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HomeMy WebLinkAboutItem 08 Approval of a Non-Substantial Amendment to the Approved Planned Unit Development (PUD) Land Use Plan for the Reserve at Lake Meadow PUD ocoee Florida - AGENDA ITEM COVER SHEET Meeting Date: May 18, 2021 Item # Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: Ext. 1018 City Manager: Subject: Reserve at Lake Meadow PUD (Planned Unit Development) Non-Substantial Amendment to the Approved PUD Land Use Plan Project No(s): RZ-14-01-01 Commission District#4 George Oliver, Ill • Background Summary: On December 15, 2020, the Reserve at Lake Meadow PUD was officially approved by the City Commission. The property is generally located directly east of Lauren Beth Ave., approximately 3,500 feet to the south of Clarcona- Ocoee Rd., and 166 feet north of Nicole Blvd. It is approximately 18.58 acres in size and is currently vacant and undeveloped with an abundance of vegetation.The Reserve at Lake Meadow PUD was approved for Low-Density residential with a plan for 46 single-family units. The PUD Land Use plan provides for one (1) full access point on the south side of the subject property via a parcel currently under Orange County ownership and in the process of being transferred to the City of Ocoee. The land contains existing and proposed utility lines from the City of Ocoee. Due to the locations and depths of the current and proposed lines, also trying to utilize the area as an access point will not work. Therefore, the applicant is proposing to move the access point north 208 feet.The only other modification to the site is a retention pond to accommodate the road in the new location. The proposed Amendment to the PUD consists of the following: • Changing the proposed location of the entrance from the south side, north +/-208 feet. Issue: Should the Honorable Mayor and City Commission confirm the Development Review Committee (DRC) determination of a Non-Substantial Amendment to the PUD.Land Use Plan for Reserve at Lake Meadow PUD? Development Review Recommendation: On May 4, 2021,the DRC met to determine if the proposed Amendment to the PUD Land Use Plan was consistent with the City's regulations and policies. According to the City's Land Development Code, alterations to an approved PUD Land Use Plan shall be classified as either substantial or non-substantial by the DRC. The Committee determined that the proposed Amendment was considered a non-substantial amendment due to the criteria established in the City's Land Development Code. Staff Recommendation: Based on the recommendation of the DRC and meeting the criteria for a non-substantial change, staff recommends that the Honorable Mayor Commission approve the DRC's determination of the Non-Substantial Amendment to the PUD Land Use Plan for Reserve at Lake Meadow PUD. Attachments: Location Map; Existing Approved Reserve at Lake Meadow PUD Land Use Plan; Proposed Amendment to the Land Use Plan for Reserve at Lake Meadow PUD Financial Impact: None Type of Item: (please mark with an"x") Public Hearing : F Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading /, Public Hearing Resolution Regular Agenda _ _ _ _ _ X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. 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J II a ``- lllIMI mile I I I I I III I / Vt _ =�� 1Illlllll� p \ N-Clar-ke-Road--- - 1Willmit46 VS,Fts Mt* --r-Is • , — Pr)posed ElNon-substantial Amendment to the PUD LOCATION MAP BOO �L� MMQG°� PROFE SIGNAL TEA CIVIL/TRAFFIC ENGINEER: AVID GROUP, LLC ATTN: CHARLIE POTTER, PE 2300 CURLEWROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 E-MAIL: chaHle,29Ut aavidgmup,cotn PLANNER: AVID GROUP, LLC A FIN: PETER PENSA, AICP 23DO CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34583 PHONE: (727) 789-9500 E-MAIL: peler.pen3a@evld9roup,mm SURVEYOR: AVID GROUP, LLC ATTN: JOHN WABY, PLS 2300 CURLEW ROAD SURE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 EFIAIL: )ohn,wabp@avidgroup.com LANDSCAPE ARCHITECT: C]tA DESIGNS, LLC ATTN: CATHERINE MORAHAN, RlA 3333 SAN PEDRO STREET CLFARWATER, FLORIDA 33759 PHONE: (727) 430-5038 EhWL: cmorahartEmizon,net GEOTECHNICAL ENGINEER: ECS FLORIDA, LLC ATTN: DAVID SPANGLER, PE 2815 DIRECTORS ROW, SURE 500 ORLANDO, FL 32809 PHONE: (407) 859-9599 Eh1AIL ds� ARCHITECT: h1AGLEY DESIGN ATTN: RICK MAGUEY 1817 EAST WASHINGTON STREET ORIANDO, FL, 32803 PHONE: (407) 719-3144 Eh1AIL: hops://rvvm.magleydesign,mm/contact UTILITY COMF'A TES TELEPHONE/FIBER: CENTURYDNK CONTACT: THOtdAS SNAM1fER PHONE: (720) 578-8090 CAN/FIBER/TELEPHONE: CHARTER COMMUNICATIONS CONTACT: HELENE HERNANDEZ PHONE; (407) 532-8092 DUKE ENERGY ELECTRIC: CUSTOMER SERVICE CENTER PHONE: (800) 778-9190 WATER/SEWER/REUSE: CTTY OF OCOEE UTILITIES DEPT CONTACT: BRANDY EGGERICHS PHONE: (407) 905-3300 i Prepared For,' 121 SOUTH ORANGE AVENUE SUITE 1250 ORLANDO, FL 32801 PHONE: (727) 286-2934 Prepared By,' 11111 rO.SURVEYING 300 CURLEW ROAD STE 201 ALM HARBOR, FLORIDA 4683 GE ERALNOOTES THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PRO]ECI- WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS, DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP, @ (727)789-9500. �0 Q � M © M 0 �0 Q I PLAf`►I 1�►1DEi�: 1 COVER SHEET 2 TYPICAL DEVELOPMENT DETAILS 3 PRELIMINARY SITE PLAN 4 PRELIMINARY GRADING & DRAINAGE PLAN 5 PRELIMINARY UTILITY PLAN Ll PRELIMINARY LANDSCAPE PLAN m STATE OF � Imp '1 04/27/2W1 fa,(up� 7his:tcm haz bam d�Bttdly:i�ed end oiled at Cadjzz ttoth P£.mthe LIEGAL DD CESC�G MON daedei cmt diesd. Q printed copies of this dmunmt ara not mmatu d effused and e3led and the y c .mature must i rmi es ro any electrtmic capiea. A PARCEL OF LAND LYING IN A PORTION OF THE SOUTH 1/2 OFTHE SOUTHWEST 1/4 OF THE SOUTHVEST 1)9 OF SECTION 4, TOWNSHIP 22 SOUTH, RANGE 2B EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COiAh1ENCE AT THE SOUTHWEST CORNER OF SECTION 4, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE NORTH 89°0759" EAST ALONG THE SOUTH LINE OF SAID SECTION 4 FOR 30,00 FEET TO THE POINT OF BEGINNING AND THE EASTERN RIGHT OF WAY OF LAUREN BETH AVENUE (60 FOOT RIGHT OF WAY); THENCE NORTH 00003'53' EAST ALONG SAID EASTERN RIGHT OF WAY FOR 30,00 FEET TO THE SOUTHWEST CORNER OF THE PARCEL DESCRIBED IN DOCUMENT NUMBER 20180541250 AS RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY FLORIDA; THENCE NORTH 89°0759" EAST ALONG THE SOUTH LINE OF SAID PARCEL FOR 203,42 FEET TO THE 50lRTiEASf CORNER OF SAID PARCEL; THENCE NORTH 000051384 EAST ALONG THE EAST LINE OF SAID PARCEL FOR 208.4} FEET TO THE NORTHEAST CORNER OF SAID PARCEL; THENCE SOUTH 89"07 59' W EST ALONG THE NORTH LINE OF SAID PARCEL FOR 203,53 FEET TO INTERSECT THE AFORESAID EASTERN RIGHT OF WAY OF LAUREN BETH AVENUE; THENCE NORTH 00003'53" EAST ALONG SAID EASTERN RIGHT OF WAY FOR 422,53 FEET TO INTERSECT THE NORTH LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST I/4 OF SAID SECTION 4; THENCE NORTH 89030'12' EAST ALONG SAID NORTH LINE FOR 1,293,99 FEET TO THE NORTHEAST CORNER OF AFORESAID SOUTH 1/2 ; THENCE SOUTH 00°4520" WEST ALONG THE EAST LINE OF THE SAID SOUTH I/2 FOR 660,30 FEET TO INTERSECT THE AFORESAID SOUTH LINE OF SECTION 4; THENCE SOUTH 89°0759' WEST ALONG SAID SOUTH LINE FOR 1,286.05 FEET TO THE POINT OF BEGINNING, CONTAINING 809,601 SQUARE FEET OR IB,SB59 ACRES, MORE OR LESS, BOUNDARY AND TOPOGRAPHIC SURVEY INFORI9ATION TAKEN FROh1 "BOUNDARY SURVEY ALT/VNSPS LAND TIRE SURVEY" FOR "RESERVE AT LAKE MEADOW" PREPARED BY 70HN L. WABY, PUS, OF AVID GROUP, LLC DATED 7/I6/20 AND REVISED THROUGH 7/24/2020, WAIVERS: 1. CODE SECTION 9-S.L(5)(b); TO REDUCE THE REQUIRED FRONT BUILDING SETBACK FROI4 25 FEET TO 20 FEET (5 Fi REDUCTION) FOR ALL LOTS, 2. CODE SECTION 4-5.L(5)(B): TO REDUCE THE REQUIRED STREET SIDE BUILDING SETBACK FROM 25 FEET TO IS FEET (10 FT REDUCTION) FOR LOTS 5, 16, 17, 39 & 43 ONLY, 3. CODE SECl70N 4-S.L(5)(B); TO REDUCE THE REQUIRED STREET SIDE BUILDING SETBACK FROM 25 FEET TO 20 FEET (S FT REDUCTION) FOR LOT 9 ONLY, 4. CODE SECTION 4-S.F(9): TO REDUCE THE REQUIRED BUILDING SETBAIX TO NATURAL WATER BODIES (NORIML HIGH WATER ELEVATION) FROM 50 FEET TO 30 FEET, (20 FT REDUCTION), RESERVE AT LAKE MEADOW SUBDIVISION AVID GROUP JOB # 3149-009 DATE: 4/26/2D21 l0lS Ii:SIIiiB9 Er,SPx TR STONATER PONDTFAR< 0� 'A TYPICAL SECTION 4 N.Ts. TRACT C STORMWATER POND P/L consERvanaY LOTS I TAARA TFACP< 2S AVG. VYETIAND ' SURER J I I �1YETWItO LINE TRAa � B TYPICAL SECTION 9 rv.Ts. EXERCISE TRAIL IAVAEN SETH `Y •• STORIiI'/ATfR AVFINE I PQYDTRACTE ( TOB I EL=91.0'N r+s r: rc cacvnn i TYPICAL SECTION 4 N.r.s, TRACTESTORIk"VATERPOND I+mE TYPICAL SECTION ALL REQUIftEO STAIPeiG SHALL BE APPufoaFTERTHE FNSTASPHALT LLFT ENTRY DRIVE W/ISLAND - SO' ROW LS CIXi5T11UCIED aJO AGAIN AFTEA aESIGtI SPEED=25 rlPH sVRFACECW0.5E LffTis COtiSfRVCTED, (PUBIlC STREET) STONAVYAT PgtOTAACTC CONSERVATION TRACTA ND 2Se1'� R JI 1 I � V'IERArID ME ! tNEG I LOT srou,winTER LINE POND TPACTE L0�3 10' WIDE UTILIN EASEMENT. TYPICAL FRONT STREET S111GLE FAMILY r,LAYOUT Scale: 1"=30' GRADING NOTE: 1. ALL PROPOSED LOTS WILL BE GRADED SO THATALL LOT pRAINAGE RUNOFF IS DIRECTED TO THE FRONT STREET ("A LOTS'). LV1E NOIFS: 1. ALL PFQUIPED SiWPWG SHALL BE 7YPICALSECTION �LSOA�RTLH�EPIRsrA�1r ENTRY DRIVE AFTER ISLAND - SO' R/W AFiER SUPFACECW0.5E LIFT LS CIXISTRUL'TEO. DD = 25 r➢H 2. R T (m5ucSET) FRV"GLOS, rW11 WO PLOG AU- FROrrtaGE OF LOTS. 10' W[DE UTILITY FASEMETIC TYPICAL ALONG BOTH SIDES OF STREET REAR PROPERN LINE sIDEwALx — FRONT STREET 50' LOT' LAYOUT Scale: 1"=30' SETBACK NOTES: 1, THE ACCESSORY USE SETBACK SHALL BE 5 FEET. 2. FENCES SHALL BE SETBACK ALONG STREETS BY 5 FEET, 3. A/C UNRS SHALL BE INSTALLED ON ONE COMMON SIDE OF THE LOTS SO THAT THERE ARE NO INSTANCES WHERE TWO A/C UNITS ARE ON ANY ONE COMMON SIDE YARD. SHALL NOT BE INSTALLED ON A STREET SIDE YARD, IN CASES WHERE THE A/C UNIT CANNOT BE INSTALLED ON THE OPPOSITE SIDE, THE UNIT SHALL BE INSTALLED IN THE REAR. lB' vllurr EPSEN.ENT sA'f I SOD ETRffit EHiVElrt FORCE rWN, oft VYATER MANI (ro NOTES: i. AU REQUIBeo srnvwG snPLL BE APPLIED AFIFA THE FIPSTAEPHALT IIFPS coNsrnucrEo aro aGaN PFIER SVRFACE COVRSE LIFT Is <ONBTRtICTED. 