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HomeMy WebLinkAbout12-08-2015 Agenda PacketCommissioners John Grogan, District I Rosemary Wilsen, District 2 Joel F. Keller, District 4 A. Invocation and Pledge ofAllegiance B. Roll Call and Determination of Quorum A. Minutes ofthe Planning and Zoning Commission Meeting held October 13'2D15 B. Oasis atLake Bennet Apartments 1.Final Site Plan BARNMAMM IV. NEW BUSINESS & Project Status Report B.Oecember Calendar VA1111:2 OTI1 City Planner Rumer NOTE: Regular Planning Zoning Commission meetings take place onthe second Tuesday of every month at7:00 pminthe Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires tnappeal any decision at this meeting will need o record ofthe proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence uponwhich the appeal isbased. ITEM NUMBER 11. A. APPROVAL OF MINUTES FOR OCTOBER 13, 2015 • �aommissioners Vacant, District I Rosemary Wilsen, District 2 Rusty JohnsoDistdct 3 Joel F. Keller, bistriCt 4 ACT111AG Ab TAF LOGAL PLA-Ar11VAJAUtFV MINUTES BMW A. Moment of Silence and Pledge of Allegiance B. Roll Call and Determination of Quorum 0 7:02 PM Present: Acting Chairman Marcotte, Member Keethler, Member de la Portilla, Member Dillard, Member West, and Member Sills. Also present were City Planner Rumer, Assistant City Attorney Crosby -Collier, and Recording Clerk Sibbitt. Absent: Chairman McKey and Member Briggs. A. Minutes of the Planning and Zoning Commission Meeting held September 8, 2015 Motion for ADDroval of Minutes: Moved by Member Dillard, Seconded by. Member Sills. Vote: Motion Dassed 5-0 with Member Keethler requesting to abstain due to not being in attendance at the September 8, 2015, Planning and Zoning Meeting. IV. NEW BUSINESSO 7:03 PM A. CSUSA Charter School Public Hearing City Planner Rumer 1. Special Exception for School Use City Planner Rumer gave a summary of the special exception for Charter School USA (CSUSA). In his presentation, he explained the PUD and zoning designation of the subject property located at the northeast intersection of Clarke Road and A D Mims Road. The proposed CSUSA Charter School consists of a two-story, 68,000 sq. ft. PreK-8th grade charter school for 1,145 students. The proposed campus will utilize a single school building with associated recreational field and tot lot. It was also advised that access to the site will be provided via two entrances; one located on Clarke Road, and a second on Ocoee Vista Parkway. The plan as proposed will provide approximately 4,686 feet of lanes, which are four wide stacking and an additional 400 feet of single lane stacking. Student drop-off access will be from Ocoee Vista Parkway during the allotted drop-off and pickup 11 P a g e Planning and Zoning Commission Meeting October 13, 2015 times. Additional access is from a new driveway on Clarke Road. The applicant is maintaining one (1) commercial out parcel along Clarke Road. The special exception as being presented is approving that the use fits within the area and is permitted, if it meets the criteria. Additionally, they would be approving the special exception plan as well; and, if there is any variance from that plan when the applicant goes through for building permits/site plan approval, then they would have to amend the special exception. City Planner Rumer advised a traffic stacking analysis was performed and further explained the requirements based on the traffic analysis report. He also gave further explanation on the Special Exception as defined in the Land Development Code. Upon review by the Development Review Committee (DRC) and staff, they do not find any indication that a school does not fit in that area. Additionally, they are confident in the traffic analysis requiring a light and signalization during peak a.m. and p.m. Discussion: Acting Chair Marcotte inquired if the traffic study included the entrance on Clarke Road as well. City Planner Rumer answered in the affirmative and further explained the vested number of trips that were included in the study for commercial. Acting Chair Marcotte further inquired if there was any idea what might be placed on the remaining C-2 parcels. City Planner Rumer advised that the developer has not indicated any use for those lots at this time; however, the only thing not compatible with a school within those lots would be a bar. A restaurant that serves alcohol would be compatible per the code. Member Keethler inquired if there was a process for charter schools to show that a school is needed in that area such as required for public schools. City Planner Rumer advised he could not answer on how public schools operate. Member Keethler inquired if the City had any concerns about having too many charter schools. It was answered that the City is not concerned at this time. Member de la Portilla inquired if CSUSA had approval from Orange County Public Schools for a charter. City Planner Rumer answered in the affirmative, but advised that he would have the developer confirm that question. Member Sills questioned the right -turn lane going into the school and how it would prevent the school traffic from going onto Ocoee Vista Parkway. City Planner Rumer explained the stacking area within the property and advised that it was increased to be about a mile long to avoid traffic spilling onto the main road. Additionally, if needed, the school could enforce a staggered release schedule for the students. Member Sills inquired what would prohibit the school traffic from using the commercial lots once those outparcels are developed. City Planner Rumer explained some of the options such as a fence that have been discussed with the developer. Todd Lucas, Summit Construction Management Group, shared that at this time they do not have any presentations, but he is available to answer any questions. 21Page Planning and Zoning Commission Meeting October 13, 2015 Member de la Portilla inquired if he could answer the question regarding the charter school being approved by OOPS. Mr. Lucas advised they do have an active charter that was approved by Orange County specific to this location. Regarding the question on planned commercial use, it was advised that at this time they are not moving forward with any commercial development for that location. Additionally, Mr. Lucas answered questions on the total acreage including parking that the school would occupy, number of students that would be attending, and the locations and attendance of other Charter USA operated charter schools. The public hearing was opened. The following residents spoke in opposition to the proposed Charter School: • Cheryl King, 2024 Switch Grass Circle • Michelle Greco, 1896 Compass Flower Way • Kay Ludd, 2083 Switch Grass Circle • Aleida Verdasco, 1711 Sparkling Water Circle • Brenda Euler, 2001 Compass Flower Way The public hearing was closed. Acting Chair Marcotte inquired how the notification process was handled for this public hearing. City Planner Rumer briefly explained the notification process for public hearings handled before the Planning and Zoning Commission as well as the advertisement process for the sale of the land heard before the Commission. He further advised the District Commissioner also held a town meeting, but he is not aware of how those notifications were handled since that was separate from the City's process. Member Keethler clarified that the only action the Commission has taken to date is only on the sale of the property. City Planner Rumer answered in the affirmative and further shared that they have only entered into a contract, and within that contract there is a period of due diligence inspection and other required processes before closing. Acting Chair Marcotte inquired if the issue of wildlife has been addressed. City Planner Rumer briefed Mr. Mareotte on wildlife inspections, which he advised is handled during the site plan process. Acting Chair Marcotte inquired if the concern of accidents on Clarke Road could be addressed. City Planner Rumer explained that a traffic study was conducted, and there are some items that do not meet the criteria for the study. Further discussion ensued on the future four lane of Clarke Road. Member de la Portilla shared his concerns regarding the land not being big enough to maintain a school for the proposed size. Motion to Den 3: Special Exception: ALoyed by Member de Ig Portilla, Seconded by Member Keethler.0 7:58 PM Each board member shared their concerns and opinions on the proposed project. After their brief discussion the motion passed as follows: 3 1 P a g e Planning and Zoning Commission Meeting October 13, 2015 Vote: Motion passed 5-1 to deny Special Exception. Yes: Member de la Portilla, Member Keethler, Member Sills, Member Dillard, Acting Chair Marcotte. No: Member West. V. MISCELLANEOUS 0 8:05 PM A. Project Status Report City Planner Rumer explained they currently have the following plans in review: • Final Site Plan for City Center West Orange • Final Site Plan for Oasis at Lake Bennet Apartments ff-JEFONno 707KIRITATA MZ Acting Chair Marcotte inquired about the Special Election on October 27 1h that was posted on the calendar and clarified that election was for the Mayor's seat. M Melanie Sibbitt, Recording Clerk Chairman McKeT ITEM NUMBER 11. B. OASIS AT LAKE BENNET APARTMENTS FINAL SITE PLAN 1\4a or y Rusty Johnson DATE- December 8, 2015 SUBJECT: The Oasis at Lake Bennet Apartments Final Site Plan Project # LS-2015-009 Commissioners John Grogan, District I Rosemary Wilsen, District 2 Vacant, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Final Site Plan for The Oasis at Lake Bennet Apartments? A The Oasis at Lake Bennet Apartments project is generally located south of Maine Street, east of Bluford Avenue and north of W. Colonial Drive (SR 50) adjoining Lake Bennet. The parc numbers for this project are 20-22-28-6156-04-000, 20-22-28-6156-03-000 and 20-22-28-0000- 00-068. This project is proposing to construct a 302 unit multi -family, four-story apartment development on approximately 13.01 acres. The site is currently a part of the Ocoee Town Center lots 3, 4, and 6. The parcels are undeveloped. The project lies in Target Area 2 and is zoned "Community Commercial" (C-2). The Future Land Use designation for the subject site is "Commercial". The table below references the future land uses, jurisdiction, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Conservation/Floodplains Public Facilities/Institutional City of Ocoee (C-2) Vacant Undeveloped Land East Commercial City of Ocoee (C-2) Commercial South Commercial City of Ocoee (C-2) Commercial Vacant Undeveloped Land (Ocoee Town Center West Commercial I City of Ocoee (C-2) I Commercial Vacant Undeveloped Land The Future Land Use for the site is "Commercial" and the Zoning classification for the site Planned Unit Development (PUD). On June 16, 2015, the City Commission reviewed an approved the Preliminary Site Plan. The Final Site Plan as proposed is consistent with t approved Preliminary Site Plan. I The Planning and Zoning Commission Meeting Date: December 8, 2015 Page 2 of 2 The Oasis at Lake Bennet Apartments multi-tamily development is approvecl7t—or—slk At 1TR-L (1) Phase. The Final Site Plan consists of seven apartment buildings, garages, clubhouse, a w its associated infrastructure. The infrastructure requirements for this project include water/sew utilities, stormwater pond, sidewalks, entrance landscaping, access driveway and internal ro, construction. The project is also required to provide proportionate share funding for a future tu signal at Maine Street and Bluford Avenue and funding for the resurfacing and additional tu lanes on Bluford Avenue. The Development Review Committee (DRC) reviewed the Final Site Plan for The Oasis at La Bennet Apartments. The applicant was provided staff comments. Most of the comments a minor tweaks in site related issues or questions on drainage compliance. Sta has•etermin that none of the comments would have an effect of relocating buildings, stormwater, or acce drives. Staff is proceeding to the Planning and Zoning Commission for Approval contingent u• finalization of remaining staff comments (attached). I Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Oasis at Lake Bennet (Phase 1 and III of Ocoee Town Center), subject to resolving the remaining staff comments before the City Commission meeting. Attachments: Location Map; Aerial Map; Staff comments; Final Site Plan for Oasis at Lake Bennet Oasis at Lake Bennet Apartments Location Map 0� c 0 � al e LAKE BENNET 'I �4 o !y ew o =n1d Wi r a d e PHASE I IMPERVIOUS AREA TRACKING TABLE LOT I OR TRACT TOTAL AREA (PHASE 1) 759 IMPERVIOUS AREA ACTUAL. DEVELOPED IMPERVIOUS AREA REMAINING (ADOTL) IMPERVIOUS AREA LOT 1 93,511 SF,70,162 S.F. LOT 2 61.729 S.F. 46,297 S.F. LOT J 46,231 Sf, 3073 SF. 67,913 S.F. 1,688 S.F. LOT 4 46.571 S.F. 34,928 S.F. TRACT 'A' 22,383 S.F. 16,787 S.F. 18,280 S.F, 493) SF. TRACTV 21,737 S.F.16,303 SY. 17,530 S.F. (1,222) S.F. TRACT E, 15,102 Sf, 11,327 SY 12,324 S.F. (997) S.F. ADD UP COLUMN --> 1 116,867 SF, IVI& PAT NOR EXCEED 230,477 SF LOCATION MAP OASIS AT LAKE BENNET APARTMENTS *HASE I AND PHASE III OF THE OCOEE TOWN CENTER OWNER & CONSULTANTS OWNER APPLICANT COLONIAL BLUFORD LEG 0" 'D ...... P"'RN' D-6'T' 4801 PGA BLVD 2" N.'�T"N' D" PALM REACH GARDEN, FL 33418 ALTAMONTE IP111111, 1 31111 1�991 CONTACT: ERICA STJLLV�ELL PH; (407) 772-D200 ARCHITECT FORUM ARCHITECTURE & INTERIOR DESIGN, INC, 745 GRIENTA AVENUE, SUITE 1121 ALTAMONTE SPRING, FL 32701 CONTACT: KAREN V. MdI(TYRE AT CIVIL ENGINEER INTURPIAN LIC 604 COUR-10 ST. SUITE ICA ORLANDO, FL32804 PH: (407) 645-5N8 CONTACT:CHRIS BLURTON 11 SURVEYOR ATER & COMPANY PROFESSIG?A SUR&YORS & MAPPERS 16 EAST PLANT ST, WINTER GARDEN, FL 34787 PH: (407) 654-5355 REVISION ISSUE LOG REV ISSUE DATE DESCRIPTION AFFECTED $HEEfS REMARKS By 1 12-1-15 PLANNING COMMENTS CS, C(LI, C1.1, C1.2, C2 CDR INTENSITY/DENSITY TRACKING TABLE' MAXIMUM ALLOWED INTENSITYIDENSIfY PROPOSED INTENSITYIDENSITY LOT I OR TRACT16 TOTAL ARIA VAX, Sf 0 3.0 FAR' W. DENSITY.0 DU/AC I MAX BLENDED INTENSTly & DENSITY 4 MAX.SF W. DENSITY MAX BLENDED INTENSITY & DENSITY LOT 1 93,549 S.F. 285,647 S.F. 34 216,084 SF & 34 OR 180,647 S1. 34 276,084 SF & 34 DU LOT 2 61,729 S.F. 185,187 S.F, 23 182,176 SF & 23 DO .. 182.176 SY, 0 182,116 SF & 0 OU L6F 3 -46 2-31 S.F. T38,693 S.F. 17 136,438 SF & 17 OR 693 S.F. 23 136.438 ST & 23 DU EDT 4 46,571 S.F. 139,713 S.F. 17 137,441 SF & 17 DU 139,713 S.F. 23 137.441 SF & 23 OR LOT 5 118,498 S.F. 355,494 S.F. 44 349,714 SF & 44 OR 355,494 S.F. 23 349.714 SF & 23 ON LOT 6 367,290 S.F.- --TIO1,00 S.F. 135 1,083,688 SF & 135 CUT - 1,101,600 S.F. 256 1, $3,688 SF & 256 OR TRACT 'A' 22,383 S.F. --- 67,149 S.F. - 8 66,057 ST & 8 DU 6057 SF - 0 66.057 ST 0 DU TRACT 'EF 24,035 S.F. 72,105 5,C 9 70,933 ST 9 OR --70,933 SF 0 7a,9�3 5F I ON TRACT 'C' 37,527 SF. 114581 S.F. 14 110,750 SF 14 DU 110,750 SX. 0 110,7i ID IF I U -D TRWXT-W 13,554 EX. 40,512 S.F. 5 ::3:9:85:3 :SF::&::5:DU:�] X53 S F 0 39,853 SF & 0 DU TRACT 'E' 26,354 ST, Tg0b 2 S.F. 10 7.,7, DO --77,776 S F --- 0 -.-- --f I 'V 73,562 S.F. 220,686 S.F. 27 217,098 ST & 27 OR 217,098 S.E. 0 -116S, 217,098 ST & 0 OR TM-CTlw -31,576 SY. 94,728 S.F, 12 --93,188 SF & 12 DU 93,188 S.F.0 93,188 SF & 0 DU TRACT 'r 12.197 S.F. 36,590 SF. 4 35,995 5F & 0 DO TOTAL 974,916 S.F. 2,924,747 S.F. 359 2,877,191 S.F. & 359 DU 2,909,973 S.F. 359 12,877,191 S.F. & 359 DU INTERPLANJ ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECTMANAGEMENT AA 003420 CA 86,50 604 COURRIMID STREET SURE LOG ORLANDO, FLORIDA 32804 PH 40,,645.500 FX 40,�29.9124 ml CONSULTANT: SHEET INDEX LEGAL DESCRIPTION LAVE" FS -1 -NSE OW., ELm., w- llk-O ISNI. FEE- If.). A C,4 THE 'ST UOF SOESWHfAEST V4, A VLSI- Of 13J138 FEET (L-11 FEET FER WORD DFID) TO THE 0, (""'a 10 A P 11 0 THE -r THE SOOT-11 4 I THE SWTHAFST-SEAWIZA A-K-l"FEET, TVEIXEWMTFrG SAZIJSTU,,'E WIIHEXJD4Y'NFOR AWT146 -001- TOTHE KIFTOF ; OTI .1 1w A CHM THAT -SS -SVEr- IA515 IFEE -�E -Fkl, kVn TE In OF FLAT R" OCOEE T.1 IVJ. - HPOSE k AS SEOEFDER N FLAT E- FFF*,ES 17 THA-1 41 W THE TH.�E SlVtl-Al, 1- SAID 1;QRTE.5T AVEH,f E6 FEET Y-) AS RECORDED V OEEO &� 4X EASE A OF THE KELM RECORD) OF M� CWW H.QTDk TFEHCE WON- kSARI NOR -ET FFEHT-0F*AY U& A OLVTAJ� OF I" 12-1-15 FILAN-dir coyvas C`R RE"AK' IM IVEET RE`vjSJOL;S 1,AY111, A�11,� OFSLI, FEET to THE K�fl VAWRAE Of A c R CURIE, CQXA',T SOLOHEASTEFLY, MW4 A RATAr, OF 4W� FEET INT`A DD THAT BEARS Rf4WSTC 16411 FEET WEHC OOFFTS,5qpLy. A— SAE, SWTIffR11' W.%-0E- - V6 -43 THE ANC OF SA CU T- - A Wlr AHOLE OF iG'- A TA.' E OF 16511 FEET TO A FO:ff IXi A -Cs l CUFNE CLV AIE SEVTHMl, RAY- A RADIUS OF R1.78 FEET kD A CHORD THAT BEARS EV 1519 FEET THEKE SOVFEASTMY ALONG THE a OF "$ `lER"`ES"lOTHEPOSRlll`TEOG Fp:C11011 111'111,111111ETTSTHEFVS OF EE(11.=e:G. PASEs a, -L�R `H. WTI�& Of THE -10 .-OS � w��lCorm.E. RO,. � FESA-OEPT� A PD9WA OF LOT 3 OCOEE TOAN CEHTM - FHASE F AS K-OED N FLAT �, �4 71, P$ 31 -H 41 OF THE ­ REOE." c, m- mw "ORIDA, R,MORE -H- OF.....AS F-s CWVaCE At THE LOST WESTERN LEENIR OF - UHN CENTER BOLUNMO OCCEE 1- Cel- - FA*F1 OASIS AT TWICETHER-O, LXL$O-P*-WTEHLYRr-EfAAYLR,AOFSOHlH6RJFOROAVF?M,A LAKE BENNET OASIS AT M BENNET APARTMENTS -FFEFTOAFOKTQNTHF PROJECT NO: 2014.0309 DATE: 8-31-15 W-OFT'IN FEET TDTHS LkOST EASTERLY CMOF EAD LOTz T-E VVAJ9Tl4G SAD A OFtOr3 cs SHT, NO. DESCRIPTION CS COVER SHEET CIVIL DRAWINGS Co. I CONDITION OF APPROVAL I C1.1 SOUTH SITE DIMENSION PLAN C1.2 40WM SflE DIMENSION M4 OVERALL SITE UTILITY PLAN C2.1 SOUTH SITE WILIFY PLAN C2.2 NORTH SITE UTILITY PLAN OVERALL GRADING DRAQRAGE AND EROSION CONIRGL PLAN C31 SOUTH GRADING A140 DRAINAGE PLAN C3.2 NORTH GRADING AND DRAINAGE PLAN C4 DETAILS C�l DETAILS C4.2 DETAILS I COVER SHEET KEY PLAN W -TREE REMOVAL LI 1111 REMOVAL L6 LANDSCAPE PLAN L7 LANDSCAPE DETAILS PLANT LIST-_ ED PAVER & KARDSCAPE PLAN f 19 _ PAVER & RARDSCAPE PLM LID HAROSCAPE SIGN ELEVATION LIT HARDSCAPE DETAILS L12 IRRIGATION -wn L13 IRRIGATION PLAN L - 14 --TNGIG - - - - - -- 'ArION DETAILS E16 .03 SITE FIGHTING PLANTHRWGRACk1umPL - E16.04 SITE LIGHTING PLAN A6.11 AG.21 BUILDING 11 ELEVATION A6,31 WILDING III ELEVATION I A19A2 GARAGE iiiNATION $DRVEY PARCEL a COVER SHEET LOT 4 OCOFE. 1- (A- t ACCOFVVTO THE "T HCFEOF. AS REGORGED N FLAT E- 71 CHECKED: CDB DRAY41: AM LEGENDS PROPOSED PROPOSED CONTOUR -73.50- MEET EXISTING GRADE MEG EDGE OF PAVEMENT LOP SIDEWALK SW GRADE BREAX GB HIGH POINT HP SPOT ELEVATION /T2 DIRECTION OF FLOW AND PERCENT SLOPE STORM SEWER & INLET YARD DRAIN INLET DOWN SPOUT DRAINS --650-- SANITARY SEWER & MANHOLE GREASE TRAP moo CLEANOUT C.O. FORCE MAIN --.FT(..._._ WATER SERVICE _w_ WATER MAIN FIRE HYDRANT -W ODCVA FDC WATER METER p BACKFLOW PREVENTION DEVICE (BFP)---- GATE VALVE REDUCER Y_ UNDERGROUND TELEPHONE -LW'T-- UNDERGROUND ELECTRIC ---UGE-.- SITE LIGHTING -0 TRANSFORMER Ij PARKING SPACE TOTALS O DETAIL NUMBER 2 SHEET NUMBER C4 ZINGING B-3 CURRENT LAID USE VAWI DEMOLITION NOTES i. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVTRG THIS AREA. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 2, THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNIDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHEMIVISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. 3. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM DEPTH OF REMOVAL SMALL BE (2) FOOT BELOW SUBGRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE TO BE REMOVED (WILESS OTHERWISE NOTED Oil PLANS). THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL, Of ALL WASTE NATERMJ.. 4. WHERE PAVING OR STRUCTURES ARE TO BE REJANED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF -SITE). RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SMALL BE INCIDENTAL TO OTHER CONSTRUCTION AYD NO EXTRA COMPENSATION WILL BE ALLOWED, 5. THE LOCATION OF AIL EXISTING UTILITIES, STORM DRAUAGE ADD TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FRGM AVAILABLE INFORMATION AND #S GIVEN FOR I THE COIKPJIEIICE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITI ON THE CONTRACTOR SHALL VISI T THEDET ERMINE SITE AND ET M NNNE THE IXI5iARCE &LOCATION OF AL STRUCTURES, UTILITIES &TREES SHOAT OR ■ NOT ON THE PWIS, WHICH I'OULD NEED TO BE REMOVED OR PRESERVED, 6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL OYiRHEAD UNDERGROUND UTILITI ES. TES. UTitltt POLES LIGHT AND D VI N LINES 1 1 THE RICH -Of -WAY N A D ON THE PROP ERTY RTY WITH THE APPROPRIATE PPROP rA R. S PROVIDER. TE TITMICE 7. THE CONTRACTOR SRALL REFERENCE AID RESTORE PROPERTY CORNERS RID LAND MARXERS DISTURBED DURING CONSTRUCTION (UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR). UTILITY SEPARATION NOTES I UTILITY NOTES (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MANS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTOR SHWL FIELD SYSTEMS, TO NEW OR TER SMALL BE U VERIFY All. EXISTING UTILITIES, INCLUDING WITHOUT LIMITATION POTABLE WATER, RECLAIMED WATER, SANITARY SEWER, AND SERVICE VUUTIES, AT POINTS OF A HOR ZOtT DISTANCED AT LEASTATHREE F EEL IN" EQI THNS E OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM CIXPROVIDE ENGINEER OF ANY DISCREPANCIES RCTIGNPOINTS OF BETWEEN THE PLPLANS ANDC'HFIELD CPUFFY FTONS. SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER A GFIaiW REGULATED UNDER PART III OF CHAPTER 62-610. FAC. (B) NEW OR RELOCATED, UNDERGROUND WATER MANS SMALL BE WO TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN L THE LOCATIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, CAS LINES, ETC., SHOWN ON THE PUNS ARE BASED ON THE BEST AVAILABLE FEET, BETWEEN THE OUTSIDE OF THE WATER MAN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE COTNACTOR. (C) NEW OR RELOCATED, UNDERGROUND WATER LOUIS SHALL DE LAID Ttl FRNDE A HORZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY LEFT THE ENGINEER AID OWNER ASSUME NO LIABILITY FOR ACCURACY 940 COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL FEET, BETWEEN THE OUTSIDE OF THE WATER MMU AND THE OUTSIDE OF ANY USE IN'G OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARI' SEWER, UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT Of CONSTRUCTION M40 TO PAS THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. WASTEWATER FORCE MAIN, OR PIPELINE CO'TYEYING RECWMED WATER NOT REGULATED WIDER PART I11 OF CHAPTER 62-6T0, FAC. THE MINIMUtl HO,47ZONTAI 2. DUE TO GRAPHIC LIMITATIOtiS OF THE URAW111B SCALE, All STORM SEWER, DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, SEPARATION INSTAL BETWEEN WATER MAINS A)ND CRAVItt-TYPE SANITARY $EWERS SNALL BE REDUCED TO MREE FEET WNF.RE THE BOTTOM BE THE WATER MAIN IS LATERALS, CONNECTIONS, AND APPURTENANCES DEPICTED MTERETN - UNLESS OTHERWISE WD AT LfkST 5!X INCHES " THE Top OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID LOCATED BY DIMENSIONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR S14ALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL. . TO PRO✓1DE A HORtZOTR DISTRICT OF AT LEAST TEN FEET 8E#W£Eli THE OUTSIDE OF CONSTRICTION AND INSTALLATION Of THE PROPOSED IMPROVEMENTS, INCLUDING ANY REQUISITE COGRDNATION WITH THE RESPECTIVE GOVERNING AGENCY/UTN#TY TNC WATER MAIN AND ALL PARTS OF AlY EXISTING OET PRGPOSED 'Ol-SITE SEWAGE PRLTlIDER. TREATMENT AND L SPOAS STEM AS tlEFIIS t IN $ECTIOV 381 R0b52 F.S ()' .' AND RULE 64E-6.002, FAC, J. Al WATER A70 SEWER CONSTRUCTION SHALL CONFOftA1 TO THE STANDARDS (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAWS A10 ADD SPECIFICATIONS OF HIE CITY Of OCOEE ENGINEERING STANDARDS MANUAL, RID WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTNiCE. SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MINIS, AND ■ RECLAIMED WATER PIPELINES- A NEW OR RELOCATED UNDERGROUND () DERGfiOUND At WATER MAINS CROSSING 0 IhG PlDY 4. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION ■ CT TO DETECT APPARENT DEFECTS, CIS. MARK DE DEFECTIVE NMATERW.S WITH WHITE PANT IXISTit7G OR PROPOSED GRAVITY- 0 R VACUUM-tYP S ` E ATITATt SEWER 0 STORM E R 0,4d A R#Q PROMPTLY REM .0'Tt FROM SITE. I SEWER SHALL BER LAID SO THE OUTSIDE OF THE WATER 1S AT LEAST SIX INCHES, AID PREFERABLY 12 INCHES, ABOVE OR AT LEAST t2 INCHES BELOW THE LEAST 1 5. LAY SEWER PIPING BEGINNING AT LOW P01NT OF SYSTEM (CWINECTION TO OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO NAY THE WATER MAIN ABOVE THE OTHER PIPELINE. OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES ARE ALIGN:M£NT (B) NEW OR RELOCATED, UNDERGROUND WATER MAIMS CROSSING ANY INDICATED WITH UNBROKEN CONTINUITY OF INVERTS. PUCE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM, EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAUL, ORPIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE BELOW THE 6. CLEAR INTERIOR OF PIPE OF DIRT AND OPiER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR BRAD IN LINE AND PULL PAST EACH OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER JOINT AS IT IS COMPLETED. PLACE PLUGS IN €I4DS OF UNCOMPLETED CONDUIT MAIN ADM THE OTHER PIPELINE, WHENEVER WORK STOPS. SSINGS DESCRIBED IN WATER AABWE AND (OR MAIN PIPE SHALL BE C�ER€DHS ABOVE,((THEAFULLE! NCTB Of 7, MAINTAIN 36' CO/ER OVER MAWS, AND 36" OVER SEVICES/tATETLILS. BELOW THE OILER PIPELINE SO THE WATER MAIN JOHNS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL RE ARRANGED SO THAT ALL, WATER MAIN JOINTS ARE AT LEAST THREE 8. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, VAUADD D OTHER STRUCTURES, THE CONTRACTOR STALL MODIFY THE FEET FROM ALL. JOINTS IN VACUUM -TYPE SANITARY SFriERS, STORM SEWERS, STORM WATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS OTHERWISE DIRECTED, WIDER PART IN OF CHAPTER 62-610. FAC., AID AT LEAST SIX FEET FROM JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE' MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 9. SEE CITY STANDARDS FOR PIPELINE LOCATION DETAILS. 11, OF CHAPTER 62-610, FAC. (SEPARA'f1INi BETWEEN WATER MAINS AND SANITARY OR STORM SEWER 10, WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH MANHOLES AAS.H.T.O.-T-99. (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. IL i# CANT ONT SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER(B) EFFECTIVE AUGUST 28, 2023, WATER MAINS SMALL NOT BE CONSFRUCIED COORDINATE WTI{ GENERAL CONTRACTOR, OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. 12, ALL TRENCHES EXCAVATED FOR THE PURPOSES OF UFIUTY/STORM INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITY/STORM (4) SEPARATION 99VEEN FIRE tfYDRAT DRAINS AND SANITARY OR STORM CONSTRUCTION. DEWATERING OF UTILITY/STORM TRENCHES MAY BE REQUIRED SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, RECLAIMED WATER PIPELINES, TO PREVENT FLOTATION OF UTILITY/STORM PIPES OURING INSTALLATION. AND Oti-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRATS WIIH UNDERGROUND GRAINS SHALL BE LOCATED ■ SO THAT THE DRAINS ARE AT !EAST THREE FEET FROM ANY EXISTING GO PROPOSED 13, THE CONTRACTOR SHA1 NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FOR WATER, WASTEWATER ALIT STORMWATER SYSTEMS SO TIMELY ■ STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED CERTIFICATIONS MAY BE INITIATED. SATISFACTORY TESF WATER REGULATED ORDER PART "I OF CHAPTER 62-111, FAC.; AT LEAST THREE _WRIOLOGICA RESIw iS Pt>1 LIRE TEST RES�I ITS AID AM A BUILT $�� SHALL BE FEET, ARD PREFERABLY TEN FEET, FROM AIY EXISTING OR PROPOSED VACUUM -TYPE SUBMti'TFD TO F},4"7NEER PRIOR TO FitA1 CERTIF7CATIA SANITARY SEWER; AT LEAST SIX FEET, A40 PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE WITTARY SEWER, WASTEWATER FORCE MAN, OR PIPELINE CONVEYING RECLAIMED WATER NOT 14, SUITABLE COUPUNGS COMPLYING WITH ASTM SPECIFICATIONS ARE REQUIRED FOR JOINING DISSIMILAR MATERIALS REGULATED UNDER PART III OF CRAFTER 62-610, FAC.; RID AT LEAST TEN FEET FROM ANYEXISTING OR PROPOSED 'ON -SIZE SEWAGE 1REATMEII AND DISPOSAL 15. AL BACKFLCW PREVENTERS 5NAU. BE PAINTED RED, BLUE OR PURPLE SYSTEM' AS DEFINED IN SECTION 381W65(2), F.S., AND RULE 64E-6.002. FAC. ACCORDING id UTL#tt. DISINFECTING & TESTING NOTES REFER TO CITY OF OCOEE ENGINEERING STANDARDS MANUA., SECTION 31 FOR DISINFECTION AND TESTING PROCEDURES GENERAL NOTES A_, GENEF.A I. ALL 1ttFRASTRUCNR€ AND IVI ROVEMENTS SKILL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE LOCAL JURISDICTIO{ (OCOEE ENGINEERING STA14WOS MANUAL) ARM WILL BE SUBJECT TO THEIR HISPECTION AND ACCEPTANCE. 2. SITE LOCATION: NORTHEAST CORNER OF BLUFORD & SR 50 OCOEE, FLORIDA 1 THIS SITE LIES IN FLOOD ZONE (AE) & (X), FARM, PANEL 12095CO220F DATED SEPTMBER 25, 2009 4. BOUNDARY, TOPOGRAPHIC, ADD TREE SURVEY BY: ALLEN & COMPANY PROESSIONAL SURVEYORS & MAPPERS 16 EAST PANT STREET WINTER GARDEN FL 34787 PHONE 407-654-5355 5. BENCHMARK - REFER TO TOPOGRAPHIC SURVEY BY: ALLEN & COMPANY PROFESSIONAL SURVEYORS & TAPPERS 6. LEGAL DESCRIPTION SUDAN HEREIN IS FURNISHED BY SURv'EYDR, A10 IS INCLUDED FOR PERMITTING ADD APPROVAL PURPOSES, AND AS A COURTESY FOR THE CONTRACTOR. IITERPWI LLC, ASSUMES NO LIABILITY FOR ITS ACCURACY OR COMPLETENESS. 7. SITE GEOTECHDICAL INVESTIGATION PERFORMED BY UNIVERSAL ENGINEERING. !tT(ERPLRT lLC. ASSUMES NO AND COMPLETERESPONSIBILITY FOR THE CORRECTUESS, ACCURACY CO MPLETENESS OF THEIR WORK THE CONT RACTOR SMALL OBTA IN A COPY TH OF THE ttOTIONNICAL ENGINEER'S REPORT FOR ADDITIONAL SITE AND COMPLY WITH ftECAMME7T04TIONS COTTONED THEREIN. IF ADpTITONAL SERVICES ARE REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER. 8, NOT USED s 9. THE SITE SHALL DE CLEARED AS M B Al E NOTED ON TH E E PWIS OF ALL ODSIRUCT14f/S Al l' PELETERI4 S M U ATERIAL SUCH AS FENCES WALLS FOUNDATIONS LOGS SHR UBS, BRUSH, WEEDS, OTHER VEGETATION, AID ACCUMULATION OF RU98t5N OF WHATEVER tANRE. OFF -SITE DISPOSAL, INCLUDING ANY HAZARDOUS MATERNAL ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL RULES E AND REGULATIONS. 10. THE CONTRACTOR SHALL IIEMEDIATELY NOTIFY INNGPWI WC. OF ANY DISCREPANCIES BETWEEN THE PUNS AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. It, THE CONTACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN CONSENT AND/OR APPROVAL FROM THE OWNER.JJ10 THE ENGINEER. 12. THE CONTRACTOR SMALL COORDINATE ALL MICR& WITHIN Ef.CH RIGHT OF WAY WITH THE CITY OF OCOEE AID THE FLORIDA DTING EPAR EXEXIISOF TRANSPORTATION. 13. SCS SOILS: TAVARES FINE SAID. 141 STORMW'ATER MANAGEMENT IS PROVIDED BY: DRY RETENTION 35. THE CONTRACTOR SHAD. RESTORE OFF -SITE AREAS TO A CONDITION EQUAL TO OR BETTER TVA# THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF CONSTRUCTION, 16, ALL DISTURBED AREAS SHALL BE SODDED 17, AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION Of SITE CONSTRUCFION, THE FINK. CERTIFICATION PROCESS WILL BEGIN. THE CONTRACTOR SMALL PROVIDE DOCUMENTS RID INFORMATION, IN A TIMELY MANNER. TO ENGINEER, INCLUDING, WITHOUT LIMITATION: u. SURVEYED 'AS -GUILTS' PER AS -BUILT SURVEY SCOPE IN SECTION 3 OF THE CITY OF OWE ENGINEERING STANDARDS MANO& 6. COMPACTION AND DENSITY TEST REPORTS, AN'D c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS REWIRED, FOR WATER DISTRIBUTION AND/OR WASTEWATER COMECHON/TRANSMISSION SYSTEMS, THE CONTRACTOR %WE HAVE TWO (2) SETS OF AS -BUILT PLANS, SIGNED AND SERER BY SURVEYOR OF RECORD, ON SITE THE DAY OF THE CIVIL ENGINEERING TRIAL PUNCH LIST INSPECTION, THE GENERA. CONTRACTOR 1$ TO GIVE THE TWO AS -BUILT KRIS TO THE REPRESENTATIVE FROM INTERS AN COMPLETING THE INSPECTION. IF ANY DEFICIENCIES ARE NOTED, ONE SET OF RED-UNED AS -BUILT PLANS WILL BE GIVEN TO THE CC FOR REVISIONS TO BE MADE. REVISED AS-BUILTS WILL NEED TO BE FORWARDED TO INTERPLAN BEFORE ANY CERTIFICATIONS CAN BE INITIATED. 18. ALL TRAFTTC CONTROL DEVICES, EQUIPMENT RID INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION, 19. PARKING STATES SHALL CONFORM WITH LOCAL COD£ ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL. FURTHER CONFORM WITH C(JRRENT ADA REQUIREMENTS. 20. FARDICAP PAVEMENT MARKINGS AND SIGNAGE SHAM. CONFORM WITH CURRENT ADA REQUIREMENTS AND LOCAL ORDINANCE. 21. LANDSCAPE SHALL BE TRIMMED TO ENSURE SICHT VISIBILITY OF TRAFFIC CONTROL DEVICES. 22, ALL PAVEMENT IS DIMENSIONED TO FACE OF WHO 23. ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE. SEE ARCHITECTURAL PANS. 24, ALL CURB RETURN RADII ARE 5` UNLESS NOTED UTILITY CONTACTS Y(ATERj CITY OF OCOEE ENGINEERING DEPARTWENT SEWER/ 150 It, LAKESHORE DRIVE STORM/ OCOEE. FLORIDA 34761 REUSE] pH: (407) 965-3100 STORM ST. JOHN RIVER WATER MANAGEMENT DISTRICT (SiRAMD) DRAINAGE 601 S. LAKE DESTINY RD. SUITE 200 MAITWGD, FLORIDA 32851 PH: (407) 659-48N CONTACT: RICHARD SOBCZAK ELECTRIC DUKE ENERGY 452 E. CROWN POINT RD. WINTER GARDEN, FLORIDA 34787 PH: (407) 905-3303 CONTACT: JEFF ZAHARUS TELEPHONE CENTURY LINK 500 N. ORANGE AVE. ORWtDO, FLORIDA 32801 PH: 9407) 282-3151 CONTACT: CINOY HOPCRAFT SITE DATA INTERPLANJ 2y2i. fflQuT A9FA 518,628 SF 11.91 AC. ARCHITECTURE IMPERVIOUS E IMPERVIOUS 216,683 SF 427 ; b5 ENGINEERING BUILDING 119,581 SF 23% INTERIOR DESIGN PERVIOUS 162,3sa sF 35% PROJECT MANAGEMENT AA 003420 CA 8660 T'�' I,�iF �RFA (CONS T & 4) 92,802 SF 2.13 AC. IMPEFMGUS i IMPERVIOUS BUILDING 50,096 SF 54% 173% 604 COURTLAIID STREET 17,817 SF 19X SUITE 100 PERVIOUS 24,889 OF 27% ORLANDO, FLORIDA 32804 PH 407.645.5008 PHACF I1L SITE AREA BLOT 6) 367,203 SF 8,43 AC. FX 407,629,9124 IMPERVIOUS IMPERVIOUS T40,688 SF 38P. 1 BUILDING 301,76a SF 28% 566% SEAL: PERVIOUS 124,743 SF 349 ENACT il' (Lg2_CTtt TO DEVELOPER) 29,750 SF 0,72 AC. (LESS AREA TO BE DEDICATED TO 'ROAD 3' OffSjjE PARCH DATA TRACT b' (P 1 iupAD !13 16,100 SF 0.37 AC. IMPERVIOUS 12,780 SF 79.4% PERVIOUS 3.320 SF 201% SMART AlOMT250N P E. 'F' Ft. REG. #60848 TAT iPS!LM1O it(MD I33 12,008 SF 0.28 AC. IMPERVIOUS 11,445 SF 95% COTISULTAIIL PERVIOUS 563 SF 57, )�i1L�. AIijJ,ING1LniNG� AM PROPOSED BUILDING FOOTPRINT AREA 119,581 SF PROPOSED BUILDING FLOOR AREA 430,257 SF FLOOR AREA RATIO FAR. = 036 11NG PUD D' VINO NHS 302 NI M HEICJNT MAO'WEp PR�'QSEP 8 STORIES 4 STORIES 1 SIORY (CLUBHOUSE IIL{.14GN�4, SOUTHWEST (RUFORO AVE.) 25 FT NORTH 1111111 SIT.) 3 IT EAST (PTBi1C ROAD 3) 3 FT INTERIOR (OCOEE TOWN CENTER) 3 FT MILUD 25 FT 6 FT 40 FT 8 FT PER CRA STATDARD$ MIN: iSPACE/OU 30211 = 302 SPACES MIN. MAX: 2.5 SPACE/DU 302'2.5 = 755 SPACES MA%. ■ PA K.�PRCATDI'D REGULAR HANDICAP GARAGE TOTAL NOTE: 27 SPACES ON -STREET PARXIm PROVIDED IN NOTE: +;a wNs rNxpns REv1slaNls A COPY OF THIS SHEET CO SHALL BE PROVIDED TO ALL BIDDERS AND SUB -CONTRACTORS. OASIS AT LAKE BENNET OASIS AT LAKE BENNET APARTMENTS PROJECT LID: 2014.0309 DATE: ##,YOU WE NOTE: PER FLORIDA SFANE 556 THE CONTRACTOR IS REQUIRED TO CALL SUNSHINE STATE ONE CALL (811) TWO FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION GENERA NOTESp 4 CHECKED: ##xDTR.avna: ##a# CONDITIONS OF APPROVAL Conditions of Approval Recorded on December 151h, 2011, at Official Records Book 10307, Page 0396 I. The City of Ocoee Is subject to the tens. Thom, me and restrictions of Fto rde Statutes Chapter 163 cer-ailg momtaria no the issuance of bonding permits under ,'clam c'homarturces. The City has ao lawful Authority to exempt any private entity, or itself, from the opproction of such state le9iei T.n and are wag herein should be construed as such an exemption. 2. This project shall be developed In two or more phoses. The first phase shall be Phase 1 as shown era the Final Subdivision Plan. The second phase win be Let 5 and the third phase wni to Lot 6; prw;ded, base.,, that Phases 2 and 3 are not required to to, sequentially no that either lot may be developed following ones, 1. Phases 2 and 3 (Lots 5 and 6) as shown on this plan may be divided into sub -phases in connection with the approval of a Fowl subdivision plan far all or a portion of said Phase. 3. Each phase of the project wet stand an its own with respect to Pubne services (sewer, water, slormwaler management, access and other related services); however, such services may be incorporated into a master pion. 4. Except as spec;hcally noted era this Plan, development of this property shall be consistent with the requirements of the city of Ocoee codein tonnectian with site Fish approval for an lots wilWn the subdivision, the Owner may request additional walkers from the City. 5. Nothing herein shall be corstrued to wove arcs Frw;slon of the Lund Development Code except to the extent expressly set forth on a waver patio or explicitly set out on the F{on. My canrCcts between the Land Development Code and the ORA Target Areas Special Development Plan in be resorted m .aeandance areas Drama- tk. 2010-009. Where this Plan and the CRA Spael DeveFerri Plan or Lord Development Code conflict, this Plan shall control and up sersede the standards set forth in the CRA Special Development Plan A, Land Development Code. 6. Any damage caused to ony public streets as . result of the construction activities ,stated to the project shaft be promptly repaired by the Owner to the appnmb'e government standards at the Owners Soto cost and expense. 7. There span be no access from the property to any pubs, sheets except at the approved locations shown on the Final Subdivision Plan. 8. As to the portion of the property wnh;n the CRA Sub -Are. 1, all commercial lots shell be . merimum of a. (1) acre in size. As to the portion AT the property within the CRA Sob -Area It, .11-ancia4h lots shall be . mmlmum of 30,CII0 square fact in size. 9. At finished finer elekanons will exceed the i02-yrar flood plain of a minbmum of two (2) feet above the 100-year Read elevation ae established ;a the project's slormwaler system. f0. The Owner is to protect and prevent tiny disturbance, s8tation, or wnstrudion .Flhin The watlond areas shown on this plan. It.. areas are to be roped off during constmchbn and Of (a.. instulled to e6m;note any possibility of disturbance during construction. The Owner may undertake selective clearing of underbrush and ;nrosive species in this area and its buffer as .lowed by law. 11. Al existing strvefi,- (Including buildings, pose, lines, existing aerial trod runty facilities) will be removed and/or terminated prior to or during construction of the dvebpment replocing those uses Retrieval and rola6se of City utility lines shell be coordinated with the City Engineer. The penetration of any utility easements held by the City shall be by a separate ogreencrat with the City. 12. Development of this property ;s subject to that certain Development Agreement dated 11-17-t998 as recorded in Official Records Book 5623, Page 2313, as modified by that certain Addendum dated December 7, 2010 as recorded ;n Official Records Book 10176, Page 7236, and as further -died by that cerl[n First Ameodmenl dated , 2011, as recorded To Official Records Beak , Page all of the PWe Records of Orange Gnarly, Flarida (cd.!edively referred to as the 'Maine Street Development Agreement'. The construction of Relocated Maine Street eme be governed by the Maine Street D,vabpmeat Agreement and at by this Plan. The Inclusion of Relocated Maine Street and the stormwater pond in connection ther,.Rh is shown on this Plan for Informational purposes only and is net part of the Project. In the event of any portion of the Project as set forth in the Final Subdivision Plan conflicts with the Mane Street Devebpmenl Agreement, the Final Subd;v,ean Plan short control. PursuoM to Section 8.5 of the Maine Street Development Agreement, no bolding permits will be ;slued far any portion of the Project unlit such time as construction of Relocated Maine Street has commenced and no ,k,Ufiaoles of occupancy win be Issued for any portion of the Project until such time as the coeMrs0re of Relocated Moore Street has been completed and accepted by the City. 13. AT legal instruments, including but not limited to, decimations of covenants, easements one restrictions, articles of rncorparoban of the property owners re-ioban (as applicable), and womanly deeds to the cni-i lion (as applcahle) shah be prarded to the City far site. prior to Platting .n or a portion of the property and chat comply with all ordinances of the City in effect at the Time of recording or any such instrument. 14. Existing trees 8' DDH a large, (other thou citrus frees on 'trash lrees') located .long proposed locations of buffer ..He a rued right-af-way lines wA be preserved if at .11 posslb!e except as otherwise also on the plans. Th' buffer ..Its and roads will be designed around those trees to Tnmrparato them 'eta required landscape buffers and as street times to the extent prac6'eL My trees located within a road shown an the Final Subdivision Plon may be removed by the Owner. Protected I- located within o future building pod as shown era an approved final site plan or approved final subdrv,t. Fran may be removed by the Owner ate, obtaining a building permit in connection therewith. 15. The existing grades on indvidu.i late containing protected bees will be maintained as much as possible to preserve existing protected tree. For lots -behing protected trees, there val be no grading o, other eomstrasUce era individual lots, except as specified in the Final Subdivis'wn Plan or is Final Site Plan, until building permits or site aborting permits are issued for those lots_ l6. Removal of existing protected frees will be rentod to ,testing .it right-of-way, and retention areas and easement areas as detailed in the Final Subdixece Plan and/or a Final Site Plan. At existing protected Ueos on holMdent lots win be voluatod at the time of site plan review for that lot, to determine whether a not each free needs to be removed; prorided, however, that protected trees located w;lhin a future building pad as shown era an approved final site plan or app-ad beef subdiv;sian plan may, be removed by the Owner after obtaln;nq a bu;kFarg permit in connection therewith. 17. No clearing permits will be issued for site work or building conslmction until the trees to be preserved have been clearly marked with tree protection boni- I& No person shall undertake tend clearing ar the removal of any protected trees Without first obtaining a permit from the Building Department. The removal of protected Tees shun be minimized to the maximum extent possible and no oubhori'C=on shun be granted to remove a tree if the Owner has failed to take reasonable measures to preserve the trees era site; provided, how-,, that to the extent the land...ps plan approvb as part of the Final Subdivision Plan identifies protected trees to be removed as port of the project, the Owner may obtain a buildingm Par R tar the removal of such trees without any further demonslraUon of efforts undertaken to protect such trees, 19. AN crass access and drarnoge easements shall be provided prior to or at the Ume of platting of each phase of the Project. 20. Permanent Only, drainage and access easements will fie dedkoted to the City as noted on tie Fleaf Supdivis;an Pbn. 2L All utilities to be placed within easements in be placed around .xWing protected trees to be preserved if passN- 22. An utilities including electrical, cable, IV, and telephone and including an -site zWing everrecd w;,. short be placed underground; provided, hawever, That Developer shah not be required to underground existing warhead utility fines oieng the State Road 50 right-of-way. 23. All non-pubLe dminoge, utility and mantenance easements shelf be tot the benefit of the Owner, individual [at owners and property owners assocaton (as app`kohar The land burdened by .0 sessan-te 'hail be .weed by the inTI-Wed lot awners a the property .wesre .'ecistiom 2C 0m;mnle, easements between late are shorn far location only. Final aosement dmensions wH be shown on the final Subdivison Plan and w;n be sized to meet City recto4o ers. Ovarsiring of lines may be required by the City at the City', expense. 25. A perpetual, non-exclusive eosement over oil internal roadways and other served areas is hereby granted in favor of the City of Ocoee and other applicable authorities for law enforcement, fire, and other emergency services. The City may require that the Or- execute an seAses.1 in recordable form Oh respect to the foregoing. 26. A property owners association shot# be created for ownership and mdnlears- of all common areas. 27. AI declaration of covenants and restrict;ons affecting the property shall include the fobse;ng praviznns: a. Provision allowing the city to levy, collect, And enforce assessments for m[nicmo mw of common areas V the Association foils to do so or foils to maintain assessments at a loval ollowing for adequate maintenance. b. Provision granting the City of Ocoee the right, but not the obligation, to mainlan ail common areas should the property owners association foil to do so after notice from the City. To the extent that the City of Ocoee undertakes such action, the City shall be entined to reimbursement from the property P.- association and shell be entitled to require the property owners ossacintion to levy assessments far the purposes of pay;ng such re;mbarss-rd, a. Froisions granting the City the right, but not the obFgation, to mdeton/rep it the stone to, management system (SWMS) and obtain reimbursement from the Associanon, or from the Owner if (i) turnover of control of the members has not occurred, ar (d) if the owner is stet responsble for mantx.aao of the SWMS. d. Provision providing post the SSYMS will be transferred io a .espcnhbfe operation/maintenance entity acceptable to the City in the event of dissolution and that if af,-:uUon occurs without such approval then the City may continue to levy end colest assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. e. Provision that the Association shun at an times be in good shading with the Florida Secretary of State. I. Provrsioh that at the fire of to.-, of coal.[ of the Assaintian to the members, the Declarant shun deliver to the new board of directors the maintenance plan for the SWMS accompanied by on eagmesr's ce,tifrca6on that the SWMS is functioning in occordunce with all approved plops and permits. To the extent that any such engineer's report ideates any corrective action is required, that declarant shelf be required to diligently undertake such corrective action at the ded..At'e expense and to post a cash bond with the As-kitran for the estimated costs of such corrective action. The cash band can be dro.n upon to pay for the corrective action. g. Provis;on (hot no property aimed by the City ar any other governmental entity shall be subject to assessments levied by the Assocknon. In. Provision that any amendment to any provision affecting the City requires the consent of the City is on instrument recorded with the amendment. I. The articles of incorporation and liki- of the AssocmUon shall be consslent with The forgoing provisoes. 28. AI tracts that ore to be owned and malnta;ned by the property owners & ossacintion shall be conveyed to the property owicers association by wananly deed at the lime of platting of the applicable phase of the project. 29. The wail and landscaping within the landscape buffer gong the western boundary of the property shall N maintained by the property owners association, except that an gross and landscoping an the building Ede of the wall shall be ma;nto'acd by the individual lot owners. The land burdened by the easement sholi be owned by the individual let awners. 30. All .its will be dedicated to the pubnc unless othere;,o noted. Tract 'A', the a private cess road through the property, shell be owned aad maintained by the property owners association, with access and uBnty easements granted to The City of Oaoea. 31. INTENTIONALLY DELETED. 