Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
06 25 2020 Agenda with back-up
f14 Fq >4 PP44 Pq E -AM PQ H W m 9 u r� xr1 C07 3 •rl x H W Sq 0 a U PQ rG W a A z H HP4 H �C U x 4-4 �D03HZF:C , � o U paq o U W U 9 H pa A a �9 W Z 0 E � H -H ;j U m r) P, A Ul X +) N co a A w z G4 N E W � � o rl 2: R4 U •H N O x (d 0 �4 �J U ON ri o��U�fdO 1j) 04 H W U �H E -I H PQ O H pq`oUaUPq 43 r14 J--1 �4 N '0 H x� (d cn h N tJl r -I (d U f14 Fq >4 PP44 Pq E -AM PQ H W m 9 u z xr1 C07 3 •rl x H W Sq 0 a U PQ rG f14 Fq >4 OU F:� E -AM PQ H W m OD w�z > xr1 C07 3 •rl W Sq A W W W a A z H HP4 H �C t7 x W �D03HZF:C Ln Q' v U paq o W U 9 H pa A a Q W Z 4-) a H N A Q H Pd P4 W Ul X +) N o a u w z G4 N U W q �DZF:4 o U1 2: R4 U •H N O x O 4.80 W N - ON pq 1j) 04 H W U �H E -I H PQ O H pq`oUaUPq 43 r14 J--1 �4 N '0 � ([j (d CO rl N tJl r -I (d J-) Q) ri Lf) w� � zzP' N x U' U1 E H pi 1� H 0 H 0 0G4xZWr14 oxer Q� (� hZM0Z° H O E-1 H F -I 71 r. o(� (� r I W C7 1p�Ql tri O . . . . w x 3 rtS E� U P 0 z rz U a� H W O H a f14 Fq >4 OU F:� E -AM PQ 0 W m OD w�z N xr1 C07 3 •rl Sq 0 W W W x� A 3 HP4 H A M x �D Ln Q' v U paq o W Q) A W A Pa H POq o Z 4-) �a E N u 0 0 A 0 EA H X z W C7 m ro OH r-( 41 u r -I r -I U a 0 N co N I Ln 44 O r� N x U r� a ro 4-4 O N E Q) bl rd r -I rd 4) 4-4 O rd 44 0 Ul w o N -r1 rl 10 H • H H ,'� H H H H � OU b� H tf1 W W m N • C07 3 •rl Sq 0 W W W x� N 3 HP4 rd U M O Pi Ln Q' v uHw M S Q) A W A Pq H W 4-) �a E u 0 0 (d > u ji z W C7 m ro OH r-( 41 u r -I r -I U a 0 N co N I Ln 44 O r� N x U r� a ro 4-4 O N E Q) bl rd r -I rd 4) 4-4 O rd 44 0 Ul w o N -r1 rl 10 H • H H ,'� H H H H � P G4 b� 3 • C07 3 •rl Sq 0 W W W x� N 3 %P�Eiau3m rd U M O Pi z W C7 m ro OH r-( 41 u r -I r -I U a 0 N co N I Ln 44 O r� N x U r� a ro 4-4 O N E Q) bl rd r -I rd 4) 4-4 O rd 44 0 Ul w o N -r1 rl 10 H • H H ,'� H H H H r -i 0 04 9 +) N E 1040 ry r--1 A 0 Q) 44 U U V) 0 U H OZ rd � Lr) Q4 U Q4 aP4 H Pq a � b� 3 • �i •rl Sq Oo �4 H N rI rd U M O Pi Ln Q' v 00 M Q) ri C) 4-) oo E Ui M (d �I ji +) N m i71 N N q o o U1 R4 (d •H N N 4.80 N - ON 1j) N O Q) X di N 0 H�4 �4H O N 43 r14 J--1 �4 N '0 � ([j (d CO rl N tJl r -I (d J-) Q) ri Lf) � N N N b) E O Q 1� r P4 1 oxer Q� (� hZM0Z° a w rd N �1 F -I 71 r. o(� (� r I N N Pa tri O . . . . N P� rtS A U N a� rz a� °i > Q) 41 OH a >4 � a t� U � 4-)H Pi P4 44 0 4 N4-3 r -i 0 04 9 +) N E 1040 ry r--1 A 0 Q) 44 U U V) 0 U H OZ rd � Lr) Q4 U Q4 aP4 H Pq a 0 (d rQ U Ln N � b� 3 • �i •rl Sq Oo w H N rI rd U Pi Ln O 4-4 v >1 rd Q) �4 ji 0 0 m 04 rd O U1 r, r --i H . ri �r �-I o Q) 41 H�4 �4H O d (rl r14 M rd 1) M '0 � ([j (d ri rl N tJl r -I (d J-) on Lf) -rUi -H M 3 44 oxer (� rd a w rd N �1 r. o(� (� r I N � o ��0-° kro rn 4-) rz a� °i > Q) 41 a) a >4 � a t� U � 4-)H P4 44 0 4 N4-3 w WW 3 .0 4J 0 r U (d E N 44 -W .H N ft O (d �> >, ty) N 0 �+ 0 m U rl � � W ° r= rI -H N 'd U) U 4-4 0 .0 ri --H-r-� 0 a -r-� a� o� w J H °rd °oUIQ u r I -r4 4_1 4-1 0 No -Q N rd o o A 4 U U N U 0 0 (d rQ U Ln N (d rQ U I � 3 M �4 rd U Pi Ln O 4-4 rd Q) �4 r, 0 U �-I o Q) 41 H�4 �4H v r14 M rd 1) N 41 (d N tJl r -I (d on Lf) (� rd a w rd N �1 o(� (� r I N � kro rn rz °i Q) � a t� U � 4-)H 4j U (d 0 w U 49 0 r U E Ei O +W r -I H� �+ O a `4 r >1 0 O W ° r= N .0 ri --H-r-� a -r-� a� o� w J H °rd °oUIQ u o Hro '0 N O W 0 N O u +) �41-1 N 04 Q)� a a E-4 +J (d E-1 r H� f24 F a) w Z r, W� r; x U CO 3 0 Q -C: V) • H O U Q) U U 41 0 w (n � �`�'� 0 a � w 0 0 3 4� H rI U ° C7 M H O m O Q) m G4 H +-) U �4FC 4-) a +4-)-H - -� 0 •1 a° 4 H 4W �-1 a -r-i Pl H E 1� N 0 0 Pi A co U O W E O r� E -H m U� Pi (d H W S o w V 0 W Q) 0 3 3 �oaa°Ana ° °a aub (n M M� FC 3 ri (d M rA 0 OD E o wU (NM a A� off hacna - - (d rQ U I Ln O M m u N 0 rd 5 Ili (1) rl • � 0 4J E Pi co 11 X r -i 44 0 (d 1..1 � LI -40 � N a b1 ,� 41 0 a) � b-) 0 �4 (d ° 4J U) 0 4-I 44 a)0 44 'O r. 44 M a a a 0 >, Ln Qa r1 (d rl (d 1-) �r. M ;J •H r a� 41 � Ln (d �4 0 U 0 (1d` �4 -H r0 -i 1-1 P4 44 ;Ji H N 0 N 3 -H r�11 m w ;jH 0 41 O 0 3 (n rl ro LO 4 O .11 rd U AN N U N 0 A H � > �O � U1 -H N ro ro 0 v a E O �4 En r�11 0 a) -r U N ro 41 -H rC$ Ul PS N rd �:j N 3 4a -W �4 T5 rd t 0 � rI W Ul P4 U1 x ° 0 44 4J 3 4-4 Ln U(d� � N W U 0 ¢, x 'Q 41 � 0 0� H O 4J J U ,� r 0 ro � v H H O 4-) 0 �(d 1-1 -0 t r I 4-) Qa4 0 M H 0 rd 4 1 N rd U O U1 Qa Qa -H E 04 WA (d �4 U - 3�1Jr�U 04 t 1, 1 N Q9 (d U rl N �4 H 1-1 �4 0 H N U N Ln � 0 H Pa 0 (d 0 U] O 0 -ri m 1.1 4-1 U1 -0 U Qa W H Qi 0 1.J --, 4-4 �$ X U1 ul 1, 0 O N O 4" Qa rd a 0 Q N N 0 3 E U1 r, (d H e r a H 0 0�-4 rl 0 • H �4 -H dl Ln m 0 > a �4 ;j Qa 0 N 0 41 -H 3 ,� �4 1, Qa E UI U 0 -H - U (d rl 0 Z3 rd D 0� Pa � ri -H a 0 U) Ui Pa -W (d � W 41 9 rn r- H rlo��uA)0 U 0 1-1 P$ 0 b Ei 4-1 F -i 4J U 4-1 �-4 H -H H 0 (d W -H .0 b1 ro �4 0 rl 0 N Ei > H '-d U1 F -I rd 0 0 44 H N Pa 0 �j H rO I-rl (d Pa J-) -H O w U W U O x (d O H (d b1 i 1-) �4 H 1J I U rl 0 U rd 31, H N ro n -H 0 �4 a 0 X 4 -4 H � 0 43 N U Ul W Ul E 04 G r, a W 0 4-+ N .ci w 3 r. Id w 3 v 0 +-) r ro� rd 44 4J 41 04 1, 44 a w 3 E M > 0 0 0 rd Ul H 0 �4 0 rr~ � � Ln U1 � -H > a ° N � rd N 1-1 U 44 5 W F U) H r, 0 r1 X - M 1-1 • H O - r -i ro rl E to m -Hi r -i Q bl FC rd rd U ro U1 N -j H X O D rd rd U d{ 1, o-0 O �l iJ D (d 44 N 0 -H -H H P4 4-1 FA 4-4 E U +�-1 r`'-' -i 0 >1 U) m U a� Ca N 4�-i 3-�-) �4 a1 N N A - H �4.0 H W U U O N N Q �A 41 H N H W O U U1 4-1 N 0 �-4 X Pa E W 1, 1, 0 (d H U] X -rl Pa H W U1 W 0 �4 >1 H N (Y rd H H m �4 rd rQ rd rd Ei 44 Ei 0 U N b Qa �4 0 rd 0 W H H N >1 rd q) � r.0 r.0 FC � 3 Ul 3 �.• -H4-4 -H •� P4 -0 �-1 O a>1 Ln O M m u Ln 0 rd (1) rl • � 0 4J E Pi co 11 X r -i 44 0 1..1 LI -40 � N U1 b1 Gti 0 a) � b-) 0 �4 (d ° 4J 0 4-I 44 N 44 'O r. 44 M a a a 0 r1 0 rl (d 0 Qa H •H r a� 41 �4 W E �4 0 U 0 (1d` �4 -H r0 -i 1-1 P4 44 ;Ji P N W N a° Nr m w ;jH 0 41 O 0 3 (n rl ro LO 4 O .11 rd O AN N U U A O � � �O � U1 -H N ro ro 0 v U E O �4 En 44 E N U rd >1 -H rC$ Ul (d 0 H 41 'CS �:j N 3 �4 Q% X 0 0 � W Ul P4 U1 x ° 44 4J 3 4-4 Ln 0 � N W 1J 0 x 'Q 1-1 �4 H O 4J J U H N0 0 ro � v H H O 4-) 0 0 1-1 -0 -r-I Qi r I H Qa4 rd U1 H 0 rd (d N rd rd O U1 Qa Qa -H E (d �4 P$ - 0 04 W 1, 1 N Q9 (d U H M Pa N .H Ln � 0 H Pa N Ul Q • ri U' U1 H H U1 H r-+ L` U 4J H U1 rd 0 ul rd U) r O N 0 3 >1 0 U1 r, U) ;j rd � F -i 0 U 0 �4 44 rl 0 • H �4 -H dl Ln 0 > a �4 ;j 0 0 N 0 41 -H 3 ,� �4 1, Qa E UI a 0 -H - U Pa ri -H a 0 U) Ui Pa -W (d � W 41 9 rn r- H U 0 1-1 P$ 0 b Ei .11 F -i 4J O rd -� �-1 rd rO �4 H H W 0 rd rd U 0 H 0 rl w% rd U 0 0 41 (d 0 �4 Ei �4 rd U H�4 0 U 1, H 0 E H H CQ 44 (d b1 E H 10 0 rl 0 rd rl 0 0 N 0 U1 Ul U1 rd r, Z�4 M O 0 N 0 w Q) N -H Ul ro +-) rd U 41 04 1, �4 w 3 > 0 0 a H r U m Ln U1 a N rd N 1-1 0 H H r, 0 r1 X N N N ro 0 -H 0 H O N ro rl E to m 0 U Q bl FC rd rd U ro U1 N -j H X O D rd rd U d{ 1, �l iJ D (d rd rd M N I 0 -H -H H P4 4-1 FA 4-4 E >1 >1 U Ei m Ca '7-, Ei �4 a1 N N A - H �4.0 H W U U O N N Q �A 41 H N H W O U U1 4-1 N 0 �-4 X Pa E W 1, 1, 0 (d H U] X -rl Pa H W U1 W 0 �4 >1 H N (Y rd H H m �4 rd rQ rd rd Ei 44 Ei 0 0 .0 rd N 1J r4 04 W C7 H rd >1 rd q) 0 ro M W H C7 Pa H -H4-4 -H P4 -0 �-1 O a>1 Z x> a P4 v N N a r� Z w - x 4.-)H H M �1 H Irl H � �Y 0 a) }Ca) 04a Z �i P45 I 0 X W rn E0 rd U J-1 0 �% O pHA W b 3H W En E 41 0 rd O Q -H FC N 0a FC ro -W -01 �4 Q) E H Qa W I a 0�w N 4-a 1-1 75, Qa (d H 0 a M 1(d 1-1 44 -0 rOI ro H Pi �Wl _0 ro , 0 (d U) U 1-1 0 H }4 U OD 1-1 rd 0 0 rd Ul 41 -rl -0 H -H U a' Ln �4 O �4 �4 a a -H b -) 04O rl >1� ;i a4 H ,(1)a-H4-)Hbro r' F,' FC 1-1 O Q 0 W E -rl >10 ri r, 0 11 0 0 O Ul Q 1-1 U N ¢, W E U1 -rl 0 �4 0 1.1 44 M :E O rd > �-4 �4 +1 �40 a� M �4 H v w .H �a A 0 > �1 �4W .H E N 0 H w w a� ���4J r r w X a 44 w a� X rd ��-0 Qa4� �4�Q1-1a4Ja 04H Qa � Q ma MU) 0 Qaa Qaa)4-��� (d w rd (d 0 0 H O m .� U 0 m r 0 (d U E� -Ui UUl � - rd Q, rd 0 U E Qa Q rd ., z U E Q, U 0�-A ., 0 Q, (d 3 0 O) H N M 0 Qa rl S�l -0 0 M H N M Q f<F:4 a 0 1:4 H QF:4 5 i H 1--1 U1 . H It Ln N O N N (d A U �+ (d rQ U Ln Ln rd ,q U 0 rd (1) rl • � �4 �4 0 4J E Pi co 11 X 0 LI -40 � � �4 (d 4J 0 4-I 44 rd O M 0 P° rn -,1 H •H E H 41 U 0 rd -H r0 -i 1-1 H ro a° W 0 3 (n rl ro O O AN N U U O -H N U E �4 4J U E N U rd -H rC$ Ul (d Qa •rl P4 rO Q% X 0 3 W Ul UU) U >1 U1 x ° 44 4J j-, r-- 4-4 U 0 10-1 F -I O 4J J U H � 0 rd -H O U O 0 0 1-1 -0 -r-I Qi r I H Qa4 rd U1 H 0 rd (d Qa Qa -H Cl Q9 Awa°r- rd ,q U Q w z H H z O U Q z w Ici U bl >+ �-i 0 z Cq 0 H 3 fd J 1 N 0 0 -L4 O I' a) �-4 t 0 J, U �-4 to �4 r` r� a) a) -ri �D H W PQ UZ U) 0 4-4 a) 0 d+ (1) 4�-A S4 i rd H w P; w 3 ri-i �4 P$ J, J, Qa 44 H �H W a) rd rd rd 0 m H Ln PQ H H t71 -0 r --I rii rd >, 00 M 4-1 I U) ;:� Iw > r. J, Pa U rd m Ln U �4 44 >, rn w w G4 FC x 1n W 0 -ri Ur= o, rd 0 (d u r` �-q O Ei 0 Er (n Q) J, r -I N H �4 tT1 O U) M rd r. rl M Q O z (1) rd rd Mr� 0 0 0 0 a) U bl VI rl 04 x W �C +� Qa J, a) 0 4J [— U U J, r-4 0 rd 1,0 Z O O H Q �D a 4- 3 U) It U1 rn J, Q) •ri Q Ln O H U D OD Pa a) 0 0 �4 M OO b-) -A U) 'X' �4 -- H w w a N O -ri P rn (1) r-, Ln r� bl S4 rd i4 U) H P: P4 U w M 0 M Qa ri rn ri r� 3 Q 0 0 0 H U D Z 0 O 0 N +3 -ri �-I 3 13 J, U w FC U) H H (d X P4 N rd bl to v -o • W Pa Z A U) rd E; A Q) o) Q) a) b) 0 -- ro F -I Q U] Q H Q W \ 44 H t rd 4-) >, O (1) �i J, Ln a) -ri W W fx Ul a 0 rd a)N EQ,QN 0 --r-i >ixWOO� , -I , -I r` a) �4.! (3) Q) U) • r 1 -H rdZ x P U W PQ D 0 4-*)� 4-4 J, J, �+ co -til Q) M a i 1 J, -ri E -H Q) rd rd > rd � Q) -i rn w E-+ a Q x W p ri U � J, ri --- r� a) -H a) -i F -i a H a w CQ U J, M Q) 44 61 C; J, �A �4 JJ �A a) 4-4 rd -ri FC 3 H W x W U 4-) rl QH Q) (1) a) 41 (1) U J, w 3 7-, U O H �5 M ri Q) a) -0 -u J, m rd r� rQ (1) P., Q H H H �i H s~ C7 (d E m rl ;J I • ri rd �4 Q) Pa x J, U M Q) -H a) 0 SQ 4-4 > 0 0 FG E -i 3 (n H U Ul rl a) �4 4A H 0 0 M (1) rd rd r♦ J, ; rd U) -i • Q) O O W z 0 rr" J, FG N U 4 J, �4 Z rn (1) �4 r rd - OD rO, Ei a w a U a) OD Q-, \ (d JJ Q) 00 41 Ur w FC M Ul 3 d+ 41 ri E 0 —1 J, 4-1 r-, r- 41 rd J, 0 O �-I -H 0 E; -ri Q) -ri rd rd O 44 W H H O Pa a -ri (1) E-1 \ rd U 0 J, m e r -f U 0 w a a w r a) Ul rd r -i Er m • U (d rd Q L— U) Ul PS U) FC �A U �4 r� (1) Q) U) J, �4 • E Q ;J 0 W M >i FF44 �D H w a) x a) (1) ,x r. rd rd �4 �4 �-A M a -0 r rd � a a w aQaW J,J,��iQar4(d0 rl— P4 U)x 4--3 rd 0 -ri •H r. 44 �4 (1) 00 (1) H z x 0 E� rd (d 4 U rQ -ri P', 0 rQ OD F �D a) FC Q H U Z -ri U - •H (1) .Q •H H F U) Pa P D H x ,> \ J, -w 3 Q) l0 J, O 0 -- 41 w co Q U 44 rd rd F a) �i 0 3 r -i ri U) U Q W W H N 44 I E a) 0 ri (d J, r' rd r-� :� t— 0 • W 3 x P$ w x rd rd 0 U Q Qa 0 ri r� u1 r= M U J•3 5 E-4 W O U 3 4-) 0 4 Ul •ri • rd M 0 0 1 -ri U) H U) r=, O rl a) 41 0 n -H lD a) .. H ,7 H P$ Z a) 0 O rn 4-) a) J, r` U H Q v W x Q Pa 0 (n O rt Q) 3 -r-+ N r,�� k O W P� H a r, �4 4-) �4 (L) rd 3 rd -- a) Ln Pa rd O H w D U �4 a) U) (1) (1)�rl 3 rd rq rd -- 4-4 • • z a Ei x U) m ri ;j0 4--1 rd (L) rd �o -ri 00 H H W rl 0 H 4-1 ;J r� JJ 0 Ln > 0 U •- vl U Q) Q) -n b -W 0 Qa Q) -0 +3 Q) -- Q) 4-)M >i DQ 0 W z J, J, rd a) a) m E; J, rd ri �i (d P w z O w H H Pa F(,' 4-) (1) \ 0 -W \ >, • ri J, H rd J, 0 ii U Pi H Q U) \ U rd \ r -i a) rd rd Q) a) • -3 W W Q Q H (1) J, U U X Q) Q Ei Q W r=, > �4 rd Ul }4 ri U) U Q) rl -ri (d Er (d �-I a H H w 04 W H (1) �4 Qa -H (d a) �4 (1) U) 4A Q) a) D x U) U O H H J-1 rd J-1 Q) J-1 �4 0) ,5v a) �-I J, O U Z O U Q � 0 4 0, U) 4J ri 0 rd �' �4 _0 rd x O P4 w 'J 'J H X H PQ ,C,' -W rd � rd H PQ Qa 0 -0 U) H U) FG U 124 Pi MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, MAY 28, 2020 AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. NOTE: THERE WAS LIMITED PUBLIC ACCESS TO TOWN HALL. THIS TOWN COMMISSION MEETING WAS ABLE TO BE ACCESSED ONLINE, INCLUDING ALLOWING FOR PUBLIC COMMENT. I. CALL TO ORDER Chairman Smith called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Participating: Also Present & Participating: Thomas Smith Malcolm Murphy Robert Dockerty Curtiss Roach Jorgette Smith Amanda Jones Gregory Dunham Edward Nazzaro Rita Taylor Chairman Vice Chairman Board Member Board Member Board Member Alternate Board Member Town Manager Staff Attorney Town Clerk III. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING 03-26-2020 Vice Chairman Murphy moved, and Board Member Roach seconded the motion to approve the minutes of March 26, 2020 and all voted AYE at roll call. IV. ADDITIONS, WITHDRAWALS, DEFERRALS, ARRANGEMENT OF AGENDA ITEMS There were none. V. ANNOUNCEMENTS A. Meeting Dates 1. Regular Meeting & Public Hearing a. May 28, 2020 at 8:30 A.M. b. June 25, 2020 at 8:30 A.M. c. July 23, 2020 at 8:30 A.M. d. No August Meeting VI. PUBLIC HEARING A. Declaration of Ex -Parte Communication There was none. B. Administer Oaths Due to the nature of the virtual meeting, Town Clerk Taylor swore in individuals at each application instead of all at once at the beginning of the meeting. C. Applications for Development Approval 1. 3377 N. Ocean Blvd. a. Declaration of Ex -Parte Communication There was none. Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. b. Administer Oaths Town Clerk Taylor swore in Mark Marsh and Keith Williams. C. An application submitted by Mark Marsh, Bridges, Marsh & Assoc., as Agent for East Bluff Trust, the owner of property located at 3377 N. Ocean Blvd., Gulf Stream, Florida, which is legally described in metes & bounds, portions of Lots 5 and 6 of Gulfstream Ocean Tracts. (1) LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW for improvements to hardscape structures (gates, walls, trellises, walkways, etc.) & landscape improvements. Mark Marsh, Architect for the project, stated the plans had changed since the previous approval a year ago and that Keith Williams would be presenting. Mr. Marsh pointed out there was a new entry gate, some privacy gates, a new ramp that was added by the client, some modifications to privacy and retaining walls and a relocated beach access to the ocean. Keith Williams, with Nievera Williams Design, stated they had made some adjustments and modifications to the overall plan, hardscaping and planting. Mr. Williams stated the overall design was pretty much the same as was presented a year ago, but they had some communication with neighbors to the south and increased landscaping and buffering to about 16' overall, and that was from four to five feet higher than the original. He added they had increased the wall to eight -foot -high, and for retaining purposes the wall extends further east than what was allowed due to some miscalculation. He said that wall had been removed and they were now conforming. Mr. Williams stated there were some changes on the west that had originally been mostly grass but now consisted of a limestone walkway that slowly ramps up around a planter wall. He added there is a long, linear lap pool with an overflow that drops down to the lower elevation of the west end. He added there were five gate locations. Mr. Williams stated the walkway design was essentially the same except for the fountain, which was modified to run right up into the walkway with stones that appear to be floating in the water and they extended the walkway slightly east because of the outdoor grill. Mr. Williams pointed out they had discussions with the neighbors regarding screening so they were proposing at the southeast corner of the building a large sea grape tree about 20' tall, then more sea grapes about 16' high and then sloping down to 10', then eight feet and engaging into the existing vegetation, which is anywhere from four to five feet high. Chairman Smith asked if those trees were there now, to which Mr. Williams answered in the negative. Mr. Williams then showed slides of the different gates. Board Member Dockerty asked if the neighbors had weighed in on this. At this point, Mr. Mark Pickard, a neighbor to the south, was sworn in by Town Clerk Taylor. Mr. Pickard thanked Town Clerk Taylor for her professionalism and responsiveness over the last few months and added that she was a fountain of knowledge and a real gem to have in the Town. Mr. Pickard stated he and his team had been on the phone with her 2 Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. quite a bit and she and her team had helped see things through and made this a much easier process. He stated that screening between their homes remained an issue and there were areas where they would prefer higher screenings, specifically in the area where there are eight and ten footers, but he appreciated the efforts that had been done thus far. Mr. Pickard requested that the heights don't come down from the proposed heights and they preferred to see them flourish and grow. He added that they hoped the plantings would take place sooner than later, at least along the border, so they could enjoy the screening, as there is nothing there right now. Chairman Smith asked if the new heights discussed earlier were acceptable to which Mr. Pickard stated that higher would have been better, but they were fine with the 16' as long as their privacy was protected. He added they had confidence that Bess and her team were going to live up to her stated objective of making it as lush, thick and bountiful as it was previously. Vice Chairman Murphy made a motion to recommend approval of a Level II Architectural/Site Plan based on a finding that the improvements to hardscape structures (gates, walls, trellises, walkways, etc.) and landscape improvements meet the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. Board Member Roach seconded the motion and all voted AYE at roll call. 2. 2943 Polo Drive a. Declaration of Ex -Parte Communication There was none. b. Administer Oaths Town Clerk Taylor swore in Richard Jones and Dave Bodker. C. An application submitted by Seaside Builders as agent for 2943 Polo LLC, the owner of property located at 2943 Polo Drive, Gulf Stream, Florida, which is legally described as Lot 13, Plat of Gulfstream Properties. (1) DEMOLITION PERMIT to demolish existing buildings. (2) LAND CLEARING PERMIT to clear area for new construction. (3) LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to construct a one-story, single family, Gulf Stream Bermuda style, 4,314 sq. ft. dwelling with 2 one car garages, 300 sq. ft. guest cottage and swimming pool. Mr. Richard Jones, of Richard Jones Architecture, began the presentation by showing some photos of the current property and stated that a one-story Bermuda style home, 5,240 square feet total gross with a two -car garage is what is being proposed. Access is provided through a 3 Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. circular driveway and features a swimming pool at the rear of the property, with a detached guest cottage and an entry courtyard, he added. Mr. Jones stated they have increased setbacks on both the front and rear of the property, are under the maximum height and over the landscape barrier required by 50. The guest cottage is self-sufficient with its own bathroom and is connected via an open-air arbor and has an outdoor summer kitchen, he added. Vice Chairman Murphy asked what color the roof tile was going to be, and Mr. Jones answered it would be a gray tile roof. Board Member Roach asked what the height of the roof was on the guest cottage to which Mr. Jones answered it was about 16.5', with the eave height at 10.6'. Board Member Jones asked what the shutter colors were going to be to which Mr. Jones answered they were Benjamin Moore Historic Color 115, Georgian Green. Chairman Smith asked if the tile color was one previously approved by the Town, to which it was answered in the affirmative. Board Member Dockerty loved that it was a one-story home and thought it looked fantastic. Chairman Smith asked if they could get a color sample to Town Clerk Taylor before it goes onto the house. Town Manager Dunham stated that green was an acceptable color, but the Town typically liked to go with a darker shade. Mr. Jones agreed to bring a sample in and stated if they needed to go darker, they could go down to the next color on the historic palette. Mr. Dave Bodker, landscape architect, explained the landscaping, in great detail, that would be put on the property and the vegetation that would be kept and some relocated. He added that the property is going to be raised about two feet with a retaining wall, so the five- foot hedge will essentially be a seven -foot -high hedge. Town Manager Dunham brought the tree disposition list to the board's attention and asked Mr. Bodker to go through the tree removals. Mr. Bodker stated that most of the trees being removed were along the north side in the rear of the property and most were palm trees, a small guava tree on the north side. He added that the ones being removed from the sides were because they were too close to the construction of the new house. Board Member Smith asked about the raising of the property two feet and asked him to expound. Mr. Dockerty stated there would be a low, segmented block, retaining wall on either side of the property that has a finished side facing the adjacent properties. Chairman Smith asked if any of the neighbors had issues. Mr. Bodker noted that Mr. Lyons had gone through the plans and was concerned about how much light would be lost, so they proposed a clusia hedge instead of fishtail palms rather than put such a high barrier on either side. No other comments from any neighbors. Board Member Dockerty made a motion to recommend the approval of a land clearing permit to clear the land for construction, noting that the landscape architect has provided a tree disposition list on page L-1 of the set of plans. Board Member Roach seconded the motion and all voted AYE at roll call, minus Vice Chairman Murphy who was having internet issues and was not present at the time of voting. Board Member Dockerty made a motion to recommend the approval of a demolition permit to demolish all structures on the site. Board N Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. Member Roach seconded the motion with all voting AYE at roll call, minus Vice Chairman Murphy who was having internet issues and was not present at the time of voting. Board Member Dockerty made a motion to recommend the approval of a Level III Architectural/Site Plan based on a finding that the construction of a one-story 5,240 sq.ft. single-family Gulf Stream Bermuda style home with two (2), one (1) car attached garages, a swimming pool and 300 sq. ft. guest cottage meets the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to the issuance of a Building Permit, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. 2. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 3. The chip color for the shutters needs to be approved by the Town Staff or brought back to the ARPB Board, if necessary. Board Member Roach seconded the motion with all voting AYE at roll call, minus Vice Chairman Murphy who was having internet issues and was not present at the time of voting. Assistant Town Clerk Basel stated that Vice Chairman Murphy had called in to say that wi-fi was down at his house and asked that we have Alternate Board Member Jones sit in for the remainder of the meeting in his stead. 3. 