04" EAST ALONG THE SOUTH LINE OF SAID SOUTHWEST 1/4, A PROJECT TEAM J DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING, SAID POINT LYING ON THE EAST BOUNDARY OF PARCEL 62-161 RIGHT-OF-WAYWAS DESCRIBED IN STIPULATED ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 5461, PAGE 2341, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE NORTH 00°53'06" WEST ALONG SAID EAST BOUNDARY, A DISTANCE OF 38.50 FEET; THENCE DEPARTING FROM SAID EAST BOUNDARY RUN SOUTH 89°44'04" WEST, A DISTANCE OF 15.27 FEET; THENCE NORTH 45°34131" WEST, A DISTANCE OF 35.16 FEET TO A POINT ON THE WEST BOUNDARY OF SAID PARCEL 62-161 RIGHT-OF-WAY'B'; THENCE NORTH 00°53'06" WEST ALONG SAID NERS REP WEST BOUNDARY, A DISTANCE OF 272.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST; THENCE DEPARTING FROM SAID WEST BOUNDARY RUN WINTER SHE INCS, Toe NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 750.00 FEET, A CENTRAL ANGLE OF 53° 16'23" FOR AN ARC DISTANCE OF 697.34 FEET; THENCE SOUTH 39°59'05" EAST ' PH ONE KENEU N MnN.CMAILcoM ALONG A NONTANGENTLINE, A DISTANCE OF 26.61 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 110.00 FEET, A CENTRAL ANGLE OF 21°12'06" FOR AN ARC DISTANCE OF 40.70 FEET TO A POINT OF TANGENCY; THENCE SOUTH 61°11'12" EAST, A DISTANCE OF 253.66 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH; THENCE EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF SOBERER' FOR AN ARC DISTANCE OF 23.56 FEET TO A POINT OF TANGENCY; THENCE NORTH 28°48'48" EAST, A DISTANCE OF 219.94 FEET TO A POINT OF EARTH, P.E. CURVATURE OF CURVE CONCAVE TO THE WEST; THENCE NORTHERLY ALONG SAID CURVE HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 92°12'35" FOR AN ARC zniasor Tne=NTEoErelrvo sTRNDPreosMwauA�w THE roucwwo RiN WE ST SORTN CS FL DISTANCE OF 80.47 FEET; THENCE NORTH 16°32'23" EAST ALONG A NONTANGENTLINE, A DISTANCE OF 48.62 FEET; THENCE NORTH 54°41'38" EAST, A DISTANCE OF 53.18 FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE CONCAVE TO THE NORTH, THE RADIUS POINT OF WHICH BEARS NORTH 14°3 V51" EAST; THENCE EASTERLY ALONG SAID J CAD 10PI DRRAN IN ITATE PLAN cooreDINATEI nRTHTmwccaouRco CURVE HAVING A RADIUS OF 1,735.41 FEET, A CENTRAL ANGLE OF 13°45'13" FOR AN ARC DISTANCE OF 416.58 FEET TO TO A POINT OF TANGENCY; THENCE SOUTH 89'13'22" EAST, A DISTANCE OF 158.58 FEET TO POINT ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE SOUTH 00°17'43" WEST ALONG WOHLFAITH CONSULT NG GROUPLLc SAID EAST LINE, A DISTANCE OF 1054.85 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5, ALSO BEING THE NORTHEAST CONTACT WILSON E WA, M CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 8; THENCE SOUTH 00°34'54" EAST ALONG THE EAST LINE OF NORTHWEST 1/4 OF THE NORTHWEST TAX I.E1. PARCEL NUMBERS: ALT.oNTE SHE NCS, FL 1/4 OF SAID SECTION 8, A DISTANCE OF 231.78 FEET TO POINT ON THE SOUTH LINE OF THE NORTH 231 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID 05-22-28-000-00-004 RWOHILFARTH-GROUP CO SECTION 8; THENCE SOUTH 89°44'04" W EST ALONG SAID SOUTH LINE, A DISTANCE OF 1286.39 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF NORTH LAKEWOOD 05-22-28-0000-00-040 AVENUE; THENCE NORTH 00°11'35" WEST ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 166.77 FEET; THENCE DEPARTING FROM SAID EAST RIGHT-OF-WAY LINE, RUN 05-22-28-0000-00-046 NORTH 44°46'14" EAST, A DISTANCE OF 56.60 FEET; THENCE NORTH 00°11'35" WEST, A DISTANCE OF 25.00 FEETTO THE POINT OF BEGINNING. 11 =EWATER R TELECOMMUNICATIONS SPECTRUM SAID LANDS SITUATE LYING AND BEING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 34.488 ACRES(1,502,285 SQUARE FEET), MORE OR LESS. t = f GAS APOPUA NATU GAS ENGINEER PROJECT NO 2018017 WOHLFARTH CONSULTING PERMITS REQUIRED �GROUP LLC E��EEHs�P�NNERs AGENCY PERMIT TYPE DATE APPROVED APPROVAL NO. EXPIRATION DATE dd lAND DEVELOPMENT B ENGINEERING SERVICES 246 N. WESTMONTE DRIVE Ep [wca AL TAMONTE SPRINGS, FL 32714 (407) 750-3123 READESCRIPTION DATE REA GENERAL NOTES .AN, A L, L DNA I T GORE AN, I FY DETAILS NOTE THAT THE O AGETHE GENERAL NOTES (AlDETERMINED BY THE ENGNEER OF RECORD OR THE CI TYJ SHOULD BE FOLLOWED. 2. THE GEOTECHNICAL REPORT SHALL BE RENEWED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL FAMILIARIZE OTHER IONIC TICKS FLY AT _ AFFECT TIE 11 GGE1111L C—L ET AN E THE TO I "I., TO ...EN SE SENT I E IRK D SPEGFIE D_ IF THE C OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH. HE SHALL PROMPTLY NOTIFY THE ENGINEER PrITIN AD AND AN' NEIEIIAII CHANCES SHALL BE A.11TER, AS PROVIDED IN THE AGREEMENT FAIR CHANCE, IN HE WOR THE T HE 4 CONTRACTOR'S EMPLOYEE S SAND ALL HIS ESUBCONTRACTORA AND THE AGENTSI NEEF AND EMPLOYEES AND OR THE ARTS AND MOTHERS OF SUCH AS P—MENTS, TRACKSWPIPING, WIRES, CABLES, CO CONDUITS PO E E GUYS OR OTPHONS AN' ER SIMILAR'APH FACILITIES, INCLUDING INCIDENTAL (STRUCTU RESPIPEILI (CONNECTED THEREWITH D, PROTECTED RTHATAARE ENCOUNTERED IN THE WORN IN ORDER THAT SUCH ITEll MAI BE TED PLANS APPL ABLE EDISTO, AND 'PE , GOAL ON A HEIEN, AND ALL APPLOARLE FEDERAL, STATE AND LGIAL BUILDING AND SAFE" CASES, LAWS AND ORDINANCES T. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN CONTRACTOR SHALL ORTAN BAD A NUMBER FROM LEGAL SAO C.FUPANI AND NO LET SIT RE ST ATE INE-CALL UTILITY NITIFICATINT CENTER AT 1-111-412-1711 AT LEAST 41 YllPS PRIOR TO START OF ZACPK I CEO' TV PE'FO'MNG AN' WED 'THN AN' PULC NIGHT OF- WAY CONTRACT` 'HALL DEVELOP AND IMPLEMENT A TlAFFG CONTROL PLAN NSITENT WHY THE MANUAL CNE AUNTOF ENGNESR DEPARTMENT APPROVAL TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND SUBMIT TO D I THE EVEN T NOTIFY THE ENGINEER ER AND/OCONTRACTR 'HEDO OWNER OR OWNERDIIOVEIS AN' S AGENT, OMISSIONS IN THE PLANS HE SHALL IMMEDIATELY 10. CONTRACTOR SHALL PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL MA 'KE"S ARE DSTUIBED TH E CONTRACTOR SHALL EMPLGI A FLORIDA IE.STEIED LA ND AJPVEIOF TO RESET DR REPLACE THEM CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND FOR 'HE INSPECTION 12, T IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT D AT POSTING OF SECURITY GUARDS 11 CONTRACTOR SHALL. AT ALL TM ES . UT LIE ALL NOIMALLI ACCEPTED AND IE=l EIDENITCHUREALFE TIS 14. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO TUNNELS DITCHES STORM WATER PONDS CANALS, ARTIFICIAL LANES) CONTRACTORTHAT S SHALL INSTALL FENCES ANDHCOR3TAKE ED FALL OTHERS REASONABLE AND PREVENTED ACT 16 RSAFETY ONOSHALL PROVIDE ALL REASONABLE PEENTD PROTECTION TO PREVENT DAMAGE, INJURY PERSONS OROSS T MAY BE AFFECTEDNEREBv ALL HER A ALL THE .. I AN D A L MATEGALl AND ESITIPMENT TO BE INCORPORATED THEREIN. WHETHER IN STORAGE AN 01 OFF THE A TS UNDER THE CAPE. NISIODI .1 GGNTIDL OF THE CONTRACTDI IF AN' OF IT, SUBCONTRACTO- C IT HE ` p ROPER Ty A T THE GTE GO ADACENT THEIETI. INCLUDING TREES AT1111, LAWNS IFALKI. CONSTRUCTION NOT DEMUDLITIO TH COURSE OF 17 THE CONTRACT` SHALL SOMALI WT IT ALL APPUT IAB L E SAFETY CODE' AND W TH ALL APPLICABLE LAI ORDINANCES. RULE , DEALT AT DNS AND L AGE OIL 0, BE " OF ANT IUBLC. IAS PUBLIC 01 OTHER ATUT.11TI HAVING JURISDICTION FOR THE SAF TI OF A ON DIEGO DIED BI EXISTRIDEC'O'NNETDONO PND PROGRESS OF THE WIND, ALL REASONABLE SAFEGUARDS FOR SAFETY AND RECNLAZIONA ANON NOT ESITNc CWNERS AND USERA OTHER F AOJACENTN'TIL T E3 OF THE ExISTENCE OF HAZARDS AND IF THE SAFETY REITHATIGNI OWNAND SNOT PROPERLY ATTRIBUTABLE DINE WHOLE OR IN PART. TO RTHE FAULTSOEMPLOYED OF 'HEGFOR PUGERANEGCTSLIGENCEEAN' OOF THTHEMEMCONTRACTORE 1' THOSE PARTS OF WORK N D ADJACENT THEP T SHALL A C OFFER REA'DED P SIR A , ENCLOSED W AD EG AT CT N BY THE CONTRACTOR AT CONTRACTORS EXPENSE STAFF BEAR THE KE STORED ON SITE, BY THE ACTION OF THE M ELEMENTS OR FROM NANY OTHER CAUSE WHETHER ARISING NFROM THE LS GOOD ALL N_ 0, DAMAGE A TV ANY 101110 N IF THE WORK OCCASONED By ANY OF THE ABOVE CA US E A ACT RE FINAL ACCEPTANCE AND SHALL 11AP THE EIPENSES THEP E OF IA ALTH AND SAFETY ACT 'TH PA OF 1,7S AND ALL "LES AND IE.ULAT.Nl NOW DR HEREAFTER IN EFFECT UNDER SAID A CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS 23. ALS CONTRACTS WISE)IINSP'SEALLMATE' NTAL OMPLUT N WITH ALL PR SENT FED RAL AND AND LOCAL )RULES, ME N EPLTN DOR SSAFETY LAW. INCLUDING. BUT NOT LIMITED TO.EALL SUCH STATUTESEREGULATIONS RULESFINANCED. CODES. AND RULES OF CDMMON LAW THE APPROPRIEVENT IFATE AN'GOVER'PILLN MENTALRELEAS)AGENCY IN 1AND HE TA LT IE (TAKE SUCH ACTT ANABLE NAS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT AT SUCH SPILL ON PER5ON5 GO Pl.PEITI 25FROMANYANDALLLAIDLITY R (mcUTTRACTUAL EES) FHE IREE FAP_SSD=, COSTS, ATNT�OLPNEYS FEES, EIPENSES, CAUSES OF ACTIMN,RCEFGIMS INYTIDP�NS'PESULTNA FROM THE PRDMULG4TED THEREUNDER .1 AT ANY STATE LAWS OF REGULATIONS PERTAINING TO JOB SAFETY AN A , E"LT ARISING OUT OF OR N ANY 14Y CONNECTED I TIT THE PERFORMANCE IF WORKUNDER THIS CONTRACT, AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANY SUCH CLAMS. PENALTIES, SUITS OR ACTIONS, PUBLIC OR PRIVATE. ADMINISTRATIVE OR JUDICIAL, INCLUDING ATTORNEYS FEES PAID OR INCURRED BY OR ON BEHALF OF OWNER. JOINTLY OR SEVERALLY, AND/OR THEIR AGENTS AND EMPLOYEES. THE CONTRACTORF I OTHER A' FEES N THE EVENT IF A CLAMED lIffTEIR WFHAN FEpEElALEM041NClET40E GAFEKYO4ND HEALTT. BLEW OR PlPFIlMPD UNDER TH A IINTRAIT OWN `P BAY IBM ED 4TEL' TAKE WHATEVER 4CTN A TMED NECESSARY By OWNER TO 'EMEDY THE CLAIMED VIRLRUA N, ANY AND ALL C-1 GO EDPENlEl PAR GO NGIIIED By OWNER N FAR NG SUCH ACTON SHALL ` E BORNE BY CONTRACT- AND CONTRACTOR AGREES TO PROTECT HOLD HAIMLEIS AND N DE.N I OWNER 434 NIT ANY AND ALL SUCH COSTS OR EIPENSES CONTRACT REMOVE ALL SUPPLIES MATERIALS, AND W41TE C.NT 4 NN. 4 ND HAS 41DOIS M ATER OIL FIFO M THE LOS SITE GO�TPAGTOP FOR THE COMPLIANCE HOF CONTRACTOR ALL BEAR FULL FANDNITS SUBCONTRACTOPONS RS WITNE THEE PROVISIONS OF THIS HCON TRACRAC CLAMS FILTER. WITHOUT LM�4H.D REPRESENTATIVES, TO CDMUPLI WITH THE TEFMS OF THESE CONSTRUCTION DDCUMENTS 28. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL SO NFOI M OWNER I EN A INEEI N WTNA IN THE EVENT OF AN, SO LL E LEASE 01 ANT OTHE , REPORT ABLE KE PERSONS OR PRDPERTI 29. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE. UNDERGROUND MATE FAIL , EA A N4BL I BEL E VED To B E 4 HAZ4,D DIS MATED OIL. IT" AGE TANK " I THE ` C INTAINEI, OF AN' I ND, THAT MAT C UTIN A HAZARDOUS MATERIAL, OF EN CO'NTE' THE AREA AFFECTED AND REPORT THE CONDITION TO OWNER ANDEFORENGINEER IN WRITING. TE LV STOP WORK IN 30 E EA) THE REMED14TION UNDER AN' PRESENT FEDERAL OR LOCAL STATUTE, EGL AT AN . I 'FINANCE , RILE CODE, PHP4DZEF, ACTION, POLICY OF COMMON LAW oR) S(8T WH E GO LOCAL PQNSE COMPENSATION AND a BIUTY CLOD (42 EQ) AND/DP THE'RESOURCE CONSERVATION AND RECOVERY ACT (42 USC. SE SEQ.), OR (C7 WHICH IS TOO CCOPP'SIVCNFECTIDUS, PADIUPCTIA CAPINOGENIC, M HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY. AGENCY, DEPARTMENT, COMMISSION, BOARD. Ty IFTC4L SUBDIVISION THEREOF, OR EOD)NTH OR OFF HEATE US TO EASE A PREMISES, L FUEL OR OTHER PETROLEUM HYDROCARBONS, OR CF) AINS POLYCHLORINATED BIPHENYLS ((CBS), ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM IGATT47IONONTHE CNTACTO' SHALL FELD LOCATE ALL ED ITNI IT IF T E' 4' TO NICE LIIAT ON ND ELEVATION THE HANDICAP ACCESSIBILITY NOTES 1, ALL CONSTRUCTION MUST MEET OR EXCEED ALL REQUIREMENTS AS OUTLINED IN THE AMERICANS WITH DISABILI ACT ADA) D THE FLORIDA ACCE551BILITI CODE, MOST REEDITIONSBOTTOM OF CURB RAMP ELEVATIC (B.O. (RAMP)15RELATIVE TOEACHCURB RAMP CONDIIONACTUALELEVA ION5 SHALL BE BASED ON EXI5TING 9, DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MAIMUM 27. PER ADA REQUIREMENTS10 SIDEWALK CROSS SLOPES SHALL BE MANIMUM GO PER ADA REQUIREMENTS 11, CURB RAMP FLARES & LANDINGS SHALL MEET ADA PEOUIREMENTS 12 ACCESSIBLE ROUTE WITH PUNNING SLOPES GREATER THAN 1 20 IS A RAMP AND SHALL COMPLY WITH ADA NASA REOTIMEMENTS O FDQT HAND CNTACT'PSNSoL 304. MQ CURRENT EDITIo),L CURRENT ADA STANDARDS CONTRACTOR SHALL FEE ER RECORD DRAWING AS -BUILT REOUIREMENTS� AS -BUILT DRAWINGS SHALL BE PREPARED BY AND CERTIFIED (SIGNED AND SEALED) BY A REGISTERED SURVEYOR, AND OF CY N(CO17EBIT UM SHALL REFLECT AN' CHANCES TO THE I M A R DOE M CUTS M ARE DURNG D MOST MEET 'HE MNM'M TLIND BELOW THERlIUOREGINALS DESIGN ANDG RIF ALL CEILEVISED AS ATIRI )BUILT DATNCES HAA AS UAPPLICABLE AMOST BES WILLA CLEARLYR SHOWN aU THE EAS-BUILT BOTH DRAGINGS MUST BE CLEAPLI LABELED AS AS -BUILT OF RECORD DRAWING, THE FOLLOWING INFGIMATION, AT A MINIMUM, SHALL BE CERTIFIED IN THE AS -BUILT DRAWINGS FANPLiTP AND DIMENSIONS OF PIPES, VALVES, FITTINGS, CHANGE OF DIRECTION, AND OTHER ASSDCATFD WASTEWATER COLLECTION/TRANSMISSION SYSTEM. II TIl A LIFTSTATION. FORCEM AI N, CUT INAND G$ CRF HANGE IN DIRECTION ANO OTHER ASSOCIATED FACILITIES ON PAVING AND DRAINAGE STATES (n Lu Q 2 0 0 [If z O (n L LLl H QQ 0 LIE Z Q O [if 5 W Lu Z j U, W w z 0 Lu O� O� /» r ER IAL) j s a P IF Y � ' f� �\ \ DRY •� 11111' RETENTION EA T3 AREA T4taz �II I I !nI � ■ I 'L � III ' � . ■11■WlF�a. ■IWIW3liiili N��1♦ I a�■■Il■ iai :' ■�■111'� __ = --- ��il Iyu,I NIIIIIWI— 1111l111— 111111111 IWI�IIII '}'iV�il�� I■1■ 1 � SUBDIVISION AT OCOEE VILLAGE DEVELOPMENT NOTES PROPOSED DEVELOPMENT TOWNHOUSE PARCELD NO. Teo PARCELADDRESS Teo CURRENT ZONING PU0.HD FUTURE LAND USE- NDR TRA CT SIZE 3440 AC. MAXIMUM BUILDING HEIGHT 3STORV/35'FT. PROPOSED DENSITY 0]2 DU/AC. MINIMUM LOTSIZE 2, 200 SQ FT. BUILDING SEPARATION FT 20 REQUIRED PARKING SPACES 404 SPACES PROPOSED BUILDING SETBACKS FROM PROPERTY LINES FRONT 25 FT. SIDE 5 FT SIDE CO- . FT. REAR 15 FT ASSESSORY 5 FT. LANDSCAPE BUFFER PROVIDED FRONT (NORTH) 15.0 FT. REAR(SOUTNI 25.0 FT. SIDE (WEST) 15.0 FT. A DE (EAST) 25.0 FT. SUPPORT SERVICES PROVIDER WATE RI CITY OF OCOEE SEWER CITY OF OCOEE 31.220_� 20' 20' _� 31' 31 . "1 20' 20_� 31' T Ir �I102hh 10, I I r I I I o TOWNHOUSE OWNHOUS (6 UNIT) (4 UNIT) 44 I I W 0 wQ 20 O[If z� �LL Q 0 a (D= � Qo U) >w wz TYPICALLOTDETAIL w Q a O [if 00 11 FPG "1E° DenN nrr. ',T 3..'\n. II (h Mai sfwcR o TYPICAL 50' Row SECTION �.°.. .. N G N O P W E t S GRAPHIC SCALE ��IN Ieo) « ...._..e....�....._....�..... E> F o O� n.... m eMa"eceJe Typical Street Signs soo Eon 'wo ag/ a GRAPHIC SCALE 0 3— — % o - a v DRY RETENTIONMAMA EA T3 --� --� AREA T4 0 wa z \\N\ 0 o�� \ \� a 1c, � o PPAK�� a <w, z wwK > � P , .