2. TIPEFN0.B IN AREAS FRIX+N+G LOTS. mwmS CURB ALONG LOTS, ALL FROtfTAGE OF TS. TRACT SCHEDULE PARCEL AREA (ACRES) USES TRACT A 6.208 WETLAND CONSERVATION (V4-2 $ BUFFER) TRACT B 0.284 COMMON AREA (AMENITY) TflACT C 1,387 STOR61 WATER / OPEN SPACE TRACT D 0,774 STORM WATER / OPEN SPACE TRACT E 2.555 STORM WATER / OPEN SPACE TRACT F 0,021 PUMP STATION R/VY DEDICATION 1.896 ROADVYAYS LOTS 1-46 5.511 SINGLE-FAMILY LOTS TOTAL 18.586 IZ 12 cos. beau cone OR F CURB 2h 2— saD ( sryf �- 6^INII. � gSpµgLTSURFACE SASRI,ARY OURSE EX�R BASE COURSE CEIfiE0.0F TPAVEL sUBGRAOE ANE TYPICAL SECTION LOCAL ROAD - SD' R/W DEBIGIi SPEED = 25 MPM (PUBuc srREEr7 m vrlLnr FPSEPIINT 3' i s lR BOIF1 EIt}R0. EFftUEt+T WRCE FWN, OR WATER NAUI [f0 BE DETFAPllttED ON <ONSRYUrnOO FWis), 0.0AM'fAY io I 2B-22-0S-0000-0D-007 ZONING: A-1 (COUNTY) I I 1 .' OlRil iT I I wl oiRr' 28-22-05-0000-OD-ODB ( - ZONING: A-1 (COUNTY) T VfDF`�pD RT I BLAMKENSHIP HOLLY & DANIEL PARCEL NO. 04-22-28-0000-00-026 ZONING: A-1 (CITY) S89'07'59"W (F) 203.53' (F) v OPOSEO StGl1 SEMEtTT cd N >r rdE01NA FlLIBERTO FLORES yr PARCEL N0. 04-22-28-0000-00-014 0 z NOOD3'53"E (F) e 30.00' (F) PUMP STATION 0 TRACT F 11P,15P,V5 �t 4 C!F V'IALL 1'000 STAIRS LOT 4 LOT 5 PLAT BOOK 10 PG 114 STOP..'. --ohw----- hw--- �- NICOLE BLVD, STOP �— J RETENTION POND (0,44 ac) TRACT D (F) 4,5 WOOD FDICE piM NOG P'.FE LOT 7 6' YOf � �J F -,►F III III . 46 \\ \ 45 III 44 I 4: \; L L \\i , N89'10'12"E (F) 1293,99' (F) I -I I- -I f - - 7 III 42 III 41 tlo 40 /� \\J III III I'I"/�� I � 39 BEDICATiON — 38 \ 1 / \ 1 --- -- - -- I 17 18 ' r m'U.E, I 1 37 J 16 \ 19 36 J I I is J 1 20 \ 14 I 21 1 I L 35 I' •' 11 � 13 J � 22 J I I II Ir 34 1 Lla RETENTION POND POND TRACT C — I'la z = —j zv — I 33 I ' I- �a >n— 1 J J P 1 32 \ 10 J \ 25 ; I' 1J I \ — 9 \ 26 \ j L — 31 ' zo 30ee� L-- AMENITY // _ _ Ile •'� -----TRACT B J {— / — — --- ---- "---e. , S89'07'59'W (F) 303,96 ViDF 4 5' YrOW MICE IHiH HOG e+FE OT 1 LOT PLAT BOOK 10 PG 112 6' 5' CLF PARCEL fl0. 09-21-16-OOP7-00-01059 _ — oaAr,ce caarry ecc (AF ORR 719. FC 459 CITY OF OCOEE LOT 4 PARCEL NO. 09-22-28-0000-00-002 ZONING: R-1 (CITY) YttiO PJ9rs W/t25L SIRA,',D Yl'�E' T, CITY OF OCOEE REQUYRMENTS FROM SECTION eurTTn WETLAND W-2 5,75 AC 1.) h17N. NEi LOT SIZE FOR 40' WIDE LOTS = 4,40D sf 2J h1IN. NET LOT SIZE FOR 50'WIDE LOTS =6,100 sf NET BOOR AREA FOR ALL LOTS = 1,200 sf 4J PROPOSED COS75HARING,PAYBACK, OR CREDITTOIhiPACT FEE CONDITIONS APPLICABLE TO BOTH ON AND OFF -SITE PUBLLC II4PROVEMENTS STIPULATED BY 7HE CITY, WHICH OTHERWISE IXCEED NORtML DEVELOPMENT REQUIREMENTS OF THE PROTECT, 5.) APPLICANT PROPOSES TO CREATE A HOMEOWNERS ASSOCIATION TO PROVIDE FOR THE MANGEMENT OF ALL COMMON AREAS & FACILITIES. LAKE LEGEND ®•••®•••® SITE BOUNDARY LINE --- CENTER LINE OF ROAD RIGHT-OF-WAY LINE PROPOSED CURB EXISTING EDGE OF PAVEMENT J ff EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT JPROPOSED ASPHALT PAVEMENT J PROPOSED WETLAND BUFFER (TO BE DEDICATED TO CITY OF OCOEE) TYP TYPICAL HC HANDICAP S/VV SIDEWALK RS' 4 RADIUS IF LINEAR FEET SF SQUARE FEET / Need (WETLAND PROPERTY OWNER: KART RUSSELL THOM1tAS & EIIZABETH ANN THOMAS 3707 CRANIEIGH DRIVE WINTER GARDEN, R 34787 PROPERTY LOCATION: 2149 LAUREN BETH AVENUE OCOEE, R 3476 PROPERTY PARCEL I.D. NUMBER: 28-zz-as-0000-00-D24 PROPERTY USE: usE: MAXIMUM BUILDING HEIGHT: HE GHT: MAXIMUM BUILDING COVERAGE: (PERCENT OE GROSS LAND AREA) MIN. REQUIRED TOTAL OPEN SPACE: MIN. REQUIRED RECREATION AREA: (PERCENT OF GROSS LAND AREA) MAXIMUM LOT COVERAGE: (hiPX. I.S.R. FOR EACH LOT) SCHOOL AGE POPULATION: PROJECT AREAS: NO v 0 I iN I� PROPERTY ZONING: EXISTING: A 1 PROPOPSED: PUD FUTURE LAND USE: LDR (LOW DENSITY RESIDENTIAL) BUILDING SETBACK REQUIREMENTS: SEE SHEET 2 EXISTING VACANT 20 AREA (NET ACREAGE) EXISTING UPLA12.38 AC 66.616 EXISTING PPETLAND$ AREA 8421 AC 33,39`k TOTAL ACREAGE 18, 59 AC 100,00'k RESIDENTIAL GROSS DENSITY: PHASE 1: 96 UNITS / 18.59 AC = 2.47 DU/AC RESIDENTIAL NET DENSITY: M1fAXIMUM ALLOWABLE UNITS = 4 DU/AC X (GROSS LAND AREA - WETLANDS W2 & W3) =4 DUX 11.92 AC = 48 UNITS (4 DU/AC) PROPOSED UNITS = 46 UNITS (3.9 DU/AC) FLOOD ZONE: SUB7ECI' PROPERTY LIES WITHIN FLOOD ZONES "AE' (EL 84.6 NAVD) & "X•' PER PER FEDERAL EMERGENCY MANAGEMENT AGENCY ROOD INSURANCE RATE MAPS CODihiUNITY PANEL NUMBERS 12095C 0210F, DATED 9/25/09, RESIDENTIAL GROSS DENSITY: PHASE 1: 96 UNITS / 18.59 AC = 2.47 DU/AC RESIDENTIAL NET DENSITY: M1fAXIMUM ALLOWABLE UNITS = 4 DU/AC X (GROSS LAND AREA - WETLANDS W2 & W3) =4 DUX 11.92 AC = 48 UNITS (4 DU/AC) PROPOSED UNITS = 46 UNITS (3.9 DU/AC) FLOOD ZONE: SUB7ECI' PROPERTY LIES WITHIN FLOOD ZONES "AE' (EL 84.6 NAVD) & "X•' PER PER FEDERAL EMERGENCY MANAGEMENT AGENCY ROOD INSURANCE RATE MAPS CODihiUNITY PANEL NUMBERS 12095C 0210F, DATED 9/25/09, io f d 5?EI 21' 1018! ICb ICu.SS / I / .—...�...—�9 a w I �.'...—IQ — .1/—... /o..—.� —.. —�.� ..—� ... —.. �..Tftf�m ..—. —wNI A1 �f ItI-II II IN 1 // � ( 46 I\\�� \45 II 44 I I 43 III 42 III 41 I I 40 ///IN \� J � 1 L � L -1 L J/ / 39 L I / >1 I 1 1 I \ i D' 50' 1D0' h of 1" - 50 I (�.