2775 Ave. Au Soleil a. Declaration of Ex -Parte Communication There was none. b. Administer Oaths Town Clerk Taylor swore in Mr. Chester Snavely, Jr. c. Application submitted by Chester C. Snavely, Jr. & Therese P. Snavely, owners and agent of property located at 2775 Ave. Au Soleil, Gulf Stream, Florida, legally described as Parcel 1, Lot 93 and Parcel 2, 1101x70' described in metes & bounds, both located in Place Au Soleil Subdivision. (1) LAND CLEARING PERMIT to demolish all buildings and pavement on the property and remove non- native and diseased trees. (2) LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to demolish all buildings and pavement on the property, remove some non-native trees and plants, grade, irrigate, sod and seed property. Mr. Chester Snavely Jr. explained that the property had become very run down and the house had been in disrepair for at least ten years or more. He added that the lot was under agreement to the next-door neighbor to combine the lots and put a substantially larger house than 5 Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. what he has now. Mr. Snavely went on to explain when that contract didn't materialize, executors of the Lavoi Estate asked the Town to remove the demolition requirement so they could more easily market the property and when he found that out he was concerned because the house needed to come down and he didn't want to see someone come in and just put a band-aid on the house and flip it. Mr. Snavely said he was concerned for the neighborhood, so he bought the house and his intent was to remove the house, the foundations, the floor slab and sod the area. He added he was going to temporarily install a sprinkler system to sprinkle the lot and that the only tree worth saving was a large mango tree at the rear of the property and all others were diseased and overgrown. Mr. Snavely will be leaving the clusia hedge and the overgrown ficus plantings, which he will trim down and get back to a healthy condition. Chairman Smith stated that with the removal of all the trees, it will just be a big open space with no trees other than the borders and asked if Mr. Snavely was going to irrigate the property. Mr. Snavely stated he was not going to irrigate. He said he was going to sod where the house was being removed and sprinkle the remaining and they would keep it mowed and maintained. Chairman Smith asked if his long-term idea was to market the property in the future to which Mr. Snavely said he wasn't in any hurry and that was not his intent at this time. Assistant Town Clerk stated that Vice Chairman Murphy wanted it put on the record how very appreciative of everything Mr. Snavely has done for the neighborhood and Town. Chairman Smith, as well as the rest of the board, concurred and added that everyone living in Place au Soleil was going to be very happy with what Mr. Snavely is doing. Chairman Smith asked if there had been any comments from the neighbors to which Town Clerk Taylor stated there had been no contact from any of the notices that were sent out. Board Member Roach made a motion to recommend approval of a land clearing permit to clear property of non-native and diseased trees to prepare for new sod and irrigation. The motion was seconded by Board Member Dockerty with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a Level III Architectural/Site Plan to demolish all buildings and pavement on the property and to grade, irrigate, sod and seed the property. Board Member Dockerty seconded the motion and all voted AYE at roll call. 4. 1555 N. Ocean Blvd. a. Declaration of Ex -Parte Communication There was none. b. Administer Oaths Town Clerk Taylor swore in Cynthia Spray, Lee Lavigne and Natalie Bak. c. Application submitted by Cynthia C. Spray, CCS Architectural Enterprises, Inc. as Agent for the owners, Rene & Ubrada Lavigne, legally described in Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. metes and bounds in Government Lot 1, lying east of State Road AlA, Palm Beach County, Florida. (1) DEMOLITION PERMIT to demolish pool house & 2 concrete balcony railings. (2) LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to construct an amended loggia and circular stairway on the east end of the loggia, replace the balcony railings with metal pickets and finish the interior changes that were demolished. Ms. Cynthia Spray, of CCS Architectural Enterprises, Inc., stated they had some natural architectural progression and some changes throughout the duration of the project thus the reason they were back before the ARPB. Ms. Spray explained they would be demolishing the 351 sq. ft. cabana and the second -floor balcony railings. They want to add a 161x40' colonnade loggia in its place with a summer kitchen, living and dining area. In her presentation, Ms. Spray showed how they were removing the capstone columns and balustrades on one of the windows in the rear with the intent of matching them to the new loggia. Ms. Spray reiterated that the view was the most important part of the project and they were looking to modify the three windows in the rear center of the house at the ground floor and second floor to be two large picture windows at each level. She explained that the columns on the loggia had been refined and the spiral staircase had been moved to the outside of the loggia. In the front of the house, she pointed out they were removing the balustrades and putting railing on to match the loggia railing in the rear of the house. She added they were also replacing the front door, which is a wood -paneled double door and they were replacing it with glass panes to match the rhythm of the design. Board Member Smith asked if the windows in the rear were bigger than the original windows to which Ms. Spray answered in the affirmative. Chairman Smith concurred that there seemed to be a lot of glass. Mrs. Lavigne stated the actual living room windows would remain the same size but instead of having three windows, they were going to have two. Ms. Spray added they were keeping the same width, but they were stretching them up and down to enlarge and capture the view. Board Member Roach asked if the ratio of glass fell within the criteria of glass display to which Ms. Spray answered in the affirmative. Board Member Roach asked what the percentage was, and Ms. Spray did not have the calculation on hand. Board Member Smith was concerned with all the different window styles, some arched, some picture, etc. Mrs. Lavigne stated they were keeping the exact same style that is currently there and although it looked square in the drawing, she said they actually had a small angle. She added they were trying to harmonize all the windows to have a similar look instead of some being straight and some being angled. Board Member Smith said the style was divided glass on everything and then big glass on the new ones in the middle. Mrs. III Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. Lavigne stated they were going for a cleaner look right in the middle because it looked very congested as is. Board Member Jones stated she preferred the look of the three windows to the two big panes and it stood out like a sore thumb. Ms. Spray stated they could put in muntin's and do a two over three that would match the rest of the fabric of the fagade and then the variation in the window wouldn't be so pronounced. Board Member Jones asked if the detailing around the windows would remain intact to which Mrs. Lavigne stated that it presently had cast stone on it so they would have to remove that to put the windows in and then replace the cast stone. She added that if you are sitting inside the house it is very difficult to see the ocean from the narrow windows. Board Member Smith agreed with Board Member Jones and stated she thought the panes needed to be there to make it all flow. There was much discussion back and forth between the board, Mrs. Lavigne and Ms. Spray about the new proposed windows matching the character of the house. Chairman Smith proposed they come back to the ARPB regarding the windows and although the Board agreed that it would expand the view, the windows didn't look at all like they were designed into the original architectural design of the home, so he asked them to bring something back that was more conforming to the house. More discussion was had regarding the permits with Ms. Spray, Town Manager Dunham and Natalie Bak. Town Manager Dunham recommended they could move forward with the loggia permit with the exception they would not work on the windows until a revision was submitted, and the Board approved the final design. Assistant Town Attorney Nazzaro stated that procedurally the motion would need to be approved with the loggia and the approval for the windows would be postponed to the next ARPB meeting. Chairman Smith asked if the demolition also included changes to the south balcony to which Mr. Nazzaro stated that it was up to the Board based on the status of the Code. Board Member Dockerty made a motion to approve a demolition permit less the four windows on the east facing property to demolish an existing 351 sq. ft cabana and two (2) second floor balcony railings. The motion was seconded by Board Member Smith with all voting AYE at roll call. Board Member Dockerty made a motion to approve a Level II Architectural/Site Plan based on a finding that the proposed construction of a 171611x40' loggia with a circular, metal stairway on the rear of the dwelling and two (2) second -floor balcony railings meet the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 2. This motion does not include the four windows on the east side of the property. Minutes of ARPB Regular Meeting & Public Hearing Held 5-28-2020 @ 8:30 A.M. Board Member Smith seconded the motion with all voting AYE at roll call. VII. ITEMS BY STAFF There were none. VIII. ITEMS BY BOARD MEMBERS There were none. IX. PUBLIC There were none. X. ADJOURNMENT Chairman Smith adjourned the meeting at 10:48 A.M. Renee Basel Assistant Town Clerk 9 Cynthia Spray Design and Architecture DESIGN • BRANDING • LIFESTYLE • INTERIORS • ARCHITECTURE • URBANISM TOWN OF GULF STREAM t 100 SEA ROAD * RECEIVE- ` JUN 19 2020 GULF STREAM, FL 33483t � �i �i±J TOWN OF June 18, 2020 GULF STREAM, FL Town �f Gulf Stream; Fl. page 1 1 Re: 1555 N OCEAN - 4 East Windows - Information Clarifications Dear Town of Gulf Stream, Thank you for your letter dated June 8, 2020. In response to the ARPB commentary on May 28, 2020 during the Public Hearing, we have modified the 4 windows in question to meet the Design Manual. Specifically we have clarified: 1. Stone Surrounds and stone Window Sills: the stone surrounds at all windows are existing to remain and are included in the design of the 4 replacement windows. 2. Paned Glass: each replacement window is designed with paned glass. Replacement windows frames and mullions are to match the existing wood windows design. 3. Type of Glass: the replacement windows will have glass to match the existing adjacent windows. 4. Header heights: we have aligned the header heights in the proposed design to show better uniformity. 5. Window Opening Percentage is 46.5% on this East Wall which has the 4 windows being clarified. Please do not hesitate to contact me via phone (office 561-479-9884) or email cspraV@ccsarchentef cona-if you have any further questions. Regards, 1 Cynthia Spray, AIA, NCARB, LEED AP Principal CCS Architectural Enterprises, Inc 499 East Palmetto Park Road, Suite 221, Boca Raton, FL 33432 Main 561.479.9884 www.ccsarch.com Florida License Numbers IB 26001782 (Interior Design) & AA26001852 (Architecture) " - . , . - ' ' ! > V i i " t . / a r h i s p r o " . e 1 l o l l 1 1 1 1 o r a �%�% �%/ I I i t 1 �� r i �� �%�% �%�% �� ��. �� - - �� r ���� - ���� : : - 1 . 4 or or lilt t i q �f iv kIA61 a LAVIGNE RESIDENCE Architectural Enterprises. Inr. LOGGIA ADDITION & INTERIOR n - RECEIVED 1555 N OCEAN BLVD 4Y+ DESIGN! S ARCHITECTURE t P, rA Rd si LU S49u9neC Boca R. FL2i492 TOWN OF GULF STREAM Q LEVEL It SUBMITTAL ooE TeI O(f e'�61-079-9384 Town of Gulf Stream. FL 1= ,V nreh cnln -P - --WINDOW C -�(nccsnrchenterrnm T FROM 5 /2 812 0 2 0_ Architecture Business MEETING ' AA26001852 Inter or Design Business 1131001 7V CONSULTANTS. Y ' n E 0'-0" EXISTING MAIN HOUSE J Q 9~ Z I I ".) X r BILLIARD ROOM n 1108) ll � BILLIARD ROOM (108) Z STEP: - DOWN ' I n � II II Q E -� A L y p D STEP _ DOWN STEP DOWN " V � I V b 9 11 n L Y 1 0' EXISTING UPPER POOL DECK IS IS 02 n g BP JU WN L Y n I J B AKFAST - - - - (105) Ncni s�As 110 MEDIA ROOM BAR BAR (1088) (1088) 110 RQ: P -1'-T EXISTING LIVING ROOM FLOOR FIISI OMAIC.EISIING OR rvF LL wrn rvsw fLArcEilirvc. .`\\`/Y/�O—Ji'l AT LIVING ROOM (106) L11.111 3 11 1—TIND II—EL 10C1 I.SIALLI' _ -0'-0' EXISTING MAIN HOUSE FLOOR MEDIA ROOM MEDIA ROO4111) (111) 11-11T LL I � ryIN oTE0140G € ?ROV OEF E --- REs_NTcva. soARO Arw Twnu �F - I Y -AL All rvew rvT R oR aART noN s-11STA R - 0 O' EXISTING MAIN HOUSE FLOOR I� 1� �, ' • GL DECK B'-0 ill" V' STEP m \i DOW OPEN AREA OPEN AREA I -i'-0' EXISTING FAMILY ROOM FLOOR ¢.. , .,,,,, 4- 3_2 P" 3-8 TP icer l:c E TOR rs Ex sine D2= Ree ,ABANA BAT —TOR D2= - (10211 wos To eRo ryn KITCHEN KITCHEN 11 REooER T.11 (1 )4) LLorvc 23 n /141/2" E _. �5 FIRST FLOOR - NEW WORK PLAN - INTERIOR A2A SCALE 1/4" = ._0 ccs AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #1, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING'. STRUCTURES INTERNATIONAL. INC. 7501 WILES ROAD CORAL SPRINGS, 11 13061 -- _-- __- - PHONE: (954) 227 1515 - LAVIGNE RESIDENCE Architectural Enterprises. Inr. LOGGIA ADDITION & INTERIOR AIR( EFFECT. - RECEIVED 1555 N OCEAN BLVD 4Y+ DESIGN! S ARCHITECTURE t P, rA Rd si - 'JUN 1921271 S49u9neC Boca R. FL2i492 TOWN OF GULF STREAM 0Palmetto LEVEL It SUBMITTAL ooE TeI O(f e'�61-079-9384 Town of Gulf Stream. FL 2 ARPB REQUESTED' 6118/2020 ,V nreh cnln -P - --WINDOW C -�(nccsnrchenterrnm FROM 5 /2 812 0 2 0_ Architecture Business MEETING ' AA26001852 Inter or Design Business 1131001 7V CONSULTANTS. MLP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #1, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING'. STRUCTURES INTERNATIONAL. INC. 7501 WILES ROAD CORAL SPRINGS, 11 13061 -- _-- __- - PHONE: (954) 227 1515 - LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/3112020 T DRAWN BY: CC S PROJECT PHASE. TOWN OF GULF STREAM LEVEL It SUBMITTAL ooE 1 OWNER CHANGES 4/2812020 2 ARPB REQUESTED' 6118/2020 - --WINDOW CLARIFICATIONS + FROM 5 /2 812 0 2 0_ MEETING ' CYNTHIA C SPRA" A AR 94.67 -IEET TITLE FIRST FLOOR - NEW WORK PLAN INTERIOR A2.1 SHEET 9 OF 14 1 SECOND FLOOR - NEW WORK PLAN - INTERIOR N A2.3SCALE 114" 1'-0" Archiloclural Enterprises, Inc. ARCHITECT: CYNTHIA SPRAY DESIGN S ARCHITECTURE 499 Ea,t Palmetto Park Rd Suite 221 Boca Raton, PL 33432 Tel Ofiice 561-479-9884 ����� csarch.com I ;spray(acesarchenter.cmn Architecture Business AA26001852 Interior Design Business IB26001782- CONSULTANTS: MGP ENGINEERING: AR1ERICAN UNITED ENGINEERS 5130 N Federal Hwv 01, Fort Lauderdale, F1. 33308 PHONE (954) 461-4314 SIRUCFURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS. FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIAADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: C C S PROJECT PHASE TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 OWNER CHANGES 41291202( 2 ARPB REQUESTED 6/1812020 WINDOW _. ......... CLARIFICATIONS -.... -... _. _. FROM 512812020 MEETING CYNTHIA C SPRAY, AIA AR9a167 SECOND FLOOR - NEW WORK PLAN - INTERIOR A2.3 SHEET 11 OF 14 ccs Architectural Enterprises, Inc. t ARCHITECT: 1! RECEIVED'- CYNTHIA SPRAY DESIGN & ARCHITECTURE BLACK ALUMINUM/STEEL SPIRAL STAIR AND LOCKABLE GATEATZND FLOOR. 499 PROVIDE SHOP DRAWINGS. L� Sure 221 rlPahnetto Park Rd �I,�J of Gulf Stream, B Rt 1479-924 Tel Off 561-479-9YN C sp ayrn csarchenfer cum Bu inn Y2 SECOND FLOOR TOP OF SLA' A cnnecnre Business ° GUTTER. SEE FLOOR PLANS. Inwin, 185z hnerior Uesign Business IB260017R2 / I III e �n j Mr l CONSULTANTS: ! i Ful I MRP GN'GINLERIS(;AMERIC_ CO , ! _ ` ( ENGINEERS UNITED 00 Ce I A ` I O„ 5130 N Federal Hwy # 1, - ± Eon Lauderdale, FL 33308 01 1 1st FLOOR TOP OF SLAB PHONE: (954) 461-4314 - 3' _ ..._.___.- ____ __ =4'LOWER POOL DECK / LOGGI, srxucruRAL I - 2 GRADE BEAM ENGINEERING: GAS FIRE PLACE EXHAUST VENT. STRUCTURES INS TALL PER MANUFACTURER INSTRUCTIONS. INTERNATIONAL, IN( --_..- - ___ .-_.. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 1 LOGGIA ADDITION -REAR ELEVATION -NORTH A5.0 SLALE 114 - 1 0 q "^ NEW EXTERIOR PAINTOPTION, WHOLE HOUSE ROOF EAVEAND CAST STONE BANDING AT ROOF EAVE. COLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN LAVIGNE RESIDENCE OWNER TO SPECIFY PAINT GRADE AND QUALITY. PROVIDE TEST LOGGIA ADDITION & INTERIOR SWATCHES ON EXTERIOR FOR OWNER APPROVAL PRIOR TO PURCHASING AND PAINTING. IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 02 PROJECT NO: 1915 NEW EXTERIOR PAINT, WHOLE HOUSE. DATE: 1131/2020 COLOR: SHERWIN WILLIAMS SW6385 DOVER WHITE DRAWN BY: C C S --- ---- - - - ---- - -- - - --------. OWNER TO SPECIFY PAINT GRADE AND QUALITY. PROVIDE TEST PROJECT PHASE: --- - - -- --- - -- - _ SWATCHES ON EXTERIOR WALLS FOR OWNER APPROVAL PRIOR TO PURCHASING AND PAINTING. __--- - -- TOWN OF GULF STREAM 01 � - LEVEL II SUBMITTAL 2 IIT R 1 OWNER CHANGES 4/281262 / Ii -3 jNEW EOilXTERIOR PAINT, ALL WINDOW FRAME EXTERIORS. - .......... -' — I,i COLOR g ARPB REQUESTED 61181202 1 SHERWIN WILLIAMS SW7004 SNOW BOUND - ! OWNER TO SPECIFY PAINT GRADE AND QUALITY. PROVIDE TEST _WINDOW -�' _ FROM 5/28/2020 III- .--- I SWATCHES ON EXTERIOR FOR OWNER APPROVAL PRIOR TO PURCHASING AND PAINTING. MEETING ' I ! ! ° a +12'-3" T 'hIT -4"2 SECOND FLOOR TOP OF SLAB oz i I I ! i i I II III I I II -- - - / / ------ -j+O" CVNTHIAC SPRAV. AIf, 1 1 1St FLOOR TOP OF SLAB ARN167 31 SHEET TITLE — - I n1AICD Dnnl nr- V I I nr-_!_IA nDry TnD nr EXTERIOR ELEVATIONS z LOGGIA ADDITION - SIDE ELEVATION -EAST A5.9, SCALF.1/4.' , V-0„ - -- - - - - - -- A5.0 SHEET 13 OF 14 14-4 O � 4-1 14-4 Ln CA CA 75 bID 4.1 CA U m O +� C7 o •� Lf) bn cu O x v m ° r o 75 4- U ° c "' w a W o biDo acz o� v O cu pwW, 3 bz a �, •Qj 7Z rn cz v '� �4 p +, w (� V cJ)cu W o '5 cz x G0 U ,.+ o Cn 41 m.' �' o..� u � , � � 7 > Q1 c v ww a �, C y 60 v o ft° v w o 'IZ A U O O v O W C7 N cn u :: O H 0 ;r, O � O o � w � o � w � o O � w 7:5 o bO O O � v 4 o � v o � x o O m � � o •ti O H 0 ;r, '7 l 4-1 bb w w LO 14� .� cz .oma �04 OCU ct cd N p p Z+ 03 ren 0 C, ( cd � o � 0 � � � N +�+ '� U N U) ~ 4 V En" o Q" v O Ct Q, M OV O w cvs CZ 7C O O O Q 4O p 71 � + c ( i O 3 CZ czbo 0 4-3 a °' C;3en a o 0 o uw 0 a - 3 a Q,°ct N I—� bo � 4-4 o Vct �3�' N V O O O v V w9 0 (:) 0 rl 9 p O t1+ "i� ty �, V bo u , , V a! v o vN ev V O LO •o '�� O 0) Q ct .� C13 G cu C,5 CU N O O p O H O O L N(3) p p V V 7��, O p ,,4 o O N N p a, 0 .0 +0lz O O O O biD O v o X 0 0 0 3 O> o U o� 4 A oB U c U w w N � nj Q c a a, 0 0 v � Vct V o ct C13 G as cn cn Mct N N p a, Q) biD X ~ O � X 4 A oB U c U �TjQacn"� HdQ:) a a a W � CL a O LL w U N Q) � CL W O Q) � a) LU N l W J Q O O LL LL O z a O J a a a � CL a O LL w U N Q) � CL W O Q) � a) LU N LL W J Q O O LL LL O z a O •� � U J CL r (L (� a E E a)o O E; UO Q O Q r C ~QC) p LL a) 1) co O m E Z U CL ffl L O O Q .0 aMi3w� CD � 3 o� @ m N c0 Q) d c }, � Q O C v, O U E U a o p CU C w �a o� a� oti.+ > (D Q) r ca .c d o >, a 0. r Mo O o W Q) ro c (4 LL ,0-0> c - N @ U- 0 O a� (n O a� m E�aE O O ` Q O O L Q) � E L U P Q O C) z O Q O LL Z J a LU z LU C9 Q W IK E Q) S a c o a U N Q) � v3 c U Q) � a) p Q J ca O Q O a U •� m O 0 C 0. r N (� Q) S a O N Q Q 7 m O 0 C Q L3 i y N N > C d Z 4 O) co > O co d -� 7 O CO C � O -- LL co U aU) aa) Oce f° L C O LL oca N 2 Z o v c -- c o °c L o _ U a� U co ~ O v c� a c C o o Q `o cn m o m Q Lo � N +-• O $ Q�1— E U U- L L c p m ` a) 1 ^`co L ° V Q W > U a C Z a Q Z>,o E Kaci o ai a aa) a o a) a E a) > N c6 p a) . X Lit i6 Z O c c c O iri N Z a O O M N N w CO u- O w a) C C c O a) a) C +O (0 ?, O LL j ^� U - oo - - a) E "O Q L a 2) u) £ (� 'O L 0) C O ai a) ° o Q O N a) O z C Q C d C cn C N N a O O C Q Q Q Q aO °vin ® c CL E CL O Via) ® Q Q U) cv v C �•= O $ dI v Oco c �+ d a o v a p o �o M mrncda�. (p C _ !4 oa�� -0 V d ~ vcL? y M m d m"N o m ° pC o m n o U C !- Q 0- Q W z F2 i m o N OL o �c �a c N > O c QLZ 75 _ 1a, o a m �U m 0,0 h N �c'gcLL -i —(b o O n N N Z _ 2 c U- r l 9? o - _ v - c ��M � g tp cc o a � t..6 a� .p m O f'• � � Ci a !� tip w v .j QMH v U cn CX to d O w 47 z >, p c vo w —gym, m M 0 o o t6 o v U: O y O c m w Z O w co c c m m v io O v t ` c c ?a _ -. — eo a> ea E -o 0 LL U °° ca ¢ a U7 Z d z in O �' m Yo m6 c c c _� W Q U m a ® O Q ¢ (M a O Q c c m 5-5 V00 a E U O ►� 6 �- (V M Q r tV M v a O(1) Q Q Q m m f0 U U U 00.000 0 N CV N M d d O LL O CL CL d c m a O 0 0 c 0 U .Q a Q U O v C w ip U y s, :O v� J c m O ® Q CL U -i m m m a` a` L a` r Q CV Q of d d m o N OL o �c �a c N > O c QLZ 75 _ 1a, o a m �U m 0,0 h N �c'gcLL -i —(b o O n N N Z _ 2 c U- r l 9? o - _ v - c ��M � g tp cc o a � t..6 a� .p m O f'• � � Ci a !� tip w v .j QMH v U cn CX to d O w 47 z >, p c vo w —gym, m M 0 o o t6 o v U: O y O c m w Z O w co c c m m v io O v t ` c c ?a _ -. — eo a> ea E -o 0 LL U °° ca ¢ a U7 Z d z in O �' m Yo m6 c c c _� W Q U m a ® O Q ¢ (M a O Q c c m 5-5 V00 a E U O ►� 6 �- (V M Q r tV M v a O(1) Q Q Q m m f0 U U U 00.000 0 N CV N M d d O LL O CL CL d c m a O 0 0 c 0 U .Q a Q z O Q H U) D z Q z 0 a U w O V W n O a Q a Q cr Q o� -OQ NLO- coC O c N c t5 c ° U m ai OVa U LO 3 _U -0O L Q 3 O CL Q-2 ` I- 0-0 'd CO N L O = Q rL O OL O E �U U Co N cn '- c0 2 O tE N > c� O z O Cl. yO a) C 7 o _0 n ,n 0 F- 0 c a ►° ) OL CL o U .c 00 � i- O O O 0) `Nt > ai ° , cl- d O Co U o a c 00 O � R C U U) C ai UM) a) C oa m m Q U.-Xzo c O c`' 0 c a 'C -0 U) U >O^ cu N (6 N O•� c cu .cL U)°03�� U) Oc'a�iq@� Q �3api 0 0 �, m N = z c o� CU Off. 3oc:cu 0aa) c s �n O - CDU li O LQ�l'C Lo Cu L U "° a) O L CO Q a) Z O 3 r O` C Co � 7 CL L �, o c c0 LL U O O L C O_ o a) U N C Q O^ E p N (0 QL h U Ira Mn a° c OU aS � C c O o O U 0 E o Qy a o V ai o aUi of U .N a> c o ° as ` cE N O Q L Q? asp cc O U L C U w C U Q � a` c cn j cn L) =N 0-0 o cu -0 �a) :3Q .Q co a) co c = Q Q -cn o° Q Q cr Q sl 2 o� coC O c N c t5 U m � L U LO 3 L Q 3 I- 0-0 'd L O = Q O E �U U Co cn 2 cn tE > c� O cl• O Cl. yO a) C 7 o _0 n ,n 0 F- 0 c a °115- OL CL 00 _� o_ E O O 0) `Nt > ai ° , d O Co U o a c 00 O � R C U U) C ai UM) m O OL E Q U.-Xzo O O c 0) a) c� o U) U >O^ cu 3c o� N O•� c cu .cL U)°03�� U) Oc'a�iq@� m �3api O Q z CL h - o� CU Off. 3oc:cu 0aa) O n °caoi 3 O _ p— m o 'C -2m =cntna- SwF - CDU (u ° U) V-) Lo Cu L U "° a) O L CO Q Q m Q sl 2 o� c c 3 = Q O E tE > O M yO O c a °115- ° ca ^ 0) U z> d a Co U w .0 a) 3 co Q) O OL E Q U.-Xzo U c o z Z O Q oc o} o� O ° E O V-) N =cX-r O m U D -t-cn O �a o� �, O O °o '' c c0 LL U O O L C O_ o a) U Z J QO as v« O O^ E p p a° °�' w 0 E o z O Q) c 0o of a�°i o a- U cE N cc O U L C U n V (6 a =N 0-0 o cu -0 �a) :3Q c = 3 -cn o° -. ac 0� c' �° o a) co E > E C LL L� C E ° �_ a) oCL as > Q C > > > >p„ n O aEp 0 •5- ° C '= Q c Q) a) co M� U m } > mn cC ai a) _ 0 o i_ E C U) L�p o0 ai o Oo ani 3 a� n aci - n � a') ami Q o � `� `cn CL � o a) N N c o O rn O, 0;� O} } c o co � caE M to U a) U N 0 T co O (o O m C co U O L 0 Z W L 0 T 7 Q U L 0 a) (0 c (0 c 0 • mi z ►2 N U 0 G M U co a) O O m C (0 a) U O L r- 0 Z a) L O a) cc a) m C: E (0 'o C N a) t U C 00 O N (0 .0 m E a) N O) a) a) N O a) L U N a) M .o, A- C O W 3 O 2 co 0 a) L O a) N O a O a a) (`o N t0 E C a) E a) U (0 CL Q) cu L LO 0 O O O N co Q Q O LL O CL a EO C a) CL O a) O 0O O N c o a) U CD a aai cn io N CI. co N O -O — @ '� N > a) C O (0 � 0 C � O d > N 0 Q N m a a) > a) 2 v d a c 7 vN- 7 m U .0 N (0 a) CL coa 4) 0 a O m -C E N co N o z c '0 -0 cu a EEc N O L w 0 'v d U T U c L a IL �o F 7U 3 ca L U O O C N Q) U 7 N CO (A y p C C (0 L O L v N J 'O O O C O Q Ln O > O O 0 L ° a)a) O N O C N O a) U a 5 C -C L m c (n to L) 3 0 (0 0 OL -a aa) O C N c N -O O c07 U t0 'D i N O a r' O O c (0 U (0 Q E OU a Z C co c •N 01 C C (0 C C w (0 O a) C E c0 C EE N a) > o O Z a) cu m a) cr d m (n Cl. a) L a) a V cn a) C_ N E C a)— N c O io U) O X O w 76 avi aXi w w 2 i>> C d o m m N3: M m d m m U N 0 T co O (o O m C co U O L 0 Z W L 0 T 7 Q U L 0 a) (0 c (0 c 0 • mi z ►2 N U 0 G M U co a) O O m C (0 a) U O L r- 0 Z a) L O a) cc a) m C: E (0 'o C N a) t U C 00 O N (0 .0 m E a) N O) a) a) N O a) L U N a) M .o, A- C O W 3 O 2 co 0 a) L O a) N O a O a a) (`o N t0 E C a) E a) U (0 CL Q) cu L LO 0 O O O N co Q Q O LL O CL a EO C a) CL O a) O 0O O N c o a) U CD a aai cn .— N uj uj LU N 7j a) a) L C Q v N O i 1 ►E LO uj Cl' a) U O a) O Mo C a) L 3 N m L m C C N O m N C O 7 O) a) a) L fo U CL CL co co L 3 U. 17 LL io c O U c a) E Q) XZ - in a) U co CL U) m c Y co d c co m 561 ca E N a) U co 0- U) U) Q) .E- CL a CL N U c co ON cn Q) T5 Q T Q) O O O N M Q Q E O LL m O Q a 2 yr N -- U) r co a) L U C O L a Q) U O tOn Z a) is N i O a) � O C o � O N ZZ O N U O x W L a Z (o C co (!) O U co a) UO O X .E a hU CD 0 , .3 cco a a) (n a) U) "O f6 a) O N O E u0i a =CU co J a ai 3� 'D i 3 .— N uj uj LU N 7j a) a) L C Q v N O i 1 ►E LO uj Cl' a) U O a) O Mo C a) L 3 N m L m C C N O m N C O 7 O) a) a) L fo U CL CL co co L 3 U. 17 LL io c O U c a) E Q) XZ - in a) U co CL U) m c Y co d c co m 561 ca E N a) U co 0- U) U) Q) .E- CL a CL N U c co ON cn Q) T5 Q T Q) O O O N M Q Q E O LL m O Q a 2 A-1 PLAN LP -2 LP -3 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA RpcF: jvFD JUN 5 2020 %Wn of Gulf Stream, FL DRAWING INDEX I CODE RESEARCH I LOCATION MAP I PROPOSED PROJECT: SINGLE FAMILY -RESIDENTIAL GROUP R -1 -AA GOVERNING CODE: FBC 6th EDITION (2017), FFPC 6th EDITION (2017), NFPA 1 UFC FLORIDA 2015 EDITION, NFPA 101 LSC FLORIDA 2018 EDITION ROOF HEIGHT: 29'-2" TO ROOF RIDGE (21-0" TO MEAN ROOF HEIGHT) TYPE OF CONSTRUCTION: TYPE V UNSPRINKLERED BUILDING DESIGNED: ENCLOSED WIND SPEED: 170 MPH ULTIMATE WIND SPEED EXPOSURE: C ZONING DISTRICT: GULF STREAM CORE DISTRICT FLOOD ZONE: ZONE AE (6.00 FEET N.A.V.D.) DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C O SEC. R301.2.1.4.3 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 21'-0" O ASCE 7-10 CHAPTER 26 BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) L] > 60 FT. (ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS PARTIALLY ENCLOSED OENCLOSED 70PEN ❑ TESTED (VIAND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/OCCUPANCY, REFER TO 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-10 CHAPTER 26) 1.D BASIC WIND VELOCITY PRESSURES'. 