„ ,z �V S> N lY � Q • p j� soa saH ra o„6/�i ~o•�P.Amw6; aqoEwwk wog i/ �RA T <J O -Eac) z lANlEl IN �pE ` E,Ro> 2 wQ > >s > 1P N E �A "i M Og « � EA' _00co O TE o�a`rr°BOE�oH NNo ° -NT�o F e \ p III oN of 00 0 �E.EAErywo oRl�s> (EEwrvE[o�owHa�AreEE,oE> °i`ry•I` —E i w ri H U -D I �GNO�P " P ti 2 II,o, ss� MATCH LINE C-3.2 MATCH LINE C-3.1 - s P,or:o DRY RETENTION i AREA T2 i � s ryy 6 1 4 / / 3 ry u rc h �S6 3 6S a 55 0 ey s a I L fs vu+vry / Q? m �4 AREA T6 s c7 z s TRACT K TRACT L z TRACT M o — I 8I IDE-1— sa w� C) a o� s soEwu I s soEwaK 230 I I 149 I I 142 5 sioEwaK - � r tss EUPn) svry 2� � O 229 224 141 f43 m s o�wuK � 2 TRACT E zze CAI _ M, ��.E — 221 �6 �— IID - -s, xxxx x.1,1. x a° � LE s soErr�x mnflxeAE.E sx �� 1Px ME �rE Px MEx x'll 1IN— IEx1 111-1 11DI P m1 m e e m w�P ire. wi oEnrelw xxoss o�sw,w n,o� � 0 Q <e�xr'I'll ID co E a aFo> _ w Z Y DRYRETENTION w z APFA J° w > LU 2 w wZ LU Q Q— - — 0 0 a of �� o N - U N �GNO�P W E S � GRAPHIC SCALE � ix eeeT 1 ml MATCH LINE C-4.1 We �GNO�P MATCH LINE C-4.0 El 77 7-777 wi s 1, e ec H sv s3 .Ea a , z 24 A z or, i TRACT K TRACT L ego 1 �� 1ANI-1 1-1 a 25 � I one avc _ TRACT � c x o,oz 21 ----� — +i so I Exo c 2a Ifs a --. i W W - o a srue 230 ' t49 142 1 rl O �Iq _1 ¢la �z � 148 43 TRACT F a IL ss x o. m P xarvx ., 228 225 141 _ . 221 226 145 U'1:7L o, CL h SABLE RUN WAY lE'ND ox - --� r-- _ W 0 e e,rvrvu o axs P� ��.x �,ao� o� �;ae`aG m o0 � o z .— J Q P"LL svei*uz sa Mvevoss v ou Asa as a ave ua"sa sae ave „s'N , J O} a irvv rvv au se,z e Pvc of o .- ci n M � e r m o �- w n m m o Q o � D n — % LU U W z LLI ---- ---_ ----. ----. ----. ---- ----. ----. ---. ----. ----. ---- ---. ---. ---- ----. ---- --_. ---- ----. ---_ o _ p soN of O� o I I - U N �GNO�P W E S GRAPHIC SCALE � ix eeeT � U) wQ 20 O[If z ZO Q n F-- 0 wz Q (Dz z QO Q �w o 7 wz 0� 00 �GNO�P MATCH LINE C-4.1 MATCH LINE C-4.0 ram., _ -!7 T� —I- 7-7 ®a , i i i l o,El F—T Ell M , IN of >3� - J. �� IT o j III DIINIIE Io� J z11 �rzo Eo0.1�� IN IN �. �� o� =3,E a2P o ' ;m '' P �" I a, a, NLE e„ ,e R� ' IN: , 3, 3 R� i I a 30 P TRACT 3o a� , 3 01 �NE0 13 2, P j o� F o K �N Ses3 a a�, ,w Na 0� 5 ,a 2, a� z v 0221 i 5, ,<oCI III LI-E NI` NOT III IN II III U i2o N,,,s.,, a2P psEz ¢ p a 5 J ,zv or so reca ®aaax 211 222 t50 ,at oo ��P�� i11 q _ rec SB 1q 230 223 1 W W ,42 �✓" �^ 0 a a a ET 141 o N r o,E ,a , axw LIN ao0 _ a .i 5 �.. , , —�., : d - 5+ o _�= a� �_ _- ; = —� P� s. / ' b I'm 10 is s � o5 6 �Ai soB+Oo CL 0 o z, � 0 zsx 510 00 +04 _ �� are ssx ,s e o 507+00 s11+oo 5 512 V Uzi R3ffi_, 6 _ _ _ _ _ ,s or, acv x ozsx z R� \ BUN WAY -�� >s '"—_ _"" U �— s W 0 ,oraaa� „ 0 2 RZP ® z osx ,3 a ,� o z, R� - - omaa 36 a2P Eo IP — O 032 o� E o �, a� I Q NV N. 4B.9242 RrP v iNx a N a z O J re NV oU*,50.39 ,T Rm V U 52 B 35 111 rvv au s, , s0 1 NV oN .,5822 2, 111 ,- d IN `LTIE rz,aIP . o ssx O } w E* NV NO „5 RCPm U' � m e n a o ° e o n In n �n n n n aE - LU z ,Ez U EE, Z ¢ aO 32 0 9 PCP a 9.00,^. wz JLu a o0 of 00 s II o w� - U N �GNO�P W E S � GRAPHIC SCALE x e4T1 20 z O� Q z0 a W 0 O� z Wz o Q J 0 0 J H W � � 0 W z Lu 0 � O0 �GNO�P MATCH LINE C-5.3 MATCH LINE C-5.2 U) wQ 20 0[if =O z LL 0� wz J 0 LU wz Lu O[if 00 N �GNO�P W E S � GRAPHIC SCALE SOD SEED & MULCH SOD 10BERM "I D' BERM ELEV 164.So o ELEV 163.00 �1 1� 0 4 POND BOTTOM: 15T.0 2' NOTE: ENTIRE POND TRACT, EICEPT POND BOTTOM SHALL BE SODDED SOD SEED & MULCH SOD 5' BERM 5' BERM ELEV 163.00 1 a NOTE ENHIE POND TIAOT, EPSEPT POND BOTTOM SHALL BE SODDED Pomp BOTTOM: 1n.oD 2' DRY RETENTION POND T-4 U) wQ 20 U) 0E = O Q ZLL w 0 0� w w z 0 QO z Lu [if % (D 0 LU LU z Q 00 p o` Q�E; o BrD z U �GNO�P °Sl EEL IST 57 r _ 155 156 sOD SEED & MULCH SOD 153 154 10' BERM 11T BERM Q 5z 757 • vew , ixo�x .xs ose IN ELEV 15T.00 ELEV 156.00 01 4 uT,as oo arz acv POND BOTTOM: "I5"I.0 PO T5 - 10YR/24 HR = 156.1 AVD88) (� 100YR/24 HR = 156.48 (N'All 88 NOTE: ENTIRE POND TRACT, EXCEPT POND 601TOM SHALL DE SODDED - z�M 151 — DRY RETENTION POND T-5 1 53 1 54'. _ 155• 156'.. U) w Q 20 U '\ O Z Q / O �v LIE O 0 � �� w (D 0 Q / iV wxxmi �x �m sry rvL,.Lz.ry Q O z U — b 1 mMxx J w % E. ti �.,, „ ,n„ r� > (D 0 �orv., �01 w z o r,x O[if 0 °° sOD SEED &MULCH SOD 0 10BERM 10' BERM POND T6 10YR R 15743 (NAVD88) „c x x:� rvwr "axa ELEv 159.00ELEv 15aoo �"`� µxw. ,�"• 100YR/24 H 157.50 (NAVD88) +9� , , E <<<" , 1 1p u POND BOTTOM: 156.0 n INV T aa r I o rvv SIT rzs rza c!I w�r BC9Z O ao U NOTE: ENTIRE POND TRACT, EXCEPT POND BOTTOM SHALL BE SODDED N �GN0�1P 2 232 2, DRY RETENTION POND T-6 � — �j �EEAA�o.oPAo�oEALLA�uAEOMo�.oA�AEPo�A�oP.=�ALLaE=E�..o.�E ,, I .. os��o�A.Eow.��.A�.otia�.�r utioEA.�E tiPo��EtiE�A�P�M. PApA.o a� titi ti�woAK . s.�E�ti.�A�.oAs�� .�,., A�saow eLrvrooernrvr„ESAME.rwrarrovoEa ev r„E �� mes.ormw�.eAw«Ho. PAevw.on a.. s comwseoor.ns � s j nuwn.wcroAznnoziecw.wcmw xvo�venwnnmFnorm w..� ��.o. PAaer.on s�.�.oa....w�o.mFs,�� w..��LLHo. PAever.on a....o 3 ercome rim ��Awnn me Acon.wrs. GRAPIIJ SCALE 0.< � e - Na / n. .\ ...�` R..�.kA ��< s�SHEET PER l o��. o. mE�nesn�ueecon.Aoueoevw�.eAneme iseormomAois woomeA PE.�,E� a.�EooAro.�,o� g wA ois.suPPArrson oPew.ons s Pwn en DETAI ` o�.uAem wmo.�o..�E�.ewneAecon�.A�.o..�.rvnvw�s PeAm�nwnvsmPPeosn�u ee Perm�nernvseeoeo. mrxe RUMBLE P,aN ER; w�AR,S z Ru PLATE, PER SEE, mE.�.o.o..��,�.�..�o.EA.�E��. �o.=.A�.o..A..«=.m=�..«. A�o.EmE..nAmo.oA.oA.� P aE�AEmE.��,��.EA.P�,�Ao.o.w.=�.�s�EOP�.=o.=.�.aE..oE�..E�E�mEw.=�w..EA..o.A.PmE=Eo.�.aE�AERs�.AAEoo..m E o • fix. *� �ro�.A,E..o oAA�.A��..o.= �.,,aE.o.Eoa. E=.E..P..oPE �..«oAo �EwR�� EA.,PE .A��A ._ ...w .�.�.« Z _ jC BEE 1 • l �.o�P s�AAao�as.A�Ro. / O t A / / }/ � Q oAe�.�o.mE�o.�.A��.o. �.�.«.��ao.o.�o�o. LLl Z 0 I p , : I �� nAxrvanzwnononz o�.o _ Z mFzenmer.n.w e�zrvzzruueFmnrv.nrv® . oP�,.o�..w.o.o.s...�...e. s enmer.zruueFArmwen �. s�.�.�s.s oA.ww ° o r } . oN LL Jo a wZ w I � fEli j DETAIL s�\ T T p�>x ofAof Lli =EwE� W Z 0 a_a Lu O I. i i _ �wF.LL.� �so...os�..w.. ,o gP.,..s.Fss..a.� oIENEIAL NOTEp o n EP A'P'AL ETA NCTLA.E 'LP p x NSTA ANr cLEaR Nc. eE ,. x �CONSTRUCTION DEVELOPER/OWNER LE R Na PLATI ER of nL sREEr eoPE.Aro I.....AL...1NA.I.. h _ _ o - \ { SYMBOLS LEGEND p of m 3 NAmE -... x Iv I SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE C t N B N g y H u u S O N J F m A E C O E A E A P A u L G P T V C N B x x v N VIE, rroW„�ruoEisEO MEMLJMPOL g x,a , — . _ iEMPoPPMLJISiPIl"ION FJP� '` wurvwrorvi eu L➢IG LJISiPUGION I I . SILT FENCE SILT FENCE EROSION CONTROL NOTES ADEPRDPOSED INLET OPEN RISER SIDEWALK OR AND TEMP. DRAIN _ — DI -CH - ❑ DITCH CURB & CURB & CONTRACT FOLLOWING MEASURES TO ACCOMPLISH THIS GUTTER GUTTER _ o BJECTIAE ROCK BAGS ROCK BAGS - A SURFACE PROTECTION FILE E PARTIAL INLETNEWLY GRADED CHANNELS OR STEEP SLOPES WILL REQUIRE THE COMPLETED INLET DITCH BOTTOM INLET SOD SEED AND MULCH CROFAVETCH LESPEDEIA OR CREEPER PROTECTION AROUND INLETS OR SIMILAR STRUCTURESARE. OR THE STRONG OR SIT NGLING OF - VEGETATION IS BECOMING ESTABLISHED. SOD wwLE cHED _JA ,^ B RUN OFF CONTROL �,"°°°.�..°._ AND EUPRO A, OR BERMS TO REDucE RUN OFF VELOCITIES. SYNTHETIC HAYBALE PLAN°MEW * ".°«w^ °[° .