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Home My WebLink About111 Maritime Dr (a)ADDRESS -PHONE # PLUMBING CONTRACTOR Lj PHONE# ELECTRICAL CONTRACTOR ADDRESS PHONE# MECHANICAL CONTRACTOR PHONE# FEE FEE $_ . FEE $ SUBDIVISION: ZONE DATE Onc, PERMIT LOT NO. /* CONTRA OF? (_'d1X_T2j_b(Ltlj C -1-Y 's ADDRES Jkkd, BLOCK: ?K 3 PHONE# Lv / COST $ SECTION: LOCATION SQUARE FEET: FEE $ MODEL: OWNER STATE NO nnni ipAmny rl AAA - ADDRESS -PHONE # PLUMBING CONTRACTOR Lj PHONE# ELECTRICAL CONTRACTOR ADDRESS PHONE# MECHANICAL CONTRACTOR PHONE# FEE FEE $_ . FEE $ LAKE M/ryya dL d ADA 32747 d 9 E(24 AM go �0 V Pe lal EAR' 3 t��s•ao au Selma Rd i0N REQUIRED � i III �j DEVELOPER LOCA70H HAP CANTER13URYNCEPT39 INC9vi P.. �� IAlaaf lalP �0 lamP- �LAKE24 O'L ®RID 32747 >J� 0 OO1I f 9 veAa �P� AP9 0� ��(407) 330-323820 ' v 0 - __ - r I s IAxebase 1 �� RVI 22 0 Z e (�' r _ IriafCasaa 11• 1 1. i7.Jg1....._.. _�_. IIISt _ _ _ (� e� y (� I . r g I C tri g gg� 311. 6 ��1 di ..y �f !1 13 18 8 POP, r j 1 ® lei . 4sQ) Z .20 -0 .2 _ s� v p "' :I 1 4 AOalAB d t_- r-! i -' S® � ® �.ta � r a I ill of � : F:=�n7s1 ENGINEET i i ,rA aaa7Aag _1 t �I z �_ 1~�� O j C T �1 � � c v i aer Air R va naa g �. 5 E c e, Q had0i 1 -�¢ 1 � o Q) `� .�.- 0. m.'. o P� m 1 s rwigL ! P� 1 1 enra r v sc �. y effarAB �_ a pg- t-,' ,�, - 1 DYNAMIC' TESTING ENGINEERIN INS' � � (� WYK a $ � ffi peaaoAa ° 1 ° f tl reaa , ti 1lrarl� .Iiotrlt. ' ! 9 0 .0 1� (. 2 +n E 2 �..a_ wal _.._.� u fp. ,s'•. •�� 97ryy.7p 1 `I~J Otj 2 t8 •. 0 n " 1 e..lraod � 2) C ® 's c U co -- �a as S. VOLTSIA AVENUE ® `�LO raayea A g. to (y 3 �r r ®�, -� v �i ®fllral.. I°n-'�°-. _ F.P. 4 I �� IilIa kip, ORANGE �E CITY9 - FLORIDA 36v1 •ffy g �•� 4% ®.:� t r _ �p6 �� - - - a fi `�' 4 tt3 4311! RA e 8 � aa�. �, , $ —4855 �y 4) P� ® civ saw '' (9 A'tne` RA 1011 m •-_ i= - p) 'N -0. - s.._Irl_ sas /get vasa e a bl td �$ �1� a tel _(� �•... tLe ° 3� °e alae 34r«,wacl I_> - - {�s� dealt 9aora XPi Q 1's ob 'tlY � �! - . � �. or-�. � Imo JYFAIR� %adn 1 ��Bi °ate Inl I t_tvit.n�° isI &1 �.�` lv 3 ® E �1 I + q MEAr)gw!6., ai7ta arca Cd,00 les.. ,� , axle 61g i - �.� (n. m _�iYfltl Labelr - s.- _a)% w. �A- UtijRY I ssah Q cn9aav u8 �` 5 0 � .o 0 (g a Z C d1 Qa»w_. s e. I.ALI3r...: a4.:..s�. ®elAlry. ,. LC _. 1 '6- a 0 a AY nnr� {/r i 11 q $ 1Pi-a ti p� 1. 9dp 94- . r 6�re, rr60 e � 3L ; ® >� b Prbo y'. Oa�A !�'.W,''t. lyrms : �.:. '4. ', .. ,il N I f ark, i,! .fie. GT SUTR �R 19 • :� , ... 9 U t/) (� t.. yI gy •� ,� Zfl 048' 19-' fq tn9p lsz.'s- fF ,, Ik. -T7 ft U6 ZQ.'a6 8.� �: 03 Ui I ai 1m .. ,T tnvan i �w 0 4 +� _ N (®m II, U >i, g �. L PINK q 9 w R OBER TS S UR VE PING & MAPPING, q � � � Q IlLL3 t@UArAa ! I1, �3OeforP4t, 4 }IiPtAj• PLA( 9 INC,0 @ Z5 T 5 OFIOCri a aha "'�^oi� $C!!A$ i� LARI a @) s p .0 AKE Irl ten , A�RBOR..F1y -�V Ian Fir,Rgv[g r + 85 No- /®Ud�TRA CLUB -�bO (y KE MARY, FLORIDA. 3274 t it (4 0 7) 3 ford @�U,11. 8 �770 App :i t nv• 117 THE uV D9V 2 i ;•� • `• . _ 1 _od•�,, l.•ad:( T'tveio�rrrc-nS. egulatiott C i (� �\ F .. 7 s.. ±unr;its on st3. its (:�i CointY. $Iftth ? ✓� M{rtrtnx,r, (33NI656) for ina 25 199� �, ' •r 7: i f y'rPc r: . ; PI j; cenT .-:rUCIIOR. - r,,• R11p5 ;vl .hall inch tde any devellKmctg b. S r e _ --_ ... .- .-. 3!i. .. .. ,... , . •_ : buil : t u......11t t v..., .. ar d 1n �ceoN b ,. ...... artt� ..r . • wrtit then . 