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002-16 Large Plan
v C C6 2 M V 0 to C 0) .F a) O C W N O O N -6 • = I .r CL 0 U CL O LO t` N ch O O N N M 3 .0 N z W ul O N 0 _� 5 2 (1) 0) C 0) to IL Lfj O N O N O O CN Co 0 z s 0 r_ e=J -- 5' UNOBSTRUCTED AREA Q 1 1391 W FINISHED GRADE (ELEV. =t7.5' TO 8.0') -,� INV. EL. =6.5 INV. EL. =6.6 5' MiN T( BUILDING FF EL = 10.0' 1,3- CONC �� - - : , - Z% :::: t..__ , -_.1t ___!,_._.; :.._:,!._.,:;.:::;;.;• ;::_: -i ':::;!i_ !1 :__'i; _:"�: • ='i'i? Vii= _ ` i ?f! {`}: 1'1-,: �1 --!.^ ::L.,_. -.I i� -1.a• of -�, ".tl, - - .i, -`L, =1. !. _ :j' _ii` _ tli:: :tl��_.i. V ii _iii -xl. �, I , ri. __,. = I;_.:i i!,=I . ::i, 1': ,,. ,1=• .•11 ,_., �i� �.1- -1;,__ . =�(f{ i� �I .` :i �J /��/ 0 M-0- T o, o 0 0 0 0 0`- o 0 0 0 0 ENO �/ `! SS 1 �` 000000 00000 00000 00000 00000 /17 ". °o °o °o o o °�° o °o °o 00000 % 98. ��, 0 ' ;= 00° 0 ° ° °0 °0 Z o ° °o ° °° ITS S,� ;,,' o °o °o° o °o °o °o °o °o °o 5 o °o °o °o °o °o °o � S t� �1��:_ - S ' o� J 4 PERFORATE 2 TYP' ---- 3 TYP - -I NE'�� s�� ...''•.... ' ;.: r C PVC PIPE (TYP) .:;� C / Qv o4c / V A, .` oo N �._ C SEASONAL HIGH WATER = 4.0 TRENCH CROSS - SECTION DETAIL DISTRIBUTION BOX 6.7 DISTRIBUTION BOX -� V6.8 " :•,' _ ' INV, EL. = 6.9 --/ L 6.7 NOTE: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 62E -6 AND PALM BEACH COUNTY ENVIRONMENTAL CONTROL RULES. SEPTIC TANK EXISTING i DRAINFIEL D N.T.S. EFFLUENT TO DRAINFIELD --- ------ .:. & Z_ 1000n, Dock �,e EX. CCCC `_� f _ FINISH FLOOR EL. = 10.0 A No 4/, ' `7 _ ;10'. 9. w.. f \ " . .� - -�- 61 �? � ,' �- T 't _ o _/__ "I C _�� I , � � __7:�,���� a may; 1�. ,'� ^` `. �< �'l '� �� O`O _ i. ',.; c INV EL =7.5 . `� - l% � ' \ - V ` Q ! INFLUENT FROM HOME AT HOUSE /� - I %E- NV. EL. =6.9 INV. EL. =7.0 0 /`., / \ t. �` PAD �, , , ` t Y Z Qy y �� .T;r , i , ' 0 Q �. 1, 350 GALLON -; - ; 765 sJ` `.1 /rte`.. �'. U 1\ SEPTIC TANK O ® •., POOL DECK t, �' , pp\� 'l. 0 , T �� ` T iw GO /{ r .. ! / P % r 1. POOL SECURITY , ,> 18° sq: p12UBLE ROW 17 � ' % ,�r Y f ', _ E ` , f _ ''' t i of -i: % i .:/ ( i�" Y FENCE 5 ht PA VER BLOCK PA TH %/ SEPTIC TANK DIMENSIONS: ` '` SET 2" APART, GF' ,� �y 113 "L X 69 "W X 66° D = 1SOD BETWEEN BLOCKS SEPTIC SYSTEM PROFILE �� `' Q4/� r . s. 'fit t' ,:' �� 1. S% �� �0 i . -- �` 4 ''� �� 0 ''3s t 'Ii`'' \ 11. INFLUENT ,�� OQ , �' �'; ' pp: �% <_... • ,,� -; , ., �..ty; yY o- : I. ,l ' 1 .� _ .� lI ! `,j \ ci, '. j /� �i / ,f s , O. . �� ;' 1 1,350 - GALLON FROM :a 0, " 4,;' V "r ° r . �\ i' SEPTIC TANK HOME �S �� 1' ,` ' +-:u1 i��; _ ` _ ti t•.1 t...- �' 3 ' i a 't i / STD. PRE -CAST CONCRETE SEPTIC TANK (1,200 -GAL) 3500 psi APPROX DIM = 113" L X 69 "W X 66 "D SEPTIC SYSTEM PLAN GREYWATER SYSTEM: 2 EXFILTRATION TRENCHES: 3'x 25' PLUS END LOOP p F 150 SF TOTAL 51XEOI ANCHO EA SEMEN T FDUND 314 / IRL7 PIP (N E O NUMBER) BE C�� : i` �, 1; }.'X�, h ^env _ 17 }� , t' 1 / / ' i _ y , n,.` t 4' •.. L T / .„ , UNO STRUCTED AREA: INV. EL.- 7.0 �: ,� . / n , -- , : �.. RE :t �o; .rte .,' -�; :`.. ,� IRED = 1,000sf S j� tee- :" - /('} , C ^C . �J'( �/ o, ka Z7 t " - -� FF EL - 10.0 / *�'' s � PR VIDED = 1,006sf ;Q( 1. 111P )� C � 4-1 ?` -- �, 7 / ;r. V J V 0 v" Vic• '(.�..., r..l, ->L„ n ��- .y= ..._.�. t r/ /� f ��:.,�+; < :;Tr 1,350- GALLON .0 •: c 1�- -7r• �/ A C A N T SEPTIC TANK - fh ` Q -j (� �f1�, 1.11 ,.. r _ I yp .• DISTRIBUTION ,._. /. '�' ` �1 wo�� BOX , Q 0 k, 01-/.. ._.. - . '� ' - ' �J 11. ,, UNOBSTRUCTED AREA: ;4 , `� + - REQUIRED = 300sf /%/" e� _, \ \ �/ . ��' \ a a .� is o u 1. O t \ 1 F ;' t ,: �0 PROVIDED = 302sf i _ �' 'fir - - -' ,.:. -, `�, I. �� ' \ti 6 \1 �: :�,..._._..._ 250- }` {,' Q /��C� 0 e o\ -:. s;`; GALLON ., �: \ / '•,v ,, w o,\ OG ,; :, IC TANK ,�. ,, _ - i - �j_, �i , M1r s;< \ I., \ \ t i j -- (� �, Y , t V G _ r �•� r Z 0 / : i. t 2 _._ c s t 1 t � o ;`` /\ JJ' __ o �V G - a t f `, � _ /. t Y i i V G i O e S •''r - r t i t .h +,. -- 1 4 t , o - :,.mot. P -r - - - r, - _.. \ t t- . r a Q no" LOCATION MAP N. T. S. OS-1V LEGEND: �� �■ PROPERTY LIMITS A SECTION IDENTIFIER 7 PLAN PAGE DETAIL PAGE DENOTES SEPTIC SYSTEM DRAINFIELD: 4" PERF PVC ROCK & DRAINFIELD GRAVEL WRAPPED IN FILTER FABRIC. DENOT ES UNOB STRUCTED AREA REQUIRED FOR MAIN SEPTIC AND LAUNDRY SEPTIC DRAINFIELDS. r CALL 48 HOURS BEFORE YOU DIG, IT'S THE LAW 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1 " = 10' -5 0 10 20 in E 01 5 15 r r 4. 4� - 1. - .,.., , ' . 1. .l, Q 1. (.. /.r .r� 1 f' ,.. , ., ' r n i C� r F' 0 r � t v`. ... - s >... RGS _ G ,... / " ,- (1 lD` (.r' J 1!�LJl: , . ,` :, tc. ALC .A 1. t' o ! : , . / 1 it tl �, a. 4 "L•: 'i ,: is '' 1 - I �: • - J ltJ Ivi01. LTS, GULF (t/0205 - _r - } i. > : { i_ /- �'1 t , l?L :� A. :..,:. o 1 r c '` associates Incor rn d 4 x 7 1b ff,., 1 K Vl 2/2/2002 C i . JJ /_ �1 .L^ - \ t.. ; ' 1 .� 1 ..i. - ! I '� - i /. t ,.. 1 If- 1 1 l 1 :'i . r a' J r r 'i S L .._L7 ` t , tive i -.. n: .: P ,:: �. SI r t` t ,.. 0 L ii F -S 11 l .. J i' U _.i�� -<; 1. Des' r .a• •, •,. fo -L� � afof are irxlicated o a c n r 11rtec , S ..; PROFILE , v, : DISTRIBUT ON `;'L!- .' C - Q a 4 SAIL �',- �l Q f,; \ - W -: # : ,_.. _.5.\ • ; t_ _,__, t .:..,. , r / Per Sa1s r Maxurwn Trench Lead - ;rp (h °� t.� „ ,(: !r (' `t ' ? e, ir>gRate .`?.:GPDIsf i ,PROFILE BOX r... ;, _ , t j: ,, - ,. , = „r. ,,, (� S` ti`: J 5. 4 ,, `S 3 # LTtr1a 1. '} J t. \, ) �. . ti• r' %' :1�: i .t ` i.a ,., ., \:. Ca ./ 1 Q•f tf} v 1. ti ,r 3- INFILL GAP IN HEDGE ie ' J it `:. LINE W1 TH FICUS SHRU y p BS 71-V . 4 +7,27 ENCH MARK,, T ©P L7/F NAIL & WASHER +7,26 24' PAVING ,... % r :_.. , tl ` tv ,-' z.. '�1 _, V 15 t'� •/ F t / .� v , 4 r . /. n r'. 1•' C t i .t. � - . t •t :\ .i .;1 v 1 _ �• •`t 'r' 4j t• i'� -i •i .:r l.: ': =; , . �. ,a al I h -J t S •f l �i j- ', l t . (r /' 'i �= =- \. k /^ V i i "1" i . A c - t f. t I ; �+ 4 t Y .., i ".. `� , -,f .. y .. - , - ;..i_ J . . •:tip: .. ,. �,_�. A. ; t _ } �t" .,. ,�„ 4 A,- 510, �� '� 1 l -,` SOIL 1. ,. .c ._ ! PR ILE T ';Iri ;!1�! PROPOSED \ !� `s t , _' ' �`.: ��;, '�`. �- ` WATER METER �i ' `T Y - �` LOCATION 1p, I ,. ._ R_ l.r , R + t .., S 2500 SF i 't' � ' e " 11 PAVER BRICK AT DRIVE & COURT _ _,�';! r' 1 - L H - C XIST.,12'h LIVE i. ' L P r - -�-= � , FENCE AND HEDGE ^i \ �6 9 OF pq VE �....,. TO BE REMOVED / ,ni 6 � MENT__ S PO /NT �A / SJN Or` / BENCHMARK: / TOP OF NAIL // & WASHER ELEV 6.72 ` N 1 MA ,Q , �`6 '� T -,65 G1/ NO WELLS L7R SEPTIC SYSTEMS WITHIN 75' L7F PROPER T Y �_ ,gSh'O� O'° O� --�_ 6, >� F t <sfactor4 sods t eplac ed to a mrnmrnt of 54 below Qte elevation of Iliz clrtu>lieltt. v of S ste x t m: E fl ration Tr s erlche or Absor Ts'f1e � ❑ tort Bed ❑ JK J Separate G Water System ❑ � Grey ,, rt._ e w F �, ,,,, . .. , r' 1; Vak,.' .frf Y { ,'t• s•a ' r v.' r;rs.