32. The Owner shell construct appropriate curb cuts to enable construction of amps al all rights -of -way intersections (and other areas required by the Americans with O;sab;nt;es Act) in order to accommodate access to sidewalks and streets for persons who are in whealkhairs and other persons who are phys;eany ttwlleigeeL When sidewalks are constructed an corner lots .l cerlo;n locations, the sidewalks wFI be extended to the curb and the appropriate ramps win then be constructed. The timing of construction of the Project sidewalks is set forth in COA 34 below. 33, Parking for individual late shun be provided in rxmrdanca with the City of Ocoee Land Devebpmenl Code end the CRA Target Areas Spodd Development Plan. 34. All common area ireprovareants including entry features, walls, landscaping and sfdewons along the roods as shown era the plans shall be completed prior to issuance of the Certificate of Completion for the. correspending phases as shown on the applicable final subdivision Won; except that the perimeter landscaping and sMa,i along SR 50 and Buford Avenue anal be completed prior to issuance of the Certificate of Completion or Certificate of Ocupanry far an in Wdu.1 lot; provided, however, that Caner Shan comply with on Florida Department of Transportation regasemsab if they require sid-F. or other improvements to be completed at an e",er dote. 35. Owner shop pay on CAIC costs for street lights to Progress Energy and shell pay the monthly operating costs for street lights on pubic roods until such time as a Cort;frcale of CamplaUon is issued fa the mPI;r. Iw phase of the project and the roads ;n such phase are accepted by the City. After issuance .f . Cert;ficate of Completion and recaptaoca by the city the City shah ossame payment of all -t1q, operoting costs to Progress Energy for Rghls on public streets .;thin such phase of the project. IT ... e,, the Coiner shot continue to be respeaw,11e (or the payment of monthly operating costs assacisted with ,beet firsts an prrcate roads W,lh;n the Project and other sheat rights w&a the Project. The type of street 6ghli:ng fixter. used by the 0- shall be consistent within the phases of the project mM shah be eel forth era Tie Final Subdvis;on Pkn far each phase. Any upgrades to pubic street fighting proposed by the Owner sho6 be s.bjacl i. the operad of the City at the time of Find Subd icL an Phu approva). 36, At subdvision signoge must be consistent with the legally assigned name of the subd'n',sron. Any subsequent change to the name of The subdivision must be approved by the City Comm{sslan. 3T IINENTIONA LY DELETED, 3& Each fire hydrant sh[1 be OSHA Yellow in cobs, and is blue rxfl,,U,a marker shall be affixed to the street in the center of the lone closest to each hydrant- 39. Subject to COA J48, the star. at,, mamogemant system, including ah p;pes, inlets, manholes and structures, together with tracts band a (retention ponds), will be owned, operated and maintained by the property Owner's association open ple ing of the applicable phase of the project. 40. Natwithstandmg the e-veyance of the stormwater retenGnn ponds to the properly owners association (the 'Association') or any provsion to the Geri contained in these conditwas of approved, the Owner shall remain responsible for The mainlerwnce of the projecl's slormwaler management system (the SWMS), including oil stormwater retention panels, until each time era; (i) the entire SAWS tot the project is constructed and appropriate certificates of completion issued by bath the city and the St. Johns River Water Management District f (SHAND), (5)the afarmw.ler retention ponds intended to c a ovey to the Association have n been een conveyed to the Association, (m) the Association is designated as the maintenance entity on the records of the SJRWMD and an transfer records required by the SJRAMD have been executed aad accepted by SITOLAD, In) the city has been paxided with a copy of the developer's proposed maintenance plan with respect to the SWMS, and (v) the city has been provided with a written statement from the Association acknowledging receipt of the Owner proposed maintenance plan with respect to the SWMS and that the Association is responsible far the maintenence of the SWMS. 41. All stormwaler management ponds will be unfenced with maximum 5:1 side stapes into the peed unless otherwise agreed to os part of the final subdivision plan approval for the applicable phase. 42. The proposed Relocoted Mane Street Pond shell be used for the slormwaler needs of Relocated Maine Street and other public foodways as provided in the Maine Street Development Agreement To the extent that the Relocated Maine Street Pend has excess capacily at the time of development of Phase 3 of the Project, the Oveisper may obtize such pond to meet the slormwaler requirements for Public Road g3; otherwise, the stormwater requirement of Public Road 13 will be incorporated into the stormwater management system for the Project. The rem[ming stormwaler needs of the Project including Public Road /1 and Public Rood 12, will be mcorparatod into the store.one, management system for tare Project. 43. At the time of platting of each phase, the Owner shall provide appropriate easements for pedestrian and vehicle connectivity among the loll, includng sid-rk and ...... easements, for City rov;ew and approval. The infrastructure for pedestrian and vehicle connectivity shell be prorided between each contiguous lot as they are developed, or as otherwise prov;ded in the final Sub Fi,,iva Plan for each phase of the project. 44. Irrigation of landscap;ng within The pub,rc right-of-way sha4 be provided via the City utility system following instedation thereof by the Owner aad acceptance of such righl-or-way by the City. 45. Pubre .it sections shell be sienna to the examples provided in the 'CRA Target Areas Special Development Pion, and as ore modified as shown on these plans. 46. The 100 year flood zone elevation, per F.LRA, Panel 12095CO220F, doted 09/25/2C'0A is 117.4. At measurements and references to the too yea threat elevation shun refer to the i.h,Po.led 117A'!'mbar C e as shown on these plans, The 100 year flood plain buffer requirements of the City are satisfied by the depmVen set forth on Sheet C4 of these plans. 47. The final subdivision plan for each phase shall third! a landscape one which shows the protected a, specimen trees intended to be removed as pad o1 the phase end the replacement trees to be planted to connection therewith. The p+unling of U. replacement trees shown era the fiat subdivision plan shah be deemed to satisfy the res.cereent or mitigation requirements of the Lend Development Code and no monetary payment to the City shall be required In connection therewith. Additionally, protected and specimen trees may be removed as provided in COA /16. 48, Pond h is is temporary pond to be constructed As port of Phase 1 of the project and is located within future Let 5, Tract C and Tract E. A temporary drainage easement across Pond #1 shell be provided for the benefit of the property owners association and the City. The final subdivision plan for the phase that includes Lot 5 shall reconfigure or reheat, Pond #1 to a permanent location so that it does not impede the ability I. construct the arthern extension of Public Road a2 .s part of such phase. Until such time as Pond ♦j1 ;s reconfigured or relocated, the Oscar may elect to canUnue ownership Tracts C and E in 4eu of conveyance to the property owners association. Following the reconfiguration or cal-stion of Pond J 1, but in no event later than the p!.tt;ng of the phase of the project that includes Let 5, such Fund shad be conveyed to the property awners association. or ..the, entity acceptable to the City, which win Thereafter .,same ownership and maintenance r,,pensb[ty far Paod it. 49. The Phase I Final Sobel»sion Plan shell consist 0 Lots I, 2, 3 and 4 and Trals A and B as shown era this plan, together with a temporary drainage eosemenl for Pond 1 aver and across future Lot 5 and future Tracts C artd E. Aca-Fogly, the Phase I Plat win plat Late 1, 2, 3 and 4 and Tends A and B aad show Road jl as an impktted drainage easement. 50, The project Is vested from conwrreacy review to the extent provided in Certificate of Vesting Numbers CV-98-o1 and CV-99-01. The CartMattes of V.Uhg provide that they do not exempt the project from compliance with the requirements of the City with respect to dedication of easements or right of ways or the construction of traffic improvements neaesslloted by the development of the scaled or otherwise required by the City's Land Dveloprent Code as from time to Lima, amended. In aceordear, with the Land De elopmeet Code, the Owner shut here a traffic study prepared and submifted to the City for review and Approval in correction with each phase of the project. The traffic study shoe address the traffic improvements necessiluted by the development of the applicable phase o1 the project and any requirements fa the dedication of rights -of -way and easements. Fa any future phase beyond Phase I of the Project, o now traffic study will be required which wilt be based on a reathodelogy to be determined by the City prior to such study being undertaken. All traffic related imp-werem s for each phase shod be shown c the final suhdidsioa plan for such phase and shall be Constructed by the Owner prior to the issuance of a certificate or completion for such ph.se. PSP WAIVER TABLE 51. The development within each phase of the project shah not exceed the enninum intensty, of development fa such phase as set forth in the traffic study for such phase. To the extent that the Owner may seek to develop the project with an intensity gieoter then that set forth in such traffic study, then an updated traffic study will be required to address any such increase in intensity. 52. Based on the traffic study for Phase I of the Project, such phase shall not be developed in such a cone, so as to generate more than a told of 696 PM peak hear trips (417 primary trips and 189 pass -by trips) calculated on the bass of the latest edition of the TIE Manual and the Cftys Transportation Impact Fee Upset. as referenced in Section 87-2 of the Ocoee City Code, such calculation to be mode each Time on apikkotion is merle far the coastrection of a building on a Lot within Phase i of the Project. The transportation irnprsvemenis required for Phase I of the Project are based on the development of such phase not exceeding the foregoing trip Threshold. A more intense development of Phase i of the Project win require as updated D,iffse study as referenced in COA 151 and caurd require additional transportation fmpraeements, 53, On -shoat parking spaces shell count towards any parting requirements under the Lund Development Code for the adjacent lot; provided however, that each space may only be counted towards the equirsmeMs of a sing' lot. 54, My improvements shown in (his Plan lying within Phase it and Phase III, except for those utility and drainage improvements herein and necessary I. the ,assort of Phase I, are conceptual in auto,, and will be reviewed as port of the Find Subdivision Plan far the appreaN, phase. 55. At the I;- of platting of Phase 1, the owner will convey to the City a uglily easement across .11 utility, improvements shown era this Plan not located within the area to be encompassed by the Phase I plot. 56. All ubTties Mthin Phase I will be located xvihin an eosemenl to be dedicated to the City upon recordation of the Plot. 57. The City shall terminate the existing utility easements as described on this Plan after (1) the completion of the utility improvements described in this Plan; (2) Due conveyance of Those improvements to the City and the City's acceptance of some in accordance with appFcobe City regaaamenls; and (3) the Developer's dereanstrafan that the City has recorded or platted eosement, ners. ail City -owned utilities in their as -bell condition. 5B, A conservation, drainage, retire access and recreational easement shelf be conveyed to the city ever tract 'G' at the time of platting of the first phase of the subdiv;sion. 59, Own', shai construct the required water feature with fountain at such time as building permits he,, been issued for .t least 5hM square feel of building spa, (,thin the subdivision. ADDITIONAL CONDITIONS OF APPROVAL 60. PSP Condition of Approval 149 is modified to read as fcV- (moddiicatiers shown in slrikethmugh and underline): The Phase I Fund SaWVsian Plan shelf consist of Lots I, 2, 3, and 4, Pubic Roads l and 2 and Trolls A, ewdI -B C G and as ,been on this plan together with s temporary drainage easement for Pond i aver, under, and across future Lot 5 and future Tracts C--end-£ and a permanent utility easem'nt ara�r wider and across portions of future Tracts 0 and F. According',, the Phase I Plat YI pht Late i, 2, 3 and 4 Pu, bti ftogab i And, 2 and Tracts A wd Q,. C-9-cii and sera -Pond-ti-os-crcma temoaary replotted drair.g, ea11.'.t far Panel I over. under and across rater. Lot 5 and fi ore T d E and a griplinted irtifily 1 a der oar d_d_S„[oss portions of future Trails 0 and f. 61, Any improvements shown 6 this Plan Vag within Phase 11 aad Phase 111, except for those utility and drainage improvements herein and necessary to the support of Phase I, are conceptual in nature and ON be reviewed as part of the Final SubdiVson Plan for the applicable phase. 62. At the time of platting of Phase I, the owner will convey to the City o utility eosemenl Ames all utility improvements shown on this Plan not located withn the area to be encompassed by the Phase i Plot. 63, All utilities 'Itne Phase I will be located within an easement to be dedicated 1. the City upon recordation of the Plat. 64. The City shall terminate the ex;sting Witty easements as described an this Plan after (1) the completion of the vlh;ty improvements described in this Plan; (2) the conveyance of those improvements to the City and the Citys acceptance of some in Aaoreance with app:cable City requirements; and (3) the DevelapcA demonstration that the City has recorded or platted easements across all City -awned atrUes in their as-buit condition. 65. At the time of plaltiaq, Owner Will record a blanket aasraaess ,esement cross .n lots wnhia the subdivision. said - -a-casement wail be subject to the review and approval of the City prior to platting. PSP WAIVER TABLE APPROVED BY THE OCOEE CITY COMMISSION ON September 61h, 2011 ITEM CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION GAS STATIONS, SERVICE STATIONS AND GAS STATIONS, SERVICE STATIONS AND COMMERCIAL CONVENIENCE STORES SHALL ALL ARCHITECTURAL DETAILS IN THE PROJECT LOG, ART, VI, COMMERCIAL CONVENIENCE STORES MEET THE PROPOSED ARCHITECTURAL SHOULD BE COMPATIBLE WITH THE REMAINING I SEC. 6-14, (C), SHALL UTILIZE EITHER CABLE OR HIP STANDARDS FOR THE DEVELOPMENT. THE DEVELOPMENT. A REQUIREMENT FOR ATTACHED (4), (1), i ROOF STRUCTURES. THE CANOPIES FOR CANOPIES FOR GAS PUMPS ARE NOT CANOPIES IS UNNECESSARILY RESTRICTIVE AS LONG GAS PUMPS SHALL BE ATTACHED TO REQUIRED TO BE ATTACHED TO THE MAIN AS IT MEETS THE ARCHITECTURAL STANDARDS. THE MAIN BUILDING AND INTEGRATED BUILDING. IF OUTDOOR SEATING IS PROVIDED INTO THE ARCHITECTURAL ROOF R40 THE BUILDING IS AT LEASE 5,900 GROSS DESIGN SQUARE FEET. OWNERSHIP/MAINTENANCE MATRIX TRACT PHASE PURPOSE ULTIMATE OWNERSHIP/ MAINTENANCE 'A' I PRIVATE ACCESS ROAD P,O.A, 8' 1 STORMWATER POND #2 P.O.A. C' i STORMWATER POND #1 P.O.A. D' i-2 PUBLIC ROAD #1 CITY OF OCOEE E' 1-2 PUBLIC ROAD #2 CITY OF OCOEE F' 3 PUBLIC ROAD #3 CITY OF OCOEE g' 1 CONSERVATION, TRAIL & DRAINAGE EASEMENT P.O.A. H' i PRIVATE DEVELOPMENT PRIVATE/OWNERS 1 1 LAKE RENNET P.O.A. LOTS 1-6 1-3 PRIVATE DEVELOPldENT PRIVATE/OWNERS ITEM CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICANON APPROVED BY: I LDC ART. VI, HALE STREETS SHALL BE PROHIBITED EXCEPT A HALF STREET WILL BE ALLOWED FOR RICHMOND AVE. PUBLIC ROAD 3 DJACENT THE REMAINDER OF TF{E STREET WILL V PLATTED PMEWITTHE AGREEMENT DEVELOPMENT THE EAST. THE APPROVED DEVELOPMENT AGREEMENT SEC, 6-2 A (9) WHERE A PREVIOUSLY PLATTED HALF STREET ABUTS PER THE DEVELOPMENT AGREEMENT FOR OCOEE TOWN CENTER. ST REQUIRES CONSTRUCTION ONLY i0 THE EXTENT INCLUDED IN THE A TRACT TO BE SUBDIVIDED. APPLICABLE PHASE. 2 LDC ART. VI, ALL PROTECTED TREES SHALL BE REPLACED AT A SEE ATTACHED PRELIMINARY LANDSCAPE PLAN. THE REQUIRED REPLACEMENT TREES CAN NOT PHYSICALLY BE FIT Off THE SEC. 6-168 4:1 RATIO, IN ADDITION TO REQUIRED STREET TREES AND PARKING LOT LANDSCAPING. SITE AND ARE NOT COIPATIBLE WITH THE URBAN DESIGN REQUIRED. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURRAIID STREET SUITE IDO OPLANDO, FLORIDA 32604 PH 407.645,5008 FX 407.629.9124 M" STUART ANDERSON, P.E. FE, REG. #60848 CONSULTAM: 1 12-1-15 PVdI it, Controls NO WE MoRls REVISIONS OASIS AT LAKE BENNET OASIS AT LAKE BENNET APARTMENTS PROJECT NO; 2014.0309 DATE: 11-23-15 Co.1 CONiNnONS OF APPROVAL CHECKED: CDs D AV✓1•I: MRS ttt FIRE TRUCK TURNING PATH SIMULATION � a 4 OVERALL SITE DIMENSION PLAN WAYTOBE 2 OR PUBUC ROAD k3' OVII 4, ttl i v—TRACT"G" 1.69 AC, ` / 1 i TRACT 12,87 AC ?� I AI I I \t I COVJS(µliTY COIdAIERCtAl (G-21 O now 80 0 80 160 GRAPHIC SCALE WERPLMI ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTIAIMSTREET SUITE 100 ORIA11DO, FLORIDA 32804 PH 407.645.5008 FX 407.629,9124 LYL1 STUART ANDERSON, P.E. FU REG. 16M48 COWSULTAPR: 1:0 D?iE REN?;r1:S REVISK)NS OASIS AT LAKE BENNET OASIS Al fAKEBENNET APARTMENTS o a" PROJECT 110: 2014,0309 DATE: 8-31-15 y 1 g OVERALL SIREDIM€NSM ELM CHECKED: COB DRAVRI: JFH INTERPLANI a TRAFFIC CONTROL & SIGNAGE ;sx.. •`}"�� I I i i ARCHITECTURE OJSXL,\ ( CD DIRECTIONAL ARROW C4 (TYP) ENGINEERING �i 12 INTERIOR DESIGN rybo o ❑ _ 1' O HANDICAP PAVEMENT SYMBOLS C4 (TYp) PROJECT MANAGEMENT �• �° 43 AA003420 HANDICAP SIGN C4 CA 8660 24" WIDE WHITE STOP BAR (TYP.) 604 COVRTLPAID STREET 6UDE 804 PAVEMENT STRIPING ( WHITE) ( ) ORLANDOPH 40 07645.95008 FX P - e 124 24 WIDE WHITE CROSSWALK STRIPING , � 5 G 4" TE TYP I_ CD SEAL: \� O 30 STOP SIG! (RI-1) PROJECT z \ SIGNAGE Ina � B " S 9� ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO 'MANUAL ON UNIFORB 5 PROPOSED PARK AREA WITH TRAFFIC CONTROL DEVICES' AT 1NU.S. OEPARNAIN! OF TRANSPORTATION, \ '.K. G `�N • 6 BENCHES AND LIGHTING i FEDERAL HIGHHAY ADMINISTRATION. STUART ANDERSON, P.E. \\ os of �, �� a � , , �,• � ) u FL REG. 160848 13 SITE NOTES CONsatam n V v�o Si �,> pP�� 'a. vv �� ❑i HANDICAP RAMP �• V \� it %2G� i 17 V A /16 2 SIDEWALK RNAP 4 7 __ Q cuRe & GUTTER C4 (YP) 6 0 ti d• MONOLITHIC cuRe AND SIDEWALK C4 . 8 G 5 R4' as "�' Zia �'f' ❑ CONCRETE SIDEWALK C4 'n, •� \ �\ DUIAPSTER ENCLOSURE/COMPACTOR 4• 8 �\ 8 �\ (SEE ARCHITECTURAL PLANS) to \ s J T s, 10 / "�� 7 \� O, ❑7 CONCRETE APRON C4 \ \ 4 06 �'' R4 110 5 �4 14 `•. ❑8 BOLLARD 4 5 1 �a C4 (1 \ \\\ \\ �— ¢ \�\i. ❑9 ASPHALT PAVEMENT C0 R4 �� ♦v EXISTING OR PROPOSED FIRE HYDRANT EXISTING SIGN" RID BEEN SPACE \ \ �� J�a�m 90K/ c�9 P 4 10 .i✓ > 3 3 /ij \ �, 10 it DRAINAGE STRUCTURES (SEE GRADING AND DRAINAGE PLAN) AREA TO REMAIN ^V[' A A RI0'A Q 12 TRANSFORMER PAD (SEE UTILITY PIAN) VA R3 o 8 BO ` I3 DECORATIVE METAL FENCE WITH STUCCO COLUMNS s i EXISTING 3' f KNEE WALL TO BEREM DECORATIVE AND REPVACEO WITH "* T A . � A '�< A 5 4 2 3 Y(. � DECORATIVE METAL FENCE YIITH ` \ , � �� � � � 15 � 11 MAINTENANCE BUILDING (SEE ARCHITECTURAL PLAN) \ _p COLUTAN9 GQ\ QPO ,�'lp. , 7 R h5� °� j/ om T �1�FILM I EMERGENCY VEHICLE ENTRANCE 4 a \ \ \ \SP (PERVIOUS PAVERS/GRASS SURFACE C4. +Td \ �\ \ s•;' .� i I, i� 13 WITH 'KNOX BOX' GATE) o VALLEY GUTTER i4 (TYP 2e J}j v v �\ ��� II 5 C4 �' "N., I I !f 17 BIKE RACK C4. BENCH AND TRASH RECEPTACLE (3 PLACES) 1 12 1 15 PINLlIIA: (XL4VRDS a \ 1 9< e, tb 641E RElfAhS !, 0 �" I 19 LIGHT POLE (TYP. SEE SITE LIGHTING PLANS) 3 REVISIONS 8 � ii 20 HVAG UN[TS(SEE ARCH. PLANS) � �\ \k\ \* (' ❑ SCREENED WITH WALL & FENCE 1 \\ v,. 8 \\ i 4£llL iBkC+ Sp \ \ p I■ c _ 4 y OASIS AT w �I n>•A/C utaTs Au.o„-�E�A,>oNs LAKE BENNET CONNECT SIDEWALK 1, \ ` TO EXISTING PIMA ° \ OASIS AT DECORATIVE METAL FENCE DETAIL vv V IAKE9ENNET EMS APARTMEMS ° t LLI___. , w . _ T PROJECT NO: 201 d.0309 DATE: 8-31-15 3 REFER TO SHEET Cl FOR GENERAL NOTES, ' To SN-SPECIF AND LEGENDS, E ADDITION TO S(lE-SPECIFIC NOTES AND'REQUIREMENTS, 40 0 40 80 SOUTH SITE DIMENSION p PLAN F GRAPHIC SCALE o SOUTH SITE DIMENSION PLAN 1"=40' Noarr4 CHECKED: COB DRAVa I: JFH IINTERPLM SITE UTILITY NOTES � SANm son ARCHIII ITECTURE OCONNECT TO EXISTING 8' SANITARY SEWER ENGINEERING STUB -OUT ® HN. = t 12.85 INTERIOR DESIGN SANITARY SEWER MAiHOLE �i _9 PROJECT MANAGEMENT EXISTING IO' WATER MAIN 42 EXISTING _ g RIM - 125.2 AA003420 �;� O INV. IN - 114.£0 C4. CA 8660 INV. OUT = 12.87 2 3 - - , 7 119 IF - 8' PVC 0 0.4% SLOPE ./ 7 -r. - _, -_ - 604 COURIV{lDSTREET - O -.. .;... a _ r _ - _ - MANHO r ORIPt! __". "...� ._.�. .._J r C4. C4. t �T i i- ..�i.� I _t ,. " ,.n �. �L.. 1�� - t SANITARY SEWER LE 2 SUITET � _ 1 - O RIM 125.0 DA 32 ° D PH 07`645.5008 R�, 1 I14.58 -„ -- q :: FX 407.629.9124 MAINE ST ET R L O >A I (�1AI�E T I "- ° = 114.48 - �.,.,-� v..t` ,n .. .., .,`,'-8-�, °�.. ;:,r 5 43 O - 6' PJC o 1.OR SLOPE TO BLDG. SF111TART' CONNECTION .�.z.,..- _.._ •' } 80.00' PUBLC a%W (8 4'. � (2 PLACES) �1 n ' 1� I �_ I, 264 lE - 8' PVC ®OAR SLOPE 31 1� OSARY CAP AND B OW T p swN Am sewER MANHOLE p3 I V ., r . _ :-�=r _- -�_� .. � ON RECILAV MNN RIM= 123.75 . Q o ® ® ® ® C4. HN. IN = 115.75 T ) i GARAGE f I GARAGE Go;mAc oR INV. ou 565 BLDG. ® BLDG. 2 •` - L ' 8 36 O 6' PVC 0 1 07. SLOPE) i ; • ' �F J O R 6 GARAGE SPACES 6 GARAGEUIIRSACES - C4. (1YP. �' NV ELEV. 116.11 -' 44 �:•.• 46 _... -06 UtlRS F.F.E. 125.0 --. I}�', i 10 39 LF - 6' PVC 0 1.0% SLOPE SMART ANDERSON, P.E. r F.F.E. = 125.0 i j I FL BEG. �6£B4 PUBLIC RECLAIMED CO. QD065 F 35 39_-_ 44 WATER NTRA 11 iNV. M. - 116.94 8 ' I (BY CONTRACTOR) 52 LF 6' F\'C 01.0R SLOPE TO 81DC. SANITARY CONNECTION CCNISULTAIIT: T 4438 IZ 37 60�NE N\YZSp UCE I j IF { 3 13 85 LF --ES6- PVC 0 1.0% SLOPE TO BLDG. SANITARY CONNECTION s 6 1 ., Y 42 IXISNt'G ). C . . . } II Ii /r i0 32 r � k 4 (1 j1 w w I 14 138 IF - 6' PVC 0 1.09 SLOPE i 23 • w _ _ w _ w _ _w_ 7 ; 33 SANITARY SEWER MAlRDLE 14 -"'- '> -- I RIM 124.9 T w --- \) 25 ss-GI ss ss F 37 ICI D I t5 111R 11465 \, 9 - PVC 0 OAR SLOPE GOEODr :8 j m '10" D.I. PUBLIC WATER MAN 16 11 295 IF 8' \ I BY CONTRACTOR \I' .I 6 iy' • _ _( ) 55 IF - 6' PVC 0 1.09. SLOPE TO OIDG, SA7{DARY CONNECTION 2 I '\ �'\ 14�� : n (2 PLACES) I N i N 1 \ ♦ \. 24 \ 43 PROPOSED 42 _ IB 73 IT 6' PVC 0 1 07, SLOPE TO POOL CABANA (W/ C.O. AT END) ".. PROPOSED i, • �,. ' I / 42 - i SWITPRY SEWER ATM{NOTE $5 43 \ x _- _ - �`. I INV. IN 124111592 \ i 1 INV qqq T,� .OUT 11582 �� \\\ < �: L /� /44 7,,• �A DRY POND #4 (� 40III 42 PROPOSED 20 234 IF 6' PVC 0 1.0% SLOPE 13 V - j( •. - 9 LF PVC 0 1.0% SLOPE TO BLDG. SANITARY CONNECTION \ // 2 /_ -V F F 21 (2 PLACES) \\ D � ij SANITARY SEWER MANHOLE +6 r ♦\.� ,' �� � � I-�� 0 _}f •'� � RIM 12345 \ \ - - { INN. 1N - 118.96 INV. OUT-116.86 43 �\ `.�\ \\\ `��♦ .�� �, ��A i ni ODL VAC PAC \\ V - 14i� - 5 .7T� '-� • 23 89 LF - 6' PVC 0 1.0-X SLOPE 44 y . v� ```.. y . `Q• / . �A. N`6 I i CO. \ ♦ 21 4` \ 'F Q \ry ( _-_. 24 INV. ELEV. = 117.85 J 1 T" ` ' ' • T - I i LF C 0 1.0% SLOPE TO BLDG. SANITARY CONNECTION C� OOQA� 46 n m PLACES) `\ I�� m m � ( W s 2 SS �� ��O 1� \ ae \ r y E V O _ } i� z6 256 IF - a PVC ®osz SLOPE G�; ♦ �� e 9�FG A O� o - o m (3 - IC C.O. G �O� V� ♦ R P� 44 �I I JI 27 INN. ELEV. = 118.24 � u P s o•„ so (✓�" I o s A I T) 44 NOT USED V 21 6 Yam- . d oAE..9 \ \.