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'" "L' ': ` I i I , I : �f' 3, ��",I' '�,,��i -I� , , [ i ,,, � ii � I I i I I I t, ,�,!:� � ,, � �, I �� ,l% �", ,,,L I I li.� ) . . I . I l : :i i I � I I ��, , , 11 � 11, ','� , �i�,� I � I 1 11 ,li:" , 1, I I I I I ,ii,,i�,i�,. I�!'i :1`t�'�L�l I L I' ll, 1, � il ", , '"� f � :� ,ll­�, "I''I , I �,�;I. . SHEET NO. TI TLE I l ; � 1, I I'— � I 11 �, -�� , I w'", � - I ,;ill; ­,", �Ill ­' �­ ­ � 11 � , � I I j, A ''Il '�' 'J "' �', 'I, ii: , ' ' I 5 1 I � , � ii"ll, �1 f, I � I l'i I "�,I�I f�, !�Ill,; ",'�i,l ,,, 1, �. I I � il I P � I I ' ' , ' ' 11 � I ''r , 1 -1 1 I -L I 1.10V , till , �i� I t[ I I I �l , � .1 : �i 'll I If � H!� ,, I I 11 it �,I 4i i I�, � �j i�,� �, I I � I :1 � �)Il �AP� , " : , Ill � ; , I I I I I 1, I li'IRI � .J, ,I J ,If , , i : :, ,i�� . ti; �PT 1,�11 �l I 1 lj;',i�I � , I I , -1.1�ii­ ] I f I I'll ­ A I , � 1 1,� � I 11, I 1, I 1- �� ,,,,,, I "It'l, I ,,l � I '" , H I[ � � , �, I I � I � i I I 111 ,11 1 1 1 , I �i L �, 1 , 4 �t ,L L � I - , I !� , I,, d['11[�I � 1"Ih,� I I -, 7 :�, i�i�, , " i I�ii I li I I , �; � Ill: ... I I I ," , � , :I 1 1 , �i . I li [A 0 l ill: i � ,� 'i ,t i I � � I - If, , ,�,�i�,z I I r �:, I � ,I 1 1 1 -- I 1, �Jlt � 1j,I, 1 , i I L ; , i � �I�,�, , 1 � t VEY (2 SHEETS) I I ] I 6 ,l�I� III_ lll�,l I 1�111i: , � I i ; � ,� I I . i SUR 41 1 ' ' I I I , l, I �il lll�,i I,L, '7' � ,ij ,I I 1, i I . �! !, , � ; �� I 1 J! J r - I � I i 1 i I I i I 1��� 'L ,1 � � �,1 i� t , I I� �1 I � I "� : :: i 1� 1,�1 i!� � � I �, :­ ­ I � -'ll. , - I '1;� l A� I! �� I � I I . �� NERAL NOTES �il: I�i � I I111i i l:�i I �i I- L I IL I I I i. I �1 r . � �I! I : : � i,'. : I I I :1 - � ,��Iliii �, t,ii�:l 11i, � I � , , � : ' : I �i GENERAL PROJECT INFORMATION it , ] I:, 11 " �,� , I li� :: � I � I . " I il , ��i � I 11,�l ��! 11 � , � � , : : l I .!� ,, � � .1 � %, : 1 L :i­ I [� I I III, : J ! ij�i !� , L , � !i !: i : ��� � I - ­ I I-, I � e� , , �,�i ' 'i : ': I i I . I I � I it 1 T-1 ,I Al I I i � I ! ' -DEV., & E.C. PLAN I I 11L, I I'' " I . ,, , N , ,I ,,'I- 1,� til lit 11 � A I I 10 2 ------------ ,DEMOLITION, PRE M Iii ; 1 :11 L, l 1 � :� I I I I I it � � fli:Ti't�ij�! �!�I 1� I I :1.1�� ; I,�i I , � : : 11 . � I i�1 1 1�J I, J,� ill I k J I I i I ", 1 1 � �� � �! � 1 ! , : ; , , . lij�i � til,,�ii �1 i,,� l I 13T , �, ,� 'I ,I �[� , � 1; 1" I I � , I . I I I , �� I, , ��], 11 � I, t ,I il I . ! fl: II"!I L ' , � i', I J'L� Ii"f , 1 ":,� � I 11 i�,11 I il I �, I I t I t � i ill 1 , ,�� 1�1��i �l I GEOMET .�.11� 11-1 � ..... I J � 11 ;�` 0 , , � � 1 RY PLAN i , ,�141�,,,�,- GENERAL I I 111"I'llil qi1q.?l It 11, �. I l i'll, I h,T�I­j!�, Al , I 1 : !�l I Ill] , j� , 1 � I if "I � ti , it 11 I 1� �'j 1,1:, ,,� ., :1 l'! It 11 I , I 1 1 ,:; ii,1, � �, 'l , '' � I ��� �T , I `-1, ,I � . IiIii � , - ------------ L , -Number N/A li! "4 i" ':I , � , �, , "ill 'Ii , � l I ' 'I I I lf�� � ,City Developm nt l 111 ' L,I I ill � ,� I , ' ', i!' , I li ,-f �. 1, , I PAVING, GRADING & DRAINAGE PLAN ,,�,ll��, I I � � ,,iTT, '�ii ,i,i­�Il�� , i � ,� , '' ,'I,,, , ,I r" �i 11 � , I � III, It 1 4 N/A . I I ��,�Ii"'Ilili; Alill` ,'' i I j, 11 - t�'' I,' ' �', L I I i I :1 1.11 � ill Incurrency Application Number It I I I , � ' ' � L , , Ik��,,­I,�, Il � i� , 1, `�' , I" 1 � , ­� ! I I �,i� i It L �­�, � 1,� I ''i ", . �� i I 711, . I I 11 I I ; I - 1, -Ap 169397-0200 1 ' 1L ',' '� I I I -� T��4'�I�" ,I I ­: , ;� :,�� I Property _praiser Number (RE #) ,�p', ,",ri�,�,�,;� � r� , 1, ` L '11� 'L -1 _ l T"I'T,, 1 , - - tp � �- i , , I 11 I , 11 ' ­ . _z:-- �: I tw;�;�,,�'�I, j,"i ' l'�" ,r'' i �,; I: i!� 11 I t I -t­ J� " ,� w�I i IV, " �i ,1�1 ,,��i�iili�, ,I i% I! It, mli 11-11, � ­­ - '11, 1i ,I, �I'l, I ,I , I,;i�i��,� , I I , I i i 1 11 !,,--,,,--,, Zoning Desigri:7t.Lon PUD III I I I I t i 'C'� L J -, -1 1, , j;�I',Ii'4�'�l jL I r I� 1, , I 1 , I I �� , - i "t," I I I ii'll-IiI � ",� ,,',,�I, 1 �"k � I I 'il cl, - I ii t " "r 1',it,I, I�, ,:�, "I ���,� 'I jLi', ` Ili � I ,�, 1 ,�10,11. � 'Pi,"' 'i- l, , I -`�'Pu �­O I I,,,-f'"' "; ,­ l,ii:'ij,!,� , ll � 1, i D rdinance Number , I it ,I'I1,,I�,,i;,' ':,i:��i, ,,,�,j."', , ��", ; , I ING & DRAINAGE DETAILS N/A I I "": i ,[ :i' �' '�I�'��ii;J-111ll L ' ' :I!� I ��i�`I,iv 11 , I ,�01VP',!l 11�11,1�11,�'­ I� ,,I I �t�,� � ,, i, : 9 �I[,,��, , , ,l-,,,1,', I i� �,:,� , 1, I � I N/A 1 I i : ,� 1 , , , -�, I , �''; I, I - Panel IjIATII � , "� ,;, I I , i lv�,� 1�;��,�,,�,,It� I �,, ��;��":1-1�1'1`1"' : I I � 'I�, , 1,-�,� . , r ', r , I , �'' ��, I ,,,�l�'L""ii�f I - 1� , , FIRM i!�,,Qpmm'unity ! , , ­, ,: I r,I I I �,-il , , �� I ,��,,, i, , , '' ,�,�,�1': �, :, I i''. 1,,'�i��� � ,i;�,�i,�L",, r,�:: � , � � , 'r � I , r I � Z I l'''i , *" , �� t ii,�, - i �",: ,� I ,, ,�� I - �� r � i , , � I � � � 11111111 1 -9 ------------ WATER & SEWER DETAILS -0231E I� I ,,, I --,11,,,'i1-- 11 ­ , , I : � � - 7 120077 1 1 ;" I ,�! �`.',IL I��,` , i ! � ': I I - I I Flood ones-(Show in Plans) !� ', , 1�­­ , I 11 1, I �1, I I � '- � ,� I , Ir I �, � �, ��, . ,, 11 ­ � � I 'L I I I I I ij- I ` ,,I ':" ;"�I, � ", , ,. I � � . 1 i � mw -`k'-- - . I v , , ii , .'' I � ��, L'�I ­ ' � I I r I �... I . � � � I �, ! 1 - Base Flood Ellc.. '(Show in Plans) 9.0 (NAVD) I , I., i,,, I , I I � I ; t I ,, �� `71 ''� , , ':�, , . 1 ��7:,�,% - . . , I `N CONTROL DETAILS -- � i , ,:Lj�,"t,, ", , �, 1 �'�!!;� I" � �, - . - -I ­� I � ''I I "O, I, : � ,,;, '' -, � I I L , , , , A p EROS'10 f'� I 'jti,� ,!:�� ' . I "ti I .1 11 � I .�,:�!�-� Verti ,,al Datbm Used for Project NGVD 1929 i , I I I - ------ !�C i : '"ll '' ' �­1:11�,,,-,,�:��!��, , kj:1 -,:,rl ,i , L I I � L � I '' � ''I �', � . I 1: , i . - . I I I : - 1! I I ; ,"��", :,-, , , , 1� I , � , , i9l, _'' L� �iL I ,� : ,�,, , . . ,� , ". t.� �1, I 1 I � I �... - : ­:,`�'," � I I I , , V � ,�, " 11 I " . N/A I , �" ,� ,�, 1 ,�"' , 'r , : � , ,t, � . , � ) . W&SAVai lability Number . I �� ��"" , ,,,,, � , I ,'. r,� �,,''r�l ���!,��Lj'' li i",, " [�i�if,I��,�!