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Logan Heights
LEGAL DESCRIPTION ADJACENT ZONIN ADJACENT NG MR -2 ZONING MR3 U ADJtCkNT FUTURE LAND `� POINT OF COMMENCEMENT ADJACENT FUTURE LAND tiS USE PARCEL I AND PARCEL �2 HDR & RESOURCE PROTECTIp j DR RES URCE PROT CTI 9 AMERICANA BLVD. PARCEL N PARCEL 3 ROLLING HILLS BLVD. PARCEL 4.1 �t A PORTION OF THE SANFORD GRANT AND PORTIONS OF GOVERNMENT LOTS 1, 2 AND 3,ALL IN SECTION 12,'n x '4$, 0 ° F TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA. BEING MORE PARTICLARL Y DESCRIBED 03 � .q c ° cc? $ $ POINT OF BEGINNING AS FOLLOWS. WETLAND L I NES --- T Orn w `ti �," ROLLING HILLS BL VD . PARCEL COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST %4 OF SAID SECTION 12, PROCEED SOUTH FROM ASM FILE \ ° x ti a 4 FND. 518" I . R. Lr Oi° 36'04" WEST, ALONG THE WESTERLY LINE OF SAID SECTION 12, A DISTANCE OF "01.57 FEET TO THE c`� r Q POINT OF BEGINNING OF SUBJECT PARCEL; THENCE CONTINUING ALONG THE SAID WESTER, Y LINE OF SECTION e L - a 12, SOUTH O1° 36`04" WEST, A DISTANCE OF 18.90 FEET; THENCE SOUTH 361,17'52' EAST, DEPARTING l WESTERLY o �/ Q SAID NESTERLY LINE OF SECTION 12, A DISTANCE OF 201.25 FEET. THENCE NORTH 47 54'35 EAST, A NORTHWEST CORNER OF, , m DISTANCE OF' 57.62 FEET; THENCE NORTH 64° 48'38'' EAST, A DISTANCE OF 110.90 FEET; THENCE NORTH THE SOUTHWEST 114 OF c '� VOLLEYBALL 64°40'54" EAST, A DISTANCE OF 75.11 FEET; THENCE NORTH 74°00'54" EAST, A D&TANCE OF 114.94 SECTION 12 cs cy \ }r,t COURT FEET; THENCE NORTH 630 31'27" EAST, A DSITANCE OF 59.74 FEET; THENCE SOU7-! 75° 52'49" EAST,R a fl ,�►.. M $ ,� ;' A DISTANCE OF 59.74 FEET: THENCE NORTH 74°2S'20" EAST, A DISTANCE OF 55,31 FEET; THENCE SOUTH ^� x ° ° .� % z 68° 16'58" EAST, A DISTANCE OF 64.44 FEET. THENCE SOUTH 79° 51'53" EAST, A NISTANCE OF 87.51 - ,,*' FEET; THENCE SOUTH 62'49'51'' EAST, A DISTANCE OF 76.65 FEET; THENCE SOUTH 61° 06'38" EAST, Aa a c1 �� �� . i j p DISTANCE OF 72.46 FEET; THENCE SOUTH 7255'07" EAST, A DISTANCE OF 49.11 FEi T: THENCE SOUTH Ln Lig ♦* ♦♦ "`, f CL 59° 20'31" EAST, A DISTANCE OF 49.20 FEET; THENCE NORTH 86° 35'40" EAS A DISTANCE OF � -' � C C _ 4# ♦t �� �'♦ � r �* �♦ r CEJ 65.20 FEET. THENCE SOUTH 35° 14'43"' EAST, A DISTANCE OF 93.83 FEET; THENC! SOUTH 16'39'22'' �► r -- EAST, A DISTANCE OF 59.89 FEET; THENCE SOUTH 130 58'11" EAST, A DISTANCE OF 7?56 FEET; THENCE POINT OF BEGINNING fr �s �� r' w SOUTH 13 53'26 EAST, A DISTANCE OF 99.17 FEET; THENCE SOUTH 19° 30'24" EA,T, A DISTANCE OF PARCEL 2 �� �� �,* r X10 d 107.15 FEET; THENCE