� �\'• ) NOT USED VS`01C% ( Cl I (53 LF 2 PLACES) PVC 0 1.0% SLOPE TO BLDG. SANITARY CONNECTION y�ao �A� Z�c��\ .V ♦ ,-, �/ VA i 18 G �bo 35 4 C4. To GATE VALVE (1YP.) DOM cn WATER F 7 f k 1 I WET TAP EXISTING 10' WATER VAIN WITH 10' TAPPING SLEEVE k V\ O \ ♦ PO ��' V VA�� 46 \ 33 3 isyssso w •�I 1 . ,. 32 o- XV8- TEE WITH GATE VALVE 2 PLACES .•• y YEZ,.r .y\ .^ �. ( ) no cniF rhnu,Es V ♦ �� VA,a 2 "' w II 8' COMPOUND WATER METER AND DOUBLE CHECK VALVE i$ RENNONS 0 __ F II : \ � A >� � � • - I � � � 34 PVC WATER h411NNR(PRIVATE) 3 \ V V ♦ ♦ >'� v 18 3 - + ;4 PUDt1C V{AtERI AS ; t 2' PE WATER SERVICE TO EACH BUILDING (TYR) ,. / � �\ 42 � i• r' � � IRRIGATION NTER C I � 'A 43 „ " i� ,r ♦ ♦ i -- 6' PVC(I'UBLIC RECLAIM - � TAP 6' RECLAIMED WITH TAPPING SADDLE k GATE VALE ` ! INSTALL TDI PORARY BLOW' IXISiM.G \\\ \ '� !♦ FACTOR) �. `OFF ON! 6'2RECWMEO AND 2' IRRIGATION METER AND RPZ 5 i3 0 ( `` 37 �' CONNECT TO EXISTING © to' POTABLE WATER MAN LACKFLOW PREVENIER C4 C4. o AM VAN \ RECIA!MED AtD WATER MAN -.._. TUB OUTS z STUB (BY CONTRACTOR) O 3' IRRIGATION SERVICE (SEE IRRIGATION SITE PLAN) 5 o v \ k,OC vy ELECIRIC o v .V v .E7Wos"y0 i i �, 7 j A� v ♦ CONTRACTOR SHALL COORDINATE UNDERGROUND ELECTRICAL •. ��� u ps ,� A .gyp♦ \\�\ I J9 RVICE WITH DUKE ENERGY FOR CONDUIT SIZE, CONNECTION w v C POINT A11D APPROVED TRN{SFORMER L \SE z i i yv Ngi „ y �VA I LOCATION. E l�� I \\ 44 )LfSIRA1N8D y R�,�, y - 1 t J ? POND #2 ENERGY FOR PAD. CONTRACTOR TO COORDINATE WITH DUKE OASIS AT "�//J011�( OG`% /�� �s ..., �•V�' V rsoaAcf Ca ELEV. I24.0Lo oc"8 _ 40 ENERGY FOR FItLV. LOCATION OF TRA{SfORMER TO BE SET. NORTH SITE UTILITY PLAN V=40' \ LAKE BENNET o / ` %; " BuREQ unmEs NowPHONE \. 35 7 ' ,y�Jr /� ♦� a BURIED UTILITIES ARE SHOWN ATiUR R APPROXIMATE LOCATION CONTRACTOR SHALL COORDINATE UNDERGROUND TELEPHONE OASIS AT BASED IPJON INFORMATION OBTAINED FROM UNLTIY COMPANIES 41 SERVICE Wlih{ AT&TTELEPHONE FOR CONDUIT SIZE, CONNECTION \ LAKE BENNET AND Flan EvtDEHCE aThNErt euatED unurlrs MIGHT ExTsr APARTMENTS p POINT. ��� 7 / /� 7� i 4� I �� \ nE�`♦ Cki THE SUBJECT HNIE riijlCH ARE NOT SHDIYN ON MI5 GRgWiNG USE ExittOaE CAUTIM DURING EXCAVATION j s` ��� / I ♦\ \ \ PROCEDURES A1N1 CONTACT SLl INE STAIEO'7E 0 F1RE O L �� 1 sea-432-4T7B FOR rxeceEOUnaN OF BURIED F�RmEs 11 '♦ \\\..1 PRIOR If) •6CAVATION 0"11104& 43 FIRE HYDRANT ASSEMBLY (E%ISIINNG/PROPOSED) PROJECT 2014.0309 R a C4. ,If FIRE DEPARTMENT CONNECTION 94 DATE. (5-31-16 s • 44 6' PVC FIRE SERVICE TO EACH BUILDING (TYP.) 45 4- DR-14 PVC TO FIRE DEPARRIENN CONNECTION (IYP.) C2 C2.2 0 REFER TO SHEET CO FOR GENERAL NOTES, O 0 NORTH SITE Unu1Y 0 o SPECIFICATIONS, AND LEGQIDS, IN ADDITION 40 40 ® STREET IJGHT nm TO SITE -SPECIFIC NOTES AND REQUIREMENTS. L -_ NORTH 46 LIGHT POLE (SEE ELECTRICAL SITE PLAN) 60 CHECKED: CDR DRAVA I: AM ° OPTIONAL POST POSITIONS \E�n PRINCIPLE FOST POSITION? POST (OPTIONS: 2' X 4 (CA? 20' TOWARD HOW) 2 1/2 LAIN. DIAWOSTEEL OD; I FILTER FABRIC -1 y 1,33 IRS ldlN.) 6' MAX. a FILTER FABRIC w m z t- 4 ISILT FLOW n ELEVATION SECTION Qi SILT FENCE EROSION CONTROL DETAILS I ® ■ w `A^ ,e BURIED UTILITIES NOTE BURIED UTILITIES ARE STORE AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBT)MINED FROM UTILITY COMPANIES AND FIELD EVIDENCE OTHER BURIED MUTES MIGHT IXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE DBREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATEONE. 0 I-800-432-4770 FOR EXfOT LOCATION OF BURNED FACILITIES PRIOR TO EXCAVATION OPERATIONS. Sunshine8 p- - I OVERALL GRADING DRAINAGE AND EROSION CONTROL PLAN )„=W Ali (EYE.) I ANCHOR BALES WITH 2 - 2' X 2' X 4' SIDEWALKSTAKES PER SYNTHETIC BALE. O _ _TCH DI r -CURB JA GUTTER-- 55'' �� III I'IIIII' ® CO MaD MET a DITCH 80TTOM INLET INLET GRADE FILTER FABRIC 7111 I - INLET STRUCTURE U _ � 15E APRON UNIT JA GUTTER � 11 I�II11 PARM INLET © EROSION CONTROL SOCK PROTECTION AROUND INLETS OR SIMILAR STRUCTURES COtYSiRUGT10N SITE FENCING MIN.2 STAKES PER SYNTHETIC BALE, 2-x2- STAKES, 1 1/2' TO 2' IN GORUND WIRE TIE SYNTHETIC —' BALE TIES LOOSE SOIL PLACED BY SHOVEL AND A LIGHTLY COMPACTED ALONG UPSTREAM SECURELY BOUND SYNTHETIC BALES FACE OF SYNTHETIC BALES, REQUIRED FOR DURABILITY SYNTHETIC BALES BACKED ANCHORING BALES BY FENCE [,71 LOOSE SOIL PLACED BY SILT FLOWSHOVEL AND LIGHTLY COMPACTED ALONG THETREAM EDGE O UPSF SYNTHETICil BATES NELEVATION PLATE BARRIERS FOR SLOPES FgFp ro 9EET a fIXi COFi44 IpR3, s!umrixwrG Aga LLWaS, w MroRRx _ To sRE-srccmc Rory Na �vnnoroRz CONTRACTOR SHALL REVIEW AND COMPLY WITH ALL EROSION/POLLUTION CONTROL NOTES LOCATED ON SHEET CO AND HEREBY INCORPORATED INTO THIS SWPPP. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE AND LOCAL STANDARDS. POLLUTION CONTROL N7LGM 1 L ALL EROSION CONTROL MEASURES SHALL REMAIN Nf PLACE U OF CONSTRUCTION. ARCHITECTURE C 1. All EROSION AND SEDIMENT CONTROL WORK SHALL CONF SPECIFICATIAUTHORIZED ENGINEERING W7E DESIGNCITY/COUNTY AND WATER MANAGEMENT DISTRICT AID APPROVED VARIANCES, WAIVERS AND/OR COE PROJECT MANAGEMENT PERMITS. PA W3420 2. EROSION AND SEDIMENT CONTROL MEASURES SPALL BE PLACED PRIOR TO OR CA 8660 AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST AV TRANSPORTATION OF SILT OFF THE SITE. 604 COURIIANJD STREET SORE 100 J ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION ORLAIIOO, FLORIDA 32804 EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY PH 407.645.5008 IXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHAH RE FX 407.629.9124 INCIDENTAL TO OTHER CONSTRUCTIGN AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. SEAL: 4. THE COTRACTOR SHALL IMMEDIATELY NOTIFY TIE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SMALL, PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 6. THE CONITRACTOR SHALL SELECTIVELY CLEAR CHILY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF -SITE. USE AND MA RAIN SILT FENCE JUST INSIDE OF PROPERTY LINE. SMART ANDERSON, P.E. ® 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS FL REG, j60B4B INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR COtTSULTPJR: ADJACENT TO SITE. 9. All CLEARED AREAS FOR IMPRO/EMENT ANO/OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10, FOR ADDITIONAL INFORMATION AND DETAILS, SEE FJ)DJ. INDEX No. 102, it. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BARRIERS. 12, ADDITIONAL P0515 AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL HARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES, 14. FILTER FABRIC MUST BE INSTALLED ORDER ALL INLET CRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN AONG WITH A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. 16. 'CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG Off SITE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED Oil THE PLAN. THE LOG SHALL CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY MIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2' OR GREATER'. 17. THE CONTRACTOR IS REWIRED TO SUBMIT A COPY OF THIS LOG ALONG WITH A NOTICE OF TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION UPON THE COMPLETION OF CONSTRUCTION. TOTAL "DISTURBED UNDISTURBED IMPERVIOUS- PERVIOUS' (AREA AREA ( AREA �11 AREA �AC) AREA �AC) AREA �AC) AREA (AC) AREA 518,628 470,324 48,304 336,364 182,264 11.91 10.90 1.11 7.72 4.20 HARD SURFACCE PUBLIC ROAD 6' MIN. 1 1L.SA R-2(1.5'-3.5l / Conrroctor shah produce o Slormnaler Po6luNao Prerenlion Plan COARSE AGGREGATE /- Inspection Report Form contact engineer d one is not moLloble. NOTE FC = 3000 / Inspections must occur of Nast once a ueek old w;Nl 24 hours P.S.I. (28 DAYS) GEOTMILE UNDERUNER or the end of a At..Olenl that is 0,50 inches or greater. ��- 1 Project Nome OASIS AT LAKE BENNET FDEP NPDES St. --ter Identikm ban Number-. O CRUSHED STONE CONSTRUCTION EXIT TUTS / „ c n.Nkxu oar,f ,A aeE�il h,n I.M.�1 t, Nu.ann R 4-.Ik afr jI 1 c ti u- kr f 4 z� _ a � A - _ 4 zt ! .�! klv� L U, Ih 1,. t'�.-�, e•rrd u4r a. -_ ENGINEER'SCERTIFICATIO..": 'I D r, try H s Iln a l a u l r n p;tprd d. Ydv � aPu b 1k de•6 d w tI qA r.d pt I F H g Ir d 4 1 N Ira f>rvAx .,rM r d ry P H r gixF Iht r rw xlbt r- a auN d d fAol f yt ILL .dhl fN. Y 'VJ pl 1.1 no DAIe RernaPs REVISIONS OASIS AT _ LAKE BENNET 6R.iRI ANDERSO\, P.f.;£?C'.39 Utt 0 OASIS AT LAKE BENNET 2 APARTMENTS A, OWTERAGENTCERTIFICATIONS: IILA\EREVIEWEDTIIISPLANANDAGREETOCO,%tPLYW'HIITHII PROkCTNO: 2014.0309 REQUIREMENISSHOWLNHEREON. DATE: "1-15 y 5 0WVN1l IAUHRORUFDRFPRFSFNTAT5F. D,k OVERALL GRADING AND Q DRAINAGE PLAN 01 CHECKED: CDR DINAVfIN: JFH 01 o 6 `n IMERPL DRAINAGE STRUCTURE ARCHITECTURE TABLE ENGINEERING INTERIOR DESIGN INLET 11-5 (TYPE 'C7) PROJECT MANAGEMENT STORMWATER IN ET o GRATE LEV. = 125A0 AA 003420 RN LEV. (ME) 121.58 CA 8660 108 IT 24- NOTE 0 0.15% 604 COURRAI ID STREET STGRQNATER MANHOLE 11 -5 SUITE 100 25 GRATE ELEV. ORLMIDO, FLORIDA 32804 INV ELEV. (SW) PH 407645.5008 INV. ELEV. (TUN) 121.37 407.629.9124 O ------ ❑(2) 35 IT 24' PARALLEL HOPE 0 0.15% SEAL: YARD ORAIN RNA 125.00 4 INN. 121.51 35 If 15 HOPE 0 0.15% III 12-S (TYPE 'C') LET STORMWATER INLET GRATE ELEA. = 125.90 CONNECT TO EXISTING . ... ..... N STORM SEWER STUB-OLIT ON. ELEV, BE 121.46 ITN. ELEV. (SW) 121.41 x STUART ANDERSON, P.E. 'x 60 IT 24- HOPE 0 0.15% IL R113 COIISULTAIIT: 11, 0 1 1 ' " ' \ x SWALE z�� -S (TYPE INLET #3 STORMWATER INLET CRATE El = 125.00 v IN. ELEV. (SE) 121.32 o O INV. ELEV, (NE) 121.32 INV. ELEV. (NN) = 121.27 17 (2) 115 LF 24- PARALLEL HINE 0 0,15% I , �K HILL SR)RVVATER (TYPE INLET GRATE I = 124.80 ON ELEV. (SE) = 12110 NIV. ELEV. (BE) 121.10 NN. ELEV. (VN) 121.05 61 LF 24' HOPE 0 0.157. SE 11 0HA B`�" i"IR M, FOR DRANACE L"T 'C' GRATE ELEV. = 124.80 IW. ELEV. (S*) = 121.20 13 3' DEEP SWALE 14 N 1,089 OF TOTAL STORAGE (2) 83 LF 24' PARALLEL HOPE 0 e.15% 0 M. 125.0 INLET #6-S (TYPE STORMWATER INLET GRATE ELEV. = 125.Q3 % INV. ELEV. (SE) 120.93 - 6, k' 0, RN ELEV. (BE) 120.68 - N -VC" - , .. \I "" H 63 LF 24 HDRE 0 0.157, H1�,T�'LET UT, 1AFIS (TYPE 11 IF INLET E GRATE ELEV. 125.0 INV. M. (SW) 120.79 INV. El (ME) 120.74 E "J, C, 7 77, HOPE 0 0.15% yy 25 LF 24 282 IT CAL DEEP SWALE TRACT -"TER I o C-HroI std- #I-S v\ 21 r1A CRATE 17j;)1_ 12B IQ ELEV. (BE) = 121.43 PHASE I. 39 LF 18* SOLID HOPE 0 1.0% W, \\ \\\ 3 i /�� ✓t-", / -) 21 CONNECT TO EXISTING W UNDERGROUND STORM SEWER SFUB-OUT INI. I = 121,041 D(FILTRATION W LOM ALL MPENyKNJS SURFACES SMALL PROVIDE FOR PREIREATi (RETENTON WITH I TRENCH (TYP.� RE"SfOIIS ME THIS I A HVIDICAP ZONE - MAX. 2.07. SLOPE IN ANY DIRECTION. PERCOLATION) OF ONE RICH OF ROME. EACH LOT SHALL PRU TREATMENT PRIOR To ANY DISCHARGE TO THE MASHER STOWWATER SYSTEME 67,913 SO. FT. PAPERYOUS (LOT 3&4) X I' RUNOFF 3 509 CUM HEET REQ!D 3 Now. I CONTRACTOR WIFE FIELD VERIFY LOCATION, INVERT ELEVATION, 'PO MATERIAtS AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. PBEFOBM I SIQR�&L 763 IF 24' PREF. PIPE 402 LF 6' SORE 0 5.48 CFAF = 4,291 I5' FREE. FIRE U 0.75 CF/U` = 302 OF CONTRACTOR SHAUL BEGIN STORMNATER PIPING CONSTRUCTION AT 35 IF THE POINT OF CONNECTION OF EXISTING STORV4ATER SYSTEM, 0 2.73 CF/U` = 95 OF 3' DEEP SWALE 1.089 OF A' ALL HOPE PIPE STATE BE PREFORATED AND SKA11 BE WRAPPED IN a SWALE F--' FILTER FABRIC WRAP. AJiD SIGNED PER DETAIL (1) ON THIS SHEET 3' DEEP SWALE = 1,089 CE DURING 402 LF 8' SWALE = 3D2 OF WHEN AW ROOTS OR EXISTING TREE ARE ENCOUNTERED i LAND CLEARING AND/DR GRADING OF THE SITE, THE ROOTS MUST BE TOTM STOWE Vzz u CUT OFF EVENLY WITH CLEAN SHARP PROBING TOOLS. THE RSYSTEMS� R CONTWO /DFZFLopE SHALE MINIMIZE DIE RANAGE TO EXISTING 12' UIERLAP MIN W PPE W LIGK[WEIGHT OASIS AT TREE ROOT NON-WlyrIN FILTER)FABRIC (US 80 114 OR EQ. WASHED J57 STONE BURIED UnLITIES LAKE BENNET gg ONERED ULl ARE SHOWN AT THEIR APPROXIMATE LOCATION am um OASIS AT INFORMATION OBTAINED FROM UTILITY COMPANIES TRENCH VOLUME SUMMARY AM FIELD EVIDERGE, OTHER OURTED UTILITIES N ON THIS LAKE RENNET NICHE IX15T ON THE SUBJECT SITE W1HICH ARE NOT SIM 2 11 DRAWING, USE EXTREME CAUTION DURING EXCAVATION APARTMENTS PREFORATED PPE 24' PIPE[N3� pi PROCEDURES AND CONTACT SUNSHINE STATEONE 0 179 �t- I-M-432-4770 FOR EXACT LOCAT10H Of BURNED FACILITIES PROJECT HO: 2014.0309 1�76 PRIOR TO EXWATIONI OPERATIONS, DATE: 8-31-15 PjPE 'e 5� ASSUvEs 40% S1014E wD WRAP STONE W/nON-mmN 40 80 a C3.1 411 1) I T I T SOUTH GRADING AND FILTER FABRC (US 120NN OR EQ.) DRAINAGE PLAN GRAPHIC SCALE TYPICAL EXFILTRATION TRENCH 0 SOUTH GRADING AND DRAINAGE PLAN CHECKED: CDI3 DRAVIT: A INTERPLM NOTE: ALL HDPE PIPE (UNLESS OTHERWISE NOTED) SHALL BE DRAINAGE STRUCTURE TABLE J PREFORMED AND INSTALLED IN STONE AND FILTER FABRIC AS ❑ MITERED END SECTION ARCHITECTURE SHOWN ON C3.1 1 PER F.DO.T INDEX 272 27 65 LF 15' HDPE 0 0.25R ENGINEERING INTERIOR DESIGN ❑ ( ❑ INLET 13 N TYPE 'c' PROJECT MANAGEMENT 2 56 IF 24' HOPE 0 0.25R p8 i ( ) STORAWATER INIEI (NtDIX 232) ❑INLET E1 (N) TYPE V GRATE ELEV. = 123.6 AA003420 STORMWATER INLET (NDEX 232) INV ELEV. (S = 120.29 CA 8660 MITERED END SECTION INVGRATE 123.64 OUR EIF7. \ i=n ITN ELEV. QPN+SE) = i 19.74 29 INV. ��, _ 119.5 60 C RAIID STREET �.-• '4 ITN ELEV (E) 11964 SURE 100 PER FO.O.T. IIIDEX 272 ORLANDO, FLORIDA 32804 €,N 7 _ e _ _ e _ _ _ _ _ _ _ _ _ �� ❑4 142 IF IB (NE) O 0.25R j .7, PH 407.645,5008 7 IT 24' HOPE 0 025 FX 407.629.9124 INLET 12 (N) TYPE 'C „- -`, ?; -- :; ;' v """"-'�'`^",. f--;.---= -- - 1 -- ❑ sraRllNATER INLET (INDEX 232) a INLET ♦la (N) TYPE "; °, j -_ I_. =J I _-�-1 __...._ I_. "� 1°0 - ❑ (TILDE 232 SEAT: /.--_ -'J l__'_._l_ 7` -....1 __- ._ L____. -. --, ti , _-. C, __. ,,." - - Y i _ A - - GRATE ELEV. - 123.6 STORMNATER ilriEl (I ) • ' ET G,,O� Al ��71f�� i ° c (. 9 9° y _C_. INV. ELEV. (sw+sE) = 120.15 GRATE BUY. = 123.6 p gg ,, ..r :/': r ., .._ 1, „P.. _, - .10 IN ELLY. E+S = 119.74 ;. k S <. �:..-„ .I f 1 INV. ELEV. (TUN) - 120 ( ) - ]IN ELEV. (W) = 119.64 u q 80.00 PUBLIC RIw . (EaO !� (j.-}. 117 IF IS' HDPE 00.25X rl;- . 4i 32 61 LF 18' HOPE 0 0,25% 4 l r �� i, .l 7 INLET 13 (N) TYPE 'C' 'e,, ;,' - - ' �- .y� ❑ STORAfNATER INLET (INDEX 232) INLET /15 (N) ttPE 'C' \Av-=.P` --' °, 1I`S,I GRATE ELEV. = 124.7 STORMNATER INLET (INDEX 232) - \�. d ,:.� - '` -�+ ❑ A G R ❑ ❑ ❑, ❑ ❑ ❑ ® 1. 46ii H )_ ELEV. (SE) = 120.49 = 23.6 GARAGE 3 ,--a= GARAGE 2 1w EELEv�((E+r1j .9ss 4 SPACES .. , 4 SPACES TM!LEV. (rTN) ItNTELEV. (W) = i 19.40 6t �__,- f BLDG. 2' I f<. ,'� %� I ❑6 69 LF IS" HDPE 0 0.25% SMART AflDERSON, P.E. �� FEE-124.2i ❑ BlDG.3 PF:e:�1z4.25 y + -: " - b GARAGE SPACES - / , i 6 LF 15 NDFE 0 0,257. FL KEG. 160848 9 O 6 GARAGE SPACES i F}46 tn4R5 l � , � ❑ INLET 4 (It) TYPE 7 t 34 ' 51 46 UtlRS 1250 �til r 4 'r �� F,F.E. = 125.0 = �, U ( GRATE NEATER INLET (INDEX 232) ❑ INLET I6 (N) ttFE 'C' COPlSULTAAH: / - t Nr GRATE ELEV. = 124.5 35 +' STORMfNATEV. INLET ItIDEX 232) 2071 �O Q S / -_ 56 I i. Ii < It I r�' IN. M ((RN)=1120.66 11NTELEV. (W) i22014 � ca 3.6 -� O c L6 zr _ : p i I r. F.E. (4 p, 5 i _ 113 LF IS' HDPE 0 025R 36 BI LF 15 HDPE 0 0.25R __ { < li bG, 6� 6� �.. .I1�t5" __. _3 _ 121b ` r2 1 - ❑ • ;., �, INLET /5 (N) TYPE 'C' 7 INLET 117 (N) TYPE'C 1 i' I't % - ❑ STORM'WATER INLET INDEX 232) ❑ SiORM`NAEV. INI12 (INDEX 232) ,. ;::. . kap d ••, t . � � Ir� L, � - A �Il �'� GRATE ELEV. = 1246 _ 23. ___ -_ - -- _NTELEV. (S)=1120.15 \ ' • r '` _ I. I� . NaIIN ELEV. (SW) = rees9 I i <,.v *� �` v y� `� � v = :� ' '• ��124 i --- ._I26 IF 15 HDPE 0 0,25% ®121 LF 18' HOPE 00.25R51s I INLET 6 N TYPE 'C' ' ., r,.:: A '.w ', .1 zr• ` ..... �. .Ij i s I i �O EX INLET j19 (N) TYPE 'c' •`r \ \ . ' ti ',, )j /' i_; I , I,. .. ), i.. .. I I,..� I . _- �I :( ❑ STORMNA iNLEi (IND 232) 39 STORMWATER INLET (INDEX 232) j GRATE ELEV. 123.2 = 123.6 ( I!N ELEV. (NE) = 120.47 GRATE ELEV. 6 INY. ELEV. W) 120.25 NN ELEV. (E+S) - 12D.os �� \ ♦ \ s - _ -n- 14 96 LF 18' HOPE 0 0,25R BN EtFv (N) = 120.e4 9 IF 1 INLET a7 (N) 1Y STORMWATER INLET THOU 232) 8 5' HOPE ® 0.25R 40 �� A _ ♦ . a A. 1 r v r _, - -- - 1 1 GRATE ELEV. = 123B INLET 119 (N) TYPE 'C' , MN ELEV. SW+I[N 120.13 4I r t i' / ♦ „�,, _ :� Y -, - TAT ;'� t ) = STORMWATER INLET (INDEX 232) Q - w II ��_- t �`I o jg--_- ❑ _ -�oa cry AllyiI t'i 1N ELEV. SE) = 12'C0' E8 GRATE LUCY. = 123.6 N 269 LF.�SEG4DRAL BLOCK HDPE 0 0.25R DIV ELEV. (IT) = 120.31 50 LF 15 62 IF 15- HOPE 0 0.25% IriET ill (N) TYPE ., r A yV `, z, �- - /, 56 ❑ Ij ii ■ 17 STORM WATER INLET (INDEX 232) 42 INLET /20 (N) TYPE 'C' s 1247, DLO¢ 1 V: L GRATE ELEV. = 123.6 43 STORMWATER INLET (INDEX 232) ` �� \ i"\ 5 + 1 1 �• -.1 I ( w INV ELEV. (SW) = 120.33 \� O • A ate, I I GRATE ELEV, = 123.6 G - - Ia�K �v3 .Isfz/" IIN ELEV. (SE) = 12o.ze �; I N ELEV. (w) = 120.25 ). ♦.\� �0 �,. ���. 9� _ ���. 9 LF 15 HDPE 0 0.257. 58 LF 15' HDPE 0 0.25% y 4 ^ \ �• �' _ 1 S� '/. Q2�aj I > w ❑ ( i `� INLET /9 (N) TYPE 'C' ❑ INLET #21 1 , )� 4 I t9 STORMWATER INLET INDEX 232) 45 STORIANATERNINLETE(Il DEX 232) .. v tiA '� .!� 4 II GRATE ELEV. = 123.6 IRA! ELEV. (NE) = 120.53 GR4TE 20 ELEV. 123.E .� OGL t� v ♦ ".�� I Yp (Q <„ \ �.� (' > MN M. (N) - 123.15 <T V" ♦ T ,A 9G, �� i Q IIN ELEV. E = 120,15 O m 20 95 F IS' MOPE 0 0.25R = i . ' 9 �GP0� 2 00 it 48 68 IF 15' HDPE 0 0.25P. INLET #10 (N) Tyn'G A ( - ❑ STORMWATER INLET (INDEX 232) INLET E22 (N) TYPE 'C' GRATE ELEV. = 123.8 47 EXISTING GRADE F�+VA� V" ? ? `,/ SQ'A`. ;; I ``l r}.. ( IRI ELEV. (NE) = 120.37 GRATE WA7E7R INLET (INDEX 232) u 123.5 STORT 6 I 6' W'DE SEOEwux �`iz4q `�G�. '.: - , ' '01� i 3 �F✓p �F �r♦ cy 0<<��C� ryb0 OLim ®ELEV.I�117250E 22 G ITH. MITERED 119SECS0t7 IIN ELEV. (5) C RE 0 123.8 124.5 V CONTROL STRUCTURE / i-S ttt �. �I6 E� PER I.D...O.T. INDEX 272 48 GRATE ELEV, = 123.6 3B 126.0 I ``., A r.• REF' TI, 61 LF 18" HDPE 0 0.25R RN ELEV. (N) = IVF04 e rA w16 15 PLo-, c CovtiE.TrR ` r. v ❑ a w i ❑ �� i I Z ! REv161oN6 5 YR Pf K,`� `�� �, .♦ \ % • 6JCb` :vW' jI F 1 24 INLET Ill (N) TYPE 'C' 49 125 IF IB' SOLID HDPE 0 0.5R 2 296 F�R _ ,.�- ,� �� r r.:: ". �} . , 41 { '. J -. ❑ STORM ATER INLET INDEX 232) - 122.0-G�`.�1�y,, "'.� � `> I GRATE ELEV. = 1236 STORMWATER MANHOLE I I-S (N) 5 t ?> ✓� uT cs� ��� t i�' 1 (N (, INV ELEV. (E+W) = 119.75 ❑RIM EIEV. - 123.6 Ir ` FROPOSED GjE PC i0 t0 ^�.t \ \ -4- i i� If 6E SODDED WlH 8NT'A ` `'• \ • • / F - ' IIN ELEV. (S) = 119.65 IIN ELEV. (S) = 117.41 � I �. � Et iH T INV (N) = 117.31 I..-tioN-Much rill IT "' _ `�- \' � � 98 LF IB' IDLE 0 025% EIfV o _Si118.51 \ \�♦ 2 �^ / 55 I ti 51 61 LF TO- SOLID HDPE 0 0.5% 118.0 -. r...._•'• -_ -■ 26 INLET #12 (N) TYPE ' i \ CORE DRILL EXISTING CURB = `. e4` 25 f( \ .L,:C GRATE LER INLET 1r10EX 232) 52 O 1 �o � T• �' GRATE ELEV. - 1236 INLET MtD COtNECi 0 � 116.0 * - � �`. � }+ " � r � , , � �� • ` � . � ti V♦ r �"-'- - ' IIN ELEV �N) 120.1 NN. ELEV, = 117.0 ..- __ ,. � \\ ♦ ♦ �\� 1® / �, � %° .�• '�?, � " _ IrN ELEV. W) - 120.0 _ 114.0 ..._.__ , _ ._ _...._ ";�. : l V :.�. , . • ' e.) , �v� �q ' r'ti,. / j � i - . } OFFSRE DRLA AGE 5IRKIMBE5 18 LF 15- RCP 0 0.59. 58 £ \ o '\ ' ," >wT� \ s7 / I� ❑ INLET 123 (N) TYPE '6' o CRATE E = 125.00 € \ " f Y I' 1 T ELEV. INLET #25 (N) ME V � 0 20 40 - '^ '" s "rc j r r �`� \ Hot = 121.39 = T�L �T \ �. F\�N Fq, 6 j' () 62 GRATE ELEV. 123.5 F POND BOTTOM TO PIER IXCAVAIID BUftiED V I I�ES NOTE :: ♦ •\ .� s OF I ELEV. s LrN ELEV. (E) = 117s5 OASIS AT 6 F1. (T0 114.0) 71rD REPLACE WI1N y 9 / %' %''` /,.\ P. ♦ , r U I • I IF 15 RCP 0 0.5% NATIVE SANDY SOIL BUNTED UTILITIES ARE SFIOWN AT THEIR APPROXIMATE LOCATION �`. .. a s r r 02 LF IB RC T 54 4 1�77LM r BASED LWON INFORMATION OBTAINED FROM UHLITY COMPANIES L,pj E t- 63 2 PODS% P1� FlEID EYIDEriCL O114ER BURIED UTILITIES MtgiT EXIST �. ! ` SECTION A A \ rt., ' e j " \ INLET r24 ) zs aRta MANHOLE 93 (rq 55 �.�,(N;• 5T LAKE BEAN ON TFB SVBIECF SITE WHICH ARE NOT SHOWN ON MIS �, ^'' r r;� N�6 r �/ I �: ♦ ELEV. N = 121.18 DRAWING. USE EXTREME rN1IIQN DURING EXCAVATION �. $�'� "V I ❑ O 64 RIM ELEV 124.40 OASIS AT ° PROCEDURES AlID CONTACT SUNSHIItE STAlEOHE 0 �\ % r 5'rr %� �9�ri /' TF` vA♦ IIN ELEV W 118.97 I-E03-432-4770 FOR IXA.CT LOCATION OF BURIED FACILITIESb r r / ♦ \, A v S6 36 LF 15 RCP 0 0.58 IIN. M. (N)=116.97 LAKE RENNET '2 PRIOR TO EXCAVATION OPERATIONS. ' ♦ % i i r Q r�� i `A1 V v r 65 IB LF 15' RCP 0 0.57. APARTMENTS u v. \;��\ �:.••� /r : r i l (' ,% jj r > \ � 57 ALTERED END SECTION F ' A 1 T. - A • A T \� '\ ��.. ♦ \:\ r �/ / Q�� / \ .' \ L \ \ \� '.,� ❑ iMJ. ELEV. = 120.90 66 INLET )124 k (N) 7'S' PROJECT Ito: 2014.0309 % COREXILL ISTI GA1lD CONNECT IrNGRATELEV. AU DATE: B-31-15 5 INLET 0 IIN. ELEV. 117.50 �� <. v v v v., �. r ORn� r Q r � � ', ♦ V� 59 35 LF iB' RCP 0 0.75X (/'i //y ` � 7 r �\ /�P' _ r i �� STORM FAINK E }2 (IQ Oj YARD DRAIN (8 PLACES) 6 / G� r F' / _ ���i �� !, `` \ 6g NORTH GRAMIG AND / "� , 40 ' 0 40 80 RIM ELEV. = 12250 RIM =' 124.08 / ,,/ RN. ELEV. (S) = 117.86 oRNNAGE PLAN �� I IRA/. ELEV. (W) = 117.86 (P 12 PVC DOWNSPOUT DRAIN NORTH GRADING AND DRAINAGE PLAN )°_�� GRAPHIC SCALE NN. ELEV. (N) = 117.76 0 0.5R SLOPE M'". CHECKED: COB DRAV41: AD OMIT JOINTS 5' STANDARD ON CURB (SEE PLANS) RAMPS 1:12 SLOPE MAX 0.02 llAX RAMP AND SIDEWALK CURB 4' MIN. STANDARD TURNOUT GR (SEE PLANS) SIDE STREET A LINEAR SIDEWALK RAMPS 6' TRA45ITIOtI lOCORNER RAMP NIS 3000 PSI (MIN.) CONCRETE RAVP020DNG ti e 2'-0' PLAN SYMBOL NOTE: WHEN USED 014 HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE UP SHALL BE 6', UNLESS OTHERWISE SHOWN ON PLANS. NARTE$) (VARIES) bb oz 02 `� :MP, SIDEWALK RMI P. SIDEWALK OR LANDING OR LANDING SEPARATELY CAST CURB MONOLOTHIC CAST CURB RAMP AND SIDEWALK CURB OPTIONS NOTES,. 1REFERENCE FDOT INDEX 304, PAGE 1, GENERAL AND DESIGN NOTES FOR RAMPS IN R.O.W. 2. CONSTRUCT RAMP TO LEAST POSSIBLE SLOPE (MAX. - 1:12). 'CROSS -SLOPE OF RAMP AND LANDING SHALL NOT EXCEED 1:50. 3. RAMP WITH GREATER THAN A 6' RISE REQUIRES HANDRAILS. SIDEWALK 1/4' PER FT. SLOPE - 1/2 R FRAME & SOLID LID. HEENAi NO R-1974-A (ROUND) OR APPROWD EQUAL. WIRT CLEAR OPENING EQUAL TO PIPE I.D. FINISHED PAVEMENT /-TROWEL-FINISH WHERE REWIRED I �-FINISHED GRADE I 12 CONCRETE - COLLAR 6' TACK 45' BEND 10 CLEANOUT �i ASPHALT PAVING & BASE (SEE SOIL REPORT) TOOLED EDGES CONC. APRON WITH 6601.4xWlA W.W.F. (SEE PLOT PLAN) /5 CONT. x - x O NISI 6 MONOLITHIC CURB NIS 7 CONCRETE APRON CURB &GUTTER N & SIDEWALK DETAIL PVT006.DW 3,500 PSI (MIN.) CONCRETE (REFER. FOOT INDEX RD) PVT003.DNG ® (3,500 PSI (MIND . 2'-6' , 2'-9' _. 11 TRAFFIC DIRECTIONAL ARROWS L SOLID WHITE=-{}�--2 TRAFFIC PALED 12" 12 (N�L (TYPICAL) Kill )m ' b d fl} u �A I Ls✓_.r ��_.i .,st�l�f�i_l NIS 611SC005.DWG GATE VALVE F� BACKFLO'N PREVENTER IN (2 REWIRED) I ACCORDANCE WITH PLANS PFPROVED EY THE WATER TEST COCK (TYP.)-1 UTILITY. BEND REQUIRED) 12' MIN. ABOVE GRADE 18 D ZOR DIAMETER. x fi' e x ER. x 6' FROM MAIN CONCRETE DCOLLAR TO SERVICE ARO(FULL SLAB AS RE(b BY UTILITY) NOTE: ALL PIPE AND FITTINGS 2- AND SMALLER STOLL BE THREADED SCHEDULE 40 DAILY. STEEL OR BRASS, 0SBACKFLOW PREVENTER NIS UTL032.DWC UNDISTURBED\\ �� EARTH SLOPE - 2:1 MIN \\ \ OR SHORING COMPACTED BACKFILL - SEE COMPOSITE UTILITY "D +24' MAX PLAN, UTILITY SPECIFICATIONS AND PROFILE PLAITS UTILITY LATERAL SERVICE QU, DOTE I NOTE I DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REWIRED TO REACH SUITABLE FOUNDATION AND SHALL BE IRE ACCORDANCE WITH ASTM D-2321 T6 TRENCH DETAIL 12' I. 5' N 12' OP OF GRATE = 125.35- GRATE El. 6' 123.60 6' TOP OF WEIR = 124.30- - SOLID 24" INV. = 120.70 WEIR WALL (SOUTHWEST IW. IN) - III' OUTFALL FDOT TYPE "C' INLET PIPE • 18" INV. TN. 118.04 121.41 SECTION CAST IRON SECTION �uT INV. GRATE ) TEOBE: CONTRACTOR 1/4' THICK SHALL SU&MIT SHOP / _ FIB ERGLAS DRAWINGS PRIOR TO SKIMMER 'sI ' FABRICATION! NIS UTU043.[UYG NIS PJTO14GA'i SEE SEPARATE DETAIL FOR SIGNAGE REQUIREMENTS (3) 6WHITE CHEVRONS EQUALLY SPACED PER AISLE WHITE HANDICAP SYMBOL (3' OR 5' HIGH) SINGLE WHITE 4' STRIPE C m KITE ; 3 12 e 5 6�. 