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HomeMy WebLinkAboutSunbelt Hotel Sup. Docs'S�UNBELT CAPE CANAVERAL HOTEL 9 7m, iG-11 RN 1 LININ N =Wrr 01 IN 318 121011 COWIE 10411,0121,10 1159'1ma Blvd -Suite 102 Mailing Address,: P.O. Bar 541866 Merria Island, FL, 32954 Phone., (321) 514.6920 LICENSED BUSINESS #7'978 EMAIL; JOPIN@CAMPBELLSURVEYING, COM g ma'11,119,401 ml'llm 03, NO CENERAL STATEfENT: TO CONSTRUCT A SIX STORY, tS3 ROOM HZEL WITH A$5"TW PARKING ANP RETENTIONPOND IN A C-2 ZONING UTLMN6 CTY Or CAPE CANAVERAL RECENTLY ADOPTED 52 NA OVERLAY V"TQIC r . OMOW WILL COW,ST Or CONCRETE EXTERIOR VEARNC WA4LS, CONCRETE FLOOR& ROOF SLAB, ALL MATERIALS TO BE UTLIZED WILL BE NON CO'BUSTSLC. BULONC WILL BE EOUPPED WITH AUTOMATIC FIRE ,PR,4a4R Sysr6ri. PANAMA CITY St. AUGUSTIW- CAdNE5VUC AYTONA BEACH OCALA NEW SMYRNA BEA Tusvue ORL APE CAN"Fqk, 4 92 C Su PeTERSELR VERO BEACH ASCTA WEST PALM BEACH t. MYERS Pt. LAUMIRPALE L.AbIMAM-AEKA�= Alan D. Holt, A, S. L. A. LANDSCAPE ARCHITECT, PA FL LC#26000193 P.O. BOX 2549 PANAMA CITY, FL 32402 TELEPHONE: (850)914-3005 E-MAIL=danWandhoRodaxPm Job Number. 14027 WEST ASTRONAUT K A PORTION Or SVCTM 6, TOWNSHIP 24 SOUTH, RANGE 37 EAST, THE 41fY Or CAPE CANAVERAL- , 139.eVARP C"TY, FLORVA AND OIENC FULLY PE5CkftP AS FOLLOWS; DECK AT A PONT ON THE NORTHEASTERLY 20 -If OF WAY Ut& OF STATE ROAD 401 (A -I A 100.00 FOOT RICHT-OF-WAY, ALSO, 13eW THE MOST SOUTHERLY CORNER �PTHAT PARCEL 3 As DESCREED IN OFROAL RECORDS BOOK 3576, PACE 260, or THE PUBLIC RECORDS OFF SeEVAWD COUNTY, FL02VA; THENCE S. 37 2I-10' F. ALONC SAO OCHT WAY. 287Z9 FEET TO TINE MOST WESTERLY CORNER OF THAT 4.1786 ACRE PARCEL TO ft ONVEYW TO AJT, I -1-P., OF FL4WA UMTEV PARTNERSHIP; THENCE H. 52 38'50' E, ALONG' THE NORTHWESTERLY LINE OF SAO PARCEL, 520.00 FEET TO A PART ON THE SOUTHWESTERLY LINE OF THAT PARCEL OESCR5E0 IN SAV OF -FICIAL RECORDS BOOK 3576, PACE 2618; THENCE TK- FOLLOWING THREE (3) COURCE' ANO 06TANCE-S ALONG THE SOUTHWESTERLY iLIE OF $AV PARCEL A AND B; N. 37 21'101 W_ 270.59 FEET, N. eq 27'201 V,, 44.45 FEET; S 52 36'500" W,, 4134A2 "Xaovmqvfffi- 11111 SUNBELT -OCF, LLC "'Al N NO 0/i// M""' ®rell"', oil P�O. BOX 5566 IM Bradley, Schmidt Carn Architecture & .0e5en 0SP111ft, P49fdotft, ormxm EnvinMurm DOTHAN, AL 36302 Architecture, PLLCCONTACT PERSON: MARK ROBBINS 4223, Headwaters Lane, Suite W, Olney, MARYLAND 20832 TEL �(954) �703022 MS]z Johnf Contact Person; John Fatty Tel: (240) 447-9284 IL - MARKR*LBAPROPERTIES.COM MA Eajohnetty.com E EIMAU JOEYaBSARCHNET A%WDROOR & ASSOCIATES, INC. Civil & Structural Engineering * Inspections 580 N. Wickham Rd., Suite E Melbo:urne, FL 329:35 PHONE: (:321) 253-8233 FAX: (321) 253-8232 EB -000721 8 noel@droorassociates.c�om I PROJECT N 0: ,9014 -.1 e 111E DESIGNED 8Y. N.D. DRAWN BY: Fm CHECKED BY: N.D. DATE: 511184 � DRAWING DRAWING NO: sp— I I ; SHEET F —. J! NOEL DROOR P.E. 37259 Legal Descdptiow (As Furnished) A portion of Section 15jovitahip24 Somah, Rwjgc 17 Ust, the City of Cape CmavemL Nity