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HomeMy WebLinkAbout500 Fox Quarry Ln - BC01-001860 (CHARLESTON CLUB APTS) (CLUBHOUSE) (A)PERMIT ADDRESS \� � u cirr, CONTRACTOR (2 FC I -KL 16 ADDRESS 1555 1 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER//4' o - ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR' "lf-1 m PLUMBING CONTRACTORT ' MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION "� ( PERMIT# (r DATE PERMIT DESCRIPTION PERMIT VALUATION V (// V0 SQUARE FOOTAGE 5, Z30 I tj >1 �A w PROJECT TEAM: OWNER / DEVELOPER CHARLESTON CLUB PARTNERS,LTD. 1551 SANDSPUR RD. MAITLAND, FL 32751 (407) 740-7100 CIVIL ENGINEERING / SURVEYOR LOCHRANE ENGINEERING, INC. 201 SOUTH BUMBY AVE. ORLANDO, FL 32803 (407)-896-3317 PLANNER : SLOCUM-PLATTS 300 S PARK AVE, SUITE 200 WINTER PARK, FL 32789 (407) 645-3019 LANDSCAPE ARCHITECT FOSTER-CONANT 120 W. ROBINSON ST. ORLANDO, FL 32803 (407) 648-2225 ENVIRONMENTAL ENGINEER BDA 330 W. CANTON AVE. WINTER PARK, FL 32789 (407) 677-1882 GEOTECHNICAL ENGINEER UNIVERSAL ENGINEERING SERVICES 3532 MAGGIE BLVD. ORLANDO, FL 32811 (407) 423-0504 ARCHITECT : FUGLEBERG-KOCH 2555 TEMPLE TRAIL WINTER PARK, FL.32789 (407) 629-0595 t TAKEBACK CALCULATIONSr'�lr TOTAL ACREAGE: 16.997 AC. IRRIGATED ACREAGE 4.95 AC. POTABLE WATER USAGE (G.P.D.) 162,000 (G.P.D.) \\`\'� •, STS * RECLAIMED WATER USAGE (G.P.D.) 17,922 (G.P.D.) ;-� nim pi f s /, .,8 � = `' -r • M -�-.- - . -- WASTEWATER GENERATION (G.P.D.) 65,600 (G.P.D.) I 100 YR COMPENSATING I, III ;. ,. `' STORAGE POND * RECLAIMED WATER USAGE (G.P.D.) - _ 60 RETAINING WALL F - PER HEAD 1( HEADS AVG GPM 60 MIN l N&OF C ZONE / \ FLOW \ WEEK / C ZONES) 0 60 Ik DRY POND .'f Ii I I 1--------v,,.,-«,..-..----..os. 7 DAYS PER WEEK 100 YR FLOOD ELEV 30' I I 4f ; I I , _�;;�, I � I I I HEADS PER ZONE: 54 WETLAND • I I I AVG. GPM HEAD FLOW: 1.21 MOTAL ZONES INUTES PER VIN ESYSTEM� 32 PRESERVATION �a,�.�5�.�,'- DAYS PER WEEK: 7 o� ® AREA CALCULATED BY FOSTER-CONANT THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER V BUILDING . 5 ____,� I III I I o /- y F.F,-36.00 I I I ® U z DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT ,'Ss AND"TO 1-0 EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. v, A FULLY AUTOMATIC IRRIGATION SYSTEM UTILIZING RECLAIMED WATER, SHALL BE INSTALLED BY THE DEVELOPER SO AS TO I I I I I Z ►' al : PROVIDE TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING ®', n: r. 6 W HEDGES, TREES, AND GRASSED AREAS FOR THE RETAINING WALL� 10 ( r® r' PROPOSED DEVELOPMENT. , F F '� . 75 1' 10 -- --- JAN09 JEASE'IENTI i- g� �, ZONING:MR 3 �°''' 10 FUTURE LAND USE: HDR/RP _��'` -{ F - tt WETLAND LIMITS � ,•� 1"w lie 0 � �,Q 1%y 19$ FLAGGED BY BDA, INC. >� ,r �Iti 1 _ ON 01-23-01. 6 CONC SIDEWALK (TYP) S \\ 1r o `1:�• SJRWMD APPROVAL PENDING / ^f/a i i'��,,t ��� 5-/' ��.x'lYv 0� E .38'0 ?";::��' 10 /,�' 10 44` 18J r 10 I i �,s: \ " e r ( sI q4 8 10 A� -rix ° r- 33 `/' 1. 1yb,'ts z SFSs'tY_ I 7v - RETAINING WALLy-�r s�v° 10 /, Ta 10 a '" ajr I. I �( §;: •r� rel' - �x r•37.`w' f ° `';rs' ' /'5•�-1, h_�y"' ./ g „ e �r i - ,",�'Y A". :i .�.• �,v,4_ i5% i°, , ' 9.'fr1g - 3�Ts4 Iri .��` �-t- 1".t•, a G At 8 \ I �- ? %3d 4 '9.z' " 3,ry' 3.� 8 �. , i6 • ¢ay 1(' w'3 4 T d SE INV E#„E'l, �'a`''jr � .. A., � y3 � P - �.,s• 10,� ..' ai ;�'\!\ 5 e t� W { x`. 35 � q 3 tp "P t i ? ! J z ixEND 5' a , I RETAINING WALL , .3Ar -= . - - - x�A `� 3 _�%'° F 2°dam°.. ` € \ �° 1 10 OD SI L> ALK -4 v! i, O {i r lh / . . ` . y ,?.ts�� j. 3. U � z .,/ �� I f P 0 141 \ 11�,,�- Z O ° •�. j x„: ao""r�ga�°.�.UILDNG, W 7 \ it/ t11. ,,, g�1\t\s TOT L T t 161 is aa, g.. sP° I I.sETBACF,, ' J 3.4 10 ' ..�r: 9w 6 24a0 =14 '1rd1 15a- 5 i I 40' BUILDING 1 ETBACk -` c, A \, 4 ° c ® 10 .,s 4 1 & • tilt ° :'A .` l � - (� m� \ . �' 1 x ... _ �=--70 i. 7 ...i� U�3A1 '.i \"\ \\\ q \ /' `'3 ,y l6x A\ .N x`v - 14 ,.i,ImO �YY :i 43t£5F S .r STS I Elf \� % \IC �, • �: �> a * - s f xd s s S g I r�%1aiF1��1 # \ \ -"�'/' 10 fig' -tea--- c3` l -------._ Cie Jlw vn a °: �*1 �;� 1�° � � � � i6C I?t° Vie, �t0.�'; \ \ ' N� K ; 32 �a� �. 1%° 1^ way a. r _.,d 'S 413 . COMPACTOR WITH ENCLca�� I / p N r ; P S'' _ .a ..f_ 1 AND OPAQUE GATES. " \ r d \ i Ni° i0 ® \'\ (' ° $i SEE ARCHITECTURAL PP";�N�� \� �, � , � ,y ° � N��' -� FOR DETAILS. -� \i.. \` �- \ s �1. r �` +� I ®..r..r..®..r..,... rz ^�.�• .�FT , .,, I ■,u uru,e�urutat�t■sn ,'^c ttrurururu to ~~iy 7/Z glit' RIM ELAV-30­4 SE � EUV-26.611 \ - :� w I t lr ?l s � TRIP SQAR WASH FACILITY AND , �� INV �,-+t�9 .�L \ \ , > 10 3 MAINTENANCE BUILDING - '` r ' , ° \\ \ `' " a if a r� t - r = 3 • I I n Z 0 N I N G M R 3 9 °� s - .t ea, ,�, a /2 I ; �`V (TYP) 1 frig I A FUTURE �etsY it°� z ' \� \ \ ° �A LIGH` r'OLE LIfiCA - �g q LAND USE HDR 1�q �' �� be Z A 12 s� 1�" yR t i ' +�' Al JB iii \s` 9 sa 5 _ 2 jai g y ° 3a. M it R ipe v I Y LOGAN HEIGHTS APTS. 4 0 �.i 1/ ® 1- f .z ...1 �� . 20 BUILDING SETBACK A ! PROPOSED ;�` I $ 1a a a ' .1 , I 1 CONSTRUCTION \ . �\ 1J� ,1r o I _� 1 ° yes ° 1 111 -51w ENTRANCE r' GATE 0 N I N G M R1 J g , • R»., .,-....... .. _...,n,,,a•,,,.,,,, ...,,.�..: -�:,.o I �.A y- ..y 4.1 - I 4 :n 1..: ' 1 POCKET 1 pP M1g 16 i TIE INTO EXISTING sa,�Y 5' m r i 1 r, , g �` 1=- _"° - II SAN GRAVITY MANHOLE .- t �� ::Ifi<,.. _ .. �,.a .' ,�'�, I I - r U TJ F LAND g ; E •D R -a I I I l �R't3"' = -- o I Zl' a"' m y 1 s 1�14 !� r��Nr- � � ���s7 2���, .liJN10"IIr18 ��� a a4��$ 3�1= �rn8 ,.� I �,�' °�r:a 1�• I y.� a - 7`54 L i°5' «.ex3',�%'�+^'" T"'"7 . "'".',,,.'siM,aa '°' 1 x - yy .a,aa���a*�' e� •. r d fi •{ 1< - LAKE MARY BOULEVARD E•i ENTI OND 1 V, INY &-&..�'.,dt°'P a 1. R3!K Y.t. 4?+5 A "-`qt -, [trsr-baa 1�,'�, „- 1 }4 * _ . f� I I .'q'�� ^e3'`Y ""CJ ,,rC 3s� #� ��ams.?I�s��Y1. 2 S', .§'•r""�' irt3"s.,P ...,.x, �� g`°s {�. � FUN ELE`!ra'�u�lu� ;�� �" pt � �/�� � n1wT_ EXISTING_- - -__s i' �� 1 r1.�° 35CITY OF SANFORD'� ' k/ /te \ 5 \ 0 10: 1� - _ 10 10 g 8 -°„., 13�€ ±� IFT STATION ,a.,� 1 \ 4 lu rr . i i� -ter--- �,ew 30 HIGH INTENSITY ' st11s ?aas t I { i STOP SIGN (TYP) 5 i`lrt s} rl$ ! I llll (Ilitll e w� a r`i�i'1 �s {�`� ' S \\•v?� t^a d?J a f \ o 9LLU _ I i T ELEV 32, 474 � 24" WHITE € t�ta 'x= ,,, `:` , ----- ------ --------- ------A. a STOP BAR (TYP)1 tl € F a \, \ 7 \ 5 - - �' - i 1 . e 't a� .� �3�J.?.,��a •, a a \\ %` s' , � - ■trttrttr■ N.M._ .....a., .•.. _. __.. tratrttr,t®t�ry ild""i/'ilii■= . , two?,. �...� t ■trH . . t+ +�+, ureJ,r,■ tttiii`®it"®7t'a't"r'ii'iui`itr':i' its"trttrttr.trttr.t sttaestrtat� i 39•a ./ 5th \ \.` 6-2 8 ■■ttr -• CROSS WALK � 11=`� 1 N, \`� I i i "al, - _-_-__-=_ ----_ ______________`/-�_-- 10' x 12' CITY ' � � �.w.., � t. _ _ ....-. - .-.., ,..,m.. .... -,.� �.-, ,.-. ,.,,._. ,..-., .��,.-_,.w �-.. .�. -..-. -.«.. ...�.�.�._.:..�-- - ------- 5 - = - - - - - - - - - - - - - - '` SERVICES EASEMENTS ° .' _ -� ... - AROUND BACK FLOW I ,� 5--ti%.�°t®.• , „r --_------- - a '3 t } . 1 i' 1 / rr sw"' ..,..+:.- ^"°.""..tea.. _ a,= < �.ro. -... _,. ,.,.,,.�a .,,-..... ,...,y.,..., """'."" = - x _ _ s ^�-;.''«y9-_r. ;�3 - - - - - ' 1. �.a'a u,.. R ^Scar-a.»„cr`i fiY:t 4 �te 0, Yt�tda4}4'Am. , PREVENTER � � 1�1} ,� �,.�, ,�..,..�-�,....�^_gm �. ..a,.,- � x- a,� � ,.....�.,,. - - _ - _ -�-r------- ��<�� a t` " .,,.. .,....-; - ��.. ;°�.. .-..... ..a...,....., , ....,:,..» _ - �"�'�`•�-• �_".•e.,:�==, '�� '"� \ i'a' � '.,/ ,%• t®• / ��� ,,. ,,,n. ate.; :. �",.� � Q 9 , 1 � 3 .»„-.. ....... _,.a:,.. n..�..• PROPOSED 5'SIDEWALK :�\, \ ,� _ ���'ms54+00-y-_y__s_ 1----J------�- --- - - L- -_i _15L � 158+0 =b�, 60 0 155 i00� ` 'Io. �=" 5�� -1 "'mss wr - - _,«. �. �-`\; ` -C7 ;-_n-- Mv k14, :R .i'� ' � x00y _- --------__--_----=-m -- -- -`°f� ^ o w � { �' 1 r ....- vil w NING�MR-3Y� N,> , ��� . s.�--_---�f ------------=--===--=---=-=-_==-_---__-_LM- _'----=---=--_�___Isl�-.�� «s.. __ CURRENT Z 0 EXISTING CITY \ i1�'>,,y.. �''\ T'° ,' x�.•`%'-',,!'.; a, od�_maM -. _W.- -... . _--OF SANFORD(TO BE REZONED) 10" WATER MAIN _ - ¢ i / 1�/ '9 'v e •"��" � --------------------- ..-..._ysr I ` ______ -_------------ �--------..-. 1vp,FUTURE LAND USE•GC _ S Cr L, i _ TWELEV 21,,133' tl ad'f su, ;,may' /. /U .Y� -' %' "U sig' �-- 75' BUILDING SETBACK 15 CITY SERVICES EASEMENT 5 SIDEWALK TO BE CONSTRUCTED STS U __ _. - - v holy RC1 a BY SEMINOLE COUNTY AT TIME OF 6t�1 ` �..X-f "�. ' LAKE MARY BOULEVARD EXPANSION. '` " - E ,a % L _. STOP SIGN AND STOP BAR , s` V INV 614- LAKE MARY BLVD. EXPANSION PHASE 3 �`�'� �1 ,�' �d-'` y�. . PROPOSED 10" FORCE MAIN" %%' �' , ` �'- " `-- PROPOSED SIGN Z 0 N I N G S R - Z LEGAL DESCRIPTION �; SEC 12 TWP 20S RGE 30E BEG 1988.57 FT S OF N 1/4 COR RUN S 1939.29 FT TO NLY R/W LAKE MARY BLVD. LAKE MARY BLVD. EXPANSION FUTURE LAND USE: L D R M H W 75 FT N 280.60 FT N 88 DEG 47 MIN W 280 FT S 01 DEG 13 MIN 26 SEC W 282.95 FT TO NLY R/W LAKE PHASE 3 ��' '� '� ' ' MARY BLVD WLY ALONG NLY R/W TO ELY R/W ROLLING HILLS BLVD NL ALONG ELY R/W 1761.10 FT �--- PROPOSED LOCATION OF S 74 DEG 09 MIN 32 SEC E 455.06 FT N 15 DEC 50 MIN 20 SEC E 471.05 FT NLY ALONG CURVE 322.68 FT N 01 PROPOSED 16" WATER MAIN WET TAP INTO EXISTING DEG 31 MIN 11 SEC E 101.53 FT W 455.03 FT TO ELY R/W N 01 DEG 21 MIN 11 SEC E 60 FTE 295 FTN 01 " " 10WM WITH 8WM DEG 31 MIN 11 SEC E 486.79 FT S 30 DEG 23 MIN 11 SEC E 56.53 FTS 52 DEG 07 MIN 53 SEC E 484.69 FTS �- 28 DEG 28 MIN 07 SEC E 375.60 FT S 35 DEC 48 MIN 57 SEC E 229,23 FT TO BEG �LAKE MARY BLVD. EXPANSION PHASE 3 PROPOSED 325'LEFT TURN LANE 0 NO. REVISION I DATE 1 1 ISSUED FOR CONSTRUCTION 1 06-04-01 SITE DATA 1. TAX PARCEL ID NUMBER 12-20-30-300-012T-0000 2. CURRENT ZONING MR -3 3. PROPOSED USE MULTI FAMILY RESIDENTIAL 4. SITE AREA 16.997 AC. 5. NET DEVELOPABLE AREA 16.997 AC. 6. TOTAL DWELLING UNITS 288 7. GROSS DENSITY 16.94 D.U./AC.