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Vicinity Map Old Shoney's 1984• U.- 77-52 NORTH LEGAL DESCRIPIION: FROM HIE NOR1 IIEAS f CORNER OF SECTION 11, TOWNS111 P 20 SOU1N, RANGE 30 EAST, IAN ARE - SEMINOLE COUNTY, FLORIDA, RUN SOUTHERLY 711.6 FEET TO INE WEST LINE OF OLD :HEPPINO:EN7EK SLATE ROAD NUMBER 3, NOW STALE ROAD 15 & 600, 1HENCE RUN S.240 34'W., ALONG 1� CITY OF SANFORD WATER PLANT 111E OR1NINAL RIGIII-OF-WAY LINE OF SAID STATE ROAD 15 & 600, A DISTANCE OF ZONING GC -2 i 706.4 FEET, THENCE RUN N.650 -26'W., A DISTANCE OF 80 FEET TO THE EXISTING SITE �� ZONIN© GC -2 PUBLIC UTILITY USE RIGHT-OF-WAY LINE OF SIAIE ROAD 15 8 600 (U.S. HIGIIWAY 17&92) FOR A POINT x' OF BEGINNING, THENCE RUN S.240 -34'W., 225 FEE], THENCE RUN N.650 -26'W., TOr" LAKE ADA, '111ENCE RUN NORIH ALONG LAKE TO POINT N.650 -26'W., OF THE POINT OF BEGINNING, 111ENCE RUN S.65" -26'E., TO TIIE POINT OF BEGINNING. - 1S�A>JD To 6E CoI�STRUCTEn NORTH_ )N A m Ai.11.IER SO AS T n % - - i Y IF JAN1❑PD Q EsI=RvE �xIsl1NG aAK`5 �. GRAPHIC SCALE - _ _ _ F� �Qu�MF.;�1T �cC�Ss- 46 47 1 IN. 20 FT. - - - 1 EXISTING TELEPHONE LINE Z z ! -- � EXISTING ELECTRIC LINE c� 0 ICIA17 T Y Al -4 10 20 3Q CONSTR. TYPE 'C" INLET _ Q 40 ! GRATE ELEV. 44.25 41 42 44 NSTRUCT 6' C.L. FENCE 45 INV. ELEV, = 42.65 p I— W Q PAVEMENT 43 SIGHT PROOF) WEST 331.40 FT. 46 �, Q 18,5C1 _ SLOP RIES S A E SL PE 3 . INSTAL.L---250 F OF 1 1 2 IN, GA SER INE 3 �5 H N. V - �► - OUTFALL TO • - - ---- _ _ z `)1LAKE ADA P GP. GA METER — - - N_ — _ z �r ~ PROPOSED v, Z Q v PROPOSED HWY. IMPROVEMENTS CONSTRUCT M T ED END ION - z w ',2' A.S.C.S. (TYPE S -I1 I V ELE � 41,50 ' FIRE H�rD ANT x ,� PROPOSED FLEA • • - — — w Ln 0 c/a W — s -OIL CEMENT 5av= INSTALL 18 FT, F 18 R,C,P. METER 81 BOX INSTALL •BURIED E ,ER.G — F — --- i DUMPSTER EI���G�-`"�E N {�,' jZ z to" STABILIZED SUB GRADE (MIN. 36 �.f= CUVER r So P.S.I., . .9.V. (MIN., �K-Z vk �T S1C�1 C LSI M TYPICAL PAVE SECTION /���-� �sD� I U co Q Li w Q Q NOTE : OVE HEAD LINES AND PAVEMENT / HONEYS CCNSTRUC OF I' — c� w / t r Y I ! C0NC. PIJE Q� 0 20% �, �1 p c� ! UTI I TY POLES TO BE „ RESTAURANT � I z TYPE C INLET a Q _ MOVED AT OWNERS EX- LA KEj WITH SKIMMER 5,000 so. FT cy CONST UCT O ET OF _ T_ x o PENSE IF NECESSARY. J 170 SEATS O I 19'x E.R.0 YP.BOTH — 3 �w�� /;' cu / 43 SEE DETAIL SHEET Q �, 0Ip �) NO OFF-SITE LIGHTING 4_Z 4 w z / REQUIREMENTS. ADA J 43 TYPE 4 CONSTRUCTION I ElW[T-TAP ESI z 3~ Q >- _ ►tel PROP, WATE SERVICE � DETENTION � �, w , BUILDING HEIGHT= 22' FEET W _ Q lP0 N -D 5 4,2 � J o��-� 1/ I GAL V. STE L WATER SER � � 25 0 100 YEAR FLOOD ,r ' I, O z� CAWWA C�0 L�� - I ._. 12_ QQ ADDRESS:_. 