� L E WATER _... ... ...—... ... ... .rt......—...—...—...—...—...—...—...�...� I ; Ij, : r oc-r�nlrr 1 /i � 'i II tl: i TAKE MW P41NEDIEATi6NOND � RETENTION ofPOND (1.65 ac) i / . STORMWATER,/ POND I TRACT E,' If 1 / I L 2 N 17 1- 837/ � Z 3 \ NNNN 16 (� 19 - \ 1 J \ I 6, 1ry en Sol -(NIN -- IN ®. _ - I E I _ \\ \ IIRETENTION - POND dRTI� V A ITT� - (0.44 ac) � II_ �' - -- \" I TRACT D - \\ Tell Stl.�- 1I LB 7345 _ 11 11 \ ELEV 96 96 NN v r 1 1ST 1 1 mm P 14I 21 I a >/ �-� 1�=-�1 IL- -� 1i Yi:1�/ 1 22;� n I I �;J Ha 1 ' / 12 /I r -z3 \ �—j-4,� lop / 11 / 24' 1 _t J \ I \ INI L9,�'?' LT 1NN It �� Jf i 1 32 \I \ 1, 1\ AciS�. d0 �� 25 J=—� V =F" I 1 2 ,26 311 1 I! u ( 0 127 3D J — J :.0 U l ! v v � 01 28 1 I , � -`t --I I II I;i 1; 20 r'/,%/ LEGEND �i, �•••—•••� SITE BOUNDARY LINE �! --- CENTER LINE OF ROAD �! q RIGHT -OP -WAY LINE f PROPOSED CURB / ---- EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT �] EXISTING CONCRETE PAVEMENT' PROPOSED CONCRETE PAVEMENT WETLAND PROPOSED ASPHALT PAVEMENT W-Z PROPOSED WETLAND BUFFER IMPACT 5,75 AC NWL = 83.1 PROPOSED WEHAND BUFFER EXPANSION ®i DRAINAGE MANHOLE MITERED END SECTION ♦J\� SURFACE STORMWATER FLOW -ter- DIRECTION OF CURB FLOW I��''2�?�- III III I II I(iY\\ \WAIER AT{M�kENITY IN.� � % - -� � -IN a. T B 11 IN Of IN, PUMP STATION �-TRACT-F--� _ --- --------___ - \ NNNN\ -Mu-- I I __ � l-AL•Icu! -�-�ot 113 lal ^� m` y'�. v� r� +et - — LOT 4 LOT 5 LOT 6 LOT 7 LOT I :M L9 ]i!i EtE4 101 !i9 9 ME/ 1-1014 Q @=I06. 90 v-107,ff ;Wrf! l�4 rug rnz.el NICOLE BLVD, LOT 2 LOi 3 LOT 4 (WETLAND BENCHMARK &DATUM NOTE; i ELEVATIONS fOR THIS PROTECT ARE BASED ON BENCHMARK IBM N P1624020f PERTHE TOPOGRAPICSURVEY, DATED 7/29/2020, AS I PREPARED BY AVID GROUP, AND HAVING A PUBLISHED ELEVATION OF 150.424 FEET (NAVD 1988). THE DATUM CONVERSION FROM NAVD 1988 TO NGVD 1929 15 AS FOLLOWS: NAVD 1988 + 0.91 = NGVD 1929 I ADDITIONALLY, THREE BENCHMARKS WERE SET ON SITEANDARE SHOWN ON THE PLAN. ®...®...®...e...—...—...—...—...—...J_— I� v r 1 1ST 1 1 mm P 14I 21 I a >/ �-� 1�=-�1 IL- -� 1i Yi:1�/ 1 22;� n I I �;J Ha 1 ' / 12 /I r -z3 \ �—j-4,� lop / 11 / 24' 1 _t J \ I \ INI L9,�'?' LT 1NN It �� Jf i 1 32 \I \ 1, 1\ AciS�. d0 �� 25 J=—� V =F" I 1 2 ,26 311 1 I! u ( 0 127 3D J — J :.0 U l ! v v � 01 28 1 I , � -`t --I I II I;i 1; 20 r'/,%/ LEGEND �i, �•••—•••� SITE BOUNDARY LINE �! --- CENTER LINE OF ROAD �! q RIGHT -OP -WAY LINE f PROPOSED CURB / ---- EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT �] EXISTING CONCRETE PAVEMENT' PROPOSED CONCRETE PAVEMENT WETLAND PROPOSED ASPHALT PAVEMENT W-Z PROPOSED WETLAND BUFFER IMPACT 5,75 AC NWL = 83.1 PROPOSED WEHAND BUFFER EXPANSION ®i DRAINAGE MANHOLE MITERED END SECTION ♦J\� SURFACE STORMWATER FLOW -ter- DIRECTION OF CURB FLOW I��''2�?�- III III I II I(iY\\ \WAIER AT{M�kENITY IN.� � % - -� � -IN a. T B 11 IN Of IN, PUMP STATION �-TRACT-F--� _ --- --------___ - \ NNNN\ -Mu-- I I __ � l-AL•Icu! -�-�ot 113 lal ^� m` y'�. v� r� +et - — LOT 4 LOT 5 LOT 6 LOT 7 LOT I :M L9 ]i!i EtE4 101 !i9 9 ME/ 1-1014 Q @=I06. 90 v-107,ff ;Wrf! l�4 rug rnz.el NICOLE BLVD, LOT 2 LOi 3 LOT 4 (WETLAND BENCHMARK &DATUM NOTE; i ELEVATIONS fOR THIS PROTECT ARE BASED ON BENCHMARK IBM N P1624020f PERTHE TOPOGRAPICSURVEY, DATED 7/29/2020, AS I PREPARED BY AVID GROUP, AND HAVING A PUBLISHED ELEVATION OF 150.424 FEET (NAVD 1988). THE DATUM CONVERSION FROM NAVD 1988 TO NGVD 1929 15 AS FOLLOWS: NAVD 1988 + 0.91 = NGVD 1929 I ADDITIONALLY, THREE BENCHMARKS WERE SET ON SITEANDARE SHOWN ON THE PLAN. ®...®...®...e...—...—...—...—...—...J_— I� RETENTION POND (1,65 ac) snN �N- I R Ii R R j ft R R R 5Y1 ne„ I eulRPklm _ _ ix.W=1MBI .uNnMiury "'d+�i" 13'xr LOT 4 LOT 5 INT OF coma TONWII EMUTAG 14'WA1hv— Tghtlaz NICOLE BLVD, " \ 4 5 4 4 43 4 2 4 1 4 0 46 3 9 v/w ) 1 I I � I I _ — _ 1 I I I 2 34 ODWAR 6 R (E 0TP.E4ON4 N TD I O N ac LOT 7 LOT 1 E_ �•VGl. E1A 0a — aiI�Rr IN — -- I I 1 \ I I ;"•i/ %:i,%; �:�'�;;•i;I•j1d'If�(t,-.'//; i%/ %" If:',W,,/ % j�! • '/•' /Y. /I i �.—...—®_ ..—.�r'Fnt• ... —a 38 17 18 LEGEND 37 1AI(SIZE TED) PROPOSED FIRE HYDRANT 1619 EXISNG VALVE BUSING FIRE HYDRANT 15 20 WM WATER MAIN SS SANITARY SEWER 35 OS BUSTING SANITARY MANHOLE14 21 ETLAND (9 PROPOSED SANITARY MANHOLE W-2 13 22 5.75 AC WATER I4AIN34 SANITARY FORCE MAIN®-m SAl®®--® SANITARY SEWER M9N 12 23 R IRRIGATION MIN SITE BOUNDARY LINE 33 CENTER LINE OF ROAD RIGHT-OF-WAY FINE24 PROPOSED CURB 32 EXSTNG EDGE OF PAVEMENT 10 25 A BUSTING PAVEMENT BUSTING CONCRETE PAVEMENT 926 31 PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEN i30 29 0 i R R R R R 0. pOVfTOF CONNECTID:I IRRIWRIXI TWIN N CgYNECTTO PROPOSED YlATER FWVi V:RR RECIAAIED VYATER IS AVAIIPV4E V1 THE PJNRE OT 2 LOT 3 I {OPOSED 12'0 RVV LVrE LIJT J I NOTES 1. ALL IrdPROVEh1ENT5 TO BE DEDICATED AND/OR h1AINTAiNED BY THE CITY SHALL RE IN CONFORINWCE WITH THE NRRENi CITY OF OCOEE ENGVIEERING STANDARDS DIANUAL AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION, 2. THIS PROTECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE'" PLUMBING