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HomeMy WebLinkAbout1997 - Addition Site PlanADDITION TO FIRST PRESBYTERIAN CHURCH(USA) OF SEBASTIAN 1405 LOUISIANA AVENUE john h. dean, ARCHITECT AND ASSOC., P.A. A.I.A. ae(�LL �ll��l a JUL 4 1997 1 i �i 1t`tlptt&P 11;mr6 u@nolt,%, bM"CB'J to O COMPNCT er?vncT 9 -.- I �tJiDE CONCRETE PAK P NG 3CCTION Pk\JI N G SECTION 4" tJlI7� � F>lltl't><D STQIP� PpinrcO 51zt,oe 1- SIX (6) INC11 'THICK IM)CiI7# US SUBGRADE MIX11) 1. SIX (6) INCIIFS THICK IIC,*_XA20JUS SLIKRADE AND SFABiLI'LII) TO A F[t)RIDA BEARING VALUE MIXFZ AND STABILIZEEI TO A FLORIDA BEARING (FHv) OF 50 PSI MINIMUM AND COMPACITD Tt) A VALUE (MV) OF 50 PSI MINIMUM AND "IPACTEI) MINIMUM OF' 9Ff,t OF MAXIMUM DENSITY (AASInl) T180) TT) A MINIMUM ()F 98`b OF MAXIMUM DENSITY � ^� h 2. fTR NON-INI)U RIAL USE, A 4'" WICK REI3�- (AASIM) T180). H F()RCED CX.)II(3iF M PAVEMWT. ALL CIAU .I;'IE TO W, 2. SIX (6) INCHES THICK LIMEROGK OR C136NM . a - REQ D b r8RIGi D l: •a .3000 PSI IN 28 DAYS (AASIfP) 'r(723). ALL MATER_ 0OQUINA BASE COMPACITII TO A I , MAXIMUM U CON, N114CL IALS, UMITUDINAL, TRANSVERSE AND CONST MMI(NI DISiSIIY (AA.SIf[i) T-180) 01I A SIX (6) INCII CON\JUECI y SMOP i J(} STOP INT IOCATION, MATTRIAL PLACLN NI', AND FINISH- 7111CK SOILrCF3MFNrFAF BASE HAVING A MINIMUM 1 - _-- RA;SIIALL BE AS IdITAKENDED BY THE I1(1M_JW 7 DAY CC.WRESSSIVE SiWICinl OF 300 PSI AND FACE or I - I ,- ------ Fecr Of,CEMENT ASSOCIATICU AND TIIE (X)NCREE PROMOTIONAL C ACM) TC) 9K MAXIMUM DENSITY {USSM I QSpusCT A5Ptt&Lt I 3�6I•Tb . ) 00 COKWOE j - y 04 CONtQ;TE COUNCIL OF FIORII)A. AT LEAST 3 COMPtt IENS1VE AASlfii) T-180). STRFNMI CYLINDEF? SAMPI- S S VdJ, BE TAM FUR 3. D.O.T. APPROVED BITUMINOUS PRIME O(Wr OF EVERY 10,000 SQUARE FEET OF PAVEMWr, C H 5 PER JOB; WHICI LYM IS GREATER SIIALL APPLY. SLUMP C12AI)E RC-70 OR RC-250 APPI IID FROM ,10 SHALL BE 2 TO 4 LNCBES (AASIM) T-119). COM- TV) ,15 GALLIONS PE12 WARE YARD. TYPICLL P6&ING TyPICLL PtiR.KIrIG DLT LI L IVMSIVE STTIENGiN SHALL BF. R >nM) FC)EI 7, 14, 4. GAPACM 1-INCH THICK D.O.T. TYPE 11 DUTbIL \JITH LhND_A)CLPL CVLP_4�NG AND 28 DAYS AFTER PLACEMENT. AS141ALTIC CONCRETE SURFACE COURSE. NOTI-% TENPIN[; or THE ABOVE FUMBLE PAVESr ENT CONSTRUCTION SHALL BE BY AN N()TFS TiUi FS IND151MENT TI`SI•ING LA13CIlATORY APPIUV ) 1. STRIPES 7U BE PAIN7I4) WITH TRA FFIC AFFIC 1. STRII'FR `A)T73 BE PAIN) WITIi RTII'rE TIIAFT'IC -' BY THE ENGINEE1t. -w PAINT. �j }- PAINT'. L ALTLv— Ni�-Tt) 2. 711E CONCRETE WHEEL STOP TC) BE STANDARD 2. THE CIXICRI:rE WHEEL SRF TO BE STANDARD \ PRECAST, 6 FT. IkM SE)CI ION ST-0MJ tC) I (tIx VCl , G FT, L[lK CEC[ ION SI�tTiZIIJ TO THE PAVM Tr IN THE LOCATICNI SIUWN WITH TILE PAVEMENT Ili THE 1 VATION i(31YN WITH �j f� TW0 9-INCH LOW NO. 4 REIIARS. TNO 9-INaI U_G N). 