SOUTH 03 29'49" WEST, A DISTANCE OF 6.42 FEET; THENCI NORTH 57° 42'15" EAST, A DISTANCE OF 287.87 FEET; THENCE NORTH 32,17'45:' WEST, A DISTANCE C" 160.00 FEET, TO ° L ♦♦ * ��� $ °� i �' A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADItS OF 945.54 FEET; ` ` it^' -- THENCE ALONG r HE ARC OF SAID CURVE AN ARC LENGTH OF 693.98 FEET, SAID ARC H:ING SUBTENDED BY �38 � �v �, r � i ; � 21 Q. A CHORD BEARING AND DISTANCE OF NORTH 11° 16'11" WEST, 678.51 FEET; THENCE I'ORTH 09° 45'23" 4° i ��]�--�''� A ^ ♦ r r r i $ a ° a EAST, A DISTANCE OF 487.52 FEET, TO A POINT OF CURVATURE OF A CURVE CONCA'E SOUTHWESTERLY I 3° ,, i t Q i j �, I 1 r r 5' o) AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARS LENGTH OF 98.13 n�88 I` ♦ �� r r i 4 FEET, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NOR7H 37° 05'58" WEST ;' '` ` on �'� ,#"tRETENTIO1 r r r # : w 87.56 FEET; THENCE NORTH 83°57'18„ WEST, A DISTANCE OF 137.57 FEET, TO A PONT OF CURVATURE 42 q /�r?.°I' .� rL �''� ♦ A i r \ � ��... � �� „! AREA � _ � BUILDING NUM OF CURVE CONCAVE SOUTHEASTERLY AND HAVIN," A RADIUS OF 245.02 FEE'; THENCE ALOG THE ARC OF SAID �� � „• 8 ° 2 � •�f " „ BER ADJACENT ZOIViNG GC 2 �� °26 AC. V CURVE AND ARC LENGTH OF 253.22 FEET, SAID ARC BEING SUTENDED BY A CHORD BEARIN AND DISTANCE OF FUTURE LA I I; �-' 0s to .•ow _G �IPes ♦ .. a n ND USE W o / r 2 ! BUILD g • s SC)L:'TH 66o26'18" WEST, 242.10 FEET, TO A POINT OF REVERSE CURVATURE OF A CU VE CONCAVE GENERA T � � F•. � s►'w\ r''"' „s"'"� ,�r'""« • t t LNG TYPE NORTHWESTERLY AND HAVING A RADIUS OF 368.87 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC L COMMERCIAL'' tl , ,,�� ,�•# P-'' UBHOUS .,♦ ♦ E Owm LENGTH OF 283.48 FEET, SAID ARC.' BEING SUBTENDED BY A CHORD BEARING SND DISTANCE OF ,,.41� LAR � •a,� SOUTH 58° 5O'51`" WEST, 276.55 FEET, TO A POINT OF REVERSE CURVATURE Off` A CLRVE BEING CONCAVE � � ,� � --� ► •`• ..�- MAIj ♦ t r� ".. ��a j t . � �� � & SOUTHEASTERLY AND HAVING A RADIUS OF 430,78 FEET; THENC1 ALONG THE ARC OF SAID CURVE AN ARC S, 4 A ...�,,; to I ♦ •„ . ; c T FEET, I .r r !` TL -,48-58 r L.l� I If7 �aaaar QS t ♦♦ 9 LENGTH OF 448.,52 t -4.,E. , SAID ARC BE.Nv SUBTENDED BY A CHORD BEARING AND +STANCE OF SOUTH L -, 48.58 i � - � wa�„aaa� .,, ft -No ♦ k � � 8 � T ° ''25" WEST, A DISTANCE OF 53.56 FEET, TO A R= 1 2Q. 9I V I ' "a•••«,,,, "*•�•,� «« > 131.$ ' J e a� x •• �. 