�. a"a` "~, v^ w�4�5•ar°P°"w� �I _ c. seDIMENTTRAPPwc STAKED SYNTHETIC HAV BALESHOR MNTSOHoCeEoIMEI`vr eASIAsODIs�ALomG H ARnivPo vIeRRMENTAABE M(SRREAN AO swALESS SHALL ALONR FILE s�oPE YA, ECONS ERAADO PRIORTOTHE ix^vnceio ��^^x°ix sum d .a"a TYPE CII PL OF ANY IMPERVIOUS SURFACE oRMwGINTENDED TYPET VE COVER HAD HER IUN as p s THE soILSAND PREVENTIS EROSION. SUFFICIENTLY To STABILIZE SYNTHETIC HAY BALE ELEVATION VIEW" D. SOILMOISTURETE=SOURCE=EWATEREXPOSED SOIL N ORDER To PRE=WNEDSEROSTONTTSHOEL N DRY BARRIERS FOR FILL SLOPES BARRIERS FOR UNPAVED DITCHES W TAINED E RESPONSIBILITY THE COe MOISTUREISAND NOSURFACEREACERUNOFF IS CREATED BARRIERS LAYOUT DETAL OCCOMPLEFOUN RESPONS FILE FOR MAINTENANCE OF THE STORMBOVER COLLECTION AND RETENTION SYSTEM. �■ Es 51 INTIGNO of ITHE —E E Ews* FETHYEoNY NCE ewane�En wIL E "ewe U) Q J CONSTRUCTION SEQUENCE °mow° 11LGIN O� Q LII � O°E EwN, M<,EN., " w° 7 O w 1 SET UP ON SITE PRE CONSTRUCTION CONFERENCE PATH CITY/COUNTY � ENGINEER o D OTH:ll FENCE EN eEoN E �NOF w�TER cx°0NR SECTION B-B O LL } 0 GN� CONTACT CYCORP ENGINEERING IF ADDITIONAL MEASURES ARE UIRED DUE SITE ECIFIC 4 ALAS L ZE SITE AS AREAS AN E BROU GHT TO Fl N ISH ED GRADE REQDRDANCEWI�HTHECPTY,CDDNDVDITIDNs TUR — = a o 0 AND THEWATER MANAGEMENT DISTRICT, AND NPDES CRITERIA SILT FENCE ATTACHMENT DETAIL �mv�aE e U U 5. ALL EROSIO N CONTROL MEASURES SHALL BE CONSTRUCTED IN PC A FA SECTION c-c W Z ao'-o^ so Lu T'w > C7 O O0 O O w N —=«_ 'IN oN ry TYPICAL CORRUGATED IF o o TEMPORARY CONSTRUCTION ENTRANCE (TIRE 2) STEEL PANEL DETAIL Q w Gp I EEIHP ��sMl °, s.o ox°ox eo aovwxorv°°w °.�"..°°•POFXa ��"«,� PLAN ELEVPTION SEDIMENT TRAPPING SUMP SILT FENCE INSTALLATION STAKED TURBIDITY BARRIER CONSTRUCTION EXIT W/ RUMBLE PLATE 303+00 304 0 305+00 30E+00 307+00 308+00 7 ,tiE — e P < E� vy�w-mvrs- 4 303 00 304 00 30� 00 30W00 3000 308 00 0 1 — 160 — 150 09 4000 GRAPHIC SCALE z za= oao w � W O 3 00 70 U) W Q 20 W 0E z0 LL �L 0� a W z 0 z 60 J 0 Q z 0 0- Ill z Lu O� 00 50 p oN ii ro r 40 U 00 �GNO�P TRACT C PLAYGROUND m m DI -t ss „ D 16 ,nn .an o s, 8 R oo z , s PCP „a t� _21 a�P e �o r. , 183 hss T4 162 �C, - f Station ow s<ry 01,090.1 ll s a wo I _ 1 99 00 10 t00 1001m00 10 000 100 +00 100 4 00 70 60 50 40 GRAPHIC SCALE o ..... ..... .... GRAPHIC SCALE - - - - - - - - - - - aM 071 j* Ci 1111 1�17 7 1: 11 11 1- pol I "I o Iol. I m oll"I". 11 "p 11 .1 11 lop 1,116- "1 11 1 �21: 1 '11 op 4f o 21 lop I-Il D� TBI "'E ILE, I,, 1- 11 1� 1-1 ILE1 �l 011 17 11 1 PucDG� 6 (ijNfj 9)c; po, Ell 6� 6� ♦M 6To'7 66 o 'a F 'A Station 99 701+00 702+00 703+00 704+00 705+00 7 -+00 707400 708+00 709+00 710+00 711+00 712 10 U) LU < 0 0 E 174 1 `;16,ollolo,41 T III I 70 LL I LE LU Z z < Et Plo Et IL 1 51% It < 0 z o -FILE wa ut 0 509 say Lu " Lu z LU < 16C- 160 0 [if 1 14 7 1 1. o 1-1 M.IOLI "1 .1 11 llp o plo .1 1 P S-111 S-1 M -LE In I oA. '62 1 0 162,7� 1, .11 "1 ol C) 0 0 15 1-l'-I-E 111 -,11717 T P` F 01 InIl I ILE1 F- "PE �31 III III MIl-I S."TIll S-1 M-OLE 1-6 ILE1 81 111 "I on, 11 11 - po, D -'T"'��IE � ILE1 F.T TIPE I IILET 11-2 " `P�T& In- �/ 1 11 �M W - 114 11 24 111 D' B F.T TllE.l '.'TTBT5'IE M-- 2n III ILE1 I 2, , , ., '6211P DI 16 -1 21 ICP 150 FTInIE I 111 ou, sE 2E n 6 8 1` 671 � III 14C- 140 1- 135 �JI6q 99 701 70j�,00 70��00 701�00 70 �koo 70��00 70��00 70R�00 70&00 71 P�00 71 0 71 1 0 7- 701,00 702+00 703+0 7- oO 701, oo 706,00 707, O0 70-0 709+0 71 oO 711 O0 712, O0 0 wv - a 00 M 0 5z „P4� o, D rv4 s Rrr ea xc s51 - GRAPHIC SCALE 1. .ap is � � # o t Pu<wA�,�<rv� w III Il�lo o H �D 0 1111415- ecP4C ' e vo soz e Rc � < , - _ ^ �o,arero e ry — •: a*:,m.4 o Rca®o2 a ou,s. r� Nvo 4 ,e Rra a' a e acv - l e ° �- 4PE I9 . D RZP D Y — 1210®o211 - r f zso,a�4 uc® 3x i ." � o 10 TRACT A ®�21 o ®Ifll -- �g E �o4a: opIC 11 U o �� o zx e_ z„ - J �\ 4 ' e 1'7 s l „s z za recv e z" K fff0 7-1 4 a.DD e e e 600+00 601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 oz, wi 610+00 6 +00 612+00 W Q 0 LL1 z0 LL L 0 a a m < H W Z 0 Z ---_ a 0 P Q ----. ----. ----. ----. ----. 0 < ---_ ----. o ----. ----. m----. ----. e C7 Q 0 Q Z roo, C7 0- Lu se°a osz% asap - o',,. O0 I'll e P rv� ----. ry E. ----. -. ----. z oat i — — 10IR oz ore o.aa v oo 14.02 e Rcv RDo irvv a ,ss o, 3o Rca ®o z x a of n 'o ro z — — — --mo ai[RN Ru,s7z, --_ ,sa 4oz vve®o GN0 P LINTIII aAo1-1 M—OLl oEAP rvvDu soea 111 a14 ` 60p 00 60a Q00 60$ 000 60� 00 60� 000 60,E 00 60� �00 60,E 000 60 �00 60,E 00 61 g 00 61 0 61 00 GRAPHIC SCALE p �—� x F®m J ran a�i (�........ i 712+00 r 17 — — O.1,.' —0.50� 0.50% 0509 O50% — 01� IF 7FNM �1"�-2 77 "P7�� 00 71t 00 71 �00 71,E 00 71� 0 71a 00 71� 00 71� 00 72��00 72i 00 722 140 135 71� ,86 713+0o f' 22 m m m m m r rIl�IN- r v o ca ®osoz o �/[ r f•' _ 1 iii 8+o T IY i i T i i U LU F ,a 111 kR M �w.,� �<n mn r a o°,se E rs a PK o 1�12 �2,4 n o.5,z9,e AP \ r a RP Vo ; 7-0 `\ 1, ,\ in IN �!IND \\ _... I \ MATCHLINE A -A �1ovo� 714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 r � r 170 a 160 150 140 35 00 N W E a 5 GRAPHIC SCALE - Z,,, ( 0 Ir x rzxm ( U O 5 mon .ar, txox,zaxrnn, U I N zd I 3a3 z3o a:ox rvx au, „ a P� i P ,.. - I " 223 ; � I m �4e r4¢ L 22a o a a s — i r0 Pvi®O,oA ,F NV ( 1 143 V rvv e{— ,� rvv ,� L2 acP °zS / re� M I II , In PAP �111— + 1,2 _ o s+oo 00 soa+oo y _ D o So o a rezP ansx a a DIII III' P 1 a i t _ s D rvv ou ws:P z a4r �� x rea oP „z F�®z 1 z, F1 ®a ®0,99 as= a P e e � e w _ �E xaaEl D,a , D4. as„aM x� 4ry a2,; P� a= �P m o __ e e �� 0 Station 505+40 50(5+00 50/+00 SOi+00 50y+00 510+(10 511+00 512+00 515+00 514+00 515+00 5 L4'+&3b 25 m � a 170 IILIT o re reP o� 16 ary w 1 357-_aa-1 D E uc sa x. P� _ �r axa9 MII 1-1 D s, _ a. K waare a P"®4F1 1-41 _ 160 15IlDll ana o, as x P aa>9 , _. _ a rr ssM. u s a a, v ou sa as e Pvc x c —ll ,ou . 1e.21 a — DS D 534.21E — _ '... 150 14 �P .rvv oG s97 Ore 11P 140 13 135 505 40 50q00 50� m00 50$ 00 50� �00 51 00 511 0 512 00 513 00 514 00 51 �00 516 536 125 W Q 20 W OE z O L 3:L O> a Lu z z z Q QOO z �w Q 7 a wz LU Q 00 p oN of v5 0 o - U �GNO�P oEW _AIHNIIIII ",',FDA ACE EPC Ashsww<LL7 xss sss mm EAM P a z FIAT ,x(inT or noT Po Na' To Ius NsaN X.HOT uATEa AL SAFE urvu=ss snaury mncrew sc. mcE or TxnvEL wa o o mew r rv, uc: Lorv, /<'P[Rn SLOPE Vz"n ,. n• f uEMENT Rourvo u_wEz p[sn Hta s¢ mmNAILLAI R1e„ o[[ PEA IS T "'o� OPINION "n urrvsn Az EoaFs 1/2 Ex PAMSION JOINT II SHE scuxEU xtUP ,x nrvcxmSHUND CO ��. TIN, �. In I Mors ANIMP � � ^ �TaN, �,re ,o ,,, UTe.re aT ��E ..EU AI „L, AAex,aT,xaT aery a'pA APAR ACT BEWALA® O a. ,/P B /� B Tn OCNEee �� LArvTLw RE I `Pa ax LaaA, aFEA%S�TALLE PE, ��, OMONOLITHIC CURB &BaPNI SIDEWALK DETAIL N73* o m u. rc , ar( s TPAEEE LENCTI-I,-Lm ,Tss-Ba( O BIKE RACK NIES* O CONCRETE SIDEWALK vsRl Ps rMImT NIES EFOUTMAP TOP,a ra LE, .0 M.N. ervm.. =„��u,e O PAVEMENT SECTIONS NIS n T"N FEES AFTER CaNCBETE PLACEMENT O SAWED CONSTRUCTION JOINT * Nis* O STOP BAR W/ SIGNAGE Nis C7 H 6 H P 0 _T qliI� n ILB ATE _ RreC�;AN aTE: N ,,oaMl aEIP ALLB (BED , ��, s MnNBLTnH RAMP, HANDICAP RA \�ADE RA LE AMIS 01 , To o snEr=EURLIONC, E.IEEn 1z s"isEE NmELs NOCTEE r, oN �nNxrn Lox EAR PAnxNo IPAI_ DIS MBs BE xlsPxnRE BL,e, NUIA ILN�o WASHERS INSISTR uE BACK.x.INI �MP�ELnE sxENz AaoN B„BxoE�xxo=IxEIn" BORDER EE,�IMNUMB�I S"''�I ED��o�� ST="MoxN.DEAUTExs:rzM;� ,xrx"EIS oANNP A I