�,)t �, _ , , , ,i � am . I I ­il,"�I�,�: 'llf, �," �1 ;1�'I�,,�,' , '­ � il � � , i� ;� , - - ,I I - � . ­ , �,�. - . z", ,��,,,,�I��i' ,1,0,';�!'0� 'L i � , , ", � L . � I,,; , , " , �, ,-,,, I I I I !7. - . , ��,,,, , -, 1,� :-,�� fl,!,��J :�-�,1 ,:11���,t�� � , � �: : " � 'L" �- �­­ I I . I"I'll' I,� I ", , "i''!i I I I �� ', ,,'i,,,,�,L; , �I �'', a I � � . ��, � ,, I- , I 3 I I I I �'i��,�(,��1�11", , �;,� ,� ­!',,,I��A,10,110, ,­­ , TREE PRESERVATION AND REMOVAL I I Ill 1,v,!l",7 d �,�­ �l --- li��I�,, �, �'� ' 1"Ll� �'I�ili"i ': `­ �'�`ILr, , I I ,�� 1� , "�Ijj'I'IL­,'�,T I r I, t , I ' � , � I I j�t��,��',�;:,L ,,� , ", !'�,I�� ,�, �,, I�; I l�.I ,,���,,'� i'' r , �,,'," 'I"', ",,�i I 1311ifflas 1 z,.�=4.,��1 SUBDIVISION. 1 I4,4 ,,.IL I I",�'j � ,, , I ��,,, " �) I . -­­t�-� I I I I I 1�1'­�L"I -� '" "� � I iii,�: I I . ,:it!�,�,I:,�;Ifl)l]I 1 1 l�'! �,y',l�, � , I�I� i "� �i ��, � �" " t 1­� �";­' :"i � III:�t�,�!� , l'' ,� I '', Ill �', ij�, �� �L ' i I 11 . f", -Ii rr "-" ""L �I IIJ� �; ­' I � I I , � ,j LS2 -------------r ,-MASTER EXTERIOR IMPROVEMENTS � � . XXXXXXXX / NA I I I -, I!: "it,� I 011)l�-I Z'� � It �� 1, I I PSD N. ber-,� Co i 11 I , i I , �Cli I!�Ii 1, i �[� I l "I" - " . 'r ,I iii J i i � �11 I . l 14 w 1.0 I ; I I I i1qfi I I I �i � i I ,,,I ,�r 1, q "I City / Private / NA jip " k!tl �.11��I l� , I " I I it''k,j,3� ll'l,;i�`�fl:i I � �11 I I i ;"JI''iJ,�,'hii)JLf­,­' t% � !­� I " I City,or spection I ii01ill,` 1 r�� , "il it L �, I�L 1 1 � - ' I, III 11 �l 11 � ­­­ 'L I � 1� - � I J 11 I i'', i , I �, -M 1;�� , ��Il�,,4L,j ��,,�,,�',Iilj'­i, :""I�' I im . I I lf,�ii�1�0!,; ,,I' t iit IQ�,"ily ii I , "' Ill lIVII- 1 �, I,� 11, I, ----- � � , 1"": I � L '� j, � I, �, ,, i,l�,q� i, , 'r,l�4� .�! , , -­' 4 1 , j, 'I',,i' ­� '1,,1t , 'I! I ,��P`�,�, I ,, i, 'I �", '' � I 1 . ­4�- 11 I Public / Private / NA U C% i I ,- , 4 ,i , �,I,I' �� 'I " I � , � "', � � , '" I I Ul '. Public or Private Roads . * � 1, ,,,",L,��,l�'��! � ,I L , , I � I,7 ­�,I� 11 01 Cl`4 ,i,� '�:,��­, ,,�, �, I �1'1��i�" , I I , ,,;,� ,�, t " 1,,, I . -i 1 `,�,W�' 1 �� l', "i"" , , , ,� '�, , � ' "'L�', - 11 I I ., a - I " �& I I !��t't, � ti, , � , , 'I, ,I' !, � t' ! -�,-� , � l�', e 11 ��� ii t " . ,��,,,,� ,�"�. �, . L. , � '( ' ' , I �, :, I , a. , 11 I . '��, Subdivision ll 1") Disk Provided? Yes / No / NA 01- Cyl 1 21 ,,,i ,I� I , , 4 1 , �� , �, � : "�i_" t , r �) � . � , �� ,!,�� ,, '': I I ,'I, i 11 11 , . I I �' �I,1''iii,"" , , ".,,�r�'; I I � I � : � I, �t� � 'L I � I- 7i � 990. � I I ,,, r' , ': � � I - [is t LANDSCAPE SCHEDULE & DETAILS . . I I I '.� , �,�`,-, �.I�:*�.��,,�i­��, , � ' r � r t�,l'' ." I� I � "I 'L I �":� , � � � � 11i, i 111 I I � :�,:, I . I i M � . . I j";,''- , r', :� �,� �� t � I - ' ' � .I� I . . ", I Sm Aji��­ '. ;,­ I 1, �,�' - I I I r, ' ' I I m � I I I I 11 I I I,� I I I : 'I � �' r , , ­ J, I� , :i � I � I 1-1 I I I 1�� NON-SUBDIVISION I ...UL. i I , i,,I I ,I,� L� � I 1.11 ,�, 1. � 1- - ­ w ii,� , r I ' I I �, , � . J I ;" i� �r'', ��,',�'��:� � ,, , i ,, I � I , "I, ".' ' , I J i I . ,�, � �, IRRIGATION PLAN - -Z I I I ��i I '? � I , ,� t ,�:�,� , L I 1- I I � �,,­ �,,�, , �, � " �, :`;�,�,,,,,,�:�,�,,,��7, 1,I�I , - �I , ��,, ;, I, I " ��, - ­ 10, I v� �'�';­Iif:,­J��,,� �� . � i, I I I I . � �� . . I- I I North American Industry � ,. I "i", I � . : � ­�",��: I 1 7',­i'i, �51i�I�7�,, 1: , ,�,�v-;, I. � I I I I I � I � I ,�11 .t1i, .- "- C/3 LU � ,- I ,�, 1�1 ! I I L � � I ----- , I I I �,:�', " " `t'r­),:t,,,�,-,��-;, 1 , ,� I � 'At-it IRRIGATION SCHEDULE & DETAILS I 1-t>-,1 811412 M � l '�� ' ' ,r ­ 1, ,I�,� I , "'�� ,, � rr ll � �w,�I ;,,!t� ,I��,Ijl , . � . 11 ." 1; ,I , � ­ : ", , � . �1� i"��";�I�iq "'��'il-­'�i , , I 11 �� 11 Classification System (NAICS) ! 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'..11 I * IQ. i 11 11, I - I . . . I � 1 � I � ii I I , I -,,il,� 'j _�_ . . (',�,'�'fc�.pmc�.­s I I I ,� i Tw'z, . . dhEc! . , I � I - III'' I , - 1, P, i3 I I I I I I � I� % rl , I :, , I , . I ,,, I 1i f I , � �3` _,;� I I \ ) I , � 13� III , � I I V) �� . � I, . I 1 7 i I I r�� �I � I '', I i, I 1 1 , " L�� I � � : . -77 ____� -L �- -11 � )�,/) ��i � . I I i I i ,, i'�I , I:1 I ,I I I I� e I : -," � A :.-...,..., I I "'I'j,I 4�') . cb . �''I i" I I I I c1q �,� � C) . �,�,__,_/ \ 117- : P. / % � L � � i , I , . I . I � I , . �: I Lf, I , f� 1p 11 , N ­',�4��'�. �, '� j '.A- - f ---__ 36, RAINAG I I I f I I� It, : 11 I , I I f I uQj � I 11,',,'��t`!_, . u,PALM I I A I� PAUt I I f I 10 , � � : I 1;, It- ­� ­ * Ilvv)� *�: I. (FLEET LANDING) I ., I 'I I �! I ,f f � i I "t, , � ".�,� .. 1�;. !" 4OJ`_- 11,tv ) N RIM ELEY- 10.91) _� _____ . I i I , I ____ -- � I I I :I 1 1 I 1 ,if � FLP - 6 4 REAL ESTATE NUMBER 169379-0200 SEE PREVIOUS SU ! I � , , , � I I ; � I I I 1, . ill, .- I INV. (6 9� I . . I . :! I H ' i , t i ' - . . - 4� �... I I I , I / s RVEY PREPARED BY DURDEN i � I I "'" I i �� , I . .PI� __ - - - -L.IVL .. I .;;� - - ,I � i , -,, t (-A . . 4) 75-VCP TW. �6.4 7) 1 F.F.E. (1196) 1 �� � : I :1, i I I �Ii � � I I I lox ow �A . J_ __ - I.s*RcP .LW. (6_42L%�W. � - I , _ 3 IN I : : . . I I :: ! , : 19 6 If � (; - I I I I � � . 1. , . .: 1�4-.:.' � I STORY FRAME . ­­_ ,_-_;) 1w. (am / � _., GAZEBO t. I "NAVAL CONTINUING C I ; � , f : I : : I I I . I I I-a) . I ,� . -, GARAGE 15550 _1 - HEAD � 1 �p. ARE RETIREMENT FOUNDATION, INC." I I I I i I I I . ZQ �2 1 . � J-. "I . SURVEYING AND MAPPING, INC., FILE NO. I � � , 1 , I I I I � w P_ 00 ,,, I I k I.. ... . .. \ , I CURB OFFICIAL RECORDS VOLUME 6688, PAGE 675 . I I ,I ; I � I , � f ""1`1 . . . IN N , i � .. / 6TTE(9-19 '�, .I 1w. , � t I . D-328 DATED: JULY 17, 2002, FOR I i I : ; I �, :, . :, . ELEVATION (9.79) , '1� - "!, - �t I . 0 I ! 1" I "�cd \1 ko!tr, �i III I i I ,�1�1_ � �11,Z� :. FINISHED FLOOR I � I I I �� ,/ �` � , i - I I I I Z to ,,_,Ji I I' , ­ ­ : p - � , � �� I : : I I i3 I . / \ _-Z.Lul (1U.2d) i t I � � I i : I � I I I I I , I I . I : : I V)nw . I I %.. *: - , I ADDITIONAL BOUNDARY AND TOPOGRAPHIC � I i I . - ... 