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1998 - (#10) Paving & Drainage Expansion
Te7 P c7r 0.,dw L. Rasp �Srr KF_ A.T- i ri T r: �Cl 0c 1 tom► j PF �, T/►�lEsr F3iKe r&TH Arf®uFar Ti •�i E»lSE of '-F �tz�Erz� - EL�dTd►-1 - �v.gSF N.G..�v. 4 cip` N-12. Wj r1IT06c> ar1C7:`S 3 1 r1 %rle a rs • 1. o' - - - - - - - q �q� � 5' a� .kL A\C4 *�q^ Iris' II80' / re® >eINC3 0.3 CAl NOR n� w fry 21.® 1.®0 I I � I I� nD. l t I g ( I I zgl n�� I i I PP I I 11 Za I I� I> �� 1 �O1 u•5 Z40PII-1 S: 19" P►N E: ,y3• x � c' R14f 'PIuIs` 1 " caaprrw FXL 14"PtNa C} N ICI elf PIF-ie 0 12er-,®I►-I 13. 0 23. o a, i 25 _ 20 q o I • Y � iC K� / I' M o ENl86 ' I g RETTWN 0,EA i to " e,e or a 'DNS �14 ry ( I I :� GRilt- FE6lf�I.23;�t 1 �`r Cl.l>s r I�� ny INK iry t� / I '', 1 I i D.� - q ' LL r LL t rt QIJL� sxte�� t 2`�PIE i C SHE ��.� \ S FF LF-y 23.5' PE:D u 1 r-9 - Te-1 MATH P ry s.l dN ora�'A c � r ��n�'��,Nns,s c.�osF�,•1 X-v4A.LK- I"1Q2KIIiGS (�E� F p®T 1 r1 PE.� rio • t 7 34t� . IQ: ,-1-ft 0`- - - - * _ - - - -- - - - - -r• 0-,1. - - - •--- -- - - � ° ti tip. I �A i A T L. A T L) I I I � 1 01 I 48 HOUR:S BEFORE DIGGING CALL_ TOLL FREE 70 14004324771440 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER 1 � I I SDr,IoL� Tc, r- &.,r1pwr1 6x1Srlrjv I3 i al7r� E vc oI� �er�t c T• I d ��!<�IEi �>? City of Sebastian I v / 1225 IMAI, d -5moz P_]- \ \ Sebastian, Florida 32978-0127 --- Y__ - - ---� 2�------- (5cP1 ) 589-5330 t¢t F q "r1rFwE s P F 2 \!l� o-4 , � 0 32ic�"tZl-I Sro�SIGI� � ti�� ti -;ZTl I S ae'LJ i 12 EL: 23 cry 23�� 21.a I I f 1. City of Sebastian Site Plan o. .�. 4. NCa. ,, 2. St. John's River Water Management Sc�� I I I District 40C-42 72 TAP 'L I EL. � 2. ' C Y�•� r-L�� o f gFr-1 21.0' I I r r�r rrYr!6, � '' ° ' a►.� I N �• � I � � is. ® P�s� �tTo,.tQ. El.l✓✓a•noN II iyI : _1 I �T --'--- 0 I 22 7 22.ZJ . p • N to I d I' - - - - 2 ,a ZQ I I .= _ 2 L1 d V� e, PE ,2._ 11-t �t�N�E I' �� 6E �2AssrE P4.�.M.�. ��ev ralrt�•� S oslr� 11 SoL119 �� � \ I-� � � ti - � rGH a.oS. �(�11s rt 1 0' I v N E.Iv. = IS1 P1. ,,�. " n 1s 4 ZIP I I Intl cl 1 HArl�rc�.��6p LlriiK_ �GriU� .v(F-)I,I5TtRG) .�, I I I rzi►� r2L--1+rt -IF "A-T 1 , Z1.s 4 u � tLi x �3 I "P I \VN 1u V iV`\0V F.P,b� � r.� � � li i � [ �� t h' .A.7Q ce)5 a -STORY This ARk F •F = 2.2:tl 1 f !� � T d b CONC.'E5516i3� 14' �T � "�`*• � „, `�•�, I FF ELEV. = 23.0 h v 'k' • N -- s-5 RES1 ROOSrX, $ 3 �. �} Q` '�1 r _ F 1.1 CID NCR6iE 1 i E_LFVTikk,C-fRwm�'C(la wo 3'SEWEf�(11ANHOLES� CEX1STtNUI l0 r7ost NNc� c rie rt2- ,�°� 3 U, ExIS�tN�a 1350 t E I f.� E � r Utz {� .a FLz-r-+�e- ee:::,L.-r p I I I ®pP¢dxlr�®.T�LY co-Z' I=Er_r N®may GP �LJTite�sT_. -S1J6.rEcT- Pg-z'rc--�T-r ELE.resj-lorl e 2�i.Z-z P�oeos�.� eftACTI�.�. ®� '.1t�1/ I I I��®se® La�e�L oars C ► I ; cc co rdw �o�osE� V 2�na�12- �yINbL E_ D 1,\ � a x tip' I EX 15T i NG P 1 N E T R E E Apl \ 1 1. All plant materials shall conform to standards for Florida TC t-� II L PZ 1, 4\ G C L `yam No. 1 or better as stated in "Gre.,les and Standards" for I I I I nursery plants. I I ( 2. All landscaping shall comply with the City of Sebastian's Landscape and Tree Ordinances. 3. All landscaping shall be irrigated by underground sprinkler system. I ti I , � P,s.G�s rz�weEfl = zoo s e,ors � I she/ 3s�s� �-T Z . � P.a�CS PRo✓I D�®= 8 � �' EGL1 L�scz � �2•p•SS'E p 8 N s�rl®I Gam. Pl'�r� OEM EY i s WALLIE AV py VUELLE AVE JOROAN (n AVE1 AbC. T R W AVE T R V cc o r I W BEARO ^ AVE FOIOMAC AV ENECA-AV WA NA w*I W q a G tl CODY °° S AV ME OSDYE 0> _ a 4140 ST - AV 00LI'NIN ; VE c S PP .� 74 TARPON AV c " JAMA6IA i � � f• v AV P �u i�i � tom, RIVERA j° AYE i F MINGO A `p'1' l J�• V C $ � W C (•� i J O ■ O it � '1 to o W �y n OENESEE AV GAEfNlNiEA oC i a W �la-I GWSTREAM -MAJESTIC 1 G "' AV ;y oV d W .� M01 NTRD E AVF 5t2 JL ULS WIN - O CH r ILO AV N � iv g } d G G rq « W w Avj� AUTUMN TER q ^ L 610 .n - -� Wf rr1E SITE DATA ZONED = RECREATION TOTAL SITE AREA = 318,196.00 sq. ft. = 7.30 acres DEVELOPMENT AREA = 318,196.00 sq. ft. = 7.30 acres = 100% EXISTING BUILDING AREA = 5,721.86 sq. ft. PROPOSED ASPHALT = 19,552.00 sq. ft. PROPOSED CONCRETE WALKS = 7,146.67 sq. ft. PROPOSED BASKETBALL COURTS = 4,200.00 sq ft. PROPOSED PICNIC SHELTERS = 2,880.00 sq. ft. TOTAL IMPERVIOUS AREA = 39,500.53 sq. ft. = 12.4% TOTAL PERVIOUS AREA = 278,695.14 sq. ft. = 87.6% DRAINAGE CALCULATIONS d z w DORAOD �I z c2n m OR NDOCD a U m D Y U . CIR -CAAAVAN-TF R" CD z _J <f O N 1. WQ RETENTION REQUIRED = 318,195.67 sq.ft.(1")(1 ft./12") = 26,517.00 cubic feet 2. RETENTION PROVIDED ={[(160'+150')/2]*[(40'+30')/2])*(11) + {[(85'+75')/2]*[(40'+30')/2]1*(1') + {[(125'+115')/2]*[(70'+60')/2]}*(11) + {[(80'+70')/2]*[(35'+25')/2)]}*(1') + {[(1204110')/2]*[(50'+40')/2]}*(11) + [(460'+140'+38')*(1072)]*(11) = 26,640.00 cubic feet 3. RECOVERY OVER 72 HOURS = 72 hr.(60min./1 hr.)(60sec./1 min.) [7.9x10^-6 cfs/(sq.ft./ft.)](1')(26,640.00 cu.ft.) = 54,550.20 cubic feet (k value.- Reference percolation test from adjacent project SJRWMD #42-061-0332NG) Trees Along Barber Street 173' (1 Tree/501) = 4 Trees Trees Along Atlantus Terrace = (1 Tree/:-;,) = Tree. Trees Along Tulip Drive 2{D' (1 Tree/501) = '( Trees Trees Along Fairfield Lane 130' (1 Tree/501) - 3 Trees Interior Landscaping = ` 5 Spaces (10 Sq.Ft./Space) "I;�o Sq.Ft. Trees Required for Interior Landscaping = 12)0 Sq.Ft. (1 Tree/50 Sq.Ft.) = 19 Trees Non -Vehicular Open Space Kxkole-1715 Sq.TS't.