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN NAND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE. 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE NAND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS OYES F7 NO (IF NO, INDICATE REASON) OWNER ALEX & FRANCESCA LEWIS 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA 33483 TELEPHONE: 1-843-576-9792 ARCHITECT RICHARD JONES ARCHITECTURE 10 S. E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 r w SITE LOCATION CIVIL ENGINEER I LAND SURVEYOR ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 STRUCTURAL ENGINEERING PLUS 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 TELEPHONE: 561-756 4106 O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 RICHARD JONES ■ ARCHITECTURE 10 S.E. FIRST AN EN1 E I SUITE 1 DFL.RAI' BEACK FLORIDA l21 V 561.274.'IM F 561,274,91 AA26001617 I IB26001056 FDA PROVIDED: REQUIRED SETBACKS: FRONT SETBACK = 30'-0" FRONT SETBACK (WEST) = 34'-3" REAR SETBACK = 50'-0" REAR SETBACK (EAST) = 66'-8" SIDE SETBACKS = 15'-0" SIDE SETBACK (NORTH) = 15'-0" (MIN. 30% OF LOT WIDTH) SIDE SETBACK (SOUTH) = 15'4" DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C O SEC. R301.2.1.4.3 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 21'-0" O ASCE 7-10 CHAPTER 26 BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) L] > 60 FT. (ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS PARTIALLY ENCLOSED OENCLOSED 70PEN ❑ TESTED (VIAND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/OCCUPANCY, REFER TO 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-10 CHAPTER 26) 1.D BASIC WIND VELOCITY PRESSURES'. 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN NAND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE. 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE NAND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS OYES F7 NO (IF NO, INDICATE REASON) OWNER ALEX & FRANCESCA LEWIS 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA 33483 TELEPHONE: 1-843-576-9792 ARCHITECT RICHARD JONES ARCHITECTURE 10 S. E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 r w SITE LOCATION CIVIL ENGINEER I LAND SURVEYOR ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 STRUCTURAL ENGINEERING PLUS 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 TELEPHONE: 561-756 4106 O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 RICHARD JONES ■ ARCHITECTURE 10 S.E. FIRST AN EN1 E I SUITE 1 DFL.RAI' BEACK FLORIDA l21 V 561.274.'IM F 561,274,91 AA26001617 I IB26001056 FDA ENSURE J MAJESTIC VIEWS 2C 4711 CYPRESS DRIVE SOUTH BOYNTON BEACH, FL 33436 AA26001617 1 IR26001056 TELEPHONE: 561-752-9835 COMMISSION 9 20-003 DESIGNER'. RJ DRAWNBY: Gel/JH/W/RB PLAN REVIEW: RJ SUBMITTALS'. GULFSTREAM 06.04.20 ARPB SUBMITTAL ` REVISIONS'. LANDSCAPE COVER MAJESTIC VIEWS SHEET 4711 CYPRESS DRIVE SOUTH BOYNTON BEACH, FL 33436 TELEPHONE: 561-752-9835 CV FpAL NAL i WASTER 2CM __—_—_—_ OLD — _ — _ — SCHOOL P A V E D _ ROAD _________ FML Na CSO' AgP1H� :l In�TNEBS LYR`Ut) ` — _ _ _ — _ ____�___—_—___ �/�Y TLP NIL AIL ON( ElEVAT01+16.1 aj +LAI.p to CAArrO CONCRETE ® � WATER ASH �� PIX'E VALYE LO SET ILT S_ y�F� �y W VOE �!H coq R NOTSET i $ OWN .P. +29 RI +So 9' +Sz W +31 CAP OVER LP CAS IAN( +21 T Q J 27 B.' +27 CONCRETE DRIVE I CLI IXA/J LNf I t6' 24.5' L O T 8 I GARAGE a BLOCK 3 I 0 J 0 /5TA1XM' TAT) +�Uj wy� tlC x O i TILE +1J LS6' +1 y¢y¢II� PLANTER 230' S T E P S� FLAWER in� y ¢g 93' b' 0 BT 92' l FLate + a I +2.7 +27 FMO NA SO M)PTH fEME — — rINTNE55 La3ER) ON LAE + 1 STORY BUILDING #5 J0 CIO*NED Lt]`. TE PAW m iG WALL W1M . Cp�OiE/E PIXK xO, +31 3@ CpLREiE P00. DEG( q$ 2a P 0 0 L CCMOZTE POOL LCD( PLATTED ELLIOfAD LAE+28 CON TE 0,0 'W N) FAUX W000 OOCI( CORZR HOT FALLSh WA C 0 ✓ E (FRVATE) iE Hyyl� JUN 5 2020 Town of Gulf Street F 1 LEGEND. = CENTERLAE NO. = NAL & DISK #LB 353 Wk = WATER AFTER CO. = SANTARY SEWER CLEAN OUT GEN = CONCRETE LEAERATOR PAD T.P. = CONCRETE TRANS`OBAfR PAD FH = FRE HYDRANT - OVERHEAD UTILITY LINES FLOOD ZONE: A£ (EL 6J COMMUNITY PANEL NO.: 125102 0981 MAP NO.: 12099CO981F SUFFIX: F EFFECTIVE DATE: OCTOBER 5, 2017 ALL DIMENSIONS SHOWN BASED ON STANDARD U.S. FOOT THIS SURVEY MEETS THE CLOSURE OF I FOOT PER 10,000 FEET AS REQUIRED FOR COMMERCIAL HIGH RISK PROPERTY THIS SURVEY HAS ACHIEVED A MINIMUM LEVEL OF CLOSURE OF I FOOT IN 10,000 FEET AS REQUIRED FOR COMMERCIAL/1111 RISK PROPERTY CLOSURE WAS CHIEVEO BASED ON A REDUNDANCY OF WAS FOR VERTICAL HORIZONTAL AND ANGULAR DIMENSIONS. NO TITLE WAS REVIEWED OR SEARCH OF THE PUBLIC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SUBJECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UNDERGROUND FOOTER DESCRIPTION.• LOT A BLOCK 3, FLAT NO.. 1 POLO FIELDS ACCOPOYJG TO TRE PLAT TIEWOF AS RECORDED M PLAT BOOK 26, PAGE 13 ACLLGVE, PU9LIC RECORDS OF PALM SEACH COUNTY. FLORDA. MAP OF BOUNDARY SURVEY SITE ADO%M530 OLD S01M ROAD GU.F STREAM FLORpA 33483 PARCEL CQVTRa RI1 20 -Ai -48 -OJ -O3-003_4080 I HEREBY CERTIFY MAT MS "VEY WAS W DE ULER - RESPONME CHARGE AAD ICETS TIE 5NAVAROS OF PRACTICE AS SET FORM BY THE FLORIDA BOARD OF PROFE'S90N L SWVEYORS ANT d CHAPTER 5J 17. FLORLA ADYWSTRATIW COOS, PVWANT TO SECTION 472.72.0027,, FFLLD�RI'�A(A STTAAATUTES.�j��[//'//l PAUL D. ENGL£ L> TTA rumor SURVEYOR & MAPPER #5708 LKEHBED swvErcw Aw u�aea. 9 F — — — — — I L OLD SCHOOL ROAD 30.00 RIGHT OF WAY WATER ■n//!■rn n!" ' ,Anlrlr3_Itl,rnnrnA' l.PPl9/:.rA/ I/,rr,r,p/nr/,/f Ir/..�......■ r■rrrr■rr■/rr■.... \■■/■n rrr■/rrrrr■rl nuu:i ■nouuur �irrrrrrr■i■1.6ma. 0 oour000un 'Nrnrrnnnr .. - ............. ..■ 'Nrrrrr/nrrr o -.n000ur - uool 1 ■Y■! Gnr■rl ■1:�:■�:r::r� 0 owls 'ynor, nnnn■rr/r ourur000nr rr■■nnunr_ol f ■U Or rrnuurn. /■■■■unuurun lrnnnr ■nr. rr■■n■■■nnr_rrl v■■rr■ri■rrn� ��nnr■■n■■r■■rr■r ■11■nnnnrnr.- rlrn■■■rr■ a 0 11 Irl ■lnnrnn,■r„r............................rrlrnr■■rnr■nnn■rr 1■n1/rr■■■■■rrrrrnrnrllr■n on gas ■rl uuuouuu�rr�u,n■orirouuovunnuu1. 1onnuro/ nr � \■■/■n rrr■/rrrrr■rl nuu:i ■nouuur �irrrrrrr■i■1.6ma. 0 oour000un 'Nrnrrnnnr .. - ............. ..■ 'Nrrrrr/nrrr o -.n000ur - uool LOT' p I BLOCK 3 " -JJ .,.w►,,. RICHARD JONES ■ ■ ouuuno■ nr f ■U u � ARCHITECTURE 10 B.E. PRUSi AVENUE I flNTE 102 DELRAY BEACH, FLORBSA 33- V 561.274.9186 F 561,274.91% �I AA26001617 IB26001056 WWW.RJARCwreCTURE.COM U u Ir �i nn �r Q 3 O� �� �I�i�—''�•' x� U- Q (=1� �l i•: Oo ilr�rl c)w k iii Q %•I o w v U LOT' p I BLOCK 3 " -JJ .,.w►,,. RAISED BULKHEAD-f FERTOCML- ENGINEERING TTED BULKHEAD t ar:irrrr■r■ nnr■ ■ ■ ■ ■rr■■�rr�� nrnnouuirrn nnnn I� rnurouun, o,r1=n 1rn//rNrlln.r rrllrr ,I LOT 7 BLOCK 3 PROPOSED DOCK 4 ib, NE 100.00 - 4 POOL y OiNEwS —Al - \ 3D -03a -r COVE (PRIVATE) Site Plan Scale: 1"=10' ly,eciF7 vp AIN 5 1020 r®Wn Of Gulf St,,,,, F( RICHARD JONES ■ ■ a 2 a ■U ARCHITECTURE 10 B.E. PRUSi AVENUE I flNTE 102 DELRAY BEACH, FLORBSA 33- V 561.274.9186 F 561,274.91% 2 U d U AA26001617 IB26001056 WWW.RJARCwreCTURE.COM U u Ir �i nn �r Q 3 O� x� U- Q Oo c)w k Q %•I o w v U ---------------- Inruruor �ouorurl ■■nrnnNrn/■nrrrrrl Ilrr■r■■r�:'1'L'LL'ilnrn/rr ruuDrraaaiar..^.no■r.�_�...��� .-�_--�_-- ronunrouuonoro.uuuoouuon /rnrrnrNlrn■nn■rr■rr■/■rr■nnn■rlirrnl Duro.. Irrrrr■r■■11■■■■„/rrrrrrr■■■■rrrr■■■■,r11r,,,1 oounrunrnnnnuun/nor . �r■I aril a "as anus a:as a.�: a::ll� III a::$ RAISED BULKHEAD-f FERTOCML- ENGINEERING TTED BULKHEAD t ar:irrrr■r■ nnr■ ■ ■ ■ ■rr■■�rr�� nrnnouuirrn nnnn I� rnurouun, o,r1=n 1rn//rNrlln.r rrllrr ,I LOT 7 BLOCK 3 PROPOSED DOCK 4 ib, NE 100.00 - 4 POOL y OiNEwS —Al - \ 3D -03a -r COVE (PRIVATE) Site Plan Scale: 1"=10' ly,eciF7 vp AIN 5 1020 r®Wn Of Gulf St,,,,, F( LEGAL DESCRIPTION LOT B, BLOCK 3, PIAT N0.1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED 4 IN PLAT BOOK 28, PAGE 13. INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA -RSC PL L ENSURE FLOOD .00' K FLOOD ZONE -ZONE AE (8NAVD) W w ADDITIONAL SITE DATA 0 SITE LOCATION GULF STREAM CORE DISTRICT t MCHITECTURALSTYLE COLONIALWESTINDIEB f ��A 00 LOTCOVERAGE 3,715115,578.23.85% K AA26001617 PERVIOUSAREA 7.137/15.37880.Ff •47.7% I IB26001056 IMPERVIOUS AREA B,13B 115,576SO.FT•5225% COMMISSION # 20-003 �^ DESIGNER: RJ a SETBACKS DRAWN BY: GBJ/JN/RJ/RB PLAN REVIEW: RJ i SETBACKS REpUIRED PRONGED W SUBMITTALS: FRONT SETBACK 3a GULFSTREAM 06.04.20 x REAR SETBACK 5047 88'-0' ARPB SUBMITTAL SIDE SETBACK 15'-0' (MIN. DIT OF LOT WIDTH) 1812 BIDE ND FLOOR SETBACK ADDITIONAL REQUIRED 25'A EAST l2T4i'WEBT MAXIMUM HT. 30 TO RIDGE 29-r TOWN OF GULF STREAM GROSS LOT AREA 18.0011SO.FT.10,387 ACRES I 1 EFFECTIVE LOT AREA 15,576 SQ.”. 10.337 ACRES FAR CALCULAMN EXISTING DEMO NEW NET I ST FLOOR LIVING 0SO.FT 0SO.FT 2,73480." 2,734 SO." REVISIONS: CEILING OVER I T(DOUBLE) aSO.FT 0SQ.FT 163 SO.FT IWSO.FT _ 2ND FLOOR LIVING 1,382/3.799 MA% 0SQ.FT 08O.FT 1,306 SOFT 1,30680,17 IST FLOOR COVE RED (PORCHES, OVERHANGS. 21127 090.FT OSp.FT 9839p.Ff 3828G.FT 21,10 FLOOR COVERED 0SO.FT DSO.82 SQ.FT B2 SO." n AWNINGS.TANDSCREEN 0SO." 0SO.FT 080.FT 080.FT ENCLOSURE (AT 50%) GARAGE OSQ.FT OSC i 599 SQ.FT SBBSO,FT F OUTBUILDING 0SI.FT 0SO.FT 0SO.FT 0SG.FT FLOOR AR EA - PROPOSED DSO." 0SCI 5.288 S0.FT 51288 SQ -FT FIRST 20.000x.33 3,1158p.F7 SITE PLAN OVER 20,000 x.20 060.FT � � 2 ADDITIONAL LOGGIA AREA SPECIAL EXEMFT N 33% OF 48480 FT. LOGGIA• 153 S0.FT 153SQ.FT ` TOTAL ALLOWABLE FAR PER MANUAL W 5,283 SOFT SPECIAL EXEMPTION OF IN SO. R. TOTAL HARDSCAPE AREA BASS SQ.FT 1 REQUIRED LANDSCAPE AREA a=SO.FT C {-+_ (LOT SIZE . 40%) S 1 C ACTUAL %LANDSCAPE AREA 7,N780.PT � RICHARD JONES ■ ■ a 2 a ■U ARCHITECTURE 10 B.E. PRUSi AVENUE I flNTE 102 DELRAY BEACH, FLORBSA 33- V 561.274.9186 F 561,274.91% 2 U d U AA26001617 IB26001056 WWW.RJARCwreCTURE.COM U u Ir �i nn �r Q 3 O� x� U- Q Oo c)w k Q %•I o w v U LEGAL DESCRIPTION LOT B, BLOCK 3, PIAT N0.1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED 4 IN PLAT BOOK 28, PAGE 13. INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA -RSC PL L ENSURE FLOOD .00' K FLOOD ZONE -ZONE AE (8NAVD) W w ADDITIONAL SITE DATA 0 SITE LOCATION GULF STREAM CORE DISTRICT t MCHITECTURALSTYLE COLONIALWESTINDIEB f ��A 00 LOTCOVERAGE 3,715115,578.23.85% K AA26001617 PERVIOUSAREA 7.137/15.37880.Ff •47.7% I IB26001056 IMPERVIOUS AREA B,13B 115,576SO.FT•5225% COMMISSION # 20-003 �^ DESIGNER: RJ a SETBACKS DRAWN BY: GBJ/JN/RJ/RB PLAN REVIEW: RJ i SETBACKS REpUIRED PRONGED W SUBMITTALS: FRONT SETBACK 3a GULFSTREAM 06.04.20 x REAR SETBACK 5047 88'-0' ARPB SUBMITTAL SIDE SETBACK 15'-0' (MIN. DIT OF LOT WIDTH) 1812 BIDE ND FLOOR SETBACK ADDITIONAL REQUIRED 25'A EAST l2T4i'WEBT MAXIMUM HT. 30 TO RIDGE 29-r TOWN OF GULF STREAM GROSS LOT AREA 18.0011SO.FT.10,387 ACRES I 1 EFFECTIVE LOT AREA 15,576 SQ.”. 10.337 ACRES FAR CALCULAMN EXISTING DEMO NEW NET I ST FLOOR LIVING 0SO.FT 0SO.FT 2,73480." 2,734 SO." REVISIONS: CEILING OVER I T(DOUBLE) aSO.FT 0SQ.FT 163 SO.FT IWSO.FT _ 2ND FLOOR LIVING 1,382/3.799 MA% 0SQ.FT 08O.FT 1,306 SOFT 1,30680,17 IST FLOOR COVE RED (PORCHES, OVERHANGS. 21127 090.FT OSp.FT 9839p.Ff 3828G.FT 21,10 FLOOR COVERED 0SO.FT DSO.82 SQ.FT B2 SO." n AWNINGS.TANDSCREEN 0SO." 0SO.FT 080.FT 080.FT ENCLOSURE (AT 50%) GARAGE OSQ.FT OSC i 599 SQ.FT SBBSO,FT F OUTBUILDING 0SI.FT 0SO.FT 0SO.FT 0SG.FT FLOOR AR EA - PROPOSED DSO." 0SCI 5.288 S0.FT 51288 SQ -FT FIRST 20.000x.33 3,1158p.F7 SITE PLAN OVER 20,000 x.20 060.FT � � 2 ADDITIONAL LOGGIA AREA SPECIAL EXEMFT N 33% OF 48480 FT. LOGGIA• 153 S0.FT 153SQ.FT ` TOTAL ALLOWABLE FAR PER MANUAL W 5,283 SOFT SPECIAL EXEMPTION OF IN SO. R. TOTAL HARDSCAPE AREA BASS SQ.FT 1 REQUIRED LANDSCAPE AREA a=SO.FT C {-+_ (LOT SIZE . 40%) S 1 C ACTUAL %LANDSCAPE AREA 7,N780.PT � 0 0 0 Second Floor Plan SCALE: 114"=1'-0" ' L Q F — — Roof Plan SCALE: 1/4"=1'-0" u East Elevation SCALE: 1/4"=1'-0" T.O. RIDGE -k T.O. RIDGE -Jk Mi 4•: ! -cripl�P West Elevation K G 'JUN ln SCALE: 1/4"=1'-0"L. Town of G11if Mfr ELEVATION NOTES 'ILE W/ MITERED EDGES AND RIDGES J I LIGHT FIXTURE ASE �K MOOTH STUCCO BAND AT WANDOW AND DOOR HEAD AND SILL L RETE COLUMN WITH CHAMFERED 1" PROUD BASE HATH SMOOTH STUCCO FINISH G (STUCCO) M EOVER ALUMINUM RAILING OF TERRACE WALL N ONRY PIER WITH CHAMFERED 1" PROUD BASE WITH SMOOTH STUCCO FINISH P ATES c cw 11Tcoc IOI ALUMINUM ARBOR 3.( 345sf x 6"d SWALE .7 'DS 5.00 ,1-85 _... C H 190 L __. .. 11 D _. MATCH EXIST S.Q� MATCH EXIST INSTALL EL = 1-1.75 +1.7z EL = 1-1.5-1.7 NEW L.S. BASINA ® 1N ®CATCH BASIN s.so � a>g 6.00 236sfx fi'd 0 5.50 �. .�. .�. .i WALE rn Hg �I-II� I��I ' + a N.M. Jif 3.00 o O v 16.5 +3.2 AP OVER LP GAS TANK -�� DIRECTION OF FLOW LL +3.0 +3.2 f EXISTING ELEVATION 0 4,A"1 �I 3:00 DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE 3.00 RETAINING WALL LANDSCAPE PLANS FOR PATTERN BY OTHERS - 3.00 3.00 I C.O. 50 + .5 POOL DECK GRADING & 3.0 3.00 (325)- 25 DRAINAGE BY OTHERS _ v 1,047Sf x 6"d S ALE I +3.0 FF EL = 7.0' NAVD L 0 T 8 B L O C K 3 sso ' LOGGIA OVER CMU PIERS - REFER S.Q� TO LA DWG'S 5.00 0 6.37 LEGEND: 5.87 s.so � a>g 6.00 I 0 5.50 �jo3 -- dd rn Hg �I-II� I��I ' + a TRENCH/DECO DRAIN BY OTHERS Jif o O v 16.5 I" -�� DIRECTION OF FLOW LL f EXISTING ELEVATION 0 4,A"1 �I DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE 5I RETAINING WALL LANDSCAPE PLANS FOR PATTERN BY OTHERS - TOP EL = 5.0 D4 13. C.O. SANITARY SEWER CLEANOUT + .5 POOL DECK GRADING & - DRAINAGE BY OTHERS _ o0 - CONCEPTUAL SHOWN EL = 1-3.5 v 1,047Sf x 6"d S ALE I +3.0 FF EL = 7.0' NAVD L 0 T 8 B L O C K 3 RN +2.7 +3.24 s.Qo 4.sa - 2. ----.-- 2"68-- --- --- NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS EXIST BULKHEAD TO BE RAISED 24 - BY OTHERS +3.26 2.5 CAR GARAGE � .- sso ' LOGGIA OVER CMU PIERS - REFER S.Q� TO LA DWG'S 6.5 NAVD 0 6.37 LEGEND: 5.87 s.so � 0 6.00 0 5.50 -- 5.00 +3.2 �I-II� I��I ' = z TRENCH/DECO DRAIN BY OTHERS Jif - RIM EL = 3.4 RN +2.7 +3.24 s.Qo 4.sa - 2. ----.-- 2"68-- --- --- NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS EXIST BULKHEAD TO BE RAISED 24 - BY OTHERS +3.26 2.5 CAR GARAGE � .- sso DECORATIVE PLANTERS N. T. S. 14z OVER CMU PIERS - REFER S.Q� TO LA DWG'S M +1.53 1213.42' - s _ WATER r VALVE LOCATE IAND +2s CONNECt TO EXIST FN 1 3.00 126sf >E 6"d SWALEI 2.5 I I 0 NOTE: SEE LANDSCAPE PLANS FOR BRICK PAVER PATTERNS I I I I 3.50 I I RETAINING WALL BY OTHERS I TOP EL = 4.0 4.00 TWO 6" �TEPS BY OTHERS SEE ARCHITEdTURAL PLANS I I 5.00 I I f moa I cq m I Y 03� 1 I -O 1 00 6 a w R I JJ -.I DO I16 W N I � I 3.8 I I � I � � I 4 I 6" POP UP EMIITERI RIM EL 2.5 no a RETAINING WALL BY OTHERS 1 TOP EL = 5.0 1,124sf Ix 6"d SWALE I I I I I 1 I I I I I 6 I I NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. +3.09 5.00 - LATIED BUU(R UN PROPO6Ep DOOR C 0 V E (PRIVATE) -41 Site LOCATION MAP CNI. N. T. S. 14z LEGEND: PROPERTY NE A SECTION IDENTIFIER = z 1 1 PLAN PAGE DETAIL PAGE v 16.5 PROPOSED ELEVATION -�� DIRECTION OF FLOW LL f EXISTING ELEVATION 0 4,A"1 DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS D4 EXISTING GATE VALVE C.O. SANITARY SEWER CLEANOUT DRAINAGE CALCULATIONS SINGLE FAMILY RESIDENCE - 530 OLA SCHOOL RD- Job #20024 WATER QUALITY VOLUME: BASED ON F.A.C. CWPTER62-302 & SFWMD BASIS OF REVIEW TOTAL SITE AREA .. sf Na m eulxn®a Il..) ROOF AREA sf WATER SURFACE AREA sf PERMEABLE PAVER AREA 'sf WATER QUALITY SITE AREA 11230 sf fra•I sae.amwnare. road WATER QUALITY IMPERVIOUS AREA - sf (w.o. sa. a=•-a•�as) 500/ PERMEABLE PAVER CREDIT sf WATER QUALITY PERVIOUS AREA 6920 sf M.O. sn• Pres- ImP•n:•u) WATER QUALITY % IMPERVIOUS 38.4 % (I-.- r w a. sa• A-) REQUIRED STORAGE VOLUME: WET DETENTION VOLUME = 1" OVER TOTAL SITE AREA OR 2.5" OVER IMPERVIOUS AREA. (IF SITE IS OVER 40% IMPERVIOUS, USE 2.5" OVER IMPERVIOUS) COMPUTE 1" OVER TOTAL SITE AREA: Im * 15500 = 1292 cf -3 COMPUTE 2.5" OVER % IMPERVIOUS AREA: 2.51n " 0.38' 15500 = 1239 cf PER SFWMD SWERP APPLICANTS HANDBOOK VOLUME II, 4 2 PROVIDE 50% STORAGE FOR RETENTION WATER QUALITY VOLUME= 1292 0.5 = 646 cf REQUIRED VOLUME: V = 646 cf = 0.18 Ac -In PROVIDED VOLUME: V z aan•r20x (,.a. ale• _ ,n OA20 Ac-I.Pn JUN 5 2020 Town of Gulf Stream, FL SCALE: 1" = 10' c CALL 48 HOURS BEFORE YOU DIG. -s o 10 zo IT'S THE LAW 5 15 {� 1-800-432-4770 Know what's below ® COPYRIGHT 2020 BY MDED FOR IN ORM ASSOCIATES, INC. THIS DRAWING 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY, Call before OU dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. UNLESS S!EDAND SEALED BY A IGN ASS=T PROFEs ..DNA y p ENGINEER REPRESENTNG ENNROOESIGN ASSOCIATES, INC. a z Q ow >3 krc W� G� O W a wU O� 9 W o w a Q x W w � Q ��- 0 LnC.� rn E- F F ao"D .4 a Mr O o9= Cg Uzo !T y 4 o f x ..22 -,4 -2 QTTzomw Oa W c0) zao Lx p 0'. 20 z - O> W wPa -n • ¢Q �N r44 0 W � IP a DRAWN: H.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB N0. 20024 -ENG SHEET NO. 1 OF 3 PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE FOOT LATEST STANDARDS. 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO AASHTO T-180. ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST METHOD "C" OF AASHTO T-180 SPECIFICATIONS. 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. THE SHELLROCK SHALLHAVE A MINIMUM OF 40% CARBONATES OF CALCIUM AND MAGNESIUM IN THE MATERIAL. 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR PARKING AREA, THEY PALL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH. GRANULAR MATERIAL. 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 8. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. 9. PRIME COAT SHALL BE IN ACCORDANCE HATH SECTION 300 OF THE FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT SHALL BE RC -70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES. 10. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE ENGINEER. IL ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION 334 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS. 12. ALL CONCRETE SHALL DEVELOP 2500 p -i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 p. i. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH. 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY OF DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC DEPARTMENT TYPICAL T -P-17. WHERE APPLICABLE. 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION AND COMPACTION OF THE SUBGRADE 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS. LATEST EDITION. AND PBC STANDARDS LATEST EDITION, WHERE APPLICABLE. 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. 17. GRADES SHOWN ARE FINISHED GRADES. 18, EXISTING ROAD CROWN ELEVATION EL. 1.84' N.A.V.D. 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS OF CLASS III OF ASTM C-76 AND WITH THE FOOT SPECIFICATIONS, LATEST EDITION. THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE AS PAVING SHALL DEVELOP 3000 p. i. (MINIMUM) 26 DAYS COMPRESSIVE STRENGTH. ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE THE LOCAL UTILITY. OWNER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTIUTES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING CONSTRUCTON AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. 5. ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 7.0' (WHICH IS ABOVE THE 100 -YEAR FREQUENCY STORM). 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE APPROPRIATE GOVERNING AGENCIES. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING WITH ALL PERMIT(S) CONDITIONS. 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 10. ALL CONCRETE SHALL DEVELOP 2500 p-1. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERENOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE GENERAL PUBLIC. 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE WITH SEC. 8.24.E.5.i 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED PERMITS. 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED.). 20. LANE CLOSURES WITHIN THE FDOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS, MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT DESIGN STANDARDS (LATEST ED.) 21. SITE INFORMATION BASED ON A SURVEY PREPARED BY: O'BRIEN, SUITER', & O'BRIEN DITCH WIDTH (W) 4 4 SURFACE RESTORATION SAWCUT t2' -y FINISHED (TM.) I SURFACE SURFACE JOINT REFER TO PAVEMENT 12' DITCH 12"1 REPLACEMENT BASE JOINT DETAIL RT 7.1 (W) TO 98% MAXIMUM TWE S -I OR S -III ASPHALTIC CONC. DENSITY PER AASHTO T-180 (MAX. SEE TYPICAL BACKFILL DETAIL UFT THICKNESS = 6'). JUN 5 2020 GU 2.1 FOR COMPACTION DIA. VARIES MIN. 100 P.S.I. MAY BE USED IN LEU OF 12' BASE. REQUIREMENTS. TRAFFIC FLOW. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 1._O,�VARIES I-1•-0" 1. REPLACEMENT BASE TO BE AT MIN. 12' THICK. 4. ALL DISTURBED PAVEMENT MARKINGS SHALL BE RESTORED IN ACCORDANCE WITH CITY STANDARDS. 2a. BASE MATERIAL SHALL BE PLACED IN TWO LIFTS AND EACH UFT S. SURFACE MATERIAL SHALL BE F.D.M.COMPACTED TO 98% MAXIMUM TWE S -I OR S -III ASPHALTIC CONC. DENSITY PER AASHTO T-180 (MAX. (MIN. THICKNESS 1 1/2'). UFT THICKNESS = 6'). JUN 5 2020 2b. 12' EXCAVATABLE FLOWABLE FILL 6, ANY PAVT. CUTS SHALL BE COU) MIN. 100 P.S.I. MAY BE USED IN LEU OF 12' BASE. PATCHED AT END OF EACH WORKING DAY TO FACILITATE UNHINDERED TRAFFIC FLOW. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. PAVEMENT REPAIR DETAIL GU 1.1 MATCH EXISTING DRIVEWAY WIDTH OR 12• MIN. WHICHEVER IS GREA 24• MAX. WIDTH (2 -WAY) UNLESS OTHERWISE SHOWN ON PLANS PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY EXISTING GROUND 7Max REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIRCATIONS.(SEE NOTE 5 BELOW) 6" MAX. SIZE 18' MAX. UFT. GRANULAR BACKFILL PLACED AND COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 7/8' MAX. AGGREGATE SIZE 6' MAX. UFT. BEDDING MATERIAL COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180. NOTES: 1. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK. DEBRIS AND LARGE ROCKS SHALL BE REMOVED: BEDDING MATERIAL AND BACKFILL CONSISTING OF WASHED AND GRADED UMEROCK 3/8' -7/8' SIZING. 2. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ENTRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK, AND DEBRIS. 5. COMPACT BACKFILL TO 96% DENSITY UNDER PAVEMENT AND TO 95% DENSITY ELSEWHERE.(AASHTO T-180) 6. COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING BACKFILL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS PROCEDURE, FOR WHATEVER REASONS. SHALL BE REQUIRED TO RE -EXCAVATE THE AREA IN QUESTION, DOWN TO THE BEDDING MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. TYPICAL BACKFILL DETAIL GU 2.1 CONCRETE PAVER MENTI COLLAR SHOULD EXTEND UNDER ONE FULL I-1/2' �J: WIDTH OF BRICK SA D BEDDING 12' COMPACTED SUBGRADE 4" UMEROCK BASE COMPACTED TO 98% PER TO 98% PER AASHTO T-180 OUTSIDE RIGHT OF WAY. AASHTO T-180 6' UMEROCK BASE COMPACTED TO 98% PER AASHTO T-180 INSIDE RIGHT OF WAY. 4' FLOW -ABLE FILL (100 P.S.I. MIN.) SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 , QEr F11n: JUN 5 2020 Town of Gulf Stream, FL CALL 48 HOURS BEFORE YOU DIG. • IT'S THE LAW 1-800-432-4770 0 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's below. m COPYRIGHT 2020 BY ENVIRODESIGN ASSOCIATES. INC. J THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, you dig. Call before UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL y 9 ENGINEER REPRESENTING ENMRODESICN ASSOCIATES, INC. o S �4 'oa �w o� 0 W El C) In4 O W a 1"1 W W Q W Z G' O d Q 0 AW C�IaW R= E- � Q C7 cn O � as co n V) z m m F Mr Uj NnN O �aN C g V NIDE o m2B oWP E. QO ja W N` has R p o � amo W �m I V � N a a W m z o a I DRAWN: B.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB NO. 20024-DTL SHEET NO. %20F3 Y I- U 00 J J m TEMPORARY -INLET- PROTECTION (TYP) 01-DT] C I "I (+ — PE 0 1 L R 0—A D — CONSTRUCTION ENTRANCE G 5K LOCATION TO BE DETERMINED BY CONTRACTOR AS NEEDED TEMPORARY SILT — FENCING (TYPICAL) D L 0 T 8 B L 0 C K 3 !non DDD Dun F[17] i L]FENCING MPORARY SILT (TYPICAL) t---------------- ❑■ 70 WA ER (VALVE I I I I I I I I I I I I I I I i I I I r M YS I I I I 1 I I I I I I I I I I I I I I i I I I I I I I ,- 1213.42' - INLET FILTER INSTALLATION `MTHOUT FRAME AND GRATE WIRESUPPORT - MOULD 6A6', 5/5 GA. 49 //100 SO. FT. WELD WIRE SUPPORT. EXTEND 6' MIN. AT SIDES ILTER FABRIC AND GRATE NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING, A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT ME INLET THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WALL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. MESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND ME CURB. ME CURB CUTS SHALL BE REPAIRED MEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 STEEL EXTRA STRENGTH FILTER FABRIC WOOD NEEDED WITHOUT WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A6 -INCH (MAX.) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS FLOW FLOW 11, NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM) 2. ME FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET 0.8 M). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG ME UNE OF POSTS AND UPSLOPE FROM ME BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE PSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. ME FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND ME SOIL COMPACTED OVER ME FILTER FABRIC. 