•a.5t�'i'ftaitii ... IT .o(�W •,. , ,.. "`T,t•b�� i�v! aE�,. 1. �'-,.,. Na.` ���,• 1�•- G�" s,�,4t "�e!4.�,2i�1�•_,'i:tLr.SL i.'r37�.YJ2la�t w.idl,�: . 4 oW ] RAt .: er Tab le 1 of 64G6 sine }e f m rotr residences with rrnt>r dvtn .. lY e ty acc'17 50 sfrn fraction t le trcq 3 300 fo f aria ri4t YVIdE fa r flows of400 GP D ]! aro Iter I00 �xf f 0 t PRIMARY SYSTE (4586 - 3300sf =1286 => 1286 1750 so = 2 3 EXFILTRATION TRENCHES: 1 = »r7awlt��te= 400e�]d'j (2xltx})= 600.00 3'x 56' PLUS E D LOOP Itterefore, Ilowl2.tte = C]00 GPt) 504 SI' TOTAL i Septic Tank Size: (Per Table 1I - 6 }Fr6 1354 Gallons n , For Ms Sewage Flows Belween 501 and 600GPD, Ivfin Septic Tardc Sine = 1350 Gaflom TR CO/ vC�l i}+ench Area Require(]- (Flow / Loac FLtte �VSf` O O�M�� * *RF.FLE0SA 25 %REDUCI7MNFUR.S PA&-4TF- GREI'TK4 TER . F. Leo p'9� Trench Area Provided Overall Dimensions: 13' Wide by 56' Long llpob S/ ' * 'I Itvttclles: +� ' +tt`Ft. Wide Xr1 :*' #i t `Ft. Ln 41 Bed Area Provided: >6 J y O/l/ (NOTf1PPLICt1iiLE - 7'L2ENCII_ tPPLIES) #L 3 �JQ/J Bed A�va; �" } t , 'Ft. Wide x!, , ` rNyt�� ,Ft. Long = (1N /A) S3 Cinobsttucted Area Re 'd: (2 x Tren h Area) _ T__ y.� Unobstructed Area Provided: " ,..,1:', j{�p /•;: - 6 SF \ (Refer to Cross - Hatched Alva on Fngiwe irg Plan) O r.0 t� i'$ i'i'il'rr��immamr i; N•i:. -.3 t .G } v d �a- 3Y`� � ,+ra' > rr is :a.. ,_,..tgiK;w.H,N1 i; i . , a ,:tft i r �..:�I n" Launt6y (greywwtet) System Sizings: V (jWn R] Trench System ❑Bed System Nunivrofl3edroorm: lattxiry Tat* Size: 250 Gailons (For tp to 75 GPD Flow) Latxrlly Trench Area Provided: (75sf1or two hedtncxm phx 25sffor each add'l bedroom) Lanky Trench Dtainiield Six: 150 St+ !, Unot]stnicted Alva: 300 SF Certified By_ Joseph Me, RE Florida Reg'tstrtlion No. 42696 %\H pserverieda- datalexceA20021(02051- MCLYNWX SEFrr_xlsrALCLLAT10t•J 0 COPYRIGHT 2002 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. �J 4 4 -_)��,, M N Z O _N W Ix I1:i a 0 14 J Q W F_ N 0. = W . Z 00 �Z Q ``' >0 J- W O zN O M M w a: to rn w `° Ya N d QO = W EL W N tJ O --, IP4 W co co W `•' ✓ n �t !!� Q b®d P4 W � C) O P4 P4 W W 11 Q " �a� �� �� Q4 W W PL� W rrP4 t� co >4 W C/D 4 1-t LO 1^� C\2 E-+ z Ln < � to &_ � t,- .4 4- t -) V') N C) O ov U - Li t ^d s x f mss" Q) ,� � p i;y,,, ,� v LL �i � � ,v T�i:. p m Q, Z ���F `>1 o W a U a) ltti�+� � I-t-•l ti4t , O - ' ;. > O a � R U F t `j wr,,, W d_ t- tin °' r- t as d a N 0 r-, M c a W o0 W °' iv Z, N 0 IL ,Z' W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 10/30/02 JOB NO. 02051 -ENG2 SHEET NO. I OF 1 ` 17, ; /� ,h: ; I';. �.:' , REMOVED FROM DRIVE % - O! _e - 8 S8 r- -• '^ , - 7 I .. ..� -... 1 r . , - ....- _..r- ._...... .._. ............ r.., ti G B - 10 ;, =, . ,.. _....._.., .� . ? - = =-�, .?=== :,_ Ot�v ^ -•-- _ T f :rr + 7.3 7, 4 , E I 4 WOOD FENCE TING 5 C.L. FENCE AT > 90.00 N 90 00 0 • ._,..1 ® ORNER OF LOT o . - -' -r' ,� FENCE AND HEDGE i FENCE 0,51 EAST TO BE REMOVED in y TO TH /S POINT PU E: , lw r, °- AND 0, �' SL7U H t 1� ,1 c��I � 1 - +7,27 ENCH MARK,, T ©P L7/F NAIL & WASHER +7,26 24' PAVING ,... % r :_.. , tl ` tv ,-' z.. '�1 _, V 15 t'� •/ F t / .� v , 4 r . /. n r'. 1•' C t i .t. � - . t •t :\ .i .;1 v 1 _ �• •`t 'r' 4j t• i'� -i •i .:r l.: ': =; , . �. ,a al I h -J t S •f l �i j- ', l t . (r /' 'i �= =- \. k /^ V i i "1" i . A c - t f. t I ; �+ 4 t Y .., i ".. `� , -,f .. y .. - , - ;..i_ J . . •:tip: .. ,. �,_�. A. ; t _ } �t" .,. ,�„ 4 A,- 510, �� '� 1 l -,` SOIL 1. ,. .c ._ ! PR ILE T ';Iri ;!1�! PROPOSED \ !� `s t , _' ' �`.: ��;, '�`. �- ` WATER METER �i ' `T Y - �` LOCATION 1p, I ,. ._ R_ l.r , R + t .., S 2500 SF i 't' � ' e " 11 PAVER BRICK AT DRIVE & COURT _ _,�';! r' 1 - L H - C XIST.,12'h LIVE i. ' L P r - -�-= � , FENCE AND HEDGE ^i \ �6 9 OF pq VE �....,. TO BE REMOVED / ,ni 6 � MENT__ S PO /NT �A / SJN Or` / BENCHMARK: / TOP OF NAIL // & WASHER ELEV 6.72 ` N 1 MA ,Q , �`6 '� T -,65 G1/ NO WELLS L7R SEPTIC SYSTEMS WITHIN 75' L7F PROPER T Y �_ ,gSh'O� O'° O� --�_ 6, >� F t <sfactor4 sods t eplac ed to a mrnmrnt of 54 below Qte elevation of Iliz clrtu>lieltt. v of S ste x t m: E fl ration Tr s erlche or Absor Ts'f1e � ❑ tort Bed ❑ JK J Separate G Water System ❑ � Grey ,, rt._ e w F �, ,,,, . .. , r' 1; Vak,.' .frf Y { ,'t• s•a ' r v.' r;rs.•a.5t�'i'ftaitii ... IT .o(�W •,. , ,.. "`T,t•b�� i�v! aE�,. 1. �'-,.,. Na.` ���,• 1�•- G�" s,�,4t "�e!4.�,2i�1�•_,'i:tLr.SL i.'r37�.YJ2la�t w.idl,�: . 4 oW ] RAt .: er Tab le 1 of 64G6 sine }e f m rotr residences with rrnt>r dvtn .. lY e ty acc'17 50 sfrn fraction t le trcq 3 300 fo f aria ri4t YVIdE fa r flows of400 GP D ]! aro Iter I00 �xf f 0 t PRIMARY SYSTE (4586 - 3300sf =1286 => 1286 1750 so = 2 3 EXFILTRATION TRENCHES: 1 = »r7awlt��te= 400e�]d'j (2xltx})= 600.00 3'x 56' PLUS E D LOOP Itterefore, Ilowl2.tte = C]00 GPt) 504 SI' TOTAL i Septic Tank Size: (Per Table 1I - 6 }Fr6 1354 Gallons n , For Ms Sewage Flows Belween 501 and 600GPD, Ivfin Septic Tardc Sine = 1350 Gaflom TR CO/ vC�l i}+ench Area Require(]- (Flow / Loac FLtte �VSf` O O�M�� * *RF.FLE0SA 25 %REDUCI7MNFUR.S PA&-4TF- GREI'TK4 TER . F. Leo p'9� Trench Area Provided Overall Dimensions: 13' Wide by 56' Long llpob S/ ' * 'I Itvttclles: +� ' +tt`Ft. Wide Xr1 :*' #i t `Ft. Ln 41 Bed Area Provided: >6 J y O/l/ (NOTf1PPLICt1iiLE - 7'L2ENCII_ tPPLIES) #L 3 �JQ/J Bed A�va; �" } t , 'Ft. Wide x!, , ` rNyt�� ,Ft. Long = (1N /A) S3 Cinobsttucted Area Re 'd: (2 x Tren h Area) _ T__ y.� Unobstructed Area Provided: " ,..,1:', j{�p /•;: - 6 SF \ (Refer to Cross - Hatched Alva on Fngiwe irg Plan) O r.0 t� i'$ i'i'il'rr��immamr i; N•i:. -.3 t .G } v d �a- 3Y`� � ,+ra' > rr is :a.. ,_,..tgiK;w.H,N1 i; i . , a ,:tft i r �..:�I n" Launt6y (greywwtet) System Sizings: V (jWn R] Trench System ❑Bed System Nunivrofl3edroorm: lattxiry Tat* Size: 250 Gailons (For tp to 75 GPD Flow) Latxrlly Trench Area Provided: (75sf1or two hedtncxm phx 25sffor each add'l bedroom) Lanky Trench Dtainiield Six: 150 St+ !, Unot]stnicted Alva: 300 SF Certified By_ Joseph Me, RE Florida Reg'tstrtlion No. 42696 %\H pserverieda- datalexceA20021(02051- MCLYNWX SEFrr_xlsrALCLLAT10t•J 0 COPYRIGHT 2002 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. �J 4 4 -_)��,, M N Z O _N W Ix I1:i a 0 14 J Q W F_ N 0. = W . Z 00 �Z Q ``' >0 J- W O zN O M M w a: to rn w `° Ya N d QO = W EL W N tJ O --, IP4 W co co W `•' ✓ n �t !!