xUa ASE TE�(SExES8) z xGH IN C=RDANCE IN MAN AL IMF INPFOR aTEB BM�LBEN�£ Pns (A=,N A ,PP nMBgL E PIE B T EM NTE A TE EEL�A HIRE �,„ ASM A,rzT EN x, °E BI s EEL x nxLn ALWASEEACE x,ITi`oN`A FARE x�xxouNI ` ,EINAHONAL ILUE " CO 1 HER na sPsa. CORE ns,aU . Ax r� POST m BE MN �� FROM RA BE EEL STOP OR FRB F/AIINTIAIIFI SIALL NExry ENE AM.INT W,x LnCAL HINANIE " w — 0 OTRAFFIC DIRECTIONAL � � � ARROWS * Nam* O SIDE WALKHANDICAPRAMP I (NIN I CONIIETE * N7S* ANH. ICA I ,/," O HANDICAP SIGN "rr"ff N75 W Q 0 Fell — Eou„SEcSPITE <R oTARGE SEHIDOM;s LET CRACED PER ATILE EDGE OFWIT xEETION or ,xAu<L PATTERN SHALL DE c s NOTEELOPED1SHALL BE o.oc ore ELATTEx. E ETEEPEI ,RAN ,1rz ARE E,EE,AELE WAININ� OITH'HEDEPARTMENTHUSTICEAAA STANDARDS �(sOR oETaiL)OM UW NasE.z O O ,RANsnory sLOPREe SRaA rim ,oARnuiaoiiEmneiAEwnwai"aES TO O O O AMP Is coNIIIIIIEO wTHN AN 1111 NO HIRE. HIRE Axo/ox sroEwAur, THE ElisTINC CURB ore cuxa ANDHITTER O O O O PLAN NoiR�TIARL'BL"INNoNO HE EXANSSECTIOONE LO wAWALLK KLAROSN,DASo SToTO'HE RD OR CURB AND xx PLAN VIEW cONmruucBOiE ,HEix PUN u oc",AaE'T N SATISFIED SURFAPEII ,xA, rvTE uE cxALoo uaxT-ON-ENEIiIIAERT.`B"Lo"AcoxEIBreIECKE°ioTIOON-LIonTOR INSNOTTE (ARMOR TILI) 4 Min - 5 Max- R-2 6'-0' � ry / Cast Or Rubbed 3 MM�n, 'll oles AL, IFi -PI{ch Opt! on °I o qN°. a Bars, 1a" L°nq �� 8" Mln., 9" M°x (Two Per Guard ti p 0 O zLL 0> W Z (D Z a O G W Z W Q O � OOO H � Z J 2n O Q U �W 0 Q Q ~ rn SC _ (3 NF1'I'Hj L HE Zm Ln"� _ E Im �`m 12 m ��3 FINISHED III TIr us�E SHALL No, E"EE, I " SLOPE IN IN' SEEnIc+a TRUNCATED DOME femTPlcaz�zszs 'oU PEARL STREET, SUITE zoo xurFua NC 14rzo2 PHONEN n swPiNc sxuL cmvaxu TU FUm FIX "ARM (SUIT MUTANT Oro HANDICAP STRIPING IN n CURB RAMP DETECTABLE WARNING 1a Ps (MINI IONCAIE NTS 12 CONCRETE WHEEL STOP ra Ps (MIN I CONCRETE NIES z 12 PA s CauPncTEU sueensE C HE EVE AND 1EPLAAE , -o BEHOVE REPLACE Exls ENIS INC ASP AUL nsvnAFIT coNcwE,E ' o1 /End or curb� '. i:�� GENERAL NOTES Edge Or PEO Edge Or PO Edge or PoN. Edge 0f PON.P AL N PLAN PLAN PLAN 1. For curb, gutter, curb and gutter and traiflc seopar tors provide �" - AT 3' 3' 3 3' ontr cti j ints t 10' centers Trans, 3 HAII. Top or curo 55' Trans, Top or curo p or Curb op or 0", (m x. ). Contraction joints adjacent �� o a pO,ement on t,,ngents Ond couer Guth Gut Ante¢ to the Q� Z o w � o D O g'� G O U P UU t -,` �P INP�I EAlsnrvc eASE BASE EASTINc SUBBASE Gol e e match PROFILE PROFILE PROFILE PROFILE pavement joints, with Intermediate to To, tsers. sueNASE FLARED END STRAIGHT END FLARED END STRAIGHT END joints not exceed Hen 2. Ends of Curbs Types B d D hall CURB TYPE A CURB AND GUTTER TYPES E & IFtra3feen from rail t° zero r,eigr,ts In 3 feet. LSMIAMICURB DETAIL N7S ,a SAW CUT DETAIL N7S rs CURB AND GUTTER ENDING DETAILS N75 p a a ,o 51 �a.. " a.r.... .e .. .,. C—OSOCOEE -- C', OS OCOEE Cl—OS OCOEE cl-OS OCOEE oNo Al- ��s.R�� oNo -Al- w v. -, aE-1-- W Q J 00 O� Q LU Z � W 0 3:LL O> O J as re u c is vd ..,+�.nmumi va..e % z w U Q Z s s e c� w Q Q ,nmlee z+.v sa,v beam _ r- c.wm.•, c ..� .n. ,e.. o.. e xa e Y .>y e.�a 2.� . �.. s ..r om �� ai oos rary �✓ �o 4 �ea.r El [ � E p om � x .yy a �a_e a�xvs C', 01 OCOEE C11 Os OCOEE C— Os OCOEE FOE-L: CITY OF OCOEE F .ga T o ma,o� � � � a z ,r P ma w ,o as � o�w�oo__a,ao aR, „ C7 cm of OCOEE cm of oC.EE cm of ocoEE cm of ocoEE 0. 0. 0. 0. LU Q J 20 OE Q F__ Z LU 0 3: LL O r Y Q- mow✓ �� 1�= a. ..�.., w.a C7 Z Q D LU 0 Z H D % (D U 0 J .�amar J ai.m mwas� oc.. �- wz O 0 z U) U O —— — t i_- — -- — FitM�� O N no z. a .. .. a., ..... e e . co., Cll OF OCOEE CIiY OF OCOEE E IL 01 OCOEE a Nt /a Al .11 OF OCOEE zII - orer ecwa: "1 OF OCOEE a ever oP:E Feo. zn,E S..PLF. oniE. Fee 2o,e sCT� oniE. Mzr. 2o,6 sCT� n,e oP'E. Ua. ^'e sCwLE. :.-a w Q � 0 J Q OE Z � LU 0 �LL O� C7 Z p Q O } 0 Lu Oz wz (D r i � o aee�ea P �.a�eew ee Po. R,eee.,�ae .o Q� o c� CTI' OE OCOEE �o �oPE=R� s a2 F, e CiY OE OCOEE o �o�E= _PIE rc1115 CTI' OE OCOEE �o nA I R_ AA Ci of ocoEE 2 1 �l 1a .a��'. civ oFocoEE oE,a,: Cl- of OCOEE ova, ciry oFocoEE oa.E s�uE e. s+aa=x+s scue. 2a oa.E.. -��e �o�s scue. z:, oa.e �,�e nos sca,e �:a w Q J 20 OE Q F-- � w 0 >Z w 0 H i w z QO w� LU w0 < Q a � o v ciry oFocoEE - , LARCE DESCRIPTION pa I of land comprising a PILINDn of Section 5. TOWnsM1p 22 Soutn. Range 28 East, Orange County, // - - e .xo„'„- -m• m-w-w.v COMMENCE at the NArtnwest ibed as o111 M1es SAutnwesl 1/4 ° said Section 5. n SAutn El �^ccv 1N/4 �qk=" SSaoTU, POINT OF Al/4I °1/4c. 0 /T 122.ei'..m.T _ 511/4A2 Ace xoxm a zxznoe/ _ _ .Itl All point o vat6urery o ve Nordtneasterly and rNII, a radius Aofd 1262. 21 °feet. a5 1- b ring o.smu•n w ! cur 1 a curve mnca .9 osmn v c ea *_• "••_ or NArtn 69'30't,' West and a n°rd Ien91n Al tat N feet. tnence run NArtnweslerly along said 85,`rly ignt-ai-way line and mid cu re tnrougM1 a central NgI, 39'28'23' ror an rc distance of8,68TO, feet. - 11 �g � .A^IW tl dhstance °r 51,42 feet• tnence crun°NAUL, 49'49'02" We�s14! e, d'iztance o 184a99 felt9l°A pef 1M1e o 50 ill 200 - - a AS EN 29 02/603 - - a e �1 "• a;l P Alon2g° said11 �6Soutnerly rYgntleoice ody line for°a 4distan es°oi 1y17H1�l3 feel vto yaforesail POINT OF 4BEGINNENG. LA 0 ~5934 w 6 inOres more Dr less. y Canto s 23 T6 ANLEGEND & ABBRENATIONS W D W d ^�_ „rot "w" .mr• m. INS (AS NOTED) N P urr9 A, PARCEL 2 _ a eo�O"j f l tl t 1 5 t 5 T n 22 S 1 R S E t 0 tr S°�."' °� ` .•, FI itl A an comer g poi ian ° ec iAn owns p Au g as, g A y, Q Z A parcel - _ ° i cas M ��e N % Q �• .wr, ""° " "� S.,—t 1 S4 ° a un CATCH BELIEF cr O I p d1/4t e1/4 5 e O SONMANHOLE w =O I. the 9°ut est ro er A eePAning e1/ weer line r°5 s e Ar AN1n 6 9'1DDa 45 A .„- ..... sAAlnweet 1/4 Ar section rAr A dretAnce or rn Inng the mutn er e Ar sold N °N n wes " 1z reef tnence ePAnrng enre onn II n run NAt • wcu („) .,,.,. ..,.. ..�.. - _ W -C.- - xoO p Nya^° �a„nxc,-rzrz-,w - - a�r-so d U .„m..,. xi T512G 6 WOOD PDwE D ILITV POLE w°'t"R od'g 2e=e`°gn °wry 2a5 °y --ty - o DR/ T po`Ii Control Survey P o. T532 - 460-602/603;01 e n 0 aid East f{ LIGHT POLE Z rig M1t-of-way i aNdiztance°of6s60.00 feet to a point oofg culrvalureTof 6c n9 es Weslerlyeand T //^^ r,di- c776.19 fe Ord b of NAUL, 00'25'09' East6ynduE °fdmlengtM1 o 160 T2 m BOX V z OO -,rz-rzw TRAFFIC®WATER VAL O a m..erx xee•wr. xxnex wA aAxa x �xna� rzAAa. .,.� Ile ,>ro-r.eo-exrz,rn, 'i'=�;a� eDrr,3 'Te°I ne�r° B1Nor; e,9'4� wee, g "_ n4e �tWan "'•" _ PuoM1ceRecorde°orRorange'count y�A Florida tnence "pit" r=a'idctlEaste dr erigM1t�orN,naaY lone°grans soutnf ' DY GAS VALVE 0 W. N war c 1 49'49'02" East a said Soulnerl nt-o-Wa a dlslance o 265.92 GET 10 a EILL o n urinuee „ P• s y Ong y rig Y in, OR NAIL WITH RAIL am m swaaofl LAND DOUND „ 5196 M S^ 9 let; o /2A IR WRONPPIPE AS SHOWN 'r ss e'o 17 a vAcnN, U O SIG tangent c MP D LB56T H rix 9 11 .m. ..,... ..... .. ..., .,o=, ...„. a ...s 59 �c olu U tneaster yr }tl na 0 RON ROD OR WN NES ®CENSED A a52"H e e �. .„ „n« 15 OdIF f/J as0o ewexs.i ' No to A d N.,U y NFL of y e for o HS-Ye of 4 Set fa Atoresod LS LICENSED SURVEYOR R DE MAPPER .aramrx awawrx " 2K roux `� POINT OF BEGINN NO. r/s Cantons - acres mare °r ess. T N36'191T"W CMP CORRUGATEDCMETAL PIPE PE ,ea,2 AND o x,A.2erw 51- °P,",Mx°«°€ T ANGLE s PARCEL 3 AD US N19'4211 W V A > .n9'W' •"^ •." .