4�tIYtJ /ib ON S.W1 it _. d `OT Roadw y and Traffic Design � r '. �: ri" F ,. F><; y:'.,;: .. ..i: al. RYc R.r ti}d .J, n ,--_ ,v .y _ cc': a- prior ro any stmt or lane c r 1{ vrms and the Florid^ T Tench SafEr A L�. �IWdE�1 2 0TABL E WATER Cit` of Sonford SANITARY SEWER Cit ; ®f Sanford ELECTRIC —FIRE PROTECTION FLORIDA:: City of I®WER Sanford, Fire Dept. POLICE PROTECTION City of Sanford Police De t. SOLID WASTE Clfy of Sanford d 9 E(24 AM go �0 V Pe lal EAR' 3 t��s•ao au Selma Rd i0N REQUIRED � i III �j DEVELOPER LOCA70H HAP CANTER13URYNCEPT39 INC9vi P.. �� IAlaaf lalP �0 lamP- �LAKE24 O'L ®RID 32747 >J� 0 OO1I f 9 veAa �P� AP9 0� ��(407) 330-323820 ' v 0 - __ - r I s IAxebase 1 �� RVI 22 0 Z e (�' r _ IriafCasaa 11• 1 1. i7.Jg1....._.. _�_. IIISt _ _ _ (� e� y (� I . r g I C tri g gg� 311. 6 ��1 di ..y �f !1 13 18 8 POP, r j 1 ® lei . 4sQ) Z .20 -0 .2 _ s� v p "' :I 1 4 AOalAB d t_- r-! i -' S® � ® �.ta � r a I ill of � : F:=�n7s1 ENGINEET i i ,rA aaa7Aag _1 t �I z �_ 1~�� O j C T �1 � � c v i aer Air R va naa g �. 5 E c e, Q had0i 1 -�¢ 1 � o Q) `� .�.- 0. m.'. o P� m 1 s rwigL ! P� 1 1 enra r v sc �. y effarAB �_ a pg- t-,' ,�, - 1 DYNAMIC' TESTING ENGINEERIN INS' � � (� WYK a $ � ffi peaaoAa ° 1 ° f tl reaa , ti 1lrarl� .Iiotrlt. ' ! 9 0 .0 1� (. 2 +n E 2 �..a_ wal _.._.� u fp. ,s'•. •�� 97ryy.7p 1 `I~J Otj 2 t8 •. 0 n " 1 e..lraod � 2) C ® 's c U co -- �a as S. VOLTSIA AVENUE ® `�LO raayea A g. to (y 3 �r r ®�, -� v �i ®fllral.. I°n-'�°-. _ F.P. 4 I �� IilIa kip, ORANGE �E CITY9 - FLORIDA 36v1 •ffy g �•� 4% ®.:� t r _ �p6 �� - - - a fi `�' 4 tt3 4311! RA e 8 � aa�. �, , $ —4855 �y 4) P� ® civ saw '' (9 A'tne` RA 1011 m •-_ i= - p) 'N -0. - s.._Irl_ sas /get vasa e a bl td �$ �1� a tel _(� �•... tLe ° 3� °e alae 34r«,wacl I_> - - {�s� dealt 9aora XPi Q 1's ob 'tlY � �! - . � �. or-�. � Imo JYFAIR� %adn 1 ��Bi °ate Inl I t_tvit.n�° isI &1 �.�` lv 3 ® E �1 I + q MEAr)gw!6., ai7ta arca Cd,00 les.. ,� , axle 61g i - �.� (n. m _�iYfltl Labelr - s.- _a)% w. �A- UtijRY I ssah Q cn9aav u8 �` 5 0 � .o 0 (g a Z C d1 Qa»w_. s e. I.ALI3r...: a4.:..s�. ®elAlry. ,. LC _. 1 '6- a 0 a AY nnr� {/r i 11 q $ 1Pi-a ti p� 1. 9dp 94- . r 6�re, rr60 e � 3L ; ® >� b Prbo y'. Oa�A !�'.W,''t. lyrms : �.:. '4. ', .. ,il N I f ark, i,! .fie. GT SUTR �R 19 • :� , ... 9 U t/) (� t.. yI gy •� ,� Zfl 048' 19-' fq tn9p lsz.'s- fF ,, Ik. -T7 ft U6 ZQ.'a6 8.� �: 03 Ui I ai 1m .. ,T tnvan i �w 0 4 +� _ N (®m II, U >i, g �. L PINK q 9 w R OBER TS S UR VE PING & MAPPING, q � � � Q IlLL3 t@UArAa ! I1, �3OeforP4t, 4 }IiPtAj• PLA( 9 INC,0 @ Z5 T 5 OFIOCri a aha "'�^oi� $C!!A$ i� LARI a @) s p .0 AKE Irl ten , A�RBOR..F1y -�V Ian Fir,Rgv[g r + 85 No- /®Ud�TRA CLUB -�bO (y KE MARY, FLORIDA. 3274 t it (4 0 7) 3 ford @�U,11. 8 �770 App :i t nv• 117 THE uV D9V 2 i ;•� • `• . _ 1 _od•�,, l.•ad:( T'tveio�rrrc-nS. egulatiott C i (� �\ F .. 7 s.. ±unr;its on st3. its (:�i CointY. $Iftth ? ✓� M{rtrtnx,r, (33NI656) for ina 25 199� �, ' •r 7: i f y'rPc r: . ; PI j; cenT .-:rUCIIOR. - r,,• R11p5 ;vl .hall inch tde any devellKmctg b. S r e _ --_ ... .- .-. 3!i. .. .. ,... , . •_ : buil : t u......11t t v..., .. ar d 1n �ceoN b ,. ...... artt� ..r . • wrtit then . 4�tIYtJ /ib ON S.W1 it _. d `OT Roadw y and Traffic Design � r '. �: ri" F ,. F><; y:'.,;: .. ..i: al. RYc R.r ti}d .J, n ,--_ ,v .y _ cc': a- prior ro any stmt or lane c r 1{ vrms and the Florid^ T Tench SafEr A L�. Cil Q m Q .1 CU E b c cn _ i= 6 U d 9 E(24 AM go �0 V Pe lal EAR' 3 t��s•ao au Selma Rd i0N REQUIRED � i III �j DEVELOPER LOCA70H HAP CANTER13URYNCEPT39 INC9vi P.. �� IAlaaf lalP �0 lamP- �LAKE24 O'L ®RID 32747 >J� 0 OO1I f 9 veAa �P� AP9 0� ��(407) 330-323820 ' v 0 - __ - r I s IAxebase 1 �� RVI 22 0 Z e (�' r _ IriafCasaa 11• 1 1. i7.Jg1....._.. _�_. IIISt _ _ _ (� e� y (� I . r g I C tri g gg� 311. 6 ��1 di ..y �f !1 13 18 8 POP, r j 1 ® lei . 