12 ;+. FlINSHED GRADES OF PAVEMENT IN HG PARKING AND ACCESSIBILITY AISLE SHALL TNT IXCED I:- SLOPE III AD• DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP K,NDjUP STRIPIR'G SHAL CONFORM TO FDOT INDEX 17346 (LATEST EDITION) 12 HANDICAP STRIPING N; MISC0O ■ NONE: WSi0.t1 i' TOOLED RADIUS ON ALL EXPOSED CURD I EDGES SIMILAR AS SHOWN ON (BRAMP EYQND) (BEY011D) CURB DETAIL CURE � conCREn nLYSH ��e WITH PAVEMEIi ... PAYEAEDR SUBGRADE COMPACTED 6' SPECIFIED AS AS SECTION A -A NIS DRG010.D'WG RAMP 1:12 17 SIDE WALK HANDICAP RAMP NIS nW PSI (MIN) CONCRETE THICK FIBERGLASS SKIMMER I 18" (> - u / I� �, A; j FOOT MOD. -, /� �� TYPE 'C' INLET 18' ouTFAtt PIPE d SOLID 37" WIDE PLAN WEIR WALL PLAN 8A OVERFLOW STRUCTURE #1-S DETAIL NIS aH CONTROL STRUCTURE #1-N ■ NEW 4' CONC. WALK W/ 6X6 WIAXWIA WWE 2-1/2' x 2-1/2' x 4' F.D.C. TOOLED EDGES (U.L/ENT.) WITH POLISHED CHROME PLATED BODY AND POLISHED CHROME TRIM NIS CnecaDWn POD&ED CHRDME PIPE SLEEVE WITH SIGN AS . - REWIRED BY CODE. I -III -III III -II II -III III III III__ GRADE �-ill-III-I I �O NOTE: EXPANSION JOINTS SHALL BE LOCATED AT 0.IL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENUIGS AND AT THRUST BLOCK CHECK VALVE 12' O.C. MAXIMUM, U.L./F.M. APPROVED 6' DIA SID. PIPE FILL W/ CONC. TO APPROX. WT. CROWN CONC. OF 155 LBS. PAIDn SAFELY YELLOW 0 FUN, GRADE OR TOP OF PAVEMENT. `1e I CONC. FOOTDO • 1 M ! I OIA OBOLLARD 10 CONCRETE WALK NIS I O FIRE DEPARTMENT CONNECTION 1 024TM (3,SC0 PSI (MIN)) PVT019.D'WG ® ® _ 12' NOTES. IENERNATIOWL SYMBOL 1. ONE (1) SIGH REQUIRED FOR EACH PARKING SPACE. OF ACCESS (SEE DOTE 5) 2. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS WASHERS AW SCREWS MUST BE RUSTPROOF. 3. CONCRETE FOR FOOTING SHALL BE PORTAND CEMENT AND HAVE A MINIMUM BLUE BACKGROUND COMPRESSIVE STRENGTH OF 3,023 P.11. PARKING BY SYMBOL, ATBACKING 4. SIGNS WILL BE FABRICATED By USDISARMB PERMIT OEM. 3/8- HOLES WITH HOLES DRILLED MESSAGE MO BORDER APPLIED TOIA SHELF ALUMINUM (R80) VIOLATOR WILL ON I' CENTER FULL LENGTH IN METAL POST, (MOUNT WITH 5/16'x2 THICKNESS, BE FOND s_, I/4' BOLTS, TOP AND BOTTOM OF 5 MESSAGE LETTERING S1W1 BE UPPER CASE (WHITEKSERILS B) 2' HIGH IN SIGN) ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SEE NOTE 8 6. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE METAL POST (ASTM A-499 GRADE 60 STEEL (WHICH SHOULD ALWAIS FACE RIGHT) CH A SQUARE BACKGROUND, WITH ASTM A-123 FINISH) INTERNATIONAL BLUE IN COLOR (FEE. SID. 595% COLOR J15183). FIN. GRADE 7. SIGN POST SHALL BE MIT' 1' CLEAR FROM BACK OF WHEEL STOP OR CURB. 3 1/e 8. CONTRACTOR Sf{ALL VERIFY FINE AMOUNT WITH LOCAL ORDINANCE 5/8. 1111 �` INTERPLAM ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURILALID STREET SUITE 100 ORLAIIDO, FLORIDA 32804 PH 407.645.5008 FX 407.629,9124 SEAL NIS MTSC006.DYfG STUART ANDERSON, P.E. FI REG. 460848 KEY TO TYPICAL PAVEMENT SECTIONS cotlsuLTA N: 3/4' TYPE S-III ASPHALTIC CONCRETE - F.D.O.T. SECTION J31 MIN. MARSHALL STABILITY OF 15GOt 3/4' TYPE S-111 ASPHALTIC CONCRETE - FACT. SECTION 331 1 MIN. MARSHALL STABILITY OF 1509g. 6' CRUSHED CONCRETE CWRSE STABILIZED TO A MINIMUM LIMEROCK REARING RATIO (LBR) OF IN AND COMPACTED TO 98% OF THE MODIFIED PROCTOR W. DRY DENSITY (AASHTO T-163). FDOT SECTION 200. DENSITY TEST SHALL BE PERFORMED EVERY 5&N SQUARE FEET. 12' STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING RATIO (TER) OF 40 AND COMPACTED TO 98%. F.D.O.T. SECTION 160. GRASS AREA SIDEWALK 6' VERTICAL CURB 11 PARKING DRIVEWAY PARKING ORTVE 7 1 2\ 3 4 TO TYPICAL PAVEMENT SECTION NIS PVT017mD)AG �CONC. 1FOOTlNG 41 I/4' 13 NIS 14 NOT USED HANDICAP SIGN METAL a PROPOSED OR FUTURE ?� SET COVERS FLUSH 4' THICK CONCRETE CURB ADD GUTTER CONSTRUCTIONQ.2 PAVED AREAS. SIDEWALK SECTION S``� 1'-10'Z A / so 3y 1 2' IXP. 1:12 UAX ,�-� C 4 JOIDN RAMP SEE NOTE 2 C A B VALLEY CURB & MAINTAIN FLO'N LINE GRADE GUTTER GUTTER EPDXY COAL TAR PLAN COATINGS EX ND FOOT 6' I'-6' i'-10' i'-2' INDEX 303 FOR R. P - INFORMATION ADDITIONAL GROUT AS NEEDED _.•.. M1 � 3/4'R FOR POSITIVE FLOW CONCRETE t-� I 6-1/4'� All CONCRETE 'O SHALL BE 3,5N MONOLITHIC HANDICAP RAMP (3M PSI) e_� 5, ©, I DAYS(MIN) AT 28 SECTION B-B NOTE 2: CONSTRUCT RAMP TO LEAST POSSIBLE SLOPE (I/AX = 6° V-10' V_2' 1'-10' V 2' 1:12). CROSS SLOPE OF RAMP AND LANDING SHALL NOT EXCEED 1:50. 3/4'R G 'LP b� 3/4'R 3/4'R 6 I/4 NOTE 1: REFERENCE FDOT INDEX 304, PAGE 1, GENERAL AW DESIGN NOTES, SECTION A -A SECTION C-C )a VALLEY GUTTER NIS RAMP311.DNG (REF: FDOT INDEX 300) PVTODIGNG n BE MANHOLE FRAME & COIER WITH 'STORM' IIAPRIIHED PAX SEE IfOTE 1 1. -E REMA7.:s .. REVISIOIIS � 2 PRECAST 140309 OASIS AT REINFORCED CONCRETE RISER c LAKE BENNET MIN o OASIS AT a 6' MIN TAKE BENNET APARTMENTS 0 a PRECAST REINFORCED ' �+.� PROJECT NO. 20 U MONOLITHIC BASE 2' MINT, DATE: 6-31-15 7 9' BEDDING ROCK TIM 4 I. IN UNPAVED AREAS TOP OF FRAME SHALL BE 2' ABOVE FINISHED GRADE , 2. ALL IN -PAVEMENT STRUCTURES MUST CONFORM TO H2O LOADING R STANDARDS DETAILS O Te STORM MANHOLE NIS s CHECKED: CDB DRAVftl: JFH01 UR003.D'WG ___ of �a FF' r l of 1 rF ti n E:� - I ilt IY ITI.1 _ t' { - T/ ,zI TOTES I I I III IF TFt f fE,IF fi FF 1 '1 It rt ( t FtE-1. V I - F : [ 11, .1111 t «ut E .1. IF W 7111FF[ 11 s. 1116 FT,S E 1 i CP i, In,1;III, r rcsre F e ror unl LL.f L. F f1t F, C 4Ei E" KE .^C,r n,. T L B LEf•DIN li.D MEIl,F'It.G DEIAIL 71 �. t - r_. III i F F FhF 1 HIM 9 = .rT t• �..r r r. 5"It_i i1 CFL L�- At tl C [eE1 �. i LI .10 W-If I t EI 7 — F rE F E 11L ­,FTI IF TE c aI '� —( ' `t 1 i a rna4i` I 11 x P F� {1 'j fN FF rf 'il f I: Flrt Ih 44E F t 11 G 1! f FR \ 14 P s ILL _ OE 1[ \ /F C-I \ P(!'�FFf FFtlrl aC IF OF 1 F 1 E\ , 1 L / .,0 F,MF I TIN AIFF,()VD I'!Fjk-ITIC1. 1ITII \ ` W., a1 F ! F t_ E•osr E ID S l ItC: F EF Z 1 JJt i._i f'1 I 11.i4 Pt IF_1 C`�' DiITIt7 1 F_f.L TS- i l r, ILI p\l l r ILL CCF LJCR W. LLr 1 G't110 P 5 R B TI-. IT, RM k -1 F is CI -. CU' J \ P E f C' 1, 1 ' I 1 M1 it E! i vE_ 67 E+I fP ,AV^I M1,, IF__ I rtl: .L ccLL10 07,EL Wltl 1, AL rJmL I «r IF PLAN Akll, SECTION 0 - ( C d9L "E. fldr (IF' GS' rt ll) TE IIIFFF pF 1 Nu r I 1t. 4 F I R '.4Vr o' bEi. Ri4+; OFFE �f 1- T f`EU CAi � I 1 I i' I r I,. i FIT 1;lsI .n E <0 rFI. .1.Z FE =TEEt P: 7.,0WILVE [ EP1I O 0 L I}t '1P TITI CI IF, S AT f t{T I@ [ A I T ITC..! 1 FF`E. I"Y (( (1AzP TiLL 'IF ,E Ai [tb f E. , F t EC : btL A t, t F t, yf,M M1 , I 1 I 11.0 .I 0FE1F kLE :t [FIT l C A t L5 Ik t E.,L I ,F _ ,AFL FS Ii1 [{ ♦,! ETFEC .t ttl 4 I�sl 1 Ll•-> y ts.E"[� .; CRY PIP UJiF ill It 4',IFE ETA L 1 ti F[ 1 I rL ,I { r f NFL FR,,P D'TAI rr t e r 2 n — rn_ rk c+ I k,Ir_ .) f 4 tl I S E I L JE A L HUR _4 L hSIEILR PIPF �yC LAF ;:re e c \ya, ston PPEr;! t'I,1.HCLF PIPF ( IIHE I.I.. kS F } TL is x., fc-i?^S NI E Y C R .r P, IF « h. .HIE^ 1 I. cF,. ' .P ,HIt IF LONI,rC ��a01 I1S Io IluFi� 1 E fL Irr �f V �rUf ,f�. + TE 5 FF/ KIH� aTkt � 1 i S/ 1 r 1-- F>flF LIT I ❑, l E` 1 `Y:� I E L71hLF j E( , EIE III 2'x ilIT T (I II. rl A ) LE IFTEIT EI I E 11 C t7) 'L F L ! rP') IET \- F If F,1-J, FI {F F hAd F.) 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J60848 CONSULTANT: 1. w,E Kli-ws REVISIONS OASIS AT LAKE BENNET OASIS AT LAKE BENNET APARTMENTS PROJECT 110: 2014.0309 DATE: 8-31-15 C4.1 DETAILS CHECKED: CDB DRAVIII: 7FH C m u R-O-W R 0 W 4.5' 10' 1.5, 8' i i' I i' 8' 1.5, 10' 4.5' CO'tGRETE PARALLEL TNRU-LANE 1 U-LANE PARALLEL CONCRETE SIDEWALK PA,N 2 _ PARKING SIDEYIAIK ( I OCOEE TOWN CENTER RD I I( III III- I -I l TYPE 'F' CURB k GUIiER70 R O W I I l (ASPHALT PA1cMQIT) --- -I OSECTION C-C (ROAD TYPE "C" MODIFIED SECTION) 23 %' TURFSTONE OPEC gffz; 6' CONC. PAVEMENT GRID PAVER OR CURBIt1G 40% OPEN SPACE CLEAN BEDDING SAND 12' SUBGRADE 457 STONE COMPACTED TO 95% COMPACTED TO 95% MoK DENSITY NON WOVEN FILTER FABRIC MIRAFI LIN OR EQUAL CROSS SECTION (� PERVIOUS PAVEMENT DETAIL NTS HELIX BIKE RACK WAA.DERO.COM 888-337-6729 OBIKE RACK SEE DETAIL 3/C4.2 FOR PAVEMENT SECTION NTS NTS R-D-w BY CONTRACTOR (HALE SECTON) Bf OTHERS R-O-W 4.5' FURNISHING 4.5' FURNISHING ZONE ZONE 5, I 5' (MIN.) I 1 (MIN.) 9.5' 1.5, 8' 11 11 8' .5' 9.5, CURB h SIDEWAK PARALLEL THRO-LWE iHRU-W7E PARALLEL CURB h SIDEWALK PPRKR70 2X." PARKLNG 1 111 111� 111 -111- '' -PUBLIC ROAD #3 t I I TREE WELL III ---III Ili60' R-O-W - (BEYOND) I 11111 I.. (ASPHALT PAVEMENT) — OSECTION D-D (ROAD TYPE "D" MODIFIED SECTION) e III -III ,.II. SEE DETAIL 3/C4.2 FOR PAVEMENT SECTION NTS KEY TO TYPICAL PAVEMENT SECTIONS IWERP MINIMUM 3/4' (MINIMUM 1' ON MAINE ST.) FOOT TYPE SP-9.5 SUPERPAVE 'IF-F.D.O.T. ASPHALTIC CONC. FRICTION COURSE -TRAFFIC LVL SECTION 334. ARCHITECTURE QMINIMUM 1-1/4' (MINIMUM 1-1/2' ON MAINE) FDOT TYPE SP-9.5 ENGINEERING 2 SUPERPAVE ASPHALTIC CONCRETE 645E COURSE - TRAFFIC LEVEL 'B' - INTERIOR DESIGN F.D.O.T. SECTION 334, PROJECT MANAGEMENT Q8' LIMEROCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING AA 003420 3 RATIO (LBR) OF 1O0 AND COMPACTED TO 98% OF DIE MODIFIED PROCTOR CA 8660 MAX- DRY DENSITY (AASHTO T-IN). FOOT SECTION M. DENSITY TEST .. SHALL BE PERFORMED EVERY 5,CO3 SQUARE FEET. 604 COURIW}!D S1REE1 STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING SLIDE 100 Q12' RATIO (LBR) OF 40 AND COMPACTED TO 95%. FAQ.T. SECTION 160. ONLAI IDO, FLORIDA 32604 GRASS AREA PH 407.645.8008 FK 407.629.9124 SIDEWALK (WHERE SHOWN ON PLAN) SEAL: CONCRETE CURBING (WHERE WAIT ON PLAN) PARKING DRIVEWAY PARKING Q DRIVE 7 ff,2 3 4 OPUBLIC ROAD PAVEMENT SECTION NTS DETAIL FOR PAVEMENT STRUCTURAL DETAIL ONLY PVIO17JhYG coNlsuualT: rvo c<xe aLr.��ars a REVISIDIIS i OASIS AT LAKE BENNET OASIS AT LAKE BENNET APARTMENTS F PROffCi tlO; 21114.0309 DATE: 8-31-15 `s i' . DETAILS o CHECKED: CDB DRAVIII: M11R5 � �*RELIMINARY LANDSCAPE AND HARDSCAPE PLANS FOR BENNET THE OASIS AT LAKE APARTMENT : ! COMMUNITY CITY OF OCOEE, FLORIDA Sheet Li t Table Sheet Number Sheet Title L - I COVER SHEET L-2 KEY PLAN L-3 TREE REMOVAL PLAN L-4 TREE REMOVAL PLAN L-5 LANDSCAPE PLAN L-6 LANDSCAPE PLAN L-7 LANDSCAPE DETAILS / PLANT LIST L-8 PAVER & HARDSCAPE PLAN L-g PAVER & HARDSCAPE PLAN L -10 HARDSCAPE SIGN ELEVA TION L-11 HARDSCAPE DETAILS L-12 IRRIGATION PLAN L - I3 IRRIGA TION PLAN L -14 IRRIGA TION DETAILS 3 W!1�4000M Ewseychik & Associates Landscape Architects I Gott Course Architects 620 Crown Oak Centre Dr. Longwood, FL 32750 Tel 407 830-8922 Fax 407 830-7689 LC■ 26000310 mailoar-le.com O Emeychik 8 Associates 2015 0 O W O O zD m� W 0 Q � J z W Q 2 w I W Ln Ir W W Q w > Q� Z w 0 0 a ------------ REVISIONS: No. Date Item 0- 0- 0- 0— Seal 1 DATE; 09/30/15 PN05(.5 1-Aa97 z STATE OF p John W11'.m E—ycnik, Registered Landscape A FL Registration -LA 807 DA 7E. 05/12/15 DRAWN BY.' JB CHECKED BY.JE SCALE, N.T.S. SHEET L-1 OF 12 Cl R.dwg SEE SHEET L-3 FOR TREE REMOVAL PLAN SEE SHEET L-5 FOR LANDSCAPE PLAN SEE SHEET L-0 FOR HARDSCAPE PLAN SEE SHEET L-13 FOR IRRIGATION PLAN SEE SHEET L-2 FOR TREE REMOVAL PLAN SEE SHEET L-4FOR LANDSCAPE PLAN SEE SHEET L-8 FOR HARDSCAPE PLAN SEE SHEET L-12 FOR IRRIGATION PLAN WWWO0000 Ewseychik & Associates Landscape Architects I Goff Course ArchUcts 620 Crown Oak Centre Dr. Longwood, FIL 32750 Tel 407 830.8922 Fax 407 830-7689 L0N 26000310 mailaer-la.com ® Emeychik R Associates 2015 0 0 w w O a mW W W O J i— W w 0 1L Wwz Qw aQa REVISIONS: No. Date Item A— A. A- o- a- DATE: 09130115 /' 'p'mse'a rain LA607 A 'L^ STATE.-bf�:V '�<ORtPh John VMlitam Ewseyctuk.,Jc..y Rejstered Landscape`NctHtcecl.. FL. Regishabon-LA 807 BA IF., 05/12/15 ORA HIV 8Y..- JB CHECKED BY.' JE SCALE., NOT TO SCALE 40 NORTH SHEET L-2 OF 14 ER—LS—BASE.deg MATCHLINE SEE SHEET g Trees to Remove Count SIZE Tree 1 8" Tree F 10 8", 8" 1 16", 16", 16" 1 8% 8", 8" 1 12",12" 3 14" 19 8" 8 10" 4 12' Hickory Tree 2 6" 1 12' 2 14" 1 16" Oak Tree 2 4V 1 56" 1 24 ", 24" 1 10", to" 1 46" 3 14",14- 2 44' 1 26",26",26" 5 32" 1 30', 30' 1 22",22" 1 24',24" 2 2s",2s" 1 76" 7 6" 1 38" 3 16",16' 2 18 7 34" 9 22" 46 14" 5 40" 6 28' 4 42" 36 10" 27 16' 34 12" 33 8- 20 36" 6 26a 2 12', 12" 10 24" 12 20" 1 8",8" 7 18" 16 30" 3 10',10" 6 12",12" Palm Tree 2 14" Rain Tree 1 14',14" 2 10",10" 4 16" 1 10"10" 2 12", 12" 1 15" 1 30' 1 12" 12` 1 B.A. 1 8", 8" 8' 8 8", 8" 14 12' 16 8" 4 14" 2 10", 10" 12 10" Total Trees 453 0 TREES TO BE SAVED X TREES TO BE REMOVED Existing Trees to Remain TYPE Couut SIZE Oak Tree 1 42' 1 24" 1 14" 1 16" Total Trees 5 Try, Mifipaon Exi.ang are, Nmg rcm—d fromp Nhy. 452 Evsiing trees )xing raved on pwpmy, 6 Mhig.`,n te4n6r,& 453.5 "()29)3, 5" c41-to<s. P—i&& (220)3.3" caliper —I prmided on Ian t—N plop 3 �e W440ee Ewseychik & Associates Landscape Archfiects I Golf Course Aahhects 620 Crown Oak Centre Dr. Longwood, FL 32750 Tel 407 830-8922 Fax 407 830-7689 LC» 26000310 mailoer-la.com 0 Ewseychik & Associates 2015 0 0 w 0 0 W z y Q 2 W W 1 J �— `'` '- y' z ~ �� a W ci VJ W w ? /Z/� V O w 0 / IV) C\I a REVISIONS: No. Date Item A - 0 0— A— A A_ Seal: >. DATE: 09/30/15 rf v'U�nesC4A s. John Wiliam Evmsych!)f. Registered Landscape FL, Regislration-LA 807 DA 7E* 05/12/15 ORAON BY., JB CHECKED BY., JE SCALE` 1"=50'-0" 7%26m 50' tw SCALES 1'^50'-0' NORTH SHEET L-3 OF 14 ER-LS-BASE.dwq I - , �- . � 0 1 ct'sv6. °°fin °� •, w°� va � oeM t, ° r • PH v4 K \ Ewseychik & Associates e ' oa° \ •; \ v. H _ °�' `0c Landscape Architects) Golf Course Architects 620 Crown Oak Centre Dr. Longwood, FL 32750 % oe °t3Y' 1 \N oaK N • °ii s e `e�`T g` a PP`N e e:�a a$'` s `i Tel 407 830-8922 K v y6 w; \a \ �: a\2 e pPN g'�0 \N a`N a • FaX 407 830-7689 W, I _ LC• 26000310 \° oaK e �• \ N o `2 x 4 ob Rp P 6 N Oa'r�xcvvff,, 0 — P K mall®ef'la.00m yK a 1 ���yyy4x '• os \¢ "" `, c\?`e �1 � (— /) o� —1 r jGS(,,,�d' ; ""• 1 �3�n1 ° e'� ®Evrseychik&Associates 2015 i t " K�V' \ .- , K ttA➢' � pc'^ P\SY K p0 - � °1 ty�p���'t •�i yv, g 0 �� °4• Akw K s\a ❑ +C.J �N _..,_ot %wo" z D °• a x TREE TO REMAIN (TYP.)O ° \\\ w\~r s W 7 r- 6Y 06 c N °2 W T- �0 K" rc K LL. Os' i N \2 REVISIONS: No. Date Item � \ J d \ 0— oaK f O i� ATE. 09/30/15 t�eEQ \Pr4 Edvy,��gP�. Li I Seal LABor s: O *: q� John w111am E-ayr k ,J1 F� ORi l,1ATCHLINE SEE SHEET IMP-1 ReR lend lands -LA 8 Arcf(r n1 FL Regis t,.U.n LA 807 MATCHLINE SEE SHEET TRP-t ° s ' . i DY' 05/12115 ORAYrN BY.' JB CHECKED BY: JE scnce 4' r� 7=:7 o• 25 so' too ob SCALE, 1'-59-O' NORM t SHEET L-4 OF 14 's/ 1 Doti Q5 ��' ER-LS-BASE dwg Ja vws , v e rrs _ v� + u u � _ %%• f un u, � �aT w Ewseychik &Associates 4 ° a Landscape Architects I Golf Course Architects �< k , a s 620 Crown Oak Centre w < Dr. Longwood, FL 32750 « - e Tel 407 4o7830- 922 u .. 689 C �j V h1ATCHLINE SEE SHEET LSP-2 j LC. 28000310 MATCHLINE SEE SHEET LSP-2 9 � Lob�� /off mail®er-la.com o i ,n .F G.L J' 6 « ' r• T � rz a '6 + � ®Evrseychik & Associates 2015 w w u <e n i w •` ce a '" ,� ��\� i i + Z Z j/ W :2 u µ W o Z Q F Q �. a G 60 �� J J CL W F— W M vG2�cso �' iA Q w - � '7 t• ��J ?f �O � "' �� � �� Q �/� L ate. U VJ ttlY�• o U REVISIONS: No. Date Item Seat: DATE 09/30/15 rfEo bg0gn' altEy"VV �•2 LA80Y- O2 ,L 2 O * F,0 v 4 * STATE -L. AVy�Yy C OF * t 'OCORIpN `r� < ^rcctr:Y' John Wham Emeychlk. Jr f= , Registered LandscaperArciH(�L FL. Registration -LA 607 BALE, 05/12/15 BRA MV BY.' JB CHECKED BY., JE SCALE' 1"=30'-a 7Lts mJO r 60 SCALE P-30'-0' NORTH SHEET L-5 OF 14 ER—LS—BASE du,g 9 9 , .o + 1 + r „ w ® GARA a a 4 SPAC ` A — (� 4 SPACES ' ,a BLDG, 3 � e F.F.E.=124.2 BLDG, 2 + ;0 6 ' 6GARAGE SPACES e "a Ewseychlk & Associates 6 GARAGE SPACES a 46 U ITS 46 UNITS Landscape Architects I Golf Course Architects d F.F.E.=N125.0 F.F.E. = 125.0 8 620 Crown Oak Centre Dr. Longwood, FL 32750 (� °^ Tel 407 830-6922 Fax 407 830-7689 CO w4 = b W -\0".50 LC- 26000310 rx mail®er-la.00m �n >= ,%/ 0 Evrseychlk 8 Associates 2015 m i� - . b / w '� � O rr N ' Am; - O LL FLORATAM _ s/ Po — DRY POND #4 8 ' > • s 'FLORATAM ' O \\ d K GRASS � '' • '� � �i. A w LL e z w w LL m w C a „ LL U > e > �o a F- W , 2 , u u, MULCH ii � � � o a w = p 1 U Q t ,z o. a •i „ • r Z�l REVISIONS: n „ A s> ' / uQ• No. Date Item a= , r, , f — i DATE 0/15 PEo �!t E c AP y \� 'NSF; AIE m f a + ai r71 .c y lO + ry John NhHiam Ewseychik,,.Jr I.; Registered Landscape Arc4x�C{ ! MATCHLINE SEE SHEET LSP-t FL Registration -1A 807 MATCHLINE SEE SHEET LSP-1 .� G,p Q•z DA7E., 05/12/15 u DRAWBY., JB , m ; "' •p ,; ` w z1 a ,. CHECKED BK JE SCALE 1'=30, 0„ + 7%:mm7 „ ,. _ :• � e= � SCALE-. r-ao•-o• NORTH =5 SHEET L-6 DE 14 �., ®'� . �/ �� ER-LS-BA5Edwg EDGE OF PAVEMENT DR CURB EDGE OF BEDLINE am NmE' LAYOUT PLAINTS DI A TRIANGULAR PATTERN AS SIBWN, SPACED EQUALLY FROM EACH OTHER TAT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS, SPACING NAY BE AD.IUSTE➢ SLIGHTLY TO CREATE SMOOTH FLOV116 REDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6- 12' UNIFORM CLEARANCE IFTULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEELINE (TYRX SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO MAINTAIN TURN PRaV IDE AGRIFDU/ FERTILIZER TABLETS AT FOLLOWING RATES, 15 GALJ5 TABU THE 30 GAL/10 TABLETS, 65 GAL./IS TABLETS, mt U!E TABLET PER EACH 1/2' OF TRUNK DIAMETER. REINFURCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE Its GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCATIONS (120' AP I) NINIHUBI 2' MATCH AS SPECIFIED AND 12-18' FROM TRUNK 6' SOIL SAUCER TURN BACK BURLAP @F THIRD IF PALLED 6 BURLAPPED, REMOVE SYNTHETIC BURLAP COMPLETELY, RUSH VITA GROUND WOAD STAKE PLANTING SOIL MIX - 1/3 SAND, 1/3 FEAT, 1/3 TOPSOIL. CDNTRACTDR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12' GO ALL SIDES AND 6' ON POT TEM. TREE PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES, 15 GAL./5 TABLETS, 30 GAL./10 TABLETS, 65 GAL/15 TABLETS, OR ONE TABLET PER EACH 1/2' OF TRUNK DIAMETER. PRUNED AND TIED FRONDS TWO LAYERS OF BURLAP TO PROTECT PALM TRUli:{ FIVE 2' x IF x 8' P.T, WILD DATTENS WITH TWO STEEL BANDS TO SECURE BATTENS THREE 2' x 4' P.T. WOOD BRACES To MIL TO BATTENS. DRIVE BRACES TO UNDISTURBED EARTH, HI4 IN4P,1 2' NULCH 6' SOIL BERM PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONNTRACTDR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROUTBALL OF 12' 04 ALL SIDES AND 6' ON BOTTOM. PALM PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFURM (20-ID-5) FERTILIZER TABLETS AT THE FOLLOWING RATES 3 GA../ 2 TABLETS- 1 GAL/1 TAELET, PROVIDE 6' MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM), 2' MULCH MWIMIM - DO NUT COVER MAI SET TIP HE FOOTBALL V ABOVE FINIS! 12' MINIMUM DEPTH OF PLANTING SOIL I IN SHRUB/GRGVIDCOVER PLANTING BEDS PLANTING SOIL NIX - 1/3 SAND, 1/3 PE 1/3 TOPSOIL, CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPRU' SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE IN MAINTAIN FIRM PROVIDE AG%GRH FERTILIZER TABLETS AT THE FOLLOWING RATES -IS GAL./5 TABLETS 30 GALJIO TABLETS, 65 GALY15 TABLETS, OR ONE TABLET PER EACH 1/2' OF TRUNK ➢IAMETER, REINFORCED RUBBER HOSE N10 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE 2' x a'x 8' P.T.P. STAKES MINIMUM 2' NULCH AS SPECIFIED AND 12-18' FROM TRUNK 6' SOIL SAUCER TURN BACK BURLAP UNE THIRD IF BALLED 6 BURLAPPED. REPAVE SYNTHETIC BURLAP COMPLETELY. PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CO' RACTDR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROUT BALL OF 12' ON ALL SIDES AND 6' ON BOTTON. MULTI —TRUNK TREE PLANTING DETAIL NOT TO SCALE LANDSCAPE PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2, ALL PLANTS SHALL BE FLORIDA NO,I OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3, ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, AND AFTER INSTALLATION. 4, ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN, 5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 6. ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2' IN DEPTH, 7, ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3' TOPSOIL. 8, ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 9. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLAINT MATERIAL, IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL, LANDSCAPE CONTRACTOR NOTES: 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER, 'IN FULL' MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 1007. COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER, 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK, IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS SHALL RULE. 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK, 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT, 8 THE PERMITS, AND FOLLOWINGOR ALLHALL BE APPLICABLE RESPONSIBLE CODEDSR PERTAINING TOOBTAINING LL CESSRY THEPROJECT DURING THE COURSE, OF HIS WORK. PLANT LIST SYMBOL QUANTITY 13{1TAItCAI NAME CO1DlON tlAME DESCRIPTION REMARKS REES DAHOON HOLLY 3' CAL.6' 5PRD./12' HT. SPACE AS SHOWN IC I ILEX CA551NE GUY 'OAK OAK LEAF HOLLY IT W HT x 5'-6' 5PR. / 3.5" CAL. SPAYCE AS SHOWN IOL I5 ILEX LEAF' FULL TO GROUND GU SOUTHERN RED CEDAR 12' HT, z 7' 5PR. / 3' CAL. / 65 GAL. SPASPACE AS SHOWN JV 25 JUNIPERUS SILICICOLA GUY 5B LAGERSTROEMIA INDICA RED CRAPE MYRTLE 10' HT, I SPR, 2-1/1 CAL., MULTI -TRUNK GUY AS SHOWN LI 'NATCHEZ' LIGUSTRUM JAPONICUM LIGUSTRUM TREE 8' HT, W 5PR., 2-1/2' CAL., MULTI -TRUNK GUYSPACE AS SHOWN LL 116 'JACK FROST' MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 14' HT.xT SPR. / 3-I/2" CAL. / 65 GAL. GUYSPACE AS Sf+OWN MG 26 'D.D. BLANCHARD' CUNT. FULL 16 HT.0' SPR. / 4-1/2' CAL. / BNB AS SHOWN MGI 3 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA SPECIMEN FORM GUYCE 'D.D. BLANCHARD' CANARY 15LAND DATE PAL 14' CH,STR IGHT TRUNK, SPECIMEN FOR CE AS SHOWN PC 2 PHOENIX CANARIEN515 C GUY DATE PALM 14' CH, STRAIGHT TRUNK, 5PECIMEN FOR AS SNONN PD 4 PHOENIX DACTYLIFERA CLASSIC CUT GUYCE VIRGtNIANA LIVE OAK 14' HT X 7' 5PR. / 3-1/2' CAL. / SPACE AS SHOWN QV 35 GR3ERCU5 65 GAL. CONT. GUY 29 QUERCUS VIRGINIANA LIVE OAK 14' HT X 7' SPR. / 3-1/2' CAL. / SPACE A5 SHOWN GUY OVH 'HIGHRI5E' 65 GAL. CUNT. 14' C.T.; STR TRUNKS SPACE AS SHOWN 5P IB SABAL PALMETTO CABBAGE PALM 3-5 FRONDS MINIMUM. TIE WITH HEMP. GUY 20 TAXODIUM DISTICHUM BALD CYPRE55 14, HT x 7' 5PR. / 3-1/2' CAL. SPACE AS SHOWN GUY �UA 102 ULMU5 AMERICAN 'ALLEE' ALLEE ELM 14' HT x T 5PR. / 3-1/2' CAL. SPACE AS SHOWN GUY SHRUBS 76 CRINUM ASIATICUM PURPLE CRINUM LILY 40" HT. x 40' 5PRD. /FULL / IOCi AS SHOWN CA 'QUEEN EMMA' 5EMPERVIREN5 ITALIAN CYPRESS 6-0 'NT. FULV STR TRUNKS SPACE AS SHOWN CS 9 CUPRESSU5 GUY ES 62 EUGENIA 5PP. SIMPSON'S STOPPER 40' OA. / FULL / 7 GAL. CO`TL 45" O.C. ICB 3g2 ILEX CORNUTA BUFORD HOLLY 24' O.A. / FULL / 3G 30" O,C. 'BUFORDI I' FLORIDANUM FLORIDA AN15E 24"-3d' HT. x 1V-IB' SPRD. / FULL / 3 G 30, O.C. IF BR, ILLICIRD LC 1046 LOROPETALUM CHINENSIS FRINGE FLOWER 24- HT. x 24' SPRD. /FULL / 7G 319 'RUBY' VIBURNUM ODOPAT155INUM MIRROR -LEAF VIBURNUM 30 HT. x 30' 5PRD. / FULL / 3G 4B" O.C. VA 'AWABUKI' ODORA-FIS51NUM SWEET VIBURNUM 24" HT. x 16' 5PRD. / FULL / 3G 30, O.C. VO 1017 VIBURNUM VWS 486 VIBURNUM OE30VATUM DWARF WALTER'I VIBURNU 24" NT. x 24' SPRD. /FULL / 3G 30" O.C. 'MRS. SHILLER5 DELIGHT' GRUUHDCOVERS SEASONAL FLOWERS IF NAPE IT VARIETES To AN 979 ANNUALS ARCHITECT OR TOI INSTALLATION BE 671 BULBINE FRUTESCEN5 TANGERINE BULBINE 12' HT, x 15' SPRD. / FULL / IG DB togo 'HALLMARK' DIETE5 BICOLOR YELLOW AFRICAN IRIS 12' HT. x 15'. 5PRD /FULL / IG 24" O.C. DE 1162 DURANTA ERECTA GOLD MOUND DURANTA 16' O.A. / FULLY 3G 24" O.C. 'GOLD MOUND' TA5MANICA FLAX LILY 18' HT. x 24'. 5PRD / FULL / 3G 24' O.C. DT 402 DIANELLA LIRIOPE MU5CAR1 'EMERALD EMERALD GODDESS LIFTOFF MIN. bBIBS / IB'O.A, / tG 24' D.C. LEG 1182 GODDESS' PPI5,471 24° O.C. RI 5333 RHAPHIOLEP15 INDICA WHITE INDIAN HAWTHORN 15' O.A. / FULL / 3G TA 1025 'ALBA' TRACHELOEPERMUM ASIATICUM A51AN JASMINE MIN. 12 RUNHEIRS / FULL / 1 GAL. SOD ALL UNDATUPI ST. AUGUSTINE GRA55 SOLID, FREE OFPE5T5 AND DISEASES FIELD VERIFY QTY. AREAS OEll- 7ENOTAPHRUM LANDSCAPE CITY OF OCOEE NOTES 1, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. 