-288 D.U./16.997 AC. 8. NET DENSITY 16.94 D.U./AC. 9. ALLOWABLE DENSITY 20 UNITS/ACRE 10. MAXIMUM BUILDING COVERAGE MAX. BLDG. HEIGHT 35' MIN. LIVING AREA 700 S.F. 11. BUILDING SEPARATION: BETWEEN SIDES OF BUILDINGS 22' BETWEEN SIDES AND REARS OF ADJACENT BUILDINGS 22' BETWEEN FRONTS AND SIDES OF BUILDINGS 22' BETWEEN REAR AND REAR OF BUILDING 31' 12. BUILDING SETBACKS: FRONT YARD: 30' SIDE AND REAR YARD: 20' 13.OPEN SPACE: REQUIRED: 30Y (5.09 AC.) PROVIDED: 41.33'/. (7.14 AC.) 14. ADDITIONAL BUILDING SETBACKS: LAKE MARY BLVD R.O.W. 70' ROLLING HILLS BLVD R.O.W. 40' JURISDICTIONAL LINE 25' 15. WATER, WASTEWATER, ROADS, AND ALL OTHER SITE AMMENITIES TO BE OWNED AND OPERATED BY CHARLESTON CLUB PARTNERS, LTD. 16. WATER REQUIREMENTS: 288 UNITS x 2.5 PEOPLE PER UNIT - 720 TOTAL POPULATION PER CAPITA AVG. DAILY WATER DEMAND - 100 GPD PER CAPITA TOTAL AVG DAILY WATETR DEMAND - 72,000 GPD MAX. DAILY FACTOR - 2.25 TOTAL MAX. DAILY WATER DEMAND - 162,000 GPD 17. SEWER REQUIREMENTS: PER CAPITA FLOW - 100 GPD PER BEDROOM AVERAGE DAILY FLOW 56 (1 BEDROOM) x 100 - 5,600 GPD 144 (2 BEDROOM) x 100 - 14,400 GPD 40 (3 BEDROOM) x 100 - 4,000 GPD 48 (4 BEDROOM) x 100 - 4,800 GPD TOTAL - 65,600 GPD OR 45.6 GPM 18. EXISTING SEWER CAPACITY: MAX. OPERATING - 575 GPM CURRENT OPERATING - 235 GPM 19, SEWER CAPACITY - 340 GPM RECLAIMED WATER: RECLAIMED WATER IS NOT AVAILABLE 20. NO EXISTING TREES TO BE UTILIZED ON SITE. 21. CONTRACTOR TO INSTALL TEMPORARY FENCING TO SEPARATE C.O. BUILDINGS FROM THOSE UNDER CONSTRUCTION. SUMMARY OF BEDROOMS PER BUILDING 0 O 1BED 2 BED 3 BED 4 BED BUILDING 1 12 12 - - BUILDING 2 4 12 8 - BUILDING 3 4 12 8 - BUILDING 4 4 12 - 8 BUILDING 5 4 12 - 8 BUILDING 6 4 12 - 8 BUILDING 7 4 12 8 - BUILDING 8 4 12 8 - BUILDING 9 4 12 - 8 BUILDING 10 4 12 - 8 BUILDING 11 4 12 - 8 BUILDING 12 4 12 8 - TOTALS 56 144 1 40 48 PARKING DATA 0 PARKING REQUIRED (2 SPACES PER UNIT) 0 O UNITS SPACES UNIT A 1 BEDROOM, 1 BATH 56 112 UNIT B 2 BEDROOM, 2 BATH 144 288 UNIT C 3 BEDROOM, 2 BATH 40 80 UNIT D 4 BEDROOM, 3 BATH 48 96 TOTAL 288576 ---------------------------- HANDICAP SPACES -- PER ADA REQUIREMENTS ICI 2/a OF TOTAL SPACES 12 PARKING PROVIDED U 10'x18' SPACES WITH 2' OVERHANG z ON SIDEWALK (6' INTERNAL SIDEWALKS 0 ABUTTING PARKING) AND/OR IN ADDITION TO REQUIRED BUFFER: 564 HANDICAP SPACES: 12 TOTAL 576 " NO RV PARKING ALLOWED 0 FLOOD ZONE THIS SITE LIES WITHIN THE FLOOD ZONE "X" (WHICH LIES OUTSIDE THE 500 -YEAR FLOOD PLAIN) AND ZONE "AE" (WHICH HAS A FLOOD ELEVATION OF 30 FT) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP PANEL* 12117CO045 E, APRIL 1995 SOILS BASED ON SOIL SURVEY FOR SEMINOLE COUNTY, THIS SITE IS PREDOMINATELY COMPRISED OF POMELLO FINE SANDS (TYPE C). m 0 ow W > to w CL O U N Q) U� U w Z �m w0:2 : o 0 aEL z o (n a o VI 0 F 0 O u Q Ln Ld CIL z Q ICI CID o 00 U 0 z 0 0 LLJ F- V) V I uj 0 LL r H z O U W J O 0 z w V) LINE TABLE Ll S84 °5754 "E 6.42' 12 N80 °18'30 "E 52.03' L3 N82 014'/3 "E 84.60' L4 N68 °49'17 "E 41.43 L5 N81 °02'07 "E 57.67' L6 N70 °01'05 "E 71.43' L7 N80 °40'38 "E 41.78' L8 N66 °42`49 "E 57.46' L9 S89 0/5'47 "E 39.34' L/0 N69 04642 "E 102.66' L11 N87008'54"E 74.29' L12 N66 °58'27 "E 68.18' L13 N48017'07"E 83.03' L14 N31 °49'58 "E 47.88' L15 N31 °36'55 "E 68.85' L16 N38 °52'13 "E 59.32' L17 N77 °25'49 "E 50.45' L18 N88 °17'12 "E 49.60' L19 N25 016'/3 "E 41.14' L20 N45°5826"E 88.46' L21 N47 °11'58 "E 49.98' 122 S89 008'08 "E 49.12' 123 N82 0/2'05 "E 48.09' 124 N85 °10'15 "E 67.13' L25 N09 °2259 "E 17.83' L26 N90 °00'00 "E 57.78' rte: F I ca N 40'DRA/NAGE CANAL EASEMENT O.R.B. 370, PG. 570 U N STS DRAIN PIPF� °� Ln /ll = 60' TERMINATION OF WETLAND LINE DELINEATED ELEV. -25.17 43 BY BREEDLOVE, DENNIS & ASSOCIATES I� -� I� � X1111 � Vlf� wl I 1k SITE T.B.M. TRAVERSE P NT REC. 5/8" 1. F "L.B. 285611 ELEVA TIO - .17 r~ Q NO. REVISION DATE O a o '' N 0 E CEMENT I• TITLE COMMITMENT 3/23/01 POINT OF COMMENCEMENT m N o N. E. COR. OF, THE S. W. 1/4 2. CERTIFICATION UPDATE 4/16/01 QO o zz- SEC. 12, T WP. 20 S., RGE. 30 E. zl� REC. 2" P. NO ID. 3. NEW TITLE COMMITMENT 5/2/01 4. ADDITIONAL R/W,REVISED LEGAL DESCRIPTION 5/17101 5. TITLE COMM, B-2: REMOVAL OF ITEMS 10,11,12 5/25/01 '� o Q 6. TEMPORARY ACCESS EASEMENT 6/5/2001 w ' LEGAL DESCRIPTION: ( PREPARED BY LOCHRANE, EXHIBIT "A" OF TITLE COMMITMENT) o m 1 �- PO/NT OF BEGINNING A PORTION OF THE OF SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 20 SOUTH,STS z RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA BEING A PORTION OF GOVERNMENT LOT 2 ELEV. = 24.61 o Q Q GRAIN PIPE AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ELEV. ' FENCE CORNER COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID o `. 0.5-N, 1.5E SECTION 12, THENCE RUN S00°54'12"W ALONG THE EAST UNE OF SAID QUARTER -SECTION, A DISTANCE OF 287.24 FEET FOR A POINT OF BEGINNING; THENCE CONTINUING ALONG ° of REC. 5/8" lR&C SAID EAST LINE RUN SOO°54'12"W A DISTANCE OF 985.02 FEET TO THE NORTHERLY RIGHT- u - "FC. 5/ ." OF -WAY LINE OF LAKE MARY BOULEVARD; THENCE DEPARTING EAST LINE OF THE (� O SOUTHWEST QUARTER, RUN N89 13 39 W ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, J Z -40'DRA/NAGE CANAL EASEMENT A DISTANCE OF 75.00 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, RUN N00 5412E A DISTANCE OF 280.77 FEET; THENCE RUN N88 47 00 W , A DISTANCE OF O.R.B. 370, PG. 570 ?; 280.00 FEET; THENCE RUN 501°13'26"W, A DISTANCE OF 282.95 FEET TO THE AFORESAID �J NORTHERLY RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD; THENCE RUN N89°13'39"W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 243.67 FEET TO A POINT OF a z CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 590.00 FEET, A CHORD BEARING OF 575'50'57"W AND A CHORD DISTANCE OF 303.88 FEET; THENCE RUN (/1 SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID NORTHERLY RIGHT- OF-WAY IGHT-OF-WAY LINE A DISTANCE OF 307.35 FEET; THENCE DEPARTING SAID CURVE AND SAID NORTHERLY RIGHT-OF-WAY LINE, RUN S62°16'10"W A DISTANCE OF 43.59 FEET TO A POINT I N ON A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 39.04 FEET, A Q) ci CHORD BEARING OF N66°19'16"W AND A CHORD DISTANCE OF 44.97 FEET BEING THE W EASTERLY RIGHT-OF-WAY OF ROLLING HILLS BOULEVARD AS RECORDED IN OFFICIAL (M J MEASURED ( , z I RECORDS BOOK 373/, PAGE 1104; THENCE RUN WESTERLY AND NORTHWESTERLY ALONG MES MITERED END SECTION 2$ V �j THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 70%938 A DISTANCE OF p 47.92 FEET TO A POINT OF TANGENCY; THENCE RUN N3/ 09 27 W ALONG SAID EASTERLY NI Q RIGHT-OF-WAY LINE A DISTANCE OF 378.70 FEET TO A POINT OF CURVATURE OF A CURVE 1uoi CONCAVE NORTHEASTERLY WITH A RADIUS OF 875.54 FEET, A CHORD BEARING OF L'I` �i N24015'57"W AND A CHORD DISTANCE OF 210.12 FEET; THENCE RUN NORTHWESTERLY HYDROPERIOD��`^' 29 I NI ALONG SAID CURVE AND ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF STATION I.I - ¢I 2/0.63 FEET TO A POINT ON SAID CURVE; THENCE DEPARTING SAID EASTERLY RIGHT -OF NAIL IN TREE �� I =I I7 WAY LINE RUN S84°57'54"E, A DISTANCE OF 6.42 )FEET; THENCE RUN N80°18'30"E, A ti i pi DISTANCE OF 52.03 FEET; THENCE RUN N82 1413 E, A DISTANCE OF 84.60 FEET; THENCE ELEV. = 29.96 QQRUN N68 °49'17 "E A DISTANCE OF 41.43 FEET • THENCE RUN N8l °02'07"E, A DISTANCE OF 9" CHERR 1 CHE Y ©I I ' o, u o " � ERRy� � � , 57.67 FEET; THENCE RUN MO 0l 05 E, A DISTANCE OF 71.43 FEET; THENCE RUN N80 40 38 E, HYDROPERIOD STATION I.2 \ 3p 00 a �`'i A DISTANCE OF 41.78 FEET; THENCE RUN N66 42 49 E, A DISTANCE OF 57.46 FEET; THENCE CQ 9' UNK OWN a' RUN S89°15'47"E, A DISTANCE OF 39.34 FEET; THENCE RUN N69°46'42"E, A DISTANCE OF NAIL IN TREE (' 102.66 FEET; THENCE RUN N87°08`54"E, A DISTANCE OF 74.29 FEET; THENCE RUN CQ N66°58'27"E, A DISTANCE OF 68.18 FEET; THENCE RUN N48°17'07"E, A DISTANCE OF 83.03 ELEV. =29.7/ �0. 10' CHERRY 31 9" CHERRY FEET; THENCE RUN N3!°49'58"E, A DISTANCE OF 47.88 FEET; THENCE RUN N31°36'55"E, A � o r ,r I DISTANCE OF 68.85 FEET; THENCE RUN N38 5213 E, A DISTANCE OF 59.32 FEET; THENCE TRIPLE 10' CH 4 HERBY I I " o , " C � z' CHER � � ,� RUN N77°25 49 E, A DISTANCE OF 50.45 FEET; THENCE RUN N88 1712 E, A DISTANCE OF NOT PLATTED �\ 32 12CLUSTER (2) 1 CLL'' ER 9' 8 \ 49.60 FEET; THENCE RUN N25°16'13"E, A DISTANCE OF 41.14 FEET; THENCE RUN N45°58'26'E, 33 1 A DISTANCE OF 88.46 FEET, THENCE RUN N47 1158 E, A DISTANCE OF 49.98 FEET; THENCE 1z' UN N 11 t3' ERRY I RUN 589°08'08"E, A DISTANCE OF 49.12 FEET; THENCE RUN N82°12'05"E, A DISTANCE OF ro 9' BAYI � 48.09 FEET; THENCE RUN N85°10'15"E, A DISTANCE OF 67.13 FEET; THENCE RUN N09°22'59'E, 12' 9' 3q 11 O 10" I A DISTANCE OF 17.83 FEET; THENCE RUN N90°00'00"E, A DISTANCE OF 57.78 FEET TO THE HYDROPERIOD TES �ppl. 0" 35 CLUSDAY IOR 1z POINT OF BEGINNING. O I STAT/ON 2.1 SSpCO V/24/ ,l a �RPI� ,' cHERZY ' acI 1 NAIL IN TREE A TWIN 1 �"f 1' w �I N CONTAINS /6.997 ACRES (740382 SQUARE FEET), MORE OR LESS. ELEV. = 28.06` pENN SNEERINp' �N _ FLOOD HAZARD zQNE p1R� 9 8' 10, W i lfOj' O E SURVEYOR'S REPORT Il _ ,r BREED NRpNE EN - - II \ �(^ / 10 3' 9' 13' 1 Oa Q Q i popj I. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY 1 28'16'07 HYDROPERIOD 6Y Y �pC �/ / 1 ° � ; FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO: FA -CC -0/.02475, L=431.98' STATION 2.2 pTEp D B 10' MAGNaLIf� C�I /1 1 EINE pCpTE Cwt TWIN 10" ►� I EFFECTIVE DATE APRIL 10, 200/AT 4:00 P.M.. EASEMENTS LISTED IN SCHEDULE \/ 88875. 44'23"W NEV' NAIL I N TREE T�ANp p,p DE L \ 1/, 8- 35 9" 13" 12' 36 24' 14 24' a �e ti "B"- SECTION 2 THEREOF ARE SHOWN HEREON OR REFERRED TO BELOW. CH=427.6/' w�23/2ppl / TWIN 8' 14'3 O ¢ N 14' 1 22' 10' CHERRY 7 2, IV() �j 14' 14° a 35 9 15 14' lz 14' 15' `� 323s' 0142 I yl 2. THE ZONING CLASSIFICATION FOR THIS PROPERTY /S: CITY OF SANFORD,STS MIH o 1 \ 10, 11, a' , 12' 13 t5' 0 /s' Ir�r3 a' 1 ' 13 (4 m I SEMINOLE COUNTY �- 1 RIM ELEV.