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ADDITION PROP. 5, WDC I I I I " TO EXIST. FENCE - X - X -MEG PROP. 9, HqOE EXIST, TREF ._�, 11 4 T9�R;iE�YA�I;N �0 MEG � C15 ,?,�) I L 2,957 � � 12.95--\ CONC. SIDEWALK 12.95--,,- \. CONC. SIDEWALK TO REMAIN " MEG I I. � ,\ .1 I 1 - T . � .,.!� � , , N N I I __,_;�,;) I . . �1'1111 -, - I I I / I T, , ,4 . - - � � ; I i, �, � i, � I -.,9, I � , I � I ,,X����� . \ \ ,,'b i� xl�� \_� . F - - / I Q1 I _�._,��, . � " I X I oo__ G -MEG _(9 , 12,5 . 12.5--\ - ,_ _ ____ 1-7-'y - I "L "65 ,,:g I __� 1� . -_ f� __', \ �1;11193 "' .,. I 'L, �,, 12.60 - . - �J, � - � t. ­ - -- - _­� - -- ­- - --I -- - - � r . I \1 I I 'a ( r;,,, " � - 11�_ , , -_ I � 3.00- I - - - - _. - - - ---I - , I - �q:�� --- _�� ,I- - .,I- _\ I 11 '' I 11 X ( J, ­ - . - I "_ m__ -, - 0 I - - I I -',-,, \\ I 1� .,!, I �� 1$�" � - � � .1', I 1� I I I -�_�, -�OP. i' WIDE � 12.65 12.70 . '' - r ' , ' - , I ' .1 ... . 1) . ... , - . .- .- ._­q� �_ ­ . . . . . 1.111,11, ... / . -- - \ \ � I ) X , . ,, ,:� . 'r: . 'r :t : ��­.- ..:, " '. , - � I :r � " rL �_ - .� ' , I. � " � . I . . I . �AS " - - .. I i I 11 11 I � N ---- / 7 - - - �, � , � , , . � . I . . � ­ .- � - -- - ­-, -1 -, . � - I I 1 L . ,: .1 ..'. i � . , I . I I I �� C0NC,'-SDEWALK . . .: . I L ";' I I . .1 - �� - I \ I I \_1 2.90 . � .. ,.;,. , ': ,, . , � . - , �, .�. � \ \ I� . �1,��� .. .11 I I - � v / = I I I ) I (" y r 1-1 I n -I ��t ! �":.�� . r'..' , Li �' . . ` � I 0- I I I I I 1 85 12.8 PROP. S'xs' . ... I I _� ,:, �'. . ��, , It ------ .. .,� \\ - .. I -,.-,- 1; - 1, I , BLDG I I I �: 1.� / /_ I. , 1. ,:., I � I I I I \ CONC. PAD FOR - I 1-11 12.6 \ - . 1, I . . 1 - I / FFE=� 2. 0 \ K\ I X ­ a .;_ ..;, , _­'�, L'. :t . : L� .\ r - - _L�e� - - - � \\ ecyll�\\ \ ) 1111 MEG � 12.60 ,\ 12.65---, 1 � 0&3_:�� .1 . � 11 .�--,, ,.:_�r. , � I I I --A - - III CRE RACK 1\ \ .- . I ... ..L . . ��.�' .. . '� � .L. ',.:, . : ,7_1J , , I , . I . 1 ,!3 \ \ III -, 11.9± =- .1 IN.' � I __) � ­­ ­­) I _� I . ., � -41 I , +13.00' 1 12. , . , , I . . - , - \\ , zio� - " . �, � I :: . _,.I'. r �, - . j / \ - I : . "I_!� r .. � �.. I _tj , - - . �LL4 \ ,�._', .1 _/ � - � ------- _. . ". ., \ \ \ 1 �7_ ,� \ ", A .3. . I i \ �D I I _____ I \ ,---//- �_ . 1.11, ,�.: � _,T� �, 6. - :i - L I _A �,:.,;'­ .1. I , - - _� -0 - - ­� I� I \� I 11 - tj \ 12 ),---,/ , '�, i`�,, - - �� -- - � - 7 _.1_... - ­ I �% _ \ \\ .1 - , - 123 - / / I I Mr . . . .