FJXNRE5 AND ENERGY STAR® APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CI(Y OF OCOEES CODE OF ORDINANCES, WATER DEMANDS pOVfTOF CONNECTID:I IRRIWRIXI TWIN N CgYNECTTO PROPOSED YlATER FWVi V:RR RECIAAIED VYATER IS AVAIIPV4E V1 THE PJNRE OT 2 LOT 3 I {OPOSED 12'0 RVV LVrE LIJT J I NOTES 1. ALL IrdPROVEh1ENT5 TO BE DEDICATED AND/OR h1AINTAiNED BY THE CITY SHALL RE IN CONFORINWCE WITH THE NRRENi CITY OF OCOEE ENGVIEERING STANDARDS DIANUAL AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION, 2. THIS PROTECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE'" PLUMBING FJXNRE5 AND ENERGY STAR® APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CI(Y OF OCOEES CODE OF ORDINANCES, WATER DEMANDS UNITS 46 AVERAGE OAI LY FLOTI 18,400 GPD (400 GPD/UNIT) PEAK DAILY FLOW 73,600 GPD (4.0 PEAK FACTOR) WASTEWATER DEMANDS uNITs a6 AVERAGE DAILY FL0 1 ,201 -2,150 SF: (300 GPD/UNIT) 2,151-3,300 SF: (400 GPD/UNIT) 11 x 400 35 x 300 GPD = 41400 GPD GPD = 101500 GPD TOTAL = 14,900 GPD PEAK (4,0 DAILY FLOTI PEAK FACTOR) 59,600 GPO �0000000loll • • • I I S Tel+ ='IaD LB ]345 0 Lor a rsv ELE4'- msa rLEr n�^cnr mo iv rcr=rts u RETENTION POND (1.65 ac) ' 1 _ 2 3 I 4 5 — I 6 � I I RETENTION POND (0.44 ac) LOT 5 LOT 6 LOT 7 ,sr NICOLE BLVD. 45 1 44 I 43 1 42 1 41 1 40 j 17 18 I I I I 16 19 I I 15 20 1 1 14 21 I 13 22 I 12 23 1 � I 11 � 24 I ;I o®8,10� —� 25 1 _ I ©' I 9 26 — — I I Ov� � u�ar Lr sTver[ �— I $ rxtT Ier 1 _®J � 27 � I 7 1 28 / LOT I LOT 2 LOT 3 TREE REPLACEMENTCHART I I I I I I I T I I 38 1 1 I 37 I I 36 I 1 1 I 1 I 1 35 1 1 j 34 I 33 Tm LEGEND ®•••®•••® SITE BOUNDARY LINE --- CENTER LINE OF ROAD RIGHT-OF-WAY LINE PROPOSED CURB EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT TYP TYPICAL HC HANDICAP S/W SIDEWALK RS 9 RADIUS LF LINEAR FEET SF SQUARE FEET �_ �' LANDSCAPE NOTES STREET TREES. THE DEVELOPER SHALL PLANT, WITHIN FIVE FEET OFTHE RIGHT-OF-WAY OF EACH STREET WITHIN A RESIDENTIAL OT a DEVELOPMENT, ONE SHADE TREE FOR EVERY FIFTY LINEAR FEET + OF RIGHT-OF-WAY. TREES SHALL BE SELECTED FROM THE APPROVED LIST OF TREES AND SHALL HAVE A MINIMUM OVERALL HEIGHT OF TEN FEET AT THE TIME OF PLANTING. Existing Tree Size Sample Multiplier for Total Ratio of Replacement Trees Total Plot Total Site to Removed Trees (.2295 ac.) (SZ.01 ac.) 24" D.B.H. or Greate 1 52.33 52.33 4:1 209 Palms 9 52.33 470.97 4:1 1,884 Total Replacement Trees 2,093 ALL RESIDENTIAL BUILDING LOTS SHALL HAVE, AT A MINIMUM, THREE TREES PER LOT, SAID TREES SHALL BE AT LEAST TWO INCHES IN DBH AND AT LEAST TEN FEET IN HEIGHT. ALL REQUIRED YARDS SHALL BE SODDED, FINAL IRRIGATION PLAN APPROVAL DOES NOT PROVIDE EXEMPTION FROM CITY OF OCOEE CODE OF ORDINANCES CHAPTER 175 LANDSCAPE IRRIGATION REQUIREMENTS. ANY DEVIATIONS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. 8®�GIDM©MIND rif� • I • �- 1 1 • • ' •• • -• ' . 5 c� LOCAT100 MAP ,� u d ?� �, 6 �x Mc� > � we o „�. m,... NTs ,r,.,,°w,u, a = 3 �';''' � � .N SITE q i � d € , ,,, k�, �� a $ 1 W�+'' y z - v o F` n { „=1A� o- �. y�. bn* �Oo �L� �1Qp PROFESSIONAL TEAM CNIL/TRAFFIC ENGINEER: AVID GROUP, LLC ATTN: CHARLIE POTTER, PE 2300 NRLEY✓ ROAD SUITE 201 PAUn HARBOR, RORIDA 34683 PHONE: (727) J89-9500 E-h1AIL: Nadlepottenaavidgroup.mm PLANNER: AVID GROUP, LLC ATTN: PETEfl PENSA, AICP 2300 NRLEW ROAD SUITE 201 PAU4 HARBOR, RORIDA 34683 PHONE: (727) 789-9500 E-MAIL: pater.pense@evidgraup,com SURVEYOR: AVID GROUP, LLC ATTN: JOHN WARY, PLS 2300 NRLEV✓ ROAD SUITE 201 PAU1 HARBOR, RORIDA 34683 PHONE: (727)789-9500 EhW L: ]ohn.wabyCavldgroup,com TELEPHONE/FIBER: LANDSCAPE ARCHITECT: Uhl DESIGNS, LLC ATTN: CATHERINE F10PANAN, RlA 3333 SAN PEDRO STREET CLFARWATER, RORIDA 33759 PHONE: (727)430-5038 Eh1AIl: unwahan@venzon.net GEOTECHNICAL ENGINEER: Ecs RORroA, uc ATTN: DAVID SpANGLER, PE 2815 DIRECTORS ROW, SUITE 600 ORLANDO, R 32809 PHONE: (407) 859-9599 EMAIL: dspanglertae611mi[etl.com ARCHITECT: hIAGLEY DESIGN ATTN: RIIX tMGLEY 1817 EASE WA$HINGTON STREET ORLANDD, R, 32803 PHONE: (407) 719-3144 Eh1AIL• https://YnylY.magleydesign.com/mntact TILITY COMPANIES CENNRYUNK CONTACT: THOhIAS SNRhIER PHONE: (720) 678-8090 CATV/FIBER/TELEPHONE; CHARTER COtdD1UNICA710N5 CONTACT; HELENE HERNANDEZ PHONE: (407) 532-8092 ELECTRIC: DUKE ENERGY NSTOMER SERVICE CENTER PHONE: (800) 778-9140 WATER/SEWER/REUSE: CITY OF OCOEE LfTIL1TIE5 OEPi CONTACT: BRRNDY EGGERICHS PHONE: (407) 905-3300 Prepared For,' 121 SOUTH ORANGE AVENUE SUITE 1250 ORLANDO, FL 32801 PHONE:(727)286-2934 Prepared By,• �� , � ,_ r�. � • �� �� R D TE 201 PALM HARBOR, FLORIDA 34683 GE E'ALNOTES THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATIDN SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP, @ (727)789-9500. m' 0 �_ DO 0'i DO _�' ©� �� �, PLA I DEX 1 COVER SHEEP 2 TYPICAL DEVELOPMENT DETAILS 3 PRELIMINARY SITE PLAN 4 PRELIMINARY GRADING &DRAINAGE PLAN 5 PRELIMINARY UTILITY PLAN Ll PRELIMINARY LANDSCAPE PLAN LEGAL DESCRIPTIOO A PARCEL OF LAND LYING IN A PORTION OF THE SOUTH 1/2 OF THE SOUTHW EST 1/4 OF THE SOUTHWEST 1/4 OF SECTON 4, TOWNSHIP 22 SOUTH, PANGE 