40.3' Xvittf," I sp,of", 4 A H(EASIN) ,%v . 1: I I I I _�_,__ w, .,..,. "'TC 10 : I � I I if I I I I � 1� I I '. I-. _�� -1 4 -GRATE .W I INFORMATION TO THE NORTHEAST . x� : ! I ­ 1: - , / "I 1`1_ . 1. SLOE r �i � I I 6R-: � . �' . ___ .. is. too : 1 5 i .�. . ,;/1 � � 1 , :t I I __) 1��,, - : - COVERED --I,r , ,, , ' moo '-$ 1 i1 � I I I � � J, � 1 i I >,LA_ _j i . . ---__I / caup T v .. 1/1 I I I � I fj :: �� � I � I I I I I ;i � I . * .. 1 .3 �WVWALL . . I , i! �l. , I , I j I I : *. : 2 I T, 1,�z _____ , :1P-"t1- -�' , I'll- WCO14CRETE \ \, v * I ,I I , 1, � ��t �]I�, 1 I Ir I . <0 1_) i P LA"" � � f ; I I I I I , I ,� 1i I i�If I l � I," I I I I I . _;;�: -- 18') . \ . . �. 1 1� I I IN , "I'll",� .. -a 'A I If,," I I I !Il��,�i i I6, , 1: , ,, I STORY FRAME 1. /" BENCHMARK #4 f j 0_15'� .. LUMN; X % I& � , I ''I� I '', , I I 1, I � , I t��,;�:� ,I I "I"I ,i ,I I - I :� I iT ". i I �� !'I I � � 11 � " -(1) . , . � . I � i I � I I- -.1. i I , I � , � lq, I�a � 14 % .� . /I SET P.K. NAIL & DISK k * .1 I I � , i 1' 'V�I 'I i'll . I i �:, [''��� � 1 �,�� �, , t " I I 0 ' GARAGE #5555 1 ,�,-- , I il p. k,, I I " I �,I I : , I I , I �.,-,6��C'j'-. ,.:: I �, 13 �ill 11 � I, , I , � . 0 t_, I AS�FPPJ�r / .­­ 0 22'OM I I I ,��ii I I -It; , � I : q I I I FINISHED FL DURDEN TRAV.PT. \",,�',Wt � . I ( I .1 � " , ��,,,i, I � I Ifli�f �11 I 'L I I I � ,�4i 0 1 . , I !,�f, f 1, 1 f I"i� L''��!�j:l',�'��;�';' ", ��],;!, t , ,� ''"I� .�,'' �,0 I .i '� TION (10.98) 1 11 .. . !" I 1, ... ... ' ' 't, , � , I i 1, ,I . �, I, I �, , � Lit I�'�,,,I I I,''I I It I' ,�, ' � I . 6iE 8 � I .:k � ±_�� / ELEVATION-(10.50) ; . 1 11 10 d 9 ,I " At �� I � � i I , � � I '1� � 11 . I I �0,� - f",, ,I ;; I ­ 11,c I � I 11 I �'.I�' " * i I N.G.V.D. 1929 . 1, a..:A . - - . � ,I I I ,�'� ",L4 f 1 1 I ��L� i I , 11 , � 1� t � I, I �I I . 2 , I .31 .4'A' . �.-1 6-PAUI :i� 1, �� �,� �, �,�!, , ,���". � j . I� 1�lf I I - cl� I I . I � , / sTTDS . . . . . I � I�,:�' �, 1� , I I � k, �' ) �,�f, I� I I.- _j . 6p4,,D, 0 L, - .. .,_�� US CONCRETE PAD v I � , �I� I I , I :, Q�0 t 2 fr�r­*v'?I.,, I I I I _--l- 1______L __------� ��Irl�i� I . . I I I I �� �,���,� ��� � I', �� I :L: �:�� r , �`ii , '.Il� � 11 - il"Vil , . i, . I � . I ��,',I­f, ill I ,ff,� ''I �'r,,,I, .� I I 1, � I I ; I < " I � 1, -G I ��JL�, ,0I �,,, ,; , ��,, I , 50.2' \.CONCRETE Ea�LLG I - If ' L'' 1 , ,�,t', � I , , I ,�, � ,( , ,��'�'I, , � I * 0 .3,�1 .. C I WITH ELL I 5_I .12" IRON PIPE � i j ,, I I ,""��L��'I � I I , 1 1 � �tl� i I� ,t i, 1 � I '', l%�I:, �� . % � � 0 9 /.. . . RAMP TRAN , � , . I I I � i : � � , ,,I 1 , , f I Y","I ,� "', 1) I � � � � I ,,,� I I tr) z (AaW=) . / I 0 1 't , 11 I i�, ; ,,, , ����t�lj,,�L"'�,�'���)i" . , .65) , 15'P" _11��_A DURDEN TRAV.PT. I I i,1,I"­ ,, �,� �.':"� ,, '-,��, � , ,,,.II!,'.�",!,j ,-N � I ..A . I 1 . I I 11. �, , I . I � � 22,om irijej U0. - I I I �:1 I I 7, . , I .. � t,�'L 1"�j�. j" � , ,. , -, �f''", �,� '' I I; �, 'f�,,`I� ,;,,�,�,,! �,t� I < Is ",� � i,� I . a 1 STO �, ,_ ID 0 1 1 , � " �11 ,����,i If� �, i, " ,� f,� 1:,I �4. . � . ___� . ELEVATION=(10.93) 1 11 ,,,,I,� I I� �� :j �I'��:,� C;l , � I I � �`Ii I 11111� �'; 1, . 15'cm RY FRAME FLP __-, " I I 11 1�,�i t I.. I , I I'� ,�f I�, I � I ,, 1�� 1 , I _k . � . a. I I � � I I I f f ,I " 11 �I I ,i I . t, � , � � ��,�,",ii I: ,I,� . I , . , (DOUBLE) I 11 .� .. .Z N.G.V.D. 1929 1 1 `� � I f �: .1 , ''� ,�� I I i 1! t ., I A BUILDING #5500 ,Cl I I ; ,,.I -,,��, ��, I I� �� ,:t, I '�I� I I 11 I,I � I �� 1111`1�'�,%, : If 11. ­_­--11-1 I 0 0 / \ F.F.E. (IZOJ) . ; : I � � P I�I' � I I �1, � , I : i i P, -- FINISHED FLOOR EUVAMN (10. - I I CAI . I z I : I I I I : : i� r 11 " I it r- i __7 -- CONCRETE � I . I I � i 4� ,: : : , I �� L 1 82) :� � I I I 1 , I I i - , . I I .!� k I I I it I i ! i I TWO -- , , I 1 � I I i 1��,� i � :I iii i -,;�� � � . ; ! I Ii I : :I . I I : I I I `1 y`1 . I - - -1 4. . � I : � I � ; . I t, I : ;,� I I . . 26.7' I- � a \ I I �� : I I f :- K 0 ,I �f � � , � I I I a � I W) M . I � 4.0 1 40 I I I 1, I , "I t I . : �I I : I I ; : I ,I . I "i I , : ,; I � , , I � � I * � I � I I I I I I � I � " , I . � I f : :1 i I C) < 41- � I : I �I I I I I �� i i 1-?" I � vl't�? �! 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It*PAW * If*FINE � . ..- 1, Ill �� � , -1� ... . , I I �1, : I I ]� % -4 1-1'_ -_-INv. ku.I I I : �1:,I I i',�� I,: 1! j t � 1, :�t o T . I i I , c1f �/) I- st k I - R �� I' � , I I I: , :� " �i i I I !I � I __ - . � , : � , , ,i 1 1 , I N 10 I �1 - , , � : I- 0 6 "I I __ I _j 1, mul , , ;I t � I I Q HB'4 ___4_ 11 __ ur � 24*SANITARY,MH _Ir�. (r I "� - t . �I", I OFFICIAL RECORDS VOLUME 9774, PAGE 61.8 0. - : , ". , __ � _<�Ip 20 ,) , I ', , I � �` � � I COVERED I : i ', � I � ,�,�i �, , I . . � � I I �� � � I . I � I ti �i�l I . x ,a \Z�-1-1.­_ I s - - - 6.wift - . I ; : : " I "' I � I I : ,, � , 'I I ; i ; I I I - _.._ 24.4 . \ . Z , i , � III t; I h 1 !� _� V 1, I I , I � i �� I � C I I A t­� I I : � ,:I � I I� f � .: I I 9*Awl-- I � I , I . I 0 43 II � - I . : I � � : � � 1 � ; I I , (_p . � .1-11.111- I � , I, I i I ; -----,--- __ . / I I ; , I'l , I � 1 : , 1 1 .. .. 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I I I it i ,� I -,f 1 'I I I � " . . � 2,xil cc _e .. .4 OAK � 1 OAK* / 24-W a \� � RCP I t I j I I 't I I I ILL * - I ... 13' .m I I f f f:� I . : .+ _r I fo' C.L FENCE . 11�� it I� I I i I I , 1li i ;" ` I'i I I , , , .:1. I.; . COLUMN , F��I , / \ I N,., 6p.,\�-"p REINPORCED CONCRETE PIPE � I � , I �� , " ' ' I- � , I t � 13 ! ' . -.. � 1 ` : ;; I, ..� i 4EYE '�"_, '\ . �,I �� �il(�i' , I I I * , ,r . . \ \ It 111, if � , � �� I, 1 11"';�i�it 1�, � � , .. � �, I ; I . '.' 4,____�-� I A I �I � 0 i - � � to' C CE . I I d� ly 10 SANIIARY MH I e I I � - I I I � I s""! lI:f�i ,1��1 � I 'I ?/1 . .I___L . .� . I IIQI�i 1�\_ j; I I i � i i �� , t , 11 I� � �" � i *6 A I UNDERGROUND .3 I / _j v ,�v ,V\)i SLS. SWffARY SEWER MANHOLE � , ,� f�']q� � lid �Pl`if 1, I ,�, � �JI, . I ! COMMUNICATION 1 �%,,�q / ,A , SPEED LIMIT SIGN I 1 5 ! 