-I \ � \'�.., I , L:"� . I.., ... . , , I I I --I " / -, NG V Lj I "i - -, . �,-- - [�-_O/ - Mr.., ., % ,,.�, �, ,,.;r, I --- f- , � + / - \\ �� 'r 1�1.9± -,� -!,:..:; ,­ I " �� . .. .. r - 1. . � � I-, MEG ,rl,-O,, ..-,-, .., I I , - ,,, I ! ,, . I . . � , ­. ,,, � �� ,. I I 1 3.IQO L -1 . I .11.1, ­ - . \ \ _�_' - X-1 � I / ".: ..�: !:,-'�� �-,­ .: . � . . . -,_ 0 \ __� 21 1 11 I i ) __1 ' _</ I / , I I �'. ". " ''.r' � 1. :.:: .11 ,E] ( - 1 lr-,-,,-- " I PROP. ROW LINE --"�' ZA ___� � / Is, " L '�".�: � . ,'_, '% . " , , - . ID, - T \ � , I '''', 1, . I . �: " : .. .. I q .1 .rL. � I I 0 / -11 \ ,�, . 1� _- - - . r:.� �L ��. 'r - ,., ":,.. ��, �� - , 11 .1 I 1. , , , I / , , : .: , L �, . .. 1. .. ._' L I � I - ­ - - - . .. �'; r ,. % , r, _ . I � _. : ' ' :L �, _ � 1�1 ". � - , . � : _ __j � ­ ,, �; -7 � - 7 � I . - - - - - -1 `, , ( . , . I.. I . ­ %. . .19 .. 77r I , \ � I,, --,'-,� i I ,,; , � r _a_____ � .1 I AT) L '; ; ..:1 _.., _. 4. I., ,:, 1 1 .� . . I \ , I I , I , / "-( K "(, /// I, . . . I . L, _ � �,: I . Lm, I :. ''.. �v �, � - / - - :--__I I I I �-_ 1 2.'4 0 --,-- -=I \_ 1 2. 8 0 1 �� 1 12.75 \\ /,II,-�, - \\ AEG- ],] I I f) ) X 4 , f I -�] �1� � 12.3± ' ­ . \ / I". ED I I I I -, - j I /�,�17..___.__ ,�\ -, .-+1 I '-7 , I _� ....'. ." m' I ii / I -0 01, 1/, . � I �,\*�- -\,4, _< 12.20 , _-,,, J1, �_, _""r I, 12.80 / ,,, I 110 -- U_ wh - �:, _ I'll" \ \ - I 1 .8 .&��;..:­, ..'� r .=,i'�I� , . 1.� - ; I z � -7-I �­ - , , � I X , ______� -1 - . � - !�':'-- - % - . J- - I-" X " ,!,tl .1 . ; ,,, 11- n ­�; 'f � - I ; � __ ��­­_\\ I I ") 0 )� - / L�, 1')�� ­ ,- - --.-. ­­ ­.- I—— _­ ___- __ - - /1111 I I I I MEO 'Y " __/�_ . � � --- - --- --- , - ��, "--I 2.11� ._/ I _,_,�,_,� 1, . I- - - I" _� L��- - _�,d . f- - ___ _j 12.1 , I jyl� ------- \-4 .1- .,/�,, ,-,-. 1'� 1 12.95 0 "' I I' I.- __ � _ - - 13.00 I 12.85 12.75 ­ _,_­ ___ " - __,-, - I -_� 12.80 -'-' _( .., 11 F i , �_.O ,r I 1� I I ,�,� r 11 - \ - I . __ __ 11. _" 11,41) -­ III "\, I I "Ll 2.85 / -_ ,, ,-, , f" , , ' ( Ik\ ']� . - I I I �< PROP. 4' FENCE PROP. RIDGE 1A I � ,,- 12.90 1 1 , F , --- __ - ... I .> �_\�­­",,­ f, "" , - I -1. 4 .__/._____.__.._ I.., -1 - - � _1 3 0oj _ - - - I 11 �', 12.85 . �---77f'(,,Y­'__/_'�<. '7 ,/ , , /1 2.85' I � � - __ ­ - - . - - .--I PROP. ED( - X/ " ,,,/ 1, 1 '�, /I , �,� . ,,�/ '0I/ A POOL DICK - "----.. a - �___,., 2. I __ .// ""(.,/ //"/ ,,,, I RIW /� " I � - - \ I I I ) ��7/;/;,�J.'