described as f4fib": 154a M a point cm Ree Northeasterly right ofway line of Sumc Rood 401 (A -1,A) , a I (ON fwl Right -of -Way, a1w being dx oboat southerly coma of Ing Paredes 0 described m Official Rbecordba Book 3576, page 261 S, of the Public Rrcorda of Bmvud Coutity, n.ri'Z thence, S, 37*21'W R, a1mg sand right of way. 297.89 riect w the nwa W"terty corner of that 4',1781 wm pan -,el W he cmvcy.d to AYr. LUL, a Florida Limitod Pummhip; dtmm N. 52'38'50' E, a3mg the Nortfiwe%tcrl ling alwodpanel, 520.00 ke to a point an Oc Somthwmtefly fiChat of t puw� — " bi'�Hbod is Official R�Or& Book 357� MC 2618; 9WW4 the A and BN. 37'21'149`W',210.59 tact„ N. 99"27'20" W., 4445 fact: S. 5219'50'W ^,494.92 feet to the Point offtcginning. Al,rl"A/A('SM LAND TITLE S tjr RVEY IN A PORTION O` SEC',I]ON 15,MWNS)HIP 24 S(DUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA W , IM PI, 270.59' (D&,5) 0 ZXD V, C . ......... . N"M— IMIPCOM" h. t—Jars' v4 ','hl b', IV dP) r1 C xi .z i t4 0 W , IM PI, 270.59' (D&,5) Z OJi.B. 4107; PACE 1123 41 -VITI CASRLELI -XII tf WAY I Ok �­JAbz Pog'Dj P U,B - 125.00' (C)), A 1( fl ti Rlq'ENTION pf) Pq'+ -y' "MI'vEsIm, Mb .11 LNr, NORTHEASTERI Y M6,J f OF WAY LIKE 4" 7'2 1' (D&S) Of S1AX ROAD 40 A- I -A) 4 ' "I - "I" ' y. *� "' - I , �� 1� �v ` ZK-;� 5 -74 -7, 7 77 777 NGR`PdW[rSTER1.Y Pb(,'1 ir N WAY LINL OF n1A JrE ROAD 401 dA -"1--A) Ij C . ......... . N"M— IMIPCOM" h. t—Jars' v4 ','hl b', yP� I F P b'�" .z 14 D F N 1 J Z OJi.B. 4107; PACE 1123 41 -VITI CASRLELI -XII tf WAY I Ok �­JAbz Pog'Dj P U,B - 125.00' (C)), A 1( fl ti Rlq'ENTION pf) Pq'+ -y' "MI'vEsIm, Mb .11 LNr, NORTHEASTERI Y M6,J f OF WAY LIKE 4" 7'2 1' (D&S) Of S1AX ROAD 40 A- I -A) 4 ' "I - "I" ' y. *� "' - I , �� 1� �v ` ZK-;� 5 -74 -7, 7 77 777 NGR`PdW[rSTER1.Y Pb(,'1 ir N WAY LINL OF n1A JrE ROAD 401 dA -"1--A) Ij ... .. ... .... S TA TE RO AD A I A 111sh"N-! 'VI C t.j V� �"'v hF rA CY J Y k�r (LMA i t,j: 01 v,1 Ti( , ',ii 0"9 V k"d C . ......... . N"M— IMIPCOM" h. t—Jars' v4 ','hl b', I F P b'�" 14 D F N 1 J ebl— Iw M,, "'�­ t-' f, rl& P P"q- 11 1H f N"Y r M, t', qr I p b "d 1 1 0 NY r t R t L. V1" It" t H", No'. A �--1 �0 N�" b""' 7,—, �,y .—d 1-46 r)-A,d u 9 r7 1 4.y N C; 1d y M th., y 0� I N 0- "Id 40,0:9yeti 0 0„ long lh',! H' -1 "WA" , "b" 7.AI I , . ..... . ... ........ Ad W� m� —0 -b a 11- '1111v ".1 a e,r.i ... .. ... .... S TA TE RO AD A I A 111sh"N-! 'VI C t.j V� �"'v hF rA CY J Y k�r (LMA i t,j: 01 v,1 Ti( , ',ii 0"9 V k"d GRAPHIC SCALE I I 30 is '30 6bi 30' WEE CLEARANCE BAR W/ SIGN P05TW IN 61, H LETTER K CLEARANCE NO TRUCKS ?;7\ CATCH BASIN CONCRETE Top 3.40' PARKING SE NW NY-0.445'c5l 75.. /CONCRETE DRIVE mms qua L x MATH 9PIJND La SW E WVND USX GAS I, TAX ID, #2443981 OWNER: CHARLES HELEN PINDZIAK 'H. PAV. MARKNO TRUCKS' S 17 i7n sq, i ff.1721 Womom"Wa7`1 0 — " . -1 MAX. SLOPE H2 SITE PLAN PeOU12SPlIENTS (TYP.) - 5E -E X-Im owr'IEZ .35 WIDE CLEARIANCE,P20POSED ASPHALT E. STEPHEN %TROw MOOR & ASSOCIATES, NC. BAR W/ SIGN P051 -GP (D PAVNC - SEE PETAL 3605 CLEIENWOOP AVE., SUTF 40 550 N. WICKHAM RD., SUITE 6 CTR" IN 6' H. LETTER Rk-ECK NO, 27612 MELBOURNE, FL 32935 PROPOSED CONI STRUCTURE CONTACT PERSON: MR, STRaV CONTACT PERSON: NOEL MOOR OVER DRY UNDER GROUND RETENTION TEL_ (321) 253--823.3 CE POND, %* DRAINAGE PLAN & PET I FAX (321) 253-6732 CLEARAN OP, DRAINAGE W-ETS NO TRUCKS SEPRE DRAKACE PLAN SURVEYM: APPLICANT. Ln CAMBEILL. 