� Q b®d P4 W � C) O P4 P4 W W 11 Q " �a� �� �� Q4 W W PL� W rrP4 t� co >4 W C/D 4 1-t LO 1^� C\2 E-+ z Ln < � to &_ � t,- .4 4- t -) V') N C) O ov U - Li t ^d s x f mss" Q) ,� � p i;y,,, ,� v LL �i � � ,v T�i:. p m Q, Z ���F `>1 o W a U a) ltti�+� � I-t-•l ti4t , O - ' ;. > O a � R U F t `j wr,,, W d_ t- tin °' r- t as d a N 0 r-, M c a W o0 W °' iv Z, N 0 IL ,Z' W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 10/30/02 JOB NO. 02051 -ENG2 SHEET NO. I OF 1 13LJ 5' - _5' MIN TO I- (n BUILDING < Li 139# 1 iil�'11111,11111111�iiiI FINISHED GRADE (ELEV.=±7.5- TO 8.0') --,,.,., FF EL = 10.0' _ -.� 1 f-iE I 'J1.-4;4 1 ):�.' 11 : " I 11111111111=1, -,-- ' """!!'!!!""I'll" '_ . �-rrf'_.U: � ff .. , A_. , ."t'j.,- ...'.�_!?� -T-1, - - ' -_ ' * - "' , ... . qli.."� T, 1�;:U - - -";-,' __� - � U.; 4. m - - ..., � -n-- -i-r! .--i ,-. -- .- -�.----', -z':1 I 1-",'--'.'l 1 1� - !I,__.fu_.'L;.i".!:.'_! -f`_1.1t I__ 17' � ..: ! !.j.-.-.-----,-..-.i;!-,.;'--..i-!-,-.i -"i.j7==_ .j i(!'�--_-.-._-.!j' -J, 1, - j ;-- ' - I' . I - -��.:!.-�--"-"`_' . I-, - . - . I I lv.l I P_ .A... _ '.'-_. .'. � i -;, J j___I � :. .,.-- i ;I : ' . . .. f. .- , 11�11:_'. - -*'. -_":! ".*, : . -i'l.t.i: '_ "i- . ; i .."..7'.1-11 � i .., -;- .� 1, 1 : . ::. '-.--i"--".''- ".....,- . � 11--ill--i ---j1---.- I i - -i f';'..".�_ I i f� _- ".." "'r. - I !, iT"t'j: ij-_....:J�i....�._'. ..... �!.*.'0__ .' 1 _u' * !&EL.='7"0'1-'-'fi.___I .' I;— . ";u.411_. . 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FENCE AT > 90.00, "Zi- N90"'00' FENCE AND HEDGE I (0 ' TO BE REMOVED kr) I /I TO THIS POINT Puff� 0 _1/ _�(Lb �'-I_ " I Li i - 0 ',\ . .1, , " - % 41� . I J" .. _V_� . / I ,- DISTRIBUTION -- BOX 1 - _'/ ' �- I , 41 " .I 'i �f � " . , t"� '. . , I , ;� " , .' ; , � t : , � .' . , , � , I , .' -"'� �A , ( 1 .1 , /I � .' I - ,34' PAVING � . ._". � .P i., '.�'.'.. '_,.-'- , '?" ...:, . " t' , . . .5 L .. . . ' ' "'�`. ..'.. , .- ` . . L . . . - . ..' - I � - ' .' . . . k - -) 1 ,.-.-.,?, L-;, '_R I .' . - ...:.. '. ...1. � 'i � . I . I I , 1 � ,..;- .. I ;_.. i ". ' I �'. '" ' '* . ...' . _ : , . _ f "'- * , . _ . 4 . _ , --'C;' �_ . ' ' " ' , , , , .' I _'. . I I . L .:� .. . L..... I .. . . . �� -, �. , -".I- .. , _�"- . . . � 1�' '-' ,:. '' I " .'_�' �".- - , _. .. . , �'F. . I --. - I I.. . .. ...a:. _ .- -� .. - ... - .. .,- *" �_ .!'. ' _'; k/ , . _'' , ' - , � '. ...' - .' 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". .. �� .�. � 111:-': '_.�`e'A'-. -, -I � 10 :� I TIONS , . �. i . 'I.[ ./�-_ _--) ilu&2= . I � I I �. : 1-1. Z -�.4. .. . 6 ' 'I i . (Z) u (� ]VIOLYNELTXRES. - GULFSTREANI(H02051) � . '�_ . . V ...: Y." :1 . 11�' � '-j C/) c2 Associates, Incorporateti t. ' - �- 'v-�_. , '. .. , 12/212002 i'/���;�'.� " I �:" I, , �;., . ` !.I � .. LC IV Given: . . :je. I'.% .�? C/) , A .. r Z , , �.. ;!�' __j ..�.. .. L � ... I � 1. .',' -,"... �. I V- .. A , .'� � . �* v C), -,:/ I— _u .' L'V,:.. _ _.' 1. De `11_14� ',' . _ _� � * , - co h-Z . sign-fDrOtNi", ,.P0sfof,AC livirgarea as iklicated onarcifdecit" plans i, , .. , - ; _." � �!... A i., (0, ff'* I . f i "IL-1-- .'.. ., ' � , I ' V1 I ' �y 2. Per,S(,xb llr�-, k1uhnim Trench LDadirg Rate = �P,14',-RA Gm/sr * " - ' , �� .... _*�' � - - . . . � . / I . -1 '. -. . . _'. .... I .. N I - I ; " � '' .: ' - :. .,..--'/: � '' . S 2 I . . , .. j. "'- ' :_" 1. 7 . / . ;..9, , - L * . _ . ' : ' ' F, ' .... .t-'. I �0 1� ". ..- , � a_ ?! '�\. . 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'. 4*4i )\111�--. i: I-, , , . .. .� I . . .--_��' j� __ *L ' ' � * I . . � P, - �L- I - .: ... . t...'!:. -!�*;',"...- i ..� I ' - \ ' - , .* - , � ."i I.% ... '-:,,,'-.;,- .".'.;!��. "'-..7:--- -.'�. .." " ; � I . � � -� " , , , x ! ! . Q . . ;; . I : : - :�-' '�' '. I .. ;r� . '... . . "� " 1 ' . , � 1 . ; .. .' "..' ; - � '. 9 : . - .. .. z -, . � . ; .. .% . � : � � " : . .L' ... .. . . r-� .- .' ' - , . N . , I, !E� - , - ' ' '� " ? ': - -:ti , '. .. !, '��' . , ,..,* , ' . .. - - .. ,;. ' � zi - . . � / - - -- i1 ...91 *!, ": . _ . , ... 11 . .' 1. .:. � I , \ . . . I/ � ..,-. � '! �. .-' I .. I . �. .."."& / � %.. I � �. .' '."'. '. ', � . N t '_. " � : %... - * % 'r , . . -.0 ;-",.; - - , . i , , . i I . , . 4 ; '.__ - �) '- - - . . I . . ; . '.� . � - ' , , '.; . . � . ....-I ... . � :1 . . - ' , , I I , � - , .1.1. ' ! ' � � �". : �' � , ".1 . "'34 ; . . , _M. ,- .. ". �.' - '-\ 1� ... " � �' " .'� ' I . . . , . 1- �, - '.3 \ . . '- . . . ' :L.% " .. . .: � � . ,. _�' . . 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L_ , f � \-' . ; 3 - . , f"' .;.,- - I �O I I - - ..,.-,, - .!. �'. , .1 _��' - I • '. - I - - � . , � Ni 4d . ��. : ;: . -.!��14'�.; ... ... � �. . , ", . . _� � _ , �ZN' . .� , . . � . SOIL t--, . , .�, � ' I . -;y . . X � ! % .1 , i. 11., ' - -�- - .' -,- " - - :�_- - - - - I : . . f; I PR ILE \ � zi. �. i .. . �'(' � .. .. .. . A.;.. �W-_f - '�._....-� - � r .G ." " - ' �.l *.' .. . � - :f �'_ .. 4 , � . , , "� %\ - . ' - .. 4 ... _ - eL- lft_� -.. . WATER METER �d _----� . ; , 9 , '.."'...- �. '.. �i. �'.'_' - - . � .!�__-' .k-' . - z 1_� --.:....-��."�� - w - '.. %% - . , " '� . ; . , ' - .. . _;' � � , .. . I., \ �� , - . : '� � . , - lft% LOCATION . '�-;:��'-'_' � . , h; ..... i ; i... .1 U�'. , ,..I - . I-- A ... ��.' :'- .1 . .. .. ��... i . - I ' -Ij ft-% I I '.�-_�. I I' '? C.'i- �� ; " . /' ." * ' : �- . v 11 . '. , 'c � i. .Z. ... "� � 2500 SF " . : '. -, cj. . _� _j - '� :.i1,_..',." ."::-::'. - I . I PA VER BRICK 'f / _�j ;!..'-_. : ." -, ;I- � _ � 11 . - - . , I .. ' 4� \ I .." .. ' , �..... -A LIVE O� .. '. . . � �'. . � j �...- - � �- � . . I -1 . I . . . . �! "IJ I 'I-- DRIVE & COURT � I - / T 19'h AM . ; -� *' � � 1A '.. � I I ��- , 1. � � i , _ _: ! "...':." -/- 6, 1p ; - !. ...' - . ts / _<:., . .: I... -A ._�'.� i .. -.,* . , . _.:� .: �.._ -� . �. � i, \ - " ED . . 11 1. t.:'._t'.-'A FENCE AND HEDGE Pe� - .. �.' '� . " A Qj ;/� 6� - . :�: TO BE REMOVED 96 ��� E/V r' POINT / ,--I 'Ro )y / I / BENCHMARK: a; I / TOP OF NAIL I i & WASHER �;. ' i / ELEV = 6.72 � � IIMPVI,il� ��/Vcl/_/ ------------------------ ' . . &4_74 ,,,, /P/,,, _��/' _�_ 6,66 / , , 7 - - � _b'� NO WEL L S DR SEP TIC S YS TEMS WI THIN 75' OF PROPER T Y -yER -A6, &/ �2 � t .J. UfflausfictOlY soils replaced to a rrinfinm of 54" below the ekwfion oflir. (hiaelit� , I I ' -, T�� of S)!stenic PlExf1trationTremhes Or E]Absorpsbn Bed 'I � . , � " ", '111�,) I _ - I . ❑ Separate Grey Water System . I 1 y6w-M ul' Mvkc-ee.tv"",�+1« --%, F'l-II� ,v jh,4"L,Wozl,�,-"W,ftwf•k, ,+s,-lb,";�UY&�'itE, vw?Ljxf': m.