= 31.96' 8' TRA r� D TWIN 13" 9 10' i MR -3, MULTI -FAMILY RESIDENTIAL h NE INV. ELEV. -32.35 \ ►�5 �� p,R TRIPLE 18" 13' 15' (n 7 , ^��• SE INV. ELEV. =32.25' + . TWIN 24' la' la' a' THE BUILDING SETBACKS ARE AS FOLLOWS: SUBJECT TO SEMINOLE COUNTY PLANNING WOOD a ti 30 lz' AND ZONING DEPARTMENT. o 1 LAKE MARY BLVD. R/W 70' �-✓ � 37 26' �> 18 { la' 20 26' I ROLLING HILLS BLVD. 40` U 13 2z' I JURISDICTIONAL LINE 25 BEAU o 1./_ /j� a 12' TWIN 16' TWIN I'S I I C. \\1\ \ \\\ \ \__ 35 STS M/H' RIM ELEV. = %85q""5, 9.58' s o SE INV. ELEV. = 29.86' NE INV. ELEV. WGoo LP SAN M/H RIM ELEV. = 39.45' SE INV. ELEV. =25.61' NW INV. ELEV. = 25.62' A = 13 047'0/" Z= 10.63' R = 875.54' CH = 210.121 REC. I/2" T. . "AGS CO. L.8. 6226" STS M/H RIM ELEV. = 39. NW ELEV. = 3J.00' a" SW ELEV. = 33.01' 12 11 ASTERLY R/W LI F ROLLING HILLS BLVD. 9' TWIN 12" STS CI 9� g R1 ELE = 38.31' S INV. E EV.=35.27'8 TWIN 10' SAN M/H A111 V. C1 1 z 09 INV ELEV - 26 /I' 1'a'} 14' 20' J. ONLY ABOVE GROUND APPURTENANCES AND VISIBLE UTILITIES HAVE BEEN LOCATED. cr'� T'wIN 15' 042, TWIN 14' I { UNDERGROUND IMPROVEMENTS SUCH AS FOUNDATIONS AND UTILITIES WERE NOT SITE �T.�f 107'T wrn 2a' 18 az'12 1 12 I LOCATED EXCEPT AS SHOWN. �V -TRAVEI 1 01'NT A// �h 15� I 15 14' 10, la 26' O TWIN 24' TRIPLE la' i I 4. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE SOUTHWEST �Ec�' l:�'&C• A PORT/ (�F {�'�, � � O � �`�''�' O {�, QUARTER OF SECTION 12, TOWNSHIP 20 SOUTH, RANGE 30 EAST, BEARING %E�28 " GOVERNME T LOT 2 ` 12) 15' (2) 12' 20' 361 012" zO 1 ' a 36' x BEING S00°54'12"W, PER HISTORIC INFORMATION PROVIDED BY CLIENT. Q LEVATION =,34.77 1 STUCCO " 6 ABBREVIATIONS AND SYMBOLS: STS Cl 1� RIM ELEV. = 38.35' d RCP NW INV. ELEV. =29.98' STS Za WGGOr' 0° LP NE INV. ELEV. = 35.12' 38 � A/C AIR CONDITIONER PAD MH MANHOLE LLE) UTILITY METER ( TYPE AS NOTED) AGS CO. ATLANTIC -GULF SURVEYING COMPANY N&D NAIL AND DISC NUMBER (D SET 5/8" IRON ROD & CAP "LB 2856" B.M. BENCH MARK N0, fig. 9 B.O.B. BOTTOM OF BANK NTS NOT TO SCALE UTILITY POLE B.O.S. BOTTOM OF SLOPE (NV) NOT VERIFIED E INV. ELEV.-25.96' SE INV. ELEV.-29.05' BE BURIED ELECTRIC OHW OVERHEAD WIRE W INV. EV. = 24.96' - EL SINGLE SUPPORT SIGN BLDG. BUILDING P/L PROPERTY LINE •...,� BLVD. BOULEVARD O.R.B. OFFICIAL RECORD BOOK - - FENCE LINE BT BURIED TELEPHONE (P) PLATTED COURSE AND/OR DISTANCE �- GUY ANCHOR 8WF BARBED WIRE FENCE P.8. PLAT BOOK 47.92'SCALE A3 o50 I49 N � = 29 CONC. (C) CALCULATED P.C. POINT OF CURVATURE) N6 CB = 6 °19'16"W 010' 1Q R = 590.00' CH = 44.97' °50'57"W FIRE HYDRANT C8 CATCH BASIN P.C.P. PERMANENT CONTROL POINT C.B. CHORD BEARING PG. PAGE CH = 44.97' STREET LIGHT CH CHORD DISTANCE PK PARKER KALON pQ VALVE ( TYPE AS NOTED) Cl CURB INLET P.L.S. PROFESSIONAL LAND SURVEYOR R = 39.04' CH = 29.82' C&G CURB AND GUTTER P.O.C. POINT ON A CURVE \CB CH = /3.89' CIL CENTERLINE PP POWER POLE 7W CURB INLET C.M. CONCRETE MONUMENT P.R.C. POINT OF REVERSE CURVATURE C/0 CLEAN-OUT P.R.M. PERMANENT REFERENCE MONUMENT ® ELECTRIC TRANSFORMER C.C.R. CERTIFIED CORNER RECORD P. T. POINT OF TANGENCY CLF CHAIN LINK FENCE P.S.M. PROFESSIONAL SURVEYOR AND MAPPER SANITARY SEWER MANHOLE CONC. CONCRETE PVC POLYVINYL CHLORIDE ( PIPE ) COR. CORNER, R RADIUS O MONITORING WELL CMP CORRUGATED METAL PIPE R/W RIGHT OF WAY 0 CENTRAL ANGLE ( DELTA) RCP REINFORCED CONCRETE PIPE (O ALUMINUM ACCESS COVER/ MANHOLE (D) DEED DESCRIPTION REC. RECOVERED D.I.P. DUCTILE IRON PIPE RGE. RANGE QS DUMP STATION ELEC, ELECTRIC. SAN SANITARY ELEV. ELEVATION SEC. SECTION + TEMPORARY BENCH MARK E/P EDGE OF PAVEMENT S/W SIDEWALK ESMT. EASEMENT S.R. STATE ROAD' TREE (TYPE AS DESIGNATED) (F) FIELD MEASUREMENT SS SANITARY SEWER F.F. F.D.O. T. FINISHED FLOOR FLORIDA DEPARTMENT OF TRANSPORTATION STS T.B.M. STORM SEWER TEMPORARY BENCH MARK CYPRESS TREE GOVT GOVERNMENT TEL. TELEPHONE (UTILITY) HWY. HIGHWAYPALM T.O.B. TOP OF BANK TREE ID, IDENTIFICATION T.O.S. TOP OF SLOPE INV. . INVERT TWP. TOWNSHIP OAK TREE IRON R00 AND CAP TYP. TYPICAL L ARC LENGTH W1 WITH PINE TREE L.B. LICENSED BUSINESS WM WATER MAIN \ LP LIGHT POLE ASPH ASPHALT '- rte: F I ca N 40'DRA/NAGE CANAL EASEMENT O.R.B. 370, PG. 570 U N STS DRAIN PIPF� °� Ln /ll = 60' TERMINATION OF WETLAND LINE DELINEATED ELEV. -25.17 43 BY BREEDLOVE, DENNIS & ASSOCIATES I� -� I� � X1111 � Vlf� wl I 1k SITE T.B.M. TRAVERSE P NT REC. 5/8" 1. F "L.B. 285611 ELEVA TIO - .17 r~ Q NO. REVISION DATE O a o '' N 0 E CEMENT I• TITLE COMMITMENT 3/23/01 POINT OF COMMENCEMENT m N o N. E. COR. OF, THE S. W. 1/4 2. CERTIFICATION UPDATE 4/16/01 QO o zz- SEC. 12, T WP. 20 S., RGE. 30 E. zl� REC. 2" P. NO ID. 3. NEW TITLE COMMITMENT 5/2/01 4. ADDITIONAL R/W,REVISED LEGAL DESCRIPTION 5/17101 5. TITLE COMM, B-2: REMOVAL OF ITEMS 10,11,12 5/25/01 '� o Q 6. TEMPORARY ACCESS EASEMENT 6/5/2001 w ' LEGAL DESCRIPTION: ( PREPARED BY LOCHRANE, EXHIBIT "A" OF TITLE COMMITMENT) o m 1 �- PO/NT OF BEGINNING A PORTION OF THE OF SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 20 SOUTH,STS z RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA BEING A PORTION OF GOVERNMENT LOT 2 ELEV. = 24.61 o Q Q GRAIN PIPE AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ELEV. ' FENCE CORNER COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID o `. 0.5-N, 1.5E SECTION 12, THENCE RUN S00°54'12"W ALONG THE EAST UNE OF SAID QUARTER -SECTION, A DISTANCE OF 287.24 FEET FOR A POINT OF BEGINNING; THENCE CONTINUING ALONG ° of REC. 5/8" lR&C SAID EAST LINE RUN SOO°54'12"W A DISTANCE OF 985.02 FEET TO THE NORTHERLY RIGHT- u - "FC. 5/ ." OF -WAY LINE OF LAKE MARY BOULEVARD; THENCE DEPARTING EAST LINE OF THE (� O SOUTHWEST QUARTER, RUN N89 13 39 W ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, J Z -40'DRA/NAGE CANAL EASEMENT A DISTANCE OF 75.00 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, RUN N00 5412E A DISTANCE OF 280.77 FEET; THENCE RUN N88 47 00 W , A DISTANCE OF O.R.B. 370, PG. 570 ?; 280.00 FEET; THENCE RUN 501°13'26"W, A DISTANCE OF 282.95 FEET TO THE AFORESAID �J NORTHERLY RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD; THENCE RUN N89°13'39"W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 243.67 FEET TO A POINT OF a z CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 590.00 FEET, A CHORD BEARING OF 575'50'57"W AND A CHORD DISTANCE OF 303.88 FEET; THENCE RUN (/1 SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID NORTHERLY RIGHT- OF-WAY IGHT-OF-WAY LINE A DISTANCE OF 307.35 FEET; THENCE DEPARTING SAID CURVE AND SAID NORTHERLY RIGHT-OF-WAY LINE, RUN S62°16'10"W A DISTANCE OF 43.59 FEET TO A POINT I N ON A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 39.04 FEET, A Q) ci CHORD BEARING OF N66°19'16"W AND A CHORD DISTANCE OF 44.97 FEET BEING THE W EASTERLY RIGHT-OF-WAY OF ROLLING HILLS BOULEVARD AS RECORDED IN OFFICIAL (M J MEASURED ( , z I RECORDS BOOK 373/, PAGE 1104; THENCE RUN WESTERLY AND NORTHWESTERLY ALONG MES MITERED END SECTION 2$ V �j THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 70%938 A DISTANCE OF p 47.92 FEET TO A POINT OF TANGENCY; THENCE RUN N3/ 09 27 W ALONG SAID EASTERLY NI Q RIGHT-OF-WAY LINE A DISTANCE OF 378.70 FEET TO A POINT OF CURVATURE OF A CURVE 1uoi CONCAVE NORTHEASTERLY WITH A RADIUS OF 875.54 FEET, A CHORD BEARING OF L'I` �i N24015'57"W AND A CHORD DISTANCE OF 210.12 FEET; THENCE RUN NORTHWESTERLY HYDROPERIOD��`^' 29 I NI ALONG SAID CURVE AND ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF STATION I.I - ¢I 2/0.63 FEET TO A POINT ON SAID CURVE; THENCE DEPARTING SAID EASTERLY RIGHT -OF NAIL IN TREE �� I =I I7 WAY LINE RUN S84°57'54"E, A DISTANCE OF 6.42 )FEET; THENCE RUN N80°18'30"E, A ti i pi DISTANCE OF 52.03 FEET; THENCE RUN N82 1413 E, A DISTANCE OF 84.60 FEET; THENCE ELEV. = 29.96 QQRUN N68 °49'17 "E A DISTANCE OF 41.43 FEET • THENCE RUN N8l °02'07"E, A DISTANCE OF 9" CHERR 1 CHE Y ©I I ' o, u o " � ERRy� � � , 57.67 FEET; THENCE RUN MO 0l 05 E, A DISTANCE OF 71.43 FEET; THENCE RUN N80 40 38 E, HYDROPERIOD STATION I.2 \ 3p 00 a �`'i A DISTANCE OF 41.78 FEET; THENCE RUN N66 42 49 E, A DISTANCE OF 57.46 FEET; THENCE CQ 9' UNK OWN a' RUN S89°15'47"E, A DISTANCE OF 39.34 FEET; THENCE RUN N69°46'42"E, A DISTANCE OF NAIL IN TREE (' 102.66 FEET; THENCE RUN N87°08`54"E, A DISTANCE OF 74.29 FEET; THENCE RUN CQ N66°58'27"E, A DISTANCE OF 68.18 FEET; THENCE RUN N48°17'07"E, A DISTANCE OF 83.03 ELEV. =29.7/ �0. 10' CHERRY 31 9" CHERRY FEET; THENCE RUN N3!°49'58"E, A DISTANCE OF 47.88 FEET; THENCE RUN N31°36'55"E, A � o r ,r I DISTANCE OF 68.85 FEET; THENCE RUN N38 5213 E, A DISTANCE OF 59.32 FEET; THENCE TRIPLE 10' CH 4 HERBY I I " o , " C � z' CHER � � ,� RUN N77°25 49 E, A DISTANCE OF 50.45 FEET; THENCE RUN N88 1712 E, A DISTANCE OF NOT PLATTED �\ 32 12CLUSTER (2) 1 CLL'' ER 9' 8 \ 49.60 FEET; THENCE RUN N25°16'13"E, A DISTANCE OF 41.14 FEET; THENCE RUN N45°58'26'E, 33 1 A DISTANCE OF 88.46 FEET, THENCE RUN N47 1158 E, A DISTANCE OF 49.98 FEET; THENCE 1z' UN N 11 t3' ERRY I RUN 589°08'08"E, A DISTANCE OF 49.12 FEET; THENCE RUN N82°12'05"E, A DISTANCE OF ro 9' BAYI � 48.09 FEET; THENCE RUN N85°10'15"E, A DISTANCE OF 67.13 FEET; THENCE RUN N09°22'59'E, 12' 9' 3q 11 O 10" I A DISTANCE OF 17.83 FEET; THENCE RUN N90°00'00"E, A DISTANCE OF 57.78 FEET TO THE HYDROPERIOD TES �ppl. 0" 35 CLUSDAY IOR 1z POINT OF BEGINNING. O I STAT/ON 2.1 SSpCO V/24/ ,l a �RPI� ,' cHERZY ' acI 1 NAIL IN TREE A TWIN 1 �"f 1' w �I N CONTAINS /6.997 ACRES (740382 SQUARE FEET), MORE OR LESS. ELEV. = 28.06` pENN SNEERINp' �N _ FLOOD HAZARD zQNE p1R� 9 8' 10, W i lfOj' O E SURVEYOR'S REPORT Il _ ,r BREED NRpNE EN - - II \ �(^ / 10 3' 9' 13' 1 Oa Q Q i popj I. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY 1 28'16'07 HYDROPERIOD 6Y Y �pC �/ / 1 ° � ; FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO: FA -CC -0/.02475, L=431.98' STATION 2.2 pTEp D B 10' MAGNaLIf� C�I /1 1 EINE pCpTE Cwt TWIN 10" ►� I EFFECTIVE DATE APRIL 10, 200/AT 4:00 P.M.. EASEMENTS LISTED IN SCHEDULE \/ 88875. 44'23"W NEV' NAIL I N TREE T�ANp p,p DE L \ 1/, 8- 35 9" 13" 12' 36 24' 14 24' a �e ti "B"- SECTION 2 THEREOF ARE SHOWN HEREON OR REFERRED TO BELOW. CH=427.6/' w�23/2ppl / TWIN 8' 14'3 O ¢ N 14' 1 22' 10' CHERRY 7 2, IV() �j 14' 14° a 35 9 15 14' lz 14' 15' `� 323s' 0142 I yl 2. THE ZONING CLASSIFICATION FOR THIS PROPERTY /S: CITY OF SANFORD,STS MIH o 1 \ 10, 11, a' , 12' 13 t5' 0 /s' Ir�r3 a' 1 ' 13 (4 m I SEMINOLE COUNTY �- 1 RIM ELEV.= 31.96' 8' TRA r� D TWIN 13" 9 10' i MR -3, MULTI -FAMILY RESIDENTIAL h NE INV. ELEV. -32.35 \ ►�5 �� p,R TRIPLE 18" 13' 15' (n 7 , ^��• SE INV. ELEV. =32.25' + . TWIN 24' la' la' a' THE BUILDING SETBACKS ARE AS FOLLOWS: SUBJECT TO SEMINOLE COUNTY PLANNING WOOD a ti 30 lz' AND ZONING DEPARTMENT. o 1 LAKE MARY BLVD. R/W 70' �-✓ � 37 26' �> 18 { la' 20 26' I ROLLING HILLS BLVD. 40` U 13 2z' I JURISDICTIONAL LINE 25 BEAU o 1./_ /j� a 12' TWIN 16' TWIN I'S I I C. \\1\ \ \\\ \ \__ 35 STS M/H' RIM ELEV. = %85q""5, 9.58' s o SE INV. ELEV. = 29.86' NE INV. ELEV. WGoo LP SAN M/H RIM ELEV. = 39.45' SE INV. ELEV. =25.61' NW INV. ELEV. = 25.62' A = 13 047'0/" Z= 10.63' R = 875.54' CH = 210.121 REC. I/2" T. . "AGS CO. L.8. 6226" STS M/H RIM ELEV. = 39. NW ELEV. = 3J.00' a" SW ELEV. = 33.01' 12 11 ASTERLY R/W LI F ROLLING HILLS BLVD. 9' TWIN 12" STS CI 9� g R1 ELE = 38.31' S INV. E EV.=35.27'8 TWIN 10' SAN M/H A111 V. C1 1 z 09 INV ELEV - 26 /I' 1'a'} 14' 20' J. ONLY ABOVE GROUND APPURTENANCES AND VISIBLE UTILITIES HAVE BEEN LOCATED. cr'� T'wIN 15' 042, TWIN 14' I { UNDERGROUND IMPROVEMENTS SUCH AS FOUNDATIONS AND UTILITIES WERE NOT SITE �T.�f 107'T wrn 2a' 18 az'12 1 12 I LOCATED EXCEPT AS SHOWN. �V -TRAVEI 1 01'NT A// �h 15� I 15 14' 10, la 26' O TWIN 24' TRIPLE la' i I 4. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE SOUTHWEST �Ec�' l:�'&C• A PORT/ (�F {�'�, � � O � �`�''�' O {�, QUARTER OF SECTION 12, TOWNSHIP 20 SOUTH, RANGE 30 EAST, BEARING %E�28 " GOVERNME T LOT 2 ` 12) 15' (2) 12' 20' 361 012" zO 1 ' a 36' x BEING S00°54'12"W, PER HISTORIC INFORMATION PROVIDED BY CLIENT. Q LEVATION =,34.77 1 STUCCO " 6 STS Cl 1� RIM ELEV. = 38.35' d RCP NW INV. ELEV. =29.98' STS Za WGGOr' 0° LP NE INV. ELEV. = 35.12' 38 � SW INV. ELEV. -.32.35 2.35' N 6 1" � 1" 10' 8° P.V.C. - ��E° SAN M111- � 63 RIM ELEV. = 39.84 v 0' a� �9 CS3 e• CONC. SLAB fig. 9 SAN M/H RIM ELEV. = 39.76' SAN MIHj RIM ELEV. =39.0'7 N INV. ELEV. =25.04' y0 E INV. ELEV.-25.96' SE INV. ELEV.-29.05' 30 SW INV. ELEV. -25.46' h W INV. EV. = 24.96' - EL h 4 Woog •...,� LP F P.O. C. 1 70/9'38"NOT TO11L'�0 �\ aI6N 47.92'SCALE A3 o50 I49 N � = 29 CONC. S 041 11 R = 39. L = 307.35' = 70 °19'38 N6 CB = 6 °19'16"W 010' 1Q R = 590.00' CH = 44.97' °50'57"W L = 47.92' 502 CB = S75 R = 39.04' = 303.88' CB = N66 °19'16'W 0° ...CH CH = 44.97' ° 4 = 02 *5345 L = 29.82' "T P.O.C. p = 20 °29'!/" R = 590.00' C8 = S5928'40 °"W NES N INV. ELEV. =36.7!' S INV. ELEV. R = 39.04' CH = 29.82' = 568'1625"W \CB CH = /3.89' �SPILL�1,5 DETAIL "A1/ / SECTION 12 TW . 20 S. RGE. 30 E 12 1:7- (2) C/) r1 , 15' O Olaf ' I 5. THE SUBJECT PROPERTY CONTAINS 17.00 ACRES (740,520 SQUARE FEET), MORE OR LESS. Q 9` .00 ACRES 24" (2) 24' 0 (3) 10' OAK CLUSTER 1a, 2' 1 � I `J 14' 10" 13' 18' 14' 6. THE SUBJECT PROPERTY LIES IN THREE (3) ZONES: ZONE "X" "AREAS DETERMINED �'� {�'� 20' TWIN 1 r z , 16' wl �' 10 TO BE OUTS/DE 500 -YEAR FLOOD PLAIN";FLOOD AREA ZONE "X" "AREAS OF 500 -YEAR O 12' TRIPLE 12" 1 1 1a' t^r ; FL000; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTHS OF I FOOT OR WITH '�- a' 15, }1 24'W6" lo' 14" O 10, 18' SY MORE O 1 ' 13' 18, i� l DRAINAGE AREAS LESS THAN ONE SQUARE MILE; AND AREAS PROTECTED BY LEVEES 14' TWIN 14' R7 14� 18" 24" 12" i rf 4 'f R �( , 10„ FROM 100 -YEAR FLOOD". AND FLOOD HAZARD AREA ZONE "AE" BASE FLOOD ELEVATIONS cl 22' 12' RIPLE 14' tz' 14" tO 13" !s' 06' 0 �N DETERMINED"; SHOWN AND DETERMINED BY SCALED INTERPRETATION, ACCORDING TO Q a' 24' 15' 2 ° I THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, <( D 27 26' 24 �`~'' 24' 14 15" O NS 47'00"W 0, 0' i I COMMUNITY PANEL NUMBER 12117 C 0045 E, DATED APRIL /7, 1995. \ �`- O ' 12 16 C STER IS' 7. ELEVATIONS BASED ON SEMINOLE COUNTY BENCH MARK 4/4300!. ELEVATION=32.560', Oi zz 75' DRAINAGE CANAL EASEMENT `���r' DESCRIBED AS "REC. P.K. NAIL & ST. JOHNS WATER MANAGEMENT DISTRICT DISK #LAB IN 12' 15 024' O (2) 24' 101 112" 1 TRIPLE 12' L; O.R.B. 370, PG. 570 TOP OF HEADWALL ON N. SIDE OF LAKE MARY BLVD AT 6 MILE CREEK" AND ALSO BENCH Q O O 4 18' 4' `� J'28, P MARK 4142801, ELEVATION= 39.976, DESCRIBED AS " RR SPIKE IN N. FACE OF 8" MAPLE, 14 170'+1- S. OF E/P OF LAKE MARY BLVD., 30 +/- S.E. OF S.E. CORNER OF RETENTION ( TWIN 14" 15' 16' ¢ 8f 4 1 ls' 26' 16' �I POND, AND 0.55 MILES E. OF 17/92". J O 12 14' Q s, 024, I 14' a 16" I 8. THE NORTH LINE OF THE SUBJECT PROPERTY IS BASED ON THE WETLAND DELINEATION BY BREEDLOVE, DENNIS & ASSOCIATES. THIS WETLAND LINE HAS BEEN SUBMITTED TO THE O1e" a {} 81 {"'� I3''� �J 14, 38 10' 14" I ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT FOR APPROVAL. PENDING THEIR 9' ^7 1 ' (z) 12" 15 APPROVAL, THIS NORTH LINE IS SUBJECT TO CHANGE AND REMONUMENTATION. Z 9' 10° B" 9" �� 14" O 1 " 10}� 121 2' 812' x I p g TWIN 12' 9 10D10' 12' � a ,10, 10" 91 9, 10' 14' 12 140 10' e O r �9' � 10' 3' 12' 11 ,0, i 10' 14' i 0 10" O O to 9 12" 12' 10' IN 12" 1:' 10" 91 10' 10' 10' a" 0 12' 10' 14 © 15' 14' NOT PLATTED 13' 1z' i , � rn a9 a a" 12' 10' 12' O O 10 101 ,O ,^ ro TWIN 9' 12" 14 032" SURVEYORS CERTIFICATION � c � TWIN 10' 8' O (4) 10' 0 15 c?WIN 14 (4) 15' I I 0 10" 34 I I CERTIFIED TO: cz i g• 10, ^r 15' ' •� Q 12" 10 10" Vol10' � OTRIPL z' ,I THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND "THE SURVEY ON WHICH O) e POND 3 I I IT IS BASED WERE MADE (l) IN ACCORDANCE WITH MINIMUM STANDARD W 8° lO a 13' PER SEMINOLE COU Y I DETAIL REQUIREMENTS FOR A.L.T.A,/A.C.S.M. LAND TITLE SURVEYS," JOINTLY 10' a119' D= 29°50149" �' r� (21 12" 1 ' LAKE MARY BO LE ARD �'� °� ESTABLISHED AND ADOPTED BY A. L. T.A., A.C. S.M. AND N. S.P. S. IN %999, AND cz 1 8 L = 307.351 1 ' 8" WIN 9' PHASE R%W MAP TR E lc x I INCLUDES ITEMS 1, 3, 4, 6, 7(a), 8, /0, //(a) & 14 OF TABLE A THEREOF, 4 ,f I AND (1) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY A.L.T.A. J O - I 8' TwtN a' ;r �' I AND A.C.S.M. AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN (q 4 12" 811 1 C _ 5S75 050'57"W $. 9' 9 811 9 O0, 101 �" TRIPLE 12' 26" j ( URBAN SURVEY. U M CH = 303.88 010'} HOUSING FINANCE AUTHORITY OF ORANGE COUNTY 9'0 0, t " ME ls' I NABOBS, G/BL/N & N/CKERSON, P.A. M 10 101, 10' REC. 1/2" PIPE 10' CLUSTER (3) TOP LEV.-32.94' I CHARLESTON CLUB PARTNERS, LTD SW I ELEV. NO ID. UB I BCED ROADAANO CA SEL GS 2000 X, L.L.C. o NORTHERLY R/W P'C' 89bC3 9' W 243.67'{ R 0 9' LINE OF LAKE MARY BLVD. _----- - _ _-_- --- __ -_TOP Cf SLOPE _- -_- _036 ' NI - _ _ -- KEYBANK NATIONAL ASSOCIATION „ C. 2" lR& N89 3/ '. KEY INVESTMENT FUND LIMITED PARTNERSHIP X11 8 RE l/2 I.P. „ ' a' -�' - __ _ __ _ _-_-_---- _ MPED SQUIRES, SANDERS & DEMPSEY, L.L.C. AIG CO. 12" --- =-_--- �� �_ -_-_- - ---- ---- `----BOTTO�OT �LOFE- "T E E" +r! AmSouth BANK L.B. 226" £ r3.T- - 35 _-- rrarof ----- _- _-----_-_-- 3' S �� 32 FOLEY & LARDNER 1014 ��_�6��R� T S62P '1011 S•E�E �LEV'=o3�5��, r1'� i .---.._-_----- - _-_--_--_--__io"hh' oF stogy-- ---`'- ------y----- ----h-' -_-_----------------'-- p�, �-� "�ti a ��,• c/s > 's . SELTZER MANAGEMENT GROUP, INC. w IASHALT ROUND CUADHaL ti DETAIL h FANNIE MAETW w TWIN 9' MES LAKE , , N INV. E ' ARCS MORTGAGECO., L.P. 4h FTP'16' _ -NUMBER UNCLEARBROWN, RAYSMAN, MILLSTEIN, FELER & STEINER CHASE MANHATTEN TRUST COMPANY a43, 140R/W E ,� m IF 2ULE-VARD-HAE-RMIAPnPAII PECK, SHAFFER & WILLIAMS, L.L.P. 9GREENBERG, TAURIG, P.A.35 ox FIRST AMERICAN TITLE INSURANCE COMPANY ��� tOITIONAL =590 00' _-- R „ WILLIAM R. HOUGH &COMPANYT --'-- --T - = - _ =_--- %=_-,--PL6C8=S59°28'40'y CH=29.82' 35 �•-•�� 35 ---- - -3 --- `\ J ) M L'=/3:)8 3 . �` _ - --_.----------------•---------- _ _------- - -- -- � � k �� 8:=39.04 �0 _ x x x x - - - -- --- _ - - --------- a CB = 9.0 %6'23"W h5' pF� _ 6' W000 FENCE-� a _max 6 Ctf W STS CB CH =13.89 �j1�� STS CB -� ` TUP ELEV. = 29.63 / /5 PE MES TOP ELEV. = 31.36' FZ� E yAEARp MES W INV. ELEV. 23.70' N INV. ELEV. =JO. 39 E INV. ELEV.-23.24' 11 11 ° E WINY. LEV. =22.04' zt E INV. ELEV. =22.52' de l 6' S.E. COR. , GOVT LOT 2 �• �.� �' S.E. COR, S.W. 1/4 SEC. 12 REC. 4"x4WP. C.U. 20 S RGE. 30 E BRYANT MILLER & OLIVE LOCHRANE ENGINEERING, INC., L. B. No. 2856 - NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. GRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch = 60 ft. i L1 L2 A = 13'47' 01 " L = 210.63 \ R = 875.54 NOT PLATTED / L5 L3 w CB = N24'15'57"W CH = 210.12 �� oti o 5�"=•� -1 5. o \ \ 02 20� ' 11 G o. \ EASTERLY R/W o �j� ��� LINE OF ROLLING HILLS BLVD. 0��� �4 '-'"3 ,c q 1 c J \ O od �5. A = 90'48'49" L = 61.88 R = 39.04 CB = N76'33'51 "W CH = 55.60 �6 LEGEND: BLDG. - DENOTES BUILDING C.B. - DENOTES CHORD BEARING CH - DENOTES CHORD DISTANCE C/L DENOTES CENTERLINE ESMT. - DENOTES EASEMENT L - DENOTES ARC LENGTH L. B. - DENOTES LICENSED BUSINESS O.R.B. - DENOTES OFFICIAL RECORD BOOK P.B. - DENOTES PLAT BOOK PG. - DENOTES PAGE P.S.M. - DENOTES PROFESSIONAL SURVEYOR AND MAPPER R - DENOTES RADIUS R/W - DENOTES RIGHT-OF-WAY RGE. - DENOTES RANGE SEC. - DENOTES SECTION TWP. - DENOTES TOWNSHIP Q• - DENOTES SET '/2" IRON ROD & CAP LB#6723 ® - DENOTES RECOVERED 3/4" I.P. #6226 CONSERVATION EASEMENT PER O.R. BOOK 3763, PG. 129 L11 L9 A PORTION OF GOVERNMENT LOT 2 SECTION 12, TWP. 20 S., RGE. 30 E. 7NCRETE FOUNDATION 17,00 ACRES 0 = 32'44'34" L = 337.17 R = 590.00 CB = S74'24'04"W CH = 332.60 4 4a Ba.a �CDa.om BUILDING #11 / CONCRETE FOUNDATION FINISHED FLOOR ELEVATION = 40.90' 23.'27' W RECOVERED 0 1 i \ i v 393. NOT PLATTED L18 ( Ro. -791 _. • •srn. 0 N N � 50.8.....,_7 ?5. N Z o4.M � 500 rn 2Z W 0 Z� 0 W %r ct 7� 0 44, 0 Ld 5 85. •'3 ' L � o ui 5 :. 