5URVEYNC %llNBELT_OCr_' LLC WlVlw� _- Warne URE STATE ROAD A -1 - MR&W011 ffm ELM 115 ALMA OLVD, 51.11TE fE P,O, BOX 5566 DOTH^ AL 36302 50C TUI STORAGE ENCLOSURES 114.mmy WALL ON ALL 3 SIDES HALING ADDRESS P.O. BOX 541866 MERRITT ISLAND, H, 32954 CONTACT PW,50M MARK POIERNS SNAPPER RVol T M 0.2 a DaST. SAN. SEWER MANHOLE (D 30, ENC, C;ZADE STOP SIGN HI-#-ffENStTY TYPE R-1- 1 I CITY OF CAM CANAVKAL CONTACT PERSCk JOHN CAI-P8DU TEL. (454) 770-3022 RD TOP 7.1®" PER PPOT STANDARDS (TYP.) SEE PETAL 1!2� R 2on", R, TCE, (321) 514-6420 EMAL, MARK@LBAPROPURTV5.COM NORTH I NV=2,135' SOUTH IN 130, V_2.(� LEGAI, x_$CRpwKl 24' S" WM 5109 BAR GEORGE KING BLVD. WEST INV= TtIERHOPLAST11C (TYP.) W/ SOLID WHITE STRIPING (7YP,) - SK- PETAL CAUSWAY ASTRONAUT SLVV:-� PCLLOWS; OC 30 LF. DOUBLE YKLOW 6 PROP" 5'W x 4'0 CONO. SIDEWALK AREA STRIPE THERMOPLASTIC (TYP,) SM ALONG INTE93M COURT YARD 401 (A -]-A), C Or, THAT PARCEL 5 As DESCRIBED N ofFICIAL RECORDS 13OCK 3$76, PACE V HEADER CURB (TYP�., DEPTH VAR" TO ACCOMMODATE! EKI T. U4 -V, SEE DETAIL PROP. 6'W . 49 CONC. SIDEWALK THICK. ?610, OF THE PUBLIC 9E -CORDS OF EREVAPD COUNTY, FLORIDA," THENCE 5, 37 21'10' E., ALONG SAID RICHT WAY, 241.59 FEET' TO THE MOST WESTERLY C091,IER Or THAT MY RETENTION POND AVE, ALONG PARKING W/ 4.1751 ACRE PARCEL, TO BE CONVEYED TO AJT, LTD." OF FLORIDA LMED PAPTNM94P, PEE MANACE PLAN & SECTIONS HARJSQN 6V PROPOSED HIC5yroa THENCE K. 52 3650' E.. ALONG THE NORTHWESTERLY ULE OF SAID PARCEL, 520,00 op PROP. POOL AND PECK AREA 5r -RHOPLASTIC MARKING TOr w_ - T !2' H. PAV. MARYNG PLAY COURT AREA SEE ARCH. DWC'S FOR SEE TYPICAL DETAIL L FILLMORE AVE. WO TRUCKS* PET. IDECEL LANE AUCN41 THE FOOT R/W. 591 PLAN HIC POLE . .. ....... & SECTIONS FOR DET. - PETAL (YTP.) SEED 9' A CESS RA'W' VICINITY MAP 0 — " . -1 MAX. SLOPE H2 SITE PLAN PeOU12SPlIENTS (TYP.) - 5E -E X-Im owr'IEZ .35 WIDE CLEARIANCE,P20POSED ASPHALT E. STEPHEN %TROw MOOR & ASSOCIATES, NC. BAR W/ SIGN P051 -GP (D PAVNC - SEE PETAL 3605 CLEIENWOOP AVE., SUTF 40 550 N. WICKHAM RD., SUITE 6 CTR" IN 6' H. LETTER Rk-ECK NO, 27612 MELBOURNE, FL 32935 PROPOSED CONI STRUCTURE CONTACT PERSON: MR, STRaV CONTACT PERSON: NOEL MOOR OVER DRY UNDER GROUND RETENTION TEL_ (321) 253--823.3 CE POND, %* DRAINAGE PLAN & PET I FAX (321) 253-6732 CLEARAN OP, DRAINAGE W-ETS NO TRUCKS SEPRE DRAKACE PLAN SURVEYM: APPLICANT. Ln CAMBEILL. 