(1Tree/3500Sq.Ft.) _ 4V Trees Total Trees Required = &I Trees Total Trees Existing = Trees (Credit from existing) Total Trees ("p-_15649 - 3a) Trees T®, J-_ I- T-Tz e Es f'Izo..I o 6-0 _ T12 B Ls s q W o LLI z z > Pa <C a- Q o w w Q CO CrD q �o C9 �-c0 o C/D 0 R 1 ►1 � t OF Z 1ARTHA S KIRKW❑❑D, FL ❑RIDA, P E, #34377 P-5�hi•N-`L1L C!E�Ir-�-t`-c tG e1� ;q L zry 'a z'q's� 113v j*5,l Gf P*<_� p�TIJ. T-tQ�71�t+�bC7 - ITS v" 4iTkl3+l.lZW "IL1 �j"' Co st)► ryA Pa►o�e FP3'✓ 4 0" W iLI - 14 tiz �' �► v w 1 A/ Pov/rrg � Vortes • Foe Elevot,eor7<5ce t tC Plon Sfi t C-1-� 1 _- �o SECTION 2-2 w. W. F. d 'v e 4 3000 e S. I. 7yp e I CortCre to PC,'. lF O- O. T 5pecifrcotior7s SECTION 1-1 PLAN VIEW tz E N rs 48 HOURS BEFORE DIGGING CALL TOLL FREE ImB`004324770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER G"�JT,�••>SI LEn ,��v�Cr� fVwear r^r iaii'l TD T- I ee;' MET"bt? �- N� See re0o Vlcw 8rodrn ftil/sh d_ o .• e. r p a . O e. A. ioisirs ,'lace 6oeeom oe, Sod 9" Q"u,?ret17%rccd COrrcretc below C00C. surface g0o0 P.5'.1. ri ri Ts #A to'l Or.A_ re-V_ A L1& Z t?.-EGiVIr� I riL r=- m rlrJ rr r♦ ./ • r , ♦ ✓I � Ir r y[ r •• rY•••r✓/r--`• .rr ��ylrUNION.,,, •'mot1)J,r r•�rr2lr rr✓•i.ijlsy.�'jii 'iii•i •r��-�.r���w.� .Ar rri,�rrr� ✓ s r7 - .rI �.1�i.►Vi•I- ..i ✓31.��y r No r r r d NO- TE ' ELEVATION OF P�1!�1Fi�L D SFT PCR /�.4S 3 - G - 9G TOP Of' DFL,i1NG/EL.0 fil"E 22 " E S/17t lU/I/.�< (T(_ = 21. 7) TOF' P( EL ' 23. 53 H A10,r6 : 4'ffcc to f. 0 O. T e200dwoy r,,6-ec gn 6t0170'0r0'6 Index '*??? Col dddltlorlo/ lrrfoFmoe�`lon, 0 B r- - - .a :Q ° - H B i All Coacreec to 6c 3000 e.. 5. Z. PLAN VIEW r12. a 0 . alALe�s5 f�Ra �L■ a<, PF-:. L 60" n�oi��s►i j�s'I�j�OI�.j�OI HATCH COVER DETAIL -- - - Flow eene t' O" SECTION B-B 20' 20' 22 ° �' sill 4 - AbS�rQ�ioN �Ec� SFPfi�C,��NK Nrs - - 24" x 30" ALUMINUM, SINGLE ACCESS HATCH COVER, MODEL CSA 2430D, 300# LOAD RATING, WATERTIGHT COVER EQUIPPED WITH A DROP HANDLE. COVER SHALL BE LOCKABLE AND HAVE AN AUTOMATIC HOLD -OPEN ARM. DOS/NQ CHAMBER A. ALL ErLECTR/CAL C0MP10NE1VT9 SHALL A4EET rHe* 9TA/VOAR4P8 O.A rNLf NEO 91 ALL LOCAL COOES. B. CONTRACTOR SHALL SUOA41r SHOP DRAWINGS Of rHE sr--rlc YANK 9YsrQM 7V Thiff EN4/NEER FOR APPROVAL J"R/OR TO /N9TA4.4.A7I01V. AL.L 94/E0T/TUT/0HS SHALL QE AP1-1TOVE0 SY TNQ ENQ/NEER PRIOR 70 OR®ER//Vdp- C. 009/N® CNAMQER CONTROL PANEL SHALL OC SY STA-CON INC. OR A/7•ROVLO EQUAL ANO 9HA4.L /NCL.UOE THE P-me_oW/NB r /. I/S VOLT R. r/Nl� 91A, PNASB. L. ALARM LIGHT W/TN RESET. 3. HOA SW/TCHE3 . 4. PCIMP A47�&RN4rI1V0 RELAY. S. MOTOR BREAKERS ANO STARTERS. 6. L/OHTN/NO PMOrscrlo" • 2- 2'X t' ALUM STRUCTURAL TUSIN6 oo orlon WATER ALARM GJQHr CONTROL PANEL SUPPORT v CONTROL PANEL - DER PA,.►EL pvG vENr 8Y ELECTxoN1c GPEC lA1.7Y PVC. ACCESS OA EQUAC- APPROVED $Y9t4&iie6R F/N/1H BLlFVAT/ON L=TON t ♦ 3CHEOULE ®O PVC CONOU/T FOR Z3.O FLOAT CONTROL rl morOR CASLE9 P/N/SH eSRAOt OIFI'TN VAR/ES E� Z2•ci' sEer slier /-LAN ��;•PVC K• PRlttlOA,to _1„LJ'r "v�vrerp CerxcererOs JS 9'e Me! NOLOINO CAPACITY) V ru e/puio LEyrL LISEPTJC TANK �- • (SEE SITE PLAN) 1 b ti ••ro-,merW / *zm %A -"cc e"%/. eV v SE8 srm r LEVEL CONTROLS H/CN WATER ALAMM PLA-" P F UMP O P / A ERN I LT TF PRld-CAsr colycmerc 9EPT/C TANK f 000/N0 CHA/NQER ('1"C A4,VV. 3000 Ps/ • tQ OAYO) I!1 `3UMEO ELECTRICAL M SE "rALLEO SY CONTRACTOR TO NEAREST CONNECTION TERMINAL DEsJGNArEO 9Y UT/L/rY. HANGiER P</eF /-'OR PUMP RE,+•�oVAL pU/CK CONNI4CT 8GI0/NO COfJP'LQ Js*r'a.r f'soc -•- TO ASSORPr/ON QED /Yt"PVC O/9CNAROs PJPJNC� Q F MP EL ECTR/C CASG FROM PU s ¢ = O' O/A. 005.'& i CHAA4,0 _-Jf't' CNECK VALVE R t`l �- F- t7t +P "* W,, itr+-T cottzArwP tJb {O_pVA � IS F•L�T t ►ol opt Lic2 �P ,5► ----/ r L� rc'►+ E� I �rT l 1'iG �U MpgP°1ZTY R B'rb�i Tl v rt �►-F��. Meru-+ e�,�1� T►r-tG. rLI u'r s��pp Mp -2Lco t3rM. It" 14 ut ITS U F_NE_: F2dL apace W Q z Q Q� U � � Y � O D J 11 q� q W _ o z W z 0 z > o Pa Q Q Q co co c) Ell w� 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE- FORE COMMENCING WORK. rEizr-i1r reel 14iLL r'3S 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH- OUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF �E�,es,(IJ,Iy, FLORIDA. 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY DAVI D M. JONES, PROFESSIONAL LAND SURVEYOR, DATED 4 8. ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180 METHOD. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE WORK. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. 11. ENGINEER SHALL13E NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. 12. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLASTIC. THER- MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON- CRETE. 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS. 14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE SEEDED, MULCHED AND/OR SODDED. 15. CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO (2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND REPLACE WITH CLEAN SAND (TYPE "A" SOILS). I4'. c.e"Ta"T"R SHA.Ll.- FEE R��.