4.4 �n 37.28' 108.27' RECOVERED 2" IRON PIPE POINT OF COMMENCEMENT �� N.E. COR. OF THE S.W. 1/4 W SEC. 12, TWP. 20 S., RGE. 30 E. POINT OF BEGINNING ( N � n W O L25 IL26 - Z LEGAL DESCRIPTION: ( PREPARED BY LOCHRANE, EXHIBIT "A" OF THE TITLE COMMITMENT ) 223 _ 224 f- 40.00' COMMITMENT ) L22 40' DRAINAGE CANAL I EASEMENT PER. A PORTION OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 20 SOUTH, RANGE O.R.B. 370, PG. 570 - - 30 EAST, SEMINOLE COUNTY, FLORIDA BEING A PORTION OF GOVERNMENT LOT 2 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 12, THENCE RUN S00°54'12"W ALONG THE EAST LINE OF SAID QUARTER - SECTION, A DISTANCE OF 287.24 FEET FOR A POINT OF BEGINNING; THENCE CONTINUING 75' DRAINAGE CANAL ALONG SAID EAST LINE RUN S00°54'12"W A DISTANCE OF 984.85 FEET TO THE NORTHERLY EASEMENT PER RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD; THENCE DEPARTING EAST LINE OF 41L'I O.R.B. 370 PG. 570 THE SOUTHWEST QUARTER RUN N89213'39"W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 75.00 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, RUN N00°54'12"E A DISTANCE OF 280.60 FEET; THENCE RUN N88°47'00"W, A DISTANCE OF 280.00 FEET; THENCE RUN S01'13'26"W, A DISTANCE OF 282.95 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD; THENCE RUN N89°13'39"W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 243.67 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 590.00 a a3 a 1 �Q FEET, A CHORD BEARING OF S74°24'04"W AND A CHORD DISTANCE OF 332.60 FEET; �W THENCE RUN SOUTHEASTERLY ALONG SAID CURVE AND ALONG SAID NORTHERLY WM RIGHT-OF-WAY LINE A DISTANCE OF 337.17 FEET TO A POINT OF REVERSE CURVATURE OF W A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 39.04 FEET. A CHORD BEARING OF AE F D F{/LOOR ELEVATION 35.95' CONCRETE FOUNDATION 1EN oa N76033'51"W AND A CHORD DISTANCE OF 55.60 FEET, BEING THE EASTERLY RIGHT -OF- = o cn � w W OWAY OF;: ROLLING HILLS BOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 3731, Mn PAGE 1104; THENCE RUN WESTERLY AND NORTHWESTERLY ALONG SAID CURVE AND WIL SAID RIGHT-OF-WAY A DISTANCE OF 61.88 FEET TO A POINT OF TANGENCY; THENCE RUN N J 22.7J=e 3+N cn + N 11 4 7S.12' --► 0 Ji....../:QX, aa".A 302 JJ N31°09'27"W ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 378.70 FEET TO 18.8 1a.a4.8�•'-`-'•�" I ZN A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY WITH A RADIUS OF a V) 0 875.54 FEET, A CHORD BEARING OF N24015'57"W AND A CHORD DISTANCE OF 210.12 FEET; W C) THENCE RUN NORTHWESTERLY ALONG SAID CURVE AND ALONG SAID EASTERLY RIGHT - U u OF -WAY LINE, A DISTANCE OF 210.63 FEET TO A POINT ON SAID CURVE; THENCE 0 DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE RUN S84'57'54"E, A DISTANCE OF 6.42 � M 75.00' �.-- FEET; THENCE RUN N80°18'30"E, A DISTANCE OF 52.03 FEET; THENCE RUN N82°14'13"E, A DISTANCE OF 84.60 FEET; THENCE RUN N68'49'17"E, A DISTANCE OF 41.43 FEET; THENCE 1 RUN N81°02'07"E, A DISTANCE OF 57.67 FEET; THENCE RUN N70'01'05"E, A DISTANCE OF 71.43 FEET; THENCE RUN N80'40'38"E, A DISTANCE OF 41.78 FEET; THENCE RUN 00 N66'42'49"E, A DISTANCE OF 57.46 FEET; THENCE RUN S89°15'47"E, A DISTANCE OF 39.34 I 4 FEET;' THENCE RUN N69°46'42"E, A DISTANCE OF 102.66 FEET; THENCE RUN N87°08'54"E, A d 1 0) DISTANCE OF 74.29 FEET; THENCE RUN N66'58'27"E, A DISTANCE OF 68.18 FEET; THENCE 1.87 RUN N48°17'07"E, A DISTANCE OF 83.03 FEET; THENCE RUN N31'49'58"E, A DISTANCE OF 47.88 FEET; THENCE RUN N31'36'55"E, A DISTANCE OF 68.85 FEET; THENCE RUN N38'52'13"E, A DISTANCE OF 59.32 FEET; THENCE RUN N77°25'49"E, A DISTANCE OF 50.45 DP•t�o 151.77'1 FEET; THENCE RUN N88'17'12"E, A DISTANCE OF 49.60 FEET; THENCE RUN N25°16'13"E, A 3a2 1 DISTANCE OF 41.14 FEET; THENCE RUN N45'58'26"E, A DISTANCE OF 88.46 FEET; THENCE RUN N47°11'58"E, A DISTANCE OF 49.98 FEET; THENCE RUN S89°08'08"E, A DISTANCE OF &9 1 49.12 FEET; THENCE RUN N82°12'05"E, A DISTANCE OF 48.09 FEET; THENCE RUN N85"10'15"E, A DISTANCE OF 67.13 FEET; THENCE RUN N09'22'59"E, A DISTANCE OF 17.83 d. I FEET; THENCE RUN N90°00'00"E, A DISTANCE OF 57.78 FEET TO THE POINT OF BEGINNING. 0 s• i LW-- CONTAINS 17.00 ACRES, MORE OR LESS. T3 7 el. I o SURVEYOR'S NOTES: 3.7 o , a.3 _v.I O BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE SOUTHWEST QUARTER OF F= m 150.25' Z SECTION 12, TOWNSHIP 20 SOUTH, RANGE 30 EAST, AS BEING S00°54'12"W. (BASED ON HISTORIC �._ 0 u s_ 1 tq INFORMATION PROVIDED BY CLIENT.) pZ •'4 �° I , o H ¢ 7� 1 THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND/OR PRIVATE AGREEMENTS NOT a> FURNISHED TO THIS SURVEYOR OR SHOWN ON THIS BOUNDARY SURVEY THAT MAY AFFECT 0 w W 1 PROPERTY RIGHTS AND/OR LAND USE RIGHTS OF THE SUBJECT PROPERTY. 0 4 '7:� I THIS SURVEY WAS ,PERFORMED WITH THE BENEFIT OF AN INSURANCE TITLE COMMITMENT, I PREPARED BY FIRST AMERICAN TITLE, COMMITMENT_ NUMBER FA -CC -01.02475, EFFECTIVE DATE w L T 439 7 I APRIL 10, 42001 AT 4:00 P.M., EASEMENTS LISTED IN SCHEDULE "B" - SECTION 2 THEREOF ARE I SHOWN HEREON OR REFERRED TO BELOW. (PER, LOCHRANE A.L,T.A. / A.C.S.M. LAND 'TITLE' m 57 150.26' - SURVEY,'PROJECT NUMBER 00096.10, DATED 10/24/00.) 4.3 00 1 m 3aI 75' DRAINAGE CANAL 1. ITEM 1O; A 70' UTILITY EASEMENT LYING WITHIN THE R/W OF ROLLING HILLS BOULEVARD EASEMENT PER ADJACENT TO THE WEST LINE OF THE SUBJECT PROPERTY AND AN 80' UTILITY EASEMENT LYING ?7. 13.7a 2,N _- _I D.R.B. 370 PG. 570 WITHIN THE R/W OF AMERICANA BOULEVARD, AS RECORDED IN O.R. BOOK 1170, PG. 628, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. N 2. ITEM 11; THE .CONSERVATION EASEMENT RECORDED IN O.R. BOOK 3763, PAGE 129, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, DESCRIBES A PARCEL OF LAND NORTH OF THE CO I d SUBJECT PROPERTY. � O � aMo 9" RECOVERED HUB & TACK 1 m 0 THE ZONII'IG CLASSIFICATION FOR THIS PROPERTY IS: CITY OF SANFORD, SEMINOLE COUNTY. / MR -3, MULTI -FAMILY RESIDENTIAL. THE BUILDING SETBACKS ARE AS FOLLOWS: SUBJECT TO i Y V SEMINOLE. COUNTY PLANNING AND ZONING DEPARTMENT. LAKE MARY BLVD. R/W 70', ROLLING W HILLS BLD. 40', AND JURISDICTIONAL LINE 25'. N 88'47'00" W 280.00 - e 82.69' 82.69' (V i NORTHERLY R/W °J UNE OF LAKE MARY BLVD. RECOVERED HUB N 8913'39" W 243.67 LAKE MARY BOULEVARD (PAVED) 140' R/W PER SEMINOLE COUNTY LAKE MARY BOULEVARD PHASE 3 R/W MAP , CD N No V THERE MAY BE ENVIRONMENTAL ISSUES AND/OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL, STATE OR LOCAL GOVERNMENTS AFFECTING THE SUBJECT PROPERTY _ NOT SHOWN ON THIS SURVEY. g THIS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES LISTED x HEREON AND SHALL NOT BE RELIED UPON BY ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0 (D 't � NOT PLATTED O -W UNDERGROUND UTILITIES AND IMPROVEMENTS WERE NOT LOCATED, UNLESS SHOWN HEREON. N 00 �o ' SUBJECT PROPERTY SHOWN HEREON LIES IN (3) ZONES: ZONE "X", "AREAS DETERMINED TO BE OUTSIDE 500 - YEAR FLOOD PLAIN"; FLOOD AREA ZONE "X", "AREAS OF 500 - YEAR FLOOD; O� AREAS OF 100 - YEAR FLOOD WITH AVERAGE DEPTHS OF 1 FOOT OR WITH DRAINAGE AREAS W O LESS THAN ONE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 - YEAR FLOOD; AND FLOOD M to HAZARD.AREA ZONE "AE", BASE FLOOD ELEVATIONS DETERMINED BY SCALED INTERPRETATION, POND 3 0� ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, PER SEMINOLE COUNTY w zN COMMUNITY PANEL NUMBER 12117 C 0045 E, DATED APRIL 17, 1995. LAKE MARY BOULEVARD " N V)i 0 ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY, BENCHMARK NUMBER 4143001, PHASE 3 R/W MAP Wo ELEVATION BEING 32 560' Ln � LINE TABLE 0 0 o LINE LENGTH BEARING L1 6.42 S84'57'44"E L2 52.03 N80'1 8'29"E L3 84.60 N82'14'13"E L4 41.43 N68'49'17"E L5 57.68 N81'02'07"E L6 71.43 N70'O1'05"E L7 41.78 N80'40'38"E L8 57.46 N66'42'49"E L9 39.34 S89'15'47"E L10 102.66 N69'46'42"E L11 74.29 N87'08'54"E L12 68.18 N66'58'27"E L13 83.03 N48'17'07"E L14 47.88 N31 *45'04"E L15 68.85 N31'41'27"E L16 59.32 N38'50'54"E L17 50.46 N77'22'21"E L18 49.60 N88'20'48"E L19 41.14 N25'16'13"E L20 88.46 N45'58'26"E L21 49.98 N47'11'58"E L22 49.12 S89'08'08"E L23 48.09 N82'12'05"E L24 67.13 N85'1O'15"E L25 17.83 N09 -22'59"E L26 57.78 N90 -00'00"E NOT PLATTED / L5 L3 w CB = N24'15'57"W CH = 210.12 �� oti o 5�"=•� -1 5. o \ \ 02 20� ' 11 G o. \ EASTERLY R/W o �j� ��� LINE OF ROLLING HILLS BLVD. 0��� �4 '-'"3 ,c q 1 c J \ O od �5. A = 90'48'49" L = 61.88 R = 39.04 CB = N76'33'51 "W CH = 55.60 �6 LEGEND: BLDG. - DENOTES BUILDING C.B. - DENOTES CHORD BEARING CH - DENOTES CHORD DISTANCE C/L DENOTES CENTERLINE ESMT. - DENOTES EASEMENT L - DENOTES ARC LENGTH L. B. - DENOTES LICENSED BUSINESS O.R.B. - DENOTES OFFICIAL RECORD BOOK P.B. - DENOTES PLAT BOOK PG. - DENOTES PAGE P.S.M. - DENOTES PROFESSIONAL SURVEYOR AND MAPPER R - DENOTES RADIUS R/W - DENOTES RIGHT-OF-WAY RGE. - DENOTES RANGE SEC. - DENOTES SECTION TWP. - DENOTES TOWNSHIP Q• - DENOTES SET '/2" IRON ROD & CAP LB#6723 ® - DENOTES RECOVERED 3/4" I.P. #6226 CONSERVATION EASEMENT PER O.R. BOOK 3763, PG. 129 L11 L9 A PORTION OF GOVERNMENT LOT 2 SECTION 12, TWP. 20 S., RGE. 30 E. 7NCRETE FOUNDATION 17,00 ACRES 0 = 32'44'34" L = 337.17 R = 590.00 CB = S74'24'04"W CH = 332.60 4 4a Ba.a �CDa.om BUILDING #11 / CONCRETE FOUNDATION FINISHED FLOOR ELEVATION = 40.90' 23.'27' W RECOVERED 0 1 i \ i v 393. NOT PLATTED L18 ( Ro. -791 _. • •srn. 0 N N � 50.8.....,_7 ?5. N Z o4.M � 500 rn 2Z W 0 Z� 0 W %r ct 7� 0 44, 0 Ld 5 85. •'3 ' L � o ui 5 :. 