4sQ) Z .20 -0 .2 _ s� v p "' :I 1 4 AOalAB d t_- r-! i -' S® � ® �.ta � r a I ill of � : F:=�n7s1 ENGINEET i i ,rA aaa7Aag _1 t �I z �_ 1~�� O j C T �1 � � c v i aer Air R va naa g �. 5 E c e, Q had0i 1 -�¢ 1 � o Q) `� .�.- 0. m.'. o P� m 1 s rwigL ! P� 1 1 enra r v sc �. y effarAB �_ a pg- t-,' ,�, - 1 DYNAMIC' TESTING ENGINEERIN INS' � � (� WYK a $ � ffi peaaoAa ° 1 ° f tl reaa , ti 1lrarl� .Iiotrlt. ' ! 9 0 .0 1� (. 2 +n E 2 �..a_ wal _.._.� u fp. ,s'•. •�� 97ryy.7p 1 `I~J Otj 2 t8 •. 0 n " 1 e..lraod � 2) C ® 's c U co -- �a as S. VOLTSIA AVENUE ® `�LO raayea A g. to (y 3 �r r ®�, -� v �i ®fllral.. I°n-'�°-. _ F.P. 4 I �� IilIa kip, ORANGE �E CITY9 - FLORIDA 36v1 •ffy g �•� 4% ®.:� t r _ �p6 �� - - - a fi `�' 4 tt3 4311! RA e 8 � aa�. �, , $ —4855 �y 4) P� ® civ saw '' (9 A'tne` RA 1011 m •-_ i= - p) 'N -0. - s.._Irl_ sas /get vasa e a bl td �$ �1� a tel _(� �•... tLe ° 3� °e alae 34r«,wacl I_> - - {�s� dealt 9aora XPi Q 1's ob 'tlY � �! - . � �. or-�. � Imo JYFAIR� %adn 1 ��Bi °ate Inl I t_tvit.n�° isI &1 �.�` lv 3 ® E �1 I + q MEAr)gw!6., ai7ta arca Cd,00 les.. ,� , axle 61g i - �.� (n. m _�iYfltl Labelr - s.- _a)% w. �A- UtijRY I ssah Q cn9aav u8 �` 5 0 � .o 0 (g a Z C d1 Qa»w_. s e. I.ALI3r...: a4.:..s�. ®elAlry. ,. LC _. 1 '6- a 0 a AY nnr� {/r i 11 q $ 1Pi-a ti p� 1. 9dp 94- . r 6�re, rr60 e � 3L ; ® >� b Prbo y'. Oa�A !�'.W,''t. lyrms : �.:. '4. ', .. ,il N I f ark, i,! .fie. GT SUTR �R 19 • :� , ... 9 U t/) (� t.. yI gy •� ,� Zfl 048' 19-' fq tn9p lsz.'s- fF ,, Ik. -T7 ft U6 ZQ.'a6 8.� �: 03 Ui I ai 1m .. ,T tnvan i �w 0 4 +� _ N (®m II, U >i, g �. L PINK q 9 w R OBER TS S UR VE PING & MAPPING, q � � � Q IlLL3 t@UArAa ! I1, �3OeforP4t, 4 }IiPtAj• PLA( 9 INC,0 @ Z5 T 5 OFIOCri a aha "'�^oi� $C!!A$ i� LARI a @) s p .0 AKE Irl ten , A�RBOR..F1y -�V Ian Fir,Rgv[g r + 85 No- /®Ud�TRA CLUB -�bO (y KE MARY, FLORIDA. 3274 t it (4 0 7) 3 ford @�U,11. 8 �770 App :i t nv• 117 THE uV D9V 2 i ;•� • `• . _ 1 _od•�,, l.•ad:( T'tveio�rrrc-nS. egulatiott C i (� �\ F .. 7 s.. ±unr;its on st3. its (:�i CointY. $Iftth ? ✓� M{rtrtnx,r, (33NI656) for ina 25 199� �, ' •r 7: i f y'rPc r: . ; PI j; cenT .-:rUCIIOR. - r,,• R11p5 ;vl .hall inch tde any devellKmctg b. S r e _ --_ ... .- .-. 3!i. .. .. ,... , . •_ : buil : t u......11t t v..., .. ar d 1n �ceoN b ,. ...... artt� ..r . • wrtit then . 4�tIYtJ /ib ON S.W1 it _. d `OT Roadw y and Traffic Design � r '. �: ri" F ,. F><; y:'.,;: .. ..i: al. RYc R.r ti}d .J, n ,--_ ,v .y _ cc': a- prior ro any stmt or lane c r 1{ vrms and the Florid^ T Tench SafEr A L�. N Cn Cr, rn cci LO cO 0 N CD C7r O N sS cn aZ al E .«a a.? .ti L ro F T7 C .M O 01 1- (0 L� s z PAOCEL M& TAX I.D. 26 19 KQ-0000 00 $ 'PAQ.CeL TWO TAX 1,V. 78 19 p --40 5 W P CC= 00 1 00 a� EX.MH EX. WAREHOUSE S UR VE YOB S CVS iES PP44.ro,CID (ZONED R1-1) 1.) SURVEYOR HAS NOT ABSTRACTED LANDS SHOWN HEREON FOR EASEMENTS, RIGHTS—OF—WAY. OR ANY OTHER MATTER OF RECORD WHICH MIGHT AFFECT THE TITLE OR USE OF SAID LANDS. LOT 22.) NO UNDERGROUND INSTALLATIONS OR ViSIGLE IMPROVEMENTS LOCATED OTHER THAN SHOWN. SANFORD CENTRAL PARK PHASE II,AMENDED I 3.} BEARINGS ARE BASED ON THE EAST LINE OF LOT 1, SANFORD CENTRAL PARK PHASE II, AMENDED,� PLAT BOOK 5 4, PAGES 8-10 As BEING S.Qa'30O1 E, PER PLAT. (ASSUMED MERIDIAN). SEMINOLE COUNTY, FLORIDA I a 4.} NO PROPERTY DESCRIPTION WAS PROVIDED TO THE SURVEYOR BY THE CLIENT. GRAPHIC SCALE' 5.) ELEVATIONS ARE TRUE BASED ON SEMINOLE COUNTY H.M. , 3043401 EEIV. so 31,12 MSE AS PUBLISHED, , 10 20 40 go`PAVEMENT OPPOSITE NORTHWEST CORNER OF as o' / � �,.