-'l . . � ni ow Rate: (Per Table I of64&6, sinjoe farnlyresidewes vvidi ffnre than 3,300 sf0fli%irg area tniqt prn�ide fhr flows of400 GPI) I plus another 100 Wl for eively add'I 750 sfor fraction Ifiereol) " PRIMARY SYSTE � (4586 - 3300sf = 1286 => 1286 / 750 so = 2 - 3 EXFILTRATION TRENCHES: �f . =>> Flow l6te = 400gl)d + (2x] (X)) = 600.00 i 'i 3'x 56' PLUS F D LOOP I 'therefore, 141owRate =600 Gin j " I Septic Thnic Size: (Per Table ll-64F,6 1350 Gallons ----__ For,N� Sewage Flows Between 501 and 60OGM rviiin Septic Taric,gi7d = 1350 Gallors ) . IN - ' Afi4 �'P�f-1�611�L_T�_ Trench Area Required: (Flow Rue / Loadhg Rule) = - , i 1 v " ;� .. , N '.-) /- i - . - **RFFLECISA 25%REDUCf70NP'0R,VFj,,4k.4TF ,1, 11r,el TER I; FD - . ____ 1,4,9 � , CYRE , V Trench Area Provided Overall Dimensions: 13 Wide by 56' Long I -k -1 'i. ".9 jTrewlies:._,;� 0 , .44 .� IV 41 ' `-'�' ' T z - = 504 /'�_eo/,/'o 5___'(9 11%7 ...., , " ". '."�!'�", ,'Nll� 1. Wide x0T, Ft Long Sri ..' §t?� . f, � '�'� �� � . 11plob 1'tt"17�1 ��/'P,OA/ Bed Area Provided: _ � &,A' _� (IVOTAPPUCABLE - 7RENCHAI-1PLIES) 114 " ', -0 C41c) &A Arean";Z Ft. lVide -t',,%"� �', Ff. Long = (N/A) JSj LInobstnicted Area Req'(1: (2 x TrewhArea) = . Unobstructed Area Provided: ' S r, " , - , \ (Retr to Cross- liatcIrA AI-ea on Fildir,e•ing Plan) (�) iA�Kg*=4www- �i��' A�W���di�ougw�'-' mg�z I u� Laumby (gre)wter) Systen, Sizing: I _....; ' 1. I :�!. Qj (ji%,eM R] Trench System El Bed System Nurrher ofBeAroorrs: . " ,'��- � I :1 . . . . . .. t . . .1 ; � .; Utnity Tank Sim: 250 Gallons (For tip to 75 GPD Flow) I _�:e� Laintry Trench Area Proxick-Al: (75.sf,for two lvdroon-s plus 25sf'for each ad(I'l bedroom) Litalry Trench Drimlield Six: 150 SP Unobstnicted Area: 300 SF Certified By Joseph A nke, 11).F- Morida Registration No. 42696 k\POserver\eda-data\exceN2OD2102051-MOLYNEIJX SEFrC.x1s)CALCXJLATI(N (D COPYRIGHT 2002 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. t t t t l C A sEr CROS s c�0//7- L (NO ,,a . © COPYRIGHT 2002 0 BRIEN, SUITER & 0 BRIEN, INC. >oss cu,- �AtR) 01-16 i� LEGEND = CENTERLINE CONC. = CONCRETE L.P. = LIGHT POLE T P. = CONC. TRANSFORMER PAD C.T. = COVERED TILE = CHAIN LINK FENCE • • = WOOD FENCE —$- -� = METAL FENCE & GATE = RETAINING WALL FLOOD ZONE, A5 (EL 7) +7.03 = ELEVA TION BASED ON NA TONAL GEODETIC VERTICAL DATUM 1929. SOURCE FLORIDA GEOLOGICAL SURVEY BENCH MARK "B -98" DESCRIPTION.• L O T 63, PLACE AU SOLEL, ACCORDING TO THE PL T THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FL ORIDA. MAP �OF BOUNDARY SURVEY t HEREBY CERTIFY TkAT rNIS SLM?VEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM rECH&#CAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61617 -6, FLORIDA ADMINISTRATIVE CODE, PUPSUANt TO SECTION 472,027, FLORIDA STATUTES. PAUL D.. ENGL E NOT VALID WITHOUT THE SIGNATUOE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. a'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUtHORIZATION #LB353 SURVEYOR AND MAPPLR IN RESPdNSIBLE CHARGE., PAUL D. ENGLE 2601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA 33483 (561) 2�6 -4501 732 =3279 FAX 276 -2390 DATE OF SURVEY REVISED.- 1 21 O3 - ADDED SCALE.• 1 - 20' " NOV. 11, 2002 PROPOSED RE IVCE IPEWSED. 4114103 - LOCATED JWITS FIELD BOOK PAGE N0. OF STEMWALL ORDER NO.: D205 19 PEWSED.• 572004 - FINAL SURVEY 87 -226db 'Irk. -�I i 4, b VJ O .1 ➢ _. °i_ r.... ` Y -02 -16 d a U r� N Li C O W Z O O Z N O � N O � Z Z O 3 w m T uj 3 S 0 0 �z °w W O [Y o a w W W m N JJ a 6 m O O � a � LY � O O W W Z U O E O O N C O O U F O m m � O N Z m W CL = o� N W o a J U W ca N 0 00 W ca N = a w = m N CD N Z N v LL W o W W ¢U O K N N Z O 2 G U DZ N Z = O U N = W N � O � W L o� W N t d � U W N W Ly O 0 3 � 0 z z 0 w m z �n o U i Z W U O Z N co W N CZ O O LLJ F O F Z O 0 N Z O E 0 c z >J Z0 W Q Z O N m U W � W 0 W 3 D O E m C Z N d z o w m ui 0 a a � z Zo N } N m Lz 0 W U 3 O w o U fN C.9 Z Z O 3 z cnW D � D N c m R o W W W M Z W w d' W U o� IL ca o� �CL � Z[7 Z N ~Q Z 0 W W W W CD Z �z U; z Z W = M D lr 3 a�N ¢�W z 0 x aka Job No. Date I -1/29/02 No. of Shts. - A6 VJ O Ill i VJ n� I a�N ¢�W z 0 x aka Job No. Date I -1/29/02 No. of Shts. - A6 Ill i I a�N ¢�W z 0 x aka Job No. Date I -1/29/02 No. of Shts. - A6 SITE CALCULATIONS GROSS LOT AREA TOTAL LOT AREA 1"7,691 S.F. DRY AREA OF LOT -- S.F. let 20000 f 33% = 5,638 S.F. TOTAL LOT COVER ALLOWED NET 5838 SF AREA CALCULATIONS AREA PROVIDED CEILING OVER 15'-DEL. let FLOOR (A /C) 210(o S.F. 2nd FLOOR (A /C) 1880 S.F. 2nd FLOOR OPEN AREA 102 SF. TOTAL A/C 4688 SF. GARAGE 169 SF. COV. ENTRY 3c) SF. GOY. LANAI 340 SF. TOTAL 5836 SF. \--- * w LEGAL DESCRIPTION: LOT 63, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA LOT AREA= ii,691.15 SQUARE FEET MAXIMUM FAR = 5036 S.F. SETBACKS FRONT 30' REAR 30' SIDE 3090 OF LOT WIDTH (MIN. 159 = 35.98' ADDRESS: 925 EMERALD ROW GULFSTREAM, FL 33483 1_OT ro.4 N -43.2-7132 n t 1 TOUN 01= GULF STREAM GROSS LOT AREA 1i,69i S.F. EFFECTIVE LOT ARE - - SF. F.A.R. CALCULATIONS EXIST. DEMO NEW NET 1St FLR. LIVING - AC 2106 CEILING OVER 15'-DEL. 102 2ND FLR. LIVING - AC 1580 IST FLR. COVERED (PORCHES, OVERHANGS OVER 2.5') 319 2ND FLR. COVERED AWNINGS OVER 3' d SCREEN ENCL 65090 GARAGE 169 GROSS FLOOR AREA Q� 5836 OUT BUILDINGS TOTAL FLOOR AREA PROPOSED 1ST 20,000 X 33% 5,838 OVER 20,000X2090 -- TOTAL ALLOWABLE F.A.R. PER MANUAL 5 838 TOTAL HARDSCAPE AREA REQUIRED LANDSCAPE AREA (LOT SIZEX40%) ACTUAL % LANDSCAPED OPEN SPACE AREA till J a U U W �o o LL Z ° o z U) o� N i Wo aZ z O 3 � ui T S 3 , .O Q� CD z 3 w W U ° o a 3 w N m CL C o CL a a o 0 z F o 00 m =,, /Z m m IL w W� w N w p 0 0 LLJ CL 0 W o D/Z/ mN cn LH CL 0 W cn LAJ LLI cb� � 3 pp cn o Jl al- Nc p U V 0 Z = o U Z � w N � O � w w z w a o w 6- In w tL � o In W 3 � 0 Z Z 0 Wm z 1n o =D U m ? U O Z � O W N C6 O 0 W W O Z O 0 N Z0 O Q E C Z V J Q p lal co N U u 0 3 0 o om °Z fn W W � O W m 0 W O C CL � Lu ZO N N O S 0 W U \ � N Ur Z Z g 3 z \ � w o� 0 N_ N 0 w W o Job No. � w U mate 1/29/02 NO. Of SittS. N N 00 Z Q 7 � 0 w W uj =0 a Z _ o_ Z N c? z LLJ N � 0 0 � 3 r r N N V• Q) z (P ( I N J-L ) Y 0 ) u- S U nL V O w� V 1 N / / / 6" / / ✓ \ a\ s ° / / dJ ° ccl / / / / / \ \ \ r 6� \ ctl cc1 \ r N \ \ \ BATH I I � \ / I I -- I i L I SRAKI' II' -0" CLG. CLG.I M -10 "x13'40" IL------ - - - - -- I I I I I I I I I I i I � ---------- - - - - -- ----------- - - - - -- 5REAKF,45T 12' -0" CLG. I j 1 I OUTDOOR ROOM � 12' -6" CLG. 18' -0 "x26' -6" I I I I I I I I I I I I � I I ----------- - - - - -J I I L - - - - -- I ----------- - - - - - -- - - - - -� I I i------------------- - - - - -� I I I I I I I I i I I I 6 I I I I I I I I I I i I I I i I I I I I I I FAMIL�T' ROOM ----------- - - - - --i L - - -- I 18' -0 "x16' -8" I ----------- - - - - -� r- - -- I I I I 6 "v 6" 6" 6" I I I I I I I I I I L-------------------- - - - - -J 1 r= mr :F= Lm C> t=)l 12' -(o" �- -- --- - - - - -- - x1111` I I I I 1 I : I GUEST 11'_O" GLG. I �gt_Orr -------------------- I I I I I i 1 I I I I I I I I I U) ---------- - - - - - -- POWDER I I I I I 11' -0" GLG. I I I I I I I I I I I I I I I I I i I I I IHI H I I I I LIVINGS ; ; FOYER 12' -0 CLG. I I 24' -0" CLG. 6'- 10 "x6' -9" I I I I I I i I I I I O or- I I I I I I I I I I I I ( I I - - - - -- - - - - - -- - - - - -- 48" REF. 1 ...................._........,....................................... ........ ... ...... ...................._.........� I I I I I I L---------- - - - --� II II I I. I 93' -ill" GOAT i ENTR►' I I- I- - I I I I I I � I I eTOP At +12' -6" SPR 011' -6" �-, D IN INr-:s 12 -6" C G. I I I I I I _ 7 r I I ' r r � I I I I I ---- - - - - -- SUTLER A" \T I I I FA R I WH ' -0" GL • I ---- - - - - -� UT T 100 "x '-8 D m FOLD DOU1N 12'-e FOLD " 3 IRON BD Q L.r 6" 3 -GAR GARAGE 10' -0" CLG. 31' -8 "x22' -0" TASK AT 10 N FIRST FL00 2706 5.F SECOND FL R 1580 5.F A/G FOOTACr 4586 5•F CELL IN65 OV R 5' 102 5.F ENTRi' 39 5.F COVERED LAWAI 340 5.F 3 CAR 6ARZE 769 S.F. 0OV'0 NON ,�10 FO 46E 1143 5.F TOTAL F007A6;E 5836 5•F FRONT BALCONY 46 5.F 2nd FLOOR 5AL05. + TER CE 199 S.F. GRAND TOTAL 6081 5.F 21'- 74 11 I'� t � m 1 m \ m \ ' of o �p�ZpOi��sLL m0a °o�O o��BOr°ya�� �O3w�po��LL KQ ZfZaZQ/1J3UOxO[�f K6 �ZZUa�6. �i-ZF t °n 4N1° x_41 Z0 C �• yy�j� 11llt�ti Z [Fj1 N \ i r \ \ r \ milt r N nl a � � k +� � � I b �,,, l 1 R. v 5, _ 0 ryS 'r s ""NViv r ?. r r N ilm I'� t \(j) i Q) w nl a � � k +� � � I b �,,, l 1 R. v 5, _ 0 ryS 'r s ""NViv r ?. r r N ilm a F U QwH z�x d�u a�Q Job No. Dates I 1/29/02 No. of Shts. f N �Q N 6-) IL N Z V r- m N m cal U L Q 0 N I'� t i a F U QwH z�x d�u a�Q Job No. Dates I 1/29/02 No. of Shts. f N �Q N 6-) IL N Z V r- m N m cal U L Q 0 N cc1 l 'd- tll 1 r 42" H. GUARDRAIL w/ PICKETS SPACING TO REJECT A 4" DIA. TYP. T.O. — II =10 TERRACE 10-6" CLG. 18' -0 "x8'40" 26' -2" 42" H. GUARDRAIL w/ PICKETS SPACING TO REJECT A 4" DIA. SPHERE TYP. T.O. M,4STER 8E D ROOM 10' -0" CLG. 20' -2 "x16' -8" o 14'-2 " I , 43'-8" 2 �� => ;= " (=::) C::);;;z 0C,.4LE=—z 1--4" m V -0)" 0' -811 121 -0" --------------------- 711� ------------------------- ---------------------------- I I I I 1 I I I 1 W.I, i J 1 1 1'- x1' -0" --------------- I I I � , I � I ---- - - - - -J LLINEN I �I 0 10' -0" CLG. b.. \ lw ------------- - - - - -- O LINEN III'il� ('I •: I I I I I ,1 �I I , 43'-8" 2 �� => ;= " (=::) C::);;;z 0C,.4LE=—z 1--4" m V -0)" 0' -811 121 -0" --------------------- 711� ------------------------- ---------------------------- I I I I 1 I I I 1 W.I, i J 1 1 1'- x1' -0" --------------- I I I � , I � I ---- - - - - -J LLINEN 10' -0" CLG. ` 12' -4 "x14' -1" 6" OPEN 43'-0" CL ou NICHE I I I M,46TE 5ATN 1 0" cLG. I 13' -8 "x12' -10" 1 I I I LI1�lEN \ I NIS 10' -0" cLG. 9140 "x1' -011 i� L 6, 6K/' -roll m u 5ATN 2 10' -0" CLG. 1'- 9 11x9' -8" W u a 42" H. GUARDRAIL w/ PICKETS SPACING TO REJECT A 4" DIA. SPHERE I',- TYP. T.O. BEDROOM 2 :< 10' -0" CLG. 15' -1 "x13' -6" I r 1 N N c{1 1 i 1 I I 1 I -- N�R'S � - I I ! 1 1 1 - I r I 1 1 I � I 1 1 I I I I 1 I ! I I I I r 1 � I r I 1 ! I 1 I I I _ 1 1 ! I 1 1 I I I 1 1 1 1 I I _ _ I B N Wx O_s9N WWOF 0 pOW 41 p�"NG qq NyOyNyS > gale ¢¢dSSZZQNZ¢3U >o�pp QF"Ua20�Z 1= Op-899,68E ? Nd �WCZNZOtWJ o O O F¢ �o�� O= y 2 ZQZQ6pROpR W WWI o; tE I V } Qs" 16 QN-1; c� HOUR 0 10' -0" CLG. b.. \ lw ------------- - - - - -- O LINEN 10' -0" CLG. ` 12' -4 "x14' -1" 6" OPEN 43'-0" CL ou NICHE I I I M,46TE 5ATN 1 0" cLG. I 13' -8 "x12' -10" 1 I I I LI1�lEN \ I NIS 10' -0" cLG. 9140 "x1' -011 i� L 6, 6K/' -roll m u 5ATN 2 10' -0" CLG. 1'- 9 11x9' -8" W u a 42" H. GUARDRAIL w/ PICKETS SPACING TO REJECT A 4" DIA. SPHERE I',- TYP. T.O. BEDROOM 2 :< 10' -0" CLG. 15' -1 "x13' -6" I r 1 N N c{1 1 i 1 I I 1 I -- N�R'S � - I I ! 1 1 1 - I r I 1 1 I � I 1 1 I I I I 1 I ! I I I I r 1 � I r I 1 ! I 1 I I I _ 1 1 ! I 1 1 I I I 1 1 1 1 I I _ _ I B N Wx O_s9N WWOF 0 pOW 41 p�"NG qq NyOyNyS > gale ¢¢dSSZZQNZ¢3U >o�pp QF"Ua20�Z 1= Op-899,68E ? Nd �WCZNZOtWJ o O O F¢ �o�� O= y 2 ZQZQ6pROpR W WWI o; tE I V } Qs" 16 QN-1; c� t - Job No. Date 1/29/02 No. of Shts. Em t— t~ i N N N Q� i` c{l N !li m m 1L U mmQ) U-1 L Q� Q -a--� N III'il� ('I •: ,1 t - Job No. Date 1/29/02 No. of Shts. Em t— t~ i N N N Q� i` c{l N !li m m 1L U mmQ) U-1 L Q� Q -a--� N ROOF FEAIUM EXTENSION ELEVATION +35' -0" MAX. ROOF HEIGHT ELEVATION +28' -5" oc TOP OF TIE SEAM 3/g Z 7 1A# ELEVATION +23' -W' r/ ocI TOP OF FIN. FLOOR ELEVATION TOP OF TIE SEAM ELEVATION +10' -0" TOP OF FIN. FLP- ELEVATION 0' -0" SMOOTH TEXTURE STUCCO FINISH (TYPJ C , 1 DRESS SHUTTERS STUCCO OR PRECAST STONE PLANTERS ecl-IAL-M.- n TOP OF TIE SEAM ELEVATION +23' -0" TOP OF TIE SEAM ELEVATION +11' -0" OTOP OF FIN. FLOOR ELEVATION 3 D2 6 12 O D2 12 SMOOTH TEXTURE STUCCO FINISH (TYP.) FLAT CEMENT TILE SMOOTH TEXTURE STUCCO FINISH (TYP-) WINDOW OPENING AREA C O �° ELEV. 4 90 FRONT 198 p in 285 O O O Coins O LEFT p O p .'onn 2° Vl i^ of 1'4" 18" W ip FREC l 1 I I �C1 II I, I CONCRETE ILES (VA.0 FOR M t AB) / 7-i/2 "M t r a CENTER OF TOP ° ° ° SILL a WINDOWS MOLDNS a EXTERIOR FFe4CH DOORS / SASE a DNNS WINDOW CONS JONTS � MOLDihts s DNNS WINDOW M01.DNG a WNDM TOP MOLDNG a UI MOLDNS a Db n TOP OF TIE SEAM ELEVATION +23' -0" TOP OF TIE SEAM ELEVATION +11' -0" OTOP OF FIN. FLOOR ELEVATION 3 D2 6 12 O D2 12 SMOOTH TEXTURE STUCCO FINISH (TYP.) FLAT CEMENT TILE SMOOTH TEXTURE STUCCO FINISH (TYP-) WINDOW OPENING AREA ELEV. SOFT. 90 FRONT 198 12.4 REAR 285 17.6 RICA-IT Z5 3.9 LEFT 101 5.5 TOP OF TIE SEAM ELEVATION +23' -0" TOP OF TIE SEAM ELEVATION +11' -0" TOP OF FIN. FLOOR ELEVATION +0' -0" V ri;lq T 1 011 DECORATIVE SHUTTER i ! , "AL-M= MAX IZ'XiF MAIM ID( NSI )N ELEVATION +35' -0" MAX. ROOF HEIGHT ELEVATION +28' -5" TOP OF TIE BEAM ELEVATION +23' -0" RECEIVED t s 3 TOP OF FIN. FLOOR ELEVATION +13' -e° TOP OF TIE BEAM ELEVATION +10' -0" ��, �¢3 ijz tY� fr,7 � s ,, � � Vl ��u YCt t ® — TOP OF FIN. FLOOR ELEVATION t0' -0" m a µUS C S U W �o o LL z 0 0 z N S2 m 11=j C N_ � Z W o z z o at w T 0 3 Z W � W oa w 3 w m o � a � � o a � a � o 0 W Z U a° O N C U O H o ° . cn z w m w g O N W U W N ° 0 0 °w�' N ° a w O M N CA N Z N ° a w O w W �N N Z 0 °z U ° �Z x g U <n W IL Q 0 w w z� W O to a O ° 5 w CL N W f O w 3 � O z Z 0 w m o U � z w U O Z N O w O O O m0 °w W CL 0 Z 0 o cn ° 0 E o z U J Z° Q ° fn Z fn Z W v � C, in 3 ° 4 E Ln m o in N °a W W � O W m CL 0 a �W w Z° N N 0 ° U W 3 0 W U N 0 0 z n w 0 kL' o w C Z W W m °W U 0� i ° N N CL GNP Z° z NFQ ZW Lu w w W CD z 0 � z N � Z Z Cn W W o � 3 (-+j 121 .'onn Vl I I �C1 II I, I • J. Job NO. Date I -1/29/02 NO. Of ShtS. I I II I, I • J. Job NO. Date I -1/29/02 NO. Of ShtS. MAX. ROOF FEAitIF€S WENBION ELEVATION +3S' -0" MAX. ROOF HEIGHT ELEVATION +30' -0" OIL TOP OF TIE BEAM ELEVATION +24' -0" TOP OF FIN. FLOOR ELEVATION +14' -011 OL TOP OF TIE SEAM ELEVATION +10' -0" TOP OFFIN.FLP- _ ELEVATION 0' -0" WINDOW OPENING: AREA ELEV. SOFT. % FRONT 198 12.4 REAR US 11/0 RIGHT 'TS 3.9 LEFT 101 BIB TOP OF TIE SEAM ELEVATION +24' -0" oc TOP OF FIN FLOOR ELEVATION +11' -0" TOP OF FIN. FLOOR _ ELEVATION +0' -0" 12 i� .g t'I)' L L r==;;z01**�T :1 R L1--� ® L.