2B EAST, ORANGE COUNTY, RORIDA, BEING f40RE PARTINLARLY DESCRIBED A9 FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SECTION 4, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE NORTH 89°0759" EAST ALONG THE SOUTH UNE OF SAID SECTION 4 FOR 3D.00 FEET TO THE POINT OF BEGINNING AND THE EASTERN RIGHT OF WAY OF IAUREN BETH AVENUE (60 FOOT RIGHT OF WAY); THENCE NORTH 00°03'S3' FAST ALONG SAID EASTERN RIGHT OF WAY FOR 30.00 FEET TO THE SOUTHWEST CORNER OF THE PARCEL DESCRIBED IN DONMENT NUMBER 20180541250 AS RECORDED IN THE PUBLIC RENRDS OF OPMGE COUNTY RORIDA; THENCE NORTH 89°OT59" EAST ALONG THE SOUTH LINE OF SAID PARCEL FOR 2D3.92 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL; THENCE NORTH 00°05'38" EAST ALONG THE EASE UNE OF SAID PARCEL W R 208.44 FEET TO THE NORTHE0.5T CORNER OF SAID PARCEL; THENCE SOUTH 89°OT59' WEST ALONG THE NORTH UNE OF SAID PARCEL FOR 203.53 FEET TO INTE0.5ECT THE AFORESAID EASTERN RIGHT OF WAY OF LAUREN BETH AVENiff ;THENCE NORTH 00°03'S3' EAST ALONG SAID EASTERN RIGHT OF WAY FOR 422.53 REi TO INTERSECT THE NORTH UNE OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECf10N 4; THENCE NORTH 89°10'12" EAST PLONG SAID NORTH UNE FOR 1,293,99 FEET TO THE NORTHEPSf CORNER OF AFORESAID SOUTH 1/2 ;THENCE SOUTH 00°4520" WEST ALONG THE FAST UNE OF THE SAID SOLrTH I/2 W0. 660.30 FEET TO INTERSECT THERFORESAID SOUTH UNE OF SECTION 4; THENCE SOUTH 89°OT59" WEST ALONG SAID SOUTH UNE FOR 1,286.05 FEET TO THE POINT OF BEGINNING. CONTAINING 809,601 SQUARE FEET OR 18.5859 ACRES, MORE OR LESS. MAP REFERENCES BOUNDARY AND TOPOGRAPHIC SURVEY INPJRI•IATION TAKEN FROM' BOUNDARY SURVEY ALTP/NSPS LAND TITLE SURVEY"' FOR"RESERVE AT LAJ(E tAFADOW' PREPARED BY JOHN L. VVAHY, PLS, OF AVID GROUP, LLC DATED 7/16/20 AI'1D REVISED THROWH 7/24/2020. WAIVERS: 1, CODE SECTION 4-S.L(Sxb): TO REDUCE THE REQUIRED FRONT BUILDING SETBACK FROM 25 FEET TO 20 FEET (5 FT REDUCTION) FDR ALL LOTS. 2. CODE SECRON 4-6.L(6xB): TO REDUCE THE REQUIRED STREET SIDE BUILDING SETBACK FROM 25 FEET TO 15 FEET (10 FT REDUCTION) FOR LOTS S, 16, 17, 39 Pa 93 ONLY. 3. CODE SECTION 9-5.L(5)(B): TO REDUCE THE REQUIRED STREET SIDE BUILDING SETBACK FROh125 FEET TO 20 FEET (5 FT REDUCTTON) FOR LOT 9 ONLY. 4, CODE SECTION 4-5.F(9): TO REDUCE THE REQUIRED BUILDING SETBACK TO NATURAL WATER BODIES (NORfM1 HIGH WATER ELEVATION) FROh150 FEET TO 30 FEET. (20 FT REDUCTION). RESERVE AT LAKE MEADOW SUBDIVISION AVID GROUP ]OB # 3149-009 DATE; 7/27/2020 r�C STOPIIYIATER LOTi 1 PIXIDTRACTF 1 0' TDI P0.0Pa5E0 GRADE 1� II e i7rvo c.E'x�tn1-% III EYISN�A: A TYPICAL SECTIDN 9 N.Ts• TRACT F STORIAWATER POND Lots l� CaisERVATION TURC I TPACTA ( I 2s AVG. Y( VV BUFFER I I I EL=92.0 Si 1 I �VATI BDOVE VAJUESlloI I s I jcsrc Cxvrm MULCH TRAIL B TYPICAL SECTION 4 n.Ts. EXERCISETRAIL IAUREti BEH1 K/YY STOFUTYAIFA AVENUE I PIXYOTRACTE (6' C TYPICAL SECTION 4 tiT.s. 7RACi E STORhiWATER POND FORCE PWN 9USGFADE Clare: w. REQUwm mwutG swuL BE TYPICAL SECTION APPLIED AFTER THE FITtSTASPHALT LIFT ENTRY DRIVE - 82' ROW Is CON9TRUCT£D N(D AGATtI AFlE0. SVRFACE C W0. E LRT ]5 CUYSTRUCTEO. DESIGtI SPEED = 25 MPH (MBUC STREET) STORFI\PATER I cONSERYATION PoND TPACTF I TRACTA 2S0UFFER m VIERAtiO IViE E161t II./ I I I STORMIYATFR R/W P0.0POSE0 PIXIDTPACTE I ROAD Is TOB P---1 EL 91.0 ' I �'S R' FASEtaENT I i 3, s m SAY Soo I I 2i 2K 1235MA�MP% 3 6. AS = Rani 10' WIDE UTILITY EASEMENT, TYPICAL ALONG BOTH SIDES OF STREET SB' f REAR PROPERTY LINE I 1 � YY F1Ri. 4d FUN. _____ ' 1 � REAR YARD T _ _ 1si sls sls J CORNER ( ql INTERIOR �I I �� rOOF UN[T ICI LOT i l j i?I I CONST. .I vl ILliL— i_____ FRONT---- YARD _U_____. Gross `� rvme wnulele SIDEWALK _ — FRONT STREET SINGLE FAMILY 40' L)i LAYOUY Scale: I"=30' GRADING NOTE: 1. A1L PROPOSED LOTS WILL BE 6RPDED 50 THAT ALL LOT DRAINAGE RUNOFF IS DIRECTED TO THE FRONT STREET ("A LOTS"). m caYc.MW11c OR F NRB 10' WIDE UTILITY EASEMENT. TYPICAL ALONG BOTH SIDES OF STREET REAR PROPERTY LINE 69-Fu� l sm Fml. I 1 REAR YARD j1— 1543 •�' ( CORNER hI INTERIOR Cj 1 LOT LOT W LIMITS OI OF UNIT ICI I CONST. ! FRONT YARD ! — S WIDE CONCRETE — — SIDEWALK FRONT STREET SINGLE FAMILY Scale: 1"=30' SETBACK NOTES: I. THE ACCESSORY USE SETBACK SHALL BE S FEET. 2. FENCES SHALL BE SETBACK ALONG STREETS BY 5 FEET, 3. A/C UNRS SHALL BE INSTALLED ON ONE COMMON SIDE OF THE LOTS SO THAT THERE ARE NO INSTANCES WHERE TWO ABC UNITS ARE ON ANY ONE COMMON SIDE YARD, 4. A/C UNITS SHALL NOT BE INSTALLED ON A STREET SIDE YARD, IN CASES WHERE THE AJC UNIT CANNOT BE INSTALLED ON THE OPPOSITE SIDE, THE UNIT SHALL BE INSTALLED IN THE REAR arlLm EASErturr 15i TRACT SCHEDULE PARCEL AREA (ACRES) USES TRACT A 6.208 WETLAND CONSERVATION (W-2 & BUFFER) TRACT B 0,216 COMMON AREA TRACT C 0,496 OPEN SPACE TRACT E 3,415 STORM WATER TRACT F 0,905 STORM WATER TRACT G 0.86T PUBLIC RIGHT-OF-WAY (TO BE ANNEXED) TRACT H 1,541 PUBLIC RIGHT-OF-YIAY TRACT J 0,074 PUBLIC RIGHT-OF-WAY TRACT K 0,061 PUMP STATION LOTS 1-48 4.803 SINGLE-FAIAILY LOTS TOTAL iB.586 soo I sn'+ FR11 36 MBV. 36' MIN. RFACE � � � 0.6PHALTSURFACE y�RSE E1TiffR