11 �� , . 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TRAVERSE POINT I I � � 'fi i I I ; �i I . 1 71-7-21 1 N4 � I I ,I' i S88- 7 / 50 W 2UI.UU \ - _ - , 1�_ I I :1 � t� I - � __--- , ,*�, . / 1.2.p'". P. - - TELEPHONE RISER BOX I I , I I � I ! � � � , F# i IRS L , ' 'I : I � �.:� : . � -_ ETE HEAOWALL ,� , CONCRE . , I-to,Lim I v I I I : 1, I � I �L : � !I I .,-- LARD I\' / 41 1 v / 'A I I , , : I L !f I I ,i � I "Ciij) 12'dONCRE WITH ELE.I.W. V" 'Ili - FLP13 A -0. iR I- I TVHH TELEMSION HAND HOLE I if 1: ` I �� :f�! � I I I i 1-4'WMYL FENCE 12'WOW TRANSFORME It, 4 " A5,",V�J T' BENCHMARK _..#7 / 11 , I � I I 2'x2' CONCRETE . RETAINING WALL I 1� d I I f - / / . 17. 1 TVRB TELMSION RISER BOX I I I I 1 I I f I 111111 1111111111111 I . � 11 -1 I - :1 I I f it f I I ; : _ i 1 7� ! �1. . . --- I--- -_­ - I . I p - I I �1 I if to'Fam l�� I I I I I COLUMN b-wm,12!��t -0-1-11010 , . . . . I .. . �, � I SET 60D NAIL & DISK IN A - WATER MH WATER MANHOLE I , I I . � � I , I �Ii, � 'I IN - C WALK. , " .,�: - . ... . ULP - . =9 �11 I � I I I I I I, I I 1� ,� I t 11, i � I . -.--...-7-7-7.q I,aummy ff1w+,, .,.. , __ - , ;... .�--!,�, - . CON ���,;�" - -� - -'..-1: �.??11(11 N43 ., ELEVATION=(14.43) N.G.V.D. 1929 `11 ill�l WL WATER LINE ! I I I I I I - �: - , I Id, , �, I 11�, f :�I l 1" I 1;I , ,, I , ]I (� I (I I, I DRAI .. : ,:: . . . It lklc -51 NORTHWEST FACE OF 15* OAK TREE / / YARD '. , , * , I I I I I , �!L , . DRAJN,�`A.l 1 1 1 __���- -I I- , . � . �, I 1: , i� I �I I : I I � I ' I I GR41E(13.20 (TYPICAL) 1 Wpp WOOD POWER POLE ,�� � ! I� I �,�! ", 1 � ; , : If 1 ii �; , I _� 1i � 18*CITY STANDARD 42r,92R4 .�.� .V / I / I Wsp WOOD SIGN POST I i 1 1 , � I ii � [ \ I I�j ; o I i i I I � ,:, I ) CURB& GUTTER -.11w � I , . 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I�� �;00 .. 10*GAWK � 1, ,� 1� I I � . ,� I I ��I �yI 1:: ? - 0101y), .1:-4 .,>, \ , I ' ' : I I � � : ;i, I I : � �I I A�g?1EN11 . vT*I ;I, . �, I If :1 3.22 AN,d 1`7? .,�', UGN UNDERGROUND CABLE TELE14SION LINE I I �i I f f Ij i i ���11 ,_,*,11, �4 . �1* � I 1:10'OAK , / tit, I i I "; I I I � , 1_j__ Z END OF �Iy / I ­,i� , , I " I I I iI :I ,- j � I li ? d (OFFICIAL RECORDS VOLUME 6688, PAGE 681 ) DoppJA"T T,1127. UNABLE TO MIFY I ,� f ! : ���: I 1� � I in __ 36'RCP ; i) I e / . 9,Om- ; ,� UGT UNDERGROUND FIBER OPTIC I;"i �I I It I , � I 1 1 � I 1 , I I i i i I �: I , � t : �1: ;_;:-� f�Ap \ �, ; ,; I, ",� I i I : 1 4" Will. f1.rR;t-', � ia-,-44,60%., , * *to,Om I T - / CERTIFIED TO: 1 11 1� I 1 I I I ! i I I i 1 , I I I p � , I!, I, I I I -V-m ONMENNO BOLLARD pv 13*1�x :. ;" I's 11% \,� UGE TELEPHONE LINE I I I I I �:, � 1, I : 1 I � �t ___m0_"_0 j I I I , . I 11� 4 1, I I I I! 11 I I I :I ii I I I � � i 0 �,$-MASONRY WALL "' - '12"OAK � %. 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WALL IN I "I TOPOGRAPHIC INFORMATION � i I 3 I I I 1 1 , 11 � I t I I : , _1 I I � � !, I I I f �, 12'CONCRETE 15'vwm'il, ., ii � f � I ; e I I 1 � ,,, � / I2'xI2' I - ", k /A , I I ! f � t :1 ,� HEADWALL I I I I 11 I : -- I , I I I I I I . : i ,� i : I ; . (1,75) M471- 00 CONCR ..... y I I I : I 1 i ; i : t I i I I . 1 � � ,, I I - COLUMN '� NE REVISED JUNE 14, 2013 TO ADD UNDERGROUND UTILITY LINES AS FLAGGED E3 I I I I iI � � :i � L � I : I I ;I , I 'I I 11 THE EAST 258.00 FEET OF ASSISI LANE I 11 I N I I � � I I !I, : . 1� I,1 '' MLF 81 Om- W� . 70 1 k, � �'!'' � I 1 1 1 1 1 1 Ill I / Y�Iv Y OTHERS I � I ; , �,11 I I 1. 'I REVISED JUNE 5, 2013 TO ADD SANITARY SEWER INVERTS �, I I :1, � � I L � I I �; j i :1 I If �I III 0 SOLLARO I . . - to I (OFFICIAL RECORDS VOLUME 6572 -' il" I I I - I 7 � I n . "`W/ 1 , � I 1� ��i n;� ; j� : � I : I I I I I 9 . . aw � I 1��, 1:1,�, ,� , I , 1 t I � I :I � I I �1 I I� I, . Irmo t 11 �.. -89-19 1 � , � it � i 1 1 1 A I � I � I � I : I" I I / CLOSED BY ORDINANCE NO. 65 'I ­ � I ; ,I � I I t � t I I I .& I I I I � : j I I . I , I � I I I . "i . - I 1, i � � � I I � I I l� � . (WALGREENS) � ,�EVISED MARCH 21, 2013 TO SHOW EASEMENTS AS REQUESTED IL I I i : �� �!�� , I I �, � � �,I I [, I , I tTe '' _� I . I � � I : i 1 , 1� . , . N17TESi I I I'! � ,� , � : ''! I : i�' � f 0 FLP to,cm ? 'j" / BENCHMARK TABLE, I - I : 'r ,� I i,l,� : i If I'r ;� i� I I � I I I I I I I I 1� : I . �i � : 1% I I I I I , : I ,, I I : I I I ;1 I I I I $-MASONRY WALL 12'OM- - . I . ELEVATIONS SHOWN AS THUS (14.99) AND ARE BASED ON THE I il I I ! ! :I : I I :1 REAL ESTATE NUMBER 169398-0200 � . . � � if I . i , � 1� I -1 I : i :11, I il � I \ . : I I I I 1 4 I, ,'I i i I I ', NA ' I I i I I . Ili !�� , I , : I : , ;�, f 1 I I I , I , o TWH ',­ i "" TIONAI GEODETIC R CA DATUM (N.G.VD.) OF 1929 ., I I I if -! I f : I I � I I 2 VE 77 l'i I HEREBY CERTIFY THAT THIS SURVEY MEETS THE I I i . � I . � I l i k I I � t: " � f I � 11 , , .; BENCHMARK 11 FOUND X-CUT Oil CONCRETE HEADWALL I "! 11 ; 1 � ji,� '' I � �I J� :�!`,`�;" " 'I t! f "AGREE ATLANTIC BEACH LLC" \1 ;.-I % . I* . I 611"ATION-(8.95) N.G.V.D. 1929 TO CONVERT ELEVAT70NS FROM N.G.V.D. 1929 TO N-AV.D. (NORTH sl� I 1-11, . � I I 11 I ( I � 'i � � I'l I : . - I �, I I t:, , , 11 jL1 i I fil �, I " �� , . . AMERICAN VERTICAL DATuA#) or 1988, YOU MUST SUBTRACT (-) � :Z . j � I i�: , 11 � :1 A%ETE '*I-,- �� I I MINIMUM TECHNICAL STANDARDS AS SET FORTH BY ­ ,� [ I � 1 I , � 1, , � � I � ; 21.M : ` SET 112'IRON PIPE, DURDEN El 1 099 FEEr FROM THE ELEVATIONS SHOWN ON THIS DPAWING , III THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT . . I t , If, ,,, �L I ��I, I : i , ., � -- . .. I �� 1�� I � 'I I �1�, 'I, I , � I I I OFFICIAL RECORDS VOLUME 14961 , PAGE 1128 ccOLUMN �__, I -, ' �I L I 'L 11 I �t [ _ ELEVATION-(9.64) N.G.VD. 1929 1". i 1�. ,I I , f � ;., (TYPICAL) I , " 1� � 3 � ; I t , . jj� I i �j , j 1 1 !,�, 1� I I . � I I 7 p �if i ,I � 1�4 1 1 1 : 1, . � ,"",-, TREE SIZE AND LOCATION ARE MEASURED By DBH (DIAMETER ,% - $i ;L i � 't 1� 1:1 , �. i I � I I I ,I, � I 1 � I , , I � Iz 1 . i : i li I I "I,� i,�� �I is,CITY STAN 113 I I ! I�,�,!! I i� . .1 . BENCHMARK k SET P.K. NAIL & DISK, DURIDEN TRAV.PT, , SECTION 472.027 FLORIDA STATUTES AND CHAPTER I I 1 � �, i'� -1 � � j df i I�: I!: ,I �, f 1 1 if 4I ��� i"', i 1; it I 1'' I CURB& GUTTER __1' . .. '. BREAST HEIGHT) APPROXIMATELY 48 INCHES ABOVE GROUND I � I 13 I: I i I I �1 1! � , � I . . aEVATION-(13.31) N.G.ViD. 1929 1 � I 1 I j i i !1 �, !; il � I ;, I fi I � �; ii . ! i !