—I 1 � I � 1 TOP OF TIE BEAM ELEVATION +24' -0" TOP OF FIN. FLOOR jk ELEVATION +11' -0" _ TOP OF FIN. FLOOR ELEVATION +0' -0" YAT I Oil RECEIVED " ;;R m 0" ;;e m " \0000 pm,�14 mr w' C,—,4L—Mss 1--41' - V - fd n MAX. ROOF FEARM EXTENSION ELEVATION +35' -0" MAX. ROOF HEIGHT jh ELEVATION +30' -0" TOP OF TIE BEAM ELEVATION +24' -0" TOP OF FIN. FLOOR ELEVATION +14' -0" TOP OF TIE BEAM ELEVATION +10' -0" >=t-1--Y f"1 I%-.,[ It nnQ� 1� U QwH z�x ¢F—+a a�1Q Job No. Date I i/2e/02 Q No. of Shts. I - A5 r r i N N 1P 1l- N �6 s�— (P cci 6� r N lci cYl LL T L Q 0 z N Ill i I U QwH z�x ¢F—+a a�1Q Job No. Date I i/2e/02 Q No. of Shts. I - A5 r r i N N 1P 1l- N �6 s�— (P cci 6� r N lci cYl LL T L Q 0 z N MAX ROOF FEATM EXTENSION Is ELEVATION +35' -0" oL MAX. ROOF HE IGWT ELEVATION +28' -5" TOP OF TIE BEAM ELEVATION +23' -0" N IsH TOP OF FIN. FLOOD ELEVATION +13' -(0" CA h 9 OL TOP OF FIN. FLR. ELEVATION 0' -0" `v U 't s■ it 12 -^r i Z W O a z M y H2"— y(■ 'LZ 1■ 1■ ■ 3 SANDS a C-W 1PEY SANDS a GARAW DOOR PRECAST CONCRETE PROFILES (V&lr> FOR ,461 W OL TOP OF TIE SEAM ELEVATION +23' -6" oL TOP OF FIN. FLOOR ELEVATION +10' -0" n TOP OF FIN. FLOOR ELEVATION +0' -0" r t A Q �r 0 DECORATIVE SHUTTER 1 FLAT CEMENT TILE: CfPRESB SHUTTERS m i n Q i "r 9 PRE -CAST CONCRETE COINS C 0 W W O a SMOOTH TEXTURE STUCCO FINISH ITYT°a 7 t-.-1 FIRE-CAST CONCRETE COINS SMOOTH TEXTURE STUCCO FINISH (TYR) 7 it1 r f e N Ali �G !i LJ o o w z 0 0 z N g � ELEVATION +0' -0" MP N o W U N C i Z W O a z z o = o Lo T 3 s N w a z U.1 N W W Lo TOP OF TIE SEAM ELEVATION +24' -0" wj 3 W uj In m C � _ & a Z w c c o o w w w Z U O O N O c U O F C ° O a mm C m rZ O N in m W � a = o U W O C N N TOP OF FIN. FLOOR y� ELEVATION +10' -0" w 0 W� in =Da w o m = CD Z N N ° CL W in — uj CS, - - -- -- w Z u 3 — — — — — w O — — — — N Z TOP OF FIN. FLOOR r� ELEVATION +0' -0" MP N o W U W N Z a O CL ° MAX ROOF FEAi1S EXTENSI N ON w o ELEVATION +34' -0" W 3 � 0 o z v m w z I-n U � Z W ° E 12 MAX. ROOF HEIGHT � N ELEVATION +28' -5" O cn � o w W a E 0 z 12 0 ° N Q4 ° o TOP OF TIE SEAM Z ELEVATION +23' -0" o a 0 All, a in in cn o w c - W o< 3 Z° O w v� ri J EE m N cn W W C O W ° TOP OF FIN. FLOOR 0 ELEVATION +13' -6" W it 0 W U i O V7 Z 2 Ni 3 z _ z = o U Z N w a _ Lm \ U.1 N W W 40 uj 'I U.1 w o� W N Z a O CL ° MAX ROOF FEAi1S EXTENSI N ON w o ELEVATION +34' -0" W 3 � 0 o z v m w z I-n U � Z W ° E 12 MAX. ROOF HEIGHT � N ELEVATION +28' -5" O cn � o w W a E 0 z 12 0 ° N Q4 ° o TOP OF TIE SEAM Z ELEVATION +23' -0" o a 0 All, a in in cn o w c - W o< 3 Z° O w v� ri J EE m N cn W W C O W ° TOP OF FIN. FLOOR 0 ELEVATION +13' -6" W it 0 W U i O V7 Z 2 Ni 3 z a Q N 0 V/ l nnQ� zSsA P U.1 N W W *=n1 ti err - Z w c Ill C a W O C — - - - -- -- — — — — — — — — — — TOP OF FIN, FLOOR Z ELEVATION t0' -ID" 3 N a o ° z DECORATIVE: W SHUTTER ' ® o z in o Z N W M Lm M \0000 r4kq mr z a Q N 0 V/ l nnQ� a F ¢�W A " z�x ate¢ Job No. Date I -1/29 /02 No. of 6ht8, r r i cv N P\ I- nd Kl V VID r N c{1 cYl LL U iSl nL Q O �V-y! VV Y Ill i a F ¢�W A " z�x ate¢ Job No. Date I -1/29 /02 No. of 6ht8, r r i cv N P\ I- nd Kl V VID r N c{1 cYl LL U iSl nL Q O �V-y! VV Y MAX ROOF FPAWS EXi MON ELEVATION +35' -0" ot MAX. ROOF 44E IGPT ELEVATION +30-0" n TOP OF TIE BEAM ELEVATION +24' -0" TOP OF FIN. FLOOR ELEVATION +14' -0" I� TOP OF TIE SEAM ELEVATION +24' -0" on n TOP OF PIN. PLR ELEVATION 0' -0" — — — — — — TOP OF TIE SEAM ELEVATION +24' -0" �LTOP OF FIN. FLOOR ELEVATION +10' -0" �1 TOP OF FIN FLOOR ELEVATION +0' -0" " m F= mr m "M dM'll S3c,ALJ=-: 1,4" - 1' -0)" R �. r•" t ;;;Z I Cs 1--4 T E . LLL Y P" i iviv -" -Y/ MAX ROOF FP ILIMS I_XIMION ELEVATION +35' -0" MAX. ROOF HEIGHT ELEVATION +30' -0" TOP OF TIE SEAM ELEVATION +24' -0" TOP OF FIN. FLOOR ELEVATION +14' -0" WI \0000.ii;l„ T f O %- i 6 N n/ ¢�W A " zOx x x/16 Job No. I Date I -1/29/O2 Q� No. of Shts. I - t 0 r r VID r N N U- N Q) Q to z (P r N ttl cq U- Qj CID Q) Q Q N ill � ¢�W A " zOx x x/16 Job No. I Date I -1/29/O2 Q� No. of Shts. I - t 0 r r VID r N N U- N Q) Q to z (P r N ttl cq U- Qj CID Q) Q Q N / / / O WE / / 4 32 WE SOD d 5 o 25 // G i / / / / 2 / 12 CN 20 + + ++ A+ + / / / / / / / 3m SOD A 1 A/40\ 1 BS �15 O `;� IIII , 1 ■ '1�IIIiIIIIIII�I ! c� I t�� ON ��►� ®� 0 Y•10Y6N` SOD x -° T1 il a J j L C + + FL-ANT LIST 30 Acalyppha pendula (Dwf. Trailing Chenille) ++ + + + + + QTY _ LIBRARY 42 + + + + + + ++ + ++ + } m I P•I GiA mya�Y ARV + ++ 1 Bursera simaruba (Gumbo Limbo) 18" ht., 18" spr., 24" o.c., full O `;� IIII , 1 ■ '1�IIIiIIIIIII�I ! c� I t�� ON ��►� ®� 0 Y•10Y6N` SOD x -° T1 il a J j L C + + SOD FENCES AND NEDGES TO BE REMOVED OM INTERIOR OF LOT - M4IN7 IN TO OUTSIDE EDGE ORIVES 1 i + + \++t ++ + + + ++ + + + ++ ++ + + + t + + + + + ++ + t +t+ + + + + + ++ + ++ ++ t + + + + ++ + t+ t + + + ++ +t + + + + + + + + ++ + + + ++ + + ++ + + + t t + ++ + ++ ++ +t + + t + + ++ + ++ + ++ + ++ t 3 O 28 xc �5 A 2i M Ll SHRUBS, GROUNDCOVERS AND AGGENTS FL-ANT LIST 30 Acalyppha pendula (Dwf. Trailing Chenille) KEY QTY PLANT AND Si- -'ECIFICATiON 42 TREES AND PALMS 24" ht., 30" spr., full, 3' o.c., 3 ea l. ARV *nat. BS 1 Bursera simaruba (Gumbo Limbo) 18" ht., 18" spr., 24" o.c., full ALC 2 12' -14' o.a. hts., 5' spr, min., 3" cal., red exfol. bark *nat. CE 3 Conocarpus erectus sericeus (Silver Buttonwood) 4 Caesalpina pulcherrima (Dwf. Poinciana) 12' -15' o.a. ht., 10' spr., full, well branched *nat. CN a Cocos nucifera 'Maypan' (Coconut Palm) 30" ht., 24" spr., full, 30' o.c. S' g.w., heavy curved trunks 52 LL 2 Ligustrum lucidum (Glossy Privet) 30" ht., 24' spr., full, mixed