EFRUEIFT FORCE COV0.5E SNIITARY 11A111, OR Y/AIER F1AV1 (ID SPJRTARY COURSE BfSE CWIi6E EI'/FA BE DEIERINNED DFI Sfl'!Eft SUBGPACE TRAVELF 1'rATER FWi1 cons IUCHON PWis). TRAVEL SUBGPA➢E WiE NOTES: ROTES LANE L A PEQU1FFDSTRJPMGSHAU-BE 1. ALL REQUDIED SIRPRG SHALL BE TYPICAL SECTION Lei 1iF ca�iSTRR�rmai AGGAVI LIFT IS i AGAV1T TYPICAL SECTION ENTRY DRIVE - 60' R/W AFrfRsuRFACEcwPSEI1FTts AFTER SURFACE COURSE UFTIS LOCAL ROAD - 50' R/W 25 GYPEF G W TYPEF UASV125 DfS(PUBUEEITLEED H 2. TYPEFM LOTS, MIAS CURB 2. TYPEFNR LOTS, AREAS NOT DESIGN (PUBLIC STREET) ETMPH (PUBLIC STREET) M FIRNGLGTS.F LOTS NRB ALONG ALEl GLOTS. LOTS CURB ALONG (PV6UC STREET) ALL FRONTAGE OF Lots. ALL FRIXtFAGE OF LCrts, arIL1TY FASE11FliE 1= mLI �Ui3tI1FE5TPIC4L s BOR151DES OF ROAD',YAY FIT11E0. EFRUfiR FORCE MAIN, DR 1'VATER tlAtii (1D BE oETEw-vF2n oN coNsmurnal Pros). loll IS lion F 28-22-05-0000-00-007 ZONING: A-1 (COUNTY) BLNdKENSHIP HOLLY & DANIEL PARCEL NO. 04-22-28-0000-00-026 ZONING: A-1 (CITY) \r I �A 13 (I 42 -1I 15di LPL 16 7+ / . m i nHV i C Q N I I o Z 1- Iz w I f wbQw S '07'59"W ) 203, ' (F) ® I � N I f --- 2 '_- :,. RR _ Flu. RF) FLO /, PARCEL tlU. 0 - , 00a.J-GO 014. , [ 1 4 �o R za-zz os 000D 00-008 CT J (PUBLIC RO ) ZONING: A-1(COUNTY) w N$ '0T59 E { 20 42 S ; n9C �'-' III_..—@ t _'44 a A o RT I -' NOOT13'S3 E (Ff �I.�- 30.00' (F) 5 �vaavosEosrcN PUBLIC ROW) EASEHErfE ���-� nP,NP,1ti i� 4 QF — - HALL A 00 STAIRS Yra'nP'nY 2Tt'. LOT 4 LOT 5 LOT 6 PLAT BOOK 10 PG 114 TOP' �.. �� ri JM4'.. NICOLE BLVD, -r r r i�srca N89'10'12"E 1293.99' ti / 37 36 10' U.E. '+L 35 ' J 34 I 33 I I 32 I � 7 i "— 31 ' 30 9 24 , 8 25 _ 29 7 26 1' 1-` (_ L 28 6 AMENITY r r— 1 ' TRACT B I — I Ire dod �\ �/--27I'd-)I py i89'07'S9"4/ F I 5' PUMP STATION S89'07'59wVf (F) 303,96' TRACT K ce rE 6 Y`OF 5' GA E 8' 11SF 5 6' It9f 4 S 11 FENCE 4.5 wcoo FINCE VIM HOG WIFE Y!M HOG v.qE LOT LOT I LOT 2 LOT 3 LOT 4 6, mF PLAT BOOK 10 PG 112 ZotO ;c: R-1 HU Y) fl0. 09-12-PH-G100-00-OI059 GOUNlY BGC PC 359 Cltt OF OCOEE PARCEL N0. 09-22-28-0000-00-002 ZONING; R-1 (CITY) NCCU POSls W/u',E SrRA,Yp WITS dy ETEtIr�TQN /' " 'I POND i f el iflR WATER POND LAKE I Ti)ACT F LEGEND SITE BOUNDARY LINE CENTERLINE OF ROAD ---- RIGHT-OF-WAY LINE PROPOSED CURB 7!, / EXISTING EDGE OF PAVEMENT J EXISTING PAVEMENT r j EXISTING CONCRETE PAVEMENT " PROPOSED CONCRETE PAVEMENT 7 5',£TIPf,D OUF�cR �: PROPOSED APHALT PAVEMENT 1 WETLAND PROPOSED WETLAND BUFFER W-2 (TO BE DEDICATED TO CITY OF OCOEE) 5,75 AC +� I 1 TYP TIPICAL. �< }. - NC HANDICAP );; I Sm SIDEWALK R5 5 RADIUS LF LINEAR FEET r SF SQUAFE FEET TRACT A (VVEFLAND + CONSERVATION) i Irr D&Tlb 1 ,-aaarsenesnc�E mun _.. CITY OF OCOEE REOUIRMENTS FROM SECTION 4-5 OF LDC: I.) h1IN. NET LOT SIZE FOR q0' WIDE L075 = q,400 sf 2J hIIN. NET LOT SIZE FOR 50'WIDE LOTS =6,100 sf 3.) LAIN. NET FLOOR AIiFA F00. 90' vAde (ors = x>a 4 J MIN. NET FLOOR AREA FOR 50' )vide lots = xra 5.) PARKING AREAS i7777 PROPOSED COST -SHARING, PAYBACK, OR CREDITTO IMPACT FEE CONDITIONS APPLICABLE TO BOTH ON AND OFF -SITE PUBLIC IMPROVEMENTS STIPULATED BY THE CITY, WHICH OTHERWISE EXCEED NORMAL DEVELOPMENT REQUIRDIENTS OF THE PROJECT, 7.) APPLICANT PROPOSES TO CREATE A HOMEOWNERS ASSOCIATION TO PROVIDE FOR THE MANGEMENT OF ALL COMMON AREAS & FACILITIES. PROPERTY ZONING; EXISTING: A-1 PROpOPSED; PUD FUTURE LAND USE: LDR (LOW DENSITY RESIDENTIAL) BUILDING SETBACK REQUIREMENTS: SEE SHEET 2 PROPERTY USE: EXISTING PROPOSED USE: VACANT SINGLE FAI4ILY (1 PHASE) MAXIMUM BUILDING HEIGHT: ALLowEO PROPOs6D HEIGHT: 35 FT 35 FT (3 STORIES MAX.) MAXIMUM BUILDING COVERAGE: ALLOWED PROPOSED (PERCENT OF GROSS LAND AREA) 30% 14 % MIN. REQUIRED TOTAL OPEN SPACE: REQUIRED PROPOSED 3s% 60% MIN. REQUIRED RECREATION AREA: REQUIRED PROPOSED (PERCENT OF GR055 LAND AREA) 5% (0,93 AC) 6.30/b (1,17 AC) (TRACTS B, C & PORTION OF TRACTS A) MAXIMUM LOT COVERAGE: ALLOWED PROPOSED (MAX. I.S.R. FOR EACH LOT) 70% 70% SCHOOL AGE POPULATION: 20 PROJECT AREAS: E%IBTING UPLAND AREA (NET ACREAGE) 11 .09 AG 59.e64 EXISTING YYETLAN08 AREA 7.50 AC 40.344e TOTALACREAGE 18,59 AC 100.004 RESIDENTIAL GRO55 DENSITY: PHPSE 1: 96 UNITS / 18.59 AC = 2,47 DU/AC RESIDENTIAL NET DENSITY: h1AXIh1Uh1 ALLOWABLE UNITS = 4 DU/AC X (GROSS LAND MEA-WETLAND$ W2 & W3) =4 DUX 11.92 AC = 48 UNITS (4 DU/AC) PROPOSED UNITS = 46 UNITS (3.9 DU/AC) FLOOD ZONE: SUBIECT PROPERTY LIES WITHIN FLOOD ZONES "AE" (EL 84B NAVD) &X" PER PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAPS COh1h1UNITY PANEL NUMBERS 12095C 0210F, DATED 9/25/09, v00v0000loll B6�000©o©©©n I ;1 • u • • t ®...®...®...® �...a/ .. �® .. Me ®... s ..� ... ®.. / ®...®...® ... ...e . / .. ... ..�.. I I I 000% ti�IV III III\—�t�-- f(II III �� �I /� \\� \43 1 42 1 41 1 40 I 39 1 38 If It I \ jN\ ETENTIo'o { I_ y\\/\! 