5URVEYNC %llNBELT_OCr_' LLC WlVlw� _- Warne URE STATE ROAD A -1 - MR&W011 S=fl WNV 1� SAN. SE- r NOEL DROOR 7 STOP TOP- 5.91: P,E, 3259 GAS MAIN sxmrx awaNu m" L.RNf SCALE 1' 30 E. -Cl. �1�111 GAS MAIN GAS MAIN PPOPL75ED PLI & 115 ALMA OLVD, 51.11TE fE P,O, BOX 5566 DOTH^ AL 36302 STORAGE ENCLOSURES 114.mmy WALL ON ALL 3 SIDES HALING ADDRESS P.O. BOX 541866 MERRITT ISLAND, H, 32954 CONTACT PW,50M MARK POIERNS I CITY OF CAM CANAVKAL CONTACT PERSCk JOHN CAI-P8DU TEL. (454) 770-3022 ORDNANCE - SEE MTAL TCE, (321) 514-6420 EMAL, MARK@LBAPROPURTV5.COM PROP.. 5'W HIC AISLE LEGAI, x_$CRpwKl W/ SOLID WHITE STRIPING (7YP,) - SK- PETAL 4, PORTION OF %=N IS. TOWWSI'W 24 SOUTH, RANGE 31 FAST, THE CITY Or CAPE CANAVERAL, OftVAIRD COUNTY, FLORIDA APO DEN; FULLY M5CRMV AS PCLLOWS; PROP" 5'W x 4'0 CONO. SIDEWALK AREA BEG14 AT A POINT ON THF- NORTHEASTERLY PJQHT OF WAY LINE OF STATE ROAD A 100.00 FOOT PJGHT-OF-WAY, ALSO, BEING THE MOST SOUTHERLY ALONG INTE93M COURT YARD 401 (A -]-A), C Or, THAT PARCEL 5 As DESCRIBED N ofFICIAL RECORDS 13OCK 3$76, PACE PROP. 6'W . 49 CONC. SIDEWALK THICK. ?610, OF THE PUBLIC 9E -CORDS OF EREVAPD COUNTY, FLORIDA," THENCE 5, 37 21'10' E., ALONG SAID RICHT WAY, 241.59 FEET' TO THE MOST WESTERLY C091,IER Or THAT ALONG PARKING W/ 4.1751 ACRE PARCEL, TO BE CONVEYED TO AJT, LTD." OF FLORIDA LMED PAPTNM94P, ePCE ALONG THE PARKING SPACES THENCE K. 52 3650' E.. ALONG THE NORTHWESTERLY ULE OF SAID PARCEL, 520,00 op PROP. POOL AND PECK AREA FEET TO A PART ON THE SOUTHWESTERLY LINE OF THAT PARCEL DESCRIBED IN SAID PLAY COURT AREA SEE ARCH. DWC'S FOR ; THENCE THE FOOWNa TREE (3) COURCES OPIH0AL RECORDS BOAC 3576, PAGE: 260LL AND DISTANCES ALONG THESOUTHWE3Te9LY Utr� Or SAID PARCEL. A AND 5; PET. IDECEL LANE AUCN41 THE FOOT R/W. 591 PLAN N. 37 V'10' W,, 270.Sq f�EET; N. 814 27'20' W., 44,45 FftrI $ 52 313'5G' W,, 454A2 FEET TO T14E POINT OF 51ECINNINC, & SECTIONS FOR DET. MOPOSED FIRE HYDRANTS, SEE UTILITY DRAWINGS GENERAL STATEMNT: To CONI k 51% STORY, 153 ROOM HOVEL WITH A55OCATED PARKING AND RETENTION POND IN A C-2 ZONING UTILIZINC OTY OF CAPE CANAVERAL RECENTLY PROPOSED METER & DOUBLE DETECTORADOPTED 5Q MA OVERLAY DISTRICT. BUI WILL CONSIST OF CONCRETE EXTERIM CHECK VALVE, SEE, UTILITY PLAN BEARINC WALLS, CONCRETE FLOOR & ROOF SLAB. ALL MATERIALS TO 136 UTILIZED OU PROPOSED LFT STATION. 5r* UTILITY PLAN & ' FIR WILL ft NOW COMSUSTASLE. BULPM WILL. BE ROWED WITH AUfOMATG _.E LIFISTATKIN DRAWINGS FOR PETAL SPRINKLSIZ SYSTEM. AP99OX, LOCATION OF ELECTRIC BULDNG HEIGHT: 65 TO ROOF FROM OUTSIDE AVERAGE FINISH CRAVE C�� Z TRANSFORPER PROPOSED BLAZIC SM. SME AND klEtCHT5 ZONNC : C-2 ADJACENT ZONI CL 514ALL Be ACCORDING TO CITY OF CAPE NORTH. C -E WEST. S.R. A -I -A CANAVMALSIGN ORONANCe SEPARATE SIGN SOUTH: C-2 EAST: M-1 OX Komi LS OJI DIRECT" ARROW, (THMIOPLASTIC 0 DRIVEWAY LOC.) SETBACKS (BASED ON, OVERLAY VISTR WCOLA"tIEP: AW6EV : (m) �4 �4 EAST (REAR) 150 WEST 173AF PAY0FNI MARKING. NORTH �=) '25,0' NORTH ~55.8"SOUTH 25L0' SOUTH 62.7 u:1 PROP.. FLAG POLE WEST (FRONT) 150 EAST 54.3' SITE AREA = 354 AC. PROP. POWER POLE LOCAMN PROPOSED CONDITIONS: EXIST. SIDEWALK TO BE REMOVED & RELOCATED FROX-Cl AREA = 3.54 Ar. 09 54,702 $,1-, 42' H. HANDRAIL ALONG THE SOCE OF PAV. BUILDING (IST FLIZ 2007 S.F.