cultivars, broad leaf, bright colors CRY 3 8'x8', full and spreading, TF PE2 3 Ptychosperma elegans (Solitaire Palm) 9 Hibiscus shrub 'Florida Sunset' or similar 18'+ o.a. ht., heavy trunk, doubles 36' ht., 30" spr., Full 4 flowering PL 2 Psidium littorals (Cattley Guava) 3' ht., 2' spr., full, 2' c.c. 8' -10' ht., spr., well branched, exfol. bark *nat. QV 1 Quercus virginiana (Live Oak) iga 1., 14' ht., 16" spr., full., 24' o.c. MUR 35 14'+ o.a. ht., a' spr., full, 3" cal. *nat. RE 2 Roystonia slata (Royal Palm) 36 Pentas lanceola (Egypt. Star Flower) 10' g.w., 20' o.a. ht., clean, grey trunks, uniform size *nat. SP 3 Saba I palmetto (Cabbags Palm) 14" ht., 18" spr., full, 2' o.c., 3 gal. 18' -24' o.a. ht. staggsred 42 SR 2 Syagrus romanzoffiana (Queen Palm) 36" ht., 24' spr., full, 24' o.c. TRA -1 16 -18' o.a. ht., heavy trunks, full crowns TC 1 Tabebuia cariba (Golden Trumpet) 32 Philodendron 'Xanadu' 12' -14' o.a. ht., 6'+ spr., full WB 4 Wodyetia bifurcata (Foxtail Palm) 8' g.w., i5' o.a. ht., full crowns, matched SOD FENCES AND NEDGES TO BE REMOVED OM INTERIOR OF LOT - M4IN7 IN TO OUTSIDE EDGE ORIVES 1 i + + \++t ++ + + + ++ + + + ++ ++ + + + t + + + + + ++ + t +t+ + + + + + ++ + ++ ++ t + + + + ++ + t+ t + + + ++ +t + + + + + + + + ++ + + + ++ + + ++ + + + t t + ++ + ++ ++ +t + + t + + ++ + ++ + ++ + ++ t 3 O 28 xc �5 A 2i M Ll SHRUBS, GROUNDCOVERS AND AGGENTS ACA 30 Acalyppha pendula (Dwf. Trailing Chenille) G, 9" ht., 15" spr., full, la" o.c. ALP 42 Alpinia z. 'Variegata' (Variegated Shell Ginger) 24" ht., 30" spr., full, 3' o.c., 3 ea l. ARV 40 Schefflera arboricola 'Trinette' 18" ht., 18" spr., 24" o.c., full ALC 2 Alcantarea 'Imperialis' or 'Reginae' (Giant Bromeliads) 10" pots, 24" ht,, 30" spr. CAE 4 Caesalpina pulcherrima (Dwf. Poinciana) -lea 1., 5' o.a. ht., 4' spr., full *nat. CAP 30 Capparis cynopha Ilophora (Jamaican Caper) 30" ht., 24" spr., full, 30' o.c. COD 52 Codea ium varisgatum (Croton) 30" ht., 24' spr., full, mixed cultivars, broad leaf, bright colors CRY 3 Cryptostegia grandiflora (Madagascar Rubber Vine) 10 gal., trl., 6' ht., wire trellis to wall H 11 9 Hibiscus shrub 'Florida Sunset' or similar 36' ht., 30" spr., Full 4 flowering iXC 28 ixora casei 'Super King' ALT: 1. 'Nora Grant' 3' ht., 2' spr., full, 2' c.c. *nat. LAN 115 Lantana samara (-15 - 'Raspberry' / 40 - 'Gold Mound') iga 1., 14' ht., 16" spr., full., 24' o.c. MUR 35 Murraya paniculata (Chalcas Hedge) 30" o.a. ht., 24" .aipr., full, 30" o.c. PEN 36 Pentas lanceola (Egypt. Star Flower) 3gal., 18" ht., 16" spr., full 24" o.c. PLU 9-f Plumbago a. 'Imperial Blue' (Blue Plumbago) 14" ht., 18" spr., full, 2' o.c., 3 gal. SYZ 42 Syzygium paniculatum (Brush Cherry) 36" ht., 24' spr., full, 24' o.c. TRA -1 Trachelospermum jasminoidss (GonF. Jasmine vine) 3gal., -1' trl., plant in 18" ceramic urns, train to pergola posts XAN 32 Philodendron 'Xanadu' 3ga I., 12' ht., 16" spr., a per planter box NOTES All plant material to be Florida #i or better. Sod to be 5t. Augustine 'Floratam', contractor to determine quantity. All sod and landscape to receive 100% coverage From automatic irrigation system using approved Water source. Contractor responsible For all conditions and landscape specifications attached to this plant list. Plan and specifications shall be considered Contract Documents. Mulch, topsoil, and fertilizer to be applied according to specifications. 5PECiFICATION5 NOMENCLATURE: All plant material used shall be true to name and size in conformity With the Florida Nurserymen's Grades and Standards, and shall be Florida Grade M or better. Plants which do not meet specifications will not be accepted. PLANT LISTS: Quantities, sizes, and location of plants will be determined by plan and plant lists. Size of plant shall take precedent over container si ;e. Spacing of qround covers will be determined by plant lists. Quantities shown on plant lists are to be used as a gulde`fine only. Contractor will be responsible for verification of actual quantities said., For on plans. Discrepancies should be brought to the attention of the Landscape Architect, 5U56TITUTION5: No substitutions shall be accepted r` thout ;:onsent of Landscape Architect. Any intended substitutions shall be detailed on the bid. PLANTING 501L: Topsoil shall be clean, sterile, and free of debris or other Foreign material. Trees and palms shall be planted with a min. of 8' topsoil (50% much 50% sand) on sides and bottom of root ball. Rooted cuttings shall be planted in beds with a min. of 4' of topsoil worked into the top 6' of existing soil. FERTILIZER: Milorganite fertilizer shall be applied al':er planting and prior to mulchin at the manufacturers recommended application rates. In addition, agriform tablets (formula 20 -10 -5) shall also be applied at the manufacturer's recommended rates to all plants larger than 3 gal. size. MULCH: All trees shall be mulched with 3' of shredded Cypress in a 3 foot dia. circle. All shrubs and groundcover beds shall be mulched with 3' of shredded cypress in beds shown on plan or in beds 3' wide for hedgges. PLANTING PROCEDURE: Ail plants shall be planted at soil levels at which they were previous( grown. Shrub and hedge material shall be planted a min. 2' away from walls or other obstructions. Material with a mature size greater than any overhangs shall be planted away from overhangs so as not to impede the natural growth habit. 5abal Palms are to be planted directlyy in sand. lrnecessary, excavate though any compacted building subgrade to undisturbed soil and balfill with planting soil. WATERING: All plant material shall be watered in thoroughly after installation so as to remove all air pockets. 5413 material shall be watered every day for a minimum one week period and thereafter so as to keep continually moist until final acceptance of the landscape installation. Contractor shall notify owner FENCES AND KEDGES TO of other watering requirements after installation. BE REMOVEO lWOM INTERIOR GUYING: All trees 8' or taller shall be guyed or staked to provide ample support such that the material OF LOT - MAINTAIN TO will stay straight and true through the guarantee period. Methods usedpwil) bpepsuch that no injury is OUTSIDE EDGE OF R/vES causes( to plants. Gu ing shall be done at the option of the Contractor unless specifically requested b y the Landscape Archllect, however, Contractor shall still be responsible for all trees and palms remaining straight and true throughout the guarantee period. SOD: Sod shall be dense, green, and well rooted, and free of debris, weeds, objectionable grasses, disease, or injurious insects. A complete 6 -6 -6 fertilizer shall be spread at a rate of 5 ibs. per 1000 sq. ft. Sod shall be watered to a depth of 4' after laying. A11 areas to be sodded shall be raked smooth and r r - \ all debris removed prior to installation. GUARANTEE: All plant materials shall be guaranteed For 1 year after completion of project. Palms are to be guaranteed for i year. Guarantee applies to health, position, and size. Replacement cost will be carried by Contractor. 