�p�-I-sr�LE �R cvrlsrrLll�Purl STa.tLiNc' A/-iCt> LL ra;Z 17I- n PS-BL11LT'� D¢dNJil�f>S 4:::'s2TIEs p 2EeoisT r3 si �Lcolt�p/es Fsg? StJl2 J V 1r,71 � V V V e- ~ V SHEET 2_OF aRTHA S KIRKW❑[]D, F-LI]RIDA RE, #34371 A I t•ls[lL. ���lG'G�IUb P�iE O u ,r7Tme&4zv;-,p r� 0 i s POvir7g Vorees foz• Elevoe-e6oC5ee _® SECTION 2-2 rev &'1 410 G QxQ G�G•� W.W.f. 6000 P. 9. r. 7' toe 1 Concrete Pcr. F.O.O. T SPeeificatror?s SECTION 1-1 PLAN VIEW N ry 48 HOURS BEFORE DIGGING CALL TOLL FREE 14004"1" U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER 1 NTs ,q NMI cam C �c =e i Co�GIzE Tom- �,d✓ N <nv, Al ir-R-H ®-`r- See Plow View CCOOrn Fti�ish Ploce eottom of Sod 3" d"unrecnforccd COe7Crek bC10W C000. •S'urfOCG -4000 P, S.1. NTs riTss IIIIIIIII PIJA.J T v. Hoe,L_ A/Ot6: ae cc to f, D 0. I" IROOdwoy ` Irof`�ic Design St®l�dOr-ds 117deX e0dde/ l0l70/ h17f0Cl770ee0,(7, 0 4 <all COOCCete to be .5000 P. S. Z. PLAN VIEW r LIM 12' 20 22.' �v_e t F10W erne SECTION B B 20, 20' 22 Zo' zip' r2A..il�c p 1 ('� Q K� N G• 3 60" d j. CI��'I4•��s'I�►j�s' N 24" x 30" ALUMINUM, SINGLE ACCESS HATCH COVER, MODEL CSA 2430D, 300# LOAD RATING, WATERTIGHT COVER EQUIPPED WITH A DROP HANDLE. COVER SHALL BE LOCKABLE AND HAVE AN AUTOMATIC HOLD -OPEN ARM. 008/NO CNAMAER A. ALL FLECrRICAL COM/�ONLJVr! !HALL "ear rHQ erANOARPI dw rNl mac ALL LOCAL COOS. (►. CONTRACTOR ,SHALL SuSAAIr SHOP' OtmrAW/Nt s Of rA/E'LRr/C rAvx eyerEAq ro rNE ff"01 "dT "M ARReTOVA L ^T/OR M 61VS rA LL A rson/. ALL SLAT er/T(I r/0/VS SHALL QE A®I'/r0VE0 OY rNQ t'NB//VEER PR/OR ro 0mOeR//V9. C. DOS/N® CHAMDER CONTROL /'ANA'L SAIALC. QE 01' STA-CON INC. oR APrvOVlp 99UAL ANO ®HALL /NCL4/00 71V1 ^04LOWJN49 : /. I/.S VOLT RA*r/NiP l/NOLE ®NAlE. L. At -ARM 4./1SNr W/rl•/ RESBr. -. NOA 8W/re"Ars . 4. PvA*/- .®LrL�P ,!/ r/N® RaLAY. S. MOTOR BREAKERS ANO SrA/trE/CB. G.L/BHTNINO Pmorser/ON, 2-21" t" ALUM BrRUCMIRAL rUSAVO ,,N/GN WATER ALARM L/BNr CONTROL PANEL surraRr ,� coNrROL eycIC OC�R PAt4NEL (, p V[Nr ACCESS OAf QRKAPPRPOVFIJ 9YeIYpih(eeR f/NJlM ELEI/Ar/oN Am23.0 FLOAT comrRoZ. rmvroov CAOLEB l•IN/!N dRAO[ -� OltrX VA E`'" Z2.950 SUR/ED ELECTRICAL rm 04 A WrALLCO Ca mACrOR ro NEARElr CONNECTION r r 1 r�� I rIL F- I aEr urs ,'1LAN 17 u " -m W. .. ,r,+t 6 Off im'4�4f1Cf:A1j reiew"AL. QE®/ONAr6® OY urJL/rY. P e !► 4 ... �•r111 .�1(i.•.�iT�i �i Ii�•%jr•�,. r�si 'iri:-r ice.'. �wr(�� �'(. -%S:. . -. r-{^�'%t r'.r'•1 ♦ J. .I ii rimer:I I'�� .' + I✓�J�IIII� •t�I� •I�I.r r. • .,� L.M riI •r/1�rir;r 1�• i••�I�•,i J. .r �•�ti-%. .IY i•�I.il. ♦ �. rY� r.i11�•.:1�.. I•! i.. ... r!•1�'iiiV.rirL�ir�ii. r �•l..+�.r�iii:I� �=•��t--.--'� ice•}�:i.is 1+✓± )rr: Rmil r n NOTE : ELEVATION OF DRAINF/Et-D SF_ T PER NRS 3 - G - 9LQ TOP OF DR/UIVF/ELU r/1'E 22 4301.'E S/DEN/AIA (.zr_ f 2/. 7) ro,- a• P/fI< EC 23. S3 "rYG K" rRL®SOARp �V Itive �� ixglT d/ANldER / E /LIMP REMOVAL Vt/vTeO coxerpos rea NOWAVIS CAeACITY) QUICK CONNECT AL/ONda COueur 4/941/0 4ekwi- ®y a t'S.Y. flaox N W MERCURY L/QU/O LlSE/'r/C LLVCLCONTROL! -► r0 AdBORPTIONlSQp • TANK (!EE !/TE P11.AN)� N/QN WAT6r ALA : - J�rrM/' oN � -�® /rt' ivc orECNAR®s PYP/Nt? � ELQCTR/C GIOLL IrROM PtIMPE - PUMP OfK ¢ -O" O/A. ,OOJJMQ CNAMQEA' y Hill �IrLTEIlNAT< - /Nl"G'NECK VALVE g rRrr-cAlr coN+cR�re •.� rANK r 0015 9 CHA"ONIT �' O 0 0 . R,,�, M3.{i(� C eNiw 3000 • fI OAY3) 771�► r f► w�P uEs tocX►.► it, rrar ► v u � I®i c�4b.ln L� 1 VII V rrrs R6�.t-i'rvrt fees s F11u.�r �c� � u U rtc • Ft-L�n E -�� �G I dt''•i NT11 ur'.64 Rf,r�sT,r'fiC,. Li F- Q I Q cc Q� � ����z ,o D _j q w o z W z H z 3 > w Q Q q Fa Q - -- CIO �a 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY D'ISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTILN OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE- FORE COMMENT ING WORK. B11cLraHGv rElzt-ilr �6Ec,, g9 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH- OUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF E a.,--ese.FLORIDA. 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY DAVID M. JONES, PROFESSIONAL LAND SURVEYOR, DATED 8. ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180 METHOD. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE WORK. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. 11. ENGINEER SHAD', BE NOTIFIED AT LEAST 48 HOURS IN AD17ANCE FOR ANY INSPECTION. 12. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLASTIC, THER- MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON- CRETE. 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS. 14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE SEEDED, MULCHED AND/OR SODDED. 15. CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO (2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND REPLACE WITH CLEAN SAND (TYPE "A" SOILS). ��. �nrae�e�-�z. sHA.I.L aesP�Hs,�Le F srO-L pe,H tir4,Li Ncs .o,t1 V s F-6e�L L �'� ®.. e p E " ,,,,' - esi.l � LT 's paa►...,� r-f•� s �¢r�Fi¢p C3(' a FLcstzirs,,s rZE��sr�.R.�v Si.IrZVE•rorz.. MARTHA S. KIRKWOD, FLORIDA RE, #34377 �P, V SHEET 2_0F �Z r ME= F�fi Riir A*, 4,-:5 ,P i-+,a,-r,I,. s L NT= hrmt s-1 ke.TIG 7 tiTl tUtE� ti NcU.1 r (A:over'-rg Vorres FO!' ElevotlO065cG g! i`e Plot? Sh t C- --_ re SECTION 2-2 ,dxQ 616, , W. W. � - . � v_ • . Imo. O 60 P. s. r. Type r Concrete fir. F00.7 S�CC! f[ C ®tlOr7 S SECTION 1-1 PLAN VIEW ;�� G®r—I4 2I . 