- 0.455 AC, 13.7% B Li PAVING 84,620 Sf.. I94 AC.- 54.13Y POP UP SrQUG-rU.ZE BEL VAULT SIDEWALK tX16" 2,583 SS- 0.06 AC- 1.7% INTMOP. 44.1070,044 AC7 CONIC. APRON ON ALL 405M, SEE DET. PROVIDE WELTS & PIPIES TO FILL N EXIST. PPOT PO AD SIDEWALK ,- .77 POOL. PECK 3X7 S.F. 0.058 AC- 2.05% POOL AREA 1411 SP, 0,035 AC.- Lo7y <Z5 LLA w SPE SWALE IN ORDER To CONSTRUCT THE OSCEL LANE SPORT CT. 56 S.F., 0,036 AC- I,O,L% [L. TRUNCATED pomr, PER FooT srAwkeo, SEE PET. TOTAL FVWVMS 115,795 3F'_ 2.71 AC- 77.0% DECORTIVIE RETAINING WALL, SEE PETAL TOTAL PEWAOLO 35,407 5,P, 0.80 ACL_ 2.3.0% . . .... __ PROPOSED EKT, POLE LII SEE LICHTIN4 PLAN TOTAL 154.202 511.- 354 A-.- -100% 0"PROJECT NC: PARKING MOORED: " SPACES 2014-12 TRE 5rog, SEE DET. HOTEL I SPACE / PA. UNIT I SPACE / (EA. UNIT / 12) TRAFFIC SEPARATOR AT EACK PAkO4O SrOPNI (63 UNITS x I) - (153 UNITS / 12) 1 =166 SPACES FILE NO: I BI 4Fe FOOT DET. PARING PROVVEP. 215, NCLUDINC 7 HANDICAP SIGN ATTACIIIED TO LIGHT POLE 'P PERMITS: ST. J04IN'S MANAGE PERMIT REVD FOOT k,W USE MR11M IZEQ`O (NO TRUCK PAWING) FDOT DRIVEWAY PIERNIT MOD CITY OF CAPE CANAVERAL DTE MAN APP. DESIGNED BY: MD. 5-x9' CONC. PAD FOR On RACK I`DEP WASTE WATER PERM PkQD FMP ORNKW 'WATER PERMIT RJEOD DRAWN BY. rm - - --- ---------- In— CHECKED BY: N.D. DRAWING NI c— OF S=fl WNV 1� SAN. SE- r NOEL DROOR 7 STOP TOP- 5.91: P,E, 3259 GAS MAIN sxmrx awaNu m" L.RNf SCALE 1' 30 E. -Cl. �1�111 GAS MAIN GAS MAIN 253'-2 i�f2" 07'-G 1f2" PROPOSED GROUND FLOOR PLAN CAPE ► >4 r' 1 FLORIDA J➢ y n ra~ Q, 7,77 NO. 1415 FILE NO: DESIGNED BY: DRAWN, BY: CHECKED BY. DATE: Exr".➢'1/14 DRAWING NO: A -- I SYiEf7 GF EXTENDED SIHORTLOUBLE SUITE ODUNT KONG KING KING DOUBLE DO',IBLE STUOIC SUITE ACC- RING AGC. MING ACC. DBL, 6UILDING 5C➢U AAR€F(1QTnG,_i � SO -ARE FOOT STUDIO SUITE SU�I1'E" 4UUEN SUITE QUEEN SUITE' EXTENDED" STUDIO SLI17t� QUEEN SUITE TOTAL BY FLOOR GROUND FLOOR 8 0 2 0 0 3 1(R0LL-IN) t(R0LL-IN) 0 1.5 GROUND FLCOR 29.707 SOFT, SECOND FLOOR 4 4 4 2 0 5 0 2 0 26 SECOND FLOOR 17,854 SQ.T7.k. THIRD FLOOR 9 4 4 2 0 5 0 2 2 28 TiIRO FLOUR 18,:5+9! SOF FOURTH FLOOR 9 6 4 4 U 5 0 0 0 28 FOURT7H FLCOR 18,435 So FT FIFTH FLOOR 9 6 4 4 0 5 0 0 0 28 nFT'H FLOOR 9$.455 SO FT SIXTH FL©M 9 TO O 2 2 5 0 O O -2 28 SIXTH FLOOR 15,165 SR.FT, TOTAL 53 30 18 14 7 28 1 5 153 TOTAL 112,589 ILQ.FT, FLORIq.�, ODA- 6 MOBILITY ROAMS —'a. ROLL -IN 'SH6YF"RS - e TOTAL AGA ROOMS `!?...ir18 - UF'F.N PD LG8BY 14 GLI`ST SUI SES 11TH ADDIBLE &�. V15'U AL C', UN, 11ON FEl"RE, ARE REQUIRED y n ra~ Q, 7,77 NO. 1415 FILE NO: DESIGNED BY: DRAWN, BY: CHECKED BY. DATE: Exr".➢'1/14 DRAWING NO: A -- I SYiEf7 GF 16LIE -'UNT"T153 HOTEL CAPE CANAVERAL MAXIMUM 150 SQUARE FOOT SIGNAGE AREA EACH SIDE, ---` METAL COPING TON "AI'LCOLOR EXTERIOR FIRED BY MATCH FINISH OF M, 4.7 MANU Y OPE GARAGE DOOR TO E SPACE CURB UP OR FLUSH GRADE LML - CON -REFER TO SITE PU itA790 MCITma I J -D' 1 61-W 1 3"-0= PLAN - EXTERIOR REFUSE RECEPTACLE / STORAGE Ii WALE1w.1w 1. VERIFY DRAINAGE REWIRSMENTSVIATHIHEALTH INSPECTOR 2 PROVIDECELINGMOANllTEDLIGHT AND DUPLEX OUTLET IN MRAGE 3, DUMPSTER ENCLOSURE EXTERYYI FINISH ..GHFNlSHOFAWN HOTEL SUREING 4, ADDITIONAL SPACE MAYBE NEEDED FOR RECYGUMOF$IGNER TOCOORDINATE REQUIlEENCHTS WITH LOCAL SERNA05 REINFORCED MASONRY FIM FMAUETTR STEEL PIPE BOLLARDS PILLED W) CONCRETE EXTERIOR FINISH SYSTEM MY REINFORM MASONRY PIERS 1711GATIP11111ACISCI III .