4.4 �n 37.28' 108.27' RECOVERED 2" IRON PIPE POINT OF COMMENCEMENT �� N.E. COR. OF THE S.W. 1/4 W SEC. 12, TWP. 20 S., RGE. 30 E. POINT OF BEGINNING ( N � n W O L25 IL26 - Z LEGAL DESCRIPTION: ( PREPARED BY LOCHRANE, EXHIBIT "A" OF THE TITLE COMMITMENT ) 223 _ 224 f- 40.00' COMMITMENT ) L22 40' DRAINAGE CANAL I EASEMENT PER. A PORTION OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 20 SOUTH, RANGE O.R.B. 370, PG. 570 - - 30 EAST, SEMINOLE COUNTY, FLORIDA BEING A PORTION OF GOVERNMENT LOT 2 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 12, THENCE RUN S00°54'12"W ALONG THE EAST LINE OF SAID QUARTER - SECTION, A DISTANCE OF 287.24 FEET FOR A POINT OF BEGINNING; THENCE CONTINUING 75' DRAINAGE CANAL ALONG SAID EAST LINE RUN S00°54'12"W A DISTANCE OF 984.85 FEET TO THE NORTHERLY EASEMENT PER RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD; THENCE DEPARTING EAST LINE OF 41L'I O.R.B. 370 PG. 570 THE SOUTHWEST QUARTER RUN N89213'39"W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 75.00 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, RUN N00°54'12"E A DISTANCE OF 280.60 FEET; THENCE RUN N88°47'00"W, A DISTANCE OF 280.00 FEET; THENCE RUN S01'13'26"W, A DISTANCE OF 282.95 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD; THENCE RUN N89°13'39"W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 243.67 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 590.00 a a3 a 1 �Q FEET, A CHORD BEARING OF S74°24'04"W AND A CHORD DISTANCE OF 332.60 FEET; �W THENCE RUN SOUTHEASTERLY ALONG SAID CURVE AND ALONG SAID NORTHERLY WM RIGHT-OF-WAY LINE A DISTANCE OF 337.17 FEET TO A POINT OF REVERSE CURVATURE OF W A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 39.04 FEET. A CHORD BEARING OF AE F D F{/LOOR ELEVATION 35.95' CONCRETE FOUNDATION 1EN oa N76033'51"W AND A CHORD DISTANCE OF 55.60 FEET, BEING THE EASTERLY RIGHT -OF- = o cn � w W OWAY OF;: ROLLING HILLS BOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 3731, Mn PAGE 1104; THENCE RUN WESTERLY AND NORTHWESTERLY ALONG SAID CURVE AND WIL SAID RIGHT-OF-WAY A DISTANCE OF 61.88 FEET TO A POINT OF TANGENCY; THENCE RUN N J 22.7J=e 3+N cn + N 11 4 7S.12' --► 0 Ji....../:QX, aa".A 302 JJ N31°09'27"W ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 378.70 FEET TO 18.8 1a.a4.8�•'-`-'•�" I ZN A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY WITH A RADIUS OF a V) 0 875.54 FEET, A CHORD BEARING OF N24015'57"W AND A CHORD DISTANCE OF 210.12 FEET; W C) THENCE RUN NORTHWESTERLY ALONG SAID CURVE AND ALONG SAID EASTERLY RIGHT - U u OF -WAY LINE, A DISTANCE OF 210.63 FEET TO A POINT ON SAID CURVE; THENCE 0 DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE RUN S84'57'54"E, A DISTANCE OF 6.42 � M 75.00' �.-- FEET; THENCE RUN N80°18'30"E, A DISTANCE OF 52.03 FEET; THENCE RUN N82°14'13"E, A DISTANCE OF 84.60 FEET; THENCE RUN N68'49'17"E, A DISTANCE OF 41.43 FEET; THENCE 1 RUN N81°02'07"E, A DISTANCE OF 57.67 FEET; THENCE RUN N70'01'05"E, A DISTANCE OF 71.43 FEET; THENCE RUN N80'40'38"E, A DISTANCE OF 41.78 FEET; THENCE RUN 00 N66'42'49"E, A DISTANCE OF 57.46 FEET; THENCE RUN S89°15'47"E, A DISTANCE OF 39.34 I 4 FEET;' THENCE RUN N69°46'42"E, A DISTANCE OF 102.66 FEET; THENCE RUN N87°08'54"E, A d 1 0) DISTANCE OF 74.29 FEET; THENCE RUN N66'58'27"E, A DISTANCE OF 68.18 FEET; THENCE 1.87 RUN N48°17'07"E, A DISTANCE OF 83.03 FEET; THENCE RUN N31'49'58"E, A DISTANCE OF 47.88 FEET; THENCE RUN N31'36'55"E, A DISTANCE OF 68.85 FEET; THENCE RUN N38'52'13"E, A DISTANCE OF 59.32 FEET; THENCE RUN N77°25'49"E, A DISTANCE OF 50.45 DP•t�o 151.77'1 FEET; THENCE RUN N88'17'12"E, A DISTANCE OF 49.60 FEET; THENCE RUN N25°16'13"E, A 3a2 1 DISTANCE OF 41.14 FEET; THENCE RUN N45'58'26"E, A DISTANCE OF 88.46 FEET; THENCE RUN N47°11'58"E, A DISTANCE OF 49.98 FEET; THENCE RUN S89°08'08"E, A DISTANCE OF &9 1 49.12 FEET; THENCE RUN N82°12'05"E, A DISTANCE OF 48.09 FEET; THENCE RUN N85"10'15"E, A DISTANCE OF 67.13 FEET; THENCE RUN N09'22'59"E, A DISTANCE OF 17.83 d. I FEET; THENCE RUN N90°00'00"E, A DISTANCE OF 57.78 FEET TO THE POINT OF BEGINNING. 0 s• i LW-- CONTAINS 17.00 ACRES, MORE OR LESS. T3 7 el. I o SURVEYOR'S NOTES: 3.7 o , a.3 _v.I O BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE SOUTHWEST QUARTER OF F= m 150.25' Z SECTION 12, TOWNSHIP 20 SOUTH, RANGE 30 EAST, AS BEING S00°54'12"W. (BASED ON HISTORIC �._ 0 u s_ 1 tq INFORMATION PROVIDED BY CLIENT.) pZ •'4 �° I , o H ¢ 7� 1 THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND/OR PRIVATE AGREEMENTS NOT a> FURNISHED TO THIS SURVEYOR OR SHOWN ON THIS BOUNDARY SURVEY THAT MAY AFFECT 0 w W 1 PROPERTY RIGHTS AND/OR LAND USE RIGHTS OF THE SUBJECT PROPERTY. 0 4 '7:� I THIS SURVEY WAS ,PERFORMED WITH THE BENEFIT OF AN INSURANCE TITLE COMMITMENT, I PREPARED BY FIRST AMERICAN TITLE, COMMITMENT_ NUMBER FA -CC -01.02475, EFFECTIVE DATE w L T 439 7 I APRIL 10, 42001 AT 4:00 P.M., EASEMENTS LISTED IN SCHEDULE "B" - SECTION 2 THEREOF ARE I SHOWN HEREON OR REFERRED TO BELOW. (PER, LOCHRANE A.L,T.A. / A.C.S.M. LAND 'TITLE' m 57 150.26' - SURVEY,'PROJECT NUMBER 00096.10, DATED 10/24/00.) 4.3 00 1 m 3aI 75' DRAINAGE CANAL 1. ITEM 1O; A 70' UTILITY EASEMENT LYING WITHIN THE R/W OF ROLLING HILLS BOULEVARD EASEMENT PER ADJACENT TO THE WEST LINE OF THE SUBJECT PROPERTY AND AN 80' UTILITY EASEMENT LYING ?7. 13.7a 2,N _- _I D.R.B. 370 PG. 570 WITHIN THE R/W OF AMERICANA BOULEVARD, AS RECORDED IN O.R. BOOK 1170, PG. 628, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. N 2. ITEM 11; THE .CONSERVATION EASEMENT RECORDED IN O.R. BOOK 3763, PAGE 129, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, DESCRIBES A PARCEL OF LAND NORTH OF THE CO I d SUBJECT PROPERTY. � O � aMo 9" RECOVERED HUB & TACK 1 m 0 THE ZONII'IG CLASSIFICATION FOR THIS PROPERTY IS: CITY OF SANFORD, SEMINOLE COUNTY. / MR -3, MULTI -FAMILY RESIDENTIAL. THE BUILDING SETBACKS ARE AS FOLLOWS: SUBJECT TO i Y V SEMINOLE. COUNTY PLANNING AND ZONING DEPARTMENT. LAKE MARY BLVD. R/W 70', ROLLING W HILLS BLD. 40', AND JURISDICTIONAL LINE 25'. N 88'47'00" W 280.00 - e 82.69' 82.69' (V i NORTHERLY R/W °J UNE OF LAKE MARY BLVD. RECOVERED HUB N 8913'39" W 243.67 LAKE MARY BOULEVARD (PAVED) 140' R/W PER SEMINOLE COUNTY LAKE MARY BOULEVARD PHASE 3 R/W MAP , CD N No V THERE MAY BE ENVIRONMENTAL ISSUES AND/OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL, STATE OR LOCAL GOVERNMENTS AFFECTING THE SUBJECT PROPERTY _ NOT SHOWN ON THIS SURVEY. g THIS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES LISTED x HEREON AND SHALL NOT BE RELIED UPON BY ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0 (D 't � NOT PLATTED O -W UNDERGROUND UTILITIES AND IMPROVEMENTS WERE NOT LOCATED, UNLESS SHOWN HEREON. N 00 �o ' SUBJECT PROPERTY SHOWN HEREON LIES IN (3) ZONES: ZONE "X", "AREAS DETERMINED TO BE OUTSIDE 500 - YEAR FLOOD PLAIN"; FLOOD AREA ZONE "X", "AREAS OF 500 - YEAR FLOOD; O� AREAS OF 100 - YEAR FLOOD WITH AVERAGE DEPTHS OF 1 FOOT OR WITH DRAINAGE AREAS W O LESS THAN ONE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 - YEAR FLOOD; AND FLOOD M to HAZARD.AREA ZONE "AE", BASE FLOOD ELEVATIONS DETERMINED BY SCALED INTERPRETATION, POND 3 0� ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, PER SEMINOLE COUNTY w zN COMMUNITY PANEL NUMBER 12117 C 0045 E, DATED APRIL 17, 1995. LAKE MARY BOULEVARD " N V)i 0 ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY, BENCHMARK NUMBER 4143001, PHASE 3 R/W MAP Wo ELEVATION BEING 32 560' Ln � VJ 0 0 o Z z CERTIFICATION OF SURVEYOR: � I HEREBY CERTIFY TO HOUSING FINANCE AUTHORITY OF ORANGE COUNTY, NABORS, GIBLIN & FEET NICKERSON, P.A., CHARLESCLUB PARTNERS, LTD., CED CAPITAL HOLDINGS 2000 X, L.L.C., BROAD Q AND CASSEL,- KEY INVESTMENT FUND LIMITED PARTNERSHIP XII, SQUIRES, SANDERS & DEMPSEY, FIELD BY: L.L.C., AMSOUTH BANK, FOLEY & LARDNER, CONSTRUCTION ANALYSIS SYSTEMS, INC„ SELTZER W MANAGEMENT GROUP, INC., FANNIE MAE, ARENT, FOX, KINTER, PLOTKIN & KAHN, ARCS 7500' COMMERCIAL MORTGAGE COMPANY L.P., BROWN, RAYSMAN, MILLSTEIN, FELDER & STEINER, CHASE R/W- . MANHATTAN TRUST COMPANY, PECK, SHAFFER & WILLIAMS, L.L.P., GREENBERG, TAURIG, P.A., N 89'13'39" W FIRST AMERICAN TITLE INSURANCE COMPANY, WILLIAM R. HOUGH & COMPANY AND BRYANT MILLER & OLIVE THAT THE SURVEY PREPARED BY ME ENTITLED ALTA ./,,AGSM ` LAND TITLE SURVEY WAS ACTUALLY MADE UPON THE GROUND AND THAT IT AND THE INFORMATION, COURSES AND g DISTANCES SHOWN THEREON ARE CORRECT; THAT THE TITLELINES' AND LINES OF ACTUAL 0 POSSESSION ARE THE SAME; THAT THE SIZE, LOCATION AND .TYPE OF BUILDINGS AND Z IMPROVEMENTS ARE AS SHOWN AND ALL ARE WITHIN THE BOUNDARY LINES OF THE PROPERTY; V) THAT THERE ARE NO VIOLATIONS OF ZONING ORDINANCES, . RESTRICTIONS OR OTHER RULES AND REGULATIONS WITH REFERENCE TO THE LOCATION OF SAID BUILDINGS AND IMPROVEMENTS; THAT - - - THERE ARE NO EASEMENTS, ENCROACHMENTS OR USE AFFECTING THIS PROPERTY APPEARING O (n FROM A'CAREFUL PHYSICAL INSPECTION OF THE SAME, OTHER THAN THOSE SHOWN AND 0 -0_j DEPICTED THEREON; THAT ALL UTILITY SERVICES REQUIRED FOR THE OPERATIONS OF THE ®o PREMISES EITHER ENTER THE PREMISES THROUGH ADJOINING PUBLIC STREETS, OR THE SURVEY 3 SHOWS THE POINT OF ENTRY AND LOCATION OF ANY UTILITIES WHICH PASS THROUGH OR ARE N LOCATED ON ADJOINING PRIVATE LAND; THAT THE SURVEY SHOWS THE LOCATION AND DIRECTION NIS OF ALL STORM DRAINAGE SYSTEMS FOR THE COLLECTION AND DISPOSAL OF ALL ROOF AND M o SURFACE DRAINAGE; THAT ANY DISCHARGE INTO STREAMS, RIVERS OR OTHER CONVEYANCE z SYSTEM IS SHOWN ON THE SURVEY; AND THAT THE PARCELS DESCRIBED HEREON DO NOT LIE V) WITHIN FLOOD HAZARD AREAS IN ACCORDANCE WITH THE DOCUMENT ENTITLED IN DEPARTMENT OF S.E. COR,, GOVT LOT 2 HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION - SPECIAL FLOOD F HAZARD AREA MAPS. THIS SURVEY IS MADE IN ACCORDANCE WITH THE MINIMUM STANDARD S.E. COR, S.W. 1/4 DETAIL REQUIREMENTS FOR LAND TITLE SURVEYS JOINTLY ESTABLISHED AND ADOPTED BY ALTA SEC. 12, TWP. 20 S RGE, 39 E AND ACSM. DATE: NOVEMBER 27, 2001 0 JAMES L. RICKMAN P.S.M. # 5633 JOB # VJ Z 11/27/01 EL � 0 Q '- FEET Z Q � cV FIELD BY: w W P�-i C) 0 CHECKED BY: o W O O I - ZZ J Z V) F c) Q / 0 Z Q V) t' - M O (n F 0 -0_j LL ®o z �-- V C, U ® W J Oz z 0 Z Z 0 F LLI W -J tV r z 0 U (W JOB # 1n w Z 11/27/01 EL SCALE: 0 Q '- FEET Q0� JLR � cV FIELD BY: oma`' MK, KH P�-i C) 0 CHECKED BY: JLR W O O I - ZZ J Z V) F c) 0 0 w LL JOB # 21242 DATE: 11/27/01 SCALE: 1" = 60 FEET CALC BY: JLR FIELD BY: MC, MK, KH DRAWN BY: JPC CHECKED BY: JLR SHEET 1 OF 1 FIN GRADE PER SITE/CIVIL DUGS. w/ MAXIMUM OF 4:1 SLOPE BACKFILL, TYP. CONT. IN FUL 12" GMU RE NF..