201 � C 1 C \� -� T -- - ' - --- _ -- i b�l L11 - z-� 32 0 ORLANDO DR . , ` i U WAT ME 7 43 I a ow _ I R ED TELEP O E SERVICE I 112.00' _i -- _`—I --- 1Q _-r , - ----- ---- C/) 44 z w l i .r 41 2 - - 2 -- _ ! _ - _ - _ 121.501 ql! n��C�11 F LNF {CSF M� __ -� - ALL APS SHALL _ - -- - ' THIS PROPERTY IS ONED C-2 - _ _ - - -- -- -- 143.00 —� - I �- GEPtE R*L COM -R1 C A► L- S E tN-T-A L -L 4 0' F T� F N �" I - — SCOP-- .B -- RESTAURANT WITH NO COHOO SERVED' R,C P 4T—.2 , t11 I CONSTRUCT 180' FT, DF 5' IN. N �. CD STR CT TYPE "C" LE z lC -� R TE 1__EV, _ .7 FENSTR YP °C" NLE -- c� --— F I V. 4P 2___ G ATE E L 4.2 i — ELS - — - - a CL f _ - z 0 43 20' 4 >� i w . - Q ► 86.001 - • Q I • o 10' (TYP.) I z I • � ESI 4 6 '-4 ! \ •• I o 7 • - - - -- Q 0 I i )ILI• • o e • • J _f- - fr. ., • • - —� 3- - CONTROL B ~-R--V1t�'� BURIED CABLE_ EXISTING TREES, EAST 360.00 FT.-F_XISTING TREE`': z �D 41 42 TO REMAIN TO REv1AIN — 43 44 /STARTC;i OAKS 45 45 L3 z ALL PLANT MATERIAL SHALL MEET OR EXCEED STANDARDS OF FLORIDA, j 46 I NO. 1. AS PRESENTED IN 'GRADES AND STANDARDS FOR NURSERY PLANTS', SITE DENSITY CALCULA710,V5 7 C'ART 11 1963, AND PART 2, STATE OF FLORIDA, DEPT. OF AGRICULTURE, CAVALIER INN w ----- PLANT LEGEND TOTAL SITE AREA = 1.76 ACRES 3 �r QUI t•(G I'1ii CZ�C BUILDING AREA = 5.000 SG. CT = 6% ZONING GC -2 r. r TOTAL` PAVED AREA = 39,200 SO F7 51%GENERAL COMMERICAL USE EXISTING ELECTRIC MAIN )(rte E'_�'IS7It�'G 6 - 12 PIA'E' TRFF- _ TOTAL IMPERVtoUS AREA - 3�F7220 FT. PERM AVERAGE . AREA D. DETENTION POO 1- X T ZINC, T 1-11- I EP--LI—LI_N ay. GREEN AREA 24,830 SQ FT ■ PROPOSED LAU'RE'L OAA- (QUERCUS LAURIFOLIA) 100% HEIGhrT 14' - 16' - PRh7�.�r,fl'l A_T10-N-3Nor 2 -- 1,%'2 TO =� ' C.4 LIPER ?ASIC PAliv 114IG REOUIREMENT 10 PARKING SPACES (RESTAURANT) 10 SPACES REQUIRED PRINTED R�P��EI�LIZ-�� '—Iz'� 1 �'D E (LIGUSTRUM JAPONICUM) ?OT r`Ot;R :+SEA—= 2;900 SL1—FT-- I PaC—E—PER�a3Q Sfl—�I c—sER i�E—r E L —SF (ES E 1T1RE—I3 EmP,_07EE PARKING 12 EMPLOYEES ON LARGEST SHIFT - 1 SPACE PER 2 EMPI OYELS 6 SPACES REQUIRED JAN 02 1987 HEIGHT 24 GAL. 3 HANDICAPED PARKING = 2—HANDICAPED PARKING SPACES -PER 100 SPACES (2%) 1 SPACE REQUIRED EXISTING NOTE •L_ C - I - ' "r Al 'AR'} 3P S P.RE '. ;1.E -D - 71 TOTAL MIN. PARKING SPACES REQUIRED 46 \' D c : ®. ��E. � [ L A S H P_I 1 -ALJ - - _ - - -U T F= R--A.N:D S T�J F� 1_ T— ; STARTER OAr�S HEIGHT 6 ' 1 - 1/211 CALIPER - - - — E R-Nf l -T -S A Rf R fl UTR E_ DATE - - - DESIGNED - � ANTE -S— APPROVED _= _ _ _ - -_ - - -- - - _ _ _ _ - ... -- - — EE— -------- — ----- - — -- -- — — —_-- --T -- -- CHECKED Mme/ �� --SHARP N=7 I S I • � lJ — SCALE Onsulung Civil` Engineem & Sur%evur, O ti94- tip 3 - - — = D0, FL0R IDA a 1300) �-: - - RE-V+SI@-N APPR"D7-P'R,0zIE"e3-ENG'1'NE!eR - _ - �.y,5-0, REG. PR�?f. ENGINEER TELA. NO. PROJECT NO. --- 8=6-0 3 I NORTH LEGAL DESCRIPTION: FROM THE NORTHEAST CORNER OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST, soanP�;- SEMINOLE COUNTY, FLORIDA, RUN SOUTHERLY 711.6 FEET TO THE WEST LINE OF ULD _�HOPP Wj CEN,t. STATE ROAD NUMBER 3, NOW STATE ROAD 15 b 600, 1HENCE RUN S.240 -341W., ALONG "ter '` �CITY OF SANFORD WATER PLANT THE URININAL RIGHT -UF -WAY LINE OF SAID STATE ROAD 15 b 600, A DISTANCE OF ZONING GC -2 706.4 FEET, THENCE RUN N.65° -26'W. , A DISTANCE OF 80 FEET TO THE EXISTING SITE �� ZONING QC -z RIGIIT-UF-WAY LINE OF STATE ROAD 15 b 600 (U. S. HIGHWAY 17&92) FOR A POINT PUBLIC UTILITY USE j OF BEGINNING, THENCE RUN S.240 -34'W., 225 FEET, THENCE RUN N.650 -26'W., TO LAKE ADA, THENCE RUN NORIH ALONG LAKE TO POINT N.65() -26'W., OF THE POINT OF I BEGINNING, THENCE RUN S.650 -26'E., TO THE POINT OF BEGINNING. NORTH SIT Y .OF IANr DRD GRAPHIC SCALE 46 47 _ _ 1 IN. = 20 FT. �•r~ r _ ~'��" -. = EXISTING TELEPHONE LINE I z z EXISTING ELECTRIC LINE c� VICIA,ITY M4P Q �< o 0 10 20 30 40 CONSTR. TYPE 'C" INLET `n= Q GRATE ELEV. = 44,25 41 42 44 CONSTRUCT 6' C.L. FENCE 45 INV, ELEV. = 42,65 o~w � O 43 (SIGHT PROOF) WEST 331.40 FT. 46 MQ PAVEMENT � _ S, OPEVAR�Es _ , S A E SL PE 3 1I V. 18.5C INSTA 250' F . OF 1-1 2' IN, GA SERVICE—SINE 3 5OVER)"— — ,. • • -r — �•` • _ N, •— � I OUTFALL TO ry rY ��. z LAKE ADA P ❑P. GA METER — _ - ,--� - - z _ w l CONSTRUCT M T ED END I❑N - INSTALL IED LECTRIC StRVICE LI z z w PROPOSE Q v PROPOSED HWY. IMPROVEMENTS FIRE HYDRANT '-' � c� ~ N I ELEV = 41.50 (MIX 3 " IN. OF.COVER) X <- i ­— PROPOSED ELECTRIC - �^ - - w aocn �, w ��-I- `\6� SOIL CEMENT aos_ INSTALL 18' FT. F 18" R.C.P. DUMP METER AND HI]X ��,'-77 , N a X z to STABILIZED suBCRae= STER I CONST T 05 FT. ❑F 1Y IN. C 0 w j w r, 50 P.S.1., F.Q. . ;MIN. i C TE PST .20% O �-z � Li TYPICAL PAVEMENT SECTION - I S�HONEY'S �' _ - �Q w Q � q NOTE : ov cn , ERHEAD LINES AND R Y ~ O — _- ~' — a-o� UTILITY P TAPE 'C' INLET RESTAURANT d � ` _ — I � z I POLES To BE 7, LAKE l �IITH SKIMMER I 5,000 SO FT � " ,� MOVED AT OWNERS EX- Q CONSTRU - FT, ❑ 19 X30 E.C.P. z X o y PENSE IF NECESSARY. 170 SEATS O 41 43 SEE DETAIL SHEET 43 u �`" �, CT ICAL ATH SIDES) q w z o NO OFF-SITE LIGHTING ADA - I TYPE 4 CONSTRUCTION I �• I II �, z �'-' Q REQUIREMENTS. W DETENTION '- >1 -4 PROP.IWET-TAP WATE SERVICE w I BUILDING HF IGHT = 22 FEET IT ` W W W (/� r 42 42 POND E zoo Co 5 I 42 � F.F ELEV. = 46.25 -1/� I GALV. STEI[LI WATER SER 4 I o Q CAWWA C-tko LO . COV 100 YEAR FLOOD k I 4 o za :, I 46 ELEVATION - 44.5 I c I as ADDRESS. 