4 REM?S. G �' 3 e�r 'yam ,_ � 'T 7Z � oAK� _- S-4,11) '300 PARKING shrill be installed 00 to subsection 20A-8.5(E)W)(a)(7) ` WO -IL' AU_ NLW I.c , ` - of the Ci t.y of Sebastian L�.nd Develo . nt Cod The load Warin g cap(I^ity of the puo AISLES T4 BE. �Taik.0 � � - "k- ;'if• N. S"(A31LlZti� (3ASE proposed Improved surface shall not be less that fifty(50) pounds per ware inch Florida BearingCelpacity or ip's equivalent ,for a .depth of not ss tivan I - ei ht(8) if)ches. A test profile of proposed const6ction imiterihl iluding densit , stability of m:ter.iAls and w€Iter absokption. IAL At;)iio i T 1 A 77 sv ill _ --._ - - - - -� i $; G t5 REVISED SITE CRITERIA BUILDING ADDITION BUILDING AREA WALKS & PORCH �EVISED IMPERVIOUS AREA Rk YISED OPEN SPACE X X IaR� Z�(- - zu �� ZZ -fir'- Zfl' •�.� tl t tout 4) �-~e�_.rtrnl L Ul�k(NAolit ' t . i `P �I I L - - ;- - -� ' '' - _ .. oL.*_L 4 t..x 1fjt;TAI.;I. O MtQ vv4 f" If1P0i pri Jl , 11Uw1' CBSIWOOD TRUSSES 3000 SF 542 SF 74,065 SF OR 30% 174,899 SF OR 70% SITT: INRIMTIUN 00M1,1 IVSIVE LAND USE PLAN ZONING BUILDING USE BUILDING a c UCTION AREA OF PROPERTY BUILDING AREA PAVED SURFACE WALKS POROUS PARKING Existing New Total NEVI SEMI POROUS SURFACE (Nia.rl Drives) TO17AL I NIPERV I OUS AREAS TOTAL OPEN AREA 3 C�OR PLACE Or WORSITTP CBS/VKOD TRUS,SL," 248 , 964 Sq. Ft. or 5.72 nacres 8,235 Sq. Ft. or 3% � 21,930 Sq. Ft. :q 2,248 Sq. Ft. r 13,800 Sq, Ft. 10,400 Sq. Ft. 24,200 Sq. Ft . ... 13,920 Sq. Ft. 70,533 Sq. Ft. or 28go 178,431 Sq. Ft. or 723o PARKING RIWIRED: 1 space per 3 seats - figuring seating capacity PARKING PROVIDED: Seating Capacity of 230 + 3 = 76.6 or 77 Sjxxces Required Total pitrking provided = 86 SPxices (Existing) Total Additional parking = 51 Sapces TOTAL NEW PARKING BEING PROVIDED = 137 Spaces (this includes 3 han(l cap) WATM, : TO BE PROVIDED BY WELL ON SITE: (Permit Required) SEWER: TO BE: PROVIDED BY -ON SITE SEWERAGE SYSTEM (Permit Required) AGENCIES R)R PERMITTING: CITY OF SEBASI'IAN, ST. J(.1INS WATE.It MANAGEM!NF DISTRICT AND INDIAN RIVER C() W11 IiEALTII UNIT ARE TIlE ONLY AGENCIES IIAVING JURISDICTION OVtR 'THIS PROE7BCT TIIAT WE ARE AWARE.OF AT TIIIS TIME. tf 1 •j1 ` 0 \A � � � � � 5 v �',•S"4 - ,2 ° , � �. tr J -5` � \ t \ -1 coo- 3 lid-. PaAl �>� '=- � ? � � � � 1 , _ � � � �...• 1 Flo � ,-raw -�`�'" 1 l `� .J I 0 E , C �_,e_ - P4Kc To F�F I 1' }- -j _ _ _i i l - - - } _ _141t i kip eit # ,. 