@w �H O.C., TYP. = r I= GRODUTEDS BOND BEAM LY X - - o = 0(o VERT. IN SOLID GROUTED d CELL Q 32" O.C., TYP. r� _ - FIN. GRADE PER - SITE/CIVIL DIUGS. = a = a DOWELS TO MATCH VERT. REINF. �=111=III=III=I I II = = w/ STD. HOOK Q BOTTOM, TYP. I=1 I I=1 11=III—III =- 2'-4" =1 11=1 11=1 11= - a °- " - =iTi=i - - S - #4 CONT, ad d. gA 0 a a d 4 0 � ° 4 41-011 3" CLR. U PROJECT NO.: DRAWN BY.• CHECKED BY - DATE: Oro Q IS" O.C. RETAINING WALL SECTION SCALE: 3/4" = I' -m" PROJECT.• #01157 Charleston Club Apartments 0 TL Seminole County, Florida 07-11-01 ALG R.L. PLOWFIELD & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 01 1035 1035 South Semoran Blvd. Suite #1019, Winter Park, Florida 32792 06/29/01 Phone: (407) 657-6657 Fax: (407) 657-8480 e-mail: contact@plowfieldandassociates.com Y m WEEP HOLES PER GIVIL/51TE DWG5., TYP. CONT. I":c4" KEYWAY OR ROUGHEN TO '44" AMPLITUDE, TYP. FIN. GRADE/B.O. POND VARIES, SEE CIVIL/SITE DW35., TYP. E U "EVERLASTIC" DUMBBELL TYPE WATER5TOP, TYP. 1 5K=02 POOL DECK BY OTHERS, TYP. T.O. POOL DECK If EL. 39'-0" 2 05 BARS CCNT. w/ CORNER ' BARS IN FULLY GROUTED CONT. BOND BEAM, TYP. 06 VERT. IN SOLID GROUTED CELL 32" O.C. w/ 57D. HOOK TOP TURNED ALONG WALL AXIS, TYP. WATERPROOFING PER - CIVIL/SITE DWGS, TYP. Q PROVIDE SMOOTH TROWELL FINISH w/ 2 LAYERS OF BLDG. PAPER • TOP OF CMU WALL TO SEPARATE x d POOL DECK FROM WALL, TYP. E CIA i0 t 12" CMU w/ HORIZ REINF. -- N a 16" O.C., TYP. LU d go } PROVIDE FULL BEDDING— Ist COARSE, TYP. Y m WEEP HOLES PER GIVIL/51TE DWG5., TYP. CONT. I":c4" KEYWAY OR ROUGHEN TO '44" AMPLITUDE, TYP. FIN. GRADE/B.O. POND VARIES, SEE CIVIL/SITE DW35., TYP. E U "EVERLASTIC" DUMBBELL TYPE WATER5TOP, TYP. 1 5K=02 POOL DECK BY OTHERS, TYP. T.O. POOL DECK If EL. 39'-0" 2 05 BARS CCNT. w/ CORNER ' BARS IN FULLY GROUTED CONT. BOND BEAM, TYP. 06 VERT. IN SOLID GROUTED CELL 32" O.C. w/ 57D. HOOK TOP TURNED ALONG WALL AXIS, TYP. WATERPROOFING PER - CIVIL/SITE DWGS, TYP. Q d w CIA da a 2" CLR d "I'-0" a ' a d go OL B.U. MASONRY EL. 33'-10" 04 s 12" O.C. HORIZ. WALL REINF, TYP. 5 VERT. + 10" O.C. HOOK INTO BOTTOM OF SLAB AS 5HOlLN._ PROVIDE SINGLE BAR, TY?-. u �— DRAIN PER CIVIL/SITE DWGS., TYP. 05 • 12" O.C. TRANSVERSE REINF. (FND. WIDTH MINUS 6" ), TYP. T.O. FOOTING EL. 28'-0" a r 9 d v " d , ? 6-05 BARS CONT. BOTTOM, TYP. 04 BAR DIAGONAL • 12" O.C. 9" LI TO AGN w/ VERT. WALL y REINF, TYP. 4BFs 9 REtAININCi WALL SECTION lc� POOH SCALE: I/2" = V-0" PROJECT: , PROJECTNO.: #01157 Charleston Club Apartments DRAWNBY.• RCS Seminole County, Florida CHECKED BY. RCS' R. , PI OWF1F1 D & ASSOCI ATES-, CONSUt.._TING•.STFiUCTUFiAL ENGINEERS � �� �� 1035 South Semoran Blvd. Suite #1019, Winter Park Florida 32792 DATE: 08/09/01 Phone: (407) 657-6657 Faf.: (407) 657-8480 c -mail: contact cr✓r plowficldandassociatos.tom , 373 MAIN iv'r' TAKEBACK CALCULATIONS TOTAL ACREAGE: 16.997 AC. * IRRIGATED ACREAGE: 4.95 AC. '$ POTABLE WATER USAGE (G.P.D.) 162,000 (G.P.D.)t ,, .\r►,ad i -. �aw,,va«,rafraaaraa ♦ � ti n.,,-=..:�..,....,.�i� z ,�XA� * RECLAIMED WATER USAGE (G.P.D.) 17,922 (G.P.D.) I WASTEWATER GENERATION (G.P.D.) 65,600 (G.P.D.) I , A , 100 YR COMPENSATING" e;��' Ir►° � � I , STORAGE POND,1T,` � r RECLAIMED WATER USAGE (G.P.D.)- SCALE.1 °- 60 ' RETAINING WALL � ., , i I ': 0 3HEPADS) (AVGEAGDPM) (6 MIN l N0. OF \ ♦ 1 Z C ER ZONE / \ FLOW / \ WEEK / C ZONES) o 60 120 DRY POND 7 DAYS / PER WEEK) 100 YR FLOOD ELEV 30' HEADS PER ZONE 54�II I� ® Iz 1.21 WETLAND AVG. GPM HEAD FLOW 3a2 I 1 0 MINUTES PER WEEK: 60 �.' , 231 I I 91 I ! Z PRESERVATION TOTAL ZONES IN SYSTEM: 32 �; ,;:`..a` 5' DAYS PER WEEK: 7 AREAW�a"°°«• �• 1 CALCULATED BY FOSTER-CONANT �� �� - BUILDING PROTTOOD"TYPE "F" FOOTPRINT I =1 THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER 3fd.FLR, (A B Q A) �s` - -- (D B BD) 4 ♦ ) is Z DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT 1st.FLR.(D B B Dt ! AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. A FULLY AUTOMATIC IRRIGATION SYSTEM UTILIZING RECLAIMED w \4 WATER, SHALL BE INSTALLED BY THE DEVELOPER SO AS TO.,� v. �c 5 I I ! I r Z PROVIDE TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING e�\ot(eE'F"TI d I A W HEDGES, TREES, AND GRASSED AREAS FOR THE RETAINING WALL �® eRFo4�e�\Nge a .>> y T 10 r ' Li PROPOSED DEVELOPMENT. ( �iaFFR�oego� ® )° q, 751: 10 IANA 'EASE ENTJ: - ---•- -- :y I I I o LL ZONING:MR-3 1 u.o+ FUTURE LAND USE: HDR/RP \\o'` --'' I.1�,, 10 / / /-/- 7 3n 33�" 4 10 a, 2�- 7 rs,<�t . R r WETLAND LIMITS . `,. .r Vii& Y FLAGGED BY BDA, INC. \\ s r°«� :3�, ON 01-23-01. 6 CONC SIDEWALK (TYP) �,- «,r« ® /-� SJRWMD APPROVAL PENDING ; � �\ I ° �'�, I I. r :,' 5 /' ±�"�� (���3; �°e�FpO�e�peegPc� �a «t4aaarara,raa ■ora ® ' ffi & �4aFER�CBeCIFIT I 3® il 10 /-'" 10 9° 8\ 9 - \ s ' 10 I r J (Nj g PaS « m 33 z+ 1 9, 3 w� «Y�« �,,.d � s' t,��Y � / - - � a a' ; :M,✓' \ i'0.S ¢Y•".`, ; i . S i't..i+hRf' I I .' µ� P �� 10 RETAINING WALL 10 (g `S'T MAI •• 3>.°i^ 14 RIH F-LEV- 3i.' is s� 3s3. 35' I ` , g , <�Kx zy'.T7IT3 2ROdZ R\N� sXW1 ELEV=c„ 0 g 1 \y 3 1 1( oat" to • O g Di"o'kgw,,2,END 5' t+ 22.RETAINING WALL gs zI lo =` r V. ( SIDEWALK`1 / :` w 2� \5• 8 10 mmm I 10 II j 0 d/� � s'.��,' �.:,� a.r�,L..; x.''0,21 'q°e ~stat :, •a \ �. . �+ Td`e b,,,,y> 0°.kq ._ } .i.,. \` oEo°-�eEi\NB g PC { ,,.. :, ,:�• .x @,C •' NG �G` ' m�' 14' O.,1 I ' 1 I YI,C1 I ' 5 a v , I F\g C y sem° c^ sta BUILD NG LTJ � � � s �' \ � 9 g � 1 .� "" eRD�pSYPF:NF 4 • '� WIN � \ � � I � / \ 2�a•F�F{.l ii ,�T: z FO g g P �' r111__ }, 7 \ \S\ / 2n F�� ��c g g c \ W y... `'., 9 W ,tip •sz3 ETBACK r 8 d�F�\ TOT L T �' \ F�''�I I; I c 24410 o I: 40' BUILDING �S�TBAC 3 \ 6 66 '` \ 4 / -' " 10 �a �a �\� „+•3 i ; ° i4 • ` I I 11 y b Li ."2'_ / c . x.,,•. ,._.. D 3 ✓p� A G'j 7 / .tt3 .. Z° ��'4y ''� � ,.11 � � .w,t'-i: 9 `�, �'}' y �e I a � � � 1 srom m/1 4; . %%� a�W e. 25,� t \ 10 �` _ z • fi"'a. / F. ' t � COMPACTOR WITH ENCLOS \ r, > - - -s ,a - �' I I I 1 �\ P ° t,� AND OPAQUE GATES. ; °� N `' 1 ® - 5 - - i - ' Ari 0 ,�� ° Tj CLUBHOUSE �\ .,,.n.....,.,...... ..®.. �. SEE ARCHITECTURAL Pll$ u \� , FOR DETAILS. `,� �'i' \ � „r �.. I � + IVivNV =,'a! r \� \ , y Z 10 I Glx L=g� 3sttPTO�(iR WASH FACILITY AND q ' \ \ i.1.4 nt Yr.:.�-9. H MAINTENANCE _ BUILDINZONING:MR-3 9 �19, , .-H..VOLE LOCAWN (TYP)FUTURE LIG r #■ HDR � 1 � ''w A'wr °y�'�..5' , \ � � �:, �' °j � LAND USE \� ;\ �. 3�� �` j'+v� '� \ � \ 39. LOGAN HEIGHTS APTS.'= t >° \ 3 \ °� / fy� �o �� 20 BUILDING SETBACKS w: "jY far"' `mow. \.,'. i �*. • , � f' , ' ' '.,,.. sw! , "'. '�.i",. aulm - m `` =!• r �"�^,1 , PROPOSED iy�ov .� I II �s 14 CONSTRUCTION 1w � ENTRANCE t x GATE ° ° 18 ��. iN a- _ l I , \N �s g `� q. -. POCKE ' 1I {¢1+ ad BUILDING 11 °yam) fid° I Ix + =O N I N G MRA °�3{ 3 r 1 TIE INTO EXISTING sa 5 @ ,'� 1 7� I Ft: - 1g 31' BUILDING "c , Adz PROTOTYPE ..F..s g 1= , y . 0 i.,,� 'IF ,• ;. SAN GRAVITY MANHOLE ;1 '` w \ Stir' zd.. ` PROTOTYP 12 , ¢a, ° s3°' FOOTPRINT W I_ FUTURE LANDE�DR rN�A 4 I. Ys u L. (9 �ww �;.- _� \ o WIN sly' f R(N C �� 3 z„ 3rd. F' l A B B A) ° � _ '• �i t 9` T ��z' � r % � ' I 1 #+- " r .0t + , ° F \ d OTP T z :•a 2'. 2W FLR. ( D B B D) ! 3 ' I 1 t 1� RVA i�l GI .,� ..; .L ,3,i �� l ,.\ S r Yt +.?,a� a° E.b.b �T7 �.* 37 I a '''W' �� 2 R (A @ B a) ° `,. ist. FLR. (D B B D)- ° - °_ ` `° LAKE MARY BOULEVARD DETENTI <+ ,OND 1 4111 INV t v - § „' w ;i '�44.\ ( R B 10 _ 1 1S r M5 INV tFL SVa 4"1.1 2 s✓' \i t, \o > •� � \ � " , i� $ f 3. � "° f A)a(PLR. (C 8 C) °�' s �' q sw IAI'! I `'t4= u. i. \ T w , Y N I� c A 6.3 D B C) : r° � �J I C3,; l '° B� �y ='R �� ,' �ayy11 ? 7 `� . P1SIY ° +3'9 w1-41-7 ' 'p 'Y,,i ytx- 4, d J S �...,,.Pr> ,'� 'a. � � '� v^ x � r4"`3ay}• �b Irl Y EXISTING \ ! h _ IT - - - - - -ul - - - - -' -- 8 � Il CITY OF SANFORD '`°k >. `° ! a� \ 5 - - - 10 10 6 U8_ LIFT STATION I ¢�' 1 \\ i - - �.s. r ° j sy 1 10 -N,I -.r I . \ / -�` 10 yew _..%�° i., - S4iEd §SAF& +3 I , ®� - ® - - - - - r„^y. , r 1, I j -- a--------------- „ TIIL.3 a`<7T3 \ - - _ - ,-- t j Cl); # I 30 HIGH INTENSITY , *d . 1 r STOP SIGN (TYP)' ¢4�''- 1y2 ``(drt t' ' 1 S?.trr"t d33 3' 1`�.: F �3 � I RIM E EV '� ' ' A \t \\4 t � - 9 gL ". 24" WHITE to INV T l;r 04, __ -- -- - --------------- - 1 t(�;a �.� �+�� c�aG s :>s \ - _--- - ------ ------ Tali INV ELE# - �£ WE ¢ 61/ STOP BAR (TYP) � ( a, a«®.. -a..®.. .a®..®...r.. a..aa,..ra.®«.® Jnr 5 7 \ _ 15x1 �Yr�`� 5 ` � / «•aa aw m�«.ra«m ,», �,.t��♦.e.A aaaaora a' �`.