•"•• 'mC t r s t s tl a T n 22 s m R c E t o R x pO— 25.3r ..�' ""` "�" e� Ar �An ° ec —, An Awns P AA 9 As . g L LENGTH Al x „• °u"co OWngt Ym ore particularly d—HU,d as follows. CHB CHORp ARING nr xoee .."..02 ' wµxoee •• coxcxsn =x. . „ .or xw=rn.� ..°„ ..a„ COMMENCE At the Narinwest corner Dt rile 5Dutnwesl 1/4 D1 Aforesaid Sec5, The— The —run SDu1n NAG "15'58"W rcuxo z2 ev R=, 262.2,' "•°� u 114 51 2H B5 9 l /4 o R=TT6,9 �,-a-w.. ¢.xxae DB-N69'3o„ W °, xA ew a x„ rat Rx „rote L=161.13 "' arnou we ms om: sere 'v' '*^= a=39'2fi 23"„„••_ f 4EN 4,4 e in e ostetle-e�r Ygr 9ntn - Dt oee - a,3-22'14" "`^ a4 oOa Rood Per Oda do Orange °Co.ntyeE.p esewoA A 1Y EIgil f-way Cont ueveY Project N. CB=N00'25'09"E - -WAY .�„.„ T5320-6450-602 (6031 tnence departing said So FIT Ii n Nor1M1 00'53 DO Westra ng said Easlerl2658T right-ol-way fin n. nu.aor•' mxwne e.s,we Aicx, axe,+° °o � E� .„" iowi u I . CN=180 T2 or mz, Oro ) or a distance o „ eet the un N n OT for a detanc _ - - - - vvr�5.18' \ eet1 1M1ence r ne Norin 58'S3'01" East ! a distance of T2.,3 feel to a olnlE on lne SoulM1erlye ae - - v ,`Wv Pxau s - - _ D22/50301 Y. rex one °ni�eo CH=316. AD _ mer .wx:e wo„CPA n CELo-'eZsoy _ 1R xo,ee•xo ,..co-o.00-omr _ CB=S56'21'45'E ' 'm aaxesw.v Aumamn ,w _ `W .m a13'O6'S8" .. S00'49'�52EWvcwD 'R '""�"[ ns 2 \ Nat ..W _ to ° nOeN A . - s0X 2W1 4 - e ox aw xi.w wcx'Gs'x• — ec.r feD ' r'A 0'f INo td5E° _ L wnixae i 2 o was a ••"• N89'I 'AB'W. e 432.1 00o asv.ncx-,erz.sr 1 % no Atr%n° tD ts''At o° tSn/et° cA.a eAsx w •� C cA.cx eagi z •,„ .nuns + — rvxx. sw v[. ae.e •ziwre •^•• wrwrx rec 1 6 mx S2 6 3 g C orvxrec 89',P 08 x.vvoee � a~` • — 00'Ieie35o a o1 on aroresaie Eostig Y of -way wav Tine d Ocoee - Cl1 Ina ... r T a row rn� m ow xs-4s.ee' _ ...u, S8910 DeE �.,.. No to er; tnence Ha nt-ign -o 0 n h 10 „_ - W °ins YOR S NO Ion. Dr Eostedy r d h 3 N q9' 2'E� T"" 'm" r est ie e or a islance or 231 n reeto a oreso d POIN s y .... 0G W sei ON Iin cA.a msx m • •' •� OF BEGINNING. .cr oxr.o-rxzs 20,00 mrs ax n acx<rms u.w ewx \ unx„oa �ecro m rNi,a a Cant 4T-50 aces more less cm wnc as. s m onrrxne errem urxxae � ,l ox aw I uxr L 0 SURVE TES: n.r en rn BEARINGS SHOWN HEREON ARE ASSUMED BASED THE SOUTHERLY RIGHT OF WAY LINE OF STATE Raab 429 AS BEING N54'40'5T"E. FOR ANGULAR DESIGNATION o NLY �, ire..:ew-ereo-eo o.cAx, waaorD L.NA „ I THIS S AL WHWAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES LISTED HEREON AND SHALL NOT BE RELIED UPON BY ANT OTHER ENTITY OR � =e, eo v„er .row,. xxc xr �a r,.xax. owxxe ry or aoa awax. now p`•.Pro°::'w:°°aw�o�`,.`w'" '"' o-Pw°sswo-4°wrxoo�:""'" elxora wo-, erz«,rw.:ox rz%w a „o. °,"^ •Nm `^ THAT MAv�AF EA PROPERTY R wii xro• ro w.. ew•.ro s,.r<. ror<e x nw, THERE EME RESTRICTIONS OF RECORD m rzx o�s3= A SURVEY AT PROPER NJDDUT THE SIGHTTA IGNATURE LAND USE RIGNDFAR PRIVATE S OF THE 5UBJECT PROPERTY, FURNISHED TO THIS SURVEYOR OR SHOWN ON THIS BOUNDARY SURVEY w THIS NING PARCEL OWNER ANNOT VALID D RECORDING NFORMATIANDDORIGINAL RAISEDSEAL AL OF A AGREEMENTS OBIiANEDFLORIDA LICENSED SURVEYOR AND MAPPER. n ••`� Je"°r SYSTEM. .cx cx.n ,sr.ax z — DnTf., —,— — M THE ORANGE COUNTY PROPERTY APPRAISER'S PUBLIC ACCESS Scnf[: r"=too' SEE SHEET 2 MATCH LINE INDEIGPOINI UTILITIES AND I1PP111ENTS SAFE NIT LOCATED, UNLESS SHOWN IT E 11 ON "NE ' AREA DETERMINED TO BE 11TIDE THE 1- ANNIAL HANCE CCORDING TO GAP I ANEL MBER OICI ELEVAPIDNO SHOWN HEREON RARE UBASED NON.NORTH AMERICANS VERTICAL DATUMR 19882(NAVD 88). ORANGE C COUNTY F BENCHMARK ANUMBER P1624023. DELEVATIONCBEINGE 156655 ATE IN FIELD. DE MBER 5, 2018 7SHFFT1 OF 2 5EE SHEET 1 MA7CH LINE -- - ---- --------- 77 i pz F, Si F7= -I - T- CIFN89 44 04 E 4� "IN11,4 14 1 1286 39 7� W"em & mappe's IIALE, IA 11 ILI N 1, "E I SHEET 2 OF 2 Date Published and Media Name Thursday. ril 30. T[Le esLOran e Tunes 3 Advertisement or .Article FIRST R8VRfI �1v�....� CITY Olt OCOE NOTICE OF PUBLIC HEARING LARGE SCALE PRELIMINARY/FINAL SITEPLANN FOR OCOEEViLLAGECENTER, CASE NI1➢VIBLIt: 1,8-2039.005 NOTICE 1,S HEREBY GIVPN, pursuant to Article IV, Sections 4-4G,(1), of tine City of Ocoee Land Development Corte, that on TUESDAY, MAX 12r 202% at 6:30 p.m., or as soon thereafter as practical, the OCDPE PLANNING &7ONING COMMISSI€1N will hold a PUBLIC HEARING at the City of Qcoee Commission Chambers located at i5o Forth Lakeshore Thrive, Ocoee, Florida, to consider the Preliminary/Final Site Plan for the Townhomes at Ocoee Village Center. The parcel identification number is 05-22-28-0000-00-004 and is located on Clarcona Ocoee Road, cast of the 429 Expressway. The parcel contains 47 28 acres, of which 34,49 acres will be the Townhomes at Ocoee Village Center. The proposed use is for 232- unit tolvnhome community with amenities such as a Dog Park, Pavilion, Pool, Ca- bana, and a Playground. interested Parties may appear at the cited meeting and be heard with respect to the proposed variance. This notice is given pursuant to Article TV, Subsection 4-9 B. (1), and page 180.4.43 of the City of Ocoee Land Development Code, copy of the application and the City of Ocoee Staff Repoi t may be examined at the Planning Department located in City hall at the address indicated alcove, between the hours of 8:00 am. and 5:00 p.m,, Monday -Friday, except legal holidays. The Ocoee Planning & Zoning Commission may continue the public hearing to other dates and times, as they deern necessary. Any interested pat iy shall be advised that the dates, times, and places of continuation of these or continued public hearings shall be announced during the hearing and that no fnnrther notices, regarding these matters will be published. You are advised that any person who desires to appeal any decision, made at the public bearings 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 the testimony and evidence upon which the appeal is based. Persons with disabilities needing as- sistance to participate in any ofthese proceedings should contact the City Clerks Office 48 hours in advance of the meeting at 407-905-3105. 20-01792W Apf it ,J0, 2020 May - 2020 'Development Servce New Development Update The following information is respectfully submitted to the Honorable Mayor and City Commission, in order to provide general information about public and private development in the City of Ocoee. Please feel free to contact City Planner Rumer at ext. 1018 for additional information or questions. District 1— Larry Brinson, Sr. Project Name & Status General Location Project Description CORTES VARIANCE 717 Misty Maple St. Variance request to allow side yard setback Approved at the March 3, Parcel# 05-22-28-2854-00-610 for fence to be reduced from 20 feet to 17 2020 City Commission .20 acres feet. meeting Commission District 1- Larry Brinson, Sr. CRISP VARIANCE Planning & Zoning Meeting 1286 Dusty Pine Dr. Variance request to the 20-foot side front March 10, 2020; City Parcel# 05-22-28-2854-00-860 yard setback from privacy fences to allow for Commission meeting June 2, .26 acres a 10-foot setback 2020. Commission District 1- Larry Brinson, Sr. DOLLAR TREE 2176 Ocoee Apopka Road Small Scale site plan for a 9,973 square foot Parcel# 06-22-28-9243-01-000 commercial building Completed on March 3, 2020 1.72 acres Commission District 1- Larry Brinson, Sr. FOUNTAINS WEST COMMONS PLAT (AKA SUMMIT SELF STORAGE) 3 Lot Commercial Plat. A replat of Lot 8, 255 Fountains West Blvd. Fountains West Placed on hold by Applicant Parcel # 06-22-28-2856-08-000 11.73 acres Commission District 1- Larry Brinson, Sr. I Page GREENS AT FOREST LAKE PHASE 1 & 2 2291 West Road Large Scale Parcel# 05-22-28-0000-00-017 Preliminary/Final Subdivision Plan is Under Construction l . 