48 HOURS BEFORE DIGGING CALL TOLL FREE w800 432® 77D U. N. C. L. E. UNDERGROUND UTILITIES NOTIFICATION CENTER riTs ► Sce Plow vlcw .-41!ei� Broom f[�rlsh _ 51ope IX, 1.0 " AS PlOce 60eeom of Sod 3" -d"uarcirrtorced Concrete - below CorrC. Surface 9000 (06.1. T ii - -may - �• i� At-►t604ae Omen) `ELr 4 "• IP - IU TTe� IN LF—T NOtE : 4'e-Ir to f. 00, T Q0GOW09 t Irof` 1c dcs�t,/gr� ,Storio'ord5 1rr'o'cx '�??? Coy CdO W10001 lr7f01`m0t1on. e O B --eve ` a ® ®� (Dy B A. ,. All Coacreee to &C 3000 e.. 5. Z. PLAN VIEW i r i �- -o" SECTION B B MET�=a_� 20, 20 ` 22 ?o" S� 60" �r♦�.j�e►iOi�es NTS 24" x 30" ALUMINUM, SINGLE ACCESS HATCH COVER, MODEL CSA 2430D, 300# LOAD RATING, WATERTIGHT COVER EQUIPPED WITH A DROP HANDLE. COVER SHALL BE LOCKABLE AND HAVE AN AUTOMATIC HOLD -OPEN ARM. w CI�C W 0. i0 ` F- � �i iGrc+} e`�ISTIriG ---�.. 27. 220• GF�flE z > W CID NIW-5 Q �_ o 0 00 alt 7,( � o z Q z z 3 Q Q w > o Orw a- < w Q Fv u.j' �v a �•,, '11.a'" f��T'1. L•l. c �.i.o� 21r•�.' 0) Gi I`1G • rW m r_ � o Pi� �WO� co a�� w 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE- FORE COMMENCING WORK . Px1�L v�Nt9 rElzmor raEES, I�-IiL.L r�M tJol . 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATION$ FROM DESIGN TO BE MADE WITH- OUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEIo1�, FLORIDA. 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY DAVID M. JONES, PROFESSIONAL LAND SURVEYOR, DATED/{1loi�i 8. ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180 METHOD. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE WORK. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. 12. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLASTIC. THER- MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON- CRETE. 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS. 14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE SEEDED, MULCHED AND/OR SODDED. 15. CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO (2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND REPLACE WITH CLEAN SAND (TYPE "A" SOILS). Its. cue -era. r� sH�L� �,esP®►�s�L� Fe srad,-_Tj, H �j-A-Vw N<_—o /o.r•4p S "&L L P;Z V S " P S - 13L1 I II fl1Zb4,.,j r ,c, G�¢riPi¢p sy a PLI,^ 2Ee1srf2sc> SaITzvE.ror�. SHEET 2_®F 2. MARTHA S. KIRKWOOD, FLORIDA PIE, 434377 A 71 1 a,.t 7 �1�».jt:.... j'c'sE�' Ptrt �•c rr}c� "(z% P"ts�. rx N r cltae.+-+i tAr.�i airy rEc r©a Tiric� 4.Jbi.}c- rsriTr�Csr¢ ( S to r- P i T H •� dtr r.� i,,, izE�rre�e dr-}c�,r� Ercis. ,-{cam I j �' is p� r I w cc�t < t1 � �,n.�.�-,/r�}�••J' o�i� P•OT'N A.N® Turzri jEJ Ec�s�. "G�Y�,es�'C.M F}er7as t.1G) Se�.ss.Lt6. "("a r-1e.,N �.,f•j Erer�.r'^iC' i � c�. ® i P r-r r i ¢rH a > r�TEej- �< - ht a }. ta- r-}.eS a r1G s p � 2 cZaa ria�. e. T14 ri to1FW-Tj- La HE J N �F�'f°'s•c�'r't' -- EL15��+--rc�~t = icy. q os' itit •G � ra . Pr��- ar} r}c. t "1'SA-�. 'a.a'}r� Er��•G c'� (r'�.�r-•M T . � � to _ S s a vt✓ a--a.�s Lrt. 4� PZ r4o Pk -,. _ Pet 4}a R i� -yaCs E M-t2 4F.,}� t -i,`r# r}e Tz'o l.trt[t i�}rF e-�v t>2aCity of Sebastian a A+ Z 0�3 Imv'e:tt - +�24.e t� .s Or r5 d> s N•11 Xit4 Mr, % t22g r'lm,-4 5'Meml- 03WE x� _ K_ r _ _ +x��• wfr1IT--i a0 �nP� �r r} ti� ']{�a / � \ Sebastian, Florida 32978-0127 nstup�� v� AUTUMN TIN ®'' arm r a' q� `� ` a } S" r t - .ya aq" �, c 13 ,,r 2i b _,.. r. �.. (5 u t) 5 8 9 - 5 3 3 0 i�r t i s - " . r+>s a w a� L '� ` �, H ` P t,2 �'` ��' �- r r>£ ./ �'�` x _ , r' W C:i2 � ,yi � rJ oLe esTM • = Z+ a' Y i 0 Biro Nam✓ = i Gt wi y� , • . .. _. _ — ._ x® o ® cave T �� EP Ktr,tG o2r-1 Al:`to Sa ry ► �: ,.. �. -- Z _® ti-t"�'T`� I '�� �l�I I� {► I(,7 �p — as r- �=3-/ ,a r _, `�1 . / �.c.--�. w _ i��q \'\i �� " H r! ! �► ._��..,� t City of Sebastian Site Plan emu- Q P , s1 t •5 A, i c� i } . r � ,, , RE �T'r®fi i 9 S +o N F� i i - g iv `ir 1 2 . St John ° s River Water Mana Management "Mm""" t�` J � .�.�,. 2i.v° Sew >�. � riot 40C 42 IL � F = o Dist t-- � ffoffit r c To ari a a 9• z U 3 U W i M 0 < W Z4"Pt►-Is Q L _... ._.. . _ ..® .r .• o _.. ..• _.. ..,,o �. REit�.flydd�vi+1 __ G � � �S .te ., w ,w --a ® ® U ® W e". Mini • 19 o p I 't ' -� e••,ry.c4 4,i V FW�� �' - .h A. �C N ajt4Lt.kU✓�- a , Zi i2 S t - } a I a.Za.o Irl) (iI i ....,.. y ( ' � �rG7G'-Gta �L 7.2. ?Z7 Z2A �•o s t`i I � z — i tj O I t rd Pra e i' ra acaw W ° a „ tl► .. --- 401 (4 o ! t.s i riv k t d d W jr- 0-Lin c 14"P,Nw n Nt� r.t/ i t U V> eat J t 3 +tom.-i"'O F2,,G. 1�.�t 0}��i r.. z I �t tt+�N N ►#t�r�(�V_ r9 ' J �i`\ 7--" �.r-1. p. cmr�r aka r"i6iTai_ °pre 'rora t_ SI re s�.�F�, _ 2G5r ' Sh �t . - O8 ac��S v a J t -� • 12 F1we ?Z"p, F �' R F'?Q' S �T � 'jb t5•E G�t2a•SSEp . I �y I 1 1 _ z It n n '" a j�Qo�Iltfi�Q �`i� G �_.- -�® _ ,e.ca• sit•{ e�IZatr�ec..t~ r-tS e�'pMEir-}r A2t�A- l`1+�; S �, = d. � cgs " `' U �� ,� (�H A. (7� . `r'�� `l S ^ !mot% D to a ro ��� N iM' Pawn ,4,t,•� tr-! t.111501tU DP t A`� tib c,!-)i�}- ca(-E. �P�Sr t3r.te�Pt ,aQt�A lolXv Sq. Z __.._ P ' ti� J� + , , tit ° t i}.ar},s� ��, t +1�' Sri,' Ir�iv•= Ii.c.�i ��' `+ o N m 2� (� I� s IS 'L 3G,C, --- ..1�.