} .. ON SITE B.M.i�MTOP O� SANITARY MANHOLE IN CENTERLINE AVE E� LOT 1, SANFORD CENTRAL PARK PARSE It, AMENDED, ELEV. - 33.53 AS SHOWN. ` tbK @ k� ALES 7.) CONTOURS INTERPOLATED FROM ELEVATION SPOT SHOTS AS SHOWN. � l TAE A Y 6 1 ane �® � . / �U w w� �.) HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE. "X', / / �• P,�h' ti' a VG NOT A SPECIAL FLOOD AREA PER FIRM PANEL # 120294. 004G E, DATA APRIL 17, 1995, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA. Q 5' UTILITY & DRAINAGE EASEMIENT 260.20 P® / LEGEND / . • I � � f +� ,� a mmwm asomest a namo PROPERTY LINE EXISTING CENTER LINE EXISTING RIGHT—OF—WAY EASEMENT LINE 0M I MM R UP I Ill DRAINAGE DIVIDE • c7 • p ti� -.e �3 SF STURBIDITY a„w a"w EX. 8" POTABLE WATER MAIN I RELOCATE 81.w 8"w EX, 87 kECLAIMED MATER MAIN 4, FIRE HYDRANT 8"W 8"W EX. 8" SANITARY SEWER DRAINAGE FLOW ARROW L-- 63. 8 2 I �P UTILITY POLE / CS Tan=27.30 C 7 Delta,- 23°4314,r o t� a .3 / EX, 2 POTABLE SERVICE METER ; 171 OD / Ex 4"00 LU LEGAL DESCRIPTION RECLAIM SERVICELn r �/ ca y U PARCEL #1 THE WEST 100 OF LOT 1 R=270,09 Ca. Ca o �!, PLAT BOOK 54, PAGES 8.10 � 102.44 Q / Tan=51.84 i PARCEL #2 LESS THE WEST 100' ® Jo AND THE WEST 30' 9F LOT 2 PP 54 / Deita=-21°44'19" / PAGES 8-10 U-1 -� ,` s0s°30'03"E a �.. .�� / 358.30 .� � � � N \ z W LLJ 50 R=270.00 N L-117.00 Tan=59.43 �\ 1 Delta�--24e49'44" ` I WJy. ( 1-4 CD REINFORCEMENT lap 12” 12° NETTING in h FILTER FABRIC i�.Lo00 00 DIRECTION OF FLOW 1/2'm a1 2LLATH TOP VIEW JOINING SECTIONS 9ACitFILL PA �Eo ® — p 7/25/99 1 S08°30'03''lE,.:;5 UTILITY & DRAINAGE EASEMENT PV - 375. 00 �? NATURAL GRGUND"x Sp TENCi4 a� r%AQ V> 60 N BOTTOM 6" 0E _ CO �c FILTER FABRIC A.PPRQUD BY. HAY ..MU SMG" N.T.S. 1 SILT BARRIER DETAIL SttiAi EX. _ KID—U--NOT BLDG.>T.S, f F.F— 35 f 20 (ZONED R-1) E REVISIQIVS. EROSION CONTROL PIAN An erosion control plan spall be conducted by the Contractor and wetlands will not be dogradod, In the event of retention area the Contractor shall execute all measures necessary to limit the sodImentallon during Mt eouroa of o®notrasflofl, the Contractor 4rans�art of sedimenta outside 1114 Ilmlts of the pmeat to the shall take ouch measures no required to maintain the dimenolalle, qucnt111a@ and oondltlons that exist prior to the commons wont elevation$), volume@ and sell pefraegklt r gkgractertstl,ae of sold of construction. This oondlllon will be satisfied for the total retention eros. — 1 ar.tlelpaied eonctructlon period. Provisions stroll be made to pr000rvo the intogrity and capacity of eformwater Inleto, sediment STO 10 115 E, I I q baslnu, slope drone, grading patterns, etc. required io moot Ate excavated moterlal shall be ofmixpged no as to direct LOT 20 L.0 T 21 thio provision throughout the life of the oonstmtlon of the project. @lorrnwater off the project sits or Iwto any adjoitont wafer — Contractor shall p"de hay $alis, ellf barriers, temporary grassing body or otormwafor calleailon system. t,neavated material @hall not S A N F 0 R D CENTRA L P ARK f H A 311 I I ,AMEND D S M" F O R D C E N TR A L. PARK PHASE I I ,AMENDED , eta. as repaired to folly comply with the Intent of this @ppoe�olflsa= tion. Upon completion of construction and completed stablIFI-elon atoohpiloe ca ac to washout and coupe oed[�e@flt®ilgfl of any down— stream drainage airuatureo or wale? b"e. PLATB 0 0 K 54, PAGES 8-10 PLAT BOOK 5,I, PAGES 8-10 of potential oweelon areae, the contra alar shell remove sedimentation SEMINOLE COUNTY, FLORIDA SEMINOLE COUNTY, FLORIDA control measures and Moan and repair any arras affected by the @enewmation @6 ivilloo, jdJtMff4NAICB All features of the project shall be coflstruoted io prevent erosion p q (ZONED I 1 ) g A aON �rrBA The In the end @edimeniotion and shall be melnfaln@d during the iife of the eonolruetlon so on to function property without tiro Irons ori of sediments outside the limits of the Any sedl,mon, atormwaler retention oroo shall reoelve priority status scheduling of eonslruotton operations. The retention area shall be project. coomrtutotlono In the dralnego system shell he removed and the completed and stabiilaed prior to anyy upland oxoavo"on. All nocooeory meo@ureo. Inoluding turbidity IaarIre, shall be taken to insure that The the lakes, eyslom restored to original spool4loellona prier to the oomplotlen and llrat approval of the project. Upon final approval and comple ton of conotruellon, he water quallly of adjacent ponds or malnleflgfloo %spgnalblltila,@ may i @n@f@rred to erl approved entity. 2'-1 1/2' RI' -V NOTES, I I 3 N O N O I Q O l7 K o� H ¢I 4' BLUE STRIPE CURB HANDICAP SIGN L POST NOTE, HANDICAP SPACE IS TO BE OUTLINED ON A 4' BLUE STRIPE 112' --al 1. ALL LETTERS ARE V SERIES 'C', PER MUTCD. % 2 TOP �RTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) E BACK(i:RI7UND WITH WHITE REFLECTORIZED LEGEND AND BORDER. / 3. BOTTIZI.1 PORTION OF SIGN SHALL HAVE A REFLECTORIXED (ENGINEERING GRADE) WHIT& BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4, ONE d? SIGN IS REQUIRED FOR EACH PARKING SPACE:, 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-2 7 THE MANUAL ON OJ_dIEORM TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP SYMBOL � . N.I.S. / s i 1 J a INSTALL VALVE BOX RATED FOR J TRAFFIP LOADING (TYPICAL) 1 Lo 00 I P VlB1 t � j ! i w l0 , / -,TnP. ql rZW i_ A^I9 _A r�lA ry Ae�si rFZ r-w'F• LOT 2..0 SANFORD CENTRAL PARK PI-iASE Ii,AMENDED PLAT BOOK 54, PAGES 8--10 SEMINOLE COUNTY, FLORIDA IRRIGATION SYSTEM 3 4-POLYETHLENE FULL ROUND LEADS TAKE QACILCALCULATIOI\LS PARCEL: ONE: 20 FIXTURE UNIT ® 20 GAL PER UNIT - 1 ERU I ERU x 270 GPM w 270 GPI 10 SPRINKLER HEAD ® 4 GPM x 7 MINUTES Q 260 GPD PARCEL TWO: 20 FIXTURE UNIT ® 20 GAL PER UNIT a 1 ERU ERU x 270 GPH a 270 GPD 10 SPRINKLER HEAD 0 4 GPM x 7 MINUTES - 260 GPD LOT 21 SANFORD CENTRAL DARK PIdASE II,AMENDED PLAT BOOK 54, - PAGES 8-10 SEMINOLE COUNTY, FLORIDA (ZONED R-1) LOT # I 6 PROJECT AREA A a-- 1.00 AG WETLANDS ARE 0.0 AC 0.0 AC AREA OF OPEN WATER 0.0 AC 0.0 AC EXISTING ZONING RI®1 �} 5' RI®1 Ri-1 EXISTING LAND USE CL VACANt PROPOSED LAND USE OFFICE/WAREHOUSE ®PEKE WAREHOUSE OPEN SPACE REQUIRED 20 % 20 90 OPEN SPACE PROVIDED I I 3 N O N O I Q O l7 K o� H ¢I 4' BLUE STRIPE CURB HANDICAP SIGN L POST NOTE, HANDICAP SPACE IS TO BE OUTLINED ON A 4' BLUE STRIPE 112' --al 1. ALL LETTERS ARE V SERIES 'C', PER MUTCD. % 2 TOP �RTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) E BACK(i:RI7UND WITH WHITE REFLECTORIZED LEGEND AND BORDER. / 3. BOTTIZI.1 PORTION OF SIGN SHALL HAVE A REFLECTORIXED (ENGINEERING GRADE) WHIT& BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4, ONE d? SIGN IS REQUIRED FOR EACH PARKING SPACE:, 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-2 7 THE MANUAL ON OJ_dIEORM TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP SYMBOL � . N.I.S. / s i 1 J a INSTALL VALVE BOX RATED FOR J TRAFFIP LOADING (TYPICAL) 1 Lo 00 I P VlB1 t � j ! i w l0 , / -,TnP. ql rZW i_ A^I9 _A r�lA ry Ae�si rFZ r-w'F• LOT 2..0 SANFORD CENTRAL PARK PI-iASE Ii,AMENDED PLAT BOOK 54, PAGES 8--10 SEMINOLE COUNTY, FLORIDA IRRIGATION SYSTEM 3 4-POLYETHLENE FULL ROUND LEADS TAKE QACILCALCULATIOI\LS PARCEL: ONE: 20 FIXTURE UNIT ® 20 GAL PER UNIT - 1 ERU I ERU x 270 GPM w 270 GPI 10 SPRINKLER HEAD ® 4 GPM x 7 MINUTES Q 260 GPD PARCEL TWO: 20 FIXTURE UNIT ® 20 