// 1 " , V/ � T OF X :Y I&, , / � , , "; / : .. . \1po �, I / "', ,71 /�, / I PROP. 5' 1 11 12.80 /// . & 0 1 \ 12-80 ./ . #R6�, ,hooilkt- , * _�_ I , � 1, ) / I � I � I FF I . __ X,0�1 - PR6"'. �`6' jw6E � � I DEDICA TION _� � 1285 �% 0 _j - /I __� - I - )_:�,(-- ­ I '� CONC,, "SIDEWALK - ' //1111 . _�_ ,� ] ,.r /__._1_1_;_1V - \ \ 0 //,-, '�'�� A,,,-,-,(- . �- - -, ""' ,) . 11 �\ A ,,/, . ) PROP. RIDGE - - . . 20' 1 1 1 i 1, I` ", \ . 0 / " G r-__- I ( 't, / �, llz�_ - � � , -ROW'i N \ / ( "l, .4 1 -AROP, INE, "I ", I" � ,L,, " �, ", I * � 7 -, $ ,, I X 11) 11.9 //11" MEG - X ____ - \ 1 i 1 12.70 12.SO 12.90 12.70 .. 'e 12.2± A,) �' 11 M E G" r � - - �, I'll, , _.� -1 ____ / - �q 112.85 " - '*1 . -4- - -+- I -*- - _�_ - .I^,. . ..... . r f - , __ / I'll \ `4 _\ dl ,I _\ " \ �'r ­,", '17 4 <' . , 12.80 V�_, I �, I /_*_ - , -4- - --*-- ,,�, I POOL DECK -V , ,,I I ,_.­ , . 7 1 �� � 11 , ", ­_" I v 'r,"', ,�� \'�� 0 ( / PROP. 4 � , / � - .".I. -.*- - -A xl�L ,�i,.f \A, 12.62 0 " -4- ,4:�� ­­ /r"/ I ­� _jJ SPECITICA T10) . - � h� I VS ON I ", � X , 12.85 A \__ 11 - :�� / I ­­­ ., ,-,, FENCE " .",\ ''.� �"l i . / \ _�, , / 7 ­-, �\ _-_ ____ \,,�, /-_�:]`_J..I,�'. ,�, 1'i, ARCHITECTURAL NANS ,� I - / F - 123 r I' I—— I . I I ­ k 0 1 / / \ 12.55 12.80 12.5 ' -,. , � il J�j­�­� 1-;,j ­j, . I / I ­", I 1 /I / I � "_'-`, \ \ \ , , �N IT , 1,�Ij:'11`1 � , 1-1 '�'-�_ �J�i \ �_.-/",__A� �_� llrl� "� I� _ " , . . ___, f , I il..Ji I �"_ 11'1� � .H.1 F I'll I 1 :, I 1"111J., I' �.-,*/ N� _� ,,, 12.80 1 1 " � CD 101, / I � / \11 Q� III /, 1<' , 11\ \ \ + / ,�,� . I I "11 /'� /-' PROP. FLOW LINE / , � , ) \, ,/ \ / -.1 _� 12257 'I', ­_ -­� ".. " � � 'IL:, � �, r. ,,. , \ / J` I , 14 - - -./ - - " I � 16 1 1: � :jj. � i-, \ \/ - _�_ I .. -.-- I / .", PROP. EDGE OF �, \ , � �- � -f-,- i_� ""I I , - A 'w", I � 7 -11 11 -� 0 '4 ,�.­­­_. . - � - � � , -1 1�j \, I- . � )�// I I- � . � I" ­­ / /'r . I I / \ � I, , POOL DECK 12.80 \ ,---N1;_? I I , , " ,.t- _��_ ,.'\ 1�� 12.85 1 o " -,\ 11�_____ 7 1 � � I/ I I �_" ' PROP. 4' / / [" � 1\ ,'11TLIJ, I " J(Ji, I I t I ; -� 1�/\Al , I / / ., \ '� - 1 ��*,� \ 11 , - , / / ", / � - I 1 . 11 (11'�� - 2.72 � / , I � I H. �. 1, -12.90 \1 ,­':�_ , " . - " ; 111� I - 1-1-1 �,-1 wi\ 12 85" Zr, ,� , , p ;�� ( I I 2S5 < �' , �\N -I- I � / I ,.q A ""' ,(- ­ ' / ^ _/ FENCE ­�_'�, �i r __-__ / / J,/ ::­ 1, , 1: '" \ , - � , I , r� 1 ". ,�.,�! , . ,_ /X/ / I IN _1�j I I �,� :1 e� ,S,v' , I 1.11, _� k // / - " I /, , �._ 6 ._­.