•- t . s env. = r �R `i�i. 1 IS. 21? F-�+ST & -}-},e.ri� � Existing BuildingArea1. S 't. ¢ U O go. WiNl �„ > �'1r5 is `�P --+--� -i Ler-irK J✓Gr-1��- �'ora� eLi�er-jam ,e.2tfo, - ti 9 i<a► Sq.Ft. �{ J � rime- Te7-i ' ° .,,•,,,•,.. � FaAS..1.. �IELC? •Mf`ar, I !� j2/FJ Ri�tt�'' r.-!s�• O [� i3o 'i3.ea Y+? Ld�+H'{'6p) xis ° I ' Q Y Proposed Asphalt = l9,isce Sq.Ft. U' f� { - ' J �„ l�'e I d `t t F'¢oPise G00CIt Q�►t_V', _ ,q S �• FL. f ��,'' }} � t1-t 6 J �gt?� �>: 1 I Total Impervious Area = 301-12-1 Sq. 't Total Pervious Area = • t5"reAts P N U I 'yrN h�, M +�� i ♦�.....• �1 n �, `I' ���R �+Vv tt?.,�,�•� `�1-4 L-Q. V�-• `�1`�trj�= b. ' G a . Q r+ H t•-tHK- Ft=.r1GE _v _ �� I � � ts` � Ld•��te +�L C ��° " � FiP..as �•r•}rp,o�x J :.' Zt E�tsTtry� i_ P�'T° L� d-l�.rr=� r,.t i+.. p5ce rr2cn✓tt�f7' vua G-a�Y r �' LA-F1c>N _ - I _ B,o�Tr�l �t,o•�r�slz s-ryt i,�, . �� } �, r:7,i L 'r2�..' ry �a l.G-L. J �aBrT t-W,-4.HLr> 4 , -+ L ."__._ ` , a t' `®` ®` •; . •. •. ��' �s •. .s.r~•~ i � � �r� (-)t2'=a IC3 Ci-G� . EB�'i-G 1 1. WO Retention Required lqo; Sq.Ft. (ls) (1 !12" ) •�'t�K " S(a®r2Ts_ R�bL0 4 --.��Q M e4 :,G. Ao/ER,CsL�, r Z .,i �rl a Cub'.c Feet uj _ �Q `i �- 4 ( s !ce:t�:, GbLLoN 2-�ea6.tto I I do Rerlo a tJ a F • F. = 22 i \ I i i 2. Retention Provided = 70°(125') 11)+ ' " ' j f�oSgQ 13u ._.. w m I' I I''' ( REdL(t�Ep �E tG aritc SrE _ 2 on - J_ Lt.a�i f•��. 23 ®� + _ ! - 1g `5� Cubic Feet Z L o ► r ri t � t7 G 12 I DR.a.r l� t Z om 5® - - - F G 1 , Te r. C r�sUet_ t�®s t ry v ti ` ti* t+ `� + ' 3. Recovery Over 72 Hours = 72 Hrs . � min. ]_j60S ) 0 �`a •r- g. � i r or©str(2 0 Z I Hr. . lmin 6••�-.• Wr_r1esari - r7oS,H� cr}so-tgE2 �1,ro N � kT = � t_a..o 5_4 ,o'--} tz S Q 3 (7.9 x 10 c#$) (1 ) ((0t'3oo S q . F t . ) CTd {rye r I s I % 1l � Sq.Ft./Ft. 4 , I z I r-I c4r-1 a.Q It-. Cubic Feet P \ l a � N C�.'_ ( I �arzTrir..! 6•s l-t.•at-}�� tom-'(' c�N Ft R� H ,-{ _ iZN f� I J ---- b t LNv sT-��c2 STD=��r Jar-rrr�riT ,�rtra (K Ref: Perc. Test from Adjacent Project SJRWMD 142_ 061-0332NG ++� 1-► I c t�ssT>rtZ C� } r1nr''-I� t aPP� o r} j is L e •a.' re r Ho>�-i} �)-pl e,is,s a CAA&U�Ai " I J Y r g I ��iE� � S,Ji P�'�rr' Et. z� , a •z N. v. UJ # n ��^ t S 5 r * ry 4�ti + y'rr NM. ti`.\ J ��4� �02' I ry >t7N'G l . /'` ° 1 t/" ti i 0 t3 J I ®i2E� N F►�E Trees Along Barber Street _ 173' (1 Tree/501) 4 Trees HTrees Along Atlantus Terrace - 'S' (1 Tree/50') s Z Tree o`t oil � ��� � i• - ty'"cpa6,+�+a F7�.,-M rt'-•o�cxsEt� 6:P rw r•t Trees Along Tulip Drive a< 25.50' (1 Tree/501) _ `I Trees t'atN St��tE � . t t � Or.,'WEt2- L �t-JbE J i 130 i{ 1 Tree150') 3 Trees t I rah ,y2� �• ,�;�' ��,V �� �D,�%G�� 22. �,�� � J � ��'��7 4�a.� }l�'rGE. a? IG!•� .Trees Along Fairfield Lane Interior Landscaping ffi 1115 Spaces (10 Sq.Ft./Space) Pizere3.rr,? LPev-,TrLJr-1 4r,v6,f_r- g 412)o Sq.Ft. \� it 5:6-w- iv�t6 . f �` 45S5� 5P.' ,aw + �� rJC�G•C3(�+C1�T� � bcq t q '►� — ®® '►�' n,`' ' �x 0' Trees Required for interior �J 4ti— ` ®-_ .._. . _ — ��� ®_ �� ®—. _ _ . a� Landscaping = �13 3q.1t. (i Tree/50 3q.Ft.) # i� 0 °L© T--�►.y,T. � • ,� �,i 2( ffi 19 Tr e4d ; 1 r - - - — - s ` ,� �-. j r '�`' ��a — — ®._ — ___ —. ___ — �e �_.__ ` �G�' +�Ca�.L�► �- 1 S Mon -Vehicular Open Space g koc,1471) Sq.Tt.(1Tree/3500Sq.F't.) T� eacr*JLC �t71#4L... } f� R1? + _ QGa Trees } L j --- O . _ (. Total Trees Required ffi 81 Trees i J ` �. a .�. LP. ' T" c C i J Q , 1» All plant materials shall conform to standards for Florida -p J E �Z t-� G 4 tt �- J No. 1 or better as stated in "Grel es and Standards" for Total Trees Existing 55 Trees (Credit from existing) t nursery plants. I ri Total Trees (7"lacrSB,.r2 ffi 33 Trees t i 2. All landscaping shall comply with the City of Sebastian's , I J ( Landscape and Tree Ordinances. (2elrs I _ . I { + I 3. A11 lr:ndscaping shall be irrigated by underground sprinkler t ! i system. L - • o; 1 N R L 48 HOURS BEFORE DIGGING CALi. TOLL FREE oft "r " „ " 4770 UN.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER , �-�®! .d• 15cArs ( ! 5 ez 0 Lcth SHEET 2. ��,� Pfrl�i:, = 8aro P2e,�.�tt..�.r1- � �r��•ss�p� OF Qa�rcicr l l l ee L I /4,4::5 f 14,44- 1 fy1s� Cy� GJGtJIUb p� C,► Su 6T, +vUzw 'CA r NctU r'j ff-L H POver7g Vortex For rievoeine7C5ee �,� 3`to f Ion eb? C-1 - 1 r SECTION 2-2 �s 4' 00 Gr W. W ;61000 Type C®nC!ato a er. f.l! O T 5toccificatioc7s SECTION 1-1 PLAN VIEW L LrI rri�--- N'r5. i; 48 HOURS BEFORE DIGGING CALL TOLL FREE 140043247lu U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER aff -4:4:0— CA.- gec Peon Vlcw Br®om fc�r�e/h it Ploce 6oHom olf' Sod 5" d" uemeit forced Concrete below COnC. 5urf0CC -4000 e$.1• 4=::;-i CAW d L lG. .n•�" Ca f� EEc`� � /�, M 414 tx eL M. cv& , 1'-®n-10 - L &I-0 h Ts N Ts pvajT Et"A►nWO 4, 3' l l 1 PLI-0 If II i Tc-F4 NorE: Qefer to e.. 0. ®, r RO9&WOy . rroF�r e:®" . c I>Cs`gn >�i.►�J' .atono'oroes Oddltl0l70/ 117f®rn'70e1017. - ®� - ®flow Ccne 7. . w`► s t SECTION B—B 3 ® All concrete to do 3000 P. S. I. PLAN VIEW P��`Qtr LirIC 12' - so' 22 bo' ®` 22 IJaLC 170"0- rr'tU ^ � R��� 1 S.•Q 1 r NO 11. • ! O via L rl I� m i iI 6 1;0I`01 1i ., '�!r ,• Ali. �'I Aj���'`��Ns',�►� 1 c'" t�swn Le -z;vL►G7 Sop" /t�-ie. ter} a i.o ;Zr_Tr.Nrmrl A4991a zo pl1u.•r�r.► .�aO'13rt�• e�. _ �r.o' G L,I a�N (StTrA4 Awrm lrico, r aT-rs 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE _ CONDITIONS BEFORE STARTING CONSTRUCTION. 