8. ALL PROJECTS REOUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FDOT AGGREGATE NO.1). AT LEAST 6-I1NCHES THINK. IT MUST EXTEND TO ME WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C I. ME INTENT OF EROSION CONTROL MEASURES INDICATED GRAPHICALLY ON PLANS IS TO PROIDE A BMRIER TO CDNTAN SILT AND SEDIMENT ON TIE PROJER SIZE. THIS REPRESENTATION IS PROMDED FOR ME CONVENIENCE OF TIE CONTRACTOR. TIE TEST OF EROSION CONTROL EFFECTIVENESS IS NOT TO BE DETERMINED BT ADHERENCE TO TIE REPRESENT SET FORM ON TIE DRAMNGS AND SPECIFlCATONS, BUT BY MEETNG ME REWLATIMS SET FORM BY ME AUTHORITY HAVING JURSNCTON - WATER OUAIJTY CONTROL AID OBER SEDIMENTATION RESTMCTON REQUIREMENTS IN THE REGION. 2. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING, EXCAVATOM. FLU G. OR OMER LAID DISTURBANCE ACTMTES. EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES J. INSPECTION OF ALL EROSION CONTROL MEASURES SHALL BE CONDUCTED MEEKLY. OR AFTER EACH RAINFALL EVENT. REPAIR, AID/OR FOLACENENT OF SUCH MEASURES SHALL BE MADE PROMPTY, AS NEEDED. l KEEP DUST LIMN TOLERABLE LIMITS BY SPRINKUNG OR OTHER ACCEPTABLE MEANS. 5. ADDITIONAL EROSION AND SEDBADIT CONTROL MEASURES MAY BE REINED IF DEEMED NECESSARY BY ONSITE INSPECFON. B. FAILURE TO PROPERLY INS- AND MANTAIN EROSION CONTROL PRACTICES SHALL RESAT IN CONSTRUCTION BEING HALTED. T. DRAINAGE INLETS SHALL SE PROTECTED BY FILTER AND GRADED ROCX AS PEA INLET PROTECTION DETAIL B. ANY ACCESS ROUTES TO SITE SHALL BE BASED MM CIVSHED STONE. WOE PRACTICAL 9E M BE MAINTAINED UNTIL PMANENT GROUND COVER IS ESTABLISIm. ER 10. WHENE- -1 , NATURAL VEGETATION SHALL BE RETA"M ANO PROTECTED. I i . ALL WORN IS TO BE IN COMPLIANCE MM ME RULES AND —S SET FORM BY ME STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL MOTECTION AND ME CITY OF d).RAY BEACH. IZ DIS-AROE FIX DEWATERWG OPERATIONS SHALL BE RETAINED ONSITE IN A CONTAINMENT AREA. EROSION CONTROL NOTES DETAIL D9.1 FENCE POST — (WOOD OR STEEL) RUNOFF DIG WADE h 4' DEEPS TRENCH, BURY BOTTOM U B' FABRIC. AND ANCHH OR W/COMPACTED BACKFILL MATERIAL SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS i I t DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 91b Sheet 2 of 2 JUN 5 2020 1 own of Gulf Stream, FL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA. INC. SCALE: 1" = 10' 15. -5 10 20 5 15 0 COPYRIGHT 2020 BY ENIRODESIGN ASSOCIATES. INC. Know what's below. MIS DRAWING IS PROIDED FOR INFORMATIONAL PURPOSES ONLY, t dig. SIGNED AND SEALED BY A REGISTERED PROFESSIONAL L Cal before you ''Ig. ENGINEER REPRESENTING E ARODESIGN ASSOCIATES, INC. 2 <.i oc H z 0 U 0 0 z DO i S K =a Lj O< �z o� a O f=N z a� z�0r4 �Z P40 W W O W z� H A W a� oa wa (n F z O N 55 o F � a av 6 O 9 G C U l IDY$ d o4 o�gzom o to w` 0 z LL� ooT F o� W I �o� ai LLa v1 W NM Z o C7 a z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB NO. 20024 -ENG SHEET NO. 30F 3 DESIGN DETAIL A -A' SCALE: 1/4"=l'—O" p Z a o J LL wa H UX Z) OLD SCHOOL ROAD Z u O 00.00' RIGHT OF WAY J GRAPHIC SSCALE �(1 IN =5 10 FT�) � CD Q Q LL J 4 w BASIN ® CATCR - POLE Z O BASIN WATER ^ .. C;O. VALVE O L.L ~ P PERTY LINE 100.00' -- "FH `4]. it'-]' L _- 1T -S• T.P. W.M. -,� — < U) DRIVEWAY _ I /� �/ / O /r W rsoLO F,e couaeE Foxe PAVERS..REFER TOW105CAP ROAOLo« Anumc PAYERS _ R NN Ne RaN� —11Ea 1 eBN aReYi E 4 � FINAL. sELecrKr er arrEaeASF ARCFNiEps S A, W0 00'-0• REQUIRED FRONT SETBACK O YREOUOiED FRONT MA 1 C D 1E' -P 0 Oj U) E GATE cu OFFICE8'XB' FRONT PARC I El TH M I 1 J O - O 2.5 CAR GARAGE Lu Lx U Q a a e CART ACCESS I N ry n bn� 2 -STORY I O N OI FOYER C v) f Tom.` �R MASTER W �`TE ~ lyra m O t BL LOOK 3 m BprH ® KTCHEN ll ® RLOT 7 �13aUD U R I� BLOCK 3 u 41 ,0 m W HIGH I—K -NN LINK FEN POOL � ANTRY z H N 'O ��--ss�� < n 0 PWL er OtreRS EF KI R O HIST ERS GR TROOM DINING L V/ _\�,r CABANA CY ararHERs I DNAVD �� Ey.111 FR W } a= TO L C0.r00. oN SA11D I 1 E V d 3 A? �� YERs, Fn PATTE _ REAKFAS POOL a ru > 3 e u MASTER BEDROOM PLAYROOM SHOWER V U O > O - .LOGGIA g IER $ = O J CE 6.5 NAVD ERs C 'p J � R 3 =o° _ sw� I rc s a pie svNueonoE TO _ a o 3 _Fs tsTaa cant oo 'o e R R Fuc o��"ow"FRE: w 4p p=er In w i Rr owNENs LY w b = WP E REC JIREO REAR SETBACK 1c'-0' - 50' REQUIRED REAR SETBACK ulMoom -POOLDECK W PEOEs sntccO FwisN oR, ON SWOBASR - REFFRTOLA.OWG-S IN FIN-SEL£CTron er w -- COLORBvrv11 LOUIS IL1A5 VLAHOS EuocKseREs in+r cont. e•-0• R LANDSCAPE ARCHITE v riwasELEc�riooa.son root epee. �coFlcgRREFrt q q POOL - REFER wnI KIN m TO LA. OWE'S m ® S SUN Sl ELF PA 1 /26000319 000. SNWiER AT aERiLEiE0.Bv � SL T$• 5'-0• vaa'. B 1 N ER Sr OTRERS u'nr tsI. aAT eEn"a REV. N0. DATE —E EFAVERE RECESSED MASONRY AND SLAB PIT. PROVIDE 'R a5 S WATERPROOFING,REMOTEPUMPANDSTRUCTURAL R on Su�OMIDWOROSTATIC PRESSURES b AH PIT 0.1 NAVD"REFER TO IAN01—F R I�ARCHITECTS PLANS, SECTIONS, DETAILS RAISED BULKEAD H -REFER TO CIVIL EEPAw.rE _E uwN ENGINEERING I� I PLATTED BUIJ(HEAD LINE O I FEE PROPOSED DOCK '$� PROPER LINE 100.W b } COVE }}} (PRJVATE) SITE LAYOUT PLAN SCALE: 1"=10'-0" JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: 1' = 10' lHP-1 SHEET NO. PLANT LIST 78 pia SINGLE FAMILY CRY OF DELRAY BEACH, FL 15578 SF (100%) KEY QUANT. PLANT NAME REMARKS TREES/PALMS PROPOSED 3715 SF (23.85%) MAN 1Mangifera Indica/ Mango Tree 14'xS'OA, 6'CT, BBB, full (native) CLU 3 Cluaea GuIltera/Small Leaf Clusea 12-14'OA, 6'CT, 2 -CAL, full (native) IEP 2 Ilex East Palatka/East Palatka Holy 12-14'DA, Slid, match, full (native) JAP 5 Elasocarpus Decpens/Japanese Blueberry VIDA, match, 4'CT, full, relocate (drought) GAR 4 Garcinia Spicata/Gardnia Tree 45'OA, STD, match, full (drought) PHS 4 Phoenix Sylvestris/Sylvestris Dale Palm 20'OA, 10V/0, 12"CAL, full (very drought) FP1 4 Wodyetia Bifurcata(Fmdall Palm 12'CT, 16-18'OA, 9 -CAL, full (drought) FP3 2 Wodyetia Bifurcata/Foxtail Palm 16.18'OA, TRPL, full (drought) AP1 4 Archontophoenix AlexandreeMing Alexander 16'0A,SGL, full (drought) MPI 3 Ve4chia Montgomeriana/Montgomery Palm 14'OA, SGL, full (drought) AD2 2 Vehchia MenilliVAdonidia Palm 14'DA, DBL full (drought) FIS 9 Ceryota Mitts/ Fishtail Palm 16-18'0A mu18, full (drought) CIT 1 Citrus Orange by Owner "'OA, STD, full ACCENTS PR3 3 Phoenix Roebellenii/Pygrt y Data Palm 8.10'OA, TRPL, full (drought) YUE2 Yucca Elephantipes/Spineless Yucca 5'OA, 34 trunk, full (very drought) AGV 3 Agave AngustlPolialVanegated Agave 30" OA, full (very drought) LP2 Rhaphis Excelsallady, Palm 4-5'OA, muM, full (drought) BRI 4 Bromeliad ImperialisAmperial Bromeliad 7GAL, full (drought) CAL10 Callathea Zebrina/Zebre Callathea 3 GAL, 24 -OA, 30 -OC, full ALC4 Alocasia Califomicus/Celrfomia Alocasis 3GAL, 24'OA, full (non-drought)SAN 79 Sanseviena Trifisci to Zeylanica 3 GAL, 24" OA, 30' OC, full (very drought) SHRUBS & GROUNDCOVERS PO4 119 Poelocarpus Makl/Maki Yew 3-7GAL, 34'OA, 2'OC, full (very drought) PV 51 Pittosporum VarlegatuMVariegated Fillies 3 GAL, 24" OA, 24" OC, full (drought) BEG 24 Begonia Angel Wing White 3 GAL, 24" OA, 24' OC, full (non -drought) HIS 14 Hibiscus Mona Loa/While Hibiscus 3 GAL, 24' OA, 24' OC, full (non -drought) PP 112 Podocarpus PdnglesADNed Padocarpus 3 GAL, 14' OA, 20' OC, full (drought) FGI 200 Ficus Microcatpa Gm Island/ Gm Island Fie 3 GAL, 14" OA, 20' OC, full (drought) CLN 112 Clusea Gutthera Nana(Dwarf Clusea 3 GAL, 14' OA, 20" OC, full (native) MON 44 Ophiopogon Japonicus/Mondo Grass 1 GAL, 10" OA 12' OC, full (drought) (add black mexican pebble rock polished under) JM 114 Trechylosperma Jas Minima/Jasmine Minimal GAL, 8' OA, 10' OC, full (drought) SOD as required St Augustine Palmetto SO FT, full NOTE Native, very drought and drought tolerant planta indicated per Xenscope Plant Guide II LOT COVERAGE 520 OLD SCHOOL ROAD. CORE DISTRICT. TOWN OF GULFSTREAM. FL TWO STORY RESIDENCE _ RSC 78 pia TOTAL LOT AREA 15578 SF (100%) MAX. LOT COVERAGE ALLOWED 1372 SF (30%) LOT COVERAGE PROVIDED 3715 SF (23.85%) IMPERVIOUS AREA PROVIDED 8139 SF (5225%) PERVIOUS AREA PROVIDED 7431 SF (47.75%) LANDSCAPE CALCULATIONS NORTH BEACH PROPERTY LANDSCAPE CODE DATA FOR MULTI STORY RESIDENTLLL STRUCTURES First Floor Mean Roof Height ly-(r u SO pb Second Floor Meen Roof Height 22' J. TOTAL TREES PROVIDED Ridge Mean Roof Height 29'-0' K. TOTAL NATIVE TREES REQUIRED (H+t -50) FRONT YARD CALCS - NORTH (wlthle UP eb) L TOTAL NATIVE TREES PROVIDED TOTAL POINTS REQUIRED (910 SF/15 SF) s0 pb TOTAL POINTS PROVIDED 140 pts (2) act Dale Palm 90 pts (1)12' d Foxbel Palm 15 pts (3) 8'. Japenese Blueberry 15 pts (2) B' . LigusbumTreas 10 pts REAR YARD CALCS -SOUTH (*Rhin 25' m) TOTAL POINTSREQUIRED (0 SFII SSF) 0 pb TOTAL POINTS PROVIDED 155 pts 0 12' cL Ad.Hb -[in 15 pis (2)12' d Foxbll Palm 30 P. (1)14'. MagoTreea 20 pts (2)S'a Deb Palm sopto SIDE YARD CALLS -WEST (w8hln 25' so) TOTAL POINTS REQUIRED (780 SF/l0SF) 78 pia TOTAL POINTS PROVIDED 110 pe, (2)14'. Cl.— Tree 40 pts 7437 SF (47.75%) (5) B' d Fiehugl Muth Palm 100 Pb 1487 SF S1DE YARD CALCS - EAST (within 25'.b) 2200- SF TOTAL POINTS REQUIRED (728 SFIlli 73 pts TOTAL POINTS PROVIDED 240 pM s160(84) 88 ' dd .MuththPPammEpis 0 TREES u SO pb BTREES LANDSCAPE REQUIREMENTS SINGLE FAMILY -CORE DISTRICT- TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 15576 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 6139 SF (52.25%) C. TOTAL PERVIOUS AREA PROVIDED (A$) 7437 SF (47.75%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx20) 1487 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200- SF F. NATIVE VEGETATION REQUIRED (Dx.25) 372 SF G. NATIVE VEGETATION PROVIDED 440+ SF H. TOTAL TREES MUSTING ON SITE 0 TREES 1. TOTAL TREES REQUIRED (A/2500 -H) BTREES J. TOTAL TREES PROVIDED 22 TREES K. TOTAL NATIVE TREES REQUIRED (H+t -50) 3 TREES L TOTAL NATIVE TREES PROVIDED 5 TREES NDRTN AKRON GRAPHIC SCALE (1 IN = 10 FT. J LL WQ Q ULU � ZU) Lu W ^ — 0(.9 Z)0 Q (n Q U Wof 0 �Q Z U) 0 Q 3 0 LL] J W°0 ^ r� In vJ C 0 � U) E O W H 0 ,IN 4)- map C — 0 O^ y G1,Eir `c v'Oi 60 00IOi O V I DO z v'�� hte W t V C Q�aQ � s F N � � O J LOUIS IuaS VLAHOS LA 1116666677 LC /26000319 REV. NO. I DATE JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: 1" = 10' SITE LANDSCAPE PLAN SH N0. LP -1 TREE SURVEY DATA SHEET Item# Species Common Name Species Scientific Name Qty Height Spread DBH Condition Notes Disposition #1 Indian Laurel Ficus Nltida 1 266 20' 20• 50% In way of new construction, raise elevation remove #2 Indian Laurel Ficus Nitida 1 266 20' 20• 30% In way of new construction, mise elevation remove #3 Royal Palm Roystonw Elate 1 30'wd 1G 16• 75% In way of new construction, mise elevation remove #4 Royal Palm Roystonest Elate 1 301vd IV 16• 75% In Way of new construction, miss elevation remove #5 Black Olive Budde Bucam 1 25'08 25' 24• 75% In way of new construction, relse elevation lemove #6 Mango Tres Me glfem Indira 1 1NM 12' 6• 90% In way of new construction, miss elevation remove #7 Mango Tree Mangdem Indicts 1 14'oa 1Y 1 8' 80% In way of new construction, mise elevation 9100,9 #8 9 -Areca Palm screen lChrysalidocarpus Lutescen 8 16'oa 17 1 12- 80% Trim, clean and femlize remain #9 5 -Japanese BlueberryIElaeocarpus Decipens 5 8'oa 4' 1 2.5• 90% Trim, dean and fertilize relocate EXISTING TREE LEGEND 12 1 EXISTING SPECIMEN TREES TO REMAIN/PRESERVED / I EXISTING TREES TO BE RELOCATED/APPRAISED ��(/ 1 EXISTING TREES TO BE REMOVED/APPRAISED 1�`v Al existing fuses to be appmiwd by liscansed arbodst par ANSI standards. All eMbrg trees/ palma to remain or relocate must be protected by approved use bamer. See tree banter detail. NI Veesl palms to remain Or relocated must be trimmed by listened arborist par ANSI standards. Al bees/ palms to remain or relocate must be fardlind wl an all purpose 5me rebase fertilizer. DRIPLINE J NO ENTRY NO STORAGE NO DRIP UNE 8 M OF ORANGE ENCROACHMENT "TENSOR M HIGH SBWTY I 4' HIGH FENCE AT DRIP UNE USE STEEL PIPE FENCE SUPPORTS BURY INTO SOL A IA 19• DEPTH AND SPACE MAX. 5 O.C. - A BARREN SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM WRING CONSTRUCtION - THE BARRIER SHALL EXTEND TO THE DRIPUNE - THE SOIL MTNIN THE DRIPUNE SHALL BE KEPT FREE OF BUILDING MATERIALS - CLEANING W ANY EQUIPMENT MTRIN THE PROIECTYE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL MArK;c Ra— RAISED aeMv+e RAISED SUuwEAO - REFER TO CML ENGINEERING PLATTED BULKHEAD UNE - RGRTI ARRDW OLD SCHOOL ROAD 30.017 RIGHT OF WAY mrin. as oA OREApW GRAPHIC SCALE (I IN = 10 FT) POLE o s to is m WATER .. _�`O-_ `. ®.BASW PERRTY LINE '/R I 14'1 W.M. DRIVEWAY DRIVEWAY I aoAot ATAtmcPAVEsa. I-ILI PAI 9'' .�� ;.--'% _ 9Renau caoR aiswm aAse lit UIRED FROM -0• REQLXREO-FRONT SETBA tsa COMCE GATE eXeI roI I FRONTI I POR--- - 25 GARAGE { FOVER MASTER I - 1--� GATE I wwjj O Cw BATH KITCHEN (� , 37 L_ J C -__� V Au . j BLCAK34 I - I ANTRY j a _ TQ H ��RERS GR T - I DINING 1 O `' s� JJ\\ I �_ F J ram IL. F =_a )J CABANA I 1 - I - MNAVD I _ j CJ' �VIA✓ SB�.LGGxattilFJi,3,¢x•ppxp. �------------ I — - j 3 a— IATTBRX 3 aw.sFiF R. -Br RENO' �t FMASTER BEDROOM i PLAY ROOM i SHOWER j x waxsA 4KKRI9 ilk LOGGIP. °"" ss NAVD L_____9J • J Is V E I w Hi DECORAnvE 0 I W-0• RECLIIRED REAR SETBACK - DECK - - I _u DwOs I I I - 5: z20 U !_ I.AxrERa a$" R nu=pacx. X !.0 :1 to Y Ia N � I; aAxoaAaa Toa;sT AREv,PUMs..aoA I lin I \ \ ` Its-t•i' 50 REQUIRED REAR SETBACK \ I --� I ea• `K I I I m § A• / UNS ELF SPA v I _ I rs sff s-0 �. 1 -,E ET: FlME i4-Geiw+asAx00 eA�e � I I I ARD_, LINE PR=POSED DOCKS IKND 3P -1P I 3D-0• BY pTH� aAlE III COVE (PRIVATE) Im I.AxrERa I I I Ewx nu=pacx. X Y 1 V Toa;sT AREv,PUMs..aoA I roaewvx /<� \ ` Its-t•i' / I\ # \\11 I 1 uoRe ALPw®.saw0, I / TREE SURV Y AND DISPOSITION PLAN J Z LL I Lu U � � ZU Z W J 'L'nn `0 Q vJ W� O O Oy/ �a'/^ VJ C) W O W -j C n E Ed �LL o H` OON� / a m^ D C— .0, Of mLL tO rvl CU n a -7z Z d�� C�O Wix a u � o c � J R LOUIS ILIAS VLAHOS LANDSCAE ARCHITE ■ REV. NO. I DATE Ei JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: I- = 10, SHEET N0. LP -2 2 ✓a" f � 6 :��" ■poop■ I AN --�.- OFFICEo I FRON I ( LANDSCAPE LIGHTING LEGEND: • (6) Inground 3" Spotlight, 12V, WAC 5032-30BBR, 3000K Pure White. Bronze on Brass. VF (15) Accent Light, 12V, WAC 5011-30BBR, 3000K Pure White. Bronze on Brass. (8) Quad Path Light, WAC 6651-30BZ, 3000K Pure White. Bronze on Aluminum. See specification sheets for ordering that accompany the Landscape I Ilumination Plan. All lighting fixtures to be mounted on Rocketperma-post when plantings are less than 12" height. Paint dark green or black. All fixtures within 5 ft of pool edge must be mounted w/ a GFI shutoff device. Comparable other fixtures will be acceptable w/ prior approval by owner/Landscape Architect. Licensed ELcoidan to provide all wiring and mnnections. WAC -ACCENT LIGHT SCALE NTS WAC-INGROUND SPOT LIGHT SCALE N.T.S. _fit jf Aa9% WAC -QUAD PATH LIGHT SCALE-N.T.S. OLD SCHOOL ROAD 30.00' RIGHT OF WAV BASIN �]T�CATCH POLE WATER C_O. LLU BASIN VALVE �ppRRTppP�EJ¢�LINf/0000' _ _ _ _ _ _FH M.. 1 i ■poop■ I AN --�.- OFFICEo I FRON I q■■ _r \ i gn■gq■C ■■■■nq■1■� JTTH 0 pini .■ �►- - . --ui nn■gn ■1�1■ggn �- Z.5 CAR GARAGE ORT n ■■iinin� I I 112STORVO T O 1 FOYER ■■■■■■■q■ =MEN No ■■■■n■■■m ■gnnnn■i■■rrr,�.c�q■ ■■■■■� ■■■■ r� �- MASTER, I _— GATE BATH KITCHEN iisii-::iiiNo ■ ull--■,iiiii-oillNai�®i O .. •.■-moi%: ■ ■■■ nn■ .n ...••. q■ uqq■ I�i®® UD V �� ar DTRsI O uu R O HISS ERS 1 GNATROOM DINING F L � -----__ CABANA I G � ]_o NAVD I I� L -- – 50 WIRED REAR�9ACK Ir 50' �UIRED REAR SETBACK � –i*– –�--- = -- O -- -- _ a– -- c------- oTo zz DEc I I �C SUN -S1 ELF SPA PDD I_� —E-. o E a i I - .�. rn DRsauo 11 s RAISED BULKHEAD - REFER TO CIVIL ENGINEERING I 4� — _ — PLATTED BULKHEAD LINE PROPOSED DOCK ___ _.L $.�.�.....L..... �.PRLINE �:��.�.�. ........ [ nEDO NORTN ARROW 'HIC SCALE (1 IN = 10 FT.) i LOT 7 BLOCK 3 0 I i .�....1.......... --\ _----L__ Illl \ COVE (PRIVATE) SITE ILLUMINATION PLAN BCAE, Z LL Q W a —� U W tl ZU Z WJ _O Q U) Z W N0 W LL LL 0 �o J 0 J LLJ WCD ++ n C 0) o w LV M D LIJ LX �LL oa ■--. I"I O N N d -0 =3 VL 0�°L O --'r 0 0 u P � N D H V c (w v ' 0 v, �N — ^QW' ) loisi Q _aa ta�pp , U u � o SO SO LOUIS ILIA.S VLAHOS LANDSCAPE ARCHITE REV. NO. 1 DATE II JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: 1" = 10' SHEET NO. IL-1 1 i I AN --�.- OFFICEo I FRON I JTTH 0 Q. Z.5 CAR GARAGE ORT I I 112STORVO T O 1 FOYER LOT 9 i r� �- MASTER, I _— GATE BATH KITCHEN BLOCK 3 UD V �� ar DTRsI O uu R O HISS ERS 1 GNATROOM DINING F L � -----__ CABANA I G � ]_o NAVD I I� L -- – ------------ r-----� aEREa �. DN "E �o Mme.' REAKFAB RMASTER 3 BEDDNROOM i PLAY ROOM i SOWER g i w L_____J s.6sNANAV 50 WIRED REAR�9ACK Ir 50' �UIRED REAR SETBACK � –i*– –�--- = -- O -- -- _ a– -- c------- oTo zz DEc I I �C SUN -S1 ELF SPA PDD I_� —E-. o E a i I - .�. rn DRsauo 11 s RAISED BULKHEAD - REFER TO CIVIL ENGINEERING I 4� — _ — PLATTED BULKHEAD LINE PROPOSED DOCK ___ _.L $.�.�.....L..... �.PRLINE �:��.�.�. ........ [ nEDO NORTN ARROW 'HIC SCALE (1 IN = 10 FT.) i LOT 7 BLOCK 3 0 I i .�....1.......... --\ _----L__ Illl \ COVE (PRIVATE) SITE ILLUMINATION PLAN BCAE, Z LL Q W a —� U W tl ZU Z WJ _O Q U) Z W N0 W LL LL 0 �o J 0 J LLJ WCD ++ n C 0) o w LV M D LIJ LX �LL oa ■--. I"I O N N d -0 =3 VL 0�°L O --'r 0 0 u P � N D H V c (w v ' 0 v, �N — ^QW' ) loisi Q _aa ta�pp , U u � o SO SO LOUIS ILIA.S VLAHOS LANDSCAPE ARCHITE REV. NO. 1 DATE II JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: 1" = 10' SHEET NO. IL-1 IrLf!v 7-go'g-Ag., li ~ �is m � .�� - w ��r'�ii►-►� s"+���n.r's�ii�r,rt" 4■r! ���/�.''�■■r�■■■-�- fir,. r.G � ,,'� �r� ■ ■ !• r �. n �.. ,2.. ■ J ■ y.._�7 '�j?T• �j77 '?t \b�:�.\ � ��ta� ♦ c �t-� nom; Irl:■! 1.�<i'1t � �...r � 1-\-■� O��►ta�:'..�.oa0:+..��a1:+h� 4v!�1^.iii.:?i i� .F - �i`w_�0����.�[a�e�`�'t1 II 1 ■ ■ ■ ■ I� L I � ►ta, � � �/ w to, Sam 1■r■r■�■■■■■■■ray■■■■ ��rn r j = �, J 011, 0 I�,�,�,�,�,�,�E�,�, � Fir` � ■ ��:�:I:I:�Ia:1:E' ■ ■ 1.■.•.■.•.■.■..a..■ __ N► _��:�'!►'1111"� 'IIIII 4■■y■■■■yyn�r■■ �.■� 111 1■no, ■•■•■•■•■•rIr•■ �',\ \OCR ', �' ►fit •' ■ ■ Ir.■.■...r.■.111111 11 I.;.;.;.;.;. ►►.wi;..fit1A ;o�.; ,�/ �'' 11111111 told r .11�IR.. IIIII li■i■i■i■i■i ir,. _ U L` 1 1 1 1 �' �■ ► '.•: mom ■:■:■:�,vc'}I..'�.� �IIIIII _ 111111111111 �l,t�I:���1 IIIII OLIN m ��� 111111 111 I11 '" a, -��'°'°'° ° 111:111 I .If 1.11 - 11 Fill .. 1 nil m 111�' � . l 1111P HIM 111111 . I�Ik �1�11 . •: �1.1� r•.•.•.•.■.!a�,• j� � -- Y � ��►-=�i�i�i�i ;,,111id,A,„Nam V oz ,� I 1 �i■i■i■i■i■G � ��� �'+�.►►0: S�,iiii � �__.. o ��• a � J�'I�1�'�'��� ��� �!�!�I LLN �' : , i , ” ■'■I �. X11 "�.�..��'+� 1- HIRE �■i■i■i■i� � `''1r of J ■11�I r n 7 r■■■■■■� _ �� ��.;�.w+ �� 1 �_ I_ _■ .c 0 7M INS � ►O �^ ►Oiw,,� �I e.,a-:4r. .�, .. , .. ..•� ,n. ..i. f off^^ ,� � •— '��.�._.--�,��t;-',ri�t,�►,,t=w � � `TM'�'�3�.�� ,�4'�4�,�a�:�i.�:��il�ii�.'�i L �%- r o P - u i O n 0 0 0 O O n c t o 4 - 1 w v ; + ) 4 - J 6 �� + ��4 - 1 p p O c t . + J �� m w O O L o 4 + 0 0 ( t ~ O O : : s 4 - N v i c t L n o �� w - J \ �� " �� O , �� O b ��A " O p o U b y o u O O Q u w �� O N J c t X b A t �� �� O N X �� 4 3 4 v C Z U v J u n 0 4 - 1 u c z � - ��' �� z 4 , n 0 0 o m C Z V ) c n " �� U r . - i �� O , - - > 3 ' �� - u c d �� O o . �� a , a v v u a V ] ( z ` �� " c u u > 1 U S O G 1 N + ) 7 5 v N ) 4 - 1 - - O c t O c t o 0 > O O 7 5 U �� O 7 5 X 4 - 1 o a + �� Q y N N C L 4 a m v �� h a 3 7 5 w w 3 o b Q j A �� o v Q C n U j v �� o U Q - �� r - �� O o 0 o � c n � � , ��' c n Q , t r " v + ^ , C I O c u ��, v L r ) ( a X W ' - ' 4 . 1 o Q \ ��c Q ) > p 0 . �� c u > ( n O O v O d v w 0 O P N V c n c n u i O n 0 0 0 O O n c t o 4 - 1 w v ; + ) 4 - J 6 �� + p p O c t . + J �� m w O O L o 4 + 0 0 ( t ~ O O : : s 4 - N c t L n o �� w - J \ �� " �� O , �� O b ��A " O p o U b y o u O O Q u w �� O 4 J ( t t �� �� X �� 4 3 C Z U v J u n 0 u c z Q , Q z 4 C Z V ) , - - > 3 ' �� - u . �� . - a �� a , a M � J o v u a V ] ( z ` �� " c u u > + ) O O U O 7 5 X 4 - 1 m U - + �� Q 0 0 � o 'z V by � O � O � u � � O O O V � 4N V v 14-4 O p O p w w O � � m N O o 0 � _� 0 33 u) N \ O \ cq ►S7 NO O NO O O O W O e--� O ON to �- 4 --, . u u Q v �� ��US 1-4-< W At 9 75 E 1 0 C* L 0 CL 0 c~ Q 10 W 18. 0 U - (D T It 8 co E 0 :j3 0 m oc CL 0 E (D 04- m AD 72 m c 4p C 0 CL E o. - -6 E 8 0 oMsa art o § (D 0, m m'O.so-2 = C c 40 CL a) *0 LD C: (D 0 CO E :3 OL 2 w E z 0 0 LL z .j 4 lz W z w CL P -W 7' J.2 CL m � �amM > 0 C 0 72 EZ 75 0) ca mo0 C T3 0- 0- (L c.=C` CL Z 0 C6 `E! j 0 cx Z m CL m > 0 0 72 EZ 75 0) ca mo0 C T3 Z 0 `E! j 0 cx Z m C > "o, . 12, m 4) > CL fj'LQ 4) 0 to ;z 'tog > 4) < 5,5 0 E 0 = C: (D :2 It C) 9 . . u i coo U- 0 m Je 2 .0 (n 0- c < z O Q U H N O z Q z O H a W- L) W D H U W O a Q IL w -zz W I >- I Lo C-. 0 co U 0 o � U V O 0- U) U) a C N C ,U O w CL 4) C N d � L- 0. Q Q O CL m a� U 3 O 0 ui pC O 0) m CLco Sy a C: co 0. J a) LL o mZ � 3 } I Qr C: fl N Cl. C W cc C d O U 4) aa) c O� a0 fl (o E C/) C) w M Q cl- 0 O CL o CD CLCL O X` i in O) 'O0 J C � co U) cc a) 0) ^ CD \y co O 2 19 C �-i co o m U � L U U cc pf; -C 3 r 3 s o 1a1 Z wU 0 w a� U rl n. o Cl. c Jai o? o. , s n O o o E a s� O— p a) (r A dC 0 0- :n O c j1 o.o 0 c� p c cn U. r I �-I Q) m (n U 3 Co c 0 iz C O Qvii 0 cc �3N 0) Cu F- 3 c 0 - •O c a 3�a�oU r_am,=', F mEp�. ca a) N L co @ U a) cn � a) cn p0 (a O '� O co co -C C a) =cncna- �wCDU �.- ° -r- a- 1ST (o _O U -6 4) v= O) L CO Q Q C ll d 0) c co3 O w J � J G Q p E o -zz W I >- I Lo C-. 0 co U 0 o � U V O 0- U) U) a C N C ,U O w CL 4) C N d � L- 0. Q Q O CL m a� U 3 O 0 ui pC O 0) m CLco Sy a C: co 0. J a) LL o mZ � 3 } I Qr C: fl N Cl. C W cc C d O U 4) aa) c O� a0 fl (o E C/) C) w M Q cl- 0 O CL o CD CLCL O X` i in O) 'O0 J C � co U) cc a) 0) ^ CD \y co O 2 19 C �-i co o m U � L U U cc pf; -C 3 r 3 s o 1a1 Z wU 0 w a� U rl n. o Cl. c Jai o? o. , s n O o o E a s� O— p a) (r A dC 0 0- :n O c j1 o.o 0 c� p c cn U. r I �-I Q) m (n U 3 Co c 0 iz C O Qvii 0 cc �3N 0) Cu F- 3 c 0 - •O c a 3�a�oU r_am,=', F mEp�. ca a) N L co @ U a) cn � a) cn p0 (a O '� O co co -C C a) =cncna- �wCDU �.- ° -r- a- 1ST (o _O U -6 4) v= O) L CO Q Q C ll 0) c co3 G Q p E p M CU > o c o c a) cm Um Z > co lL a) $ CL OL O(I . a m E a) `� Z " o Z c0 o0 } aa) Z U a) 0) cQ O mto o m O E c 0 a)I } N o_ G G w U LE a) � d C p p a -p �c c o ca oa v a c c p U Q � 0 O Q O. a CD C L az G O a) mO) E o 0 N a) 0^ X C O p 0 N C a) a p a) a) w p p U E O C) > O c co a a�o �p a � V - o No coL)° O U O U a U L c a) " a) O co cn p L O m� cam : Q v co i o O �- c Op_ O cnn p Q m ,�- v E Ec`o m E b c U CO c0 G —m to d E O c o m a�a U a) ca O r am > Tz� cn �(n �� 3 O p� > > > o m a)cA C a -0.0 t is O 0) C O O p c p. O > O 4- Q p in O Q C w U N Q) W. y U C o0 Nw N } a) Q� G > U a) U O O V o p N V C O > '� (� `� E a v. a Z '2 °' 0) 3:3 aai � a c� aU) > c Q CD m a) -ch a .y o o p p} N O a)} p� cn c 0cli� U Q Q Q Q Q Q a a) J_ a WW a N @ m t3 c lsl !- J� a� o �.� iY 3 Q yip N a N p "° C '_ c N w- ° CZ a a a? �° 0Ol� L (l� ° cu E p O U 2 o z .D R, 4 c a� 4 `� X o a 2 w J �- CD oA(-� �- �- a E c L c c o > !-� o {� m o a� o Lul a) a i^^�II _ a ° = ° ° ° N WCL @ v > N p° @ CL C a`�� r ,, @ a r p p c p 0 (n@CL o- V C W c G�CL LL Q) O O @ O ' �� @ d @ � a) > 0. W �� ° v nm (D .. C9 @ m aNi ° a a a c- U E N %� 3 O o m c 0 .p @ v� 3 (y = o o c S l ) _ o cn d m m (A z a� @ o 72 15 o a� c a� a U) � a� m c CD - rn c @ E U) n ° c p O c @ ° vi c Y a @ a 0 -0 rL QQJs a) n Ia) N Qp p . to U ai > ° a) ° a °a �(C -0 cv 0 ¢ Um °° 3oN W p cE ai -0 a� O p @ 0 co w o p X 0 p a)o n cn cn = .�CD E r N M t7 In Cfl G N n- u.i ui Li ui ui w z u- a LLi > > > > > > u; > > > Q cn GENERAL REQUIREMENTS ABBREVIATIONS GENERAL REQUIREMENTS 1 Owner / Client ResponsibilitiesReference a made tlrmughoul thew General Notes to resporaibdeies antl standads of care to be fuMlled by those pr ing services In the development and our -onion Dfthisp.j-Own- shad be responsible for adherence to those requirements by the Owner. Builder, Developer General Contractor Sub -dr- and other professional consultants not retained by the Designer. 2. Bridal Set The scope of this set of plans to to provide a Buildefs set of construction documents and general nines hereinafter refened to as 'plans After formal -eco and approval by a licensed engineer and I or achilect the set of plansufficientt obse buildingFeral h all M. and method tFobstn ton nsoessaryl rnplet the project are not necessary d -bed. The plans delineate and describe only locations. dimeraons. types of maths l and general methods of assembhrg or fastening. The;kundentallwi of Nese plans requ- an Owner I Contractor thoroughly knowledgeable with the applical a budding codes and methods of mnsbucton specbc to this product We and type of construction. Note. Contractor to provide submiltals to Architect m regards to all specdicalions Each submAtat shall be transm'Ibed to the Architect sas"*, and accompanied by atrens llalsheet Arcleectmrespond within 2 weeks Copy Architect on all RFIs and wmmunosms with Authorises. Consultants and Engineers for approval. 