�� ,� . 5J17 FLORIDA ADMINISTRATIVE CODE. 1 I �IL I I I 11 I . l, � . i . I I I I�j �i,I I , . BENCHMARK 14 SET P.K. NAIL & DISK, DURDEN TRAV.PE. FLEET � % ,� le'l I I i I il [! I �, : i�,I,, 1, 'I'I I I I� � I Lq-("1 , I i �, � '! Ill, �1 1� � � 11! �, � I : I.1�1 11 I I �: ,I I ,Iw�,,,,�,,Cll?ry ELEVATION-(10.50) N.G.V.D. 1929 LANDING BOULEVARD AS BEING S 88'17'50* W AT THE I I It � I � I I I , ! � I I 1,11 I " �I�I , , if I I I �I, . � . I ;� I � 11,I'�' �, I , I,,� INTERSEC77ON OF MAYPORT ROAD 1 D U R D E N i: I I �I: I, / Iw BEARINGS BASED ON THE NORTH RIGHT-OF-WAY LINE OF ;il �� ,'i�, � I.' ,� � I; , I I , I , !,I � I I I I, � I ,;Iev-I A I�___ ,;;�- BENCHMARK 15 SET 112'IRON PIPE, DURDEN TRAVPT : � '� ,I I I , it EUVATION-(10.93) N.O.Y.O. 1929 N.T.S. DENOTES NOT TO SCALE �1. i I � ;i�� I I I lj��l I , . , PING, INC. i I �:I 1, iii i. I 11 , I s I � _--l- I I � I i i �y I , I ! 1I i I ! : . I i :�,; , , I I I Iji ��� 11 , 'I I I �, I I I �:� I j ' ' I I � f� ,I 1 � 0 ,� �; I ! I � I 16 SET P.K. NAIL & DISK, DURVEN TRAV.PE � I I I I I I I i 'I� i, i� I 11 I : � I � I � ,,I � Iiii I - .. ___­ I BENCHAARK -X- DENOTES 10' CHAIN LINK FENCE EXCEPT As NOTED I �: , I 11t,P I 1, I�!I I � I 1, I- �I I I I . eo ,. ELEVATION-(10,92)N.G.V.D. 1929 1 . I I �; �� I I � I 11 I I . , I . .. ! � It ,, 1 ,� ! 1, l� ! I 1 I� If I i I . il fi BENCHMARK jV7 -//- DENOTES 6' WOOD FENCE EXCEPT AS NOTED CH, FLORIDA 32250 1 i I I I , I 1 � :: � SET 600 AWL &DISK IN NORIMVEST - I I I : I j , I I; I *CE OF 15*OAK TREE :1 !: , i� : : i � I I !�i : ,I ,� I �i i l I� FLORIDA REGISTERED SURVEYOR NO. 4707 I : � , k, " �� FA -V- DENOTES 6' WNYL FENCE EXCEPT AS NOTED (904) 853-6822 FAX 853-6825 I : I I .: T, ill 11 I I I ,1, I I I I I J��� : I �� I T I 1� � I . I : I I I .,I p � I � � � , f 11 i ii i I I � 11 I � I 1: I : I I : I I � I I i I �I I I 11 ,1 1 � . . EUVATION-(14.43) N.G.VD. 1929 -ss- DENOTES SANIIARY SEWER LINE H. BRLI&E' BURDEN JR. I I ! I h q , � :1 ! I � �, ,� �. I I LICENSED BUSINESS NO. 6696 � i I I :i � � . �I i I I i � 4i I� �I 1 BENCHMARK 18 FOUND X-CUT ON NORTWES7 CORNER I ,, I I I I 1; I I I �, I I ,1, , . I I � � r I I t � -1 I �1, 0 I I I , , ,,,, I I � 11� % I ; �,1 1, ,Il�ll ,1 1,11� , - 0 OF -OHE- DENOTES OVERHEAD ELECTRIC LINE I � I , !11 I I,,; ,1, � 5 � . d", ]��,i:�! � � J I , I I , 1, THE AWL BOX KIOSK CONCRETE aAS& I �� ,:, iw i I � I � I I 'I , --BENCF11 -Tl3B- DENOTES APPROXIMATE Top OF BANK SIGNED MARCH 16. 2013 1 I I I , , 1,� , " 1 1 1 1 ,I Ift FOUND X-CUT ON ORTHWESTCORNER � �3 ,I ij!,�11 1, I I I � VARK 18 � l' J f�'Ilif � I I i, I I ��: ,�' , I �,!!: I I ,,� c � I ,� I�Ij I� I �"i III � ELEVATION-OZ78) N.G.VO, 1929 1. I I I ; I I , I , � :: I I I ­�: ,� �� � , : ��j _�j i f I , f� I ,, I ! � � I 11, ,�l 'I I I I I I � i ! 1; i�I ,, I I I I I I I 804CHMARK 19 SET 60D PENNY NAIL &DISK IN -TOS- DENOTES APPROXIMATE TOE OF SLOPE SCALE: = 30' I I I � : I ,It",�j � , 1 � , i �I �, I �; OF THE M/41L BOX KIOSK CONCRETE BASE i�! 'i .1 I f � ,: : � , 1, "I � :I �v"!�,��,, ,�� j SOUTH FACE OF 18'PINE TREE THERE MAY BE ADD17IONAL RESTRIC77ONS THAT ARE NOT SHOWN ON CAD FILE NO. FLEETLANDING-TOP02.D � 11 , I I ; � ; 1, �i li I �,�I I �1 I ELEVATION�a(12.78) N.G.V.D. 1929 WG 2000 FILE NUM 30 I I I i � I � � , t� I 1� :,�� 1 Iti 1, I I 11 i 11 ,If o,�� , !�11 ,I � I I I �,I , I �I t , i � � aEVA77ON-(12.47) N.G.V.D. 1929 THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF I I - � -, ,',tl;�1 �f�jl ,i Yl; ,it 1'1� I , I ; I[ I f�11,31�, 1`11 1, �!I � -_.----__L_ WORK ORDER NUMBER: 13,084 1 1 I � I 1, ` �!�`� 1�i, � I t` t, ,� fj I 1 , , I __ DUVAL COUW, FLORIDA � � I �� I- I I I ` �_ -1 �_- 1.�" I- If 11-1 I I 1 - .0, ,- -16 SANITARY I N p ,U ELE ) (U� T 65) ?,�4, ra) __= . ,) _ _ m 1 1 " . 11 � L - I * lI 4 I I I I - � �� ) I;` "I - :1 I I :� -1 i - I � "_3 � " *4 ' *' , I (-A �i ,_F - , "'�' I � tQ , . _' '.�L . - - 0 HEADER : _C I I ) , VR! c . . � . . �i . .. .6 _. , I . � , . I � � . . , I . . 1, , I I I I � g, I : !1�� I I I I� ________ 1 � I - I I ! � I I �,f," ,f ,� � � i I I 'I" i 1� I i -_ - I I It �- � I � i �. � I I 1!If � _ I I I , : 1 I I , I � I " ____ -, � , 1 � , . � , I I t i - I , it , I ' 'i ;I 1, , !� , . � _�1 ,1, I� I, , THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED �� ­ I , I I I 1� ,�, - I I � 5 'I I I '�I� I �i i I I : !) il ,[I WITH THE SEAL OF THE ABOVE SIGNED. . i ; If : 11 If I I i � , I!' ii I : I ef ; �. � I if� I� f �� 1�, �1 � � 'I �i` I i I 'i I �� �� 1,!� �;,, i I I t . I f : ���_, �1 i I, f� ;,, jl� � I : I � � Ili 1, 1,lh�: , I 1; I �fil FA� I , � 1 I; I , I �V �11 f �f� Ii � � I I 1"i 1� , �, I � � I� v II I:; ,, , � � I . �! , ; i 1� 11 � , I 1 ,I f[ il �, 11'i' �� "1� , I 1 � � � . . 11' M I ,1� � I i i - . , I , � � . � I. I 1-1 ­ IIIIII, - � - ,:-I , - I I I �f i1i I I , , I I i �,14[1- 1�ii, 4,"'" :: if, "I -111�,� , - � � ­,; I ­� ',��� fI � � 1 11,3 h I � li � ,,: j' ', �� i � l, I i � I , , � 1 � �i � : I , :ii ii'�I I, I I, ''�t I I I � � , 1, I I�; Ii � !,'I , I �iI I , if ,I � ,]' !I� I ;Ili 11 , I II I ,I I "' I I I , , � , ,,, ­, I -1 1,_ I ­ I � I f, � 1'�A� i�l , i .­ 1 ­ "I -11 .1.1 -11 -1 " I I , 1 � : i � �, I I si : I � I , 1 ­ I � I , � 1. I �, i, I ' ' i : 'I, 1 '21� 1 1, ,� : - - � - " I I I � 1 . -1 � I V , � I � , I �It, , -, t- , , I I', " I— 2 1 ,' � � I I � I I i f I , 1� �� � . w,�i� z : , - �,_ - I '' I I � , I ;I� t , � -,_ " I ,,,, I I , 1 I , , ,, ," � ,��,,,,�- , � 7 'iI,­j 1, I :� .j; 1 �I' ,� : 1 i� , :� 4 I , il I,[ i , ;1d , , � , -� -��, 1, I � : , i� - j, � , II! � , ,',,�`, ­". � � _, - - I, ,, I' ,_ - _-_ 11 " I - it � : ,I �I � , , , ��,T"_, t�,_" -� ,� I.' .1 1 1 �� , ��, - __ � I :_ I I I 1- � � ­ I -I 1�, t - � ­ � I 11 __111_1� I - � ­ I , , , I . I I � :� - . �� I I 1 ! ;� I i� , I % .