GAL PER UNIT a 1 ERU ERU x 270 GPH a 270 GPD 10 SPRINKLER HEAD 0 4 GPM x 7 MINUTES - 260 GPD LOT 21 SANFORD CENTRAL DARK PIdASE II,AMENDED PLAT BOOK 54, - PAGES 8-10 SEMINOLE COUNTY, FLORIDA (ZONED R-1) I inch o 20 M PROPERTY LINE RIGHT—GF—WAY LINE o ROADWAY CENTERLINE e m e o EASEMENT LINE . ............... ° ....... . SETBACK LINE I I I I DRAINAGE DIVIDE UTILITY POLE DRAINAGE FLOW ARROW SLOPE INDICATOR STORM INLET YARD LIGHTING W LUMINAIRE FROM 0L01Go (SODIUM VBAPCR) PROD, CHARACTERISTICS LOT # I 6 PROJECT AREA .63 1.00 AG WETLANDS ARE 0.0 AC 0.0 AC AREA OF OPEN WATER 0.0 AC 0.0 AC EXISTING ZONING RI®1 �} I— -i RI®1 Ri-1 EXISTING LAND USE CL VACANt PROPOSED LAND USE OFFICE/WAREHOUSE ®PEKE WAREHOUSE OPEN SPACE REQUIRED 20 % 20 90 OPEN SPACE PROVIDED 22 % 27 k MAX. BUILDING HEIGHT � 50 It PROPOSED BUILDING HEIGHT U FT SET BACKS: 0 —11 FRONT PROPERTY LINE 25 FT 25 FT I 15 FT 15 FT REAR PROPERTY LINE 20 FT 20 FT LANDSAPE DUFFERS: I inch o 20 M PROPERTY LINE RIGHT—GF—WAY LINE o ROADWAY CENTERLINE e m e o EASEMENT LINE . ............... ° ....... . SETBACK LINE I I I I DRAINAGE DIVIDE UTILITY POLE DRAINAGE FLOW ARROW SLOPE INDICATOR STORM INLET YARD LIGHTING W LUMINAIRE FROM 0L01Go (SODIUM VBAPCR) PROD, CHARACTERISTICS LOT # I LOT7! 2 PROJECT AREA .63 1.00 AG WETLANDS ARE 0.0 AC 0.0 AC AREA OF OPEN WATER 0.0 AC 0.0 AC EXISTING ZONING RI®1 R1-1 PROPOSED ZONING RI®1 Ri-1 EXISTING LAND USE VACANT VACANt PROPOSED LAND USE OFFICE/WAREHOUSE ®PEKE WAREHOUSE OPEN SPACE REQUIRED 20 % 20 90 OPEN SPACE PROVIDED 22 % 27 k MAX. BUILDING HEIGHT 50 FT 50 It PROPOSED BUILDING HEIGHT ITT FT SET BACKS: —11 FRONT PROPERTY LINE 25 FT 25 FT SIDE PROPERTY LINE 15 FT 15 FT REAR PROPERTY LINE 20 FT 20 FT LANDSAPE DUFFERS: FRONT PROPERTY LINE 10 FT 10 FT SIDE PROPERTY LINE 5 FT 5 FT REAR PROPERTY LINE 5 FT 6 Fr PARKING REQUIRED: 1 PER EMPLOYEE 10 14 PARKING PROVIDED STANDARD 10' x 20' 17 20 HANDICAP 12' x 20' 0 1 SITE IS NOT IN AN AQUIFER RECHARGE AREA SITE IS NOT IN A WELL FIELD PROTCTION AREA SITE IS OUTSIDE OF 100YR FLOOD PLAINT SURFACE COVER TABLE(PARCEL 1) 00YER r i3 ARCA or AREA (Z) A BUILDING 7,330 0.17 AC 32.0 X PAVEMENT 16,211 0.42 AC 50.1 GREEN AREA 10,615 _ 0.25 AC 20.7 X TOTAL 36380 0,84 AC 100.0 9 SURFACE COVER TABLE(PARCEL 2) COVER TYPE AREA aP AREA nC % BUILDING 14,01.3 ,32 AC 32.0 X PAVEMENT 17,677 .41 AC 41.0 yo GREEN AREA 11,650 .27 AG 27.0 X TOTAL 435.40 1.00 AC 100.0 % SEAL NOES, 1 ° ALL STORMWATER RETENTION AREA SIDE SLOPES WILL BE SODDED. ALL DISTURBED AREAS WILL BE SEEDED AND MULCHED UNLESS 0HERWISE NOTED TO BE SODDED. 2. ALL CONSTRUCTIONS SHALL CONFORM TO AND SHALL UE INSTALLED AND CLEATED FOR SERVICE IN ACCORDANCE WITH THE CITY OF SANFORD STANDARDS UNLESS STATED OTHERWISE ON THE PLANS. 5. ALL EAR7144YORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, PLANS AN4ECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (A3 APPUGABLE). 4. THE CONTRACTOR SHALL ENSURE THAT ALL PERMITS FOR CONSTRUCTION ABE OBTAINED PRIOR TO STARTING WORK. G. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR 010 PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. B. THE LOCATIONS OF ALL. EXISTING UTILITIES AND STOR'� DRAINAGE SHOWN 00 THE PLANS HAVE BEEN UETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUME$ NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR°S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES ANO TO MARE THE NECESSARY ARRANOEMENT7 FOR ANY RELOCATION! OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THESE PIANS. 