3 w9w0own Ewseychik & Associates Landscape Architects I GIN Course Architects 620 Crown Oak Centre Or, Longwood, FL 32750 Tel 407 830-8922 FaX 407 830-7689 LCe 26000310 mailoer-la.com © EEYseychik 8 Associates 2015 REVISIONS: No. Date Item 0 - Seal DATE: 09/30/15 ri Cp A USC'Q�C, f �p VS'.N E yy,�;�y,PFCI 3:, : LA807 ; STATE DP .. � John V ria EV eychik Jr Registered LandscapeilrcfDtreCl. FL. Registration -LA 107 - DATE: 05/12/15 DRAWN BY, JB CHECKED BY, JE SCALE., N.T.S. SHEET L-7 OF 14 ER-LSD.dwg 2 =� \ \ b 2 E 41' c - `> Imo_ Ewseyehik & Associates \ ,. ----- landscape Architects I Golf Course Architects 620 Crown Oak Centre u 2. Dr. Longwood, FL 32750 i Tel 407 aso asz2 A- � .:.,u Fax 407 830-7689 MATCHLINE SEE SHEET HSP 2 L 3 c. x60000 1 MATCHLINE SEE SHEET HSP-2 mail®et-la.o0m •T Sp GF `Y ®Evrseychik &Associates 2015 +/-6-0"BLACK DECORATI FENCE(TYPJ g ry o INSTALL PER MAN UFACTUR NSTRUCTIONS ry \ �\ o 2' STUCCO �' �- �\ •� � COLUMN (TYP.) y ` PAVERS +-1,690 SOFT. �! ENTRY SIGN �ryA �y j2 W ZZ /\ 2'STUCCo \. COLUMN (TYP.) \ 2• /` 'O Y Q N F't�96G2Fs.0 CC o o z \/ ," Q ® B w GAS REVISIONS: R. yQP No. Date Item i +1-370SO.FT.�— a�' \ `L PERMEABLE PAVERS,� AT EMERGENCY L�- 6AT TYP.) ENTRANCE >9s 6'-0" BLACK DECORATIVE FENCE (T) INSTALL PER MANUFACTURER'S INSTRUCTIONS Q_ • ��h Seal' DATE: 09/30115 F c p�\ F a YS ' 3.°z LAS07 ENTRY SIGN Ct,' * �• �y 4 * OFAi cCLLLCF.'; .✓ John Wm.. E—y6i JI Registered LandscaperAr-ti FL Re9islratlon-LA 007 - DA TE.' 05/12/15 DRAIN BY.* JB CHECKED BY.: JE SCALE 1"=30.0" 7�:74 0' 15 39 sa SCALE t'-00'-0• NoKrH SHEET L-8 OE 14 ER—LS—BASEdrrg -, PAVERS " i STATE a� i,'` +1-356SQ �oF John`Mllla EvseYclul�Jr_ Reptered Land—c ,er41c ,C'{. y Q .T sp ` A4ATCHLINE SEE SHEET HSP•l FL Registration -LA 807 05/12/15 IAATCHLINE SEE SHEET HSP ORAVYN UK' 0)?A CHECKED BJE Y: 1=36,-0' SCALE: , SCALE NORM S1''3a'-0� �. pry SHEET L-9 OF 14 ER—LS—BASEdwq rrty l — — CAITIaY �Ir;nt ( :3 TOTAL) - PLAN LOGO = 8.23 S.F. LETTERING = 13.92 S.F. TOTAL = 22.15 S.F. CAST STONE OLUMN CAPS 7-7 SCALE: 1/2°-1'-O" luln w.sA.x. B ENTRY SIGN (3 TOTAL) - ELEVATION SCALE: 1/2°-1'-O" 60'-0° O.C. TYPICAL STUCCO WALL MH MEOW SM000 ROAD FRONTAGE FENCE/WALL AND COLUMNS SCALE: 1/2°-1'-O" 3 W1400� Ewseychik & Associates Landscape Architects I Golf Course Architects 620 Crown Oak Centre or. Longwood, FL 32750 Tel 407 830-8022 Fax 407 830-7689 LOe 26000310 melloer-lexom a Emeychik 8 Associates 2015 sc sc 0 0 U O W 0 M W W® W U H U) F— W � Q w a N o <(L Z _ 0 REVISIONS: No. Date Item A- A- A_ A- A - Seal: DATE- 12/02/15 John Wiliam Evseychik, Jr.. Registered Landscape Architect FL Registration -LA 807 DATE- 05/12/15 DRAWN BY' JB CHECKED By.* JE SCALE N.T.S. SHEET L-10 OF 14 HSD. dwg 3'-0' COLUMN CAP 2'-2' CMU COLUMN �Zx A W2. B C 20 D 3'-7Yz' 1'-8" E 2°j 10, I'- 41V L2'-Gdl? _ I H J K L A. PRECAST COLUMN CAP. ATTACH TO COLUMN UTILIZING RAKED MORTAR BED. B, e'xBAO CMU LINTEL BLOCK WITH (1)#5 RE -BAR CONT. C. APPLY MIN. 5/8" THICK STUCCO IN MEDIUM FINISH. PAINT COLOR BY OWNER. D. 2' CAST STONE SIGN TRIM WITH BULLN05E EGDE. PAINT COLOR TO MATCH ALL WALL AND COLUMN CAPS. E. B'XB' GREEN ONYX TILE INLAY SET AT 45'. F. 2'-2" SQUARE 6N8°x16' CMU BLOCK CLUNM WITH (1)95 RE -BAR VERTICAL AT EACH CORNER. FILL CELLS WITH CONC. G. CAST STONE COLUMN BASE VENEER. PAINT COLOR TO MATCH ALL OTHER WALL AND COLUMN TRIM PIECES. H. W8'x16" CMU STEM WALL. FILL ALL CELLS WITH CONCRETE. J, FINISH GRADE K. 10' THICK x V-4" SQUARE 31000 P.5.1. CONCRETE TOOTER W/ (3) 05 RE -BAR IN EACH DIRECTION AS SHOWN. PROVIDE (1)05 VERT. RE -BAR IN EACH CORNER. L. CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. SMALL COLUMN AT SIGN AND ORNAMENTAL FEATURES SCALE1 V-5' COLUMN 6Yz' i 10' 2" 4'-e" 2'-8° 7'-2V 2° 2'-0' g'- 8' MIN II 4'-6' 2'-9" CMU COLUMN B C D D F G H J K A. PRECAST COLUMN CAP. ATTACH TO COLUMN UTILIZING RAKED MORTAR BED. B. 81x8'x16" CMU LINTEL BLOCK WITH (1)05 RE -BAR CONT. C. APPLY MIN. 5/8' THICK STUCCO IN MEDIUM FINISH. PAINT COLOR BY OWNER. D. 2' CAST STONE SIGN TRIM WITH BULLN05E EGDE. PAINT COLOR TO MATCH ALL WALL AND COLUMN CAPS. E. e"X8" GREEN ONYX TILE INLAY SET AT 45'. F. 2'-B' SQUARE e'x5'x'(" CMU BLOCK COLUNM VBTO (I)95 RE -BAR VERTICAL AT EACH CORNER. FILL CELLS WITH CONC. G. CAST STONE COLUMN BASE VENEER. PAINT COLOR TO MATCH ALL OTHER WALL AND COLUMN TRIM PIECES. H. BN12NIO CMU STEM WALL. FILL ALL CELLS WITH CONCRETE. J. FINISH GRADE K. 10' THICK x 4,_("SQUARE 3,000 P.5.1. CONCRETE FOCTER HI (4) #5 RE -BAR IN EACH DIRECTION AS SHOWN. PROVIDE (1)05 VERT. RE -BAR IN EACH CORNER. L. CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. LARGE COLUMN AT SIGN AND ORNAMENTAL FEATURES ',�TR��TILR4L hOTF�' er CAST STONE / EY5 CAPS AND BANDING ARE NON-5TRUCTURAL ELEMENTS. rr THE 5TRUCTURE5 DEPICTED TO BE OYWED AND MAINTAINED BY THE 'THE OA515 AT BRANDON'. !r UTILIZE DURA-WIRE ON CMU 41ALL EVERY OTHER COARSE. THE 5TRUCTURES DEPICTED MEET THE REQUIREMEMfS FOR THE 24J.0 F(02�IDA�' ILDII.�4S>nF WIND LOAD REGUIREIIENTS m 130 MPH. ALL STEEL TO BE GRADE #60. ALL MORTAR TO BE TYPE '5'. WIND IMPORTANCE FACTOR AND BUILDING CATEGORY - 1.0 WIND EXPOSURE -CATEGORY 'B' INTERNAL PRESSURE COEFFICIENT = N/A WIND PRE55URE FOR EXTERIOR CLADDING - 10 P.S.F. NA.O PRECAST WALL CAP. ATTACH TO WALL UTILIZING RAKED MO RTAR BED AND TRU55 TIES. B. 8"x8'zlb° CMU LINTEL BLOCK WITH (1)95 RE -BAR CONT. C. ATTACN 3" THICK STACKED STONE VENEER TO SIGN WALL UTILIZING TRUSS TIES AND MORTAR.STONE TYPE AND COLOR TO MATCH BUILDING STONE WORK. D. 4' CAST STONE SIGN TRIM WITH BULLN05E EGDE. COLOR MATCH ALL WALL DETAILING AND COLUMN CAPS. E. ATTACH 12' X 12' SQUARE GREEN ONYX TILE TO SIGN FACE UTILIZING TRUSS TIES AND MORTAR, F. SIGN LETTERING AND LOGO - ATTACH TO WALL UTILIZING PIN MOUNTS. STYLE AND TYPE BY OWNER. G. DOUBLE e'X6'XI(,' CMU BLOCK SIGN WALL WITH (I)05 RE -BAR VERTICAL @ 32' O.C. AND END CONDITIONS. FILL CELLS WITH MORTAR. J. 12'-5'x16' CMU STEM WALL. FILL ALL CELLS WITH CONICRETE. K. FINISH GRADE. L. 10' THICK x W-O' WIDE 3,000 P.5.1. CONCRETE FOOTER W/ (4)05 RE -BAR CONTINUOUS A5 SHOWN. PROVIDE (1)05 VERT. RE -BAR @32' O.C. AND END CONDITIONS. M. CLEAN BACKFILL COMPACTED TO q5% PROCTOR DENSITY. DOUBLE SIDED MEDIAN SIGN WALL SCALE' 1/2"-1-0" A B C D E N-O' I_ 74 r-0°x AT SINGLE SIDED SIGN WALLS A. PRECAST WALL CAP. ATTACH TO WALL UTILIZING RAKED MORTAR BED AND TRU55 TIES. B. 81x81x16' CMU LINTEL BLOCK WITH (1)#5 RE -BAR CONT. AT I C WALLY PAIANT COLIOR THICK STUCCO IN MEDIUM FINISH. TO (NOT WALL CAP REDUCED AT BACK NGLE-51DEDHALL SIDED WING WALL5) D. 61X8°XI6' CMU BLOCK WALL WITH (1)05 RE -BAR VERTICAL @ 32" O.C. AND END CONDITIONS. FILL CELLS WITH CONC. E. 3' THICK STACKED STONE VENEER. ATTACH UTILIZING TRU55 TIES AND MORTAR. STONE TYPE AND COLOR TO MATCH BUILDINGS. F. 2-&'W,l6" CMU STEM WALL FILL ALL CELLS WITH CONCRETE G. FINISH GRADE H. to' PROVIDE (1)#5 VERT ANDTHICK E RE BAR @32 CONCRETE END WTON55 RE -BAR CONT. AS SHOWN. J. CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. WING WALLS AT SIGN AND ORNAMENTAL FEATURES SCALE 1/2 1 O 5 NOTES A. PRECAST COLUMN CAP. ATTACH TO COLUMN UTILIZING RAKED MORTAR BED. B. 8'.6NIG' CMU LINTEL BLOCK WITH (1)#5 RE -BAR CONT. C. APPLY MIN. 5/8' THICK STUCCO IN MEDIUM FINISH. PAINT COLOR BY OWNER. D. 2'-0' SQUARE 8'xWxl6' CMU BLOCK COLUNM WITH (1)#5 RE -BAR VERTICAL AT EACH CORNER. FILL CELLS WITH CON-. E. 3NIVA0 CMU STEM WALL. FILL ALL CELLS WITH CONCRETE. F. 5'-2' HIGH DECORATIVE COMMERCIAL GRADE ALUMINUM FENCE WITH DOUBLE RAIL TOP AND SINGLE RAIL BOTTOM. G. 2' SQUARE FENCE P05T TO EXTEND A MIN. 2' DEEP INTO GROUND. H. SET FENCE POSTS IN 10' DIA, P05T HOLE AND SET WITH CONCRETE AS SHOWN. J. FINISH GRADE K xWNERREAR(RE-BAR IN EACH DIRECTION AS SHOWN. PROVIDE (1)#5 VET. REBIN EACH CORNER L. CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. PERIMETER FENCE AND COLUMNS SCALE' 1/2"-1'-0" NOTES A. PRECAST WALL CAP. ATTACH TO WALL UTILIZING RAKED MORTAR BED AND TRU55 TIES. B. e'xe°xl6' CMU LINTEL BLOCK WITH (1)#5 RE -BAR CONT, C. APPLY MIN. 5/8' THICK STUCCO IN MEDIUM FINISH TO BACK OFF WALL. PAINT COLOR BY OWNER. D, 4' CAST STONE SIGN TRIM WITH BULLN05E EGDE. COLOR MATCH ALL MALL DETAILING AND COLUMN CAPS. E C14 3 COLOR STACKED TONE VENEER SIGN WALL UTILIZING TRU55 TIES AND MORTAR. STONE TYPE F. e'XB°XIG' CMU BLOCK WALL WITH (1)#5 RE -BAR VERTICAL @ 32° O.C. AND END CONDITIONS. FILL CELLS WITH MORTAR. J. 12'xbNIG' CMU STEM WALL. FILL ALL CELLS WITH CONCRETE. K. FINISH GRADE. L. to, THICK 4'-0' WIDE 3,000 P.S.I. CONCRETE FOOTER 4I/ (4)05 RE -BAR CONTINUOUS AS SHOWN. PROVIDE (I)#5 VERT. RE -BAR @32' O.C. AND END CONDITIONS. M. CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. ORNAMENTAL FEATURE WALL SCALE' 1/2-1-0" w1w000m Ewseychik & Associates Landscape Architects I Golf Course Architects 620 Crown Oak Centre Dr. Longwood, FL 32750 Tel 407 830-8922 FaX 407 830-7689 LC. 26000310 mailer-laxom © Evrseychik & Associales 2015 a 0 0 Z W J o _jZ w U w (� 11QJ � w z 2 w ® Q a REVISIONS: No. Date Item Seal: DATE: 09/30/15 r ¢d a DSc p Ay_ xptl E Yy.�Cq�� (rfy t n 'Y� 2 LA807 Z STATE -a * of T?. FtomDA «.e�7 John V1AIham Evrseychik„JI, '' Registered Land5capceir- WA[( FL Registration -LA 807 OA TE, 05/12/15 ORAON BY'' JB CHECKED BY.: JE SCALE: N.T.S. SHEET L-11 OF 14 HSO. dwg UINTERIOP. OPT EXTERIOR WALL MINIMUM CLEARANCE FOR DOOR OPENING ry— MODEL IC-XXOO-N CONTROL WIRE IN ELECTRICAL COIIDUIT. 517E AND TYPE PER LOCAL CODE 1/2' PO4ER SUPPLY CONDUIT J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE 0-1—CORE WALL MOUNT CONTROLLER PAINT ALL RISERS 'BLACK' .ALL cR ETR—RB PV.ETK IS E- RUNTER T'tP ROTATGR BE RI EE PLASTIC "on— ADAPTER' ULLATRVI0.ET PROTECTIVE PVC PLANT HATERIAL FINISH GRAD—OPGP MULCHADOV GABEPLANT *-C NIIFFPLE - EMQNDTTANT O 4�OV MATERIAL Sul 40 ELL PVC EON e0 STREET ELL L (iE CF, ns aecvlaULL PVG ECH 40 STREET ELL ECH 40 T. CR ELL LATERAL PIPE STEEL A1' E SHRUB RISER DETAIL FINISH GRADE 24" LATERAL 4" 24 V. 8" WIRE MAINLINE 4" MAINLINE LATERAL & 24V 4V1RE 15-24' COILED WIRE WATERPROOF CONNECTORS (2) QI PCN PA188LER NOZZLE ID TAG Q2 SCH BO NIPPLE REMOTE CONTROL VALVE O3 FINISH GRADE MODEL ICV-(511E,5EE EQUIP. 5CHEDULE)G WITH FILTER 04 5CH 40 THREADED COUPLER SENTRY (TS') PRO FLEX SWING JOINT: HUNTER 'PRO -FLEX' TUBING 4 FINISH GRADE �H56E-050 ELEOWS (2), AL50 MARLEX STREET ELE.O;d (1) STANDARD VALVE BOX �G LATERAL TEE OR ELL LATERAL PIPE -SCH 80 T,O,E, NIPPLE ®D K VALV5EOF 50M -MAIN LINE PIPE l FITTINGS FTW -BRICK SUPPORTS (4) -3/4' MINUS WASHED GRAVEL -PLACE CONTROL WIPES UNDER MAIN ICV-151 OR 201 GLOBE VALVE UPC_N BUBBLER MODEL ET SYSTEM SENSOR (OPTIONAL ET WIND NOT SUrJAB E P05T OR POLE MG)NT. MIN (,ft. ABOVE TURF, gMIINR111511 AWAY FROM COt`IDUIT FRSOM ET SYSTEM SENSOR TO ET SYSTEM MODULE MODEL ET SYSTEM MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER COMPATIBLE HUNTER CONTROLLERS: 5RC, PRO-C, I -CORE, ACC COMMUNICATION WIRE FROM SENSOR TO MODULE K� HUNTER ET SYSTEM CONCRETE SLAB --� 4 > �/ WIRE SLEEVE / \a' PVC LATERAL 4" PIPE SLEEVE 4" 4" 4, „ 24V WIRE & YlIRE SLEEVING PIPE FINISH FINAL GRADE ,/ BACKFILL I COVER t) BURY ITEM BEDDING EXCAVATED MATERIAL BEDDING AND COVER SHALL BE FINELY O MATERIAL SHALL BE SCREENED WIN NO TOPSOIL KITH NO ROCKS LARGER THAN 1". ROCKS, TRENCHING DETAILS POWER SOURCE NOTES: I. BEDDNG SHALL BE PLACED AID —FLED PRICK TO IISTALLATEN OF BURY ITEM. 2. BACKMLL SHALL BE PLACED IN MAXIMUM 6' OFTS. 3. SLEEVE ALL PIPE AND WRE SEPARATELY. SLEM 2 X GIA. OF PIPE in. 2'). ONE PIPE PER SEEEVE. SLEEVES TO BE PRIDED AND SOLIElIT WELDED. 4. ALL PIPE TO BE V ISTALLED PER MANUFACTURES ERECIFICATGNS WITH PIPE LA➢ENG FACGG UP FOR FSPECpVr PURPOSES. PROVIDE A MINIMUM OF 2' CLEMMCE TO SIDE Cr, TRENCH{ AND BETWEEN PIPES. 5. ALL In V. WRING SKULL BE INSTALLED IN ACCORDANCE MTH LOCAL CCOE RECOREMENTS 6. TAPE AND SCROLL IRRIGAT(N Connno. WIRES EVERY 10'. -IRE LOOSE 20 LOOP AT ALL CHANGES GF DIRECTION -V 101. J, RERMOINSTALLED In CA HON MUM 2' SCNEDULEO401 GREYLLELECTRICAL C1MCE PIPE La ALL DE CONRICH CR AS APPROVED. & 'NIX( POTABLE' WARNING TAPE TO BE INSTAllED on ALL PRESSURIZED MAINLINES 12' ABOVE THE P'FE. 9. I`ISTALL ONE ADDITO"I AL SLEEVE SZED 10 MATCH THE LARGEST REQUIRED SLEEVE WTH ENDS TAPED FOR FUTURE USE. 10. SLEEVES TO EXTEND A mrAMUM OF 12' PAST HARDSCAPE PLANTERS, CURDS. SOEWAVS, ETO SLEEVES TO BE STAGGERED/OFFSET SO THAT SAEBE USE 15 nor OBSTRUCTED BY OTHER PIPES 11. WNERE PRESSURE SUPPLY IGPING 15 INSTALLED MTHOOT CONTROL. WRING, A 14 GA. TRACKING ARE SHALL BE INSTALLED, HEAD DETAIL SPRAY NOZZLE CHART SYM NOZZLE NOZZLE PATTERN GPM A MAROON Be' A ETAHLEARC .Is B MAROON IPA• ADNSTABLEARC .37 MPIcao C IT. BLUE 2DR ADRRTABLEARC As 645'ra8:u; D LT. BLUE ZJO' ADASTABLEARC .57 E IX 1 06a- ARC Is F HLACK W' ADNSTABLEAFlC .40 G BLACK 19o• ADAISTABLEARC .Z4 MP200o N GREEN 21 o'ADNSTADLE ARC .66 tY-21'raQv: 1 GDEER Z]0' ADAISTA➢LE An. i.,a J FlED — ABC 1.4) K BLUE WADJ1—INEARc .66 L BLUE 166' ADNSTMLE MC Lag MPa00o M YELLC4V 21a` ADNSTATLE ARC 212 22-3U rad N YELLO'N "a• ADAISTABLE AND 2.13 O GRAY — ARC a.. P TURGOIIISE 46'-106' ADAISTABLE ARC S BIG_A O IVORY 1.11LEFTSIFOR 22 CORNERS R COPPER SY15' FIGHT SITUR 22 S BROWN 5Yaa 5mS IP .44 T PCNIa 1.W GPM FLOOD BUBBLER I.oa BUH6LEFl5 AND MICH0. U V PCNso .Ea GPM FLOOD BUBBLE. Sn-20 E.- IBADIUS :o ,1T SPRAYS Ly 6n-214 —'RADIUS X MSF 100' S'RADNS .EO IRRIGATION NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. OF la -I OF 2) MAINLINE BE BURIED TO NIMUM DEPT" OFMINIMUM H1 " OF COVERER. ALL PSHALLHBELBURIEED LALL ATERAL PIPING TO A MI I 1RADE/T1 OF IAFLCH HEADE 6' FRG'1 FULX5 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P.V,G. FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. TREE'ER BODY AEEEaXTR Z —LE CHART 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALL5. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. S REE fLL 6) ALL RISERS SHALL BE PAINTED BLACK. PIPE 12-INCH K.TI: 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH "I Lt1 SPRAY NLEaEARS ULTRA -VIOLET LIGHT PROTECTED P.V.G. CLAMPS. —I m TEE OR ELL B) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP-TITE CONNECTORS AND SEALANT. EET B-L 9) THE CONTRACTOR SMALL PREPARE AN AE-BUILT DRAWING ON A REPRODUCIBLE PAPER RRIGATION. A ITYLAR OR SEPIATHE (OBTAINED (LANDSCAPE ARCHITECT FOR FEE. (5EPIA OR ORIGINAL PLANMAYM Y BE FROM THE ALL MAINLINE AND VALVES BY SHOWING EXACT LATERAL PIPE THE DRAWING SHALL LOCATE MEASUREMENTS FROM HARD SURFACES, 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES, 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE ALL LINES SHALL BE INSTALLED ON THE AREA 15 SHOW HERE THE LAN SCOPELY. IN5S. 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 36" FROM ANY SIDEWALK, PATIO OR ROAD. HEIGHTPOP-UPTHAT15 N A SHRUB BED SHALL BE 5HOANHE 13) T14EX ENEDTHE LANDSCAPE ARCHIECT IN L 14) THE CONTRACTOR SHALL EXERCISE CARE 50 AS NOT TO DAMAGE ANY EXISTING LE FOR THE IMMEDIATE REPAIRS 514ALL SE RESPONSIBLE UTILITIES.THE AND SFANO DAMAGE TCAUSED BY HIS BE AULLRDNTEFD EFECTTSFINRONE EQUIPM NTFROM THE DATE T AND HORKMAN5HIPF FINAL 15) VIORK AALL CCEPTANCEHAILL AGAINST 16) USE (N. OF 12 GAUGE HIRE FOR ALL. COMMON 11 I D 14 GAUGE ALSO TO PROVIDE 3SPARE CONTROL WIRE FOR ALL CONTROLo WIRES! CONTRACTOR WIRES FOR ANY FUTURE USE. 17) CONCRETE THRUST BLOCKS ARE TO BE UTULDED AT ALL MAINLINE DIRECTION CHANGES. T ALL 10) ALL SHALLABE INCLLUDED TOPROVIDECA FULLY FITTINGS ANDOAPPUR ENANCES WHICH FUNCTIONAL IRRIGATION SYSTEM CAPABLE OF PROVIDING 100 PERCENT COVERAGE WITH A 50 PERCENT OVERLAP. 19) THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL FIXTURES AND ENERGY STARC APPLIANCES AS INCORPORATE WATERSENSEP PLUMBING REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEES CODE OF ORDINANCES.- 20)OVCD11WIDEPARTMENT FOP OFF PLUMBING IRRIGATION Y5 SYSTEM WATER CONSERATIONNSSPECTIION GALLING 407 905 3159.- EQUIPMENT LIST SYMBOL DESCRIPTION QUANTITY O 6" POP-UP SPRAY - HUNTER INDUSTRIES MPR40 W/MP2000 NOZZELS 452 12' POP-UP SPRAY - HUNTER INDUSTRIES MPR40 W/MP2000 NOZZELS 1,549 ® SPRAY ON RISER - HUNTER INDUSTRIES IN5T-00-CV-MP2000 0 HUNTER INDUSTRIES - 4" POP-UP POP ROTORS- PART RADIUS 48 HUNTER INDUSTRIES - 4" POP-UP PGP ROTORS- FULL RADIUS HUNTER 'ICV' 5ERIE5 ELECTRIC VALVE WITH ACCU-SET PRESSURE REGULATOR 2" HUNTER 'ICV' SERIES ELECTRIC VALVE WITH ACCU-SET PRESSURE REGULATOR 1 I/2" HUNTER 'ICV' SERIES ELECTRIC VALVE WITH ACCU-5ET PRESSURE REGULATOR I° HUNTER ACC 12 STATION CONTROLLER, 120VOLT INSTALL WITH A ET SENSOR AND BY-PASS BOX. GROUND WITH AN B' COPPER CLAD ROD. HUNTER "ET -SYSTEM' EVAPOTRANSPIRATION SENSOR AND WEATHER CONTROL SYSTEM 2' RE-U5E IRRIGATION METER TO PROVIDE 50 GPM AT GO P51 (AFTER A FIELD TEST BY THE IRRIGATION CONTRACTOR, IF PRESSURE 15 BELOW 40 PSI, A BOOSTER PUMP SHALL BE ADDED) 3' GATE VALVE 2' POTABLE IRRIGATION METER TO PROVIDE 60 GPM AT GO P51 O 1 2' DOUBLE CHECK VALVE BACKFLOW PREVENTOR I LATERAL LINE 51ZE PER PLAN SEE PLAN 3" MAINLINE CLASS 200 P.V.C, SIZE PER PLAN SEE PLAN SLEEVING - 5CH, 40 P.V.C, MIN. DEPTH OF 24" SEE PLAN (ALL G" SLEEVES TO HAVE ACCOMPANYING 2" SLEEVE FOR WIRE5) IRRIGATION TO CONNECT TO RE -USE. ALL PIPING AND COMPONENTS TO USE PURPLE W94010 Ewseychik & Associates Landscape Architects I Golf Course Architects 620 Crown Oak Centre Dr. Longwood, FL 32750 Tel 407 830-8922 Fax 407 830-7689 Low 26000310 mailer-la.com 9 Emeychik 8 Associates 2015 Q 0 O O 0 r z WW WW W® 1— J L z Q w Q o < ( w _ z w Lr 0< REVISIONS: No. Date Item A- �I_ T DATE:09/30/15 ANDsc °LTt1 Efv A� 6.", LA607 ato * s'n STATE *• OF p -IN TIaF`.. John wlllam EWseychk JT �'=q•'.; ' Registered Landscape 2ATd£IteCL FL Regrs.RCan -LA 807 DATE 05/12/15 BRANV BY.' JB CHECKED BY: JE SCALE, N.T.S. SHEET L-14 OF 14 ER-IRD.dD,g C . Y D'45 1IE `S 1 15. + f ➢} A6 tP 21 i .. 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L3 AIa cs ies ut4u lJmai L a l .?'?z LLI as u,lr la us az ➢7 w 1} a4'i AY� } p Qi ➢5 fE 45 OS a6 A] D9w 5 T3}[ J3 142034'23 l.I'•. t � �62�a3AD b z! .x "I ! 1 ➢2 Al DI'Id 8 1{ yi 4\ .'21T..; , \ R " ad l l 4 � t a l N TYPICAL NORTH 0 Site Plan -Photometrics STATISTICS Description Symbol Avg Max Min Ma RAm AvOffin Dog Park + 0.6 fc 1.8 fc 0.2 fc 9.01 3.0:1 Perk Area + 1.9 tc 12.3 fc 0.1 fc 123.0:1 VIDA Perking #1 + 1.3 fc 11.6 fc CA is 116.0:1 13A:1 Parking#2 + 1.3 fc 8ATo Do fc NIA NIA LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description lamp Foe lumens LLF Watts CLiSA8LU-5K4- MINI CIMARRON TYPE 48-NICHIA SK LEDS CLAbsolute 0.95 109.E n0 SLA 13 XX LENS -4-48LU5K- -4-XXaes CLiS48LU5K4- MINI CIMARRON TYPE 4 48-NICHIASKLEDS CLiS48LU-5K- Absolute 095 249.2 �� SLAT 8 yx LENS -4-XX.ies F117200HPS, 20000 0.81 0 a SLB 3 IES III, refleotod- F117200HPS, 20D00 0.81 0 0-0 SLB1 3 IES IN, rd-W.ies DSXB LED 16C D-SERIES 8OLLARO LED DSXB_LED_i6 Absolute 0:95 20 SLC 8 35050K SYM WITH 165000K LEDS G 35Q50K S 4 OPERATED AT 350mA YM.)es AND SYMMETRIC DISTRIBUTION Josepk, Lawrence & Co I Consulling Engineers 1180 NADWOOD AVE.., SUITE 3000 ALTAMONTE SDAMIGS, iLORDA 32714 TEL, 321.972.4466 WWWJLCLNG.COH CA NO, 28730 JLC 15.0158400 Blake Lavnence Suddeth P.E.. #: 69060 r Y FORUIRM ARCHITECTURE & a INTERIOR DESIGN, INC. PLANMNG I aRMTECTURE I WERIOR� 0 745 orients avenue. suite 1121 Altamonte eprirys; It 32701 Ph- 407.830.1400 m fax: 407.830A143 AAODD2731 6 wxW.te]umarchitecNre.com 3 E 2 s 9 e 1§ City of Ocoee, FL • 0 Apartments Site Plan Photometrics D-Series — LED Bollard iq>w'^A 1� gym' fttrz d°series Introduction The DS' LEOB hard- eIYIMh, egy- a»ng longl4e sohtiIn d-9 dto p_domt I d�hvald-� �th ht An they �afr I F 9 opbeal le pf d tins ful cu,Iff Spa<IF tl ns I K ill melt the t -tringe t Iff_hnng Codees. TIvOS=' .LED Bollard dCnrnwction. d-Elefi h ,d Iongla•a BLED vdll provide H IgM _ Ye- cfm t „free —I-, WN9h fin Y Le -I y f t v EXAMPLE: DSX8 LED 16C 700 40K SYM MVOLT DDBXD DI l[D �G531t prR t t;n }� F. AN MtN� RStdls tk' 13'y+dq trod 1 gxx x K{ 'SL(C' , SL Sle �( .i'[t, F i1W Fa' 27l Fkf G ' G trt YII 1 x UrAxD .. [MnD h r].n c run L, a L r,I 4YMr�t L -1 nrr A ees ri s 3 Fixture T e'SLC' FIXTURE IS FULL CUT OFF �1i7 SERIES WMIlfAiRk` _ i I ' rShvRF CCN.nGlmAnaf Y To0.hea (HDH)z61.317H Tel.(Wa)z3B-zo1B Fatl%�z3H-47W Descri 0 F117 S i i hap consist of an in)ecllon mottled WW s1aGTIJM ezed acoi h ped dr a spun a:umimmn fringed hood assembly, a cad arum g an Iernai optirai rystem and mechanically fastened slm fU ( ptd)n An optional dear upper pportion of Na r.00d Is avaath for uprght Th cog hap canswl al tout.1As and a rirg fi-11,d Ioplhcr. The9e tl the W.— shall ba seined to the cast aheminum filter th I steel hard- e The FAA snarl be made of cast aka d 0a I e— a Is onnecl �e stor .Id h t l e lee c be, assembly, The bflNa t ap Qu a 9 easy ballast ma4 kvyh a The bap 1 h ll bo ttwe. e, Wt tested and mounted on a he e . t l pile K.% b ar vp a 4by eth. atn socket Lamps of kdudad and shag ba suppped Dy others lA CSA and ENTELA pp W Installation. 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PlA14t�{G I AR04TECILLiE I WEFWR DESIGN 0 745 orients avenue, wife 1121 alte—rte springs, 1132701 phone'. 407.830.1400 a I— 407,830.4143 2 AAOW2731 � rrr.folumarchpecNre.com Y E 2 `3 5 F i 9 E fi The Oasis at Lake Bennet E City of Ocoee, FL e Preliminary Not For Construction O L e SET DISTRIBUTIONS: 5 Q SHEET REVISIONS: m 2 S E} o E EDITED BY: VIRUS o PROJECT NO. 15-3069 Joseph, Lawrence & Co Consultinq Engineers 1190 NAAWOOO AVf., SURF 3000 o p XLTAHOHTf SPAPIGS, FIOA®A 3271d T W 321.972.4466 W CA HO. 26730" p w Site Lighting Fixture JLC 15.0158400 m Cut Sheets Electrical G U x 16.04 Blake E—ence Suddeth o P.E, N: 69060 0 33IM.N Buildin Type I - Left Side Elevation 3/32°=,'-o 4 Ve tical Sign al Entry Only din T e I - Ri ht Side Elevation3/3Z--V-0- (D!,ui'l Se Similar �Buildinq Type I - Entry Elevation - 3/32"=1' SHEET NOTES A REFER TO SHEETA1.02 FOR GENERAL NOTES B REFER TO SHEET A1.04A & A1.04B FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A9.01, A9.02 & A9.11 FOR DOOR AND WINDOW SCHEDULES AND DETAILS D REFER TO ROOF PLAN SHEETS A5.13, A5.23, A5.33 FOR DOWNSPOUT LOCATIONS. COORDINATE WI SITE DRAINAGE PLANS E ALL BANDS TO RETURN TO INTERIOR CORNERS F ALL COLORS TO BE SELECTED BY OWNER G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS H EXTERIOR FINISH SURFACE TO BE CONTINUOUS BEHIND DECORATIVE FOAM SHUTTERS AT CEMENT PLASTER. SCORE BACK OF DECORATIVE FOAM SHUTTER AT SIDING LOCATIONS. SEAL TOP AND SIDES ONLY. I TYPICAL ROOF TRUSS BEARING FOR 4:12 MAIN ROOF IS SET AT HEIGHT SHOWN ON THIS SHEET TRUSS MFR TO COORDINATE 6:12 END ELEVATION BEARING HEIGHT TO ENSURE A CONTINUOUS FACIA AS INDICATED, KEY NOTES 0i TYPICAL FASCIA TRIM -2X8ALUM CLAD CONTINUOUS FASCIA BOARD WI ALUM DRIP EDGE AT ROOF PERIMETER 02 ROOF SHINGLES SYSTEM PERASSEMBLY 03 FIBER CEMENT HORIZONTAL LAP SIDING WI 8' EXPOSURE 04 FIBER CEMENT PANEL. JOINTS SHALL OCCUR UNDER 1 1/2' TRIM PIECES SHOWN ON ELEVATIONS (BALCONY PANELS WILL NEED TO BE CUT FROM V SHEETS. NOTIFY ARCHITECT IMMEDIATELY IF FIELD CONDITIONS EXCEED 8' WIO TRIhI PIECES) 05 CEMENT PLASTER TRIM BAND - REFER TO CEMENT PLASTER LEGEND FOR THICKNESS 06 FIBER CEMENT TRIM BOARD SIZE AS INDICATED - PROVIDE ALL READ FLASHING FOR SPECIFIC CONDITIONS REFER TO SECTIONS 07 718' CEMENT PLASTER SYSTEM 08 PRE -FINISHED DECORATIVE ALUMINUM GRILL - SEE DETAIL 50.62 FOR DETAILS 09 FOAM BAND- REFER TO DETAILS 31 A6.62 10 WINDOW I DOOR PER SCHEDULES 11 DECORATIVE ARCHITECTURAL BRACKET PER DETAI 41A6.62 12 BALCONY RAILING- TOP OF RAIL TO BE 42' HIGH GUARDRAIL WI VERTICAL PICKETS SPACED SUCH THAT A 4'SPHERE CANNOT PASS THROUGH THE GAPS. ALL ENDS ATTACHED TO WALL. COLOR TO BE SELECTED BY OWNER 13 CONTROL JOINT I SCORE LINE 14 BUILDING SIGNAGE 15 DECORATIVE FOAM SHUTTERS MOUNT ACCORDING TO ADJACENT WINDOW 16 GUTTER -ALUMINUM - COLOR TO BE SELECTED BY OWNER 17 EXTERIORWALL SCONCE- BOTTOM TO BE MOUNTED AT 8'-B' TOS 18 DECORATIVE AWNING WITH SUPPORT BRACKETS - SEE SHEET 2/ A6.62 FOR DETAILS CEMENT PLASTER LEGEND 0 718" REINFORCED CEMENT PLASTER 1 1' FOAM TRIM BAND 2 11P2' FOAM TRIM BAND vFORUMIN e ARCHITECTURE & INTERIOR DESIGN, INC. PEANivc I ARCHREMM I NTERJORDE" 0 745 odenla avenue. sune 1121 allamonle spftp. P 32701 _ phone; 407.830.1400 fax: 407.830.4143 a AA0002731 rmv.torvmarchPeMne.com fi E i R T E The Oasis at Lake Bennet E City of Ocoee, FL 11111/2015 OF, FIO,QI 23•t AR0011224 +�• gJames B. Black AR0011224 L - SET DISTRIBUTIONS: 0 wuvts_I aate>� sa a WM15 .'