44 \\\ \ / \I POND \ __v v. I 36 _ I I / / - \ to 16 / I / /• \ RETENTION POND-, M \ 1 / i 1 1 ���' bA• _ S1— — _ II 1 I RTI 1 \ R9� +, -� \ \ I 3— — vv FM N&D—LE 5 — — 4— of It y y - - o r -- —vsNo bb Naito 1 at tl I� e:.u(unptn / of LOT 4 II 'i Srwu r•.v \t � rrr roeai �M �: rw rxer \ nmaa r5ro¢re IIxo,1]!i NICOLE BLVD.REV LOT I LOT � LOT 3 � LOT 4 -z AC N W E S 01 so, 100 I„_so L EDGE of Y/A1BR I LAKE �•••�•••� SITE BOUNDARY LINE CENTER LINE OF ROAD I — — — — RIGHT-OF-WAY LINE PROPOSED CURB EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT i PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT I PROPOSED WETLAND BUFFER IMPACT Al PROPOSED WETLAND BUFFER EXPANSION DRAINAGE MANHOLE 1 MITERED END SECTION SURFACE STORMWATER FLOW DIRECTION OF CURB FLOW I BENCHMARK &DATUM NOTE: ELEVATIONS FOR T11I5 PROJECT ARE BASED ON BENCHMARK IBM N P1624020I PER THE TOPOGRAPIC5URVEY, DATED 7/29/2020, AS PREPARED BY AVID GROUP, AND i HAVING A PUBLISHED ELEVATION OF 150.424 FEET (NAVD 1988), THE DATUM CONVERSION FROM NAVD 1989 TO NGVD 192915 AS FOLLOWS: NAVD 1988 +0,91 = NGVD 1929 ADDITIONALLY, THREE BENCHMARKS WERE SET ON SITE AND ARE SHOWN ON THE PLAN. loll to mile I I I I I \ 43 42 41 40 39 38 \\ / \ / 4437 / uvs Nvs . 1 36 4616 - - - LIN / 17 -� -- -- I RETENTION POND II FROFOSED YrATER Lu I � DWN(IZETBD) I•n, Q I m I Z LLI 1 1 IP I E I L 2 II I 1 I OIRTI 1: 3 1" 4 0 II pidIT 5 piRT ...s....®...�.n®_.®...®...®... 475AMTARY FORS MAIN ITYPI I E w,x yr I wfi Tu>I "'k6i10I F _ POIM1T OFCIXINfCTION LWUGATI0.l NJ.VITO CONNECFID FftOFGSfD O1 1VATARMN UlT UCt ,IED WAMM LOT 6 LOT 7 AVAlIABLE IN TT� PMU1 IROEC POIFCIX:NW FASTING 14" WATER PAIN EE 0145 NICOLE BLVD, I I I I I I 7� I I 1 I I �r I PROPOSED WUGATfON hWN (sIZETBD) 1 I 15 18 I I 14 19 j 13 20 I 12 21 I B' GPAVIIY SNf[TPAY I I �. I 11 22 � � 1 _ _ 1 10 23 I i1 9 24 j I _ — 1 8 25 7 26 _ I 1 6 I / PUBllC POMP STATION LOT 1 LOT 2 LOT 3 LDT � 35 I I 34 1 I I 33 1 II 32 1 I I I 31 I I 1 I 30 1 29 _ I 28 RETENTION POND 27 NOTES 1, ALL Ih1PROVEFIENTs TO BE DEDICATED ANO/OR h1AINTAINED BY THE C7N SHALL BE IN CONFORI4ANCE VJ[THTHE NRRENTCITY OF OCOEE ENGINEERING STANDARDS MFWUAL AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS, ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION, 2, THIS P0.07ECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE VYATERSENSET"PLUMBING FUTURES AND ENERGY STAR& APPLIANCES AS REQUIRED BY CHAFFER 175 OF THE CITY OF OCOEE'S CODE OF ORDINANCES, WETLAND W-2 5.75 AC LAKE 1 Cf`CRIA � PROPOSED FIRE HYDRANT r� EXISTING VALVE --- EXISTING FIRE HYDRANT WF1 WATER MAIN SS SANITARY SEWER Q5 EXISTING SANITARY MANHOLE PROPOSED SANITARY MANHOLE ear. WATER MAIN ITt SANITARY FORCE MAIN saN SANITARY SEWER MAIN IRRIGATION MAIN ®•••�• ••�•••� SITE BOUNDARY LINE - -- CENTER LINE OF ROAD — — — — — — RIGHT-OF-WAY LINE PROPOSED CURB EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT WATER DEMANDS UNITB 46 AVERAGE DAILY FLOTI 18,400 GPD (400 GPD/UNIT) PEAK DAILY FLON 73, 600 GPD (4.0 PEAK FACTOR) WASTEWATER DEMANDS UNIT6 48 AVERAGE DAILY FLOP/ 1 ,201-2,150 SF: (300 GPD/UNIT) 2, 151-3, 300 SF: (400 GPD/UNIT) 11 x 400 35 X 300 GPD = 41400 GPD GPD = 101500 GPD TOTAL = 14,900 GPD PEAK (4.0 DAILY FLOII PEAK FACTOR) 59,600 GPD 0000v0v0loll a0000vovo II • • 0 8 0 f 5 rc+� raCr rn,:ar=trs as 43 42 I 41 40 I 39 I 38 i 44 � 37 45 i \ 36 46 r 16 17 1 1 15 I 18 1 , II RETENTION POND 1 I 1 1 I _ 2 1 � _ 1 I 3 I �© r3as 4 ELev=es.ns LOT 4 LOT 5 LOT 6 LOT 7 - h --_ TNICOLE BLVD. �r ua Lias alra c,trr �_maua r=roe. Lo 3 tw=rnsrs r.`ro M7 °0 I _ 1 14 � 19 I 13 20 12 21 _ 1 11 22 j 10 � 23 1 t — — Gr7• � I . ° ®8j19 1 24 I 1 t ©. I 8 25 ®„• O _ u tonr 0° 4.UP 9,s• ° 7 rnrc x: irP r 26 LUT I LOT 2 LOT 3 LOT 4 TREE REPLACEMENT CHART I I I I II I Existing Tree Size TNICOLE BLVD. �r ua Lias alra c,trr �_maua r=roe. Lo 3 tw=rnsrs r.`ro M7 °0 I _ 1 14 � 19 I 13 20 12 21 _ 1 11 22 j 10 � 23 1 t — — Gr7• � I . ° ®8j19 1 24 I 1 t ©. I 8 25 ®„• O _ u tonr 0° 4.UP 9,s• ° 7 rnrc x: irP r 26 LUT I LOT 2 LOT 3 LOT 4 TREE REPLACEMENT CHART I I I I II I Existing Tree Size Sample Multiplier for Total Ratio of Re lac Total Plot Total Site to Removed Trees (.2295 ac.) (12.D1 ac,) 24" D.B.H. or Greate 1 52.33 52,33 4:1 209 Palms 9 52.33 470,97 4:1 1,884 Total Replacement Trees 2,D93 I I I I 32 1 I I 1 31 I I — I 30 29 � 1 28 WETLAND W-2 SJ5 AC LAKE LEGEND ®•••®•••® SITE BOUNDARY LINE --- CENTER LINE OF ROAD — - - — RIGHT-OF-WAY LINE PROPOSED CURB EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT nP TYPICAL HC HANDICAP S/W SIDEWALK RS' S' RADIUS LF LINEAR FEET sF SQUAREFEET LANDSCAPE NOTES STREET TREES. THE DEVELOPER SHALL PLANT, WITHIN FIVE FEET OFTHE RIGHT-OF-WAY OF EACH STREET WITHIN A RESIDENTIAL DEVELOPMENT, ONE SHADE TREE FOR EVERY FIFTY LINEAR FEET + OF RIGHT-OF-WAY. TREES SHALL BE SELECTED FROM THE APPROVED LIST OF TREES AND SHALL HAVE A MINIMUM OVERALL HEIGHT OF TEN FEET AT THE TIME OF PLANTING. ALL RESIDENTIAL BUILDING LOTS SHALL HAVE, AT A MINIMUM, THREE TREES PER LOT, SAID TREES SHALL BE AT LEAST TWO INCHES IN DBH AND AT LEAST TEN FEET IN HEIGHT. ALL REQUIRED YARDS SHALL BE SODDED. l UJJ FINAL IRRIGATION PLAN APPROVAL DOES NOT PROVIDE EXEMPTION em ' • FROM CITY OF OCOEE CODE OF ORDINANCES CHAPTER 175 LANDSCAPE IRRIGATION REQUIREMENTS. ANY DEVIATIONS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION, elm om