1 Al r ✓` ' t 4 T4 (_W_ kEtIl oi�Cf � � K D 14�`¢kt�✓'4fL+ �O * is Flpri fln . , A _ �(�J67L' 5TUE-ICJ" 1t) WLL$- lb<Ttb N , , �� PQDtiTb e 4 1'r -*i�iib� .�i.L aa1, PEi`hIT fJ -►t. �i ,,"... t �atL �? R REQ'J PEA F.A.C. IOU-4- . �' v 5' �,•-- Jlkct 4. f eb11) 5T.Jl/o< 6UNIGt� N,?ii N3, rP iVI JS'i , ' .. ? ' 4ti.4 s r Wa l , _ , © it t R. 3�. u{3 7G% ?rf: a F"it s :- s'� t :o, ! c r , 1~}��1 O �+-- _ 1 _ J � � 3lAr`I(r5cnvr. 4, Z4 Zoe Ii � t � : r ,� I , l� - - - - 1- -i j CO t+c �a \ PAV ` I' Tf 4 ?t ` .: . �. �' 4 v , I AT its ' UI pp PROPOSED _ .�� ALL PaQK luW ADDITION ExtSliuG Fw IN4� a � Il, �' 'i ! i F ,I!'I� 4) N 5"' �. U �" 1 �7 t d. t � _�, + SZAIly 5o41D f � o-Xis j.IL L - (, , EXISTING CHURCH AND ALL NEW ADDITIONS 'TO EXISTING 10 gE utW 4ai' �€ ` \\ r.,�� LL l\ I o �j t ! A, �' y D C � L� 0 ^_' : 1 SEPTIC SYSTEM MUST BE VERIFIEDL� �Mt D�Iili.friL T k T FELLOWSHIP STRUCTURE 81t5'�4 r� - + --- ---r- CaNf. P�� AND PERMITED THROUGH INDIAN -ate —20, - A-( c��: 5 YS t w) r, TIN -AL LoLic. RIVER COUNTY HEALTH UNIT. ����.� �.Dit1�-.I htA Y���. • +`.� f� 4�!"�, r � _ - � wNtE,L SZpPS l' _ , ►-- - - 60 `.. ��At x T { L A. hi (, vox, I NYJAI ZD 1 ii)t?I 1 li11�f A� I 1 �Vt �Gi 2bpi 0 EiGhT - big- uraai pr0prim DI_NCRII7rION: t a �,,.,� �l.L L�J4 P �» TS I�Sf. - � ,,,.,,,, I . �LWJ Beginning at the Southwest corner of Lot 1 Section 6 Township 37 .South t i ;, 15 1 \ 1 i1 ;E .;•4 S i/%I 11. 17 �. : 7 p , .L r: ulii.E. a i`° I { . -- ` ..�. :' �_ \ ` Pn�1f8 ` Range 39 East, run North along west line of said Lot 1, 4631- feet; thence ,._ �'` y- _ _ - - ,C _. - I , .. - - A I.l�. `,1•I'If p East 522 feet more or less, to right of way of Florida I�St Coast C,•.ic..i .3 ,1� 1rt .ifw I i ..i . _ Jwr- I .�..4t1 --," _.r--' \_ : - ' ,..,,..__ '• �.... _(pI.[ . f liy' y t rvii�T i�e�t�c -- x� -.P.�. - - �1\vay; thence Southerly alongs )id ri ht of ;vat 520 feet more or lei -_ �xt5fi�. rAIr 10D -4�DD -. h I; y , _-- - - -- -*-I {� �-.,..,_. 7RA�fSi'I�Mia1 '� / .. SaItI1 line of 4;<�tid Lot i; thence West along sand Saud; line of Lot 1, Pk L4-rr_k,4� A �.i�l_3R<:C.l i UnL' L''.t t cFd cv►tc. l5o Get. I �a2L feet, more or less to point of beginning. y- -- _ ZZI 1. i `7:4 i 4E PRE) &P_LASZ TRA1 fcX1S-tG• \ \ EXi,,� the North E0 feet of the abovdescribed property, and LESS AND , Q > __ _.. _ i c \ Q ill \ ft3X►�'T(s. IDCO that part of the above described property conveyed to City of 191 ._-- - - _-- -- T A+It _ \, % ` . f � Seba� • an, Florida, by Quit Claim Deed recorded in Official Record Book Tr- otl 1IJ6Lu}619, Ne 2245, Ijublic Records of Indian River County, Florida. tat:' , Ec, All Jmll�_, lb Zo ' � t.