51 02'06'' WEST, 428.54 FEET: THENCE SOUTH 21 1� .. POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 90.91 FEET; THENCE o s s ALONG THE ARC OF SAID CURVE AND ARC LENGTH OF 234.60 FEET SAID ARC BEING SUB`E:NDED BY A CHORD De 1 t�= 70 24 ' 26 " rt i a6 «,�« �+ ,,♦ t r it ifs Oxy$ m M m Tan=85.31 •.. r SEARING AND DISTANCE OF SOUTH 56o27'02" WEST, 220.34 FEET, TO THE POINT OF BEGINNING OF o r� j„ ( j / t _ z i ADJACENT w `Q SAID PARCEL, (Ch) N56 28 38 E i ' NAI I % NG MR -3 w r � � ` �---� ;� � r � � ' : $ ADJACENT FUTURE w z z 1 39.64 ' \s� • H LAND USE + 0 ES - -14 RE 4TOR DR RE I cn a �... w SAID PARCEL THUS DESCRIBED CONTAINS 967,028.2 SQUARE FEET OR 22.20 ACR`, MORE OR LESS, ° ,�crg 4 G SOURCE PROTECTIONV w t FND . 3 „SO. C . M. %� r AR v, o ca W v SEM. CO• raw ./ 1 ser'' 7 M ♦ r i1 NCE ��Q / r X30 AC. END OF PROPOpt J 'DING � .. NAr;. � � 1/I C! hITIY MAP -� / ' '" � Sir 4 IMPROVEMENTbN1 '` ROLLING HILLS BLVLT, � . '_ W r i f t WETLAND 'LINES 1-744i1 4 r r FROM ASM F 1 L 4 Dena Oq 1'`�,? _42l a° :.o �� ''l - ROJECT � .�. °T �, --" ) W I 1 SIGN 92 i ° I a s De Bar fr-� 24.2' r YM / ♦ PROJECT LOCATION z�, , D "aft .. . a POI NT OF BE,"INN'IIVG antor AMERICANA BLVD. PARCEL i � �� ro e - � � �w saw p► t T � 0 P l y m iS u t h -�+.. r. 1 n // r--__ S r` 1 ��l �^ H �, OM croR3 . a k e id a ' � 1 .,Y--.---�.-��! 35 -- �--_..,.., ° ,�-'�jV 1 , , � ° u> > ar 7 �' y POINT OF BEGINNING Z �l 5 .34- 89 /� ! �' o c� `n ,F Gen vao ARCED ( u, a �' 4 Na: b/' °6� rjr 12.0` s4 3 `"' a' �pry at Z O ~ s ?� Y ne c g� ." 1. n .i'C^Jekival rater + Spring gs SEMINOLE ; + aL �,; �'` 0' oda A1AAIL t1 � ` '�','z or_ Apopka Fore o to�* : A+4o 0° J9� ty�` Casselberry ' QviedQ 1' '�.S'7 3 436 Chuluota � n s khan tla 36 at Ile Goldenrc s . G2j1Arrrt . wirw.....a.w �.�.rr.wrwrs 3 _ L /� cS Pine /Wirt r } 1 I `y --��- G Hills 4, Park 0C3� ! s � � � Bthlo � ,---Ocoee 50 Union I 1 f Orlando Park t � Lam- ♦ l l.+G+l �� 4 Con ti' f !'l, t 5 \ 0 � � - �Er ROLLING HILLS BL VD .�� Fine� ORANGE ADJACENT ZONING MR -2 /if yETENTION AREAAD.ACI=NT FUTURELAND USE 0.39 AC. �+ SITE DATA HDR RESOURCE PROTECTION n ' M mr(` 18" CURB ` C> GUTTER TOTAL AREA: 22.20 AC. I;Ln IMPERVIOUS AREA (701% MAX): 15.54 AC. M IT) SAN. MH 1,* t*, Z' C ) . CUP, s- %'�, 'TAX PARCEL NUMBER W NAIL * � ° Ln 12-20-30-300-013A-0000 a WPP °9r« +► �y ti ° `� TRA w2 WE TL AND L 1 E S cv un Q �v. ° ° 12-2030-300-012P-0040 _"` ` ° ,� q FROM ASM F LE o 5 SIDEINq L p 59 12-20-30 300-012Q-0000 �, t TYP ( �+ CY 12-20-30-300-012E-0000 WV FHS c „ `z z _ _ _ __ rn 0 fn Ln 12-20-30-300-012T-0000 © URE sE NArc a `° "? C /''�J "� a i 00 ZONING: MR -2 & MR -3 _ _ _ SAN. MH ' ADJACENT ZONING MR -3 -- ADJACENT FUTURE L4r.