-I-E SLAB — ... a. MINIMUM TURN COM SLAB EDGE . EXTEND ffy-T MINIMUM BEYOND ENCLOSURE 3mmELEVATION- EXTERIOR REFUSE RECEPTACLE / STORAGE A "I'll90 SCALEIA'al-v STEEL GATE POST iEAM SHE DOIGIONAL BRACING WESTERN RED CEDAR OR EQUAL LOCKABLE HASP ORCP ROD, I, DIAMETER X Zr LONG WITH 90 DEGREE SEND TREATED WOOD ALOWNGATTOP - VVAIFURTI HT STANDING SEAM METAL OF 8"Ll BLOCK AS REQUIRED ROOF ON G30 La FELT PAPER CAR E XT. GkLv. Gu 7EN AND DvMLEPOUT------- GNADrpLyWOGDONMEjNULC STUDS METAL CORING TOMATCH ADJACBT----,,, BLOCK �QENUSEE cUNTLNvoES REGLEr AT ROOF FOR WAIL COLOR SLOPE C COUNTER FLASHING REINFORCED IMI WALL THU-& ON EXTBIH'ERPERIORFACWE�ALOR SIDES Of GLNLY- PAINT PAM INTERIOR SIDE ll�/7 F WALL TYR CL AR 111, �—A 7,111 OPT Et x x 4" __j I I L Pi FLOOR / OVERHEAD TRACK POSE BIB DO CD itA790 MCITma I J -D' 1 61-W 1 3"-0= PLAN - EXTERIOR REFUSE RECEPTACLE / STORAGE Ii WALE1w.1w 1. VERIFY DRAINAGE REWIRSMENTSVIATHIHEALTH INSPECTOR 2 PROVIDECELINGMOANllTEDLIGHT AND DUPLEX OUTLET IN MRAGE 3, DUMPSTER ENCLOSURE EXTERYYI FINISH ..GHFNlSHOFAWN HOTEL SUREING 4, ADDITIONAL SPACE MAYBE NEEDED FOR RECYGUMOF$IGNER TOCOORDINATE REQUIlEENCHTS WITH LOCAL SERNA05 REINFORCED MASONRY FIM FMAUETTR STEEL PIPE BOLLARDS PILLED W) CONCRETE EXTERIOR FINISH SYSTEM MY REINFORM MASONRY PIERS 1711GATIP11111ACISCI III .-I-E SLAB — ... a. MINIMUM TURN COM SLAB EDGE . EXTEND ffy-T MINIMUM BEYOND ENCLOSURE 3mmELEVATION- EXTERIOR REFUSE RECEPTACLE / STORAGE A "I'll90 SCALEIA'al-v STEEL GATE POST iEAM SHE DOIGIONAL BRACING WESTERN RED CEDAR OR EQUAL LOCKABLE HASP ORCP ROD, I, DIAMETER X Zr LONG WITH 90 DEGREE SEND TREATED WOOD ALOWNGATTOP - VVAIFURTI HT STANDING SEAM METAL OF 8"Ll BLOCK AS REQUIRED ROOF ON G30 La FELT PAPER CAR E XT. GkLv. Gu 7EN AND DvMLEPOUT------- GNADrpLyWOGDONMEjNULC STUDS METAL CORING TOMATCH ADJACBT----,,, BLOCK �QENUSEE cUNTLNvoES REGLEr AT ROOF FOR WAIL COLOR SLOPE C COUNTER FLASHING 3 U E:D u u PROJECT N07 1415 FILE NO: DESIGNED BY. DRAWN BY: CHECKED Sy: DATE DRAWING ND:: A -- SHEET OF 0 ALL INTERIOR CMV SURFACESPAWTED—i EXTERAORRM MSH SYSTEM IE I'S I AT MURIDRBL0SKWA"TD IV MATCH THE MXN HOTEL BUILDING 6 F;LLED BOLOADS - PAINTED OIAMETERSTEFt PIPE, CONCRETE— .. FREINFoACED CMU Wi TRUSS TYPE RFIMFORCIFkO REINFORCED CONCRETE SLAB ,---GRADEMNNTXNPUSITIVEDRANK�E TURN SLAB EDGE DOWN -TURNzLAS EDGE DOWN 1r" EXPAN901440111' NSF"TOR—Lf�::�� REINfORCEOCONCRETE" CONTINUOUSSLAB' MNDrrON MAY vARy - RE" TO SITE PLAN SECTION- EXTERIOR REFUSE RECEPTACLE/ STORAGE �-P'ROPOS,ED PYLON SIGN ��oo 3 U E:D u u PROJECT N07 1415 FILE NO: DESIGNED BY. 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MIN. O.C. 2. SPACE GUY LINES AT 120'. 