3 Building Mandonsance. Owner shpt routmey and properly maintain exposed mat-ial used In me oorrpeted project. 4. Codes: AI oanstrudan shall wnply with the most stringent requirement d all current apahze cotcounty. state and federal laws. rulescodes. ordinances and regulatrons If the General Contractor or any Subcontractor Per- any wok in conflict with the above mentioned laws rulescorde,. ordinances end ragulatans, then the confrector In violelion shall bear all cost of repair arising out of the nm -conforming work. 5. Permits The general building permit and plan check shall be secured and Rod for by Owner All other permits shall be assured and poo fa by the Subcontractor directly responsible. 6. lessence The General Contractor and every Subcontracla performing work or providing services al a maeriats for the work are req ured W purchase and maintain in face All Risk- Builders Insurance pna to cornmens,mint d the work and/ a furnishing labor, services and materwts. Each -AII RsV policy shell be In an amount sufficient to cover the replacement value of the work being performed al or the laborservices and material being suppled by the General Contractor. Subcontractors. Designer. and all professional Consultant. 7. Insurance Ownarl Client shall cause the General Contractor and every Subcantracta performing work or providing -ces and I a meterses for the work to purchase and maintain General Liability Insurance. 8. Named Fred units The Designer makes no guarantee fa products idenlded by trade name or manufacturer. 9. Scope The General Contractor and Sub -drib ere shall furnish all labor. equipment and netenal indicated on the plans and reasonably inferred or requred by the applicable codes 10 Substitution: Substidubons of specdc ma -ills or products listed on the speofloation sheet shall not be made without wiAlen author¢dran by Own, The General Contractor and any Subcontractor shell not make the structural subsefaions or changes w4hout prior wdlen outhor ¢talo tom the structural engineer 11. Changes Any addgondeletionor change in the scope of the work dasorbad by the plans shall be by written change order only. Any approval from the building otfc'ml for a change in the work that be the respo,s ely of the General Contractor 12 Inand The General Contractor shall ensure that all labormaeria s equipment and transportation shall be mciude i In the work for complete execution of the protect. The Designer shall not be responsible for the means and methods of construcdon. 13. Review of Drawings' T Generic Connector and all Subcontractors shat review the Lot content of the plans fa discrepancies and omasons pn, to rgmmencemart of work. The General Contrera, and all Subcontractors shall be responsible for any work mal conformance with the plans or in onn8k1 with any code 14 Use d the Drawings. Dimensions take precedence over scaled bressont Dennis and sectors on the draw rigs ere show, at spasno scabo d t dedl A general raga remeltN gh t Derail ted typ-A, typol' ply II like Mndams treated smlartyunless noted th The archbacturaltlfal hown we mantled to further illustrate the visual design concept and the ni n mum recommended weather protection for the project Building code requirementsstructural consideration, trade association runnuals andip bl alio send product Mdactaefs vorl'nII stu-ns sh I be consideredn order to plate the construction of the desatsand In some cases may supercede the data Is. 15Approved L4aw ngs The General Contra dor shall be responsible for coommaiing toe wok between the different Submnsraclors and requiring all Subconaanas to use the most current building department approead sic of pians 16 Cutting and Pehhirg All Sub contrad-shall do their own cut ing. Sting patchingetc to make the several pat cane together property and fit d 11 r-erve me work Of other Varies 17 Clean up All trades shalld all times keep the pumeas hes from scromened of waste met -lab a rubbish caused by thea work Subcontractorsshall remw nubbeh tools scaffolding and surplus madenah and Rave the lob m aall broomclean condition All names. equipment ;Wong; floors. etc sinalbe left clean and ready for occupenry upon completnn of the project. 18 Storage of Material The General C-sc urand Submmtradors shat be responsible fa doting the materisis on the sae according to material Y supplers'amanufacturers'insouaions. The maternal shall be kept secure and protected from moisture pest and vandal. Any loss arising out of and-iels shed a the sae shall be the responsbility of the General Contractor or Subcontractor who stored the damaged or lost matenah ABV Above AC' Acre(s) ACCOST Acoustical ADDL Addiei ADH'Adhesive ADJ Adjustable AFF: Above Finish Floor AGG'. Aggregate AHJ. Authemy Having Jurisdits, AIC: A'r Conditonirg ALT. Attempts ALUM Aluminum AND Andra. Anchorage AB'. Anchor Boo ANODAn. d¢ed APX. Approximate APT. Apartment ARCH: ArohAact herusectural) ASPH'. Asphalt AUTO. Automata AVE. Avenue AVR: Average AWN. Awning BSMT Basement BM Basum BVL. 6eveled BITUM. B'itommous SLK: Block BUNG: Blocking BLV: Below BLVD: Boulevard BTW. Between 80: Board BOT Boson BLDG: Buid'mg BUR: Both Up Roofing BIO By Others B 0.'. Bottom Of I Base Or BR'. Bedroom CAB: Cabinet CA LC: Calculation CD'. Cabinet Door CG'. Corner GuaN GIP: Cast -In -Place CIL'Centerline CIO: Clean Oa CONT Contrnuetl CONTR. Connector COORD Coordinate CRPT Capel DIP: Cason -place CLK: (Aulking CAS: Casement CB-. Catch Bess CLG Ceftg CT'. Carl Tile CIR: Circle CLR: Clea COL Column CONC Concrete CMU. Conc MasonryUnA CONST: Construction COM'. Continuous CJT. Control Jomt CORR: Corrugated CFCtibio Foot CY- Cubic Yard DL. Dead Load DP' Damppronfing D Defend DIA: D, mode, DIM Dimension DW' Dishwasher DIV D-lon DR: Dora DHDouble Hung DS Downspout ORWR. Drawer DT Dmr Tile DWG Drawng D Nail S¢e EW. Each Way E East EL Elevation ELEV Eleven. ED Equal EDP: EquipmentEXCVEk cavde EXH Exheust EXIST Exerting EXT Eden, FOC' Face of Concrete FOF Face of Finish FOM Face of Masonry FOS Face of Studs TOW Face of Wall FV Face of Veneer FBD. Fiberboard FCB: Fiber Came I Board FG' Fibs"FIN Finish FFE. Finished Floor Eleve- FA Flre All FE Fire E-gasher FPL Fireplace FLSH. F4 shmg FLP Floor FLOP Fluorescent FT Foot. Feet FTG Footing FND Foundation FR M Fe l Framing FRO. Furnished by Others FUR Furred GA GageGauge GAL Gdlon GL Glass. Gazing GI Gtily-sed iron GLBK Glass Block GLS Glue marded Beam GT Grout GRD Grade. Starting GNB Gypsum Wall Board HIND. Hand w - HDR . Header HTG. Healing HVAC Healing. Ventilation 8 A'r Conditioning HT: Height HC Hab.Core HOR: Hor¢ontal He Hose Ble IN: Inch INCL. Include ID:I ntude Diameter INS .Insulate INT'. Intenar INV Invert JNT Join JST: Joel K: Kip (1000 pounds) KSI: 1000 Pounds I Sq It KO'. Kiln Drietl KIT: KAchen LB Pound LAM. Laminated) LAV'. Lavatory LH. Left Hand L: Length LOA' Length Overall LT. Llgh LF Lineal Feet LL Live Load LVL. Laminated Vanier Lumber LVR Lowes MIL. Mil(0. 001 Inch) MFR' Manufacturer MO MasonryCpening MAX' Maxkrium MAS: Masonry MECH'. Mechanc(al) KID Medldne Cabinet MED Medium MDF' Medium Density Fberboad MDO Medium Density Overlay MBR: Menta MBATH. Mester Bath MMB: Membrane MTL Metal MAY Mdfwak MIN. Minimum MIR Maar MISC: Miscellaneous MOD: Module MLD: Moulding MILE Micro Laminae Beam NOW Nominal N North NIG' Win Contrera NTS N To Scale NO.N'Number O:N-Opla hle Window Section OBS. Obscure OC: On Center OR Opaque OPG: opening ORD: Ordinance OSB. Orientated Strand B -d OD. Outside Diameter OFCt OwnerFumlhad Conn orinaaled OFof Omer Famished. Own- badled OUR Overbill (Mul View) PMR. Paithed) PBD Paticlt Band PRT partition PVMT. Pavement PERF Perfume PLAS. Plad- PLAM: Plastic lam ride PLT Plate PLYWD Pywood PCC Priest Concrete PCF' Pounds/ Cubic Foot PLF Pounds I L near Foot PSF- Pounds l Square Foot PSI' Pounds l Square l rich PB F Prefabncred PRF Fred - PT Pressure Treated PL Property Lme PH Toilet Pap, Hang, OTY Quaintly OT Querry Tile RAD. Radius REF' Reference RFL Reoed(ad).(ive).(or) REFR: Rel REG Register RE Reinforced REDD Required RA. Return An REV Revision R Ra - RD Rod RBS' Rod and Sher RFG Roofing RM Room RO Rough Opening SEP Septic Tank I Dreinfied SCH Schedule SCN Screen SECT Sedan SGD Siding Glass Door SHTH Sheathing SHT Sheer SH. Shelf. Shelving SIM'. Similar SNL'. SliAh l S. Soah SLB: Slab SF' Square Fast SLD. Sutler( g) SPEC Specification SO Square STD: Spend to STV Stove STL Steel STR'. Structural SA'. Supply Air ED Sold Core SW' Shea Well S/S'. Stainless Steel SYS System TEL Telephone TEMP: Tempered TK: Tight Knot T&G Tongue end Groove TIO'. Top of TOC. Top of Concrete TOW: Top d Wall TB. T-18ar T Treed TS'. TubularStael TYR Typcal UL'. Underwriters Laboratory UNF. UnOmshed UNO Unless Noted Otherwise VB: Vapor Barney VAR Vanish VIF Verily In Fed VRN. Venser VERT Vertical VG- Vertical Grein VIN Vinyl Sheet WL Well WC'. Water Cbsel WH'. Wrier Healer WP- Watemrsohng WR'. Weather Resistant NRB Weather Resistant Barer WAR Welded Wne Fabric WWM: Waded Wre Mesh W. West WIN Window W/o Word WI Vista WD Wood X open CODE REVIEW PROJECT DATA ELEVATIONS FINISHED FLOOR +0'-0' (-740 N G V.D ) BASE FLOOD -0.40' (-700'N HV.D) ELEVATIONS ARE PER NATIONAL GEODETIC VERTICAL DATUM OF 1929 ADDRESS 554 PALM WAY GULF STREAM. FLORIDA 334811362 LEGAL DESCRIPTION POLO COVE S 50 FT OF LT 21 8 GULFSTREAM COVE PB24PI85 IT 1 8 W 41 FT OF LT 2. BOTH OF THE PUBLIC RECORDS OF PALM BEACH COUNTY. FLORIDA CONTROL NUMBER 20-43-46-03-02-000-0211 ZONING RS -C. GULF STREAM CORE FLOOD DATA FLOOD ZONE AE - BASE FLOOD ELEVATION 6 FT USE GROUP R-3. RESIDENTIAL SINGLE FAMILY CONSTRUCTION TYPE III -B ENERGY ZONE IA COMPLIANCE PLANS ARE COMPLIANT WITH 2017 FLORIDA BUILDING CODE AND APPLICABLE MUNICIPAL CODE AMENDMENTS SCOPE OF WORK The building scope of work Includes addamn of two balconies on the count devalon of the principal residence. appmximetely 10x17' each, designed to match exhting materwls and style. The south ellen-ward requires demok on of Ntm second kor windowswall reinforcement and refinishing A pan of doors with sideldes Are to be installed at each new balcony The north facade is be sMttically improved with new new was finishes and trimwarkreplacement of two north balcony beengsremora) of some shutters. new eKlerra Ighhng and replacement. The seework scope includes connecOng the north hedgerows as is visual buffer, enclosing the north parking pard with a gated fence and privacy walland is new palm In the northwest part of the see. LEGEND PLAN LEGEND ® CEMENT BOARD PROPOSED WALL SHEATHING CONCRETE SECTION L DEMOLISH SEE NOTES ill=1! EARTH ® EXISTING TO REMAIN PLYWOOD SHEATHING - - - - - ROOF I BUILDING TILE SECTION OVER PROPERTY LINE WOOD IN FL SECTION FLOORINGRING SPRAY FOAM P.I PARTITION TYPE INSULATION W1' WMDOWTYPE ( 036 1 DOOR TYPE Al 1 ELEVATION Al SECTION LOCATION MAP 20-01 LORENZETTI FL © Pa it 554 PALM WAY GULF STREAM FL 33483 rub . _e 11111,1111 laky. -11 GUIt Stream GMM (,;,b � SHEET AO.1 AO.2 AO.3 AO.4 A1.0 A1.1 A1.2 A1.3 A1.4 A2.OA A2.OB A2.1 A2.2 A2.3 A2.4 A3.1 A3.2 A4.1 A4.2 A5.1 A5.2 A5.3 A5.4 A5.5 Table of Contents Survey Photographs Perspectives & Renderings Existing Site Plan Site Plan & Landscape Plan Enlarged Site Plan Roof Plan Site Details Existing First Floor Plan Existing Second Floor Plan Demolition Plan First Floor Plan Second Floor Plan Electrical / Ceiling Plan North & South Elevations East & West Elevations Door Types and Schedules Details Structural Analysis & Notes Framing & Foundation Plans Structural Elevations & Sections Structural Details Structural Details • Thi. i, a ..pynphturl Jr.ixi'in� unJ Je.igii anJ -.hull n. n 1.. , rcpnxlui.J-,r ru. r.vJ unhrm x.rmcn perini..nn Inni ill nhrlocl/JcniAncr. •Thr.n ndmdJcvrily all Jnr .r>.inJ "p -1,11l c .r "'nr�.nire.riden�ar ,rr,rtr, Ink.t •'1'hen..1ClrrhvinC.un•mei ri. I, -l"t bl err. I;rr nHvrt•n.e u.v nlr RECEIVED 1J N 2020 own of Gulf Stream, FL 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 6112020 Landscape I Door framing 8 watered details Architecture Experience Inc. 133 NE 2nd Ave. if 14121 Miami'. FL 33132 786 589 0294 1 -,t,@archxo.com Archite tfP d Matthew Donooflei AR100035 SCOTT YETMAN D E S I G N 180 Peel, Suite 400, Momreal IQuebec) Canoda H3C 2G] 7.5149313389 F.51<9312105 www.conyehmemcom LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM. FL 33483 # 20-01 Table of Contents MID 6112020 AO r 1 As indicated Qv , !_ __4; s% :LIFT - 1 STATION _-_ r EX157-CAA OVER— `I - 7' QV 4P GAS TANK[�". ( _ --T'--�-rP$IS } - 7l , �1 .-s CN GUEST BALCONY OM r. - - 6 SF GUEST HOUSE -- -- -'+:� SECONDFLOOR UNCONDITIONED CONDITIONED GARAGE BELOW �) EXIST.J 749 SF GUESTHOUSE GENERATOR . 902 SIF _ v J EXIST. CONIC——__ -_ -- AIC PAD , BREEZEWAY COVERED PORCH � P$ CN EXUST 4 COVERED PORCH 57 SF `I ' ( HOSE ` 54 5E - +. Ate' BIBB _ EXIST. CONE. PAD X9.5 ^+ 1 I� FIRSTFLOOR PE PE I CONDITIONED 4716 SF I 1�1. wrvs,. r 11 EXISTING SEAWALL 01 EXISTING SITE PLANy r)� A1.0 ME: 3(32'=r -0 I • ,T 0 L : T. H, E LEGEND SITE AREA CALCULATIONS ISO FT.) TOTAL 38160 LANDSCAPE 21163 RESIDENCE FOOTPRINT 6773 CABANA 400 HARDSCAPE 8194 - -- ORIVEwav 3D32 POOL 732 PATIO 3652 WALKWAYS 4156 CONK. UTILITY PADS 256 EXIST. SITE WALL S. SITE DATA TABLE GROSS LOT AREA 38160 EFFECTIVE LOT AREA 36130 FARCALCULATIONS EXISTING 1STFLOORLMNG 4714 CEILINGS > 15' (DOUBLE) 2ND FLOOR LIVING 3238 iSTFLOOR COVERED -I NONNATIVE (PORCHES, OVERHANGS> 534 21/2) NON NATIVE 2ND FLOOR COVERED AWNINGS> 3' AND SCREEN ENCLOSURES @50% 2 GARAGE 904 GROSS FLOOR AREA 939D OUT BUILDINGS 400 FIRST 20,000 X 0.33 _ 6600 3226 9826 OVER 20,000 X 020 TOTAL ALLOWABLE FAR PER MANUAL 1 TOTAL HARDSCAPE AREA 8194 REQUIRED LANDSCAPE 7 AREA (LOT SIZE X 40%) 14452 ACTUAL @ LANDSCAPED 21163 OPEN SPACE AREA 55.46% PLANTSCHEOULE TAG QT SCIENTIFIC NAME COMMON NAME NOTES EXISTING CG fib CLUSIA GUTTIFERA I SMALL LEAF CLUSIA NON NATIVE SHRUB SHRUB • This is s copyrighted dewing and design and shell eat be uud. reproduced, or revised witboot wria- pemdssioa Som the arcW-Vdesigner. . Tbc —rove, is m chnkJv fy eU dimers— and rq ft au and/. omissions m the erchitecVdesigner prior m eocing my _& • Theu dmwtngs are not to he scaied, they ere fm mf— rely. frely. w,_tzs ECE11,_ JUN 15 2020 of Gul, Stream, FL D-1- II L E 27 26 25 24 23 22 21 20 19 18 17 16 15 14 -- 13 12 11 10 9 8 7 6 5 4 3 2 1 Architecture Experience Inc. 133 NE 2nd Ave, #1412 1 Miami, FL 33132 786-589-02941 info@arch—com Architect of Record: Matthew Ostmwsld ARlODD35 SCOTT YETMAN D E S, G N ISO Peal, 5uee 400, Montreal (0-b—) Canada H3C 2G7 1.514-9313389 F5149312105 Ww., rnyeemo� com LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33463 # 20-01 Existing Site Plan R 5)27,21)20 A1.0 AS INDICATED TREE SGHEW LE TAG Q SCIENTIFIC NAME COMMON NAME NOTES EXISTING DL 2 DYPSIS LUTESCENS ARECA PALM MULTI -I NONNATIVE I CN 18 COCOS NUCIFERA MAYALAN GREEN NON NATIVE COCONUT PALM PE 2 PYTCHOSPERMA ALEXANDER PALM NON NATIVE ELEGANS CU2 COCGLOBA WIFERA SEAGRAPE NATIVE MG 1 MAGNOLIA GRNOIFLORA LITTLE GEM MAGNOLIA NATIVE I OV 7 QUERCUS VIRGINIANA I LIVE OAK NATIVE PLANTSCHEOULE TAG QT SCIENTIFIC NAME COMMON NAME NOTES EXISTING CG fib CLUSIA GUTTIFERA I SMALL LEAF CLUSIA NON NATIVE SHRUB SHRUB • This is s copyrighted dewing and design and shell eat be uud. reproduced, or revised witboot wria- pemdssioa Som the arcW-Vdesigner. . Tbc —rove, is m chnkJv fy eU dimers— and rq ft au and/. omissions m the erchitecVdesigner prior m eocing my _& • Theu dmwtngs are not to he scaied, they ere fm mf— rely. frely. w,_tzs ECE11,_ JUN 15 2020 of Gul, Stream, FL D-1- II L E 27 26 25 24 23 22 21 20 19 18 17 16 15 14 -- 13 12 11 10 9 8 7 6 5 4 3 2 1 Architecture Experience Inc. 133 NE 2nd Ave, #1412 1 Miami, FL 33132 786-589-02941 info@arch—com Architect of Record: Matthew Ostmwsld ARlODD35 SCOTT YETMAN D E S, G N ISO Peal, 5uee 400, Montreal (0-b—) Canada H3C 2G7 1.514-9313389 F5149312105 Ww., rnyeemo� com LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33463 # 20-01 Existing Site Plan R 5)27,21)20 A1.0 AS INDICATED s EXIST. CAP OVER CN ;, LP GAS TANK �� . _ _ _ _ _ -I 1•" - GUEST BALCONY OtH CC� -1i ._- r 0 1 GUESTHOUSE ---- ----,- --- - - -- - UNCONDITIONED _ GARAGE BELOW - GUESTHOUSE 902 SF fa -- BREEZEWAY COVERED PORCH -.. COVERED PORCH 57 SF 54 SF . 'r - a ry EXIST. CONIC. PAVER PATIO EXISTING SEAWALL - --- 01 SITE & LANDSCAPE PLAN 1.1 SCALE: 3132" =1'-0' EXIST. HOSE BIBB -EXIST. CHAINLINK FENCE W/ 4HIGH PODOCARPUS HEDGE BOT H SIDES h f W EXIST. SITE WALLI cc ( I EXIST. CONIC. -EXIST. PLANTER W1 SHRUB, TYP. 1 T I CU 3 EXIST. CONIC. DOCK Tt h '�, 1i �5 �l Tr�Tif E " .1. A/C 8 PE CN LEGEND SITE AREA CALCULATIONS (SO .FT) _ 1:� (� VS TOTAL 38160 LANDSCAPE 21163 RESIDENCE FOOTPRINT 6773 CABANA 400 HARDSCAPE: 8194 DRIVEWAY 3032 POOL 732 PATIO 3652 f WALKWAYS 4156 CONG. UTILITY PADS 256 EXISTSITEWALL 1B PROPOSED CONSTRUCTION: 233 NEW PRIVACY WALL 12 NEW BALCONIES 1 221 NOTE: ALL SITE FEATURES ARE EXISTING UNLESS NOTED OTHERWISE. TOWN OF GULF STREAM SITE DATA TABLE GROSSLOTAREA 38160 EXISTING EFFECTIVE LOT AREA 36130 2 FAR CALCULATIONS EXISTING DEMO NEW NET 1ST FLOOR LMNG 4714 4714 CEILINGS> 15' (DOUBLE) 2 PYTCHOSPERMA ELEGANS ALEXANDER PALM 2ND FLOOR LIVING 3238 3238 1ST FLOOR COVERED NATIVE MG (PORCHES, OVERHANGS> 534 221 755 2112 7 QUERCUS VIRGINIAHA LIVE OAK 2ND FLOOR COVERED I- De Cx20 AWNINGS> T AND SCREEN - 21163 SF ENCLOSURES @ 50% 1150 S.F. _ - GI NATIVE VEGETATION PROVIDED GARAGE 904 - 904 GROSS FLOOR AREA 9390 9611 OUT BUILDINGS 400 400 TOTAL FLOOR AREA a TREES 10011 PROPOSED L TOTAL HU NUMBER OF NATIVE TREES PROVIDED _10 TREES FIRST 20,000 X 0.33 _ 6600 1. EMPTY FIELDS: WA OVER 20,000 X 0.20 3226 2. COVERED AREAS OVER ALLOWABLE FAA: 185 SQ.FT. TOTAL ALLOWABLE FAR 9826 3. COVERED AREAS WITHIN ALLOWABLE FAR: 570 SOFT. PER MANUAL TOTAL HARDSCAPE AREA 8194 4. FOR EVERY 1 SOFT OF COVERED AREAS OVER ALLOWABLE FAR., 2 SOFT. ARE OF COVERED MEAS ARE WITHIN ALLOWABLE FAR. REQUIRED LANDSCAPE 14452 AREA (LOT SIZE X 40%) 5. THE MAXIMUM FLOOR AREA IN EXCESS OF FAR, G LESS THAN 300 SOFT. PENDING APPROVAL OF SPECIAL EXCEPTION IN SEC. 70-72. ACTUAL @ LANDSCAPED. 21163 OPEN SPACE AREA 55.46% TREE DISPOSITION SCHEDULE TAG QTY SCIENTIFIC NAME COMMON NAME NOTES NUry nAlrve CO ALM EXISTING — — DL _— 2 DYPSIS LUTESCENS ARECA PALMMULT' NONNATIVE CN 1B COCOS NUCIFERA MAYALAN GREEN COCONUT PALM NON NATIVE PE 2 PYTCHOSPERMA ELEGANS ALEXANDER PALM NONNATIVE CU2 CG 3 CLUSMGUTTIFERA SMALL LEAF CLUSIA COCOLOBAUVIFERA SEAGR FE NATIVE MG 1 MAGNOLIA GRNDIFLORA LITTLE GEM MAGNOLIA NATIVE OV 7 QUERCUS VIRGINIAHA LIVE OAK NATIVE I- De Cx20 NEW - GG— 1 GOGOS NUGIFERA TUPU NUry nAlrve CO ALM — — PLANT SCHEDULE TAG QTY SCI ENIFIC HAVE I COMMON NAME NOTES EXISTING CG 80 CLUSIAGUTTIFERA SMALL LEAFCLUSIA NON NATIVE SHRUB SHRUB NEW _ CG 3 CLUSMGUTTIFERA SMALL LEAF CLUSIA NON NATIVE SHRUB - SHRUB REPLANT 11, ADD 3 NEW LANDSCAPE DATA TABLE A ,TOTAL LOT AREA _ 8 STRUCTURES PARKING WALKWAYS DRIVES ETC. _3B160 S 14987 S.F. _ C I TOTAL PERVIOUS LOT AREA C A - B _ 23193 S.F. _ D AREA OFSHRUBS AND GROUND COVER REQUIRED 4639 SF. De Cx20 E AREA OF SHRUBS AND GROUND COVER PROVIDED _ _ 21163 SF F NATIVE VEGETATKIN REWIRED F= D..25 - 1150 S.F. _ - GI NATIVE VEGETATION PROVIDED 3A43 SF. H TOTAL NUMBER OF TREES EXISTING ON SITE 35 _TREES I TOTAL NUMBER OF TREES REQUIRED -20 TREES I=I(A125W SF) -(HIL J TOTAL NUMBER OF TREES ON PLAN PROVIDED 36 _TREES KTOTAL=1(HNUMBEROFNATNETREE5 REQUIRED a TREES K L TOTAL HU NUMBER OF NATIVE TREES PROVIDED _10 TREES • This is a copyrighted drawing and design end ehall not be used, reproduced, m vised without wriNen pmeisace from the —hi-vdesigna. • The contractor is m check/venfy all dimemicvs aad report all — and/or omissiom b the amhimNdeagner In. ro encmg say work. • These drawings are not w be scaled, they art fm reference use _ly. RECEI @ J U N 5 2020 )(Nn of Gulf Stream, Fl _ D=tai_ umne. L. [� fr�wn9 Idumn�r-Cetons Iccati.v, 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 61112020 SHRUB LAYOUT, SITE DEMO PLAN Liz Architecture Experience Inc. 133 NE 2nd Ave, #1412 1 Miami, FL 33132 786-589-0294 I Info@amhxo.eom Architect ofcmd: Re Matlhaw Osft M ARlOW35 SCOTT YETMAN D E 5 1 G N 180 Peel, SO. 400, Monlreol (Guebac) Cosado 113C 2G7 7.514.931-3389 F5149312105 www.acntyeaana.cam LCIRENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Site Plan R.O. 6,112020 A1.1 AS INDICATED " T h i s i s a c o p y r i g h t e d d r a w i n g a n d d i ; a a n d s h a l l a s b e u s e d . r e p r o d u c e d , o r r e v i s e d w i t h o u t - i p e s m a - f r o m t h e h i - u d a a i p e r . . T h e c o a t r o o m i s b c h . k / - d f y a n d i m a a w . e r d r e p o r t a l l m d / m o m i s s i o n s t o t h e a r c h - Y d m W i g p r i m m e u c i e g m y & " ' ( h e s e d , . d p a r e w t t o b e s c a l e d t h e y a r e f m r e f e r e n c e u s e o n l y . J U I N 5 2 0 1 0 n o f G u l f S t r e a m , F L A G e t a t l I d v n ��b e r B o r . , ��, . r ����3 1 6 / 1 1 2 0 2 0 1 S H R U B L A Y O U T , S I T E D E M O P L A N I o = s , n p l - r A r c h i t e c t u r e E x p e r i e n c e I n c . 1 3 3 N E 2 n d A v e , # 1 4 1 2 1 M i a m i , F L 3 3 1 3 2 7 8 6 5 8 9 - 0 2 9 4 I i n f o @ a m h x c m i A r c h i t e c t o f R e c o r d : . h O s t k i A R 1 0 0 0 3 5 S C O T T Y E T M A N D E 5 1 G N 1 8 0 P e a l , 5 u n e 4 0 0 , M o n t r e , l ( O u e b a c ) C o n a d a H 3 C 2 G ] T . 5 1 4 ��9 3 1 3 3 8 9 F 5 1 - 3 1 2 1 0 5 . . . . w . . ��o m a r , n n n . e o m L O R E N Z E T T I R E S I D E N C E 5 5 4 P A L M W A Y G U L F S T R E A M , F L 3 3 4 8 3 # 2 0 - 0 1 E n l a r g e d S i t e P l a n R z o o A 1 . 2 A S I N D I C A T E D " T M s i s a c o p y r i g h t e d d o w i n g e n d d e s i g n e n d s h e l l n o t b e u s e d Q' m p m d o c e d , o , r e v i s e d w i t h o u t w r i t t e n p e r m i s s i o n f r o m t h n e ��5 i t c n v d e s i g . i " T h e c o n t r a c t o r i s m c h o o k / v i f y e l l d i m m s i o m s a n d r e p o r t a l l Y 8 x D t r s B B 4 3 Y , . . i i n g o m i s s s o m s t o N e e m h i t e c U d e s i g n e r y r i o r t o m k . I f - t C e . , C ` I S I - " T h e s e d r t w g g s v e o o t t o b e s c a l e d , N r y e r e f o r r e f e s a , c e u s e o n l y . I L e r r F . ��4 F , F , m x e n u 0 . e a F a s o a a n w . , , : a o P E . r m . J U N 5 2 0 7 0 m . r . J T o w n o f G u l f S t r e a m , F L I e I �� I ��I A E " ' I " 7 " ' D - � B D . m a N u m b e r - D e m a I - - 1 , m n I I I I 2 7 J 2 6 $ 2 4 L - - 2 3 2 2 2 1 u . : , r s x b " , a a w " 2 0 1 _ I I a W 1 9 4 1 8 - 1 7 1 6 1 5 1 4 s 1 3 1 2 L ��- - - - - ��- - - L L �� L 1 0 9 6 4 3 2 _ I A r c h i t e c t u r e E x p e r i e n c e I n c . 1 3 3 N E 2 n d A v e . f t 1 4 1 2 M i a m i , F L 3 3 1 3 2 7 W 5 8 9 - 0 2 9 4 1 n f b @ a m h x o . e a m A m h l t e a t o f s e c u r d : M a t t h e w O S h o w W A R I O D 0 3 5 S C O T T Y E T M A N D E S i G N 1 8 0 P e e l , 5 , l o O 4 0 0 , M - 1 - 1 ( G - b - ) C . d o H K 2 G 7 i 5 1 4 w . s 3 w x 3 8 9 F . 5 I a - 9 3 1 - 2 1 0 5 J c o f l y e l m a n . c o m e ' �� - a L O R E N Z E T T I R E S I D E N C E L 5 5 4 P A L M W A Y y - - ��- G U L F S T R E A M , F L 3 3 4 8 3 P { I - - - - - - - - - - # 2 0 - 0 1 ��, , r s , z s l , r s , Y a v t r , a r o W - - - - - R o o f P l a n 0 1 R O O F P L A N " � ' R D A 1 . 3 S a d e : 3 1 1 6 " = r - 0 6 1 1 / 2 0 2 0 �� A 1 . J I A S I N D I C A T E D -- ----- II I I I I I I I I I I I I I I I I I ,I I I � I I I L®wm I I I I I I I I i I I I I II I I I 1 I y I /T® I I I \ I I I PLAYROOM mwl I 1 l I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I SART ; I Amd I II I II I I I I I I I 1 EXISTING FLOOR PLAN ,O SCALE. 311E-1'-0' LOUNGE Flayl LIVING ROOM I I I — I I II I I i I I DINING I � I I I I I II I BREAKFAST 0 r --------------------------------- I I I I I I II I I I 1 I I I I FALL MUDROOM I D COVERED ENTRY II ,. i I I I \ I I I I I I I I FAMILY ROOM I Ll I I I I I I III I i I I II — II F�' I I STUDY ®mn I -- I I I I BATHS II CLOSET Cm n I I I I STORAGE I ® I 0 _ U HALL ® I STORAGE - F rim II I I G®E . This ie a copyrighted d—mg and design and shall not be used mp,odaced, m revised —h—,Ti trn pennissim Som the —bi,.Ydesigner. . The caotrac[or is m 6.k/—ify ell dimrnsims and>ep- ell md/or—iiiiiona ro the—hitM/desig—prior to rnciug my work. • These d—g, are not to be scaled, they ere for mf ce use only. JUN 5' 2020 Town of Gulf Stream, FI A Nerve member EB 2111—g Nemecr-eemus 1111c 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Architecture Experience Inc. 133 NE 2nd Ave, #14121 Ni FL 33132 7811 in to@ archxo.wm Amhitad of Remrd' MaBhaw OSW—ki ARID0035 SCOTT YETMAN D E 5 I G N 180 Peel, Suite 400, M—real IOuebecl Canada i 2G7 T.514931.338? F51,F9312105 www.sco,ryaima� com LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Existing Floor Plan MID /� Q INDICATED AT (, 2 a 0/ 20 AS INDICATED i � I � I I � I i I I BATH#a j \ �; ---- \ I IEED S IF ElmI HER t i _ C ;OSET 11. i i BEDROOM IIl BEDROOM p3 ® ii BEDROOM I BATH #3 ® I I I I � ll ® 1 I I CLOS I I HALL MASTER 111 II k ® HALL I �-----------� I III 1 II \ nrlL M ecwEDR R uro.l 1 NEW 1 i �� CEOS ail BATH. VEST_ ® \ / ERH ® CLOSET NI BEDROOM#1 /X\ ATH C� i LAUNDRY ----------- G ___= III f5� au rat Q it I I II it I it II EXERCISE I I ® GES 11 ®------------- CL II 0 CLOSET -a Jm Fu• Du Imnr� o� r, LOFT up ROOM EMSTINGSUTNG J� _ROOM GUEST 8AT®FI Q 1 EXISTING 2ND FLOOR PLAN .0 SCAIE.3116'=V'7 • his is a copyrighted drawing and design.d shell - be -d, reproduced,. revised with..