7. ALL, PROPERTY , %9TICTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTS, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 11. ALL DISTURBED AREAS TO BE SODDED, INCLUDING THE POND AREA. B. ALL PROPOSED TREES TO HAVE 2" CIALI.PpERRi AT 4-1/2 FEET AND SHe4� BpEE ANCHORED. �% yo �t W kcr-ass C-Apsamm-f4-r VAL.L Me- fa&Co1z9)*0 fRk0pi,w �+^ REVISED 8/10/99 SITE PLAN Sff.FUT 2 OF 2 I .° 4 REVISED 8/10/99 SITE PLAN Sff.FUT 2 OF 2 �3€ 10-10 L1J.LJ?1, o ' 12" cae a'; v V11301,1004 �,-�„ �" mi VAR COMM Ar -TED 3500 PAS: K-4 TYPICAL MAIN ERAM r - o i -- __a, :EACH _ AY =.. -: - _ v�op00000000a� o mo � eenemse�a� 'o �a i I _ OF 3~ Pei AT 26 PAYE A 6LU11P OF 4" IPLO OR MM6 I", -AWP HAVE 2-4r. AIR ENT T, AND A tI-II WATER TO T RATIO Or- ®,56 2. FOMDATION DE604 IS BAN® ON AN Ab _ A 601L dMWO&IRS OF 2 „ _ e 3. ALL F00TWA SHAAX ISE 1L. ON IL. MIN % 1F1 nth it L 4. CONCRETE Mix SHALL ME IIS ACC4WANCE WITH THE LATEST e mpITmOFAcI 3v c44APmRs, MACKLe DATA AS PROWIMPMSP C#4ArMR 5 SECTION 53 OF Ci ED d THE LATEST EPITION OP ACI 3 S. ALL RRIWOWNS STEEL ISHALL OF NEW POM06TIC P , _. D I� MILLET 6TEEL M TO AISTM A=610 GRAPE 6,10. ' ® ! (pa WEED WIRE FAMRIC ISHTO ASTM -1110. W WALL ME LAPPS® At LKAST 0" A4D c4pNTAIN AT LEAST OW 1 II I , , gips WITHIN TM all. 1. ALL C4NCPWM WOW &HALL ON IN ACCOMPANM WIT14 "Two 1 i i i mulLpm copm WGUI Te FOR ISI ED CONGMTE" ACI 318 LATEST E®ITION, AND 106MCIFICATt"STRUCTURAL UNCRETE FOR OUILPWA, ACI Wil. A� r V. THE FOLLOWING MINMI POYER Ili FOR -o ------------- ------- - � T; 5" I TE T INST THEK -- 2" ALL OTHER S (UNLESS iIL (� 4" irI4I S UNTH & 9® — -- - - - - ON CLEAN GaVACTED-F1LL TMITE TWATEP. I I MAMRIER 10. PFgMDE STEED TRDMI. FIN16H WERI AWAS. PROVIDE 6 FIN16H FOR ALL FkXTEIRIOR SLAM AREAS I , 11. PROVIDE I®01' WIPE x I° DW P TSI- S_F I JOINT6 A`1' LOCATION15 OHOM ON KAND LLlITI°llN 12 • 12. PIR"DE eamomremaa= eeeee��_� ee — --_ _.----- - .,...,. P �-.. nt ...... �e°o��maW_ ��—®—ev�wove°eA—e®®e— -eeammo -----�—eee eQAR HROM THE FOOT p STEEL TO 504D OFFAM MpE ® MAX SPACIN& AT ® ®Z. AND ON 150TW 6IPES OF MIN" 25" LAP WLICK (WE FLOOR MANIS FOR, LOCATIONS).„ 13. ALL MASONRY WOW TO W POW IN STRICT ACCOWAWM WITH ACI 530 ACI b Je a 4. THE Ca4TRACTOR 16 TO VERIFY ALL FXISTM CONPITIONIS I� T-IELV T® THE ST4RT � FIELD ID ION &Xcv I0-10 W.W.M. ACTIVITIES. THE a TQR 16 TO TIECt ANP MAINTAIN. THE PROJECT LIMITS OF TI0N PURNS CONGTWCTION ACTIVITIES, 15. STRUMRAL 67M &4AI—L TO TIS AI ” CFa ICATI DEE6"K FAMBRIGATICK AND E-RIECTION O STRUCTURAL STEEL ItLDEPITEIS IOK 40 3 -Ss EACH WAT Fr-. ELEV. 3!�.00' �— 3�" —� 3° MIN. COVER IIS, MI -DEP CTI 61-104.1 CONFORM TO TW LATEST J-- 1,-- TL—�-, _L� i_ CI) 05 REB'AR GONiINIIO.Ia PbF. FILM L_ TYME n. Aw;HoR TS �I -301. T�-- -- -�-'- r._ �—�! ...__.. L . � P - 2x11 -- r- T �- -` -r- - 8 x X 1f� G.P'1 U. UJALL- -r"- Y �: ...! 7�.,. 7 CyLs� J T j r r T T r 7 z l 1-- —1. J— —_L �.�. �._..� ..�- - • ' � �1 �� T = 7 CONCRETE �X� I� I� I��r. THE 1 1 Y� 1M A - S*, I ,E NOTED OTHERWISE. -f:T7T.Z .,_ . T �1 1 a - -I-•� I _ (N�I"7 T tic KfdIT ELIEV. 3I L 1 J r- rtn PL4� ; qac= b s Qb �Pb a b� bF m7 � ®- 1 �. ! _� 1_..._! S .I_..L. T®' o 3=OoiER EL`/.®.3 -- ---------- e. f a�,emeba°eek Qea�ie.e BOTTOM � FOOTER ELEV. 39� - P' • 4 ll E30TTOM OF- Foo -F -R rzLEV. 25.50' �I{ I L ___�___-- a R ALL E® D I ij 12'11 ` C>' SUMP mnx 06 101, JISf WITH C1) 95,F;65Ak AT 46 O.C. i � � e E hIIIG 2 So CONT. p I�� r� Y'tlid• COVER t��UNZ)AmTICN AN COMPACTED a5� PhP. FILL TYPICAL NMR TES a :r f5y' 6 TITLE FOUNDATION PLS ham. 2 . 511 CENTRAL PAW DRIVE R05AC*4 OF 5ANF®1D, FLORIDA 5.2111 . III MA IT0 (401) 330-3230 AM NO. na ROMACAVWW. mm am I BOTT. PLATE 4" CONC. 5LA5 W/ rox(o 10-10 W.Um, - - - - - - - - - - - INTERIOR EARLIX-ON -0 MTL. 5TUD5 241, O/C. U5E 20 GAUGE OVER 161. 