14.10 acres proposing 198-unit two-story Townhome with West Road a max living area of 1,500 SF. Parcel # 05-22-28-0000-00-043 14.97 acres Commission District 1- Larry Brinson, Sr. INNOVATION MONTESSORI SCHOOL PHASE 3 Small Scale Site Plan Phase 3 for a 9,753 16 10 N Lakewood Ave. square foot building and is proposing a Pending Submittal from Parcel # 07-22-28-0000-00-054 soccer field Applicant 20.16 acres Commission District 1- Larry Brinson, Sr. NICOLE BLVD SUBDIVISION Nicole Boulevard Preliminary/Final Site Plan, 19 single-family Parcel# 08-22-28-0000-00-045 lots (2,700 sf House Pad: Includes Placed on hold by applicant 6.19 acres accessory structures and sidewalks) Commission District 1- Larry Brinson, Sr. OCOEE VILLAGE CENTER SUBSTANTIAL AMENDMENT TO THE PUD Clarcona Ocoee Road Substantial Amendment to the PUD to Parcel# 05-22-28-0000-00-040 increase the approved units of Townhomes On hold Westbridge Court from 196 to 232, and the number of units of Parcel # 05-22-28-0000-00-046 Apartments from 230 to 316 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 73.41 acres Commission District 1- Larry Brinson, Sr. OCOEE VILLAGE CENTER ALLURE Large Scale Preliminary/Final Subdivision May 12, Planning & Clarcona Ocoee Road Plan for 320 Unit Apartments, four (4) - Zoning meeting; DRC meeting-, Parcel # 05-22-28-0000-00-040 101,000 SF, 4 story Residential Buildings and one (1) - 10,000 SF, single story meetingMay 7, 2020; Under y 15.63 acres Pool/Clubhouse 3 d Review Commission District 1- Larry Brinson, Sr. OCOEE VILLAGE CENTER SOUTHEAST COMMERCIAL Preliminary/Final Subdivision Plan for a May 12, 2020 Planning & 10711 NLakewood Ave 4,650 SF Gas Station/Convenience Store, a Zoning meeting; DRC Parcel# 05-22-28-0000-00-004 14,000 SF Retail/Restaurant Building and a meeting May 7, 2020; 4.7 acres 4000 SF Quick Service Restaurant Pending 3rd Review Commission District 1- Larry Brinson, Sr. 21 Page^ OCOEE VILLAGE CENTER TOWNHOMES May 12, 2020 Planning & 10711 NLakewood Ave Large Scale Preliminary/Final Subdivision Zoning meeting; DRC Parcel# 05-22-28-0000-00-004 Plan for 232 - 2 story Townhome units meeting May 7, 2020; Under 34.48 acres 3rd review Commission District 1- Larry Brinson, Sr. WESTYN BAY LOT 2 2222 Ocoee Apopka Road Small Scale Site Plan for a 15,403 Square Parcel#06-22-28-9243-02-000 footage one-story retail/commercial center Under Construction 1.90 acres Commission District 1- Larry Brinson, Sr 606 SOUTH BLUFORD AVE. WAREHOUSE AND OFFICE 606 South Bluford Ave. Small Scale Site Plan, 10,000 SF Building Under 2nd Review Parcel # 17-22-28-6144-04-401 1.1 acres Commission District 2 - RosemaryWilson 638 SOUTH BLUFORD AVE. OFFICE/ WAREHOUSE COMPLEX 638 South Bluford Ave. Small Scale Site Plan, 9225 SF Building Pre -Construction meeting Parcel# 17-22-28-6144-04-421 May 12, 2020 17-22-28-6144-04-422 .98 acres Commission District 2 - Rosemary Wilson CITY CENTER WEST ORANGE, PARCEL 1, PHASE IV, LOT 4A 2"d Review Comments sent 251 Main Street Small Scale Site Plan, two-story 20,000 SF June 18, Awaiting Parcel# 20-22-28-0000-00-015 office/retail building resubmittal foorr 3 rd Review 11.92 acres Commission District 2 - Rosemary Wilsen CRYSTAL INVESTMENTS 1414 e. Silver Star Road Rezoning property to Original PUD to Allow Parcel# 16-22-28-0000-00-042 professional office and retail. Property On Hold by applicant 1.73 acres currently zoned PUD (ALF) Commission District 2 - Rosemary Wilsen LAKE LOTTA 714 White Road Substantial amendment to the PUD / Parcel# 21-22-28-0000-00-021 Rezoning to PUD - Proposed 300 Unit 61.16 acres Apartment, 186 Townhomes, 138-unit Single On Hold by applicant Jacob Nathan Blvd Family Homes - 6.6 acres of commercial on Parcel# 21-22-28-0000-00-029 a 69-acre parcel 8.12 acres Commission District 2 - Rosemary Wilsen 31 Page^ VMG OFFICE BUILDING FKA 4 LOCOS TACO REVISIONS 101 W. Silver Star Road Small Scale Site Plan , two-story 6,300 S.F Awaiting final submittal for Parcel# 18-22-28-4100-00-171 Office Building approval 0.61 acres Commission District 2 - Rosemary Wilsen WEST ORANGE MEDICAL CENTER Annexation, Small Scale Comprehensive 3462 Old Winter Garden Road Plan Amendment from low density Approved at the April 21, Parcel#29-22-28-0000-00-036 Residential to Commercial, and Rezoning 2020 City Commission 3442 Old Winter Garden Road from "Orange County" R-1AAA to "City of meeting Parcel#29-22-28-0000-00-028 Ocoee" PD Commercial 1.21 acres Commission District 2 - Rosemary Wilsen WEST OAKS SELF STORAGE AND OFFICE 1 SHOPPES AT WEST OAKS PD Rezoning from Community Commercial to Approved at th e March 17, 9000 W. Colonial Drive Planned Development 2020 City Commission Parcel # 27-22-28-8005-00-040 meeting 4.1 acres Commission District 2 - Rosemary Wilsen District 3 - Richard Firstner Project Name & Status General Location Project Description 901 E. CROWN POINT RD. AKA ALL AMERICAN BARRICADES 61h review comments sent 901 E. Crown Point Rd. Large Scale Preliminary/ Final Site Plan, out on March 13, 2020, Parcel# 12-22-27-0000-00-081 29,775 SF of OfficeMarehouse Building pending resubmittal for 2.4 acres Approved plans. Commission District 3 - Richard Firstner ARYA Pre -Construction Meeting 868 Roberson Road Large Scale Preliminary/Final Site Plan for a August 29, 2019; Approved Parcel# 31-22-28-0000-00-005 203,270 four-story total building area for Construction on August 10.29acres Independent Living Facility 21, 2019 Commission District 3 - Richard Firstner COMFORT INN - MAINSTAY 111 Review comments sent SUITES on March 27, 2020; DRC meeting May 7, 2020; 11401 W. Colonial Dr. Preliminary/Final Large -Scale Site Plan for a Planning & Zoning meeting Parcel# 19-22-28-0000-00-007 six -story 74,657s.f. hotel with 120 rooms May, 12, 2020; City 945 Marshall farms Rd. Commission meeting June 2, Parcel# 19-22-28-0000-00-008 2020; awaiting resubmittal Commission District 3 - Richard Firstner for 2"d review. FLOORING AMERICA STORAGE BUILDING 111 Review Comments sent 10885 W. Colonial Dr. Small Scale Site Plan for a 13,700 SF one on March 5, 2020; awaiting Parcel# 20-00-08-0000-00-037 story building resubmittal 2.94 acres Commission District 3 - Richard Firstner 41 Page^ INSPIRATION TOWN CENTER Large Scale Preliminary/Final Site plan, 90 AND LUXURY HOMES luxury townhouses, with four commercial 820 Tomyn Blvd buildings consisting of a preschool, with Parcel# 30-22-28-0000-00-017 office and retail space Maguire Road Building 1 (one-story pre-school) = 13,681 sf Under Construction Parcel# 30-22-28-0000-00-004 Building 2 (one-story office/retail = 12,600 sf 16.87 acres Building 3 (two-story office/retail = 42,350 sf Commission District 3- Richard Firstner Building 4 (one-story retail) = 3,591 sf LEGACY LIFESTYLES SENIOR HOUSING OF OCOEE 934 Roberson Road 3-story 112,259 square foot Assisted Living Approved for construction on Parcel # 31-22-28-0000-00-051 Facility on 6.77-acre Parcel 1 February 10, 2018. 