�.. , ,I I. I I I I � - I i i j : � I I I � I i � . I -11,- 't -I� : � , :, i I . . . � I I ­- - I I 1� I I �` � � I I I i I I � - ; 1 ! � I: : I I i, � � I I I . I I �'i 'k I , : �: � � I � I I � I I j i :� ;i: � � � I I -� I I I �� : ;I! �� :1 i I . 1, I '' : ,I I ,�, , I,I i I � I � 1 1 1� I. . - � I I i , I � lt� I 1 , I I 11 I 'I,��! i I i : , � . I� . 11 I I�i I , I,� I i ! , I II'� I [ I I i I . i I I �, I � - I I � I�l�i� I.1 I I- , 'I,,I.. I I I h, ,�A �I ii�I 1, I �, - . .1 I � �­i��j,1,i�,!�Ili, .�I IlI��I � .11� d, i�l �, , i, :1�11 - I , � I I 1 � "I .---I - I I �i, I �! I I !� ,�� ,": , I i " ��'` , ,"' I N i i, , i, ill I i� � 1� 1 i I I":...1'� ,,, I I .� 11 I � -ill- :�� I I I � I I I � i , i i I'l I I�,I 11 ]� ;I ��� ,�� I % .I - N) 7H-91 -) I I I �: I It I l � I I I , I lj:� ,�'l , I i I -. 1L., . � � �Ili, J!i i�, ,;'� ­ if 1, � � 1 1 � l�,�, O;�� - , - p INV. (4.02) 1`1101:�Ll-4:�-IV,-5. i ) , ill , 1 , I I l:� �1!i I 1 i'i . 1 20' DRAINAGE Eii x M.E.S. JT ,EX �,j;�J:ll' �, e �', _ , � I ,I � I�, I t I� !,,j,: z -F�Bi' 9-ELM li C4. I I � It - �,111, i �1 ,!! �' - 15-Fill - 1:4 '. t,j i l! i� �J 1-1 i 5810 li -- op .. . jr , i I i , 1 d,,,,,� �l'!;i$ ��:�il� �, I '. �j� i i:1 0 E96k) � jg'�!�g' ' ��i IRUCTURE . � QCATCH BASIN .0 ,I', N lip 4rATE (I 1,35) 1 . i� 1 W H' I f (1 ll� ��i k �I � C . _ - 4 N RIM ELEV-(11.65) . � : �� I I I I . �li� I ,!,�� ��i � ii,� � 1 � Ld i N1 I I i I': Ii I I , I '. % CRETE . I I i : � � I I ; 17E 1.083 (H AY OVERGROWN) `1 (UNABLE TO Opil , 1 1 � I � 'I DRY qE7L:NTIorq I-Lit // k 'I,< J6'SANITARY MH I � ,� ll� Ilill' IN- (3�Ao!#16 G i -"i , � 1 I I .. � 11 � ��� � I I I 1 I .1 1 I I I i � C INV. 1i OT flo'23 I t, I il�� �, (O.R.V. 6,378, Il 6 .4) -3r,T 111' I k% . I � i i � !: I . I � "!,, : � i : 4i i it 57 16 Q ,p � I] I � 11 1 -4 - 9"XREFIRY / e. 1�1 I . . I . �i I I 11, ,� I I � 1 ! � IB'PAW 9 - If-PINE xil , to,Pill . . 19 , I � ,'-�`1�l I - I I I ll� 1 �:c !�� � � I I . �11 - I illill; " 0 1 si ", a 46.0' 1 I I I . i'll l!j I i I, -��, p : � .3 _§V / \ � I ,I : f - ) Iiiii � A I I I! �� � �� ,�, '' I p I 'i tp e ..", IN OFFICIAL RECORDS VOLUME 781 1, PAGE I I HIC SURVFY OF: 1 , , '0 ,�: �� I 1i � I i� Ill.I k E:ADWALL -I- -­� 9'CHERRY !!�--, x li, � I �o r ! � li �i� , i, I . " , .4) I--- --- ,.111`1 -- �� I . 1979 i 11 I I ,Q, I . AV� -- -, e I I , : 1, : � a 14"PINE I . Top (7.1- / I --*-- 4013-- I'll ;\�� �: I I I I ;i ��;,) � !I � i j I * 17*PINE - I?*OAK . : - .01. . SECTION 5, TOWNSHIP 2 SOUTH, RANGE 29 EAST I � �i lk, l� i� I i I ill .1-- .i. i I I I � i i; I I� I j 't � � 'll,,1-- -�:7 III . . ; 115 COVERED 'O A PART OF SECTIONS 5 AND 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY I i I i I i � I PINE - jj ,�%21 15 P11i 0 18 PINE to'w �%`l . . iiiii'll 1p .. - -ill . . it 1, i, �L�:,,, f " 11 l�l� I ` � I, �, , - I FOUND 12" IRON PIPE - 12' `i, 1,i * . - -`1 i . t �: , I',i, ��I, i -I � � , :� �l / I I I PINE //-//- - - - - 0 ....... 1 5.0, I I I I �� I I 1 I,ti , l,:, I �� - I��,, i 6, WI-//-//--------T-// // IS ... 0 � l ! I I I �� , � , I I � � �,f; �P I I I I ":, Ii I 11 � , il);` ,I ill , ;�� ,",iif,,,-�. . I 1 ill . FENCE i) :'" . fjkz. .�i' . � SECTION 8, TOWNSHIP 2 SOUTH, RANCE 29 EAST . I I : ji, , 11lIfIi:1 :�I,, , � , : ,lil, �,,� �I ,! ��� L *6 1� A � i ''I I iii i ; I I I i � ��; , '1�i, sss . #3624 S " ' 1 2 "W. il- - 001 1. 11 ORE � , - 4 \ (ALSO KNOWN AS 1 FLEET LANDING BOULEVARD, ATLANTIC BEACH, � ii,,,, 11 i I jl� V� , I ­ 11 " " . I . . i ! �,� � I I, ,i I I I ": I , Ill I 10*PINE '. � kiii Ir am .EN ti �11 i - le. I I i � ; Ij I ,4 , , "I � ii, clim "*.KK - . : ,161 I! i f�! "Ili I lip ,,I If,! ! W I I , , � 11 c 'r . r � � - 6 OFFICIAL RECORDS VOLUME 6688, PAGE 675 i � If , �� I,�,I I'� 1�tl�l ; i , 1� .4. IQ*Pi � I * 12"OAK . - 1i) I !�0. ,p-0-, ,,, .., - ` : I , , ��.,�,' �,' ,,,�I 11 I I l��', 4 III , 1 ��,'�:1, : :;, I . I "i .12"%, 1p- 55.3' 'ilM . � I , ,"'' �� , , i��iil I,�,�I p'!� '' , I t�� � I,I I . , 1 b ') 11 Q%� - I.. le\ I I I I �T�- "i"il �I I I I , '. I I �- .. I. K . I . i i 1. � ,� �t , 1� I I 'I " . � . I "D `0 1 ---- "i - I I �;,�, I � I � -.I I�, I 1, ! I � f,I— ) I ­ . I I 1 STORY FRAME i ., n I EPARED BY DURDEN I I I I t ,I li, 1��i I� I , ,,,� I 'I"'i l,7,il i Il�I i � I � �,11 lil, , , ii- . -F , " GARAGE Lq ��l� I �pk . . I I I � if, ,I 11, ,� � I 0 CONVLIEEPPAD' W, I � I I, I� I I r! 11 1 I 71 I I I W TH HONE-� FLOOR ELE,VPTION,(I 1,W . I . SURVEYING AND MAPPING, INC., FILE NO. I . : : � : : I I 1? .. 1 � it � � FINISHED ­ 7,,2 1 .. : " I I lI , i� . ... EQUIPMENT"AT&T-iii I "��­ 1-V i � � I � � : Ai --,S" � 'll �! I I 1, t I I � . . ­ , ON I k I,, . I I 11 ;� tl, i t 7- * e,p D � D-1214, DATED: NOVEMBER I I � i. I I" : 1, I I l I I > � ll� � . , . 1, 2012, FOR I � w 61 1 1 l� : I -j (-) 0 ill -jA I- "1 24 9' � I. , - r, I I -j ;I0 li 114 m I x ­ � I i I i � , I ];I -1: iiii 'i . � � , �t . I .-C :1�111, , I � I I 6' WOOD F' , - 1i "i ADDITIONAL BOUNDARY AND TOPOGRAPHIC I i , � i ,� � � I 0 1 zz WOOD . . .5, ... 1. ", * ." ,�� �,� I I � 111i '� I li, � 1 � ,I 1 '5 t-. pw �� . WOOD .. " 10 . -'i -1 , k, INFORMATION TO THE NORTH � . 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I "' *1 � I�"",�, j, I : � 'i i j �l"k,:�:',� ,� I : :� . I I vl� 'lli 11, , i;" '. . - \- - - - I e�l 000IIIII"""l � ! t -'-' i , : I 'i� � � 1 :, � , hi, !:,� :1��,�I i� !,�t, z !J� I , J� � I : I it I I . LL 'i k--) I � :. :.: . , , j ,-6 I x I � oral . I I I I � �, ',,� I ; I f "I � I : $ ii i '�� � ill I 11 1 0 � � � 1� �i .� -1. 1.11., i ili N � , I , i I �a I . Ili , - I i ': j , I 1i ASPHALT I � .1 : PARKING . I � I I I I I I . �' ,i,I :1 ill i� ji �jrl C ' 1 ,l� Ili!' i :1�i 1� ���", I'l ,� I j r, LL. - 4 tp 101 .. % % � 1;� 11 I 0 ., I 11 � I !IIj Ji� i, � � v I I -- . x :.. Nl\ , , , i,� ! I �.",sp SOX .... I . I � I it I n . 