2 ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE z 0 Y/ W m 1 y r In 0 z ® W Z 2 z � o x U W W J m 0 i 6n W 0® < x W x< U I- 0 < U 0 z u LW Y a W W O N m ® U o W W w < o lox m U) z F. IL n U) L1 a W r; v 0 z z o v N m O W Q W m U) 0 '�--- . ATTENTICN OF THE ENGINEER BEFORE COMMENCING WORK. ALL REQUIRED BUILDING PERMITS BE- HATCH COVER DETAIL 3. CONTRACTOR SHALL OBTAIN ars FORE COMMENCING WORK. 5ULLrP►Hcs falsmir rFx--S WiLL gfL W,aI 1� 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING -x 24'x 30" ALUMINUM, SINGLE ACCESS HATCH COVER, MODEL CSA 2430D, 300# LOAD RATING, WATERTIGHT COVER EQUIPPED WITH A DROP HANDLE. UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED CONSTRUCTION rn COVER SHALL BE LOCKABLE AND HAVE AN AUTOMATIC HOLD -OPEN ARM. UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR � U OPERATIONS. 5. NO FIELD CHANGES OR DEVIATION$ FROM DESIGN TO BE MADE WITH- —j OUT PRIOR APPROVAL OF THE ENGINEER. �1 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE �..-. APPLICABLE ORDINANCES OF THE CITY OF 4-vI&a,&q��.ry, FLORIDA. 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY ®OSIN® CHAMQER A. ALL ELEerR,CAL coMroN`Nrs SHALL MEET rHll OTANOARP'J OF Tte&NiG �► DAVID• M. JONES, PROFESSIONAL LAND SURVEYOR,; DATED 11/25/92. ALL LOCAL COOtB• ay CONTRACTOR SHALL sudM/r SHor PRAw/N®s o,-ms sirr/c rAAox avors'"7v 8. ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180 OIL rHM &Mdpl" M "tT A^",4rOVAl_ I A/OR M /NSrALLAr/ON. A" susar/rur/O"dl METHOD. SHALL 0E ARR/f'OVff® PY rN& :Nes/NEBR PR/O/C rV 00'r4" "AV. C. ADBeNs CHAMQER CONTROL PANEL SHALL QE QY STA-CON INC. OR AP'Y7!'OV&P e�c/AL AND SHALL /NCLuoE 7%E dwMLOw/No : /. I/s vocr RA'T/Ne' S/NaLar ,wAsjr. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL t. ALARM L/sHr w/TH RESET. 3. NOA Sw/TCHg3 . 4. PL/MF' AL7�rlNATI/V!9 RELAY. S. MOTOR QRE.AKEaTs ANO STARrPRs . C. L/®N7'IV/N0 rROr&Cr/ON. SUB -GRADE AND BASE WORK. P/IV/SN SMA®S -1 P!'PrN VAR/E8 El z ZZ•S� 'TT"I I"- I I i __ 7 r . T , Y ar 1 •�}�J T • r'rt r,I�•,7� .I w I•�.I • • i l Fl I�� 1Y i) I t ` 1 • f � r � • • r � r• I• ♦•• • •••. t� � •• � :. 'Y.�• r •r I � 1r I}/• II• I %. r• /•I �.Ir� �Iy/�.�Y Y;� J ••.,v. r ' r tl NOTE ELEVA710N OF DftAYV,-1Ft0 GF.T PER NRS 3-G-94► TOP Or DRA/NF/ELLS P1PE ZZ " -IBOVE SIDEWA0< (F-C 1 ZI 7) T°oP Acf'//'L' & ' 23.53 ICI . sp-m nN PA'EEso•AIro iiTep ev o"vD®'CAMACtrYj • G/W P 1-1FN!'!. �SEF'T/C TANK �----'''''•••••�����,,,,, s (S" Wrff PLAN) _ 2 W a't t' ALUM STRUCTU/CAL 771--� C®MTROL PANiL euPPorr 6 " rW- WAt ACCESS HATCH rVAr,ON 0%' Z 3.0 6 / MW V N' �A'R4aix0 C -- , ~ i MiRCURY L/QU/O- 4rrti�L LEVEL CONTROLS N/SM MATQ/C ALARM P7 r ! /7JMP 04N PUMP OAP ImLTERNATE "MM-CAer CONCRErtr 0sr7vC TANK I00SW& CHAMdE/t ffV HMI. SOOO PS/ • to PAYS) o-N/CiM M/A7ERALARMLeoar 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. co,vr toL rANil - DER PA)4EL Br�cEcTazort/c SPE A�ri/��vJc. 11. ENGINEER SHALT, BE NOTIFIED AT LEAST 48. HOURS IN ADVANCE FOR oR EQtWC. APi'RovBT�/�lC7l/ti,tEER ANY INSPECTION. r' se ye®ut s so rvc coNoulr #vcw FLOAT CONTROL ('WrOR CABLES autf/aUR:Ep �FLECMICAL Mf rhsTALLEo QY 12 . ALL TRAFFIC ST1tIPING SHALL BE APPROVED THERMOPLASTIC. THER- sACTOv� 7r) NEAREST COWNaCT/ON ...I TERM/NAG jfVS/ONAr&*7 SY urec/rY. MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON- �? CRETE . t.. MANBER R/PE rd? RE44OVAL, 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH \®t +V\ Qu/c�t co,vNicr •L AV~ COUPLEM . U . T . C . D . STANDARDS. , 14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE —�- rO ANOORP7/00V S&P SEEDED, MULCHED AND/OR SODDED. rvc PvscNAR®sOMWOP 15. CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO U ELECrR/C CASLs FROM PVAfP* (2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND X =O'PIA. POSAW CNAAIdtt REPLACE WITH CLEAN SAND (TYPE "A" SOILS) . • G VALV< e9N NiCC FZLa'S S IG., ear-ITas..�T.� r• t= 'SNP �ra.ic., Nis Ar-ir� I-ba.�. L Utz �.�r r� E. " ,�•s > ad t-T `f V:,Gt&wl r+G, Sy� n Rue �¢T� Fs�p e�Y ,e. FL�ra�Las rzEc.+sr�Rlsr.� Silr�vc.,(oR- . 1(� � 18re�r'r �j ajj 3 H E ET f �J � Z �� � �p.,QK- r-�.c�-.-•>>r� PEn x I,"'iv -[�' r'�,o�+-I � 1 P � � 4..1.sL 1•� car{ Ar>TA � '�' . . 1 `- ,, cs /t JES FSLKE H AIrtP T f�N �F n2-rS S EtyL_ Er1 NoSIS G��tLiG P� rU r EDGE P ra �F j�d./EME;r}t c�►'1 H-FzrH ;,rni!!� -F -,.Lir;.s,TF---T- X-t-laLK t 1nRlclitGS ('E2- PR�EizT'T' - )✓LE✓e.-�•-lor-1 = 2o.q�i' N.G..s.P. PC�aT Irir-�E.� ryo• 1134-ca N-t2 Wj i" tl -21:t� I:riC� I" j'��"� i,�rtI-* I� rF:' $ \ r1o�3 In.�Ears qZ, of IS" A"pIS N-- �° -Wlr' as rtE� rl LT _1'\'4-7 O �q ip �tor?r2f! �QI ii p Oc Ohl t�LE P.5Tr-1. = 2I.o' \`h E� ui _- RI- rj li F: � • � 3 � o �! I qo -- l-o- - ( `p RE(1✓rt rlcl`j o F3jT'i. EL. = ZI .' 21.00 2Zp _ V_ II � ( i Io ^I o� i �go titi D. ,� \ x •xtil � f �I I • I I Itio INo I � � I I� � ZZ.g I Cool Zt.S • Z4° P,1-i E • 19" FNR �.3 Q �-�dGGE L Ft>;Lp 12' P 'FIuL:� Cj N ICI "O i2r-, d1T { F- 1i•o � 2 3•0 IQ IZ 1 ~ >L v N 23 00 v N � ti U .� -N I 22.00 2 ' y e .g j�rr�p E 22•- I ri`-. - 21. 