+-�t +; T■ 4yd'Ii'&i2' „ i+• 3:.'s'" c `\ ,' 6 'k - 8 « as a...�Y "•.• "•`",° +as i Jf" a.®7.ra. `�i�e`tir(fm/areYY. i!®1 a.sa«®..m.a®IamAR ®mafiarz ammo! CROSS WALK ; ' tea. °: \; /' •«''«« -'� __ -_ __-_ -- _-__-=____- -- ~\ 10'x 12' CITY SERVICES EASEMENT « \ \ \ >< � r.- , � .� ««® 100% ® W.,�_______-- .,. r . R (• I ' AROUND BACK FLOW \� 5 - ,i , �s, � v .,. 1 ydi. « , !! .•>-" ,a,., ,..4.- _. � n �,� ..,., .ry`: ......�."' _ � .-..,-._ m _ - - ;;� `::� ,,,„M, (t2k�: r it! �n T i €SIL � PREVENTER a � � ..� „� � ,,..' yam, � f , ®« ,,, w• <. � , • --~ - - w. - -. ...-.-v .,.... _...._ - - � - .,� �:.,>--•- ' PROPOSED 5' SIDEWALK 3 +g �\ 1/�/1Y ����5 +ooa._-s - 1--1---L---------1-'+� -- --- --L-15L �-_ ry� 59 0 6o p" s 158+0 3., v L rc_ ,a .- 0 -y 'y ^� ,41. �i :,,�♦,� �;` , ,,a'" °z" -too y ^• � ,,, ,. ,,.,...,e .. _ - - = - = = - - - r Yom. ,s x�4£..la.Ad i^` � 7.`r'��^..t�.0«ts,,4',tF",.....r ....Y..0 '�� °;\���'�1i; A;- ,+i •� .s`�li•=� > �-r'`"����.' ",,,.-,..,« = ��==_---_- • --------- =. --_-=-a--s = CURRENT ZONINGMR-3EXISTINGCITY y/ OF SANFORD 4 �\\ _==-= �3st-_ - •``- ....-..w..w.... (TO BE REZONED) _e ------ ---------- _�u _ 10 WATER MAIN �� 3, y �� --__----------------__-___ -- St w �. �1 $ , /-,.4�./'.?'s i1 1�`L // ,.. oii .r•" �,�G��_ --- ------ ---- ---- __-- -- '-- --q + 7$ I {- - - _ -__ - ------------------------------- ---- --- - ----- _- i.� .,..,.,�._ a a r . ■ ti a a aa,oa a ® ■ ®a:!l Via, a ■.. aa. ~•...,......".s. - - - - - - - - - ,..,.., .^..,.'<al�tllll.FJ9�.a.4.�!ya.a.�lAA�z�tiz�r,Xt.ria�[rr� >, ..,.." - _ °"b t , t i ..,.,�,,..- - - � �... .,._ _W> � 9'- FUTURE LAND USE • GC ' � ', --. �� n�.���. ataaaaa.aa ®ae�■ r z Vii..: - y.,i.« s �.3 3•`�4�."� r., €. � P e�l•� i�4 6 r o ar ELC-V- 2%G3` psi' 15' CITY SERVICES EASEMENT 5' SIDEWALK TO BE CONSTRUCTED % f ,,ii %�/, ' f% a®r 75'BUILDING SETBACK STS Cs_ ra $t_E'a= :7 I T �i ;.jy r�, to y/' �',�' ;«®' BY SEMINOLE COUNTY AT TIME OF TCP EA_Fd 32 ' ° p 4�� .. w � LAKE MARY BOULEVARD EXPANSION. . . « 9 C INV b� r•,a„ E 8 2. tea. Y�',� STOP SIGN AND STOP BAR I's -..H, LAKE MARY BLVD. EXPANSION / i i � ,^•" / id 111 , ,,,:..° �/ / / ,�P PHASE 3 LEGAL DESCRIPTION: PROPOSED 10" FORCE MAIN '�® e�' , �' , - �.����!„ PROPOSED SIGN Z 0 N I N G S R - 2 ,�'%�� SEC 12 TWP 20S ROE 30E BEG 1988.57 FT S OF N 1/4 COR RUN S 1939.29 FT TO NLY 'R/W LAKE MARY BLVD. LAKE MARY BLVD. EXPANSION o �� ���� ''� „" �' FUTURE LAND USE: L D R M H W 75 FT N 280.60 FT N 88 DEG 47 MIN W 280 FT S 01 DEC 13 MIN 26 SEC W 282.95 FT TO NLY R/W LAKE PHASE 3�r %%' r" MARY BLVD WLY ALONG NLY R/W TO ELY R/W ROLLING HILLS BLVD NL ALONG ELY R/W 1761,10 FT PROPOSED 16" WATER MAIN'' ,, `' ,%� PROPOSED LOCATION OF S 74 DEG 09 MIN 32 SEC E 455.06 FT N 15 DEC 50 MIN 20 SEC E 471.05 FT NLY ALONG CURVE 322.68 FT N 01 ' WET TAP INTO EXISTING DEG 31 MIN 11 SEC E 101.53 FT W 455.03 FT TO ELY R/W N 01 DEG 21 MIN 11 SEC E 60 FT E 295 FT N 01 10" WM WITH 8" WM DEG 31 MIN 11 SEC E 486.79 FT S 30 DEG 23 MIN 11 SEC E 56.53 FT S 52 DEG 07 MIN 53 SEC E 484.69 FT S 28 DEG 28 MIN 07 SEC E 375.60 FT S 35 DEC 48 MIN 57 SEC E 229,23 FT TO BEG LAKE MARY BLVD. EXPANSION PHASE 3 PROPOSED 325'LEFT TURN LANE NO. REVISION DATE 1 1 ISSUED FOR CONSTRUCTION 06-04-01 SITE DATA 1. TAX PARCEL ID NUMBER 12-20-30-300-012T-0000 2. CURRENT ZONING MR -3 3. PROPOSED USE MULTI FAMILY RESIDENTIAL 4. SITE AREA 16.997 AC. 5. NET DEVELOPABLE AREA 16.997 AC. 6. TOTAL DWELLING UNITS 288 7. GROSS DENSITY 16.94 D.U./AC.-288 D.U./16.997 AC. 8. NET DENSITY 16.94 D.U./AC. 9. ALLOWABLE DENSITY 20 UNITS/ACRE 10. MAXIMUM BUILDING COVERAGE MAX. BLDG. HEIGHT 35' MIN. LIVING AREA 700 S.F. 11. BUILDING SEPARATION: BETWEEN SIDES OF BUILDINGS 22' BETWEEN SIDES AND REARS OF ADJACENT BUILDINGS 22' BETWEEN FRONTS AND SIDES OF BUILDINGS 22' BETWEEN REAR AND REAR OF BUILDING 31' 12. BUILDING SETBACKS: FRONT YARD: 30' SIDE AND REAR YARD: 20' 13. OPEN SPACE: REQUIRED: 30% (5.09 AC.) PROVIDED: 41.33% (7.14 AC.) 14. ADDITIONAL BUILDING SETBACKS: LAKE MARY BLVD R.O.W. 70' ROLLING HILLS BLVD R.O.W. 40' JURISDICTIONAL LINE 25' 15. WATER, WASTEWATER, ROADS, AND ALL OTHER SITE AMMENITIES TO BE OWNED AND OPERATED BY CHARLESTON CLUB PARTNERS, LTD. 16. WATER REQUIREMENTS: 288 UNITS x 2.5 PEOPLE PER UNIT - 720 TOTAL POPULATION PER CAPITA AVG. DAILY WATER DEMAND - 100 GPD PER CAPITA TOTAL AVG DAILY WATETR DEMAND - 72,000 GPD MAX. DAILY FACTOR - 2.25 TOTAL MAX. DAILY WATER DEMAND - 162,000 GPD 17. SEWER REQUIREMENTS: PER CAPITA FLOW - 100 GPD PER BEDROOM AVERAGE DAILY FLOW 56 (1 BEDROOM) x 100 - 5,600 GPD 144 (2 BEDROOM) x 100 - 14,400 GPD 40 (3 BEDROOM) x 100 - 4,000 GPD 48 (4 BEDROOM) x 100 - 4,800 GPD TOTAL - 65,600 GPD OR 45.6 GPM 18. EXISTING SEWER CAPACITY: MAX. OPERATING - 575 GPM CURRENT OPERATING - 235 GPM 19. SEWER CAPACITY - 340 GPM RECLAIMED WATER: RECLAIMED WATER IS NOT AVAILABLE 20. NO EXISTING TREES TO BE UTILIZED ON SITE. 21. CONTRACTOR TO INSTALL TEMPORARY FENCING TO SEPARATE C.O. BUILDINGS FROM THOSE UNDER CONSTRUCTION. SUMMARY OF BEDROOMS PER BUILDING 0 vidd 1BED 2 BED 3 BED 4 BED BUILDING 1 12 12 - - BUILDING 2 4 12 8 - BUILDING 3 4 12 8 - BUILDING 4 4 12 - 8 BUILDING 5 4 12 - 8 BUILDING 6 4 12 - 8 BUILDING 7 4 12 8 - BUILDING 8 4 12 8 - BUILDING 9 4 12 - 8 BUILDING 10 4 12 - 8 BUILDING 11 4 12 - 8 BUILDING 12 4 12 8 - TOTALS 56 144 40 48 PARKING DATA 0- J PARKING REQUIRED (2 SPACES PER UNIT) 0 vidd UNITS SPACES UNIT A 1 BEDROOM, 1 BATH 56 112 UNIT B 2 BEDROOM, 2 BATH 144 288 UNIT C 3 BEDROOM, 2 BATH 40 80 UNIT D 4 BEDROOM, 3 BATH 48 96 TOTAL 288 576 ----------------------- HANDICAP SPACES PER ADA REQUIREMENTS 2/. OF TOTAL SPACES 12 PARKING PROVIDED V) 10'x18' SPACES WITH 2' OVERHANG LdJ ON SIDEWALK (6' INTERNAL SIDEWALKS ABUTTING PARKING) AND/OR IN ADDITION TO REQUIRED BUFFER: 564 HANDICAP SPACES: 12 r z TOTAL 576 O U NO RV PARKING ALLOWED w J O FLOOD ZONE THIS SITE LIES WITHIN THE FLOOD ZONE "X" (WHICH LIES OUTSIDE THE 500 -YEAR FLOOD PLAIN) AND ZONE "AE" (WHICH HAS A FLOOD ELEVATION OF 30 FT) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP PANEL* 12117CO045 E, APRIL 1995 SOILS BASED ON SOIL SURVEY FOR SEMINOLE COUNTY, THIS SITE IS PREDOMINATELY COMPRISED OF POMELLO FINE SANDS (TYPE C). J m � c� w v 0 to O (J O N 0 0 0 m m N CD 0 O W Z w� ¢ Q cor- w 0- z o ul o., n .Q 0- J ui 0 vidd w CT Ld o = Z 0 0 1- DLLV o M 0 V) LdJ ui U r z O U w J O Z w V) 0- U; 0 w CT w o = w 0 0 I EDGE OF SIDEWALK OR FRONT OF CURB ------------ --------- z -.a 61". > 0 6" CURB—,- v) 60 C14 V) __j 60 CONC SIDEWALK T--- 0 71 < F ry Ld 0 04 - 00 n 10, 3'RADIUS-" u TYPICAL PARKING ISLAND TYPICAL PARKING STALL NTS NTS a P�K 10 10 J ITE PLAN WEST % MATCH LINE SEE S J-1 N "r, 0, BUILDING 10 -J, N, V - PROTOTYPE "I'll _�j FOOTPRINT ------ 4- 6'CONC 10 3rd. FLR. ( A B 8 A K 2nd. FLR. ( D B B D SIDEWAL Ist. FLR. D 8 B D (TYP) a I, ol 0-0 1Q t5l ul T. Cc A ULI A U2 - — - — - — - — - — - "Y - — - — - — - — ---- r- 7 0 i2L 8 ARM RAW Im. . A _7 1-40 i laiwamm 0� r_') I I I I _g"'_ r i -_ _ 9 "'x". '1_1 . — " .�' 1 4 , I ti"' Z L 1� lul J T� \R l' I— �" CA c"o IG' K Q� 1�3 4,,�U UIN,", I Aq IL pr -n _t 110 rn jll p X NJ �y ';� 8 r 7� f CT rg A�q N v% f'rl - I -e 00 _-A 10 4 10 jj M rn CPO) I < NO. REVISION DATE 1 ISSUED FOR CONSTRUCTION 06-04-01 0 WETLAND PRESERVAT I DN AREA 4 LIMITS OF EXISTING WETLANDS DRY POND A� RETAINING WALL 100 YR COMPENSATING STORAGE POND fll P0 I�V X1. I 2 8 y3� 'j �' -t ll� . . P, q 5'j 1 J,;l AF Will 7- i 11 �J) I � RINT T T �_lo "0 , YPE G' X A A FLR."('A B B A a a�Ts 4 41,nd. FLR. C B 8 C k x t,��R. C B B C ?U CA q r u j 41 07'co 0 r _A- "M aq yl ­ W X� "(TiYP) 4k� < LIGH E7 Q, N f� �Ml Po 10 N 'N" A - :pl - /" " f 41'. f 51 W < Y ,�? t , Y, L � 41 1 1 010D H&U I U"" I I wg- I "J'/ 3 ',K (TYP v 6'CONC SIDEWAL ----------------- ------- Q Uj X CAR WASH FACILITY AND 9 v"i J WIN" wAm"Wjwr' - - A N I CJE' BUILDING 'l N '!l -A C�5,!J' -P --1.111 m MINTE AN 5- (l jo lo A th V N D ;rZi, lt"P i _L '-=t " Liu �j , 7' LANOSCAPE BUFFER, "Rti, -az L11 L 5 ME, j 9 —L ..... . . U0 'qi '6 �gwf - r 'is g ""M-0 "0' A firl lov fo- I '9 03 t as asiongs towtammit"iri"s ARE a scow* A I WERE 2 mus an asta'som ro-mrs ARE tomms A a mom a 0 m' _2 a a aws a it am a v'xw a a ARE I a ARE Ewa '17 — �'q Z=2 A �gg v i- E_ Ea- d - WAR 'a �z g, all a A all A a m a 2 m a It Ill 4. A, m 4 a m 010 m 1, 4 Awl a A AIR a A In a a m A w am a a All A 0 it A All a a m a a all a A m I&M , X, -;-P Fri & ITI fll _73 Tj 00 P0 X �a z < < 03 _p 0� Fri *'p/ n, < 0 m �$ 0 f"I'l _11-21! to —0 Ld [Oil 0 0� 0 z LLJ C:) 4 LIMITS OF EXISTING WETLANDS DRY POND A� RETAINING WALL 100 YR COMPENSATING STORAGE POND fll P0 I�V X1. I 2 8 y3� 'j �' -t ll� . . P, q 5'j 1 J,;l AF Will 7- i 11 �J) I � RINT T T �_lo "0 , YPE G' X A A FLR."('A B B A a a�Ts 4 41,nd. FLR. C B 8 C k x t,��R. 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(HATCHED AREA) DETAIL 'A' NTS w Y 0 9t 0 N U 0 m m f ¢ of M V�w Z 0 m ir w a o to n. a Q 0 0 Li0 Of LLJ II Lu 0 co I.!- V 0 tF_ VI Ld J LLJ C) z LjL 0 w 0 z w V) f i I I I j:. __. qty #311tWIP�Cti Tilt m ARI_ ; ACCE REVI!<1Y£13 AND CION PRU FOR PERMIT. A PERMIT ISSUrrC) 4 < CONSTRUEpL� THE WOR Al -rO ST A LICENSE 70 PROCEED � CANCEL, ALT�R NOT UR AUTHORITY TO VIOLATE PRUVIStpNS qF r SET ASIpE ANY OF.—ISSUNC HE TcCHNICAL CODS OF TME c-> E OF DA:?T' F A F •`" ?41T PFi[:YR SHALL )rNT 'i t IE BUILDING Tt;• rf F-rt;fi rEOUIRING A CORREC= VIU! ,q'tGi1Vl THE PLANS, CONSTRUCTION S OF TIME COt7ES, City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code, 1997 etl. Standard Mechanical Code 1997 e(j. National Electrical Code 199(3 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Ener,,;. p F, T o - OFFICE COPY