28 SEE PLAN FOR HEIGHT.. TUCK EDGE OF MULCH 1.66 iT S' CLEAR TRUNK 1.15 MULCH 21" CLEANLY PRUNE ONLY DAMAGED, Lai 0z lsx- 512 24' Or 04SEASED AND/OR WEAK BRANCHES. w 30"OIL 211 1 .185 PLASTIC HOSE OVER WIRE. 30" 2* X 41 CHOCKS DO NOT NAIL TO TREE 32" 0.C. 12 GAUGE GALVANIZED WIRE GUY ONES. TIQ "TEN ONLY ENOUGH TO KEEP FROM DIMENSION, 2 METAL STRAPPING AROUND CHOCKS Y, (SHRUB 'A7 SPACING) + 4 ("1 "B' SPACING) + SUPPING,PINn, ALLOW FOR SOME TRUNK 41* GALVANIZED FASTENER .1k CSHRUB "A" SPACING) . 1.5 MOVEMENT. SHRUB -A TYPICAL EDGE OF BED {TURF. SIDEWALK. BACK OF CURB, ETC.) TOP Of ROOTBALL LEVEL WITH SURROUNDING GRADE. 4'S" 2" X 4" PROP. STAKE 54" 2' X 4' GROUND STAKE, EARTH SAUCER BEYOND EDGE OF GALVANRED FASTENER ROOTEIALL 4T REMOVE CONTAINER BEFORE PLANTING. CLEANLY PRUNE ANY ENCIRCLING ROOTS. PLANTING MIX I MULCH117 r7�a EARTH SAUCER BEYOND Ll - I EDGE OF FOOTBALL. IIE" 2'-0' 2X2 WOOD STAKE DRIVEN GI EDGE OF ROOTBALL REMOVE WIRES AT END OF FIRST GROWING SEASON. 11 IS IN PLA"RooTEALL G, REMOVE WRAPPED .LLA i COMPACTED SUBGRADE COMPLETELY BEFORE PLANTING. 711 BACKFILL WITH NATIVE SOIL. HAND TAMP AND WATER TO ELIMINATE AIR POCKETS. 9 151 ILE SUBGRADE OVER -EXCAVATE PLANT PIT THEN MOUND COMPACTED SUBGRADE AND TAMP SOIL TO SUPPORT ROOT BALL. 'LEANLY PRUNE ONLY OAMAGED, )ISEASED AND/OR WEAK BRANCHES. IOP Of ROCTBALI.. LEVEL WITH OR SLIGHTLY ABOVE SURROUNDING GRADE. FEMOVE CONTAINER BEFORE PLANTING. CLEANLY PRUNE ANY ENCIRCLING ROOTS. MULCH 'IMPACTED SUBGRADE BACKFILL WITH NATIVE SOIL HAND TAMP AND WATER TO ELIMINATE AIR POCKETS. OVER -EXCAVATE PLANT PT, THEN MOUND AND TAMP SOIL 70 SUPPORT ROOT BALL. �6CONTAINERIZED SHRU13 PLANTING DETAIL LP2 SCALE: NOT to SCALE t—s'\ MULTI -TRUNK TREE PLANTI NO DETAIL P., USE ONLY WHEN PLANTS ARE SPACED EQUIDISTANT FROM EACH OTHER AS SHCW14 -Y--- -y- SPAMO v Flow NUMBER OF PLANTS I O.C. 5.2 4161 O.C. 899 28 10' O.C. 8.66' 1.66 iT S' CLEAR TRUNK 1.15 FLORIDA FANCY 21" VARIES Lai 0z lsx- 512 24' Or 20. w 30"OIL 211 1 .185 ae. Or• 30" VARIES SPACING VARIES (:I) GR,O'UNDCOVER PLANTING V211 SCALE: NOT TO SCALE REMOVE PLANTS FROM CONTAINERS PRIOR 10 PLANTING FINISH GRADE MULCH 2' LAYER OF COMPACTED SOL FOR MASS PLANTINGS UNDI'STURSCO SU03RACE PALM TREE STAKING DETAIL SCALE NOT TO SCALE CLEANLY PRUNE QWAGIILV, DISEASED AND/OR WEAK BRANCHES. DO NOT PRUNE CENTRAL LEADER. TOP OF ROUT19ALL LEVEL WITH OR SLIGHTLY ABOVE SURROUNDING GRADE EARTH SAUCER BEYOND EDGE OF FOOTBALL. REMOVE CONTAINER BEFORE PLANnNG. CLEANLY PRUNE ANY ENCIRCLING ROOTS. NOM- IF ROOTS ARE BALLED AND BuRLAPPIED, REMOVE WIRE BASKET, ALL 11=1R= FIT- ill — I L p STRAPS AND TOP V3 OF BURLAP. COMPACTED SOBGRADE BACKFILL WITH NATIVE $OIL. HAND TAMP AND WATER TO ELIMINATE AIR POCKETS. —OVER -EXCAVATE PLANT PIT. THEN MOUND MIN. 2 AND TAAWIP SOIL TO SUPPORT "I BALL- 2 PLANTING Q2 SCALE:_� TO SCALE 1A8Q2Q6eLJ9.QFM GREEN 1,000± S.F. WCLUDINO 10% FOR WASTE ST. ALI SOD STENOTAPHRUM SECUNDATUM 252 'NEW COLD' LANTANA LANTANA CAMARA 'NEW GOLD' I CAL 3' O.C. 252 SEASONAL