--pumi-- U.. the —h.1c d.,gce • The ..mrac.r u w check/verify all dim io and report MI and/or to the—hit.Ydesigoer prior to e.c.g a.y work. • hese dm part not t. be scaled, they ere f ref a use ..y. Nips JUN 0, 2020 Town of Gulf Stream, FL A D=tau Number n B Dr. ing Number—Det.11s IJ_It- 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 6 7 6 5 4 3 2 1 ce Architecture Experience Inc. 133 HE 2nd Ave, #14121 Mon. FL 33132 186589-02941 inl.@ ..hm.-. Amh'Ihxt M Remrd: MaUh- Ost. ki ARI DD035 SCOTT YETMAN D E 5 1 G N 180 Peel, Suite 400, Montreal 10ueb•cl C ... d. H3C 2G/ T511931338o F,51.931-2105 www.sco#yetmon.com LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Existing Second Floor Plan M.O. — 5,2612020 A2 a 0 B AS INDICATED 1 EXISTING I DEMOLITION SECOND FLOOR PLAN A2.1 SCALE: 116' -------------1-1 II III I Il i I� I I I I I II I I I II II I I II I I - I — — -J I I II II II I I II II i I I r-------------- ----------� II 11 • This is a wpynghted drawing end design sad shell em be used. reproduced, or mvised without wrihm ls-nissim sora 8m —hitect/desigaer. . The eash—tor is m check/-nfy all dimensions sad report all mhos omissions to the erchileNdesigrmr pnm a erring my wok. • These drawings em his, b be smled, they she for reference uta amy. JUN 5 2020 "own of Gulf Stream, rL \ 4 D=tou Number . -1 6' Uro Ing Number—Details -¢ t, 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Architecture Experience Inc. 133 NE 2nd Ave, #1412 I Miami, FL 33132 7WMM2941 ildo@amhx—m Architect of Ramn1: Ma._.,_ki AR100035 SCOTT YETMAN D E 5 1 G N 180 Pael, Suife s00, Montreal IGlsebecl Canado H3C 2G] i.51d931-3389 F.5119312105 www.acofyerman.com LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Demolition Plan MO -- - 5,27/2020A2. 1 1/4"= V-0'. 14"=1'-0" 26-1017 7d _--_ 17-T7S tl' 11'31? 71I,,11' 11'-310 11 ❑ 7-________�I t A3.1 A3.1 A61 r------ - - - - - - - -- A52 2 III III 2 rI--t-------------------------------- - - - - - I II I - II I ��------------� �-- - - �rr`_ � ill - -------- --------------------------- I � III III 1 III 'I 'I I I I I I II I I I I I I I I I I I I I I RPROP03ED m — PROPOSED -------— eucorvAeovE Tav' r • rr 1? r-11. DINING 7. 1131? 2133-4• I I I I I 'i. I I toe I I I I I I I I I I II lil I I I I I I I I I I I I I I I LOUNGE BREAKFAST LOGGIA#1 I'I l OG l-0 114 FAMILY l ROOM 115 - - - - - - - - - - - - - - - - - - - - - - - - - - a I I AFF I I I I I I HALL IF 709 I I I a I I I I kR' �� I I I I I I I I I I II I I II I I I I I I I I II II II I I I I I I I I I I I I I I I I I II II I I I I I I I I I I I I II I I I I I LI_ _ I, EMT. 102 t FIRST FLOOR PLAN A2.2 SCP1E: 116'=,'-0' PLAYROOM 03 II I I I I I I I I I I I I II II I I I I I I I I LIVING ROOM F-1-017 AAR RB no I r_F ore ''ol FOYER too �rta— COVERED ENTRY NTM 24 STUDY 116 DF fsN OOM H1ALL MzFl DR CLOSET m BO ne _. 5117 STORAGE ,. HALL _ 125 COVERED ENTRY i STORAGE I i C 126 II II I I I I II II I I II lil ---JI I ---J I I I I I I I II II II II I I I I I I l II II II II I I II I I I I II II II II I I I I I I I I - II II II I 1 I I I I ll I II II I I I 11 LfP I I II I I I I .This is a copyrighted drawing end design and shalt = be used. repradat.d, —And -1h.. --p—..ion fora the aroW-Vd-grim. • The c.0lracmr is m check/-ify aH di—i- evd report all and/or-dniosss to the-h-Vde.igner poor to seting any work. • The.e drawings ase vot fn be stated, they art for mfaence use only. JUN t5 2 fown of Gulf Stream A 1 �e,ta la nFlr 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Architecture Experience Inc. 133 NE 2nd Ave, #14121 Miami, FL 33132 786-589-02941 Inf.@..hx0.eom Aschil t VR -rd: Matthew Osb ki ARI W035 SCOTT YETMAN D E 5 1 G N 180 Peal, 5vne 400, Montreal (0eabec) Coned. H3C 2G7 T51d-931-3389 F.51a9312105 www.ac.xyelm.n.c.m LORENZE171 RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 First Floor Plan MO 5/2712020 _ A2.2 2 114" = V-0" TITLE NOTES. - THIS SURVEY SHOWS ALL EASEMENTS AID RIGHTS OF WAY AS SHOWN ON OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ARE COhNv1/TMENT, SCHEDULE B—lI, COMWIT11VENT NUACER 521126, DATED 15.01 150' NOVEMBER 22, 2017 120.0• AVRTH LINE LOT 21 ®® UNABLE TO DETERMINE /F DEED BOOK 1038, PAGE 483 AND (FLAT BOLYC 24, PAGE 73) ' DEED BOOK 1160, PAGE 637, AFFECTS SUBJECT PARCEL. ® r2-11 PARCEL SUBJECT TO REMOVAL AGREEMENT AS RECORDED IN ORB. 25971, PAGE 56. N o � L 0 T 2 1© CERTIFIED TO: BARRY F. LORENZETTI F �D a.O R� r NATIONAL BANK OF CANADA of 120.00' FIX,M I.R. FRANK WEINBERG BLACK, PL. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY I LET STA7ITN-0 HNj LOT 21 3� o PAVED OFB WASHER PAL"AY ELEVATUN +289 m © MITI - (ORB 6727 PACE 55) LOT 21 PLAT BOOK 24, PAGE 73) � 81.O ' LOT 1 (FLAT BOT'( 24, PAGE 155) t]W.M. UBo 59.0' FO(.I•D LR 00( 5/8" RTV �10• DRAM EA (KAT 600K 24, PAGE ) W \� ROD (Atl M.AQER) CAP OVER LPO B R I C K j GAS TAW � H539.9gJL GARAGE 25' X +501 L Y FTP LP. N " GAS TAW� G U 4.8'o m ¢ ro o± COACY�7F Q coAC i 4.8' COVD. CTM:'. b 225' 14.T Q FLOOR h Q op'Sa e p +580 0 0 J. 11 4.0' v, N FLOOR +599 N 1 & 2 STORY RESIDENCE O ~ �4- (� p 35' ¢554 17.T L 0 T 1 WALL - 0.6 I i GWarE COVERED JIE COVE7dD Y r%� CITE C O N C R E Ca REQ U 17.5• 136' I 3 L__ 55 N ztsL---J 1STORY 36.a ° 269' B1ULDING C O N C R E T E P 0 O L 1 C O N C R I E T E CONCRETE BUJgEAD CAP CT+K�TE DOCK 5' BLLKhEAD LAE-'. 201.00' I I R AOT SE7 IN WATER ¢ NORTH COVE LEGEND: = CENTERLINE CONC. = CONCRETE A/C & P.E. = CONC A/C & POOL EQUIPMENT PAD GEN. = CONC. GENERATOR PAD COV•D. = COVERED I.R. = 5/8" IRON ROD WITH CAP #LB 353 N.D. = NAIL & DISK #LB 353 W = WATER METER U.B. = UTILITY BOX B.F.P. = BACKFLOW PREVENTER * = CHAIN LINK FENCE = OVERHEAD UTILITY LINES +2.89 = ELEVATION BASED ON NORTH AMERICAN VERTICAL DATUM 1988. SOURCE.FLORIDA GEOLOGICAL SURVEY BENCH MARK #835 FLOOD ZONE AE (EL 6) (N.A.V.D. 1988) COMMUNITY PANEL N0. 125102 0981 SUFFIX F MAP REVISED. OCTOBER 5, 2017 NOTE ALL BOUNDARY LINES AND ANGULAR DIMENSIONS ARE PLAT AND SURVEY UNLESS STATED OTHERWISE. ALL DIMENSIONS SHOWN HEREON ARE BASED ON THE STANDARD U.S. FOOT THIS SURVEY HAS ACHEVED A MINMUM LEVEL OF CLOSURE OF 1 FOOT IN 10,000 FEET AS REQURED FOR COMMERCIAL/HIGH RISK PROPERTY CLOSURE WAS ACHIEVED BASED ON A REDLINDANCY OF MEASUREMENTS FOR VERTICAL, HORIZONTAL AND ANGULAR DIMENSIONS NO TIRE WAS REVIEWED OR SEARCH OF THE PUBLIC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SUBJECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UNDERGROUND FOOTERS ® = REFER TO ITEM NUMBER IN SCHEDULE B—II OF TITLE COMMTMENT DESCRIPTION. LOT 1 AND THE WEST 41.0 FEET OF LOT 2, GULF STREAM COVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. TOGETHER WITH THE SOUTH HALF (S 1/2) OF LOT 21, POLO COVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 73, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. RC MAP OF BOUNDARY SURVEY SITE ADDRESS- 554 PALM WAY DEL RAY BEACH, FLORIDA 33483 I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.02J7,, FLORIDADSTATUTES 9--11). . PAUL D. ENGLE NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SLRVEYOR AND MAPPER. CEIVED Gulf Stream, FL h ct Ln 0 V Q bA Z. i W ii 2 O N EN u cz v W N w 75 M oA '.O cz ct dd+'+ O v O w C7 m 0 1.4 O ra. P�o O cu O Q ca W ii 2 O N EN u cz v W N w 75 M oA '.O cz ct dd+'+ O v O w C7 m 0 ca a � m o o ca o � y u C bf) V O e� O ,� V .-i CZ M > O o ° C) ° O 4-1 � M a ° ° �n .� o ~ 4 U) (n O v y oct ori OO P-,O� o v cVn a Q) tin 10 O164 , ~ O to O 0 O A cz c �--4 O ,� +, +• +• cz A° �� o �� W N N ��o L L i j L U L L o � U x m o c ( C � c O a C ) m > �� o i E f g i n ��a o i � ��f 7 E O a e O O �� ` \ o O C i O ~ N C C L L Q �� o a - 0 M y r o t o C D c � �� �� L C t 0 [ q a O c v . O 0 C . U g E 5 - 2 . o o m O > 0 ����" c o C � c o o - a t e E E 0 0 0 0 0 C D �� f U 6 ' O . G m s C 0 C L �� f 9 O d L O C - L L 0 m N m " 5 ? . m U L N d E a E O O ) ` p O N 1 E E > U L 1 �� Q O �� ��- , o U m c 6 E d ��p J Z L i > �� C a ? �� O O a ` m ( D N C L I L I L : 1 1 1 r N c o v Q Q Q Q m �� N �� c L L o � U x m o c ( C � c O a C ) m > t t i r o m C c t i f 4 m U o m C 0 �� o > U o 0 r n C 7 ' 0 M ' m o c o ) U U c c L ) o C o s . m c c m w 5 � - - ' U L i 7 U m > v L L Q O O �� o , ] p I t Q D O U Z o c o c z C L m - - 0 O _ O G m p 0 = O C D ) > ' t 0 O m r . W r - �� C : C I D u j 0 X L O t e E o L L ^ N U z Q C U ( l J E O 0 7 0 ) U ) < U v m i a ` O o o c Q a C �� t o ( D F �� � < - N i r - N Q Q m m m U U C N i c L L o � U x m ( C � c O a m > t t i C c t i f 4 m U �� 0 �� o o ' 0 M ' o c o ) U U c c L ) o m w 5 � - - ' U L i 7 U m > L L Q O � - a Q 4 0 D O U �� z C L 4 O O m E m - - 0 O _ O G m p 0 = O C D ) > ' t 0 O m r . W r - �� C : C I D u j 0 X L O t e E o L L ^ N U z Q C U ( l J E O 0 7 0 ) U ) < U v m i a ` O o o c Q a C �� t o ( D F �� � < - N i r - N Q Q m m m U U C N i O Q f x m m t t i m U �� 0 �� o � t o Q M ' Q c c L ) o U L i m > O O � - a D �� z C L O O O m 7 E ( D C C � o C ) N m Q 0 ) Q S r f Q C C O O 0 V O ! o ��a E " U = y U U O < U O a ( D C O a x w ZzMPqmWMMlnrw- 3 c �+ O IM` C o`a'r Q) O U L F— m E @ a a) 000-0 p O m O •C 2 O m m =cncna- �=wHCDU m cn o U 7 L NU t0 mQ oa) L 0 O �U U � a) � m (Dm a ,_ 0 CD 3 D O U � m cn L 0 0 E O C O C 0o CU p a) N a) � a) •c L � � U O L i > y m �3a) O U a) O 0 C 0- O X- cn LO m L U "O a) 1 O) L (O Q Q Q c c cu Q) C p Q E O M a) O c a o c a) a) U 0 co Co 0 Z > a (1) (,)0 a O ai Q) m L E a) lz p co O x p O C p U a) U a, •o Z a) ,�oc' maci Q � uE C O O} .N N o E = 0 a) 'E 0.0 mUa�ca 2 0 4ca. C ccO oOc Lz:^Na>+N c O O^a aU) - on o E a^ a) mm fl p CO O LU C 0aO a)c a Qo O>, O C m a NEf7O a) 0 O a O a U Q 6 cn U L _ C a) a) o (n D w a) "� = OL O �L a) 3L Q vm>- o :3c ac Oin o Q� EEcU LLL E > m C c,3 aQ > > > o -C- a)s a)� a c > .r U a •O O o p O r- 0 7 c '� Q U a> > a) > O O Q N C CU C c� UJ U) (LO } 4O GoC mQ)a m aa�O .� C 0O U VCo � Z E aOC o>. pO OL W > O N O C '' O N w O N to a O C p L p a) >+ } a)} O o O p i- C O N M d U a) U Q Q Q Q Q a a) Lj a � U k Lo O a -p ZZ) o� 'm m O O o F- Q) (/) :s Z ;fl O c Q) w U �l o � C-. m O U U p_ Z Q) OC oa C d c B Cl. o a p "O N a) C Ci f�02 m J W ® Q N Q U O O ~ C C C a) cn a) LL O W Q Z O U � cp >.,� � cn_ c G c F mcno U Q f0 L Cl. Cl)d d COO C t_nCL EO C OU (0 C UO. V O O) U 4) > O U) Q9 C 0 U a) to N Q E U Q c O C c cn W U Q) .Q v. + � r Q (V Q M q E° Q a d C O a x w ZzMPqmWMMlnrw- 3 c �+ O IM` C o`a'r Q) O U L F— m E @ a a) 000-0 p O m O •C 2 O m m =cncna- �=wHCDU m cn o U 7 L NU t0 mQ oa) L 0 O �U U � a) � m (Dm a ,_ 0 CD 3 D O U � m cn L 0 0 E O C O C 0o CU p a) N a) � a) •c L � � U O L i > y m �3a) O U a) O 0 C 0- O X- cn LO m L U "O a) 1 O) L (O Q Q Q c c cu Q) C p Q E O M a) O c a o c a) a) U 0 co Co 0 Z > a (1) (,)0 a O ai Q) m L E a) lz p co O x p O C p U a) U a, •o Z a) ,�oc' maci Q � uE C O O} .N N o E = 0 a) 'E 0.0 mUa�ca 2 0 4ca. C ccO oOc Lz:^Na>+N c O O^a aU) - on o E a^ a) mm fl p CO O LU C 0aO a)c a Qo O>, O C m a NEf7O a) 0 O a O a U Q 6 cn U L _ C a) a) o (n D w a) "� = OL O �L a) 3L Q vm>- o :3c ac Oin o Q� EEcU LLL E > m C c,3 aQ > > > o -C- a)s a)� a c > .r U a •O O o p O r- 0 7 c '� Q U a> > a) > O O Q N C CU C c� UJ U) (LO } 4O GoC mQ)a m aa�O .� C 0O U VCo � Z E aOC o>. pO OL W > O N O C '' O N w O N to a O C p L p a) >+ } a)} O o O p i- C O N M d U a) U Q Q Q Q Q a a) Cl. a) N 0 CL 0 a c� N m ca E a) E m U ca CL f6 L V O O O N co Q Q E 0 U - co 0 a CL Q a) m Cl. 3 C _ t� U O 0) C > > tit D O O !'V C � >, N D m c e -0 LU c=ca N Q3cu a) O > LO ca a O N V O N CD co 0 N o V) ca CL n LU CL a) (� L a) CO Z !-- O 0 N CD fCL D U � U a) (p O O Cl) O c (V a) () a g cn c L a) E E m m Q) � > c0 r- O a) N (D � C.. 'D O C O o o Z C a) ca c E a) E p E n c C w += _cu L _N O a) o -0 _m L- co ca — E > E E CD � CD > o _ a) O c`' a) 0 ca 170 o c 0 f0 a) E m O -C .0 a) cn c > L O L •� Q > N d aUi o C N cu a) N 0 a) E m co > "� N > J 7 o OC cn V a) > a) O L L)N 6 p C O Q in m E 0 U c a) O O C -a O O > (II ea > >, 3 Q a) ca °) CD -0 E y- oo 0 N -0a) ap) N a) U > ci O E O N c a)a) cc O a) -0 ca L 0 L)y m m ° p o a � c is a ca g• om c c Z o C t`a E ` a) n o a c a) in w m U O n .� p N N N w b N N (0 c.i > .? E 'C N n ca -0 c � N c n o 0 N C: c o c c _0 _0 cco U (0 Q O Q >, d C � p� m C O cvE c cn X o E > a) >o E 0) N n c of N c E cca Lli c co c O o m a) 0) a Z w � � a) a) a) v m •N m a) N C •E N ca cv .0 > .0 cv .� �, C U U N O N cn (6 N a) a) V is .N 3 �e- = a) } N O N Y C7 w °) c6 w w 2 ca o 0 D O 2 2 CD a) o m m O .O N c7 to O N M O N c7 IL am m ao m ao a cU U cU a o 0 0 > > > > > v - - - o F0- oQ Cl. a) N 0 CL 0 a c� N m ca E a) E m U ca CL f6 L V O O O N co Q Q E 0 U - co 0 a CL Q \ w U. c ƒ § ) § \ E / f 5 (D c E / $ \ f k \ / / ( § N / E ( _ E t n m LO / & C) / � C < E LL f « Cl. k 2 2 § ) / ƒ £ R 0 k $ \ R 2 = 5 T) / a \ / / ƒ / / 0 0 e 0)} $ k \ # LAO \ G�) q / / 6 » ) c _ 7 LA i _ / CL 2 0 0 o C k a) 5 E G § 0 _ \ 2 / $ / > k / § § m f = \0 L > ƒ 0 § / \ 2 a Cl. OL $ 2 & @ . / 0' 7 \ f ■ o0 7 \ x E -0 � LU y 2 / \ 2 / U/ / \ \ g . 2 b ■ m o U) & n cn =5 @ = c ± = o b = m S S \ j/ a) /2 k \k 0 k m 0) & � / m = [ \ 2 2 £ U) / \ 3 f f R/ 7 ® e y 5 f$ \/ w ƒ 2 4 / & 4 ¥ 4 \ \ / @ 2 u u w 2 2 2 \ / \ \ w U. c ƒ § ) § \ E / f 5 (D c E / $ \ f k \ / / ( § N / E ( _ E t n m LO / & C) / � C < E LL 199 O O O N M Q Q E 0 LL O a CL Q cu 0 ,q J Q C D p O Z C O C O — Z n to cu E O E O U O O CD i & > d a) vOi } u 7 p L M E O a) c�0 a)U _ O Cl.C`• �_ O O L coCD a) '0L C _ C C Z a) O co N to U "o O L Q) O O L co c0 } Ccn U = O E O �M a) -C> a) > O O Q) U C N C O o N LO cu NO _ (nO p L) (0 m s CL m C C0 4) O d U CO N C f0 (6 Wr o N a N p N a� co a) 0 E > a) a) E p EW- U U CCD U p c E c0 N a (0 O a ?! c0 U O > O C ULO. N U c N Z O LO U CD p C C O m X .--� a) ` y d C a _ O C L TO a) -- O O Cfl C (n c_ O N 4) O 0 U co En a) a> p O t V- "O c co > a) En L N } c p L) a W C p L is Cl. o -0 � E U o � E a 3 c a> _0 C E 0 M o a cn a c o m c o >, c c co co c V a U =3 0 a>Z C L o 0 (na a p o- a) a) > co > .. a co v 'o o c o co N �, o c > O v U N Z p N O� c� V cn a OU c U c -oa U) c U c co p +� c co � 2 >, c c (n} j C` c o c a p N O� C O i (6 N E p _ -p U 10 O CO ` > O .O C'4 Q (0 0 E U co = O CI. p > oo a) J p a� 3 7 > o > O p U U N voi � a� O- L) w — C� o U E w �-0 n a o mt 0 a L) m a) m E c �' a, � (0 O O co CL O L a) o a N N O w C Q) a "O C.. �n N C (`0 �O C O U O U C C C ca v (0 •-_ �o>v U1 p L L L L_0 m cu O d — O W 2 c o W o (� v li H c U O N C'7 4 L6 Ln 3 IL c? (D - F0 U' 199 O O O N M Q Q E 0 LL O a CL Q �� R C l . a l m \ : / 0 0 c : k 2 k / f / C l ) _ E � / I 2 z 0 Q �% �� 0 U . z �� � z 0 @ I L 0 & �� � C L ��� � c k c 0 / � 2 E � \ \ � o �� �� 0 0 \ \ / 2 ��$ � t k k \ �� \ k c o ( T j \ t M C ��L � � ' c 0 & c x c � o E � � �� 0 . / > m � o C l ) / �� o �� 2 % \ f e � [ � \ . 2 f o o & � \ @ � w & / \ \ / �� \ m � F z \ / k / \ \ 2 o a � �� � i E O C�mU � z Q w m�m rr, On O U U z < W Q n ry O wW � U) 0 O w ry E - E --OU w n- U W W � n n- O w O U mew n< Q :2i O U U� mmm w(-0U=no � Q N I CD n C3nWw z 0-) < z U z Q U� D z w oo�o 0 C� ��- - U U a ,Lvi Date Elect =ire I ®O V3, ED FOR CODE COMHUANUt 'h I o10OLDParmit No.13L 6-1-f-9 1$ ng/Zoning Irriga ion Envir3nmental Se+vio9as .7,ni aorinn - i— - t 1 r-,.-e- • ��t � 'fir' Ep RECEIV TOWN OF -GULF STREAM A 100 SEA ROAD PR 2 3 2020 GULF STREAM, FLORIDA 33483 Town of Gulf Skia& &zTztf( lD f=CENTailm A/C - CaCIUE A/C PAD . CA - CENTRAL AAGUI DRB - L1Txw RECORDS BOCK FLOOD ZOW, X IS I TE Co PY cO WTY PANEL W_ 125V9 MAP A& 2099CO981 9fFTX F - ffFECRVE DATE OCTOEER 5, 2017 ALL DW4.V N6 WkW BASED ON STAMAH7 J US FOOT -�- THS SLR(EY AEi75 7FE CLosur. CL 1 FOOT PER 0,000 fEET AS REOMED FOR COWE?GAL HGH RW FROI RTY /,(/ / V U 7H5 SLR�EY NAS FOfYID A A0 FEE LEVEL OF LYDAFi OF 1 FOOT N AZ000 FEET AS !3IX/tED FORMfhr]AL/FK?T RSK C RR'YER7Y CLWAS ACl"C BASfD ON . , ./C I . •� S y .7 WRZCh7AL MD & LAR DA£N9ONS VFR7�C'AL 44++ NO RBRffACE SEk" WAS MALL FOR UTLTES OP A/ tt Uzv?GTam FOOTERS /Yid ✓a S LA O l /� O£SCRW TT/CAt i I _/'r �A 7� I tJ I : f �[^7 • LOT 9, GUF STREAM A4�ER7a ACC00CIC f y Ir To TTE HAT T} WOW AS fK00f 1ED 14 PLAT BOOK 1A PAC£ 27, P(B.,C WCORDS OF PALM aFACH `,. LaNTY,, FL000A j Imo/ `s fL ^ LJ �� ODVTAMC a'615 SaARE FELT MDQ OP LESS �R � �,,� I t s�cwh 5.�,►,r,�.ro�! S TITLE MOTES /� 1L THS SURVEY 91OWS ALL EASFl£NTS Aro RAFTS OF WAY AS 9'10*N ON SOEVUE B-4 CF M W QI �! d T / _ • RffLaX N4 MW PSCRAACE COWAINY� COW47WNT M.AMR 795574 DA 70 OCTOSER 5, 2019. FARM Q?ANTED ACCESS E AS WC D DEEOCEAN D BOOKC747, PALL 29 Ccvt S. MED T t�z C�RT7F7ED ra. • O W I1 t �� 3054 GULF S7REAM LLC ('W E • s U4OWLLAN & STANLEY, PLLC SOK4% . CLD RMWC 7TRE fZZRAA.CE COWANY G L, - 1 MAP OF AS -BUIL T SURVEY SITE ADDRESS• J054 GI FSTREAM ROAD GLIF STREAP4 FLORroA J3483 PARCEL CONTROL AV 20-4J-46-03-05-000-0790 � i[Taar aRm nur nn xrxr WAs wcr LNrR w ALS'G�L ouecr BOA0 A/O 0 OF D6 STNAI SL V PRACT[Z AS 4-/ r' O Br R itG9W AdILSI Mr CC IR PWNT TO SE'Cliq`I 4nW. nL SiA1U .— ��, 9JD. O S` V -� L_ /t/0 PAUL PAUL D. £NGLE -l� T I�1 �F SURVEYOR h MAPPER #5708 0 BRIEN, SUI TER & O'BRIEN, INC. LAND SI#?VEYORS CERTIIIATE OF A1.1ATXN BJSJ ARYEYOQ AAD MAPPER N RESPpN&E PALL D. EAGLE _jy /// 955 HW OTH AVENW,, SUTE X-( OQRAY BEAL7t FLORDA 37145 / � (560276-4501 732-3179 FAX 276-2390 002 KAAKY ay. r. OCT. 2-12079 f = XY �% R E C E I V E D J U N 5 2 0 2 0 T o w n o f G u l f S t r e a m , F L o c a t i o n m a p G u l f s t r e a m 9 P a r k J 5 e a c r e s t S c r u b N a l a r a f A r e a ' + 0 5 4 G a l ( s t r e a m R o a d p r o j e c t s i t e C . e l f S i r e a r n G o l f C l u b T " I P a 3 m I P W a l g r e e n s ' p r o j e c . . . h o l d i n g r e s i d e n c e 3 0 5 4 g u l f s t r e a m r o a d g u l f s t r e a m , f l d a v e b o d k e r l a r d n " a r c h h e c h r e / p l a n n e V i n c . 6 0 1 n . c o n g r e s s a v e . , s u i t e 1 0 5 a d e l r a y b e a c h , F l o r i d a 3 3 4 4 5 5 6 1 - 2 7 6 - 6 3 1 1 # L A 0 0 0 0 9 9 9 s h e e t t i t l e : s i t e p l a n p r o j e c t n u m b e r : 6 0 2 0 d a t e : 0 6 / 0 3 / 2 0 2 0 s c a l e : 1 . a * d r a w n b y : d k b r e v i s i o n s : 0 0 0 0 0 0 s h e e t : N O R T H a ��L - 2 1 o f 1 s h e e t s :4 ue.Il i �_r T, EA-1EUT - o 0 G r-cs M DLL RLId;Ll v 111.5' / Y AH v S// EXISTINrz TREE LIST Tr I TIe .-F 701 L �t I •N / °X DT hL mixed vegetation '--. - - hedge. w remain LEGEND EXISTING TFMES TO BE REMOVED + I EXISTING TREES TO REMAIN \ l • EXISTING PALMS TO REMAIN Tree F"I'Otactim 5arrlcade Sea l.tall below r_l_ G TREES TO BE RELOCATED (�) NEW LOCATION OF RELOCATED TREES OPROPOSED PALH9 OPROPOSED TREES Sod and 1005o irrigation coverage to be provided. TREE PROTECTION DETAIL -ENCING IONS TO BE FIELD )GRADE NTS JUN 2020 town of Gulf Stream, F( project: Holding residence 3054 gulf stream road stream, tream, fl dave bodker landscape archda hre/pleaetelg tic. 601 n. congress ave., suite 105-a del ray beach, florida 33445 561-276-6311 #LA0000999 sheet title: existing tree plan project number: 6020 date: 05/08/2020 scale: I lo• drawn by: Imb revisions: 0 D 4 0 L A sheet: NORTH 1 of 1 sheets / Y AH S// EXISTINrz TREE LIST el AD * , A rstgle/Revel Palm ea. M. amain B C 13—idanae B rIna- adlarae/Black Olive TYrinex radlato/ ab Patin 35' 35' ht x 30' opr, 10" dkah amain 20' oa. M. amain D Sabal pelma to/Cabbage Palm Z' oe. M. amain XX�xjjXX((// E F Sabal p: :g Patin Sabal palmetto/caubega Pal, IS' amain 22' aa. hL amain / 1\ 1 G Ptychoepenna elegem,/Solltalre P al,el. 30' oe. hL eln H Ptycho•per.a el agens/solitaire Palm 30' oa. M. amain ( AG / Sabal palmetto/Cabbage Palm Wblecu• 20' oe. hL amain ib' M. A J K ro•a-•Inerl•I•Mlbl•cw Hibiscus rose-einarl,leMlblecue x S' epr, •landerd IB' M. x IT epr, standard e L Phoanlx roabelenil/Pygny Dale Palm e'oe. hL, double trek rem XX H N Wodyetla Olfurcata/Foxtall Patin Caryole mitls.Flshtall Pelm 35' oa. M, M_emaln 20' oe. hL remain O Caryota mill•+fi•Mall Palm 2 tru ' dead _ P Tababula i wopNlla/Plrk Tabsiula 30' M. x IS' ,pr, 10" dbh x O Sabal pa lmatto/CabPel, —.bage 22' . M. ams In r - 7XOX( Y- R 9 Junlperus vfrgInla /East, Rad Cedar Sabal Pal, e 12' hL x 10' epr, multi truNS poorremain 20' M. r - T pahnalto/CabbagHeeutyfear e Celaphyllum bre•Illen•e/ OA. 20' hL x 25' ePr, 10" dick ml�eln UReyslenaa v regle/Royel Pelm Rychneperma elegem,/Solltalre Pah, 40' ee. M. amain 24' oe. hL - - - - W Ptychoeper.a elegams/Solltalre Pal, 22' V x Ptyrhoep—. elegans/Solltalre Patin 22' od. M. XW Y 2 Ptydroeperna elegaweB lltalre Pal, Tlrinex radletaRMleh Pelm b' oa. M. 30' oe. M, paw A13 Junlperu, vlrglnlene/Easlam Red Cedar LlvletwN rhlnerlsls/Chlra•e Fen PalmI8' 18' M. x 14' epr, 5" dbtt oa. Pt- poor _ Celoplylhm breeillense/Beeutylee/ 22' H1x IS spr, 12" dick amain i, r I _ ', AD Clerodwdrun qua 11 culare/Starblrst Clerodadnam 16' htx e' ,pr, 4" obh a 2" dbh e AE "regla/Royal Palm 40' oe. ht amain _ AF TYrinax radid"rMatch Palm 16' oe. M. amain _ 4G TFrinax radleteRMerh Pelm 16' oa. M., tlouble tnrk amain _ AH Sabel pelmetto/Cebbege Fah 23 oe. M. amain 45 0 Al Roystonea regla/Royal Palm 35' oe. M. remain S `\ T U ORANGE PLASTIC \ / CONSTRUCTION FENCING l POST 6' HT (2' IN GROUND)NCE TREE PROTECTION DETAIL PIAN VIEW NTS Sod and 1005o irrigation coverage to be provided. TREE PROTECTION DETAIL -ENCING IONS TO BE FIELD )GRADE NTS JUN 2020 town of Gulf Stream, F( project: Holding residence 3054 gulf stream road stream, tream, fl dave bodker landscape archda hre/pleaetelg tic. 601 n. congress ave., suite 105-a del ray beach, florida 33445 561-276-6311 #LA0000999 sheet title: existing tree plan project number: 6020 date: 05/08/2020 scale: I lo• drawn by: Imb revisions: 0 D 4 0 L A sheet: NORTH 1 of 1 sheets �% R E C E I V E � � J U N 5 2 0 2 0 T o w n o f G u l f S t " I m , F L - F 4 L E F E I F �� L F 1 I �� I I - I 1 �� ` F - n = F F E , I I V E - ' , A T E 1 1 E T 1 , I _ 1 I . ' . ; E t A E E T T I - E t H - I F ��F A E F i 7 E D F �� F �� H l �� H I n E F - , T H I _ F L - E ��F I L - F F I I 1 A 1 I I zi b � O N 000 a\ Cr r 4.., b0 n O 4-1 X O O ++ `4-' O u CU iti O v O v Ct .� UO un o 'b :� O m bbo UO u cu 0 T* a Q) m 0 _4, O 16.4 i CIA O n 0 "a A V) 4-1 N u 4 bA � 4-1 X X 85 O u 4a) N u 4-4-; o 14, o �'� � C;,, z 4-1�' oo� O u 4-1 1 bA 41 O bA etx O .v O o o LO .0 O bn p N W 4- X ° o + s~ v o cts O 75 v ¢ o tz aj 3 (U a; > N v � v bA 4.1 o Ul) A X .- v U i CIA O n 0 "a A V) 4-1 N u :., a w N N O U H N O N EO .6+ O L� O b0 0 0 , N M 4O x �i CIA X j p bA ") C) O O rO 'N �•" N V to cz .� O -0 bA O 05 � 0 v u V su•� �'" C3'' cC O X X cz Q ++ O a ON un cn m cz V cl" � opo, o z N `-4 o M o �� , w o LO� o p Q N N -- N — .. c~C —4 p P-4 O C > D O > 14-40 O �1r cz ++ bA ;.r u ai a� y w O u u � •� 'O u (z .� o O X O X yVC ons aj c m o o v p � m u v p v � d Q -o � Q U) V +' O U-) U) o O cz o LO O O b0 0 0 , �i O N cz O +� N N � .. c~C N N cd X a+ ++ N u ai u u u ~ u a, O X O X yVC aj c o o a d Q -o � Q U) U) � U-) U) ¢ cl:I Q CL a a O `- w a U) E` �, •L. hi t3 � U.I v W LL J I o Ix O O U- LL O z z g O ¢ E.. U m mt o c a) ,O 75 EO .Q C ~ O 0cmv a) °eco LL cc O m O a p .0 M C J r0tz C� (D 0 ':O6 ro ? C: cn Co •- d 0 coo°d UECDE a.3 ° 0 AQ > m c m O '> a E ° r- 0 0 CoO O O > m U Qt a) 0) Co E- (D C .0 'tC c0 c LL co O > ` a) c co LL U oQ)a� a' v) N C a) Q) 7t1 E O 0 a) CL O !E E > L 2a) Q a Q 12 Q i N 0 CB O >' -a O cU ca c Z -0 U-) O N Co N ai E co Z Er, u m a C 'C 3 c 0 a 0 C a a c 0 U cn C= O U N C: m C O O E (U E O v � E a) O C) � �tA C � cn C N a � co U h cn O 0 0 a cn C N O Q). p � U � a) M O4- 0 N M �f Q Q Q Q O U m N U) Me a� m N rn co N c O 0 E ¢ m o E 0 ^m^`` L 0 � z o ai C > m O @ O o LL 41 U c9 L c U cn Q LO Q a) � CL Q — O G .Co O DO N > O N C 0 Z > O m m O m U QOi U � h OCLc a? L J N O z 0 U v c a) O O U C > a) .m Co` 7 C Q co ) CL EW cn o O CO 0) L r Z E � CL O Cn C m O Cu c O D O LL O CD a O �v N LC) .Q c0 zC*1 2 p0 a) O w -C W � LL LL U ,O O.Q O L U U) p 0 Q a' c C d C 3. O m co 00 co m CO LL J LL_ co N U) Z3 CD O O 00 O co U r` Z � LO N �► E z CD to N c Q a N a) O O r N CR CP U C= O N N N C M O C N � CLL LL m C: O Q Of cu U Z CU U m —_ a) U O O� N E j U) _ C) ti cu cu N ca - ' U E ^� Ln LL E cLo cu E : z 0 E LO �. ii E ' O cm Lr z � O N -o 0 C z Q d C C C Q Q Q 6 (D c 0) Cn C a) a) Q .