��% v .� 1 'I 1") � +1 44 i_ ','I 1, 'A\ r,,/ , - 1\ ­ - ,,,/ " � 12.90-\ � I "I �, C " / I _� � � " 1 2255 - ff � " '> I I �, ­ z I I ": ---.,. I - I/.IV 12.75 _11� ,X, I i ­f-,k1q-, I , . 1< 1. - I I , iJ,.1 �.4.111 -1 � \�____` _�� / _.� . I xf- _-, \ '5� / / / I. ) 1�_ / 'NI v -A' -J,.- i�: \T I ___ �1 12.75 � �v 0%, I'll" � ti ,,, � , '4\ Q') /"- , , It, L - _ ? _1"[ I 'r I.. ,,, 1 5 ),-1, " / ,,-/.q,/ / �, _Z -:j , r , I.. I � - , /� 1"v � y . �,., ". I 1 2. !!-\)4 /,- , \ � <1,- POOL DECK 12.75 \ _17- /��l I - - .", I" .�JNQ� 11.2 _ ,,:3��* ,-- --q , l'i, I I I I,,, SPECIFICA 77ONS ON I H1111, .i I I'\ �i r ) - ) ,/ ,<III 14EG- � '. - � �, � __ i / I -� 4 � ,I "., , I � il-i ) �/ � �_\ I-,--- , / / ��, - , , . -� - I i-1 1 '! i ` I , -, � , / . . . _ . , , , 0 . ­ go, ARCHITECTURAL PLANS 11�11 "I, f I" � - .....-... .1.. _ �. // . � '�,, \ I � �, " � 11� � X 13.00 1 li� 'f- :.I-- �� / . .� / / , . . 12.80 ,4. t , / // . . , � ), X � I I I / � 'A" . PROP. RIDGE �A i. I 1 4." T . � , I `� , - , , , - "'' - ­*­ "" / I � I / \ I , / ,,, . ............ 1. ... ,// , - " . .......... ��,, ", ! " \,"I L 1, / \7,1,1, ' � -1 ... � 13.00 1\ J ... .k. y �� .........'..... '' - - - - � // //' .,/ MEG- , ��_ I - '' .... * �� I 11 11, " /,[:j 1-1 ... j�.7�f i_ 11.5 Ir , I ... .. * I / � i � 1) I'll, . / '/ /� ...... . .. - �,,��-,,, , �� 1-11, 4:1 ` / --(_.-'-I---.-.-','-'-'.' _/ 12.2± - / / / . . I -1 . I I I . .. , I , J_! T7 I I , . . . . . . . . . . � 1 � I ,- 1 4_4_1� - EL EVA TION , . ��/ , PRO,::ROW LINE 1�/� I ! i_�_IA -1 ..,J� I - / el :, 1�._, ,; - ..-.-....I-..- - --- - - - , ' 1-1- .. 11�r� - - - - (f ) I I I I __ \ 12-90--\,o � q'i. CONTOUR , I I - - . . � ... , I MEG ��,, r� �� 12.80 __ .­ 12.90 - " I � i I Li, � �/,- [. ..'..'._­'___... ."-''. / I/, _­ .11, (��. I �, .; ;4: It: I C 4 �'r '. ......."..... 14.51.. I/ . ± . 12.90 1 .�T (If' ­ j J_`7, / - .�,(....:.­", �'.. I I I ... / / t. I I I 11.8 __'_,. I < ----I � i j4j.l�i�[��, / -jr�j,jj:,'��:L _J',]i"�-Ijjjj'� \ 11 ,;If 1 I` // , 1, r ,;� ... ............. .... 1. - I I , 0 " _� --I j.� t ,�, '��J, I , j'j, p � I I I If ".." I � H �._�. �` " j�- '\ rLEVATION CONTOUR & ELEVATION . . I ,�-- � I <�-' I , , ,j I j, �, 4 ...... � �,iC_� j'�'! �­� I'd I- I I-, 1290 ,� I , 'j , - � �­ - I ............. "'. - v I 1< ­­ _. 1. , t'j.'If! H1 41.44_t. �' Ir " �, �� , : 112.