1/2" DRYWALL 1/2" DRYWALL TO CEILNG 14GT- 5PTT. FLATS /r 4" CONC. SLAP W/ rox(o 10-10 W.W.M. ----------------------- OFFICE W.AREHOUISE PARTITION, mtjj�� ENE -w "� #1 " 9 C 0:00 1 Ww MFA-,lM=M *0 -110! A MMRLel I 1111"g- 0 MY- L _ r -117J -11i _rr 1L ri, T_1_., _ LrL s 1 7 ; L _ r LrL i_ L J-. I �-, L l .1 i r L T J i i-' .: , _��_ :.L r. _� l� J `T". ��1._L 1_.a__ ? �S J__1�7�21[ 0 u'aira�� 12 TITUS MOM ELL T(®N5 TITUS MOM ELL T(®N5 Vl' oll gol�_ k 'Co ELECTRICAL 6C El 0LIt" DE5CRIPTION ITEM SMA FLOUM LIQ 1' x v PLOUMOGENT Lb*4 ' �i B' x 4' PUSK TO ®AAN LOW 2' x 2' tierce" NCANm I -haw b® WATT RLL& LIGW A, DUAL GPOT EMMWAENCY L FAT 1.1014T oxw"T PAN To per.154x. IDLIPLEx CJTLET " 1l® VOLTS CIS OMET Re VOLTS S i 230 VOLTS WALL GWITGM fl -WAY) ar.O.T. WALL SWITCA! e3 -WAY) bJPl :i. TME MLOM FLOOR PLAN CAI PLAN T ., �� it s` f (�, t :. .- ". .. .. i � � :. .. ..-. v .. ,. .. - .:'. .. ,. ..: � .. '; ` ' �' 'i f z 1 .. :. ,,. ' . II :_ ,: _ r. __ ,, ,, ,::, ,. ,, .... G 4 T ., =� � _; ,- -- .:_ I 1 -_ - fi ,. �a —... i -� �;-- �, ., 5 _r �:, -. ,:. �— ._ } k •' __ =� .:_ I 1 -_ - fi ,. �. .,.< =, - _r (. .. 5- � . _ •: �-- S.IX GL5601 General Notes: 1. Freedom Fire Protection to tie into the existing wet pipe sprinkler system and add new heads as shown. All new sprinkler heads to be spaced in accordance with NFPA 13, 2002 edition for a Light Hazard `Occupancy. All new office area pipe sizes are to match the existing fire protection. 2. All material, devices, supports, and installation to be in accordance with NFPA 13, 2002 edition, and the Local Authority. 3. All system piping to be hydrostatically tested per NFPA 13 and the Local Authority. Modifications affecting 20 of fewer sprinklers shall not require testing in excess of system. working pressure. 4. Any firewall penetrations to be sealed in accordance with their rating. LEGEND O - NEW QUICK RESPONSE PENDENT SPRINKLER ON 1° DROP BY FREEDOM FIRE PROTECTION. - NEW SCH 10 OR 40 BLACK STEEL PIPE BY FREEDOM FIRE PROTECTION. - EXISTING STEEL PIPE TO REMAIN AS IS. O B.O.P. 19'-2 - EXTERIOR WALL t HANGER ASSEMBLY #2 LOCK NUT SIDEWINDER PURLIN ZINC ATR HANGER RING Hanger Detail a . No Scale Building Section No Scale v S.IX GL5601 General Notes: 1. Freedom Fire Protection to tie into the existing wet pipe sprinkler system and add new heads as shown. All new sprinkler heads to be spaced in accordance with NFPA 13, 2002 edition for a Light Hazard `Occupancy. All new office area pipe sizes are to match the existing fire protection. 2. All material, devices, supports, and installation to be in accordance with NFPA 13, 2002 edition, and the Local Authority. 3. All system piping to be hydrostatically tested per NFPA 13 and the Local Authority. Modifications affecting 20 of fewer sprinklers shall not require testing in excess of system. working pressure. 4. Any firewall penetrations to be sealed in accordance with their rating. LEGEND O - NEW QUICK RESPONSE PENDENT SPRINKLER ON 1° DROP BY FREEDOM FIRE PROTECTION. - NEW SCH 10 OR 40 BLACK STEEL PIPE BY FREEDOM FIRE PROTECTION. - EXISTING STEEL PIPE TO REMAIN AS IS. O B.O.P. 19'-2 - EXTERIOR WALL t HANGER ASSEMBLY #2 LOCK NUT SIDEWINDER PURLIN ZINC ATR HANGER RING Hanger Detail a . No Scale Building Section No Scale CONTRACT # SERV. DRAWN ; KH CHECKED : JC DATE ; 9-17-05 TOTAL HEADS13 SCALE AS NOTED ° ° C� -. E 1'JY Rte. �'a U � l4 FireV ' Sprinkler. Piping Plan R m 1r PLANS REMWED H H i U FACE .5 z 0 H H i w Q d z CONTRACT # SERV. DRAWN ; KH CHECKED : JC DATE ; 9-17-05 TOTAL HEADS13 SCALE AS NOTED