- N M sf U U U U c 0 4 0% 0 Qi CL fo C ifl Q �p,0 •V � d E U 0OCL<00 N c a) E CIL O Cu a) � p0 O N C &- O Q) .n U E ._ a) as Q C 2 0 Q V LL N Z Q z O v N W D H U W O Ix IL Q IL .o m rn A E CLO � U v 0_.a � 3 a) � - (b to ro mo O a aQ Q cy i ., CL ro O E o Z vc o m N 0 t C D `3 o O O UA C�. 3 m mo^ 3 CM Q O � Z > C C a) n. cl• O ro 0 a�_ N o h c �_ C 00. (D LZZ (0 CL 03 0 0 m C CD 'N c C W 0 4 c C W U 3 m o O 2 a m E a 0 3 o c:° °'y w d L ��. �oQ)i a) 3 h OC Q •N a) cOi h A CX Q) ` C U = a y v .O. 'o a mcnmi L. rn 0 0 Q O ~ m C a)U U N41 O as 0 mm m a m z m QLo"O^°-Q C" o a U Q � 0CoO E 78 O O O- xm Q Q I° `c a aZ C F. z C UA c 'm a x w V c m J .N C O U Ln a) m c N cn m Of c .m a x W El W a) m U M OL CO N � U/) C � O C/) c O U U O O Z m N m a) U U m t m c.. - (1) rn CLO 0_.a 3 a) � - a) N O a Q cy i ., O E vc o 0 ce) y O O 3 m mo^ 3 CM Q cco m Z > n. _ � 0 a�_ rn c �_ C 00. . 3m =E X 3c0W °o _ W 0 x c C ,gyp 3 m WWW U :> m o 2 a m E a 0 3 o c:° °'y w cc wa.. kwHC�U Cn m .a C) 'O O ...: 6L Q rn co 3 - C N Q ., O E 0 ce) y O O 3 m mo^ CM cco m Z > n. 0 a�_ rn 3m =E low m �Z °o C c 0 m axi Z U m o 2 a a_ 2N 0 Q N O} u O O~ U co f O . `Q Q pO N 2 a)U V N 0. 7 ' C. p c E U z m QLo"O^°-Q C" C 0 OO 0CoO E 78 O O � tmP O- xm 10 aZ C c .Va) LU 0 O 0 c M CL N C0 m0 ccn —E 00 0 0 00 0 mo E n0 o o Q �Z m o� �n� Din E O v (D E •0 8 E US �' O E m e LL CL O m ami a) E O m w N@ U � a `oa a w > Z oN . o m v cw �m ao�o C w > > U >0o O Np C Q C mm 4 0 0 0 •+ opp O LU 0 Cp C >" a) E C C 0 0 >, aa)) aa)) O« V O 3 v? n m U O a� z co a Q L s (1) 4) fja) - P O p0 OO Q 0 L a) } �} �N t2 c oN >, C 0 rn p r- O�. pc O 0 ,� yi' 0 O Qm _0 p�v p� N} rc C Q : 'O V- N co a Cp 0 :80 w Q Q Q Q Q Q as Qm Z m E 10- 0W. N a) w N ca L c U C .0.. y 'v m 0 N .D a) N O CL O CL N C O cc LM .E N L El 0 N U Ci U L n .a W O m c cm U O L 0 Z a) m O N rn C m w N E W v c N tU L U C co O 0 m E w Q z O U L Mn � Q 0 O D W c m tv m tv to L ai 0 d L tT C .j Z N ami OL v c co •v 0 is 2 O CL a) O _N N a) C` 15 L E9 C > (D N tU L "O N -O N a) a? o m o c = tt) cm r c N C C U E� Q co a) o) w C Q) Co m U O 'C m .0 m L c m O O cm c X W m m tll m U O a� O z m C m .E C m m U O C m N tv CO Of 0 a 0 CL 0 N m w m E C a) E CD U W CL m L ►;r r v O O O N Ci 0 Q E 0 U- 2 OL a Q c a) E a O a) OQ Q O N C O � v E an t0 cV 'O c C C r C rn >L ? m � to E 10- 0W. N a) w N ca L c U C .0.. y 'v m 0 N .D a) N O CL O CL N C O cc LM .E N L El 0 N U Ci U L n .a W O m c cm U O L 0 Z a) m O N rn C m w N E W v c N tU L U C co O 0 m E w Q z O U L Mn � Q 0 O D W c m tv m tv to L ai 0 d L tT C .j Z N ami OL v c co •v 0 is 2 O CL a) O _N N a) C` 15 L E9 C > (D N tU L "O N -O N a) a? o m o c = tt) cm r c N C C U E� Q co a) o) w C Q) Co m U O 'C m .0 m L c m O O cm c X W m m tll m U O a� O z m C m .E C m m U O C m N tv CO Of 0 a 0 CL 0 N m w m E C a) E CD U W CL m L ►;r r v O O O N Ci 0 Q E 0 U- 2 OL a Q c a) E a O a) OQ Q O N C O � v E an H IM .c O N m cn Mn c vi M c -. O c OCD m Mami I m04 N co � I O � •;c O .-. m C j U M = Cf)O LOc L 7 L c I o V a O Q O L a) O O N X Q U Z � � c cd Q m a } O U C) m Cl. D »+ C L U C Q. O a O _U Q j X CL O Q '� W a v O (� c c V m C%. L C O m a Cn a (D v O N L Q O cn o CL >' U p W .0 E CL L O O cn (B Ccn a m o m C m O E a) o m c > a a o m 0 a ai c 3� r �' z 3 o 0 cn v co a O _ a ui LLi ui m IM .c O N m cn m c� O O N C U m W U � E N N 0 m ?' E rn c 2 0 O O C O � O m C 75 m m E BCL L to � m m o N U m O CO U)Z m 0 N m 0 } W 'o m C C m m .0 0 m tC m w O L a c m N t_ m Q fl z N M °' � N N a ICC 0 � a �.. m 0 iv LL LL rn C c 7 N C O N U m CL E IC C G. 0 w 'O c m E m L_ m L N m a O 2 m N N N 0) O m N w� �C o a rn c =v LL J M LL a N U Q U) rn c as CL U m E cn II) Mn c OCD m y U co L 3 N o o cl O m t a) ` _0 o _ o o, c m V U cu »+ C L U Q. O CO w a) _ v O (� O c 75 L O N L C O cn E a >' U p O E L O O > (B m -O a a) C'. N > O) c o 'o 0 o 0 cn v co a O _ cn m c o •- ca 3 m CM c @ > _ 3 cu OW O aL Im`.i Q oa L) Z L U cc cnU m U) n c rn � } Q 3 N (D >, a ca Q c = E cuO `n SC U m� c o cca £ �? Q O 3 c m L L c O w U = o U) W I7 L6 UJ W W m c� O O N C U m W U � E N N 0 m ?' E rn c 2 0 O O C O � O m C 75 m m E BCL L to � m m o N U m O CO U)Z m 0 N m 0 } W 'o m C C m m .0 0 m tC m w O L a c m N t_ m Q fl z N M °' � N N a ICC 0 � a �.. m 0 iv LL LL rn C c 7 N C O N U m CL E IC C G. 0 w 'O c m E m L_ m L N m a O 2 m N N N 0) O m N w� �C o a rn c =v LL J M LL a N U Q U) rn c as CL U m E cn II) 1 M) N t M c a c 0 o 0) D C ¢N co p C Z O Z N N cr D C O O U m y O O } O CL a� O d UL ca J m N v 2 ` d m Cl. a) O N O N C 'c Z a U 'O c M� W a m u, o m ccoo>- D CL 0 cl. NiO � O N U O O U N c°a m � o a 'v C. c c... N N C U cc C •`' C y O N H U .. N N U O O C v� p O Z E C fo y`- N (0 0 3 f0 = C CIO N c0 N OG00000000 U y X C a c N 3 d p N C U� C m 0 (DE_ ;(DD a `. 0 E N UOOc CC- o v �' a M C ` O C OCIO L IV Vo C > > O ) 0cO M MO N U N C U oNm ° Co C = L v>. C (Mo H W p L C m M ° 3 o ca a) C m C Me U o C L,Z m 3y 0� a ° a .~. �' a m O O to � C`• CL io d � o 0 L m t O c F—co �c� In ^_ O O 7 C .O OL x w m w a .o c 0 o o co o Z N L cr D C H U m co } O CL a� ca J m N d N N m O �' CO) W � > L o o C CL N � a� ? O O U N c°a m � a� c c... c a M cc C •`' C y O �p '2:5 t� U c Q O C o v� p O Z M.9 � M fo a M C y L c0 N OG00000000 O C O L CL 3 cc E C E ;(DD a `. 0 E fo C > o v �' E > C C MC C` O C OCIO L L C co C N > > O () O O U r M O C N a7 c o c ° o v>. :3 Cl - c_ o ca a) C y .� o C L,Z O y (U L N .~. co L w W CL io 0 C.0 :3 °cl. O O 7 - O U CC cu E m @ N O E w `o O C U > � 3 = 5 :5 'o 2 ' O y d' C a x w C CL x w lUA (D t0 CL O O O N 0 LL 0 O. CL C O E 0 O 0 p O N C � O a) .o U E 4) CL CL N ¢ to a co o o Z N c D C H co } v Z ca J C d N m O �' CO) W � o o N � w O O U N ,� O Mn ° c a M cc £ a .a U c Q a C o v� p O Z O E c .�- � M fo C y L w N O L_ O L CL 3 m m M `. 0 E C > C > o v �' E > C C MC C` L C co co a c . > > O () O O U r c o c ° M v>. - L -O O 4) y .� .~. co C CL x w lUA (D t0 CL O O O N 0 LL 0 O. CL C O E 0 O 0 p O N C � O a) .o U E 4) CL CL N ¢ to 19 M L ai c rnm c� m � U N a � m m O � N c '0 J N �cu O N �Q LL O 0) 9) c O t V C c m N `O c rn o m N -Cr-) r- � X = C13 m Q �Ca c� oaf N N � O O m aai a w G y z O Q O LL z J Q z O a O Q IL r) w U F- LU W W I- W m CL O a 0 N M d E O` U - cc O a a d > o a cd E o C u � L C L a O r_ U O N cn i"cC O O o0 42 a L O .. In O N Lncn `n "' M^- � CC •x C y t �� Z •D o � ti IC cq a ss oa`o — CC d U ++ ' i LO caCL O � c L �'" bn u L W _ •L V �+ � o OE a — L ; i w M .= oto a 0> d o y p y c`a x bn u aui •O :+ 'O C Z _� _C M O 6 i L Cd_ CJ — G cC 0S oO 73> `o °� ti `O +' 3 06 c CQ L 00 6 O CC E O E > O, op -C — - 'fl R o. OA O O W o w cc 'L E C O N_ Q crop ^ �" N CC L a O Q G' O 'n N s w s E' L O n ,� i wh 14) N �+ E N CC v y (S �w'. X 3 L eq N �s _al =O C.M. s. a O CC •� N L -p _ Gj .� _Q- a c rno = 3 n o fi `o O ,- M v .c a O a as on �, ti s O a' O w y 'ie u cc Q C s _ >, NL. In =-0 M X 0 •_ m 40 0 \ O O 00 O O w %�. .+ c V N a to E o s °0 4 E� _ M 'p- Q c. _ o cc en o Ln O O Lat i N L4 2 In Cc y •— d i U i N O M s o u� s ,U o In CL r - E F blca :� o x Y N Cn o o u o Y �' z °' x a a a .� a� ° y ovi o, •� o CG CC CC 'A a ¢ a 2 a �'n O CA V o O u u a •3 u � L � a O L � � a O O o0 42 a L O .0 � CC •x C = o � ti a ss oa`o — CC •L � c L �'" bn u L W _ •L V �+ � h+••I W 'i: U o ssU d-� L o ,moo a� � _ _ •g Qj cd CA 0 Cj 0 Ea M o s o o,ti a 3 'a aCU �d$ ° c kn •o w SZ'� •O C� wcc CL Cd Cd Cc N i S1 •C W O h bn •C uV5X o o 0 lo o a� Q O on = a o N s h. °�' fi -a �° c oo -O a, °' 0 3 ea s al CQ C h H 'C u bn cC =E 'ntj r+O-. 3 O Q° O O L E O O in •� N Cd ?.° O x 3 _ Iwo �� a = s"> �1 :1_ = T� rA -0 zl- Zn c v 01 � Y d o .. u > c° X y .d° t cd `� E a o 0 �.. O v v O '3 a F oQ Cd u o E a� c= M 0o C cti N �,' p •� h N l 'a i t O.. — i t cc Cd Q o b o Y C " i c>o a°i dD u° = d V d cV m o r =o n_ Qcl dD ccro- O Oti s CO O ,Y� �" y� V •O 'a+ O ,� v0i b C y w0, i c u 'a ° •' 3° a� cd 0 0 0) es 4 a -o o .� u � to hs . -� � +v U o u = >, � cd Ln ci Cd Ln In 3 c �°' o o w u > tb o o �_ W a c In L- 3 Q a Q `n 0 3 O s o o� a Z 4. L X a� . w o OJD u �% obi cki Of)Fes- R W cua o E d U p a0 -0 w FiLy Ocl X U 3 .. > X Cc w a- y d 3� oct a 3 u L .+ +r pn _> O c V CJ = N L O '> = •� � 3.. yam„ � (� = s 7 LaCd 40 y a' t CL Ln a w cc C/1 R�a a0-0 u z � O 3 L 0 = cr 0 ° wcc -a 0 Z 00 N on O Y O o LXJ h+••I W 'i: U o ssU d-� L o ,moo a� � _ _ •g Qj cd CA 0 Cj 0 Ea M o s o o,ti a 3 'a aCU �d$ ° c kn •o w SZ'� •O C� wcc CL Cd Cd Cc N i S1 •C W O h bn •C uV5X o o 0 lo o a� Q O on = a o N s h. °�' fi -a �° c oo -O a, °' 0 3 ea s al CQ C h H 'C u bn cC =E 'ntj r+O-. 3 O Q° O O L E O O in •� N Cd ?.° O x 3 _ Iwo �� a = s"> �1 :1_ = T� rA -0 zl- Zn c v 01 � Y d o .. u > c° X y .d° t cd `� E a o 0 �.. O v v O '3 a F oQ Cd u o E a� c= M 0o C cti N �,' p •� h N l 'a i t O.. — i t cc Cd Q o b o Y C " i c>o a°i dD u° = d V d cV m o r =o n_ Qcl dD ccro- O Oti s CO O ,Y� �" y� V •O 'a+ O ,� v0i b C y w0, i c u 'a ° •' 3° a� cd 0 0 0) es 4 a -o o .� u � to hs . -� � +v U o u = >, � cd Ln ci Cd Ln In 3 c �°' o o w u > tb o o �_ W a c In L- 3 Q a Q `n 0 3 O s o o� a Z 4. L X a� . w o OJD u �% obi cki Of)Fes- R W cua L L L C � CQ eqN Oa s M 3 L C L CQ d w 3 F •CD L O O O O ^ "i y « y O Cd a d m p C. L w 61 y CC tQ �" y E +° L CQ +�+ h U 34.4.1 i c +. d r. ° a � z 0 .� C) cd W5 to.; a CQ d w. s G) s a. = Few Fin 6u F w A. 1',ys`�'t �tl��E� r5.`�'� 'b� .�, M � " � � � � l ( 1� - �� � �r�•�p ���1`I • .. .. , so r,•.• .1• by ,i � . ' '; -. t i t4 i si r It �, � � .y► ,eft +r { »; � � A""i � i;. ? . ,�. w' y -4• i f "�� i _ 1. , r�rid y s ti ASO,.�� T� s ��,yj � '1 j'��iSI� /.. ,,, r r��;. � t '"N �b� i gfY x •�, '' '' � ;, ;•> t � � �� Vin., �: �. !M $ At s 1 ''4 . t f%• .J: n w.�., � � E Y,4 3�3• ri �� �;;;.:.• ,'fir l�`� 'I'� f ,ztW°' - i - � � y,- � •1' } { it mm ti.. _t i.-a ` r if p r , MIR Wa - �� '�,. nt. .. a..r .� a.' •I e;�: �-'9 . iia �. , @ � lri �� '�';,�;, +f }'-r � rw.C:: .��� �irylr f „� , r y i �i x • fq. ;q y x _ '. irk ., A• � _ ' .yam , s .. -4 I , cy-- K,tE' S ; " `' }„� � Y, �t }}. ,^r3` ; �. l �•.� ��\ 'k..v. �`.. `�' `��' .6 yy �. .fit 5` stiff f � ��x�'�('yp�� �♦ �� '� �, t�.f� h. `j : T .�� jn. � • -Y "�•V {�6`'" i `�,� � Lii'�� i@� ?;,t �"� i ,rJ; ti •. 1. ... .:istc � ��� n'�sr R�r'... ' `, u' .a .� -,. r s � ( 5, . � � i .r , .�� a =►: � �. R, ti ' ."; Y,�\�'. ,J{�P,, ixi`•..-r .J, y ,.. r v ,.. 31y ♦�`. � K _ J tY b -.f"-,. � ♦ :�:.F ro .; .. - '�. :.. .,, ,, .. ,iii. y-• •. �..� .>uq��'1_. .0 .. .. .....; :� : .`,•.. 1^ . :. :` - 4; ':,. - ,a „y.:. Ar; Ana ,.�a_� ;. r'� t-,�: i �.., L, gip- •''��li° o"�w .� x , s� > ,.. r• €` : l �•.r ,: NF r, �„ - . _ ,�e.'� j: "5.:� �' ;w%�' ��'�� ; ^ _ .!` � .+�� „" "°�' `� T : t�. _ �`� . '"�" �' .�•:.,., ._,� � ' '4 aV ,fir - r YY MWE z' iY c uh �wy r i Mai AL Ad � � tt ATyM A'l s� 1 d • _ ro t. 0 N NVQ �cn Nt 00 Elm, Lu 0 ca 0 57.00' W _ ��J +� o co w Q co cn m cD c ti h ��� I z z_ Doo O d�co 4 cn (� M �m J� c�SWm = a O I I o W o m Z �waQt z -! I d UUv W w w�co O 16.2' `' - x i= F=NMI �/? ,� ¢ i cq LIU UQJ (D co o(ncoco Lu ui 2.4""t 0.1' 6 9 w = 10.4' 10.4' >(D b O O <"ciy Z 06 - O O ; v Q N P �0 �I '00, v = _N �' m 7.1' T— z `a- 9.9' >' >LL Q) Lij 40' CLC ao w�� Lu >P-oQPz Q 10.0' IR �� oZ04 W~W� i o w o ui �"Oz mm> w-- 14.8' - � � w Q: S2 ��-Ui p�2p 0 ,WU� %WYE o u- Loom C', C) �� s-- O W >'OW0Qm rto O� ZZ� � QMH \O W U U�=p� 04 Lo O0O O�m i o� Q�OJ� Oom ~ Z W W�WQjQ� in ��Z 'c'' '� QU�Q LL WI- WQ�i-ZQ J' (---- T p O w v� a z En 56.00'(P)(M) 57.00� ^ 55.00'(P) �� W NORTH COUNTY ROAD 54.93'(M) ctuia O z "--�Ir----. - IMPROVED WQ Q w Q — — ... �._._-__ ._.—�.._ .. _ _. w a a d o y O O 56.00'(P) e cmn �ZZ 56.01'(M) Z_W W 6�Z Q0 W�� WIC- ol" W o WD) W u I� � c� Z co) � O W W =I� Z O y W 0 Z 0- Q. 4( �� r Ya JO,=,,G �y rOn w� "tip 5`o W 37VOS LY v, WW PROfE5 C� BUILDING ADDRESS: 4225 N COUNTY RD. GULF STREAM, FL 33483 ZONING DISTRICT: NORTH SOUTH EXISTING NON CONFORMING LOT CODE EXISTING PROPOSED NET EXISTING LOT SIZE 5693 MAX FLOOR AREA 2500 1308 2,392 70-72(a)(1). Because lot is legally established and is less than 7,576 square, upto 2,500 sf of floor area is allowed via special exception. Net floor area is per Gulf Stream code not actual total or under air square footage per Plam Beach County Appriaser 70-7(a) PROPOSED ADDITION FRONT PRINCIPAL IMINORACC. 1 30 1 21'6" 1 23'7" =Than exist 1 25 1 NA 1 22'-2" ISteps of front porch PRINCIPAL 10 10' and 9.9' 10' and 9.9' SIDE MINOR ACC. 10 NA NA IMINORACC. 1.4' 6'-11" 6'-11" Mecnical equipmet 70-75 (2)(e)(1) Lot Width = 57'-0". Total of both set back shall be min 20% or 11.4'= 20 exists. Minor Assessory structure one side must be 10' the other can be 1.4' off the side property line minor accessory. REAR PRINCIPAL 10, 1IMINORACC. 10' 251-111 1NA11 I Zoning district at rear lot is RM Multiple Family Residential. Per Sec 70-75(d) (1) min set back for Principal and Minor Accessory shall be 10' EXISTING PRINCIPLE STRUCTURE EXISTING MINOR ACCESSORY STRUCTURE PROPOSED PRINCIPLE STRUCTURE ADDITION PROPOSED MINOR ACCESSORY STRUCTURE ADDITION IN. I.VUIV I T KURU 1 ZONING SITE PLAN Md`TM RIZZO AND Rizzo DESIGN 9 BUILD PEOL S CO9�0 5; �•t• - R • •.y 9m� AR95332 /STFR'ED...... seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE IOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAELS. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Ringer Street Utica, New York 13501 (315) 525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RATON , FLORIDA 33432 15611541-1279 michaelsnmo@gmail.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: ZONING SITE PLAN drawn by: checked by: MSR MSR date: Scale: 06/01/20 AS NOTED SK -10F2 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL. DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 ©2020 OZOZ OO I OZOZ-SOS :MVInN 90r 'NOIIVOIA103dS 3H1 NI 80/ONV ONIMVHa 3H1 NO NOI1V831IV 3H1 AO 1N31M3 THA 3H1 381NOS30 aNV 31VO iV35 Nois 15nN IVNOISS3AO8d 03SM3011 3H1 30VH 38V SNOI1VU311V HOGS 383HM ' VNOIS53A08d a3SN3011 V AO NO1103810 3H1 830Nn SI 11 SS3INn NOIIVOIAI03dS ONIANVd N000V 3H1 80/aNV ONIMVdO SIHI NO ONIHIANV ON18311Y NON1 NOS83d ANY S1181N08d MVI 31VIS Z Z )iS :A9gwnu BulMolp O310N SV Oz/60/90 :91005 :04Dp aswus" :Aq p9113840 :,(q uMDup 8VA NOA SN"ovia 210013 22-V22 -i3 'vw32i1S 33f10 IGd JkiNnoo 'N SZZ-b N011l4ad 30N3(11S321 -33MOd :BNli poloid suOIs1A9J woO IlowB®onus "Lpjw 6LZ 1-t VS 1195) EME VOINOId' NO1tl8 V009 t0Y'AVM NIVd IV 08 Sl ZM MV VOISOId LZ I L-SZS(Sle) ,oMWAMaN'o m Iamts Ia01n8 IOe Z6ZCSO M80A M3N ;Oe1ly:)JV 98VON 'VN 'OZ➢?J 'S 13VHOIN 'Z)NI OZZIS I OZZIN 'NOISI V113d N31118M 035538dM31nOH11M 18Vd NI 80 31OHM NI O30nOO8d38 39 0110'. D IAN 3S 301NMn81SNI NV SI 11'0NI OZZIB p9J 411M AIuO plloA :Io9S \a7yV-O3y��s/ �.� zecs9HV ��6 '•0 moi• s dN`3 •y O/b�)IO�yay alln9 9 N010a OZZI�j aNV OZZI�j .9/1 37VO5 Z— A s MIOd14 V3Nb M3N 01 „L-jZ Of .0–.l - .Z£/£ 3WOs Z — A S NV80`dla ONUSIX3 SA M3N Z M3N '03 V3UV a31HOIVH 3S 96"53 0 .0–, l - ,Z£/£ :3w3s Z — A S Wvdovla OW34 L r II I II I 1 I I I I I I _-- r-1�IL/ L II Inl AS Z -V£' L 3snOH ONLLSIX3 -__ AO V38d ow3a SlN3S38d3N V38V 030`dHS OZoZ OO I OZOZ—SOS :838MN 90r — — , \ I wo�'IIo uslao4�lu: 'NOIIVOIJI33dS 3H1 NI HO/aNY ONIMYNO 3141 NO NOUVN311V JO mnJ 3H1 1N31X3 3H1 3aINOS30 aNY 31VO 'lY3S 'NOIS LSnN / �_ ZIS 6LLt-[4S 11951 1VN01SS3JONd 03SN30I1 3H1 30VVl 36Y SNOlIV8311Y HOnS 383HM '1VNOISS3JO8d 03 N33 V JO NO11MAlla 3X1 N30Nn SI ZSYES VOINOId' NO1V8 V70d lo>'AVM W1Vd IYAON 5t 11 SS3l Nn NOIIVOIJIO3dS ONIANVdH000Y 3H1 HO/aNV ONIMVNO SIHl NO ONIHLANV Z6E my ONISMV MMJ NOS83d ANY SllalHOUd MY1 31VIS ------- Valaold t/ _jO IZIL-SZ5(51e) IOSEI IPAM N'O�NN I lb'3SMOM :Jagwnu BuIMUJp II I laa,ls,.6 s loe ---J a3LON SV OZ/LO/90 :91035 :aloe I wOOa ONINIO III II asw asw :Aq pa>laaga :Aq uMmp I I I I III 9NVON 'V?J'OZZI?J 'S 13VHOIVq II �J NVId AVIN3AO 1101111010430011bd NV'ld NOLLI�OW30 -IJ p — — — J L` L _ —� NVId WO ONfLSIX3 a3A00 BuIMOJp (1y (:011IJ I3 `wd3aUS A�n0 MJ AiNn00 'N SZZ-V I I , F --- N011la4d I I 30N30IS3d 313MOd I N30 Ell IMMIONIAn1aNll laafold/II1===y ,0-.l = _Q/L 3'IV3S L - V Ndld A7183AO NOIIIION30 03SOdONd Z I III �� le_YV�I I I I \ j N3H0iIA IL -3111 i �� J I —L—J o —Ai SII L__--� SUOISIAaJ — — , \ I wo�'IIo uslao4�lu: w00a039 a3lsdw / �_ ZIS 6LLt-[4S 11951 ZSYES VOINOId' NO1V8 V70d lo>'AVM W1Vd IYAON 5t Z6E my Valaold IZIL-SZ5(51e) IOSEI IPAM N'O�NN Nm]0381S3no laa,ls,.6 s loe Z6LEE0 XXOA M3N 9NVON 'V?J'OZZI?J 'S 13VHOIVq 'NOISSI WN3d N3U HM 03SS3NdX31nOHLIM iHVd NI NO 31OHM NI a33n00Nd3N 38 01101 DIMS f0lN3 V4nHZNl NV SI11'3NI OZZIH pal yIIM A,uo PADA :IoaS cling 0 NOIS3Q OZZI�j 4NVd OZZN .0-J - ,Z£/£ 3713S 6- V Mdld b0MJ ONUSIX3 I I , I 1 I —, AOn1S II 1 II II II II II II MAN .0-.1 - Zf f 37135 a N'dld NOUMN30 03SdOdd Z 43AOW321 :10 Ol ONI1SIX3=_j I I JLLJI__� _� L �T I rn111 it f----g====�J L � _ �_j AL2J � I l --Jr _41I ----------- IIIIIII F n n J l 6==j 6== P I II F,-� I ,I r-------� J I I IL 1--- I rF ---- ii II II I III I I� j I I I I I I , I 1 I —, AOn1S II 1 II II II II II II MAN .0-.1 - Zf f 37135 a N'dld NOUMN30 03SdOdd Z 43AOW321 :10 Ol ONI1SIX3=_j I I JLLJI__� _� L �T I rn111 it f----g====�J L � _ �_j AL2J � I l --Jr _41I ----------- IIIIIII F n n J l 6==j 6== P I II F,-� I ,I r-------� J I I IL 1--- I rF ---- ii II 0, -,OZ O IOZOZ-SOS :08rm SOr 'NOIIYOIJ1O3dS 3H1 NI 80/0- ONIMYMO 3H1 NO NOI1Y8311Y 3H1 30 1N31X3 llnJ 3H1 3SIMOS30 ONY 31YO 'lY3S 'NDIS 1SnN 1Y NOISS3JOMd 03SN30I1 3H1 30VH 36V SNOI1Y6311Y HOnS 3d3HM '1YN01SS3JOdd C13SN3011 V JO NOILO3M10 3H1 M3ONn SI 11 SS31Nn NOIIVJIJI03dS ONIANYd HOOOV 341 MO/ONY ONIMYMO SIHL NO ONIHIANY ONIN31lY HOdJ NOSd3d ANY SiIGIHOHddMr 331YlS t V -j0 I :J9gwnu 6UIMDJp .0—,l — ,9l—£ OZ/l0/90 :BIDOS :91Dp asm NSW :Aq POID040 :Aq uMDJp NVId NOON NNO 03SOdO8d :9111} 6UIMDJp 28122 �d 'Wd32j1S d-if10 Gd /.iNf100 'N SZZt NOIlIQOd 30N341S32l 1n3MOd :91111 {De(o3d SUOISIAGJ wo � IIow6�oIIllsleo4�w eINOI 5 (1951 LCnOV YOI. OlYM 009 91 �.OY AYM W1Vd 1YAOY 51 -Id ZE6s6dV V0Ia013 Il[z SZS (SLE) :OSE ',m -N' -,,,n Iaa1S '-6 'y IOC Z6LSS0 MMOA M3N IDGINDJV UNVON'VN 'OZZIa'S 13VHD5N v SNI OZZIa I OZZIS o 'NOISSIWM3d N3J "M 03SS3MdM31nOH1IM 18Vd NI HO 31OHM NI C13D GOHd3M 390110N 3DIAM3S dO 1N3 W nM1SNI NV SI 11 DNI OZZIM ONV Ml J0 UH3JOdd ]H1 S19NIM-i SIHI N aln}ou61s paJ gliM Aluo pgoA :loss I' 011!18 0 N91S3Q OZZI� ONV OZZI�j "" Ndld 80013 03SOdOdd � „t—,Z9 oaoz o ozoz-sos aaewnr+ aor 'NO11tl01d1O3dS 3H1 NI NO/ONV ONIMYNO 3H1 NO NOI1tltl311V 3H1 10 1N31%3 lin3 0 L= 9l £ 3lYOS — 0 l� 9l £ :31YOS — 3H1 3EINOS313 aNY 31Y0 '1Y3S 'NOIS ISM 1YN01SS3308d 03SN3011 3H1 30VH 3Ntl SNOI1YN311Y HOnS 383HM '1YN01SS3d0tld 1HOId) NOUV'A333 Hinos (HV3d) NOliVA\313 1SV'3 11 SN3011 tl O OI103tl10 3H1 Vd HO si V 11 HO O NOI1Y013103d5 ONO ONIIHO NV 3HL NO/ONY OQ3d AN SIHl NO OV1 3ANtl ONItl31lY NON! NOStl3d ANY�S+fiIHONd�MYI/31YLS t -A0 C V :jegwnu Bu!Moup a3LON SV Oz/LO/90 74— :eloas :slop aSri asw :Aq pe>laeyo :Aq uMoup ® ® ® ®® EEH I" 0 SNOLLVA313 03SOdOLId ' :e114 Bu!MLup 9 L 9 l— �8b�� �� ZL -i3 ` IV32JiS 33No 42J .11Nf100 'N SZZ-V s L ZL NOI1144V Fj F1 30N341S321 333MOd 9 L 9 L Sa01SIA91 Z L ZL w ow6sosusiac�,. 6(LI-H' N0S LE4EEYOIMOld'd IV 0 9L IDb'AYMVfItld ltlAOtl SI Z££S6atl Vaimli IZIL-SLS(sid LOSEIWA—N'O m 1aa,Is,-508 loc Z6ZCCO MNOA M3N }Z)a{!yoAV 98VON 'VN 'OZZ18 'S UVHOI W ':)NI OZZIN I OZZIN 0,L—.9L/S: 31Y0s � — 0 l= 9l £ 31YJS � — (1NO8-4) N01lb'A313 1S3M Z (1333) NOI1VA3�3 HAON I" LA I 0 r LIA --- i 7H� # D 'NOISSI W N3d N3.WUM 03SS3tld%31noHwm 18tld NI HO 31OHM NI 03anOOHd3H 39 011011 DIAH3S 301N3 L4 ntl1SNI NV SI 11'ONI OZZIH (INV OZZIN d0 A183d06d 3H1 SI 9NIMYNO SIHl alnFou6ls pal Ll}!M Aluo ppoA :loos J�r r9L m odd•°3b� �, m ZL 0 9 ZL may\?:: •• •.1st I _ 0F71F ME0 -y'• 3ECS6aY '�Q, CP U�Ed im Ord`''• S is Yy n ® ® O 1 Yj O NN0AM3N MdOld C> OZZI�j aNV OZZI�j x01 A 1 m y N ZL m s ZL � W D D n COI � ONZ OO IOZOZ-906 :839Y1nN 80r 'NOIIVOIJ103dS 3H1 Ni a0/ONV ONIMVaO 3H1 NO NOIIVH311V 3H1 JO 1N31X3 lin! 3H1 3'Ia0S3a aNV 31Va 'lV3S 'NOIS 1SnN 1VNOISS3JOtld 03SN3011 3H1 30VK 3aY SNOI1Va311V HOnS 383HM 'IVNOISS3J0ad C13SM331 V JO NOLL03a10 3H1 830Nn SI It S53lNn NOILV013103dS ONIANVd VIOOOV 341 8 0/ONV ONIMVaO SIHl NO ONIHIANV ONIa31lY HOW NOSOd ANY S1191HOad MVI 31VIS t -jo t- V :3egwnu BulMoip ,0—,L — ,9l—£ I OZ/LO/90 asw 1 asw NV-ld d00J 281V22 �3 'W'd3d1S -j fne Od .,iN(100 'N SZZ-b NOIlIOad 30N301S3d -n3MOd :aNB }oa[oid SuolSIAa1 W OO'II,O,.50..,EI-pi W 6LZ1-IV9(195) LEVEE tl01NOIA' NOIVN VO09 IOV'AVM N1Vd IV ON Sl ZEE96MV V01801d ILIL-SZS ISIEI 105E 1,WA MaN "m!tn yaa,lS,aBlna IOE Z61CCO ➢a0A M3N 1094NON 08VON 'V8 '0ZZI?J 'S 13VHOIN ':)NI OZZIS 7 OZZRI 'NOISSIWtl3d N31111M 03553adX311101111M LaVd NI 90 3lOHM NI O3an00ad38 39 01101 3JIAa3S AO 1N3Wna1SNI NV SI 1I'3NI OZZIa ain}ouBIS pal y(IM dluo p11oA :IoaS a11n8 0 NOIS3Q OZZI�j GNV OZZI�j — N'dId 300d 03SOdOdd OZOZ O 1 OZOZ—SOS : Mrm 90r *NO IlY013103dS 3H1 Ni NO/ONV ONIMVdO 3H1 NO NOlIV6311V 3H1 d0 1N31X3 1l Od 3H1 3'l83S3a ONY 31Va 'l Y3S 'NOIS 1SnH 1YN01SS3308d 03SN3011 3H1 30VH 366 SNolIV8311V HOnS 383HM 'IVNOISS3dMd C13SN3311 V 30 N0003d10 3H1 tl30Nn SI 11 SS31Nn NOIIY013103dS ONUNYd NOOJY 3H1 tlV/ONV ONIMVtlO SIHI NO ONIHIANY 9NId3llY NOdJ NOS83d ANY S1191HONd MY1 31VIS L AO L -,I :jegwnu 6ulMo3p OZ/IO/90 :eloas :e1op aswasw :Aq pellaega :Aq uMolp NV-ld ONIdVNO �8t22 �3 'Wb'32i1S d�f10 G? ,,iNf100 'N SZZt NOLICIOV 33N30IS32J -113MOd :ellll joefad suolSIAOJ woo I,o,,6.—!ulaog3- 6LZ I-119 (195) LEVEE VOIdold NOlvd VO09 IOV 'AVM NIVd IVAON 91 Zsssaa V v(3laOld 1L It-SLSIS lel !OSE1 i1oA ^+aN o�lln 1aa,ls,eelna loe .1110 IINOA M3N PGPL4z)dV gdVDN 'VN "OZZIN'S 13VH3IW 'SNI OZZIS 7 OZZIN IT li XHOAM3N YOMOId _ OZZI�j (INV OZZI-d O ZI titi It I ' Wd3d 035538d Vd NI HM Ni 3binOHIlM ltltld Nltl03lOHM NI 03Jn00tld3U 39 01 ION IO 3JIA8 3S d01N3Wntl1SNI NY 5111'DNI OZZI9 C aNV OZZIy i0 A1N3dOdd 3H1 SI 9NIMVi10 SIH1 ") / a3nlou6ls pa3 yylm Aluo pllon :IoaS i I IT li XHOAM3N YOMOId _ OZZI�j (INV OZZI-d O ZI titi OZN O OZOZ-909 :d3eY1nN e0r 'NOIIVOI3103dS 3H1 Ni NO/ONV DNIMVNO 3X1 NO NOIlYN311V 3H1 !O 1N31X3 lin3 3H1 3'183S3a ONV 31Va '1V3S 'NOIS 15nµ 1VNOISS330ad 03SN3011 3H1 30VY1 3µV SNaaVN31lV HanS 3a3HM 'lVNO1SS3AONd a3SN3D11 V 30 NOIla3ala 3H1 83aNn SI 11 SS31Nn NOUVO13103dS ONIANVd NOaaV 3H1 NO/ONV ONIMVa0 S1µ1 NO ONIHIANV ON18311Y NONA NOS113d ANY S11eIHONd MV3 31VIS -do L--1 :legwnu 6uIMD3p 031ON sv OZ/lo/90 :01DOS :.IDP asly asw :Aq P01094D :Aq uMDlp NVid 3dVOSONVi 03SOdONd NVid 3dVOSONVI ONl1SIX3 :e411 6ulMcdp 2eti2 i3 'WV32JiS jin0 ad JkiNn00 'N SZZ-b NOIDOaV 30N3aIS32i ii3MOd :91jl1 1oe(Dld SUOISlna3 WOO 11—ftOal, I"I'w 6(7.11951 6SY6e V01aO11' NO1Va VOO9 IOV'AVM WIVd IVAOa SI ZssssaV ValNold z lrers (SLE) laa, 10j. ls,.6 aelnaoa loe zsZsso XNOA M3µ Pa1MON 9dV3N 'V8 'OZZI?J 'S l3VH3M *:DNI OZZIN 7 OZZIM 7 ,0—,l - ,Z£/£ 31VOS NVid 3dVOSdNVi 9NUSIX3 . OV08 AlNnoo 'N J Va331un9 VIsmo 3 SISN31VH9N39 Sn3li 'NOISSIWN3d N3lllaM 03SS3adX31nOl4l'M SnIIAHdONOVW Snd HVO0o0d 39a3H! latld NI NO 31OHM NI 03DnOO8d3N 3901ION SN33S31m SISdAa N 301A83S d01N3W nN1SNl NV SI11 7NI OZZIa a NVOZZI84OAL83dO8d3H1S19NIMV8OSIHl 111118µ3W VIOINOOV W1tl ainlDu6ls pal g}1M Aluo PADA :IDBS IIN9139308 XlN30Hd WI VNVIddOZNVWOH Snµ9VAS SISN31NVo5V9VaVW VIVN3AVµ W1E Id C13 3WVN DIA11NMS 3WVN .............. S nes6uV 'yli •'•O i Oi`�, S 18d?:aye' 011n9 0 NOIS3Q OZZI�j ONV OZZI�j .a—. L = .Z£/£ 3W3S L —, NVid 3dVOSONVi 43SOdOdd Z • aVod A1Nnoo 'N ~ •• I 081 ONUNVid I r i i i — — — 081 JNIlNVId % 1 081 9MINVid HAA f 1 � 1 T % i T i i I 1 I i 1 I2111061SIaell NIVW38 Ol NVAM 9NUSIX3 .oz=7 Jo -M ozoz-U-co 099WO +n FP N Z O (! 