�90 1 ITH I 11 1. 1-11 � � � , I i�j, :1 , EDGE OF COPING \ CONTOUR " �' I i-11 1;1�' v-1 �14 - -�-:-�.�R -:-:-.-.-.-.- - - - .4 . / , , , , _ � � i ! I � . � i �1,J;T.F'11 I ­ / . ... 1. I ,­ 6.............. r / L' I I i, --- �,� -� 111�1 i I , ,� I ,I I- i 11 � t I , ", MEG I , � : I � _i � /i, \ ) / ........ � . , , . `1; �-,-V�-i-qjl - i_�j.� � 1, L'IT111 , __! I - I / ­­ . \ - . . . . . . . ..........'. �. �.... i 1 -ITT 1 , I I � zv *.. 4 I— ,!;� " I / I .1 ...... I I 1 1.S± /_ , I j I , , �� 'I 1 J�r � f "�­l �,CJ_8 -�- / ---",I " ,-,, � , , .(�It I,, -1 , � � ''Ill., ........ � I ....... / MEG- , * " i ..,.,. * I " ......... � I I T I ,,� I I . 3, ! , I L " - 0 LL I 1< 1� .1 � J. "j_ 4 12.80 "A , / I . ....... - I 11_ rr 1, X , I � I 1L,L :1L I . I .... I ... I I .... .... - , , I r - 1, \ ,T.'r 11.30- 0 F - - R EVA T10) I 11-14.11.14 )/ ..) !v _' , - I 1 f ..,-. ­ *,r/ , ,.,.,.,.%,.:.:.:.�.:t.��.. / , - ...... ...... . . .. /I ,% ..... ....... ... I .. .. / . , . � " � .'j."', '' , / � "'*''""' '" ... I. I , /ij - D \ 1,3.00 / , /I I �// 11 v \� ii:: I -1 I " " CON7001 ,;I," �'�\ 'rj­��, . \ )1- I \ 7 / �\�� / � 11 2.85 -jr1j, � X 13.00 � � ,�___ - /I � - I i� - , I . \ I �j- 12.90 -.1 " ", //j I I . 1;-'. . . . , "I'll'' I-1 , , , '( ...... : 1: 1: _: 1: 1: IT .:.: .: .. .. - - 'II/1 . / I :i+,�. �A � EL EVA TIO) I CONTOUR & C-8 11 4 � P / , ,,,/ I � j 1-1. * , * .... * , " I' 1, I 0 � 13.00 �J . J. W_ ...............'V ...... , � � I , _� X11 - I I �­.,­"��_­'\, 112.9011_111`._,_� I POOL ED7E OF COPING I'll I , I ,� . . . A��I`- . , . , . , . , . . � . . - ,� , PROP. .. .. I. . t -4, � "I 11 I __ -11 . . . . . . 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'A . - 1- ,/ 1. _,�_ I � I :r ,, i � , ; [I I , I __­/� [ . . . . . . . . . . . . . . ) ", I ­ j-, A_ 11.1 41- � - I 11-1. ) I OP .4 -,, I PROP. Swi MING POOL � '\, \/ ( I ....... ** .... ) 4 , PROP. --\ ) 1,/ , �-H im ELEVATION CONTOUR & ' 13-00 � / ­' -'r .......... . .... / I r� �__, \ �-j lk - "-'r .11.11 I ... .. ..... .... I , "I FLOW i �r i_; I,, r T '� POOL EDGEOF COPING j4! I � 12 , 90 '�� I z -1 I ..... I ............ I'll, . H'� ].� 1 .---- "', �.,-, I LINE ) /. ( !1 7, 1,4 'I ��, i, , 1� " I ..................."'.... I I I I I I "... " _� C!, 0, ................... ,<" , , I,% �, .Ii�l I _ ... I", ­� � :. 4 " . , , , 11 .... .... I ......'... .� � X � 12.78 ' . 