45 SOD 50D \ 15 L A. GRANT THORNBROUGH AND ASSOCIATES LANDSCAPE ARCHITECTS AND LAND PLANNERS 132 North Swinton Avenue Delray Beach, Fl. 33444 (561) 276 -5050 FAX (561) 276 -8777 SCALE, 1"=10'-011 PROJECT t'*°IOL-'l'NElJX fRESiDENCE e25 Et-IIeRAL D ROW G;UL- =5TfREAt1, PL- TITLE L=,4ND5GS,4i=E FL=,4N PROJ. NO. L -l.dwg PILE NAME RJY / AGT DRAWN 10/1/02 ;;�Ev. / / / PCB 5E R /T1' / FENCE - 5' ht. / 0 / G1U NP LM Xk =.0 110 LLL LLLLLLLCLLLLLLLLLLLLL LLLLL 1cLLL LLLLLLLLLLL,� L LLL, -LLLL LLLLLL�LCLLL — / LL L LLLLLLL L LLL LCLLLLLL -_ uQerx im I-1 LLLLLLLLL n�R L LLLLLLLLLL LLLLL LL LLLLLLLLLLL — LLL 11 1 11 LLLLL LLL LLLLL \ LLLLL / LLLLL LLLLL 2• �. - L / L LLLLL � L% � �� LLLLLLLLLLLL L� -LLLLLLLLLLLL L - L LLLLLLLLLLLLL pro. LLLLLLLLLLLLL PG LL- LLLLLLLLLLLL L LLLL \ LLLLLLLLLLLLL LLLLL LLLLLLLLLLLL I- t-1- LLLLLLLLLLLLL L� LLL LLLQ_LLLLLLLLLL L LLLLLLLLL v LLLLLL LLLL L LLLLLLLLLLLLLLL L L LLLLLL LLL LLLLLLLLLLLLLLLLL L L LLLL _ L LL LLLLLLLLLLLLLLLLL LL LLLL L LLLLLLLLLLLLLLLLLLLL l LLLL LLLLLLLL LLLLLLLLLLLLLLLLLLLLLL' LLLLLL LLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL LLLLLL LLLL LLLL.LLLLLLL LLLLLLLLLLLLL L _ 24 URN aW� .X. COCONUT PALMS 3 `'� ±7 sr ( ±10' grin �-�� G POOL CK I �• ( \ \ = J �- CANAL ( 100' RIGPT - OF - WAY ( fi QUI \ \ —_j a \ — I = ., s 171 \� \ 10 ® — — IL JET EIEI F 71 Li- F-1 nnnnnnnnnn I '1hYE-II lnFT►nnnnnnnnn G G , 18" sg. DOUBL W -- v PAVER BLOCK PATH SET 2' APART, BEMEEN BLOCO UT BEGURITr DICE - 5' ht. Foyz d LOT ADJ. L lVk� OAK r4/ / CREW x -� + R 25' 30, EX /STING 12' ht. F /CUS c i In I RIC' FTL ICxWING LEGEND (Greenlee Lighting CBS Series fixtures) FENCE AND DGE TO BE REMOVED TO N/S PO /NT MV - 5 ®W R -20 (o m MN - 35W FAR30 4 Transformer: AGTX - 30OLV - 120/11 -12 -13 - GRY o-� Flxtures shall be placed a min. of 5' from trunks of trees / palms to be illuminated and shall not be placed inhere shrubbery beds Will overgrow ht. of fixture and obscure lamp. All fixtures shall have Dark Bronze fini,,h. Z i In I RIC' FTL ICxWING LEGEND (Greenlee Lighting CBS Series fixtures) LAMP 15 CBS / MVR20 / BRZ / CL / CAS / GN / 40 / MV / 120 / BRZ MV - 5 ®W R -20 (o LVCBS / MRI(o / BRZ / CL / G5 / LVSf=K 12 MN - 35W FAR30 Transformer: AGTX - 30OLV - 120/11 -12 -13 - GRY Flxtures shall be placed a min. of 5' from trunks of trees / palms to be illuminated and shall not be placed inhere shrubbery beds Will overgrow ht. of fixture and obscure lamp. All fixtures shall have Dark Bronze fini,,h. PAVER DRVE TO BE 'OLD C141C460' BRICK 5E ON 2" 5ANO LEVELING BED, 6 ' COMP,4CTED L IMEROCK B,45E. 5/NGL E 5 T,4CKED COURSE 5E 4T EpGES ,4ND BANE) ING, NE)R/NCBONE PATTERN INT EDGE SET ON 12' CONC. L /P DRIVE ,4PPROX. 2500-5f \ OUINER TO 5ELECT IFAVER P.4 TTERN ANO FINI54 FOR FOOL OECK (2500 sF PAVER BRICK DRIVE $ COURT LOT ro3 0 INF /LL GAP IN I -IEDGE LINE WITH F/CU5 SHRUBS �- REMOVE FROM DRIVE t EX. 12" cal. GUMBO LIMBO D IV + (verify location - relocate If within SIjM ` construction area - maintain 6' -7' 4D fiENCE4 clearance from roans) (3l �Y PALMS 4' WOOD FENCE T SN BS 0 CORNER OF LO A. GRANT THORNBROUGH AND ASSOCIATES LANDSCAPE ARCHITECTS AND LAND PLANNERS 132 North Swinton Avenue Delray Beach, Fl. 33444 (561) 276 -50,C FAX `5n1) 276 -8777 PROJECT MCL. 'NEUX RE51DENCE 925 EMERALD ROW GUL F5TRE,4M, FL. TITLE HARD &CAF E / L=1G_3HTINr_;; FLAN PROD. tiC. L- 1.&Luc r=ILE NAME Rj'I' / .4GT DRAWNI DATE REV. SKEET — 2 OF 2 r� C,qN , I all; IOQ, RI CHr —or— VA y 68,9 59.4 '48" - X76 e51'4D PLAT v -V (7, a 9 ro On PLAT av) i�F� LOT 63 ` {5``' /o LOT 64 op��rgs) l S EkrsriuG QE$rDENCE 1 0' F. F, EfFV 9.25 ej i e I � � Yft•, W 1 U � LOT 62 he p/ py C- 7 • a p Is; 0 (8•� 1 g < 90'0'0" PLAT • o ,) C5 r 45.3 2 8" rt ,.. >p PLAT 5) /11 �: NUff/ir / �( �• � enrf F on' G ifvE � 4.S'To.rENGr / 90,00' N90 °00'00''E 'H /6H M/OCOEN //1oN ,2c7/) �1e C` '�',v �'C I �Efr 80 96, N 7A 9 10 `E . t,,�• L a. C19� 'S1 "40` / ( "1) I ,cr,�N Cif EQ6fcr /�oy� S Bw 82.88' * L�. ° _ EMERALD ROW ((,.01) T� k 70 Pe ��Y+E BOUNDARY SURVEY LOT AREA - ,17,691.15 SQUARE FEET I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY DIRECTION, AND THAT SAID SURVEY IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THERE ARE NO APPARENT GROUND ENCROACHMENTS, UNLESS OTHERWISE SHOWN AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES AND CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATI* ODE/ DATE: REGISTERED- SURVEYOR NO. PROPERTY SHOWN HEREON HAS NOT BEEN ABSTRACTED BY SURVEYOR FOR RIGHTS —OF—WAY, AND /OR EASEMENTS OF RECORD; ELEVA- TIONS SHOWN HEREON ARE BASED ON N.G.V. DATUM UNLESS OTHERWISE NOTED; ALL PROPERTY CORNERS ARE IRON ROD WITH CAPS, UNLESS OTHERWISE NOTED; FOUNDATION OF EXISTING BUILDINGS LYING BELOW SURFACE NOT LOCATED, BEARINGS AND /OR ANGLES SHOWN HEREON ARE BASED ON RECORD PLAT OR DEED CALLS UNLESS OTHERWISE NOTED. MEASUREMENTS MADE IN ACCORDANCE WITH UNITED STATES STANDARD. UNLESS IT BEARS THE SIGNATURE AND -THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING OR SKETCH IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. COPYW ff0 2002 BY RICHARD L %OHM & pSS"11ES, INC. - ALL RIGHTS RESERVED f36-38 LB 2102 Joe Tucker L4W swm -xm RICHARD L. SHEPHARD and Assodlates +•�• S.E. 23RD AVENUE Boca (561) 391 -4388 P.O. BOX 754 Boynton (561) 737 -6546 BOYNTON BEACH, FLORIDA 33435 FAX ((5613 734 -7546 .6 LOCATION MAP (NOT TO SCALE) THE CENTERLINE OF AVENUE AU SOLEIL IS THE ASSUMED BEARING BASIS N 00'00'00' W, ALL OTHER BEARINGS ARE RELATIVE THERETO. * CALCULATED MEASUREMENT G.E. - DENOTES GUY EASEMENT ADDRESS: 925 EMERALD ROW GULFSTREAM, FL 33483 FLOOD ZONE "A5 "- (EL 71 - 12:15';8 COMMUNITY: TOWN OF GULF STREAM, FL COMMUNITY PANEL NO.: 125109- 0001 —D MAP REVISED: SEPT. 30, 1982 LEGAL DESCRIPTION LOT 63, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA SURVEY OF PROPERTY DESCRIBED HEREON SCALE: 1' = 20' DRAWN BY: SKM DATE: 6/27/02 REVISED: RICHARD L. SHEPHARD AND ASSOCIATES FIELD BOOK 646 PAGE 6 � 7 DRAWING NUMBER NO2 -07 -055