17.05 acres Commission District 3 - Richard Firstner LIVING WATERS HOUSE OF PRAYER 111 Review Comments sent 336 Franklin St. 2-story Church Building on March 5, 2020; awaiting Parcel# 18-22-28-8064-00-411 resubmittal. .37 acres Commission District 3 - Richard Firstner OCOEE CORNERS COMMERCIAL DEVELOPMENT PHASE 2 AND SONNY'S BBQ AKA MAGUIRE AND HWY 50 RETAIL Small Scale Site Plan creating 4 lots, Lot 11030 w Colonial Dr one (1) to include a proposed 4,994 sf Sonny's BBQ standalone restaurant and 111 Review comments sent Parcel# 30-22-28-0000-00-020 future building, Lot 2 has two (2) existing on April 2, 2020; awaiting 7.33 acres buildings that was constructed under the resubmittal for 2"d review. 1535 Maguire Rd Maguire and HWY 50 Retail Site plan; Lot 3 Parcel# 30-22-28-0000-00-030 & 4 will just create open lots. 4.50 acres IN Colonial Dr Parcel# 30-22-28-0000-00-061 .01 acres Commission District 3 - Richard Firstner OCOEE VILLAGE Franklin Street Large Scale Final Site Plan, Proposed four Revision: 2"d review Parcel# 18-22-28-0000-00-025 (4) Two -Story Buildings with 39,100 SF comments sent on April 1, 5.77 acres Office Space and 33,100 SF Retail. 2020; awaiting resubmittal Approved Clear and Grub Permit Commission District 3 - Richard Firstner RUSTEAK NEW LOCATION Annexation, Small Scale Comprehensive AND DISTILLERY Plan Amendment from Professional Offices Approved at the June 18, 11077 Roberson Road and Services to Commercial, and Rezoning "Orange 2019 City Commission Parcel #31-22-28-0000-00-014 from County" A-1 (Agriculture) to "City Meeting 2.93 acres of Ocoee" C-2 (Community Commission District 3- Richard Firstner Commercial) SYSCO 200 Story Road Parcel# 19-22-28-0000-00-028 Small Scale Site Plan for a 64,606 sf Food 210 Story Road Distribution Facility Under Construction Parcel # 19-22-28-0000-00-039 30.89-acre property at. Commission District 3 - Richard Firstner 51Page^ Large Scale Preliminary/Final Site Plan from Barrios Engineering proposed 3-buildings that will include a Retail store, a Shop and Warehouse storage Parcel A: VERMEER TRINITY Shop Area - 11,723 SF 441 Palm Drive Retail Area - 8,000 SF 7th Review Comments sent Parcel# 18-22-28-0000-00-012 Office Area - 8,000 SF on February 27, 2020; P&Z 432 Ocoee Apopka Road Meeting October 9, 2018; Parcel# 18-22-28-0000-00-097 Parcel B: Approved at December 4, 8.68 acres Warehouse Area - 38,416 SF 2018 City Commission Commission District 3- Richard Firstner Retail Area - 5,000 SF Office Area - 2,000 SF Parcel C: Restaurant Area - 2,000 SF Wellness Area - 8,000 SF Medical Office Area - 2,000 SF WAYNE AUTOMATIC FIRE SPRINKLER Approved for Construction; 222 Capitol Court p Expansion of existing Office Building and Pending Pre -Construction Parcel# 19-22-28-9153-01-800 associated parking lot meeting 3.389 acres Commission District 3 - Richard Firstner ARDEN PARK NORTH PHASE 4A 9723 Clarcona Ocoee Road Parcel# 04-22-28-0000-00-001 Large Scale Preliminary/Final Subdivision Plan, 90 single family homes Under Construction 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK NORTH PHASE Q 9723 Clarcona Ocoee Road Parcel# 04-22-28-0000-00-001 Large Scale Preliminary/Final Subdivision Plan, 122 single family homes Under Construction 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK NORTH PHASE 5 9723 Clarcona Ocoee Road Large Scale Preliminary/Final Subdivision { Parcel# 0-22-28-0000-00-001 Plan, 89 single family homes , Under Construction 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK NORTH PHASE 5 PLAT 1 IT review comments sent 9723 Clarcona Ocoee Road Plat for the Arden Park North Phase 5 on April 28, 2020; awaiting Parcel# 0-22-28-0000-00-001 Subdivision for 89 lots 2"d review 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK CLARKE ROAD EXTENSION 9723 Clarcona Ocoee Road Parcel#04-22-28-0000-00-001 Large Scale Preliminary/Final Subdivision Plan, Clarke Road Improvements { , Under Construction 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK NORTH PHASE 6 9723 Clarcona Ocoee Road Non -Substantial Amendment to the PUD - Approved at the April 21, Parcel# 33-21-28-0010-06-041 Rezoning to increase the number of Units 2020 City Commission 15.23 acres from 60 to 64 meeting Commission District 4 - George Oliver 111 CIARA PLACE (F.K.A. VILLA ROMA) Large Scale Preliminary/Final Subdivision Approved for construction; 2121 North Clarke Road Plan, 88-unit 1,391 sf (per unit) residential Pending pre -construction Parcel# 04-22-28-0000-00-048 townhomes with a 2,400-sf clubhouse meeting 21.05 acres Commission District 4 - George Oliver 111 CLRM SUBDIVISION 44 W. McCormick Road Parcel # 33-21-28-0000-00-007 100 E McCormick Road Preliminary/Final Large -Scale Subdivision 15t Review comments sent Parcel# 34-21-28-0000-00-022 Plan for a 377 Single Family Home on March 25, 2020; awaiting 3201 Trout Lake Road community resubmittal Parcel # 33-21-28-0000-00-020 212.30 acres Commission District 4 - George Oliver 111 MEMORY CARE COTTAGES OF OCOEE Large Scale Preliminary/Final Site Plan for a Memory / Health Care Facility; proposed site Ocoee Vista Parkway/AD Mims Road plan will construct four (4) One -Story Under 15t Review Parcel# 09-22-28-0000-00-056 buildings, each building to be around 14,743 11.99 acres SF Commission District 4 - George Oliver 111 15t review comments sent on PRAIRIE LAKE SUBDIVISION April 28, 2020; DRC meeting Ocoee Vista Parkway/AD Mims Road Preliminary Final Subdivision Plan to May 7, 2020; Planning & Parcel# 09-22-28-0000-00-056 construct 78 lots, each containing a two- Zoning meeting May 12, 11.99 acres story townhome 2020; City Commission Commission District 4- George Oliver 111 meeting June 2, 2020; awaiting resubmittal 71 Page^ e5andau Alondau 7-u'asdau Wedn'O'sdau 7-hursdau Fridau �5aturdau 1 2 Sea&GR Postporz�-,d mag nth 3 S Rescheduled to 6/2 G General Emp. 7 9 lani il.,nil Pension Board y 10 am City Hall siveRity Reard City Commission PQ44e44e4ewkm6.15 PM City 14al 6:15 pm City Hall Cane�4zd Ocoee TV Live Postponed - TBD 10 11 12 13 14, 15 16 Armed Forces Day Planning &Zoning Commission 6:30 pm ba98 �►FR City 14au Citizen AdyisOFY GGII GN - �� T" f� City Hall Ocoee TV Live Gar2eq,,I�Ld �c 1 , Caney zd t1appyNothf-71''5 flay . ., 17 18 19 20 21 22 23 Park; RpizrPaNan Red Light Hearing Alomorlal Day AdvisgFy Bear c.7 c .,», ri+y 9:00 am City Hall cioriolnonry Ganee z4-7d Canez4-7d 06/02 Agenda items due to City Clerk 24 25 Memorial Day 26 27 Orange County: 28 29 30 City Hall Closed Code Enforcement Cli{}i L Qtizen AdvisgFy r... AGN t Board 7:00 pm City Hall d d BTi � to pollee Dept. 7:00 n Ocoee TV i 'j City t f 06/02 Staff Reports due to 31 City Manager 06/02 Agenda Published