12.90� �"T'.f -1':"r � � fj I) - " 1, A X-,� IJ ..... ... � A� � I ___ \ 1� 10 1_1 . 1 7 1 TIT.'i �, Q , , :.�_:1:1:1:-:1:.:.:,:.)�..... , 1� � . - -,--- --_� \ I I I P I k ,YN"-; fN ��, 1',[j:' -1" �11 � 1� EL EVA 77ION . - ....... I �-j i x ....... 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", � ; ��Il ­.", " �� � , �:r, ­��,,�_��`�,,',,�­, , ,� , ,�������.��,�,,,,�",;:,,',.,'.��',,,,,.','),�� �,��, �,-,, " 1-11 ­�'Nl'v�,,�;,,,'�,`, , '" - I �,,��)�,; , PRIOR TO ANY CONSTRUCTION OF CIVIL WORKS, CONTRACTOR SHALL DATA COLLECT ELEVATIONS I � " , , �, , �,� �­, , " � 1; M E - �?, � " ,,, ,��,� I'll �"'�,, , , G , ? I .1 ­��,� 11 , �­,�� ��' '"L""", , ­`,,A�,��,,!��, . � AT THE PROJECT'S BOUNDARY CONDITIONS AND NOTIFY THE ENGINEER OF RECORD IF ANY // ::�i , / � _� ��_`�_ 11�11' � - -, ". L�2�;�­_�''­ ,,,,,�,,�,,,2L��,, ,,,�L�,,'�'L',�,,�­, � , ,, LZ, 1� , , � :1Z1 - � - 11" - .11iLa 1- , "I' . I,-, � �� I- 11 - - - - - z , 15p _-_ - - - - - -/,r-%--� _ X IA * lj � . ./ , �-�� 7 (,'�:) / 3. / / I/ i:.:*:*. * / / W.... I " t� L;. *ll � / (,--) U / I �, %*1 . - , , "� ,,, I .", , 1� 11�1 a: LU =: I- . 1. .11 � 3 It 0 it i " � �,,� LL w _j In >11IIIIIIIIIIIIIIIIII � � - ___j_ - - 01� A G� 6. PLEASE SEE ARCHITECTURAL PLANS FOR ALL POOL SPECIFICATIONS INCLUDING, BUT NOT 06 o _j w //T- , F7 7�_ ,�" . R) &FIAN -M, VALL & . � " """4ALK Of-, 6,' WIDE SIDE 0 ,�!7tG1U/,Ttv C � U1 , to , I&. ,,� I --,11 ,. I EG EXIST FENCE TO REMAIN PROP. ADDITION TO EXIST. FENCE / 1. 12' 1EA R . / Lf) Q'N CQ Lf-) �,_� (�n -, / �N /, :�� I / __ N// (--) , _/ ___1 II // -_ ::�- / // :::) 2Z F� / lq,- L_Q '�_ / U-1 / . L1_j / I __j cj::: / I -T, (,::) // I __ (.,�) / I .---I / I (--) Lj_ / SEAT ,:::�Jv IE "I -s- 0 10, . 20, - . . IIIIIIIIIIIII -_ I HORIZONTAL SCALE: 1 "= I 0'-O" PA VING & GRADING LEGEND = DENOTES EXISTING ASPHALT & BASE TO BE REMOVED. CONTRACTOR MUST BACKFILL TO PROPOSED ELEVATIONS SHOWN WITH PLANTING SOILS & SOD. (SEE LANDSCAPE PLANS FOR MATERIAL SPECIFICATIONS) >��',,,,,'�,,-�,�',',,,� I ;�,,�,,,,, �`,,`, ",��' , �. . �', 11 ,"�,,X,X,,Xx;,,,' = DENOTES 4' BUFFER AREA SURROUNDING POOL PERIMETER WHERE SLOPES MAY VARY FROM A 2% MINIMUM TO A 4% MAXIMUM. = MILL 1" OF EXISTING ASPHALT & TACK COAT AND RESURFACE WITH 1 " OF TYPE S-3 ASPHALT, .... I ............. ... . ....... __ .................. ................... ............ � ..... ................ - ..... I ......... .,.�...,."