. i'OrdR:,Yn F� = 11117,15 !. PERK SET ... __. Q SHEET REVISIONS: _... _... z 8 3 EDITED BY: PROJECT NO. 15-3069 u z Apartments 0 0 0 2 Building Type I - 7 Exterior Elevations G s a x A6.11 0 nBuildinq Type I - Street Elevation 3/32"=1'-0' 414' a 514'r 514'r 3B IA5 0 514'. 3B IAM IA5.62 41'E "" 7R BSBft FF"Y E �Y7RUS5 eRG 21�A 1{C FFE 4 11' 7R SS BRG 9 SS R TRUSS BRG SHEET NOTES A REFER TO SHEET A1.02 FOR GENERAL NOTES B REFER TO SHEET A1.04A 8 A1.048 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A9.01,A9.028A9.11FOR DOOR AND WINDOW SCHEDULES AND DETAILS D REFER TO ROOF PLAN SHEETS A5.13, A5.23, A5.33 FOR DOWNSPOUT LOCATIONS. COORDINATE WI SITE DRAINAGE PLANS E ALL BANDS TO RETURN TO INTERIOR CORNERS F ALL COLORS TO BE SELECTED BY OWNER G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS H EXTERIOR FINISH SURFACE TO BE CONTINUOUS BEHIND DECORATIVE FOAM SHUTTERS AT CEMENT PLASTER. SCORE BACK OF DECORATIVE FOAM SHUTTER AT SIDING LOCATIONS. SEAL TOP AND SIDES ONLY. I TYPICAL ROOF TRUSS BEARING FOR 4:12 MAIN ROOF IS SET AT HEIGHT SHOWN ON THIS SHEET TRUSS MFR TO COORDINATE 6:12 END ELEVATION BEARING HEIGHT TO ENSURE ACONTINUOUS FACIAAS INDICATED. �-2 KEY NOTES 01 TYPICAL FASCIA TRIM -2X8ALUM CLAD CONTINUOUS FASCIA BOARD W1 ALUM DRIP EDGE AT ROOF PERIMETER Buildin Type II - Right Side Elevation 3 Left Side Similar 3/32" = 1'-0" 2 Buildin Type II - Entry Elevation 3/32"=1'-O" 02 ROOF SHINGLES SYSTEM PER ASSEMBLY 03 FIBER CEMENT HORIZONTAL LAP SIDING W/ 8' EXPOSURE 04 FIBER CEMENT PANEL, JOINTS SHALL OCCUR UNDER 1 112" TRIM PIECES SHOWN ON ELEVATIONS (BALCONY PANELS WILL NEED TO BE CUT FROM 8' SHEETS. NOTIFY ARCHITECT IMMEDIATELY IF FIELD CONDITIONS EXCEED 8' W/O TRIM PIECES) 05 CEMENT PLASTER TRIM BAND - REFER TO CEMENT PLASTER LEGEND FOR THICKNESS 06 FIBER CEMENT TRIM BOARD SIZE AS INDICATED - PROVIDE ALL REOD FLASHING FOR SPECIFIC CONDITIONS REFER TO SECTIONS 07 7/8' CEMENT PLASTER SYSTEM 08 PRE -FINISHED DECORATIVE ALUMINUM GRILL - SEE DETAIL 51A6.62 FOR DETAILS 09 FOAM BAND- REFER TO DETAILS 31 A6.62 10 WINDOW 1 DOOR PER SCHEDULES 11 DECORATIVE ARCHITECTURAL BRACKET PER DETAIL 41A6.62 12 BALCONY RAILING -TOP OF RAIL TO BE 42' HIGH GUARDRAIL W/ VERTICAL PICKETS SPACED SUCH T14AT A 4" SPHERE CANNOT PASS THROUGH THE GAPS, ALL ENDS ATTACHED TO WALL. COLOR TO BE SELECTED BY OWNER 13 CONTROL JOINT/SCORE LINE 14 BUILDINGSIGNAGE 15 DECORATIVE FOAM SHUTTERS MOUNT ACCORDING TO ADJACENT WINDOW 16 GUTTER -ALUMINUM - COLOR TO BE SELECTED BY OWNER 17 EXTERIOR WALL SCONCE- BOTTOM TO BE MOUNTED AT 8'-8' TOS 18 DECORATIVE AWNING WITH SUPPORT BRACKETS - SEE SHEET 2/ A6.62 FOR DETAILS 11 CEMENT PLASTER LEGEND 0 718' REINFORCED CEMENT PLASTER 1 1" FOAM TRIM BAND 2 1 1/2' FOAM TRIM BAND mar c 3�r iRV VSS BRG 3 Y �7 Iw FFE �3a437(e' YhTRUS BRG Y FFE IrC '17-11' h1 RY USS BRG 'Y FFEOS�' Y iRU SBRG Buildin Type II - Street Elevation 3/32"=1'-0" aFORUME 8 2 ARCHITECTURE & INTERIOR DESIGN, INC. VIXmo I ARCIVEc7URE I MMORDESM 0 74s odenla avenue, su#e 1121 aRamonle spflngs, R 32701 phone: 407.830,1400 fax: 407.830.4143 u AA0002731 °,w.fowmarchhec re. a E 3 8 E The Oasis at s Lake Bennet E City of Ocoee, FL 1111712015 �0 OF•FLOQi B 4Q} ,. •• O bir )PyaE3 BB.. BBfAcA- 3 ��:• AR0071224 +� BRED ARO _ James B. Black AR0011224 SET DISTRIBUTIONS: IMNIS ir, Prj S; PQ­ Re&L 5s1 = 111I7f15 PER FUT _.. A Q SHEET REVISIONS: 8 E o EDITED BY: tea 2 PROJECT NO. 15-3069 J 2 Apartments 0 2 S Building Type II - x Exterior Elevations G U T z A6.21 0 9 4 Buildin T e III -Left Side Elevation HEY EL VhTRVS BRG FFE 36 �7pA IIB' �iRV USS BRG Y FFE�— 17- ' TRUSS BRG 3B IA6.6: �lrraosB• FF`P E Y-1 r' TRUSS BRG 3 Buildin T e III - Right Side Elevation 2 Buildin T e III -Ent Elevation 3/32"=1'-0" 3B IA6.6 Buildin Type III - Street Elevation 3132"=V-0" SHEET NOTES A REFER TO SHEET A1.02 FOR GENERAL NOTES B REFER TO SHEET A1.04A & A7.04B FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A9.01, A9.02 & A9.11 FOR DOOR AND WINDOW SCHEDULES AND DETAILS D REFER TO ROOF PLAN SHEETS A5.13, A5.23, A5.33 FOR DOWNSPOUT LOCATIONS. COORDINATE WI SITE DRAINAGE PLANS E ALL BANDS TO RETURN TO INTERIOR CORNERS F ALL COLORS TO BE SELECTED BY OWNER G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS H EXTERIOR FINISH SURFACE TO BE CONTINUOUS BEHIND DECORATIVE FOAM SHUTTERS AT CEMENT PIASTER. SCORE BACK OF DECORATIVE FOAM SHUTTER AT SIDING LOCATIONS. SEAL TOP AND SIDES ONLY. I TYPICAL ROOF TRUSS BEARING FOR 4d2 MAIN ROOF IS SET AT HEIGHT SHOWN ON THIS SHEET TRUSS MFR TO COORDINATE 6:12 END ELEVATION BEARING HEIGHT TO ENSURE A CONTINUOUS FACIA AS INDICATED, 11 KEY NOTES O1 TYPICAL FASCIA TRIM -2X8ALUM CLAD CONTIN000S FASCIA BOARD W/ ALUM DRIP EDGE AT ROOF PERIMETER 02 ROOF SHINGLES SYSTEM PER ASSEMBLY 03 FIBER CEMENT HORIZONTAL LAP SIDING WI 8' EXPOSURE 04 FIBER CEMENT PANEL, JOINTS SHALL OCCUR UNDER 1 112" TRIM PIECES SHOWN ON ELEVATIONS (BALCONY PANELS WILL NEED TO BE CUT FROM 8' SHEETS. NOTIFY ARCHITECT IMMEDIATELY IF FIELD CONDITIONS EXCEED 8' W/O TRIM PIECES) 05 CEMENT PLASTER TRIM BAND - REFER TO CEMENT PLASTER LEGEND FOR THICKNESS 06 FIBER CEMENT TRIM BOARD SIZE AS INDICATED - PROVIDE ALL READ FLASHING FOR SPECIFIC CONDITIONS REFER TO SECTIONS 07 718" CEMENT PLASTER SYSTEM 08 PRE -FINISHED DECORATIVE ALUMINUM GRILL - SEE DETAIL 51A6.62 FOR DETAILS 09 FOAM BAND- REFER TO DETAILS 3/A6.62 10 WINDOW/ DOOR PER SCHEDULES 11 DECORATIVE ARCHITECTURAL BRACKET PER DETAIL 41A6.62 12 BALCONY RAILING - TOP OF RAIL TO BE 42' NIGH GUARDRAIL WI VERTICAL PICKETS SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH THE GAPS. ALL ENDS ATTACHED TO WALL. COLOR TO BE SELECTED BY OWNER 13 CONTROL JOINT/SCORE LINE 14 BUILDING SIGNAGE 15 DECORATIVE FOAM SHUTTERS MOUNT ACCORDING TO ADJACENT WINDOW 16 GUTTER -ALUMINUM -COLOR TO BE SELECTED BY OWNER 17 EXTERIOR WALL SCONCE- BOTTOM TO BE MOUNTED AT 8'-8' TOS III DECORATIVE AWNING WITH SUPPORT BRACKETS - SEE SHEET 21A6.62 FOR DETAILS 11 CEMENT PLASTER LEGEND 0 7/8' REINFORCED CEMENT PLASTER 1 1" FOAM TRIM BAND 2 11/2" FOAM TRIM BAND i FORUMN leARCHITECTURE & INTERIOR DESIGN, INC. PLnMBdc I ARCHrECTURE I MEMOROESG4 745 odenta avenue, s0fi 1121 _ altamonte springs. 032701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 vr,�w.forumarchttedUfe.com a E 8 i 3 E _ The Oasis at Lake Bennet s E City of Ocoee, FL I V1712015 OF FLO y' 1,E9 B. BL4 •9 a i �1'• AR00011224 'Cf SHRED AR 8 James B. Black AR0011224 — SET DISTRIBUTIONS: 0 lac�rt5 h-re��5:1 u 101u15 t'0 .r Rsk:vW _... o° 1144d5...._ �a50 R M'ex Si EMT_. __. .... 5 1f117f15 MT KT _... _.... o e .........._...... a - Q SHEET REVISIONS: fi a 3 o o o EDITED BY: 1�•1 P PROJECT NO. 15-3069 u z Apartments 0 T 0 T Building Type III z Exterior Elevations t U T z A6.31 0 a N Buildin Section Rear Elevation 1 Front Elevation 4 A1935 Side Eleavation SHEET NOTES A REFER TO SHEET A19,40A FOR CODE COMPLIANCE B REFER TO SHEET A19.40B FOR GENERAL NOTES C REFER TO SHEETS A19.30AFOR CONSTRUCTION ASSEMBLIES D REFER TO SHEET A19.43 FOR DOOR SCHEDULE AND DETAILS E ARCHITECTURAL FORMING DIMENSIONS ONLY. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN, NOTES & DETAILS F COORDINATE ALL EDGE OF SLAB ELEVATIONS WITH CIVIL ENGINEERING DRAWINGS. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND E SEE STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS AND ANCHORAGE. IM KEY NOTES 01 TYPICAL FASCIATRIM- 2x8ALUMINUM CLAD CONTINUOUS FASCIA BOARD WI ALUMINUM DRIP EDGE AT ROOF PERIMETER �aRG. 02 CONTINUOUS SEAMLESS OGEE ALUMINUM GUTTERS & DOWN SPOUTS. COLORS PER OWNER 03 ROOF SHINGLES SYSTEM PER ASSEMBLY 04 ALUMINUM DOWNSPOUTS: LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE CAPACITY, AND LOCATIONS WI CIVIL. COLOR TO BE SELECTED BY OWNER 05 CEMENT PLASTER SYSTEM PER ASSEMBLY 06 8"FOAMTRIMBAND 07 DOOR PER SCHEDULE 08 RAISED CEMENT PLASTER TRIM BAND 09 SCORE LINE 10 DECORATIVE FOAM SHUTTERS MOUNTED ACCORDING TO ADJACENT WINDOW I DECORATIVE ARCHITECTURAL BRACKET BRG. BRG. a aFORUMN e ARCHITECTURE & INTERIOR DESIGN, INC. FIAIA M I ARCIOWMRE I WS" DE" 0 745, rlenta avenue, su8e 1121 alte-1. springs, R 32701 phone: 407.830.1400 e fax: 407.830.4143 AA0002731 wmv.forumarchtleaure.wm K a E E i 8 3 E 3 The ®asis at Lake Bennet 3 E City of Ocoee, FL 11117/2015 ��P�0 OF FLOR'� e r ES B.B(qC4- AR0011224 �ReoAR° 8 James B. Black AR0011224 2 SET DISTRIBUTIONS: a 0 10141/5 1A0 aRek+�l i 114N75_. t 4ix0 aR:.g.r: �t 5 111170 PENT SET _... 3 Q SHEET REVISIONS: e z 8 r 8 E ........................ S EDITED BY: p PROJECT NO. 15-3069 u z Garage 5-Bay 0 0 0 U Z Exterior Elevations U U I U tt r Al 9.42 0 a LEGAL DESCRIPTION: (PER ONE COMMITMENT) PARCEL i COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 O SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORDA; THENCE RUN NDO29'27'W ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 A DISTANCE O 1,383.17 FEET TO THE SOUTHWEST CORNER O THE TH 11/2 A DISTANCE O 1,329.48 TH 1/2 OF THE S FEET 410 A POINT ON THE OF THE SOUTHWEST (EAST LINE OF THE SOUTHWESD SECTION M T THENCE THE ESOUTHWESALONG TT1/4wOf SETH ICTION 20; THE OF SAO ENCE S00'30'S0'E ALONG SAID EAST LINE, A DISTANCE Of 5&60 FEET FOR A POINT OF BECOMING; THENCE CONTINUE S00'3O50'E ALONG SAID EAST LINE, A DISTANCE OF 497.33 FEET; THENCE S89'56'WE A DISTANCE OF 416.70 FEET; THENCE SOOYI'34'E, ALONG THE WEST LINE O THE LANDS DESCPoBEO N OFFICIAL RECORDS BOOK 10384, PAGE 7881, PUBUC RECORDS OF ORA14GE COUNTY, FLORIDA, A DISTANCE OF 392,55 FEET; THENCE RUN THE FOLLOWING THREE (3) COURSES AND DISTANCES ALONG THE NORTH LINE OF TRACT 'A', OCOEE IBM CENTER - PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 77, PACES 37 THROUGH 41, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA: (I) S89'48'26'W A DISTANCE O 263.33 FEET TO A PONT ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS O 121.50 FEET, A CHORD BEARING OF H65D7'9'W, AND A CHORD INSTANCE OF 102.96 FEET; (2) NORTHWESTERLY ALONG THE ARC O SAID CURVE, THROUGH A CENTRAL ANGLE O 50V8'10', A DISTANCE OF 106.32 FEET; (3) N40DS24'W, A DISTANCE O 159.65 FEET; THENCE RUN THE FOLLOWND FOUR (4) COURSES AND DISTANCES ALONG THE ROMANY OF TRACT '8', SAID OCOEE TOWN CENTER - PHASE I: (1) N49'S6'361 A DISTANCE Of6EL52 FEET; (2) NDOD510'E A DISTANCE OF 149.06 FEET; (3) N89'56VIN A DISTANCE OF 127.60 FEET TO A POINT Oil A CURVE CONCAVE SOUTHWESTERLY, HAVING A RAMS OF 127.50 FEET, A CHORD BEARING OF 57325'03'W, AND A CHORD DISTANCE Of7300 FEET; (4) SOUTHWESTERLY ALM THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 3316-15'. A DISTANCE O 74,04 FEET; THENCE N40ID324'W A DISTANCE OF 70.32 FEET TO A NON -TANGENT POINT ON A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 197.50 FEET, A CHORD BEARING O S52D8'52'W, AND A CHORD DISTANCE OF 15,19 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 0424'31', A DISTANCE O 1510 FEET; THENCE 54955'36'W A DISTANCE O 95,32 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH BLUFORO AVENUE; THENCE RUN THE FOLLOWNG THREE (3) COURSES ALONG SAID EASTERLY RIGHT-O-WAY ION[: (1) N40V3'24*W A DISTANCE OF 12.30 FEET TO A PONT Oil A CURVE CONCAVE NORTHEASTERLY, HAVING A RADARS OF 5.735.72 FEET, A CHORD BEARING O N38D4'13'W, AND A CHORD DISTANCE O 397,65, (2) NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 0358'23', A DISTANCE O 397.73 FEET; (3) N36D2'16'W A DISTANCE 313.93 FEET TO THE SOUTHERLY RIGHT-OF-WAY UNE OF MANE STREET; THENCE RUN THE FOLLOW H3 FIVE (5) COURSES ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE: (1) N53'50'03'E, A DISTANCE Of34.07 FEET TO A PONT ON A CURIA CONCAVE SOUTHEASTERLY, HAVING A RADIUS Of 460.00 FEET, A CHORD BEARING O 1472D5'411, AND A CHORD DISTANCE O 288.27 FEET; (2) NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANA.E OF 36'31'16% A DISTANCE OF 93.21 FEET; (3) S89'38'41'E A DISTANCE Of 409.61 FEET 10 A POINT ON A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 890.00 FEET, A CHORD BEARING OF N8651'19'E, AND A CHORD DISTANCE OF 1108,67 FEET; (4) WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE O 07'00'OU', A DISTANCE OF 108.73 FEET; (5) N8321'201 A DISTANCE OF 83.21 FEET TO THE POINT O BEGINNING. LESS COMMENCE AT THE SOUTHWEST CORNER O THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLOIN)k THENCE N0029'27W ALONG THE WEST UNE OF SAID SOUTHWEST 1/4 A DISTANCE OF 1,383.17 FEET TO THE SOUTHWEST CORNER O THE SOUTH 1/2 Of THE NORTHWEST 1/4 OF SAID SOUTHWEST 1/4; THENCE S89'40'52*E ALONG THE SOUTH UNE O SAD SOUTH 1/2 A DISTANCE OF 1,329.48 FEET TO A PONT ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 O SECTION 20, THENCE SGD'3O50'E ALONG SAD EAST UNE, A DISTANCE OF 58.60 FEET FOR A PONT O BEGINNING; THENCE SOW30'WE CONTINUE ALONG SAID EAST LINE, A DISTANCE OF 62.75 FEET; THENCE N89'3O02'W A DISTANCE OF 541.63 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 637.58 FEET, A CHORD BEARING OF N815510'W, A CHORD OSIANCE O 169.20 FEET, RUN THENCE NORTHWESTERLY ALONG THE ARC O SAD CURVE, THROUGH A CENTRAL ANGLE O 151500'. A DISTANCE OF 169.70 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHWESIERLY, HAVING A RADIUS O 181.78 FEET, A CHORD BEARING O N77'O525-W, A CHORD DISTANCE OF 19.16 FEET, RUN THENCE NORTHWESTERLY ALONG THE ARC O SAID CURVE, THROUGH A CENTRAL ANGLE O 06'02'33', A DISTANCE OF 19.17 FEET TO A POINT O4 A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS O 460.00 FEET, A CHORD BEARING OF N8222'56'E, A 004ORD DISTANCE OF 127.61 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE O 1556'4C. A DISTANCE O 128.02 FEET; IK14CE S8938'41'E A DISTANCE O 409.61 FEET 10 A POINT OF CURVATURE ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS O 890.00 FEET, A CHORD BEARING OF N8651'19'E, A CHORD DISTANCE OF 10&67 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC O SAO CURVE, THROUGH A CENTRAL ANGLE OF 07'00'00% A DISTANCE O FORM FEET; THENCE N6321'20'E A DISTANCE O 8121 FEET TO THE PONT OF BEGINNING. PARCEL 2 COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 O SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE ND029'27'W ALONG THE WEST LINE O SAID SOUTHWEST 1/4 A DISTANCE O 1.383.17 FEET TO THE SOUTHWEST CORNER O THE SOUTH 1/2 OF THE NORTHWEST 1/4 O SAID SOUTHWEST I/4; THENCE S89'46521 ALONG THE SOUTH UNE O SAID SOUTH 1/2 A DISTANCE OF 1,329.48 FEET TO A POINT ON THE EAST UNE O THE SOUTHWEST 1/4 O THE SOUTHWEST 1/4 O SECTION 20, THENCE S00'30'50'E ALONG SAD EAST TIME, A DISTANCE O 5&60 FEET FOR A PONT O BEGINNING; THENCE S00'30'50'E CONTINUE ALONG SAID EAST LINE, A INSTANCE O 62.75 FEET; THENCE H89'30'02'W A DISTANCE O 541.63 FEET 10 A POINT Oil A NON-TANCENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS O 637.58 FEET, A CHORD BEARING O 11815510'W, A CHORD DISTANCE O 169.20 FEET, RUN THENCE NORTHWESTERLY ALONG THE ARC O SAID CURVE, THROUGH A CENTRAL ANGLE O 151500', A DISTANCE OF 159.70 FEET TO A POINT ON A NON -TANGENT CURIA CONCAVE SOUTHWESTERLY, HAVING A RADIUS O 181.78 FEET, A CHORD BEARING O H77'0525'W, A CHORD DISTANCE O 19.16 FEET, RUN TWICE NORTHWESTERLY ALONG THE ARC O SAID CURVE, THROUGH A CENTRAL ANGLE O 06'02'33', A DISTANCE O 19.17 FEET TO A POINT O4 A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS O 460.00 FEET, A CHORD BEARING O N8222'56'E, A CHORD DISTANCE O 127.61 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC O SAID CURVE, THROUGH A CENTRAL ANGLE O 1556'46', A DISTANCE O 12802 FEET; THENCE SBT38'41'E A DISTANCE O 409.61 FEET TO A PONT O CURVATURE ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF MOB FEET, A CHORD BEARING O N66'51'19'E, A CHORD DISTANCE O 10&67 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC O SAID CURVE, THROUGH A CENTRAL ANGLE O 07100'00% A DISTANCE O 108.73 FEET; THENCE N8321'2WE A DISTANCE O 83.21 FEET TO THE POINT O BEGINNING. PARCEL 3 TRACT B, OCOEE TOWN CENTER - PHASE I ACCORDNG TO THE PLAT THEREOF RECORDED IN PLAT BOOK 77 PAGES 37 THROUGH 41 O THE PUBLIC RECORDS O ORANGE CM41Y FLORIDA. CONTAIIING 13.96 ACRES, MORE OR LESS PARS 4 LOTS 3 AND 4, OCOEE TOWN CENTER - PHASE I ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOO( 77 PACES 37 THROUGH 41 O THE PUBLIC RECORDS O ORANGE COUNTY FLORD& CONTAINING 2.13 ACRES, MORE DR LESS, SCHEDULE BII PART II (EXCEPTIONS): ACE 1434 AND 9) UTILITY 3556, PAGE EASEMENT437; ASSI ASSIGNMENT O CASEMENTPRIMA VISTA UTILITY NTERESTTIINNFAVOR O THE CITY OF OCOEE Y, PIC RECORDED SEPTEMBER 20, 1984 RECORDEDH BOOK 3R531 P1987 IN BOO( 3947, PAGE 739. AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. 10) UTILITY EASEMENT IN FAVOR OF PRIMA VISTA UTILITY COMPANY, INC RECORDED NOVEMBER 13. 1984 N BOO( 3576, PAGE NOEL AFFECTS SUBJECT PROPERTY AS SH904 HEREON. 11) UTILITY EASEMENT IN FAVOR O PRIMA VISTA UTILITY COMPANY, INC. RECORDED AUGUST 8, 1985 91 BOOK 3673, PACE 2167; ASSIGNMENT O EASEMENT INTERESTS IN FAVOR O THE CITY OF OCOEE RECORDED DECEMBER 31, 1987 IN BOOK 3947, PAGE 739, AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. 12) INTENTIONALLY DELETED, 13) SEWER AGREEMENT BY AND BETWEEN PRIMA VISTA UTILITY COMPANY, INC, BML INVESTMENIS AND JEROME FBNSTEIN RECORDED JANUARY 20, 1987 IN BOOK 3854, PACE 2564. AFFECTS SUBJECT PROPERTY BUT HOT GRAPHICALLY SHOWN HEREON. 14) SEWER SERVICE TERRITORIAL AGREEMENT BY AND BETWEEN ORANGE COUNTY AND PRIMA VISTA UTILITY COMPANY, INC. RECORDED JJNE 10, 1987 IN BOOK 3894, PAGE 1363; FIRST AMENDMENT RECORDED FEBRUARY 23, 1994 IN BOO( 4702, PAGE 2589; AMENDMENT RECORDED OCTOBER 20. 1992 IN BOOK 4476, PACE 1320; SECOND AMENDMENT RECORDED DECEMBER 7, 1999 IN BOOK 5896, PACE 3531; INND AMENDMENT RECORDED JANUARY 11. 2002 IN BOOK 6432, PAGE 2130. AFFECTS SJB,RCT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. IS) SPECIAL SEWER SERVICE CYPRESS CREEK NNURSERY,ARIC, AVAILABILITY MAY 22, 8BE TWEEN BOOK 3889, PACE 330.UAFFECTS SUBJECT TILITY COMPANY, (6RPARTNERSHIP PROPERTY HOT GRAPHICALLY SHOWN HEREON. 16) 31, 1987 IN BOOKS 3947 PAGE 1188; BY MID AMENDMENNT RECORDED OCTOBER N THE CITY OF OCOEE. QAPARTNERSHIP AND CYPRESS NURSERY. INC, RECORDED 1992 N BOO( 4476, PAGE 1320. AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. 17) WASTE WATER DEVELOPER'S AGREEMENT BY AND BETWEEN THE CITY OF OCOEE, BML INVESTMENTS AND JEROME FEINSTEN RECORDEDDECEMBER 31, 1987 IN BOOK 3947, PAGE 1429; AMENDMENT RECORDED DECEMBER 20, 1992 IN BOOK 4476, PAGE 1320. AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. 18) CITY O OCOEE DEVELOPMENT AGREEMENT BY AND BETWEEN BML INVESTMENTS AND THE CITY O OCOEE RECORDED AM 1, 1989 IN (KOOK 4085, PACE 105. AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. 19) CONSTRUCTION AGREEMENT BY AND BETWEEN THE CITY O OCOEE AND WEST 50 WATER LINE, INC. RECORDED 4102, PACE 336. AFFECTS SUBJECT PROPERTY DINT NOT GRAPHCALLY SHOWN HEREON. CITY OCOEE 20) 4102, 1 2RPAAEw33667;TERRITORIAL FIRST AMENDMAGREEMENT RECORDED EBRUARY 23BETWEEN �1994 HGE ORNTY BOOK 4702, THE 25 6F SECOND AMEENNDDMENTAUGUST RECORDED JANUARY 11,, 2DO2 IN BOOK 6432, PAGE 2116. AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. 21) EASEMENT AGREEMENT BY AND BETWEEN CAMBRIA AND THE CITY O OCOEE RECORDED MAY 15, 1991 IN BOO( 4287, PAGE 2311 AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. 22) EASEMENT AGREEMENT BY AD BETWEEN WILLIAM E. COLBURN AND UESR M. COTURN, HIS WFE AND THE CITY O OCOEE RECORDED MAY 15, 1991 IN BOOK 4287, PAGE 2317. AFFECTS SLMCT PROPERTY AS SHOWN HEREON. LY MIDAIR AS 21) DEVELCYPRESSENT CREEK NNURSERY,EMENT BIN . R40 THBETWEECITYOF OCOEENUM E. ERECORDEDNOVEMBERC 4, 1998CON N BOOK INVESTMENTS, 5623, PACE 231313; ADDENDUM TO AGREEMENT RECORDED FEBRUARY 23, 2011 N BOO( 10176, PACE 7236; FAST AMENOMENT RECORDED AUGUST 25. 2011 IN BOO( 10258. PAGE 8199. AFFECTS SUBJECT PROPERTY BUT CANNOT BE GRAPHICALLY SHO'MN HEREON. 24) RESOLUTION NO. 99-08 VACATING A PORTIDN OF RICHMOND AVENUE RECORDED FEBRUARY 23, 19" IN BOOK 5689, PAGE 830. AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. 25) RECIPROCAL EASEMENT AGREEMENT WAIN COVENANIS, CONDITIONS AND RESTRICTIONS EXECUTED BY WI-OCOEE, LTD. RECORDED FEBRUARY 11, 2005 IN BOOK 7825, PACE 3817. AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. 26) LEASE AGREEMENT BY MD BETWEEN WN-OGOEL LTD. (LANDLORD) AO OUIBACK STEAKHOUSE O CENTRAL FLORIDA-I, LTD. (TENANT) AS EVIDENCED BY THE SUBORDINATION, NON -DISTURBANCE AGREEMENT RECORDED FEBRUARY it, 2005 IN BOO( 7825, PAGE 39D9. AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. REAL 27) REAFFIRMATIN STMENTI3LTD, RECORDED MAAND POST Y 4. 2005 INNT BY BOO( 951, PAGE 3R163.HAFFFECCTTS SUBAC1 PROPERTY INVESTMENTS, NOTLTD. GRAPHICALLY SHOWN HEREON & 28) DEVELOPMENT AGREEMENT (OCOEE TOWN CENTER) BY AND BETWEEN COLONIAL BUFORD. LLC AND THE CITY O OCOEE RECORDED DECEMBER 15, 2011 IN BOOK 10307, PAGE 396. AFFECTS SUBJECT PROPERTY BUT HOT GRAPHICALLY SHOWN HEREON. 29) DECLARATION O COVERATI CONDITIONS, RESTRICTIONS AID EASEMENTS O OCOEE TOWN CENTER, WDCH CONTAINS PROVISIONS FOR A PRIVATE ORANGE OR ASSESSMENTS, RECORDED MAY 31, 2012 IN BOOK 10384, PAGE 7793 , BUT DELETING ANY COVENANT, CONDITION OR ORSTRICTO NATIONALI OFIGN 0 THEREXETENT SUCHMITATION OR DISCRIMINATION BASED ON RA.COVENANTS, CONDITIONS OR RESTRICTIONSVIO OR, RELIGION. 42USC 3604(C) AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON. 30) ASSOCIATION RECTEMPORARY ORDED MAY 31,22012 IN BOO( 10384, PAGE 77864. AFFECTSNAGE EASEMENT IN FAVOR F THE TY Of SUB.CT�OPERTYY ASCOEE SH OWNOHEREI HEREIN. PROPERTY OWNERS 31) TERMS AND CONDITIONS O ANY EXISTING UNRECORDED LEASE(S), AD ALL RIGHTS O LESSEE(S) AND ANY PARTIES CLAMING THROUGH THE LESSEES) UNDER THE LEASE(S). AFFECTS SUBJECT PROPERTY BUT HOT GRAPHICALLY SHOWN HEREON, LEGEND OF STANDARD ABBREVIATIONS AND SYMBOLS AMC = GUY ANCHOR ✓� "D, - BACKFLOW PREVENTER 8M = BENCHMARK ® = CATCH (C) = CALCULATED DATA E = LINE CENTERLINE CONE = CM = CONCRETE CONCRETE MONUMENT 7., = CONCRETE POWER POLE CM? = CORRUGATED METAL PIPE m = ELECTRIC BOX OR RISER (0) = DEED DATA = FIRE HYDRANT ELEC = ELECTRIC ® = CAS MARKER ETP = ELECTRIC TRANSFORMER PAD ® = GAS METER FEE = FINISHED FLOOR ELEVATION - GAS VALVE = HOPE = FOUND HIGH DENSITY POLYETHYLENE q = LIGHT POE RNV = INVERT Q = SANITARY SEWER MANHOLE LB = PROFESSIONAL SURVEYING AND MAPPING BUUSNESS = SOU (M) = MEASURED DATA Q = STORM SEWER MAIAiOLE HIS = CONCRETE MITERED END SECTION m = TELEPHONE RISER NAM = NORTH AMERICAN VERTM DATUM, "—"— = ItNDERCROUtNO WATER TIME N/D = ADJUSTMENT OF 1998 NAIL AND DISK —u—= UNDERGROUND ELECTRIC LINE (P) = PLAT DATA —us—= UNDERGROUND GAS LINE PSM = PROFES90HAL SURVEYOR AND MAPPER ® = WATER METER PVC = POLYVINYL CHLORIDE Wr pd = WATER VALVE RCP = REINFORCED CONCRETE PIPE = WOOD POWER POLE R/W = RIGHT-OF-WAY = SET 1/2' IRON WITH CAP (' L66123 RWM = RECLAIM WATER METER ® RWS = RECLAIM WATER SERVICE RWV = RECLAIM WATER VALVE SCO = SEWER CLEAN OUT SRC = SET 1/2' IRON ROD WIN CAP I L06723 SN/D = SET NAIL WIN DISK / L86723 SV = SANITARY FORCE MAN VALVE HIM= TEMPORARY BENCH MARK WS = WATER SERMCE VICINITY MAP RIOT TO SCALE SURVEYOR'S NOTES: 1) TYPE OF SURVEY: ALIA/AGSM LAND TIRE BOUNDARY SURVEY. ANY USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH it WAS INTENDED, WITHOUT W81TEN VERIFICATION, WILL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO TIE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 2) LEGAL DESCRIPTIONS SHOWN HEREON ARE THE SAME AS THE LEGAL DESCRIPTIONS N ME BELOW -REFERENCED TITLE COMMITMENT PROVIDED BY THE CLIENT. 3) THIS SURVEY WAS PREPARED WITH THE BENEFIT O TITLE COMMITMENT FILE NUMBER 2037-3204677 ISSUED BY FIRST AMERICAN TIRE INSINANO COMPANY, EFFECTIVE DATE 10/16/2014 AT 8,00 A.M. 4) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND/OR PRIVATE AGREEMENTS 1101 FURNISHED TO THIS SURVEYOR OR SHOWN BIT THIS BOUNDARY SURVEY THAT MAY AFFECT PROPERTY RIGHTS ANO/OR LAND USE RIGHTS OF THE SUBJECT PROPERTY. 5) NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE O ANY UNDERGROUND IMPROVEMENTS, STRUCTURES, OR FOUNDATIONS UNDERGROUND UTILITIES SHOWN HEREON ARE SHOWN PER ABOVE GROUND EVIDENCE AND/OR RECORD DRAWINGS OR MUNICIPAL ATLAS UPON FOR EXCAVATIONTION ORD THE OR CRITICCATION OF ALL AL DESCH FUNCTIONS WITHOUT FIELD VERIFICATION OND UTILITY EWES ARE RDMITCROUND UTUTY LOCATION& UTILITIES OXIMATE ONLY. THIS DOCUMENT SHOULD NOT BE REUED R4ER THAN THOSE SHOWN HEREC MAY EXIST. 6) THERE MAY E UATRU ENTAL ISSUES PROPERTYHOT l ER MATTERS ONTMS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL, STATE OR LOCAL GOVERNMENTS 7) UNLESS 11 BEARS MAP IS H THE SIGNATURE PURPOSESiORIGINALONLY AND RAISED VISE NOT A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR 8) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SLUING PARTY OR PARTIES IS PROHIBITED WRIC T WRITTEN CONSENT O THE SGNING PARTY OR PARTIES 9) ADJOTING PROPERTY OWNERS SHOWN HEREON ARE BASED O4 INFORMATION OBTAINED FROM THE COUNTY PROPERTY APPRAISER WEB SHE AND IS FOR INFORMATIONAL PURPOSES ONLY. 10) SEE DRAWING FOR ON SITE TEMPORARY BENCHMARKS (IBM)_ 11) ELEVATIONS SHOWN HEREON ARE IN FEET AND ARE BASED UPON ORANGE COUNTY BENCHMARK i S1529025. RECOVERED 3' ALUM94UM DISK ON CURB INLET, HAVING A PUBLISHED ELEVATION O 121.681 REFERENCED TO NORTH AMERCAH VERTICAL DATUM O 1988 (NAVD'88). 12) DIE VERTICAL CONTROL ESTABLISHED FOR THIS SURVEY IS BASED ON A CLOSED LEVEL LOOP, HAVING A CLOSURE ACCURACY WHICH MEETS OR EXCEEDS THAT REWIRED BY THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, FLORIDA STATUTES 472.027. 13) BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE EAST LINE O THE SOUTHWEST 1/4 O THE SOUTHWEST 1/4 O SECTOR 20-22-28 BEING SOUTH 00'31'IY EAST, 14) SUBJECT PROPERTY SOWN HEREON IS IN ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP PANEL NUMBER 1209500220 F. MAP DATE SEPTEMBER 25, 2009. 15) DISTANCES SHOWN HEREON ARE IN U.S, SURVEY FEET. 16) LAST DATE O FIELD SURVEY: 3/20/2015 CERTIFICATION: TO PICERNE DEVELOPMENT CORPORATION O FLORIDA: AK(RMAN SENTERFITT AND FIRST AMERICAN TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WIN THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TIRE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, MID INCLUDES ITEMS i, 3, 4, 8, Il(A). 12, 13, AND 14 O TABLE A THEREOF. THE FIELD WOK WAS COMPLETED ON MARCH 20, 2015. DATE O MAR. MARCH 20, 2015 JADES L. RICKMAN, FLORIDA LICENSED SURVEYOR AND MAPPER f%33 FOR THE LICENSED F98A O ALLEN @ COMPANY, LB 15723 W D u% U) W Q cc 0 N Q ® Z z *y ® L U =Z 'O m U) U W J IS �: N Q ® °- Cr U) O ® W � EEu oO g ® 0 ® ZU o� U U)ULF U U Q OU J Q mrtxn mm a M sorts IA I aF<NJIs•<Rfl i/4aM mu4R1T IA Q 4RQI ]4ll-n \ �»t xw%�n In Q � SD�Nn41 vl a .UN-n d P 59H 0) 70Fr� it —_ ISY f �tnN f/1' \ �• tlGaH r lra6 i � . 0.W eQl K01 L'P i\ � FaU'4LaH I \ I \ \ ly\-- CASEWENI PER Offq/t PLCO'a7S \�I60D( 4267, PACE 2313 \ \ \ \ \ 9i• C40 i GRAPHIC SCALE 10 o \ .. IN FEET) \ I \\ I ih = 40 CL \ \ \\\i Ekll)�f PER W0( 4287, CE OCR 7 RECORDS A \ \ I \ \ \ rp ala LINE TABLE \ \ [I.� LOIE LENGTH BEARING \ YYY \ Lt 12, 32' .4-'w24'W \ L7 1230' O N40tl3'24"W \ \ 1 Uaa a[mmxa L2 34,7a' N53'50'03'E \ r IN xc�Aitn l2 34.87' D N53'S0'O]"E \ \\ PORT 0f co aENO:MN� M »rm�l QasA a nG / sa ]o-n�f Latno CURVE TABLE CURVE flADNS LENGTH CHORD CHORD BEARWG DELTA CI 121.50' 106.32' 102.96' S65V7'29'E 50D810' C2 127.50' 7404' 7300• S73'25'OJ"W 3316 IS' C3 19750' I520' 15.19, S52'08'52'W 424 31 C4 5735.72' 397.73' 397.65' N38'04'13'W 35W23" C5 46000' 29321' 288.27' N72'OS'4I-E 36'31'16' C6 890.00' 108.73' 10867' N8651'19'E 7'OD'00' C7 637.58' 169.70' 169.20' N81'55'10'W 1515'00' CB IBI 78' 19 49' 19 48' N77'23'28'W 6'OB'34' C9 460.00' 12].BB' 727.4]' S62'i4'10'W 1555'42' C8 0 181.78' 19.16' N7]'OS'25'W 6'02'33' C9 0 4MOCY 128.02' 12761' S82'24'10'W1 15'56'46' SEE SHEETS 4 & 5 FOR TOPOGRAPHIC INFORMATION \ \ fmO Y}4"0.wi8 wu[n; U Nrzs Li Li El u ttc Ng3'21'20'E I I 1 409.61' R/N IN./C6 082i, (0)I I. 1` I PARCEL 2 c•,a chow nQ� na I I I PONT OF NEMM m .1 i PARMS 1 uv0 2 raAol MI �`I NW30'02"* NL63' I I I I I I I eau°s°n. iiaiw I � , ' I 41 I ':I I I osu .zc ay. uc I I, I I I W PARCEL I I = vAcvlT, GooaD w �I w I I I eIw I Nel I I i I I i I I I ( I I wH=a.uswa.mw aorm I ( av m. rux m sa Nauru W7 I I I i ,� I �, uam uvnirw I I`, �nA�lur I _ r i I � unm e.zmn a4 acau moc NI01O3'24•W—�-- Nn.iM IW V-1 o� l 70.32 I w I I E— a mF Hasa i PIRGs t LK H89%'w"R I I I t t O1 127.60' I I \ I of m>A8 co fA4Ya1 {P I / •(x 57� /• �� g q�, `F l PARCEL 3 TRACT 8 Qeowcf°Yianlur w I I w OCCEE TOM CENTER - PARE I I $ cn I Q•0 �s� g� �. i I 0•4' PARCEL 4 LOT 4 xr. i I�yi rw0i0iA<i ua �49 OWEC TONI DENIER - PHASE I I J I i xx v.�a� a9t I y SEE SHEET 3 w cc � u� i' OC ® ry+ LL W I- N wo zQ LL 0 O W =Z �o m Lu Cr J O U Ow NZ H ® r aC =O Z Z LLI W bB7O O U ° O Z} U O o_ fn Q F-F U N Q J Q ---- - — --- -- ---- ---- — — - lop 1 I �• pQ MAINE STREET hd Nn , 9 I s�e�w h 4.15 A ' Inv q4D ISR .Ina Ixi 't0 ° ro PA3ER$ •rrin ,nn n ° n ., MMaw i $ r'0 •�•--. a`� a ,RMt aq 60.0� ( VPUBM R/W 4p r p , MAY a�� G lean r ° ' 3it 1 ' a>•losle �. IV a me\ , d d • a& K,NY.IIfi13 X, 1 \ --------- --- .—. . _ HIM / 1 F N A — ELEV:121.12(NAYD'D6) `�. s----,�'--- --�- —ems. �•----'n---- °4 IV ab6 p SN/D 1 L06723 @40 a \ WA 1 �a PARCEL 2 AAi----eA+`c�"4 p< F®o \ct a 94 r 94 PAR(al Ab AA 64°b U44 I I ! I Q0 ®6 eF -"A' A' A6 °A °d �d pb°a\\ °6 �' pb AA qa Oft* r' ®c Ab ®A 66 trb 6®a4 \ AA p4 pA °4 i 916 Alt . A4 / Q b A6 ®F ®4 <®� 6 eF / � pd / \ i rr'>• stoat yl yi ,A, 601 ' ®�®$ \ ® d4 I s A',4 j /' 4 @ 6I�d Ab `V < A 1 l A4 Ewb \ SE N1311133 4: C \ T ®d L ®6 ♦ ®6 9 / ap I ';I Ad \\ ®F ®4 I A6®A �--,„_ ®c \\ 4®mob 94 Aid 1 1 ®b 1 I' ®4 I ytt. 6 4 A4 \\ ts°b A ®{ Ad \\iF a I �;' 4 64 i fVI w II I Iuj Pdfl \ \ 1 \ \2• I I / ' A (.RArz:11107 f � \ ARCH 1 ®bl A4 \\ vncART. lmmEo e4 \ I 4y I I ww &Iin \ I a \ \ 664 I I Alo \1 \ I 64 \\ �4 ®6 I �4 A6'AS'— A6 ®A\ ®6 I F \ AF \� il• I 1 \ \\mil I ) \ ®b I � ®d ®F \ \ I ®4 ®,a /\\\;E a4 �b II 64 Alt i GRAPHIC SCALE ®6A6 � I \ s I \ a \ I \ �\\ A6 oo o p \ I STRUT � in IN F) \ I \ I 4i9 II ®4 •\\ ®6 \\� ' I •\ , 9NY.106.91 EED I \\� „F \ 04> I I I 4L Ab 94 I?I v / sco -- - TREE TABLE 12!09 TYPE COUNT CAMPHOR I a V / I artm can ; ' \ \ E W10794- a` ; a WOM01 ` 1 R NYomv CHRiABERRY 47 \ l — _ — — — — — -�' TCP 11196 A PARCEL I / ®4 ®4 sNvltlsa ,�j e x 6 '- — °s — I y\svNv,�m.}r i SNEEI CVM 2 \ ®4 �� F %A • �i q _` —— _ _ —4 k\' I —1 64 6b OAK HICKORY 534 \ \\ \ ®.4 ®F ®4 ` j' a ✓' ` } 0 i —�' 5_---_ Cv, I�I'`Id'' \\ PINE I \ \ \ RAk4 11 Z \ TREELEGEND \ \\ i 06 = pb - 6' CAMPHOR 6' CHNADERRY \ 9g \\ Oe = - 6' 0DM \ \ \ \ Ob 6' HCKORr � ®b = 6' OAK ®b = 6' PALM Ae = 6' NNE \ d1 SEE SHEETS 2 & 3 FOR BOUNDARY INFORMATION \ o � via ,GO ,r r e6 4mcL F SEE SHEET 5 x8 9� TOPM2 .A V.1211/ 'o ®F PARCEL 4 4� l0i 9 �!*��? oca[ IVAR CERTEA - Ptt� I ®4 � ®F r+\ \ B1Y.11090 I I II I'I \ �4 III II II \ \ PARCEL TRACI \\ \\ OWE[ lOM CENTER - FKASE I ®�F \: \\• I I I I I \ II \\\\ I I I Ab o .e 6 ®F ®d 1''e'' �a I CIM NUT r � ( MOM 21 A4 ii Kn NY.11.J] SY W..1H.3t W w Lu w w � F- fn u� W CQ w0 z LI_ Z Z O U DO m O O(A) w w O N Z P LL ® a" CC =O cl w z LLI 0w O ® ~O 0 zILL U ® O� (n Q � �Q i o� LL • I iauoj =Wqol I Sue Lorentz Interplan LLC 604 Courtland Street, Suite 100 Orlando, Florida 32804 RE: OASIS AT OCOEE APARTMENTS FINAL SITE PLAN LS-2015-009 IST REVIEW Dear Sue Lorentz: �Qomrnjssioners Vacant, Disf(icf I Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, bistrict 4 Thank you for your submittal for the above -mentioned project. We have attached staff comments that are in response to your submittal. At your convenience, please call me at (407) 905-3100 extension 1021 to schedule a Technical Staff Review Committee Meeting (TSRC). During this meeting, the appropriate staff members will go over any of their comments to facilitate the re -submittal. In your written response, we ask that you indicate how each comment was addressed. If you have any questions, please contact me. Thank you! Sincerely, Sherry Seaver Sherry Seaver, Development Review Coordinator Planning Division Attachment Cc: Mike Rumer, City Planner Engineering Department Chris Blurton, Interplan LLC Project File MICHAEL RUMER CITY PLANNER (407) 905-3100 Extension 1018 The following staff comments are in response to the submittal stamp -dated October 14, 2015. The segmental block retaining wall located at pond #4 needs to include the color of the block. 2. Light fixture cut sheet on E16.04. Article 6, Section 6-14 (2)(vii,) all site lighting shall be designed to minimize glare, light pollution and light trespass while promoting high visual acuity in accordance with recommended practices as contained in Publication RP-33-99 of the Illuminating Engineering Society of North America. All lighting fixtures shall be equipped with shielded or full -cutoff luminaires incorporating flush -mounted lenses. 3. Bike racks should be placed in one or more of the public spaces behind the garages. 4. At the location of the mail kiosk, a tree is proposed to be planted. 5. The air conditioning condensing units are located too close to Main Street and Richmond Ave. This creates a less than desirable view from the urban road. How can this be rectified? Stating by landscaping is not enough to satisfy the answer. If the units have to remain, please show a specific plan to shield with opacity. 6. Is the sign location on Maine and Bluford in an easement? 7. Why is there direct pedestrian access from Building 4 to Bluford Ave? Let's discuss how this will look and function. 8. With regards to the Landscaping plans, there are numerous occasions where trees are proposed where conflicts with utilities will happen. The landscape plans need to be revised to accommodate utility lines. 9. There are several locations where the attempt can be made to save an existing tree. It may be an instance where we clear some of the site and stake building or curb locations and make a decision. 10. All outside electrical, telephone, cable, and gas equipment shall be placed as close to the building as possible and painted black and screened with landscaping (LDC, Article VI, Section 6-14, C, (2), (h), iii). If mounted on buildings then the same color of the building will apply. Please provide a note to indicate these requirements on the plans. 11. Please incorporate the provided architectural elevation drawings into the plan set and label it on the plan index. 12. Based on the calculation rate of Apartment, ($2,655.21 per unit), the estimated Transportation/Road impact fee for this project will be ($2,655.21 X 303) $804,528.63. This Transportation/Road impact fee with other applicable impact fees will be due at the time of issuance of a building permit. Please ensure that the owner/developer is aware of this fee amount. DAVID WHEELER, CITY ENGINEER (407) 905-3100 Extension 1505 The following are the results of your submittal for the above referenced project that was received on October 14, 2015. 1. On sheet C1, delete the plan east of the Richmond Avenue ROW, rotate the view, and blow up to a reasonable scale. 2. On sheet C1.1, delete the plan east of Richmond Avenue ROW, rotate the view, and blow up the image. 3. On sheet C1.1, the electrical transformer is proposed to be behind the sign wall and inside the fence. Has Duke Energy agreed to the location with those constraints? If not the transformer can be moved into the apartment complex for more accessibility — the transformer will not be placed outside the fence and be very visible. 4. On sheet C1.2, blow up the scale for easier review. Split to two sheets if necessary. 5. On sheet C1.2, the plan proposes only half a road for Richmond Avenue. Coordinate with the FOR for City Center West Orange for a cohesive design and with the developer of City Center West Orange on who is going to build the entire road. 6. On sheet C2, delete the plan east of Richmond Avenue ROW, rotate the view, and blow up the image. 7. On sheet C2, the fire flow reduction by the City is only 50%. 8. On sheet C2.1, delete the plan east of Richmond Avenue ROW, rotate the view, and blow up the image. 9. On sheet C2.1, the meter size needs to be reviewed based upon the projected flow and the number of stories in the building. 10. On sheet C2.1 and C2.2, remove the street lighting from the utility, drainage, etc. plans, there are site lighting plans included later in the plan set. 11. On sheet C2.1 and C2.2, since the City will not own the water, sewer, nor fire pipelines, place a sanitary sewer manhole on the inside edge of the ROW. The City will own and maintain this manhole and the piping in the ROW — the developer/HOA will own and maintain the sanitary sewer system on -site. 12. On sheet C2.1 and C2.2, it is recommended that all fire line PVC piping be DR14. 13. On sheet C2.1, the fire hydrant cannot be on the opposite side of the fence from the FDC. The FDC shall be within 50 feet of the fire hydrant. 14. On sheet C2.1 and C2.2, provide a detail for the potable water connection, meter, BFV, etc. 15. On sheet C2.2, blow up the scale for easier review. Split to two sheets if necessary. 16. On sheet C2.2, there is a manhole in the middle of Richmond Avenue approximately halfway between Maine Street and Ocoee Town Center Boulevard. 17. On sheet C2.2, do you really want the sanitary sewer to run in through the main entrance to the complex? 18. On sheet C2.2, so only one transformer is required for the north site? The transformers need to be internal to the site and not on the periphery. 19. On sheet C2.2, the FDCs shall be within 50 feet of a fire hydrant. 20. On sheet C2.2, while at least one fire hydrant is not needed for each building, additional fire hydrants are needed with the north site. 21. On sheet C3.0, show and label (LAT/LONG) the outfalls. 22. On sheet C3.0, the construction of Richmond Avenue is not within the SWPPP BMPs. And the extension of Ocoee Town Center Boulevard does not appear to be within the SWPPP BMPs either. 23. On sheet C3.1, delete the plan east of Richmond Avenue ROW, rotate the view, and blow up the image. 24. On sheet C3.1 and C3.2, what is the 100-yr flood elevation for the retentions? 25. On sheet C3.1, in the detail in the lower left hand corner there is a detail for a swale. Where are these swales located on the project. 26.On sheet C3.1, how is the grading in and around the trash compactor to be accomplished so as to not drain into the street? 27. On sheet C3.2, blow up the scale for easier review. Split to two sheets if necessary. 28. On sheet C4, details #15 and #16 can be deleted. Use the City's detail for a backflow preventer and for trench excavation and backfill. 29. On sheet C4.2, where is detail #4 to be used on the plans? 30. On sheet C4.2, there is no detail for the brick paver road section. 31. On sheet C4.2, the structural base course should be S-1. 32. On sheet L-2, along Bluford Avenue, if the trees will be within 10 feet of the existing water main root shields will be required. 33. On sheet L-5 and following pages, show the underground utilities. 34. On sheet L-9, provide typical sections for Richmond Avenue and Maine Street from inside the property line to the curb. 35. On sheet L-12, provide a table of the zones and their respective flow rates. 36. On sheets L-14, delete detail E, as the City does not allow fixed risers any longer. 37. On sheet L-14, expand the last sentence under Equipment List to read all pipe, fittings, valves, heads, and boxes shall be purple in color. 38. On sheet E16.03, there are some details missing in the Luminaire Schedule. 39. On sheet E16.03, include the existing lights on Ocoee Town Center Boulevard. 40. On sheet E16.03, where are the street lights for the extension of Ocoee Town Center Boulevard and Richmond Avenue. GARY GLEASON, UTILITIES (407) 905-3100 Extension 4302 1. Need irrigation checklist. SCOTT A. COOKSON, CITY ATTORNEY (407) 581-9800 Based upon our review of the documents submitted and pursuant to the Land Development Code of the City of Ocoee, we have the following comments: 1. Please provide an attorney's title opinion or title certification (the "Title Report") showing the record title holder of the property. Please note that the Title Report must also show all mortgages not satisfied or released of record nor otherwise terminated by law. The Title Report must be less than six months old and certified or addressed to the City of Ocoee and to Shuffield Lowman & Wilson, P.A. 2. Please ensure that the legal description referenced on the Title Report is identical to the legal description on the Survey and Site Plan. In addition, please include copies of all documents referenced in the Title Report. 3. Please have the Survey certified to the City of Ocoee and to Shuffield, Lowman & Wilson, P.A. 4. Please provide the Title Report to the surveyor and have the surveyor show all encumbrances referenced in the Title Report on the Survey. 5. Please remove "Picerne Development" from the title of the Site Plan. 6. Please add a sheet to the Site Plan and include the Conditions of Approval stated at Exhibit C of the Developer's Agreement, by and between Colonial Bluford LLC and the City Ocoee, executed December 6, 2011, and recorded on December 15, 2011, at Official Records Book 10307, Page 0396, Official Records of Orange County, Florida, as these Conditions of Approval were amended by Section 2(A)(ii)-(iv) of the First Amendment to Development Agreement. 7. Please add to the Site Plan the Intensity/Density Tracking Table and the Waiver Table from the approved Preliminary Site Plan of the First Amendment to Developer's Agreement, by and between Colonial Bluford LLC and the City Ocoee, executed June 16, 2015, and not yet recorded in the Official Records of Orange County, Florida. 8. Please revised the sheet index on the Cover Sheet so that the drawing references are consistent with the title of each drawing included on the site plan. 9. Please add to the Site Plan: a. Applicant and Surveyor name (include on cover sheet); b. The Legal Description for the property consistent with the legal description on the Survey and Title Report (include on cover sheet) c. Conservation zones (please note, a final Site Plan is required to show all identified conservation areas which are to be retained as a separate tract or as an easement over affected portions); d. Jurisdictional boundaries of all water bodies and conservation areas from the St. Johns River Water Management District, the Florida Department of Environmental Regulation, and the United States Army Corps of Engineers; and e. On -site soils boring report based upon Soil Conservation Service Classification System. If muck soils exist, the depth and extent must be identified (please note, a final Site Plan is required to show soil profiles, including soil borings, AASHTO soils classification, gradation, and determination of water table elevation). BILL WAGNER, POLICE DEPARTMENT (407) 905-3100 Ext 1. Need the Click to Enter system on the entry gates. SHAWN SORENSON FIRE INSPECTOR (407) 905-3100 Extension 2112 1. At least 4 more fire hydrants will need to be added to the project for adequate coverage. 2. The hydrants shown will need to be moved around to make them more effective for firefighting tactics. The smaller parcel looks like they want to use the fire hydrant outside the complex for coverage. This will not work well in an emergency situation. All hydrants should be inside the complex. RICHARD CAMPANALE, PE, PUBLIC WORKS (407) 905-3170 In review of the site plans issued October 14, 2015, PW has the following comments to offer for consideration. 1. Sheets C1, C1.1 and C1.2, Sidewalk construction within private property, are sidewalks to be maintained by City or owner? 2. Sheet C1.1, Dumpster Enclosure shown on South Site, will a second Dumpster Enclosure be installed on the North Site? 3. Sheet C3, Provide cross-section at Berm system upstream of Lake Bennett, and cross section of overflow structure? 4. Sheet C3, Provide Erosion Control along grading and berm system up -gradient from Lake Bennett. 5. Sheet C3.1, Typical Exfiltration Trench Detail, Note: Larger perforated pipe construction results in a trench system top elevation to be constructed within the road and parking sub- base material. Please verify elevation of trench system in comparison of the road depth materials, and evaluate potential depressional settling within areas where base failure may result. 6. Sheet C3.1, Is an Emergency Overflow structure proposed for Tract B Parcel 3 Stormwater Pond that South Site drains into? 7. Sheet C3.2, Please explain and/or demonstrate how the Owner is to access Stormwater Dry Pond #4 for maintenance? MARK TROILO SINGHOFEN & ASSOCIATES INC. (407) 679-3001 These comments relate to stormwater related issues we've identified in the recent submittal for the subject project. Specifically, they relate to the drainage report and calculations (Dated: July, 2015) and/or construction plans submitted for permit review (Dated: August, 2015): 1. The following generally relate to the construction plans. a. Soil boring locations could not be determined from Figure B-1 of the geotechnical report. Please provide locations of soil borings in the construction documents (e.g., Paving and Grading sheets). Please note that per Article VI, Section 6-7 (C)(2), a minimum of two (2) soil borings are required per pond. b. Please provide a note indicating the vertical datum upon which elevations shown in the construction documents are based. c. Please provide basin delineations for Phase I and Phase III in the construction documents. d. The northern/eastern end of Ocoee Town Center Boulevard (fka. Public Road # 1 Extension) is proposed to drain to Pond 2 in Parcel 3, Tract B. Please provide supporting documentation from previous submittals and/or calculations that confirm Pond 3 was designed to accept runoff from this portion of the project. 2. The following generally relate to the drainage report and/or ICPR calculations. a. It appears pond areas have been considered "pervious" for purposes of calculating curve numbers (CNs). Stormwater ponds are to be considered as directly -connected impervious area (DCIA) for CN calculations in PONDS analyses to avoid double counting vertical infiltration through the pond bottom. Please review and revise as needed and resubmit affected calculations. b. Please note that "the 100-year frequency storm produces approximately 10.6 inches of rainfall in a 24-hour period" and that the 10-year frequency storm produces 7.5 inches of rainfall, per the City of Ocoee Comp Plan (Chapter 5c, Drainage Sub -Element, Section I(c)). Additionally, the Ocoee LDC requires the rainfall distribution to "be in accordance with Orange County's distribution" (Article VI, Section 6-7(13)(3)(e)(2)(c)). c. Please provide storm sewer and inlet capacity tabulations for the secondary system including delineation of sub -basin areas. Please also note that the secondary system must be evaluated using the 10-year, 24-hour storm event tailwater elevation per the City's Land Development Code (LDC) (Article VI, Section 6-7(13)(3)(h)(4)). d. The weir elevation provided in the PONDS analysis (123.4 ft) does not match the grate elevation provided in the construction documents (123.6 ft). Please revise to be consistent. e. Please provide an analysis of the exfiltration trench design used in Phase I of the construction documents. Please note that horizontal hydraulic conductivity must be adjusted to account for retaining walls such as those shown along the perimeter of Pond 4 in Phase III. 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