20 cr 3200 ORLANDO DR . C. I I I 45 a 41 Z F- V WAT �E 7 43 a to +�j R SED TELEP ❑ E SERVICE I 112.00' �"CAB9A�6E PALM TOc44 44 _ 12 W BE RELOCATED �,CONST U T I R D END SECTI❑NJ I '�- 20 STOP BAf JAND SIGN T Q, 41 _ 2 _ _ 2 _ (� 121.50'\--41� DUCTILE IRON FORCE MAIN - ALL APS SHALL AA BE WET -TAPS. 143.00' _ _ _ THIS PROPERTY IS ONED C-2 - - - _ _ _ _ _ - PRESRESWITCH GENERAL COMRICAL SE INSTALL 40' FT, OF - RESTAURANT WITH NO COHO SERVED 18" R.C.P. AT ,20% I STOP BAR CONSTRUCT 180' FT. OF 5' IN. N 42 - -- ONC ETE PIPF AT 0% - .- co S T R C-= 'r' LE z---- . ,0❑NS R. YP "C" NLE 0 - •- �l GRATE EL = 4.2 w 77� _ _ _ -zU 43Fr 1 • -a 2o' 4 w • — a 86.0 0' Q • . a-1 lo' (TYP.) I I • `" o 46 z 711 47(3 I a • • ___1 i • r • ° `•` �• • ••� ���� 24 3-CONTR L B Q CIT WATER WELL BURIED CABLE 41 EAST 360 00 FT, 4210 43 44 45 0 45 LD x 46 z i. ALL PLANT MATERIAL SHALL MEET DR EXCEED STANDARDS Or" FLORIDA, + NO. 1. AS PRESENTED IN 'GRADES AND STANDARDS FOR NURSERY PLANTS', SITE DENSITY CALCULATIONS w PART 1, 1963, AND PART ?, STATE OF FLORIDA, DEPT OF AGRICULTURE. CAVALIER INN 7 x PLANT LEGEND TOTAL SITE AREA = 1.78 ACRES w BUILDING AREA = 5,000 SQ, FT. = 6% ' ZONING GC -2 TOTAL PAVED AREA = 39.200 SQ. FT = 51% GENERAL COMMERICAL USE EXISTING ELECTRIC MAIN EXISTING 6 - 12 " PINE TREE TOTAL IMPERVIOUS AREA = 35,200 SQ, FT. (SEE TREE' SURVEY & ARBOR PERMIT) AVERAGE AREA OF DETENTION PONDEXISTING TELEPHONE LINE 220 FT. AND GREEN AREA = 24,830 SQ. FT = 43% _ PROPOSED LAUREL OAK (QUERCUS LAURIFOLIA) 100% HEIGHT 14' — 16' PARKING CALCULATIONS 2 --1 /2 " TO 4 " CALIPER BASIC PARKING REQUIREMENT = 10 PARKING CES (RESTAURANT) 10 SPACES REQUIRED PROPOSED LIGUSTRUM HEDGE (LIGUSTRUM JAPONICUM) TOTAL FLOOR AREA = 2,900 SQ. FT. - 1 S CE PER 100 SQ F1. CXI VICE AREA) r9 SPACES REQUIRED EMPLOYEE PARKING = 12 EMPLOYEES DN L GEST SHIFT - 1 SPACE PER 2 EMPLLIYELS 6 SPACES REQUIRED HEIGHT 24 GAL. 3 HANDICAPED PARKING = 2 HANDICAPED PARKING SPACES PER 100 SPACES (2%)— _ 1 SPACE REQUIRED EXISTING TOTAL PARKING SPACES PROVIDED = 71 - OTAL PARKING SPACES kEOUIRED = 46 NOTE . SLASH PINE (PINUS ELIOTTI) PARKING OVERAGE OF 25 PARKING SPACES FIREHYDRANT F.D.O.T,, F D.E.R AND ST JOHNS �• HEIGHT 6 I -I/2 CALIPER PERMITS ARE REQUIRED RD U DESIGNED H, D, ANTES APPROVED __ _ _ _ _ _ DATE PF11MCT W. NOVEMBER 86037.01 DRAWN � Blount & • ' SHARP ENTERPRISES INC. - COMPOSITE PLAN Consulting Civil Engineers & Surveyi SCALE SHEET NO. ORLANDO, FLORIDA • (305) 894-3104 1 s 20 1 NO. DATE REVISION BY APPR'D. PROJECT ENGINEER REG. PROF. ENGINEER FLA. NO. 21534OF 1 I