1 15 � :1. ,p) I I 11 , � a I I"I ,��!:�;: . . ­ ELEPHONE EASEMENT 6 bwtm x :C- . " �� i4 1 :� : �1'� , 01 I - lil,1, i !�' I � 1,11 , ..�'.,i I �, T . .\ : j �, �14 -(I � . 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'0� 0 � / ,� I l� ,, ,.� i I , j , I I I I I ,I , , f : I . ii 1- ..i COVERED X � ­ i i � 1:f i I �w . . , I. . ., � I I i N , i JI I I 1,; � ''I', 11!I 'ill l . . ------_ 1) I -P" � � L � ,I�, it , , I i � . , I .0 - .. . � . %4 S;ii - ,,ii - . 2' 0. I i i�:ii,,, , I � � , , >--.� � 'I .. it ,ii- ", " ,----- ki �q I I j''�11��,i0i I� : I� I � . - e!" 36"DRAINAGE MH (FLEET LANDING) : I , 11 , I I� 11i, ;l � jl , I, I I- ='I;'n-* I �-A ..... . I -p - N,RIM ELEV %.:,A'i I I , 1�,� , 1 i� ��i j!�� I 1:�,� I 1 � I I l i 541 I, 'I I". � . 11, � :.4 , . 1i �L -) -(10.91 1 NK Z) x .,O.,k)I I i � �l r: ­ iii, � 4 .. , -) -11 . 12 c I PI 10��,� �, �� FLPJ.-Jillp I f1l'IV (6-91) "" 1 If RCP Iff, 643 � I _L INV. .3ii 1 �I,1, 1�5 1%� 1 14 iv-p i i � i, ,�i 0- T . I ,� I .Z,,c cx) ow ,. .&O . �vl I e�.9 CE 'I. I 1 ,,!�,Ifl'li",���1!ti: i , I ,� I ,w . i�'l � i I ,1�it Il 1; I (-A . .1ill. e 114) j6-. jol 3 'N . : RE REAL ESTATE NUMBER 169379-0200 URDEN I fo . tT'NV R ffi I`.Fi (12.96) 1 �, :� � l�, 1,1,I I I�., , I 1 , - 1�1 I 11. . . . * - ' 14 1 . (16,38) .11", ik�l-1 13 �` -- , "NAVAL CONTINUING CARE RETIREMENT FOUNDATION, INC." : I ; , I,, . N- - -AZE6O i " 11 � 11�6 6� "",il�3 il� ll� ' `,'D �-- '- I STORY FRAME I , I �1) I ii I :, - . - I U.",- -11) , ir i � J4 IIII 3 -Iiiiiii f ", 01 x C SURVEYING ANDMAPPING, INC., FILE NO. - 4D r INV. (6 IIN'�-' -A s i � I, � .. i ., INV - - " I i lii:��­ j t,l I %t ')j,If I ,I� , I I jil I I� I t I -,I i li lill il� 111 -IMI8 I � Ill 111% -,.,-,,o, 1� I 1.� i I., I] 11 , � I . ., .� 4 I : , i - � if � r I 1- I . ;*HEADER - : � , U I I . I , .I . Lu I= O) . � i : , . I Ilf� , I ,];I� I I I I ii u 2 ;,��, . . %0. - " ­ - V I 1p i;�q'i I I-"'. �'j ''" � GARAGE #5550 4 1 �/ GTTE ii I � I , 'I, , I Il';l I � . ,, I 1. I . k OFFICIAL RECORDS VOLUME 6688, PAGE 675 11, I I , � I 11 CURB N 0-328, DATED: JULY 17, 2002, FOR � I , # *** V16 "' I ;:11 1� I 1, I �, 1, FINISHED FLOOR ,., ik� , 11, , ij,'��l I 11, 1� 1 I I � I , I " I --` � I - �� J I I I 1 �� ilill, 1 1 � `:� -i'.. �N ELEVATION (9.79) 1 1 1 .) , e - I , " I'l lllilh�. I 11 �� e il i,I V i Z to U, I 1 2 t Q%� - I i I l I i1i I :ili� : I a 4 , I I I I I %,%, � - 11 .N% �- LOT(10.26) ADDITIONAL BOUNDARY AND TOPOGRAPHIC ! i ,l� I il �, I �dl � It , I 1 .. 11 1 40i Ill / ASPHALT - . () , . . - i I I 1�!Ili� 1 1, vi L, "T� k\ . i I I,# Ili \ c2lix - �i % "I I iz%i, 0 - 1:. INFORMATION TO THE NORTHEi i i ", 1 i - . . , , � PARKING N GRATE� will I I I I i 11 I lil, 1 'It W< Z -14 4 , - ---ii,41".. ----- / �- ,4 (61 rol� 13 i, � . -CATCH(SASIN -,- . i � I � . I ,, . SLOT(10. i i l i �� � I I 5 W , 0 96 1 . I i �! ,�, �' � �! �Il,,,,I � -� 6)r �i:, , i i'�i il�'i j :�10 I D . I --- .", 8-MAS(WRY WALL 01 :>. � I : 1 ii I 1 I 1 � I i 11 I ,1,i I -4 . 1 COVERED / 0 Ri ��,�p+, . . � I 1� : I � I I I i E. --ji W17H 16'CONCRETE � I " v I 'I I i I I, �l [ � � i : .>,.C-10" ' \ , 01 ! 1 � ), , i i � : ", Ur it"� . 5� 1 �!j *' I ! : I *. - - :�� i PA'R 1i I� I ij��i f i� i - , : am I-, ii I"N", - AC ) : I ��I,i I i i I i� I I k - (to.X 18.) �ex IlY ep , � � r !, .I �ilil: ��il , i ,�l , � , , .2� x IQ A $0, """ I T 1 i �ii I I li� ; i 3: ') BENCHMARK #4 . - � -:,". ,l, I I� v) . : k - - " , \ Il : ,!, j . 1, . 7/�; , - .� . I I ,, N :A . ) Ifil ,!I! 4 I 1 i [ . �? .. is /. .. ,u ­­ ".""ll; )�ONCRETE el I � I 1, I III I , I , ; i� I I STORY FRAME i'l �4 %.N lb . ,W- , - I I � I I� � I 1�,11!i,� I � I I �: , , I ' GARAGE #5555 N ki / SET Pi NAIL & DISK - -.!llf , "' i I P. i� !:�:!�� I , , ;* - - ') .. V) \ I � 11 I� -i ill I I � i I'l�, ,I 00 0 I I , u �,;p,` ;/,;PC 0 22*OAK : 1 Ai�?Ghi�;, iii -1-11 / DURDEN TRAV.PT u . . P- I i 1: I I I I i 1 1 of FINISHED FLOOR Iiii .- IZ, , . I I I J, , , , ,, 1[� . 11 ,,I I, �: : A: "-- .*- '. : 'Q . . 31i , "i , " :, I II 1. � :�,� I I I I!uj 0 EaLEVATION (10.98 1 -� � .. . �, I i I ill IZ13' 1 ?. I Iii li , '', ��, f 1:1ill li:lll�l i I j . I ELEVATION=(10.50) , . .8 , Illy i , 1 t�� ���� I Iqi i 21'�]: i I i 11, , -1 , I i� ji !11 �,,I I x j�-: 1.1 � I , . / , * * � \ 8.1 all I . - �i�I ,f�� �;� � . ! , , 11 11, .'t''i", ,!,L",li, I if 1 if k t I! �1, riAl 'i I I I I If t . . PI '� N.G.V.D. 1929 . .'i ... W) 'I I I.q. in � 11 I 1�I I I if !l :�tf ,� . . , 0 �,x!�0.0", �pt... :. , . i J, I I 0) PIMIDAN BOLLAR S .. . \ � � - - - I I I �,,, �iil� I "il�, 1 S2 � I, I 0 4 i / -- 0 ,/1 ,�qw. 80 AD�- � X. " I 1.1 c � I 11, - --� , ­ go, ­ BENCHMARKjfj - ,,If . , - Vo- PAC .- 1(-;, I I ' �'�li� 1,',�:,�!� ii��,�,i,i,,� , -, ,,, A,,,��I,,, l I ,,�t,,',I,i,ij,1,�­�I,,J� �ilI ,, - 1Z 0 k 6 I'll"i , �I, , !� , 11 I I I I 0"'k.";I ,-l,,,, �it. I I.- -j !. .. /. 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CONCRET VC,- iii j i" A, - I �11; ,I l I�I i, 11� I li, 4) 1 wpp 0 51 -1 I'ON;M� 11�`�I�i Ill mlli;�," �, , , �,�t I I e III 11"`-I'll , ,� ,�e ,f [I"�i, I ili� I, 1,�� 11�� I I A,�,q ,���''i"''� , . 0 1 (A - . ,I I I,"I o I 0 i I ,�, ; ,­�', � < - Zv 22 6 �x JU ' .r " I v I � i'.�,k�l,',�;I�;�l!Q'��b ,��," I i �ii;­IIIi��-�,!II,ii ':�, .,��l�:�I'll- � a I 11 15'OAK tp o 1 STORY FRAME (10' 4i 9 .. . . ��910 N.G.V.D I ,1, �'" '11)I i,��1. �, ���,� ,� ,`,' I w I -.0-axi I,,,) I w(Z I � ii ii, " " � . 1929 11 111� �III�I,� 'Ii��11 � , q 1,1, � , lL (DOUBLE) i - - I . � � . , il,­; "I"ill,"k i�"i�,�­ P��4­ 1 1 f�­J, 1.� . . 'I, . . � 4 BUILDING �95-900 lf�" . %I I I t',f� , , I , I , I I, " F.F.E. (12.03) .- � I "k ,"", , , ,,"i .z �z I m Ir 1, , �, �,lt ll�I�"'i�'� I I I , " ,, l" N- " I::i�, ,,� , ;��,'��, 8 hr ��, !,e�i,�� �� ��l��i!7'I�:I�'t,r,!�-,, ,Ii , I ill 2, ""I i, , � I I x �,t� i � ,li er � � �, �­L'I i, [I � , I 1� I � I 11 I !:1, , " � 1141T, i �I" .1 ,ll�l, i ""', - "' ,, I I FLOOR ELEVATION (10,62)8�K �, �11 I I , i'� 11W ,I' 11 1�I� I; "I�Ili I, , . . �, ,,i.. I I " I , ­ , �� I I, (f ,�",` Ii I I ;, r, I ,,, � I -- > I . - ti I I I ,:" " ,��,i,i,� , , : ll,l�- i i,�� l'' I I . .Ili 0 . " Im I I I 11 �,,,� I , I I I , � lill 'TVRB ') - - - .'