0 0 t17m �xv LTJ x O -0 X o. �< 0 �Z� r r' o r w� 00 O W C) 5L179# b3ddVVY (INV bOA3Ab(1S IVNOISS330ad 3NdOgSO 'f HIHNN3x (03NDIG) '3bn1VN9IS (INV IV3S a3SS08W3 (13SIVb V 1nOH11M HIIVA lON 'NO1103b10 AW HMNn a3btld3W A3nbnS V 30 NOUVA3S3bd3b lORNOO (INV 3nb1 V SI A3nbns AbVHNn08 SIH11VH1 A311b30 A83b3H I :31VO13Ilb33 Sb0A3nbnS .90't,i = NOLLVAH'IH 'Q'A'd'N ?RIMHON38: XiNn00 HDVEM W TVd XRIVWH3NHg NOI VNI MO 31VOS Ol ION y atL1.1P3s1: =1 qn3 I- X '0310N 3SM13Hl0 SS3lNn 03wSV3W aNV Ob003b H108 3bV NO3b3H NMOHS S30NV1SI0 (INV S310NV IIV 'b 'A3nbns SIHl 301bVd SV G31V3OI 3b3M S1N3W3AObdWl 3oV3bnS8nS ON 'E '301330 SIHl A8 03Wb03b3d SVM 31111 JNI10Vb1S8V 30 3SOdbnd 3Hl b03 02100321 onend 3H130 HObV3S ON 'Z '1N3110 A8 3alnOW NOUNOS301V931 ' 6 b313W b3W % O�Z,L X cli E68L# 81 q -t .00,0W OOb NObI 21613 - 11r oll ' 26 �ti �'� Sb3AVd 0'86 z 3 , o ~ "LZ'� k �p0 ' .5'S vv .6'9 N N 5Z 5Z= l3 3 3 gZZt# p X s�� nVd � ti , Maims titiq ���.L'S6 X bIRM • SH,LON g$6� pati z�� OI1d3S OCb NOU Stix OL 46,05 ONno3 0 0� s00� ao 1lVHdSV �. NI Slld3 Lo Lc' d3NbOO pZ, pZ U6. dObd L� � Z kd3S 3AIl 1NVb(l kH k 3b13 pR��l fj XO Ft2Z,k `O �,L O tit O ' bo 3AIVn p1• Za°� , U o b31VM •Z6S'6Z xo L5'6Z='l3 k 42 I'd 3 �Z hbdWH0fd38 3115 '0ti `cyti k �Ln(21a a b313W 05- ` �Vd ' o i!'OIbB .8'0 '� �b31ft �Z, �tia 3nV t, o ' r+3AVd i' �b�Z2 I 00 L X ,L • E68L# 8 gib' 6 ti " �,4 �00 0� p�� l' l 3lOd 01b1o313 0 HOb NOb!: 00� ' . O olb10313 ONnob9b3aNn Allllln b3Sib �Z1613S q0�k o' gZti k �11V 011d3S L��� 699L# 91 k�tiZL { ,OIL 00b NOMI a ..815 0Nno3 (TI ON o - X �Lk ��X �1Z a0b NObI CO Lx 0� 0 '0'I ON 216 ONn03 n q� q4 0 a0b NOM 4 aNnod sam T uwadoud .L03f uns aH L d0 N b313W SL NIHIlAk Q3LV00'I 2IMLV')A 40 SaIQOS ON b31VM 'ONINNI938 301NIOd 3H1011333 LS 30 30NV1S10 V'OVOb A1Nnoo V 30 3NI11SV3 3H1 ON138 '3NIl 039NOS30 iSbl3 OIVS JNOIV 1 0HAON 33N3Hl'3NIl 1311VbVd a38NOS301Sb13 OIVS NI 1NIOd V 011333 006 30 30NV1Sia V'3NIl 101 IVIN3WNb3AOo H1bON OIVS Ol 1311"Vd 'AlbIR M 30N3Hi'i33J LS 30 30NV1SIa V'3NII 101 WA3WNb3AOJ 1S3M OIVS 011311"Vd 'A1b3H1nOS 30N3H1 1333 006 30 30NViSia V `3NIl 1311"Vd a381WS3a 1SVl OIVS JNOIV Alb31SV3 30N3H1'Z 101 1VA3WNb3AOJ albs 30 3NIl HAON 3Hl WOb3 (S31JNV 1HEM 1V 03bnSV3W) H1nos 1333 b tMti ONV'Ol 1311V'dVd 3NIl V H11M'Z 101 1N3WNb3AOJ OIVS 30 3NIl 1S3M 3H1'301SV31333 06 aNV'Ol 13l1"Vd 3NIl V 30 N01103Sb31Nl 3Hl iV ONINN1038 WO1103 SV 0381b0S3a AlbVlnollbVd 3bOW 'V(1NOId 'A1NnO0 HOV39 W1Vd '1SV3 Eb 30N" 'H1nOS St dIHSNMol'K NOIlO3S 'Z 1011N3WN213AOJ NI ONVI 30 13MVd V NOI.LdRIOS3Q 'iV J3'I 319NV WdiN30 W Villa© b38 aNV 19 3NI1b31N30 lj )INVW HON38 AMOdW31 'W'8'1 1N39NVl NVl sola" b IIVN NOIAN b3AlVd did NOOG iV1d 3JVd :8'd Jd iN3WnNOW 30N318333b 1N3NVWb3d 'W'b'd b3ddVW aNV b0A3nbnS IVNOISS330bd Wsd N008 SaN003N 1VIOI '8'b'O Wn1Va IVOIlb3n 01130030 1VN011VK0'n'J'N Wn1Va 1VO11b3n NVOIN31NV H1bON'0'n'V'N 0SI0'81IVN a'8N 31VOS 0110N 'STN 03bnSV3W W SS3NISn8 03SN3011 '8'1 HiDN31 l NOIIVOI311N30I 'a'I b0013 (13HSIN13 'J'3 NOliVA313 13 3bn1onblS )10018 3AN DN0O ;S;9.0 b31N3n3bd MOIJ OV8 d 3 8 b3NOlilGNO0 NIV ON .90't,i = NOLLVAH'IH 'Q'A'd'N ?RIMHON38: XiNn00 HDVEM W TVd XRIVWH3NHg NOI VNI MO 31VOS Ol ION y atL1.1P3s1: =1 qn3 I- X '0310N 3SM13Hl0 SS3lNn 03wSV3W aNV Ob003b H108 3bV NO3b3H NMOHS S30NV1SI0 (INV S310NV IIV 'b 'A3nbns SIHl 301bVd SV G31V3OI 3b3M S1N3W3AObdWl 3oV3bnS8nS ON 'E '301330 SIHl A8 03Wb03b3d SVM 31111 JNI10Vb1S8V 30 3SOdbnd 3Hl b03 02100321 onend 3H130 HObV3S ON 'Z '1N3110 A8 3alnOW NOUNOS301V931 ' 6 b313W b3W % O�Z,L X cli E68L# 81 q -t .00,0W OOb NObI 21613 - 11r oll ' 26 �ti �'� Sb3AVd 0'86 z 3 , o ~ "LZ'� k �p0 ' .5'S vv .6'9 N N 5Z 5Z= l3 3 3 gZZt# p X s�� nVd � ti , Maims titiq ���.L'S6 X bIRM • SH,LON g$6� pati z�� OI1d3S OCb NOU Stix OL 46,05 ONno3 0 0� s00� ao 1lVHdSV �. NI Slld3 Lo Lc' d3NbOO pZ, pZ U6. dObd L� � Z kd3S 3AIl 1NVb(l kH k 3b13 pR��l fj XO Ft2Z,k `O �,L O tit O ' bo 3AIVn p1• Za°� , U o b31VM •Z6S'6Z xo L5'6Z='l3 k 42 I'd 3 �Z hbdWH0fd38 3115 '0ti `cyti k �Ln(21a a b313W 05- ` �Vd ' o i!'OIbB .8'0 '� �b31ft �Z, �tia 3nV t, o ' r+3AVd i' �b�Z2 I 00 L X ,L • E68L# 8 gib' 6 ti " �,4 �00 0� p�� l' l 3lOd 01b1o313 0 HOb NOb!: 00� ' . O olb10313 ONnob9b3aNn Allllln b3Sib �Z1613S q0�k o' gZti k �11V 011d3S L��� 699L# 91 k�tiZL { ,OIL 00b NOMI a ..815 0Nno3 (TI ON o - X �Lk ��X �1Z a0b NObI CO Lx 0� 0 '0'I ON 216 ONn03 n q� q4 0 a0b NOM 4 aNnod sam T uwadoud .L03f uns aH L d0 N b313W SL NIHIlAk Q3LV00'I 2IMLV')A 40 SaIQOS ON b31VM 'ONINNI938 301NIOd 3H1011333 LS 30 30NV1S10 V'OVOb A1Nnoo V 30 3NI11SV3 3H1 ON138 '3NIl 039NOS30 iSbl3 OIVS JNOIV 1 0HAON 33N3Hl'3NIl 1311VbVd a38NOS301Sb13 OIVS NI 1NIOd V 011333 006 30 30NV1Sia V'3NIl 101 IVIN3WNb3AOo H1bON OIVS Ol 1311"Vd 'AlbIR M 30N3Hi'i33J LS 30 30NV1SIa V'3NII 101 WA3WNb3AOJ 1S3M OIVS 011311"Vd 'A1b3H1nOS 30N3H1 1333 006 30 30NViSia V `3NIl 1311"Vd a381WS3a 1SVl OIVS JNOIV Alb31SV3 30N3H1'Z 101 1VA3WNb3AOJ albs 30 3NIl HAON 3Hl WOb3 (S31JNV 1HEM 1V 03bnSV3W) H1nos 1333 b tMti ONV'Ol 1311V'dVd 3NIl V H11M'Z 101 1N3WNb3AOJ OIVS 30 3NIl 1S3M 3H1'301SV31333 06 aNV'Ol 13l1"Vd 3NIl V 30 N01103Sb31Nl 3Hl iV ONINN1038 WO1103 SV 0381b0S3a AlbVlnollbVd 3bOW 'V(1NOId 'A1NnO0 HOV39 W1Vd '1SV3 Eb 30N" 'H1nOS St dIHSNMol'K NOIlO3S 'Z 1011N3WN213AOJ NI ONVI 30 13MVd V NOI.LdRIOS3Q 'iV J3'I Total System Information j 1744 sf.fAC li%,ingeirv. as indic.ed on -lifteeraralphes Application Area Required (square feet) 225 Erritter Discharge Rate (GPH)(Maxmum= I.5GPH) 0.90 Errdther Spacing (inches) 12 Space between Dripperline feet) 2 Total Amount of Biohnex Required (fwt� 113 Total Number of Ernitters in the DripfielcT 113 Total Amountof Biolne� Provided (feetl 160 Total Number ofErninars Provided in the Driplield ISO Flush Velocity 2.6 Inket Pressure (psi) 25 Minimum Operatfing Pressure at Emitter Head (psi) '10 Maximum Operafing Pressure at Emitter Head (psi) 45 Maximum System Operating Pressure (psi) 60 Estimated Pump Flow Rating (GPM) 20 Sim of Supply & Manifold Pipe (inches) 1.25 Type of Supply & Manifold Pipe PVC Sah80 Length ofSupply Lim & Supply & Flush Marifolds (leet) 170 Elevation Change from Purnip to Dose Tank Outlet (feet) 0.2 Elevation Change from Dow Tank to Drip Field (feet) 1.0 Zone Information 1744 sf.fAC li%,ingeirv. as indic.ed on -lifteeraralphes NumberofZoms' 1 Number of Daily Dosings Per Zone 24 Total System Dosing Events Per Day 24 Amount of Sioline' Per Zone (feet)' ISO Number of Emitters Per Zone 150 MinimUm Number of Laterals Per Zone' 2 Maximum Numberof Laterals Per Zone' 12 Number ofLaterals That Will be Useer 3 Maximum Length of Biolina� Laterals Based on Irlet Pressur.' 137 Flow Rat. P.;,7�ona GPM� 2,25 Holding Capacity of Dhippedim Per Zom (Gallons� 2.0 Additional Flow Requirement to Accommodate Flushing Valociq 6.0 Holding Capacity of Piping Holding Capacity (Gallons) of Supply Lim & Supply & Flush ManiftildB7 11.3 Holding Capacity (Gallons per Zone) of Moline' 2.0 Holding Capacity (Gallons) of Supply Lim. Manifolds and Dripparlins! 13.3 Head Loss Data - Flushing Cycle Friction Loss per 100'(psi) in Supply Lim & Manifold� 0.6 Velocity (fps� 2.1 Friction Loss in Supply Lim & Supply Manifolds (psiT 1.1 Friction Loss in Supply Lim & Supply Mainfoids (Feetof Heacl� 2.5 Additioml Pressure Required for Return Manifold and Piping to Tank (psi� 12.0 Additional Pressure Required for Return Manifold and Piping to Tank (Feetof HeadT 27.7 TDH (Total Dynarnic Head in Feetof HeacI7 89.2 TDH (Total Dynamic Head) in p.i 38.7 Total System Dosing Events Per Da; 24 Pump Selection Pump Flow Rating (GPM; 8.3 TDH (Total Dymmic Head in Feetof Head� 89,2 HOOT Pump Manufacturer BLASTER Pump Model H-20EB105 Envi.rcoesii�n RESIDENTLAL SEPTIC TANK CALCULATION'S . .1. 4725 N, COUNTYRDGULF STREAM (20026) A I 6W202O 1, DcsiiIn for 1744 sf.fAC li%,ingeirv. as indic.ed on -lifteeraralphes 2. Per S.A, Mam- Tren,,h L-dmg Rate 0.8 GPD/,f TYPc fSyte- [R] D111 IRUGATION L]AR�� SOIL BORING #1 EL ±24.0 III- R.t,: (Per T,,bk I i`64E�6� single lainily rinid-es , ith eiffic,3 , bedroo- Or b,i-e. 1,201 f.nd 2.250 f.fh,.g aire. niust I-ide t6Y ti- of300 GPD Flo, Rate - 300-wd 1 (,,60) � 300.00 It. reft-, Fl- R.te = 300 GPD APPU(AlIONzAREARLQ'D=(300GPD/0.8)N6O�/" = 22, Sq.- V..t of Dnihsfield 'DRAINFIELDA',,�DLIN013STRLICILD,U�LAILAS13E]:�ITREDL;CII)BY40q�TIIROU(ill]IIE USE OF A HOOT 11-600 'ANEY AEROBIC TRFAJ1,fFN'T UNIT.NND DRIP IRRIGATION. it.urn 225 Sq- Fea.fandivld Z-(,) �I`D,* Imilcilic ir- 338 Sq.. Feel fUnbsu-ted A- Sep-te T-h Isnk Req'd (Ime-1 t. 11-t 600) 00 'AND HOOT A-bic Testn� Unit fth Mir, 113 Lr of 0. 9 �qh d, 4, iiTi;z,,6. Im. 01 BLASITERNI.&III-20EB105 P-p [ALI 159 LF otdrii, irri�wuon hie %,Ah in I mie(s), -h a totalot 150 dnp heads (0.9 Epl-rich) K -long tk-KaNe- 13� gpb 2� '� gpmioial( I:i5 Qph or 25gal, FLK 10NE) SLINU �ILIILUULL: (24 LQUAL FLK UAY) ,P On 1- 5.57 Aileen I (5$7-..2.25gpnix24EqudDPtrMy) V OffTirne: 54.43 Nfi. te TOTAL: 300.8 G01 PER DAY IN �p De L 0 Do I�A" 0 'R> > WATER NO BODI E5 OF WATEP, LOCATED WITH I N 75' OF ANY OF TH E SUB) ECT PROPEPTY LI N ES. SEPTIC UNDERGROUND ELECTRIC QP 1 4' UTLITY 7) POLE S� WATER 8' FPL METERI I ME-iER EXISTING BUILDING- FOOTPR NT .0 EXIST. FF EL 5. 9 25.25' NAVD H-600 3.4 TANK ,b 5. 5,3'� 1011 1 'I'VI LOCATION MAP N. T. S. 0 LEGEND: PROPERTY LINE EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVER S SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DENOTES AREA OF SEPTIC DRAINFIELD 9 A SECT10N IDENTIFIER PLAN PAGE DETAIL PAGE SEPTIC SYSTEM: HOOT -600 ATU WITH DRIP IRRIGATION 40% DRAINFIELD REDUCTION RESULTS IN A REQUIRED MIN DRAINFIELD SIZE OF 225 SF & MIN UNOBSTRUCTED AREA OF 338 SF. PROVIDED: INSTALL 232 SF OF EFFECTIVE DRAINFIELD AREA. INCLUDES 116 LF OF 0.9 GPH SUB -SURFACE DRIP IIWGATION LINE. 342 SF UNOBS . AREA.) REFER TO SHEET 4 FOR DETAILS. 0. 7' ROOT BARRIER !,o 'X 7.4' '5 to N11_ - - SOIL BORING #2 0.3, SOIL BORING #1 EL ±24.0 EL = t.23.5 APPROX LOCATION OF EXISTING 1011 1 'I'VI LOCATION MAP N. T. S. 0 LEGEND: PROPERTY LINE EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVER S SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DENOTES AREA OF SEPTIC DRAINFIELD 9 A SECT10N IDENTIFIER PLAN PAGE DETAIL PAGE SEPTIC SYSTEM: HOOT -600 ATU WITH DRIP IRRIGATION 40% DRAINFIELD REDUCTION RESULTS IN A REQUIRED MIN DRAINFIELD SIZE OF 225 SF & MIN UNOBSTRUCTED AREA OF 338 SF. PROVIDED: INSTALL 232 SF OF EFFECTIVE DRAINFIELD AREA. INCLUDES 116 LF OF 0.9 GPH SUB -SURFACE DRIP IIWGATION LINE. 342 SF UNOBS . AREA.) REFER TO SHEET 4 FOR DETAILS. 0. 7' ROOT BARRIER !,o 'X 7.4' '5 NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. METER U.. Know what's below Call before you dig. 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 2D mw�� 5 15 C COPYRIGHT 2020 BY ENvRODE IGN AS�IITES. INC. �IS DRAWING IS PROMDED F R 1110MMATONAL PURPOSES ONLY, UNILESS SIGNED AND SEAUD BY A REGISTERED PRORESSIONAJ_ ENGINEER REPRESENTING ENVRODESGN ASSOCIATES. INC� Z 0 s ol 0U <1 44 P4 0 E- E- W L) �4 E- L) LO N N Do E - z Al I z 2. 0 o r Uzo I In Ciz .1 & E. 0 z '0 In - u) Lj< z C) z r -all I Z o t t z DRAWN: B.A.B. CHECKED: J.A.P. DATE: 06/01/20 JOB NO. 20026 -SEPTIC SHEET NO. Ill. 30F 5./ - - - SOIL BORING #2 0.3, SOIL BORING #1 EL ±24.0 EL = t.23.5 APPROX LOCATION OF EXISTING SE"C TANK AND DRAINFIELD TO BE REMOVED/ABANDONED IN ACCORDANCE NTH FAC 64E-6 NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. METER U.. Know what's below Call before you dig. 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 2D mw�� 5 15 C COPYRIGHT 2020 BY ENvRODE IGN AS�IITES. INC. �IS DRAWING IS PROMDED F R 1110MMATONAL PURPOSES ONLY, UNILESS SIGNED AND SEAUD BY A REGISTERED PRORESSIONAJ_ ENGINEER REPRESENTING ENVRODESGN ASSOCIATES. INC� Z 0 s ol 0U <1 44 P4 0 E- E- W L) �4 E- L) LO N N Do E - z Al I z 2. 0 o r Uzo I In Ciz .1 & E. 0 z '0 In - u) Lj< z C) z r -all I Z o t t z DRAWN: B.A.B. CHECKED: J.A.P. DATE: 06/01/20 JOB NO. 20026 -SEPTIC SHEET NO. Ill. 30F 5./ m ON X m o 'x o c� O 0 4-1 O W 4" 4 75 (!1 A V w Q .ir v1 Z O d 3 d Q w x w a cu 4-1 a, cu N O o x N •�, F°., F° o (A cu D a M bA v U a Q, •� On, m y O O O p V m� �� Q o u H i o u v 4-1 O u 7� bfJ t� O 3 � .1 . ° r--4 Q, o X Ln cn w O LO 75 75 un o o rq w rq v O c 'C5 o cu 4-1 v sa a� o +�+ U ;J c UO Ln cn CU CZ � • u m o � H o c (zcu 00 tz 3 0 H° O A H U> Q.. cz ct sem- r v �, U p � p, Q, cz U W O � O a, cz ., (1) (1) m 0 4-J 0-1 ca N 4 � � O U v cQ)�''U � � � �rCL4 O � � v d CJ CA 0 J CZ O D u O cn -. cncz + - Q n O '� 41 O O O c� U n Iz U' O TS O ++ N O O Ocz U 4 O � � � cC O N • � � �, � cz CZ � U � o( 3 a o 4 3 0 a 4-J° ° ca °4 cu o o 05 �. bo U ° �cz ti yea +� m y �• cA U u Q- " ~ U O +' cC . , O ... cd Q O r-Lc� `� ca U U S� Q, N ..� 41 v� cz O C N bA C14U v a� .� i-' a� + U U 'C C13 4, .. bD cz "o .� cn N U O �, x m U a) U v U ¢ 3 H cz p ., O "O :+ cd U �, �' i'"r N O c� .� cz ++ , ++ a' N V c� cn m ., •� a� bA cci 's 's }' a) a) V O O N N m H Cf) CIA bpA O �~ p '� c� c� c� �r O U H U CZ Q. �, +, O O Ocz cq OC14 Q')C,3 coy O N ++ �, O .� TS O cn ,� �, V O U v o bt up to 41 5 Iwo °�' c¢' .s H u ° U F+ Uu IL-4 " U D C7 ct o C7 Q U U U w ��. -5U zs U -� 0 0 p o o o ss 0 O N .� N O cz H O C) O i N O � N v � 4 Q 0 J L. � � c a 5 E Q F- o iL n Cc Oca Ea V n0C) `t U V P C L O �+ a) .noE o .a as a C ►- ts o C CDZo �EL7€ CL a ,a C a) O a+ �, m LL, _' m o >% Q o � E O O Cb ou a)CMMm aCL�� m c LL dl � 5a�i d (D a E .2 C E CL o � o 0 a� z w m a , J AJLU O W � LcnA O LU z a Q CL .10 I- Q sv O w m a , J AJLU � p z c >, v �t OCL m C EZ c x 0C� c C + ado III a a � U- - mj ycn ( c I O C 0 C LL ' J O in. E a a m o a c WO LL O u CD pa C c m °CL W Q m E Q a U m n 3 y 7 o U m 2 a) V] N Q) 4I Z I 0 c) o o, a} ¢Eas f° U) o y o c m N o Z m a c f6 v v 6 x a) tts Q �. 2 C tq 0 C m a) oo m o L° m � w vs —m m' ra u 0 E o d 0 d in i E Z o a d Mm to 8r o _ IV d o � °" 4 Q Q Q m m cA d U v;� y d c mood CL 0 m m U ci U c3 sv O a , J AJLU � p z c Z O E'er' a_ CC U LA W J W J M 00 40 M M J LL f0 L N c7 f0 O CC O N Ln ( c 575 •u L; o m N o JVf w L o O O to CL opo r— �. s a O c .O fl. H a� L O O (A fC L N O C0 ° L C � o C 3 O Q. L N iL-+ = C 3 . c O m ° m L �aa m M N N N "0v1 m 'O N CO L N O N O C -OaL J J ;v o 3 4-0 a O '~ tE N O vO C� i O m O > O Q• -a C _ L c +' p O ++ Or V i +' N }iH u v0- m u -O to J Ln Q1 +-+ O 0 V 'a L Ln 0CA 6 5 H c O Z W O O V ++ M O `'- t +' 41 O O u O ++ +' LA O a O __ -' 1 N L M O J O +L+ N o N N O C 3 -a }, m O N fs L COC m O 41= 0 Z ° Z m 3, 4-1 C d O O N m cu L u m 4m 0 4- > Z O ^ N *' 4-a o u° ° 0 J u° J O uO E m L c M -o E m _ m 0 =v m Q m (n o a z 0 Q N 7 z Q z 0 a U N W C3 u1 w IL Q a cl- U M a c m J 7 LL CD •� r C N Cl• C c m o a U Q) o � Cl a} E U IN O V U Q z C � O U ` L � U f Q 0-0 L 0 �U U M m m� v� wo C]. lb O T c CD r o O 2~ a y� `) O 0 o Ev � o (D O C (D d c O O O CD c CD .o Q 0 cn a) (D t4 N � U > a) .� c >"m O N C z 0 3 m > o m c c mQ@' a O a)�� a.. c(wli U 4) N a y r- 0 a) m �a)mm OL =(ntnn W- -CSU - U M to m .0 U •O a) — m L (D Q Q Q C c m a) O QC 7 (p O Cl) N O c� o c � m U C Z > Q C - � 0n 0E c � � v c N o� = Q m c % v as E O O m C O 0 o y '=O m O a o° V) a o c E O U a W y T 4) m �•. O'D U �� cx 4° QL O �w O - E) S> p n U O w C 0 1 •0 N uj N in O E p O E w a) O D a 0 EEp c d N Cl? O c O w m U O U O N W Q r cN c �_ O m L vim.. a) .� C1J Q� 4)� EE E its tL > °r c z° m _m m E aJ O ma 0L o ca cL a m > d a C > > > -ECD �� a N m j r- > a ° a- o (c6 Q +�.. ��// 1% c(b C � C Q w (Q } M} (/) C .c: o C > o E c O C > O - >. O `O o° Q Y� On ia" U O V O `- a C1 m 0 .(n O c (n (D m n cn a) z > f4 m Q c p �`NLO..`vs n �o a� N Qm = iaE C O VU r N a)O: �� 4 Q Q Q Q Q QCL J 0 Q ] Q Cn m rd N J c m E U C m L C LU G) CL m U U) C m Q 4 Q) .3 c U) c U C 'w O m N 0 m u a7 L D O E CD a� co 0 0 R H N 0 O 0 ri Qi L 0) c O w to M CD E� m m L p1 O C -° w U w>— O U m O c .= m U C U m E� C a) m � m m u 0� ui m O CL c a� E a O N a>7 0 O C O m E _ (D c1 n QU) m w 0 E m O E C 0 > m a w 0 W c in > o ° v m m m n c M U v V Lo O O O Z f9 a) i a EO C T c L � m N 7 � O T ° �- O 3 O N O � y U > C CO � U w C (D 0) cc O v w ` y c m a) E ` o O Z � a m � c N N w cri m 7 c m E U C m L C LU G) CL m U U) C m Q 4 Q) .3 c U) c U C 'w O m N 0 m u a7 L D O E CD a� co 0 0 R H N 0 O 0 ri Qi L 0) c O w to M CD E� m m L p1 O C -° w U w>— O U m O c .= m U C U m E� C a) m � m m u 0� ui m O CL c a� E a O N a>7 0 O C O m E _ (D c1 n QU) "I U) CLuj 2 CL crE 0) k � CL e 2 k k 0 § f .t / \ { E E � cn 0 % 3 I g E � \ _ '0 fk %2 =2 uj / § U? / k E \k CR / § CD ® q \ §0 �a k \k±fg CD { � ( E CL 5 \\k o ` \ ca ƒ k CD 0 o \ Cl. ± b 2 2 0 / 2 % ♦ 0OL R C / E f f m 2 � 2\ { \ 7 k £ 0 k ER t \ @ \� (D� � \ m§ 2E ?� Ef Efc $ E CL E _ = C- C CL a 5 77 Q E \ ) 7 d � & @ \ % @ co 2 2 » 'b 2 k k 0 § f .t / \ { E E � cn 0 % 3 I g E � \ _ '0 fk %2 =2 uj / § U? / k E \k CR / § CD ® q \ §0 �a TA / _ E / k� 0 \\ aCL <3 k { � E 5 / \ \ k ` E { � \m / � $ CL c 0 C ® c p E \ ) 7 f coa- co 'b \ I c o $ M { i/ f f o L1 / TA / _ E / k� 0 \\ aCL <3 2 C CO) E c b D C C O Q O N N C O v w C al w > N E c O E(� 1+ m N 4 N a> > CL O +�-' ♦�+ L .ate (D ra CDO L 0)0 O W .a b y N C CZ d m ,� LN G> C y ro m N io Y o c m v o a sn N M > L ♦� V .� O O 4) U C L C O O O U %i L A Zi y r '= y '� L w v ais „ Oa,'o. w ° ca F- o c- c v o e c'c m a sa c a u 0 �y U _ o N� (� n. d> M 0 N N 0— � aj ) � 4 onM "j E ;�,0 to ( Amo E c o ° E m� Zc ,�v,n is o o. c4) o 0 3 m ? o C c cu p x EnOy h O N 3 N a D C pO flLc 3 � a � c � U C� c,a7 E 0 �_ V5 yCY c �- cu > a m E Y m �d �Y > vcv c C 0 0)rnQr�i, C> C> aM mC w� avM Co m a'�3 y C U M .0 m �W II O � @ ..+ (DC C RI OO cl- s (� Cp C V1 U (D M +9? T� O U m �>,, U (D 0 CDCL d �� U� O ! O c 'L' f;d C O L q, C E LV t_4 O C t1 7 i3CU O 3 O C Qc C', Q L �>0)� o o '.Qt C 0 w M C CL x w U--] 0 C? O N C? Q 0 LL Cl CLQ c cu M 00 4t M M w cn w c7 U 0 0 U U 0 0 U UO U Qn Q. y.. O U O C 3 41.1 � M � r.+ � •'a V C A c � Z M � C o — v C t OUd "~ Vi rn 00 C c y U O cj O cz o C7 Q, a U — Q a, a CA Qn r.+ � •'a V C Z CZ b o — a, +•� o, cn y 73U o. 4„ CA > L. .� a o on o Q. a ° ° a °oj O 3 u cl a� �� C 'L7 i O. y ctb C U� •C � C� v 'O .. O U y� O L to 340 t°% C+ C .� r. a% O ct O tj W) Q, W O Q 44 a •v O "fl V cc 4= cw ZS � Cel Ocz v O O u OM, aj . o �, a, C o3._ �. ct 4.0 4.,o > 0,4 Q. O L Q. �pcnCCC y it ccz U 44 C by b v � � 3 a ON r~ '.3 � �� cd - +�- �• c«. 4t oo cc 6 4. 4j CU ci O O y vii �.a bpm R, � � N ^ •%�" ci-'d A � � �.+ •r ^C ^Q L M in y b i+ �+ r ,y ' V cd O Ct O M e� O r.+ V O cn RS O O V •" O cn CC A � 4�•. '� b �. p" i�r CSC .�^'' y � O � '� U ' V' y ° � � � ... � v� �.+ tb o m O Z60 bl) �_ y G� •� ', G G 03 t cn cn ct 44 03 03 > �• O s, A 3 S O bA cd p v O p +-+ t4 y^ a� �. +- t� > Ct C L�. p O bA O �. a3 �• O y O �' ri ^„ r., O �.+ CZ60 C6 0 c ,A z A 'O ,A y 73 ci co Cd cz a. 6. ( cn tb Ct w CO to � A �, o A a x o o F ^c •v 4.. 3 F" cz 3 F ►� .A .r w o § 4 \ 2 e z 0 k ■ ■ 0 k k z 0 0 > � « CL 3 E -640- a I -M o° 0 •� LO_. la p ' I 0 v s &:5 @ m lig 'c',6 43 Le a .r m MIS' co •' ' +,AMC in. 0 r th RIN Im- Cl 9 E 0 c ' AE Cl ZL c t2 m N c� o b4? a SLRVEYQP'S PHURF/LCFTD' E=CT Nr m IP -0O7 E ODG - 90EIE A/C = a,.WiE yC PAD � � OTEPARR 510 M. - COUEV rPA6TA.ER Pb OV=G1F ALIS Co -SVETA4✓3 OFN.QA 50)a aEARr/E MW+M Almw KR7rA arw ® 22� RO'a1 �O.OTJL 4p.EY 3rOl MYN O]AYHrr PNf1 b PS�OPI 9FTD[ F MW K11gII CCT 5 AR NAE' NL9]rOwrr U63 MaO9 OVT6DS.VFgA/ A^O 9AIEYINE4' STAIEDOhfrAlff NL O.fr6V690ANIOiM Ni BIYD M 11E STA LLS FOA vs sAxr mLs Arrclm AwAAIieAL oaosFEarFmrN laTAs AAMLW E was M l n AgZi/AYGY 6 LEA9RWlR FM IfRiGV. IOSUTN Ab N1l1.tR OfT6/S Ws A¢S.aSVrwas Mao"—URJIES o7 uCDUV ofwm DESCRP7KY2 ALL M LOTS V A/O X AS SW- M r fl 1 CY PA M lA QDYE a0]'dr0 N 6C 6 MIA M PAS t PALM B l O]MY Fl$K REO]®S (ESS 11£ SO PL O ([A9✓ffD PAQr tT LOT 10 AS Wq T SAO PLAT OT, F O.IF sirfAM CObE 10 w11: SAC AT A NNT M RE EAST LLn ur Lr£ M sAo for za sac PMT arc nn rcrr sans cr rrE rtwnfAsr cnarn cr sao Lor � rrEn¢ MA��I'F' T AR OT corEtx o<sAo Lor nrs.¢ aEsrva r ALa.rc nc rivnl nrroAar � sAo Lar xt A osrAn¢ cr ❑2n FFFT ro nc nwrrmEsr ttYdER cr Lm 2r As 4OwN M SAO !tA r O* QLF STREAM COPE' i/TAE AMIIE/d r, AOSIAI[F r5a.56 FEEL IO ne PONr or arxrc lcffr.• as�o QRRFED 70: _ wLLLIM A00'R RA62AU LAW O.D REr1.H.0 Na IKNAL RRE rgRaACE CCMPM'T MAP OF AS -BUIL T SURVEY STE AWRESS520 MME ROAD OLEF nwm FLOWA M4W wrsro...r siMo.�w °o�"row:c+'E � , r. �aruesor®A�owa PAUL D ENOLE SCIRVEYOR h MAPPER /5)06 O'BRIEN, SUITER & O'BRIEN, INC. LAW SLRVEYORS CERIriC.a rE Ci AVIM ZA,M MAR A. AM YAPPFFWAESYrb&E Fff OEI.O.[ 9!! NW. fes' HML.� rE�A�]1NRA f�rM }!9J A JJIa! r— Nm__�a RRVIYCRS t = aWTERAT = LDITWE _MOT¢ A/C = MOUE Alt PM aN _MFAA,Ot PAp =GR,TY� rP. - MOTIF RWBOi.D! PAO GV =GAR. VN.IT CO a SW AW SENDl QF OA SOJ _OEYARN Bt4D OV IO+RI AVNN! LfAICAL O1RM 89g NdF fLOaA aaOSAL 9JMYHTOIAMRr a$ fIAT/ATE AE�fl. 6f MMIMYPAHL ro psm a� sFFrc F AL1P FEYHB O'r S a{]O WTE . L, B2IOVIYLIES A`ONOLM o. ASMAWRATAws�Vus srnROORDA� NL L. ON RESlMD4D us EMTTAI T AJT BtSFD ns smcr+ks �ncun A LAwN arl. o:aOSFTo'rRbrN irrtTAs FEaxorw � A AUXQVamFT wrs AOTun acsDa A OYGY 6 KAS/FTOAISfOR t4RTfX W�.RM A'O NDI.Vf L.EJQ)S w s®FTA¢ gA®+ was uoa RR uRntS a: i�DAn FMRRS CESCRP ALL OFLOTS G Af X AS SWAN w RT"r LAE S� Xv rEc N RAI xor aA w PAGE ei P" aEA CLNTY P C £TCGWS LEW RE FaLONFO CEXFBD PART C LOT M AS sownw5 RAT o- akF sTREAw WEE TO MT: WON AT A FL NT ON Rf EAST N.VDARY LNC [E SAD LOT SAD Po B asn FT SL FM OF RE ALFRfAST COT`ER O SAD LOT M ,FTI.OE SLFRpRY ALCNO RE SAO EAST BOMARY OF LOT 20 A OSTAAf£ ff 77I FEET TO IIT SO/REAST COWtR OF SAD LOT 24 R a WEST Y ALO`O RE SLFTR 9LAOARY a: SAO LOT 20 A OGTAA i O' M" FFFI TO RE M?iR rCMT OF LOT al AS 99'AN ON SAD RAT OF 0. STWA WYE REM' AO Mt Y, A OSrA OF 6_%FEET TO RT P T OF ft J FEREN L 0. LDRTM ra wi[IALI SODER RABLTAG LAW aD R0.1BX' NA mu nRE � CavavY MAP OF AS—BUILT SURVEY STE ACMEM 520 MDME ROAD a.LfSTWM{ FLaWA 33483 +owsmP10"r cvi SL VEYOR & MAPPER 157 OBRIEN, SUI TER & O'BRIEN, INC. LAPD SLRVFYORS CfRIlIUTE lr AVTM]flIAIgN 933J SWVEYOt AbW NM'S4?'A PA40.EM 935 xW. MAVM�RKL�XtRAY dAlIXFj 0¢N5(' FZ /'iDr '5u� �-a SU? YOVS REFURZ ¢-QNR IP - Lvil97£ 0?L - 070f]E = NOt EA/C 910 AAP-OJ4ffIE9AP 910 IB - UINY� C O IP�910 OV. -MR MNf m -SAYT SMR VFM'Q +SOI-DEYARNsm OVN AMRAY loR MIDI EM SORE RIItlI 031O1M SWKY HIDIWp( P -S flflD iDE AE CDWAN YPMD. M 25M M3/ SIF r WiffligIICLT. A" W7E. ALL EDJEWtY ucs MOAAQIAR MD@6Nf 9Ar Aro SVNEY VIES STATED ORFIAtff ALL L1A)6DS9[IW i6EVJ A4MSD aTK nAwvD us rmc 1165iMEYHlSA0ElH1A ANIN!£lQ 60.MAE 61FO7rN RFT AS li a FOt /S( FhfffRIYQM/d: NfAS AOEl4DBA4D W A IiDJDRCY (T A£A4lFABIISFCR LEAIGL �G�JfN Ab MDIMGET®5 ro w s lFA ¢ .YwA+ wAs wz r w t m/ r6 oe ua7a7pro rtJTRrs Q�SLIPIILrt �FSnEW K RE rNMr Wiz.% PAIL T% PNM MC C LYIWIY PART I LOr LES JK FO PLA PART O' LOT M AS M LF. T SAD M o- EAF EOLMM LDIL ro wr. ffOIJ A7APLiVTW RE EAS!�24 rLNE OF SAD LOr XA 6AD RN7 B`L& 12 rz FEEr 59l/M Cr TIE NORIIfASr LVJLR W SAD LOT ZR DIJ� SCt/IIE1d.Y NOAC RE SID FAST 9]U411RY LT LOT � LO 1Lt wf5TFA5WlT 1!f SR/M BAL'DARY OF SN LOT X{ A OSIAAIZ n< azn Tof rroRrmRsr Lnean � Lor 11IiK1 EA)SRFVE9NArR—ANL M051TT aLLKF 6S1R5E6AFYFFNT VTcO' If/fi+LY.9JdHA MAP OF AS -BUILT SURVEY 97E ADDEM 520 MDaE ROAD aLFS7WAM FLaM4 334M ,.loL Rm w xsv6er wAiT ASwerwme moL 9AsrKr ra�a�mr 1nm � sr rtna°� saF—Rkz . SMV£vDR d MAPPER /5]06 O'BRIEN, SUITER & O'BRIEN, INC. LAM SWVEYORS RRIFCA IE Or AURD9 — &8131 S KK ,,) YLNf. SIR R 2 Y �AFRFAOIdaA rSHAS (36f 316-1301 )SS-JSA TAi T6-LSq Nm --+tea vavFYDRS RER77T/LFL[J`R E = CENTMm LP - UMW£ cm - Nf.FA A/C - a�OC1F At PAG &m -@F 7PAD Le -CRUD&. TP. - conwX mwaa ER PM Gv-WEV W co - s4NTAW SNOt OEiW 0/T +SN-OEYARN 944D W NFM A1ERL'Av 4ER/GY MTUT � AANF .5-F QIIc4TAt 9/hkY ®DILIs9( a5" Oow,L Pp D NO"Q0 3.F F Y from CCT S XX, WM xE81NW LMSROANLA4 UWO[ SATERATMDSRICYINM 51AEVORBiPB ALL 1){TlaUG9PYT HJiDL A'i B44D M 7 E STATDYD LIS FOOT RGSR.rYMISAOE1fDALMU M O'409FETIFW fFETAS MOtUVIY QLHQ AS AOfWD 8t4DM A RDMMCY6AEA4lElOf/slpt lfTiTD01. IOa2011N MD A`OLM OAA� M 9BR/XAG: gp WSLgfX FCR NL/lFS OP INFNR]M F[VTD3 LLSC 7XM2 �sIT�-TS CO 20 t NRAT�2ArW PAf BS PALV BEAM Mp PLa-C WCLYNS LEss TIE FCYLOATD OESOWW PART OF LOT X! AS N.-, UJ SAD R.Ar C.r % sDSAIA ylll TO INT ffGN AT A PONT CY.' Df EAST sgADARr LAE O' SAD LOT XL SAD POM ®L 22,2 FEET S1 DN AO AST COAEP CF S<D LOI X), Rff[E 20 a asrrinµ¢�OF n rnT'TT To SOLMLAS OT LYIWEP O' SAO for XL iFEI.fE MESTE/d r ALO\G rIE6sU='5 Rl SAOLOr20.AOSTAACf a LY271 F2FI TO TW II AS IgiDAKST Lt?3ER OF tar 9,OwN CYI SAO PLIT O' LLl! DEAM CODE T{O� AOiiFETE Y, A XTZ L1� 6SA 56 = TO DE PONT W kiaG Z /ETEIY RSOWD Loom 7Q wLLLIM 6OUXP PALIIAu uw CLO Rfq c N4 TOwY TITLE AGLR CLWAW MAP OF AS -BUIL T SURVEY STE ADDRESS 520 ACCD£ ROAD aLFSTREM F1DIDA 33087 ,ewsreA n.[ �. MstwL�iOS -Ing MI I=SutihFi� PAUL O. ENGLE SUPVEMP h LAPPER 15,06 �n Fritz and Tracy Souder 520 Middle Road Gulf Stream, Florida 33483 June 18, 2020 ARPB Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 To whom it may concern: In preparation for our meeting with ARPB next week, please let this letter serve as a reminder that we are seeking approval to simply replace the original 5'x30' 4 post dock that was part of the property when we purchased the home in 2018. We included pictures of the deteriorated 5'x30' original dock under separate cover. For the (proposed) 5' x 30' dock, the setbacks are approx. 8.2' on each side. The two piles from the original 4 post dock still remain. We plan on using those piles for the new dock as well. The piles are in good shape and are almost the width of the 30' dock. Our boat is a 27FT Chris Craft center console, and we will not be installing a lift for the boat. As you know, we have also spoken to our neighbors and they have no problem with this plan. Thank you very much for your consideration, Regards, RECEIVED awn of Gulf Stream, FL :11 ppppp-�'/ f Ni p j3 s 'ft /lao,� A2 'Facr�yj SbAlk ok !!fig }• s � a 1 t s 'ft /lao,� A2 'Facr�yj SbAlk ok !!fig }• s � a 1 , ,67i. u M; f i. 5 3 1� t� . As ` r ' Fil wl Dt -p- �f � - .�J fti A�•-j� t �5., a 1 ) As ` r ' Fil �f � - .�J fti A�•-j� t �5., a 1 ) q Esc%• ;:r --a �a, ., r �- � r j