COLOR 4' 0118 10" 01C. 589 SAND COROGRASS 0 SPARTINA BAKUH #1 CONTAINER 42* O.C. 259 PURPLE MUHLY GRASS 0 MUHLENOERGIA CAPILLARIS Il CONTAINER 42' OC, 192 DWARF YAUPON HOLLY 0 ILEX VOMrTQI 'NAVA' J3 CONTANSR X" O.G. 790 DWARF INDIAN HAWTHORN RAPHLOUSPIS INOICA 43 CONTAINER 30" O.C. 155 'KNOCK -CUT' ROSE ROSA TKO' #3 CONTAINER X O,C. 30 PHILODENDRON PHILODENDRON SELUOUM #7 CONTAINER MIN 3 STEMS SPACING AS SHOWN 106 JAPANESE YEW PODOCARPUS MACROPHYLLUS #7 CONTAINER Y D.C. 33 CHINDO SWEET VIBURNUM 0 VTBURNUM AWABUKI *IGHINDO' #7 CGNTANER 4' OC, 192 OWARP WALTER VIBURNUM VIBURNUM OBOVATUN 'MRS. SCHILLER'$ 0cliGHT, 07 CONTAINER 30- HI V OC. 15 'MUSKOGEE' CRAPS MYRTLE LACERSTROEMIA INDICA 'MUSKI #30 CONTAINER MIN. 3 STEMS 0 1' CAL. CABBAGE PALM 5 POINTS AL PALMETTO I*' HEIGHT STAGGERED 10 MINIMUM DIAMETER TRUNK, NO SCARS OR BURNS FLORIDA FANCY 25 LIVE OAK 10 POINTS 02ERCUS VROINIANA 4 CAL 10' TALL MINIMUM FLORIDA FANCY I BALD CYPRESS TAXODIUM DISTICHUM 3•' CALIPER 23 SYLVESTER PALMS SPACING PHEONIX SYLVESTRIS MIN. 2 12-14' CLEAR TRUNK STAGGERED FLORIDA FANCY 15- I CANARYISLAND DATE PALMS PHEONIX CANARIENSIS IB' S' CLEAR TRUNK 14, FLORIDA FANCY 21" VARIES EGIIO- T 37 Q.C. 24- VARIES 23" (SHRUB _B_ SPACING) +..5•• 27' SHRUB V, TYPICAL 27' 42' D.C. 30" VARIES 32" 0.C. 33- DIMENSION, 2 35" Y, (SHRUB 'A7 SPACING) + 4 ("1 "B' SPACING) + a 41* DIMENSION 3 .1k CSHRUB "A" SPACING) . 1.5 45" SHRUB -A TYPICAL EDGE OF BED {TURF. SIDEWALK. BACK OF CURB, ETC.) 1COMMON DIMENSIONS (ROUNDED 70 NEAREST' INCH) SPACING DlIoL I MIN. 2 DqM. 3 IL O.C. 15- VARIES B' B" OIC IB' VARIES 14, 2* O.C. 21" VARIES is' 37 Q.C. 24- VARIES 23" 41, O.C. 27' VARIES 27' 42' D.C. 30" VARIES 32" 0.C. 33- VARES 35" 54" O.C. 38- VARIES 41* 5" O.C.9. VARIES 45" _66 O.C. 6, D.C. 4'S" PARIES 54" BUILDING i PLANT LAYOUT DETAIL LP2 SCALE: NO SCALE z �4 -4 Ez; CL, EQ E-1 P E� D� ED LL C�) LLJ <z PROJECT NOI 2014-12 FILE NO: D:\DWG\2014-12 DESIGNED BY: N.v- DRAWN BY: FAP CHECKED BY )VIV, DATE: 5/11/14 DRAWING ND: L; 2 SHEET OF NIOEL70ROOR "HOON FI 37259 I AA � '4.2 '3 2, 2 '1. rl MKO MH' MH, %.s *6. 2 '.6 '4, 2 ,.,u I IU I 4.9 7.5 ".5 �.8 c, ',.1 %.5 %�l �,3 1 6 �. 3 �.fi '2A 6 0 'A '1. 4 2 '4 '8,$ *1 5 12.2 4.2 4.6 1, %.1 '.2 4.5 1 3 1� .7 4.c '4 0 '4.s 1 4 E P 3 .4 2.s S.Q a77 -18-770- A E 3 L _.......m.,....._..To E MH, 3 MH: 3 i1.4 1 9. 1 '3. 1 'A 4.6 +4.0'1, 4 im.6 s ---T ---I -T . *10.2 L,n 1 % R .0 +3,4 0 S0_, `15.',a 2 ',0.5 J)., J, '4.] S.: D 7--17-1.2 74 10. 0 '2, 71 .3 0 --c % '3 2 E V, M H: 3M,, w.4 1 $.6,.< A 0 E -F LA E. ....... �A MW 3 M +6.17MH: 3 L 7LL . W as 7 ).7 5 '10, 2 E MH: 3 ST, .9 Q 0 7. ti, 1 E 4., 1. "s.: 3., MR 3 '6 1 15, . . . . . . A J. I �'2,1 1*2 8 L J'Z 4 1 *2 2 2 �4 '14 4.b 5 3 '4. 3A .2 e.l '1 2 4 4.1 'J" 4 '75 t 7 0 4.6 P, ".7 1., 4-7 2. 12., '5 4.1 4 4.7 4.7 G.2 4> �.7 3 *3 3 .7 3 T5 .3 6 �4 No n - UH, am CC 2 0 - CL PROJECT NO: 2014-12 FILE NO: D:\D7fG\00J4-JZ DESIGNED BY: N.D. DRAWN BY: FAI CHECKED OY: N.D. DAM 5111114 L DRAWN�GNO: j E-1 SHEET OF NOEL DRODR P.E. 07259