..,.,.,.,......",���:::' = DENOTES MIAMI-DADE COUNTY FIRE DEPARTMENT ACCESS PATH TO BE ............... .............. ................... I.I.I............................ -SECTION A ON SHEET C-9. ............. ,."�,,�::::::�:::::::::::::::::�:::I STABILIZED AS SHOWN IN CROSS .... LL . _^vv�_ = PROPOSED FLOW ARROW -.11111--_1111- = PROPOSED SAWCUT LINE / MATCH EXISTING GRADE -q- - -<q- = PROPOSED FLOW LINE I),- = DENOTES SIDE -SLOPES ALONG BERMS OR SWALES 0-12.8 = DENOTES PROPOSED FINISHED SURFACE ELEVATION (I.E. TOP OF FINISHED SURFACE, CONCRETE FINISHED GRADE, ETC.) �� = REFER TO SHEET C-9 FOR CORRESPONDING CROSS-SECTION , go 9 . v _,�) M : : 0 0 , C00 " . : Fz­ * W 0 0 ;= I LU . . . . I - z, . � : M * * - =:) - , : . . . 0 C��,�' - , . (D m 7= C) 1�_ C.3 =:) or -O 1�_ CA) := C) C-3 8�� �/X 21 __ x / NOTES TO THE CONTRACTOR X,/ L_Q / I . PRIOR TO ANY CONSTRUCTION OF CIVIL WORKS, CONTRACTOR SHALL DATA COLLECT ELEVATIONS / // , X AT THE PROJECT'S BOUNDARY CONDITIONS AND NOTIFY THE ENGINEER OF RECORD IF ANY // ::�i , / X 2. DISCREPANCIES ARE FOUND. ALL PROPOSED GRADES SHOWN ON THIS PLAN A . . . 11 / X IA * lj � FINISHED GRASS IN GREEN AREAS) (,'�:) / 3. PLEASE SEE DETAIL ON SHEET C-10 FOR GRADING BETWEEN CONCRETE AREAS (SIDEWALKS & / / POOL DECK) AND GRASS AREAS. / (,--) U 4. CONTRACTOR IS CAUTIONED THAT ALL GRADES OUTSIDE OF THE 4' BUFFER AREA WITHIN THE 7- a: LU =: I- CONCRETE POOL DEC 2% IN ANY DIRECTION. � 3 It 0 5. PLIASE SEE LANDSCAPE PLANS FOR MATERIAL AND PLANTING SPECIFICATIONS FOR GREEN LL w _j In >11IIIIIIIIIIIIIIIIII m N t "' E AREAS OUTSIDE OF POOL DECK. 01� A G� 6. PLEASE SEE ARCHITECTURAL PLANS FOR ALL POOL SPECIFICATIONS INCLUDING, BUT NOT 06 o _j w LIMITED TO: DECK MATERIAL & FINISH, COPING, SPLASH DECK, ETC, z E 7. ALL SIDEWALK PATHS SHALL CONFORM TO THE FOLLOWING STANDARDS: N < 0.2 02 a. MAXIMUM LONGITUDINAL SLOPE = 5.0% b. MAXIMUM CROSS-SECTIONAL SLOPE = 2.0% 8. PROPOSED TYPE 'F' CURB & GUTTER IN PUBLIC R/W SHALL BE SET BASED ON 0,20% SLOPE AS INDICATED ON THESE PLANS, CONTRACTOR SHALL ADD OR REMOVED LIMEROCK TO THE CURB PAD AS REQUIRED TO MEET THIS CONSTANT SLOPE. 9. ASPHALT EDGE OF PAVEMENT SHALL BE FLUSH WITH LIP OF CURB & GUTTER. CONTRACTOR SHALL MILL AND RESURFACE ASPHALT AS REQUIRED IN ORDER TO CREATE FLUSH CONNEC I . -Z 10, ALL PROPOSED BACK OF SIDEWALK ELEVATIONS SHOWN HAVE BEEN PRO -RATED BASED ON __Mm1___ ELDG. 1. 09' THE PROPOSED GUTTER SLOPE. 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