�ll:fl�t"'• �tl. ►ttt1� '�1�1T '--�� �. • t : tl FUT . A ;lP AU� L13^5E T- LkF4% E E.IX,E D I '41� Ut.117 iC Gitt3UlU i , 1` ML3 10L)10L t1q'TIEQIAL 9Oi maji i~,1 svl tti t. )LIal1 ' 11. _ kLT A,`� � cldiitL�f U7 iLlZy Eikr,, W'fl ►T' , � ._.... Z+LOc+,4n k- (3L)llplNL � � , NEB 31 A091110HAL UTIL41 SITE WJFE5 _ PARKING LL7r - 2 OWACTION TESTS RHL�UIRED IWM FINIS7ID QUI1E TO LINES'IVi13 (9Ef,t all the way). ARCIIITIICT TO BE NOTIFIED WHEN TESTS ARE TV) BE D(WE. OWPRACDDR TO OBTAIN PERMIT FROM CITY (>F SEBASTIAN D.O.E. BE UM LPX"- TAKING ANY 010111I)CTION WITHIN R/W (aN LL)UISIANA AVENUE CR CTIt3sS SIREUr. CON'111ACTJR TO BE RGSIINSIBLE FOR AIL ABOVE Gl(AJNID AND BELLIN GROUND LRILIT'�. CONTRAC'I1',]R TO CHECX FOR UTILITIES BER)RE STARTING CUNSIRUCTICN. ANY BACKF'ILL IiaA;IRED 1,M THIS SITE SHALL BE CLEAN, (RkNl7l.'IAR YEULM SAND MATERIAL. FILL MATERIAL S11ALL BE 00WACTED TO 9K MAX. DRY DIMITY AS DE'TFRMINED BY AASIM) TEST T-180. ALL 13ACKFILL UNDER SLAB TO BE TERMITT TREATED .AFTER CCWACTION. ALL DISTURBED AREAS IN R/W SILAL.L BE GRADED AND 9CWM. (WrNER: PRPISBYT.iw HAN QIURCI.I OF, S11MSTIA J _ c/o DR. WRAIJ) E. SWOPE 10)DRJ: SS: P.O. Box 1689 SEBASTIAN, FiJ 32958 P 11011E • 589-,%,56 I AGE14T: ,John h. (lean ADDRESS: 2223 10th Ave. V ' t) BEACH, FT, 32960 I PIKJNE: 567-4907 SITE PLAN @ 1" - 30' 0" ARCIiIT 1,T: jolui h. dead E,s3CrIP3I 1: PP'I9I?S Xi & VOTAPKA I111C. ")RESS: 1237 S. U.S. 1 IM- ) BEACi I , FL 32%2 JAK14F : 569-1814 THIS SITE IS EXISTING. THERE ARE NO OTHER_, ,, 1 CHANGES TO THIS $1TE EXCEPT FOR, THE NOTED �1`S 5+tlr�.T: ' PROPOSED ADDITION TO THE EXISTING BUILDING. ADDITION: SEBASTIAN PRESBYTERIAN H NO ADDITIONAL PARKING IS REQUIRED SINCE THIS ° IS AN ACCESSORY USE TO THE PERMITTED CHURCH. T hn Ii - �Irt� Lug � 1 ��� �® .dean, ARCHITECT AND ASSO ., .A. • j 1 O COUNTE +I-cr 'N/r- E&.uIp4T- F^ Q -k' T7 11 I'll 00) MENS RESTROOM EXISTING CHOIR ROOM WOMENS RESTROOM 4=-- i cl 15 11 4! ENTRY PORCf 0 Lc� NEW EXISTING FLOOR PLAN @ 3/1637= 19-011 BUILDING AREAS EXISTING BLDG. 8235 SF PROPOSED BLDG. 3000 SF ENTRY PORCH 96 SF TOTAL BLDG. 11,235 SF I T4415 'AF-ET , FL-ooe IPLAW ADDITION: SEBASTIAN PRESBYTERIAN CH P H john h. dean, ARCHITECT AND ASSOC., P. VPA\V" eT VA-r& �40' KEVII�10141-) pw1j, J(o APniilQW EAST ELEVATION @ 1/8"=1'-0" i - 9 i MArcA-1 EN'>-rlMKv ( \Wµ OjkJ ?'KF-ATrle4lS NEW � ,, EXISTING NORTH ELEVATION @ 1/8"=1'-0" EXISTING NEW i SOUTH ELEVATION @ 1/8"=1'-0" T41'5 'AF-C'f e LE✓\,l'AT I ot�i4 ND12TA ;ou7 A EAST ALi✓ 'VALES To 1 1 A-T co E A 6T1 IJco STVCca r ADDITION: SEBASTIAN PRESBYTERIAN CICH john h. dean, ARCHITECT AND ASSOC., P.A. DR -vo &f' N40, R6V I 1�1OW, coPJ, ko, A=2 %o - 42.5