� ® tis � � I-1bR $ �i`CSo�RC,1�.. �ROT�L"i1 ON � ,..., �;.., � r � � SETBACKS: FRONT 30� w w1 HDR & RESOURCE PEND USE ° --� w", PROTECTION �C`�R� COW SIDE 20 . i _. ___ REAR 20' �u w a 4 " _ LC `� O• ©o NAIL Q, C ---- Wig Q G -r --v w J �- .•°� DENSITY: MR -2 - 72 UNITS/5.33 AC. = 13.50 UNITS/AC. :~ II \,' 3 "'- � �,, � � ,.�'`� { ,,r MR -3 - 288 UNITS/16.87 AC. = 17.14 UNITS/AC. �� A ° �� low 03 P FND 5 /8 "1. R. '.' TRAVr4 PCP!L63556 TOTAL UNITS: 360 APARTMENT HOMES SETA 0 3 11 NA IL WATER SYSTEM � f uj X38' fru, BUILDING DATA: `, ---� -Fok�_Oko N I `ki = -_150 V- THE WATER SYSTEM WILL BE PRIVATELY OWNED AND WILL TYPICAL ENVELOPE SF PER BLDG 9 TYPE I BLDGS 194'8" X 5S'8" 27945 SF BE SERVED BY ONE CONNECTION TO THE CITY SYSTEM VIA A MASTER METER AND BACKFLOW PREVENTER. THE WATER SE , ou ° 3 TYPE !I BLDGS 16919'X 568 25725 SF Qo N1L81 � 60 I SYSTEM WILL HAVE ON-SITE FIRE HYDRANTS AND WILL SUPPLY 3 TYPE III BLDGS 145'0"X 514" 24018 SF EACH BUILDING WITH POTABLE WATER SERVICES AND FIRE. 53, 1 CLUBHOUSE 92X X 42 0„ 5334 SF SERVICES FOR BUILDINGS WHICH ARE SPRINKLED. CLUBHOUSE I MAINTENANCE BLDG 26'$"Y 24`8" 900 SF 2 MAIL. KIOSK 15'0" X 15'01° N/A AND MAINTENANCE BUILVINGS ARE NOT SPRINKLED. ��I GEOMETRY CURVE � o� "' CURVE NO. I L ENGTr! T"iNuE+ T PARKING REQUIREMENTS: SANITARY SEWER 28032'42" 4J NAIL � ° 661°90' 2 d. SANITARY SEWER SYSTEM WILL BE PRIVATE HAVING BOTH 89°i('f5" 62.26' = c w 1 360 UNITS X 2 SPACES/UNIT = 720 SPACES ! COLLECTION SYSTEM AND A PUMP STATION WHICH' A GRAVITY COLLEC 0 U S 693.98' 363.45' RECREATIONAL VEHICLE PARKING: 4 WILL CONNECT TO THE CITY FORCE MAIN ON AMERICANA BLVD. � 314.68' ' "E 64.02' cc 360 UNITS/25 -15 SPACES 59°12'47., F) N85 Q 14 1 + 1-9.23' --'" -'' TOTAL REQUIRED = 735 SPACES * � ' W W WP WP � r 8 430.78' 0. `9 I �0° 9 FND. S.18 "i , R ° WP _ N85.25 ' 42 '"E WP 519.42' TRAVP3 TOTAL PROVIDED = 740 SPACES L A K L 4 ,9� v BL V1,,:'` ------^---y DRAWING GEOMETRY CURVE TABLE CURVE NO. RAD i US L ENGTr! T"iNuE+ T CHORD 1342.40' 28032'42" 668°79, '1 341=49' 661°90' 2 40.00' 89°i('f5" 62.26' 39.44 56.17' 3 9_45.54 42°03'08" 693.98' 363.45' 673°51t 4 60.00' Y93042'41'" 98.13' 64.02' 87.56' 5 245.02' 59°12'47., 253.22' + 1-9.23' 242-10' 6 - .568°8, r ° 44 01 J3' � ' 283 8 i 4 .� 7 - Lf6°.�� 8 430.78' 0. `9 I �0° 9 559°3_9,2 ., 7 0.24 ' 2� ' -�70024'26 ' 448.52' X246°99' 428.54° 234 6 -1134.69' 48° 58 85.51 ' i -19.64 ------^---y DRAWING CsP_1 OF DATE., Ar" I ILAN19 tyiYi .. PROJECT Nf• , .A 140 FOOT RIGHT OF WAY) FND° 3 "SG, C- M. '^n c* i I NP, LH!CSP.PLT L d /