1' � I`i.eS.r'it�lcn� •�I�r`Is 22"p r�EFz F TF - ' CAP mkcie PALM I-- 7a•5 Z ar i V Ey � I I ►511 / I c�*sc vA�rAs Q'Gf}aIr{ .T ia�tKs, i..L (cam' rroal La YI iG LrC URI Ul _ �To f riolti� _ -RRISi 4 4itl ! i':" I f1 M I \"-` r A6SPib" 0 I p1 . tt3" �21.e 6Ltf 0ES7S 62� 5f o. , o'T EN T tt3 RR� w E !TeErl •' r y FYf'10, r-I ELEC�F�1C �' *? ABC K pf.G cw�iR CT 1/�Ar}� REV,=2' II � � �� . .� 1 aPPR�ts.,. c',�i-�F''4,,'.� 3+4 �"C�,iE3' cs�Ba.C•,� r -' x°. r.,- Iti° N` �n9• ns'�I?�` /fir I '��y �`�� a' �- -- _ . tb G4T3 FBI-iCG Pf1v1 r , elti� l,a` tPICN(G V ix; C&w•Lc . 4 P`N L_, - - � I I I I 48 HOURS BEFORE DIGGING CALL_ TOLL FREE 14 ®®4`4770 ; U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER � I I 'i r1,s LE. To D.1 N r/a-1 }-j >✓X I S. r' Nv Drtn.Ir1A•G•� bL�Tt..IE�N P2o�E.�T� LINE I al to EDGE o �aM G T S IpEI 1� L Im p >�Iri 1!a e.l.d ly v fl2 I �/Et�l a,••�r I�,, � �i T•i 1� 50 0 4Jall- ,. o, x- a - - - - --- - - - A l f E O 22.0 S I o - or�crLE. I' LLIr 1 a Fu u2� P-/E MEHT=1j"071 &/ze-es. �• I 13 �l I xis � 12. 21.- I N NA Ix 21.0'l} YI ;I I rI =7 2.9 �1 d P.�� Par e,E�c- sp��s �-�"��. �� Er1�l-, � � �• ��v� G''�1-f82 (b}A�j j-iArfiDIG�•(�rE*��- L� j9�� � I �� I j--,.. (O 6E GrL�SS>f-p . f�a`'R�� TYPE IGI �ti -�• - - - --I SIrl 1 i �LI� �� i \, j'{.I I't� - Q,�'' .I'T 1!'1�• I r 'N' �ti` �,�%' I ri �,.. .,nlv• = ISI 20 i9' I ,5r1� 4 f RF(► 6)z 1,5rl r LL �t>✓�.o�� Tt�G� ��, I i Q Ird4P Act SlbriS It T- 4, G �. I I 'V ,,*-7I_ IP--Ir.= r::;o City of Sebastian 12-25 T'lal'! 1-3rr2ee✓r- Sebastian, Florida 32978-0127 (5co1) 589-5330 12 ae 'U 12 e t� City of Sebastian Site Plan St. John's River Water Management District 40C-42 �,2j•1 Er�IST'IfiGa �(•�T- cLc���-lor} 22•v p� Gor••}roLlf2 EL�a-�r( .tt-�+,:�:�".:... � I SEC% A•�ir'�F-i.6-i�T' �20�'�ep G�T-IGt¢-Erb Ge"TF-: I?- ri r- �.�.p. PC-,ri G• M • � Gorz2oG _fo-fl ri r-ra•-L r, r a E.>•rl S G r� r�N A-. �S . /s.w.nH�GO E�z�Ery�+•�� �--�Tct-'1S H,&; I(i1GA.r ra6p ---�--•-x mo*-I,o 1 r-i L 1 r-1 IK• �G r1�E•- - 071 PROS PtEti. H e{ rZ r H �-I r;S T F L A r-1,1_ N ff I re-, --rPV_-ET F"d reHT ar r G'�(Lril;� off- SL.13JE�T P�P�2rT' ELE�r,n.j-lorl = Z�i,2Z rj.�.vp. t_..,a. r•-i p� cam• (-�� L�.�E r`-i � I izf �7ros>:p L,aLJV_EL_ 04KS �To f�E �� (�d� rGrJ o6-i s r •�`� �(LpQosEr�? L A r1e- All plant materials shall conform to standards for Florida No. 1 or better as stated in "Grz-!es and Standards" for nursery plants. All landscaping shall comply with the City of Sebastian's Landscape and Tree Ordinances. All landscaping shall be irrigated by underground sprinkler system. I , F�'P'�E�� 2EoLl12Ep - Zo0 S EAT"S ( I <:fp -T S �e DES 2 . � P,�es r� Qo✓I PEA = 8 (a I2 E�.L1 L�.R- < C�2aS�E p 1 UE OSWECO�.IlusLAW NO ST .- c AV DOLPHIN' �'-� x 14 TARPON o " JAMACIi y - y F{AMINGO a rn = bJ Q a lL t p p W y S Q w AN j 2 CN LEA AVE 2 m 'Q' y V N Oe N N CLAIA LA FEA 'Al:4 CIA itO, Y WAY `n o 'ULIP DR SE23_: GENESEE oo w GREf N811111 EA A ;`(a k fiULlSTAEAM AY II u �¢ MAJESTIC V m a W, \ siN s Q MONTR� E �I 11 1 U ►L SWEEIBAY N-AY v ei H7 512 'rrra SITE DATA ZONED = RECREATION TOTAL SITE AREA = 318,196.00 sq. ft. = 7.30 acres DEVELOPMENT AREA = 318,196.00 sq. ft. = 7.30 acres = 100% EXISTING BUILDING AREA = 5,721.86 sq. ft. PROPOSED ASPHALT = 19,552.00 sq. ft. PROPOSED CONCRETE WALKS = 7,146.67 sq. ft. PROPOSED BASKETBALL COURTS = 4,200.00 sq ft. PROPOSED PICNIC SHELTERS = 2,880.00 sq. ft. TOTAL IMPERVIOUS AREA = 39,500.53 sq. ft. = 12.4% TOTAL PERVIOUS AREA = 278,695.14 sq. ft. = 87.6% DRAINAGE CALCULATIONS LJ Q E DORADO co ORLANDO Q c)- -CARAVAN-TER- 1. WQ RETENTION REQUIRED = 318,195.67 sq.ft.(1")(1 ft./12") = 26,517.00 cubic feet 2. RETENTION PROVIDED ={[(160'+150')/2]*[(40'+30')/2]}*(1') + {[(85'+75')/2]*[(40'+30')/2]}*(1') + {[(125'+115')/2]*[(70'+60')/2])*(1') + {[(80'+70')/2]*[(35'+25')/2)])*(1') + {[(120'+110')/2]*[(50'+40')/2])*(1') + [(460'+140'+38')*(10'/2)]*(1') = 26,640.00 cubic feet 3. RECOVERY OVER 72 HOURS = 72 hr.(60min./lhr.)(60sec./1min.) [7.9x10^-6 cfs/(sq.ft./ft.)](1')(26,640.00 cuff) = 54,550.20 cubic feet (k value: Reference percolation test from adjacent project SJRWMD #42-061-0332NG) T- Trees Along Barber Street = 173' (1 Tree/50') = 4 Trees Trees Along Atlantus Terrace (1 Tree/) _ ] Treed Trees Along Tulip Drive = 295o' (1 Tree/501) _ -7 Trees Trees Along Fairfield Lane = 130' (1 Tree/501) = 3 Trees Interior Landscaping - `15 Spaces (10 Sq.Ft./Space) _ q2)0 Sq.Ft. Trees Required for Interior Landscaping = '1zp Sq.Ft. (1 Tree/50 Sq.Ft.) = 19 Trees Non -Vehicular Open Space = kpcllo15 Sq.Tt.(1Tree/3500Sq.Ft.) = q�, Trees Total Trees Required = &I Trees Total Trees Existing = Trees (Credit from existing) Total Trees ;55 Trees Tbf-o-L- Tt2EES �2o i'p�j - T2EL'_5 q � LJ Li z Li z z 3 > � w J o w Dz L_ Q c� 00 co cl �c) �I/D� cc o U W C� CQ O C W W U.� J �c OL L Z d cl w SHEET OF t--- MARTHA S. KI �® To(� ar aA+L aegr.a -IKt=_ ,bj Ir'ITra�SE=c IG°rj =S v"rzPrlic• �I_W- ®n Ak6, Abe_srf 6-tKE PatH A.rt® Tuarl ��� �Idt`L` Cr-t(� NA_115A•s o1&oS0%A ®F PA^✓ MFsr-Fr vrt ri'"T•H `117M `7 --orm-s-- ' X-t.4A►LV _ r'1,& Ir)GS PEr- �R�EPZTM Fc>a( Irir->e-e r)o. 1134•�� T U L 1 F D F, 1 \/ -- - 4 SI t.1A �Ror]� N-12. W/ r-tl RX.t� Er1C-s v 1'"`("rf Lirm Irt t�4�*`� � 1Q.13 i nvl�rzrs .o' ��a xM lyed aas N-12 jE Er1a S- - - x- - - - - - - - ��� - - - �qti - -4� � 1d) IM f I� II � N - - M \'}y ?s�" Pi C7E ►�►M TIC L --- •,yo ga - --''p ��e�a SrJ®t,e gTr1.. �I.C?' to T ri PP �t4[t�j rf I rig tam ,�-., • �® I ^®t u•5 24" QII-1� 19" PINS oL3• ri � rt a- L_ L I Nam• = 2 P,Jr °PI , " Caae�vw P AI 14" PItdIE� I "P1�ies N I �I 8' V-JI Ai< �'F P"Ne• T>z ES O REr°'+a•i I�i , f r� all � r - R f .f IltS°' f � (Q S �4•sBACc �.�,Ms o' li VC 1261 V 3 ' r' 25' z® q'crfalrt LINr� Ic�rIGE BAsK TB LL ff- I I C UR 5 z1 ROPO - I ® �r1�1N RAISED D91 to IELD CON, � PA. W I i I C10 �• 0 ��.� �•; s�n�wal o RETENTION AREA ( 1ce�rt lri� aEflSRPG25N �tio '� Jj P�oTraM ktEV• 21.0' EJECT IC �To'r1o' ri) eafL�`�o ILn(� AlC PPD I � `s Gr,� ctysteR. CT •' ;'Ih.tr�� Etk.V.=2; - 1-t I I [ LR11t fF ELEy. 23,5' i 'J �. c Wsjert (-To Pr rjeqr{� llJ I 011 , ► , •-- Iy Ay nY r17'' I ' titi' titi°� r Itx + 1 I.. + �,�„ I ' I Gu j . , • tb" Ut3�M'►coe P,•rl GRILL` 6ANL` K I `a^ 4 .L`�PICPdIC SHELiE fry) i `'is ti F EL 23.5 + _ + II ati ti ti\U�- N -oil NLI 4 I i A T L I I I I I 48 HOURS BEFORE DIGGING CALL TOLL FREE 14004324770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER ReGrc�e 'r-- A&L m- To r"1 al N A 1 ri Esc Imo. �11 1G P"I r14sG g%=T„ aorf P�E�T'r L -, HE ap E®� ®,� � r1 T I �IoL t� rev 4Tv,l (SIGLit GQo'SSt^IA-L{G 04 ;:1. 1 - • x3 Zi. 2t.o � I � f to z i L- � F 1.11r't I I I Saa. vlF,�nA L_ i --,-Te la i I 41 1' I EL. 2. " (_-f IN AU MEY s-512 ~ ELLE ROAN AVI - -- 0 City of Sebastian ,NEC uY >< AV M 12.25 TIA11-4 _5rmf�BI_ III BLUE 03 o o Sebastian, Florida 32978-0127 ISLAND IT- = V 00LtmM f Y i AUTUI111TE11 (5c•1) 589-5330 s u TAn"M AV CANW r = City of Sebastian Site Plan St. John's River Water Management District 40C-42 c7-> V-ernR®N- �j'M • EL.= 21.0' I I I � -� �.yt.l Es<I�'+T'i rIG� ��i CL�,,••�,o,--) Aa ,:. ` 2i.� I N � I - 21.0 �Qo�`SBG� Gor}�'o112 ELI�✓A-�rj T ---^- t�I2A°Ir-i�e Flv►•1 to Z2ao 7j'o qHL • N � � , r � fir= �� •}�•�,� P�'�P�ev ��-'.ter REr�- 1rFti! R.GcorlC-gE r-- eoP°`'S J Ar>, Ag1GeV I'�A.I ry AaG r- s -�TLr~ts N.Ir►,• - �'� ISt f"-&,'I�. � �^' Inv. = 1i,cr�1 � P•1'. o I IG11�4� C-11 E>!15(0 l IS GMP ---�-)4 PP,OPOSED `HA.,y Llr-11- ��r{GE Zl.�i r ,v P1Ct�\C15NLlL III La � III x RP d IPb -4 I ?S % �€ ,L- _t 42.11 as ; Sr ( W At:: Tk I S P, i� E A �� V (- F d C135 a-5-M" =fit .t.: h STAND Mkc` �• 4 3' SEWER ftIANHOLES (EXIS71 NGl 0 {Ext T1r16) � 1�3 I Ex►sTaNA 1350 © � V A Pcxri Ks I i ® 13 "4 H®rZTH6J EST_ FLA roe- e`t:zL'T' oN FI RG ( t•-I BHT- ?R100 � 1.-`rNv EcsT � E'.'�R•PSE� �T-��s.•I- �d✓EMEriT arty -ofS1.JBTL--�j' P��rY ELE�l�.-j-Iorl � z3.2z N,�.vp• E� QRQC1tCE, I �oo-f�JL FI�Lb o b � _ I �. � I � ��' i _JLJ I I Ld cc coI �'Ro�osEt� palm► �t;� CS) 1° I%� E� � I I L� � fZE Ld'-btG1� or! s I •�G� Tz. -- -- � P�o��co Ll�vsT>z�rr �I���>✓ KDW51DE C>RAMWIE Tm.ITCM �{' ,�' \'? / A ys. EX!ST1?VG PINE TREE _ ,JAs 20 T--P.v'r. �-- - - - - - -,�- - - - - - - � � - - --Ic emu` - ®•--®� � I\ I I CC tt--�� tt----��11. All plant materials shall conform to standards for Florida 1.r t, P, G G JCL I No. 1 or better as stated in "Grs.1es and Standards" for I II nursery plants. I' 2. All landscaping shall comply with the City of Sebastian's I Landscape and Tree Ordinances. i 3. All landscaping shall be irrigated by underground sprinkler system. I .&.H ti Zc>o g N o•r-I®I �. ���ry MCI M=r u I cola 91 I Men =f I MIm Cl - I M inn <A I M/MAf VIA OENESEE AV '� 0 y, IIW/I � J W J t; f MUNT" E N751 `! ronr " +W} dl::;Ir e- SITE DATA ZONED = RECREATION TOTAL SITE AREA = 318,196.00 sq. ft. = 7.30 acres DEVELOPMENT AREA = 318,196.00 sq. ft. = 7.30 acres = 100% EXISTING BUILDING AREA = 5,721.86 sq. ft. PROPOSED ASPHALT = 19,552.00 sq. ft. PROPOSED CONCRETE WALKS = 7,146.67 sq. ft. PROPOSED BASKETBALL COURTS = 4,200.00 sq ft. PROPOSED PICNIC SHELTERS = 2,880.00 sq. ft. TOTAL IMPERVIOUS AREA = 39,500.53 sq. ft. = 12.4% TOTAL PERVIOUS AREA = 278,695.14 sq. ft. = 87.6% DRAINAGE CALCULATION DONAD 3 co CD 0 JI !i N 1. WQ RETENTION REQUIRED = 318,195.67 sq.ft.(1")(1 ft./1211) = 26,517.00 cubic feet 2. RETENTION PROVIDED ={[(160'+150')/2]*[(40'+30')/2])*(11) + {[(85'+75')/2]*[(40'+30')/2])*(1') + {[(1254115')/2]*[(70'+60')/2])*(1') + {[(80'+70')/2]*[(35'+25')/2)])*(1') + {[(1204110')/2]*[(50'+40')/2])*(1') + [(460'+140'+38')*(10'/2)]*(1') = 26,640.00 cubic feet 3. RECOVERY OVER 72 HOURS = 72 hr.(60min./1hr.)(60sec./1min.) [7.9x10^-6 cfs/(sq.ft./ft.)](1')(26,640.00 cu.ft.) = 54,550.20 cubic feet (k value: Reference percolation test from adjacent project SJRWMD #42-061-0332NG) Trees Along Barber Street = 173' (1 Tree/501) - 4 Trees Trees Along Atlantus Terrace = 5Q(y (1 Tree/35.7) - 1STrees Trees Along Tulip Drive = gyp' (1 Tree/501) _ "[Trees Trees Along Fairfield Lane 130' (1 Tree/501) - 3 Trees Interior Landscaping = q5 Spaces (10 Sq.Ft./Space) 412p Sq.Ft. Trees Required for Interior Landscaping '12)0 Sq.Ft. (1 Tree/50 Sq.Ft.) = 19 Trees Non -Vehicular Open Space = `po,ol5, Sq.ct°(1Tree/3500Sq.Ft.) = 4c. Trees Total Trees Required = 81 Trees Total Trees Existing 70 Trees (Credit from existing) Total Trees 1`2"P- 5B42 �*ttE P L krA Cam' MARTHA S. KIRKW❑❑D, FLORIDA P.E. #34377 . Q Q w o z w z w zi 3 > ❑ w w � a Lo o CT� �c co Q� o�� w o AMID t OF 2-