\,1 4.0, � , - 'I "II"I 1� i , III"" 't I I v i Ill, I� � ,­ �'i 1, I (i- I I M . I 26 7' i- b � ,'111 . , I i ��,,���,,",;j � , 0 < I , - - - - 4.0 1 1 � I I fl 1 . I 1, I,,it , I i , � ,, 1, 4��- K e, � i. 11 i ! ­ I I '. I 1, if i , �` i , J , I "I'll�I � ii� 1 1 Ill, \ x I I. 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UNABLE TO - - . , qp / e I I - 1�. �L I�!�' �f���1,, I � I I I I L V�,"Tj`�Ii:i".�,,I­:� i,� ,,I 1,�,�. -�,-,, �­'� . . I I �,o i . .m � \ . !­ , A-t I Y��IFY-+---�, - 4% � - . P CONCRETE 43 `., -- ^ - 315'S4NITTARY MH ��SS - -W, v Q, , " 19 ECB ELECTRIC CONTROL BOX I , 1, ,, f� i, ,�ii,i`l�i�, I d'" �, , , , l; I I�, .1 � . . 4 ..- j'.i . �- .. .. I END OF P k ,. , . : :j�.::,: --�� ­ ­ . . s ill 11 i ! : I I �� i�':�,�T `-� L 9 , '. _15 . WITH BENCH I -- 11\1 I 1 1 \ '. ., .7 k1:0 . --`i- Q I ,,,v! I, . " , , �'" I;,", 7, L ii ,� . I I 1�- " I ": I .. Ii - -,---- -I - / : i � ;i � . . I...... ---- L I I I i 1� -�,i;,! � � � . \ - . v N RIM E , ;11 . . �, � ....I. i4 - 4 .4 . 't(I 1.7J) - . I � I � . E, ­ GM * Iiii a G . : I ­ . . " I -. X .X.:I - -ill ll N) ELECTRIC MH ! : 1; i � I,I I I ,��, I , ---^I EHH ELECTRIC HAND HOLE . I -11� '� L ,,,'' , ;-,� , � ,��� � 1 . 1 4 . . A �b.l, , .,, , ­ " . . . . v . A : , � �I'I ":i Ill I ,I 4 11 � !i, :1,,I �, 11,� ­ I � I 11 (A I \ . . A- , - V 0 14'A(AGNOUA . , , � :.:, (%V x s-? .-,�� .. 0 i * � ,i, q� 7�1 �I �,� , . , " . V , p I - 1 � , iij.:;­ ", ,, � ,�; 4�- N I , . :'i. , : . * I, - - - 0 20'OAX ig I I I ­, , , I - . . .4 -il ,,i 1:� , " rp ELECTRIC MANHOLE ,,1��- , I ,; ­� ' �� .�, I li . ��ill" L ; I ­ �' * 11 . . I - 4 .. - . .: . �,, . I I I iii) I Ili -- 1i -1 -It - " . ELEV ELEVA77ON , :, , 'I L 'I� " 1 4 . ! , . � ,� I�11�,,,, i'll: . I 'I I, :� ': �1, � . - � \ ­ 1::4 1 .. ,�,, �, - , . . 1p s �, 11, I � :I I I 141 , � ; 20:OAK �4� , -1 .IV, �L 1 1 ,`I�I:li �,l 1,� .. . . . . Ili Ill, ",� ij� , , i` � I I �* -- : . . . 10 6. � 0 , .0 . : . . . �� :: . . i� I , I , li�i , , . , , .4 , 1. 0 I Q�� I , - '�,I I I, , "I I I I li - . . . Is. . - ill, - , ", .: ..1 . ,"- ..4; " , % 0 (DOUBLE) , 11 �" , , -- . '. .-,. -4 l!" � ELECTRIC SERVICE METER : I I L" ! I"� I - - ��', - . � . . ,� - .. . . fijtI, , \ . . , i , , ! �Ll i lIl t, Y, ,: " I I 0 - - . .. I 14�. ., . . . . . I ­ I . . . . , . . ' EO � � " 4:: "i " -, / "i 4 -ELECTRIC AIN \ 0 4 . 1 20'OAK I 1 L�!if! : i , I I I :1 � I � I � . . 4., .A .. - , . .,.. '. ". . 0 . - i � :: 1, � I i , � I I �13 \ .... . . 4..,� .. . .. , . ki �,�,t, 0 %IV' k�%" i i'- I--I -1 (E)(E)36 1 ELECTRIC OUTLET I � 11! ,I i I I �1:! i ­�! [ � ,I I �;i i� 11'' ,! I I I I - 01 . *. ,� . ,A*4 . :64' 1.314 1 I ., A 0 20'OAK I , -0 I.vi9i�' * 18'OAK I I F.F.E. FINISHED FLOOR ELEVA77ON I : � j I f:; I I i I f , l MAGNOU4 36"ELECTRIC MH-1 t � I I I I I �� i _0 � I � � :1 �� I I I. :I � I I - I \ .. . ` . 1 il �i i �I i, :, I I I I , : ­ � . F, , : " .... * *� ,. ... 1 4 * . ... hi 5 0) ­ FH FIRE HYDRANT � ii I :1 -OAK - I , - ­-, ;A-Z'I"' � A . I � - lii bi--- - FLP FIBERGLASS LIGHT POLE � " I,, - 0 ') ill if, , �, "5 " . . - . . . I , :!�; !� -1. -, 9 20-OAK I, I � � ,I � I 'I \ 13 -. - Im :1 - �- 4i�i f #-- -- I - -1 , I p _ -,­` 3i , i I� �.. - `3 1 � i � ii,, I, f :" I- ":I I :* , . � .1 , -.--,4 Q, ,- " 'N ? 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I , - I x 'ji�,� -10'PAW GM GAS METER � � 1 iii 1 I ,, 'i ,; M I . . -1 I I" ... . . .. 4 .4 '':.. , (DOUBLE) .-�,­1�11 -1 � I, 1; I �; � I A-- . . .. . .- - I i�, I 1f; pi i� � I k " �I, ; �� I ,�:i ,� , 00 I 1 4 . . -, . . 11.1, I . 4 . -, A' . . ss -IV .. ss 51 03) Z� I ll PALM. 71 OAK : , T I I � ! �� � T - . -� -, - I if I l I I � - I * : I . .. .. 4 .: :!I.I. " . c 0 -- ii . I I ,i i , : . � !I , � � 4 4 , I. . ,. *.. a. 5'i ii- I ��,.- I 1�!, 1; � I : �� I 0 11 I I GV I I I . I . 4 1 A .' .' . . I T40�y tp) �� 8'V%V - 9'HOLLY 0 22*OAK �I". � � -r .. 41 A -, 4' 1. - 390 11 Oil i - 51. ­ 9 20"OAK HB : � I : I l:f � i i I W � I . ,. . . . . � - I -1 HOSE 6/88 i I ,I ! ' L i:' I . - .4 , I 1� . . : � � , I ,� .,If . a .. . . . . . . � . * �%4,q�i � � I � - 1:4 . '. , I -Z 0:1WN" : I iii , 11 , "%"ii 12 y 0 � I I ,I,it� 1 k ii;1 , �j: I I I � .. - .�.,�:..',' . s" ., GAS VALVE :1 1 7], � � I � k i � :i� 4 P, ..:� Ili `,`i' B I : , , i�� , I ,1 L I : � -j . 0 - . 4 ' .I I ; . .1 �) ,,,, ss 4', 141."5'OAK � 1. I- / -iiit" -I Hi HANDICAP PARKING SIGN I I! ,I I � I i � . . x t I I :� , : ! �:I .� I,ii.i . " 4 '.' . I . Jl SAN \i : . -j . L I . . " - \ (5..?,7) - I� i:i I !I ; i , ,� : i ! i . ­ . A. ,. .4' �,.. '... . . .� . .. '� -_- 9p 4��., 1-1 HDPE HIGH DENSITY POLYETHYLENE PIPE i ���I� -�!� i I �I I I I . I y I :::r �!,,, � � � (11%,f)tlitl Ili / I�, i j t, 1 i I :1 , I ii, �i :1�21 J 71 -ii' . m 4�-- . . .. . .. ­ I . - 'll t 1 . . . ' � I I I i � � ��, . .I W, : *�' -4 ' 4'1� - . , - ! le I l il. I 1, I I I I -I- - 1 4 .". . . . . b - `:L . 'lop / . �v N YAR CONCRETE --ii I , i :t� 1 0 0 ,N� 1 7 1 , FA, 1: f, 01 a :1 �� : I I . � ]�':f �� , ii ., . : , ,. . .. : .e. N ,� ,- INV. INVERT ELEVA77ON I � i % It it i a . I . . .. . . ., BENCH %� 1 1 � � � � It . -4 A - . . . I.% ! I , I, ; ,� I 5 i I ;I�: i� A i i� I . . � .4, : , � , ! ' I 'OAK m li rl:p. A 4i CATCH M.E.S. MI END SEC77ON : � I ,� , Ii, l I . �, �'� V) - I I I A . . A 4 , .. . **:' ` Acc \ . � ii � 1 �t 11 I lj,�Ii I I! I � I I v I I . I . ". '.,. ;4' ' I . *) Q) 0 *11, \: (?ASIN . i i iitj� �6�i �li�� I � I I F 4 . .... .� . '"' �. TE ,I,' ' .- .. -. "1p %1b 0 .8,OAK I I ii 8. MI METAL LIGHT POLE ; I fI � I 1 j Ill .I . .� , - liP . . 1, I i I I ,;k i� 1:1: z ,. A j.'. � . .AD RTIi ' , A. ki ,&/ ,- YARD � I.oill i I � I fi I I ' , :. , . i , DRAN CONCRETE i I�, � i ",I I, , r c I , NIS COU I MSP METAL SIGN POST I I I"!� I zg .l� I A ii I 11, it, jj,� �j ,. . . / ,� . 1%\i � �I, I ,I I : l j,t :!1: I I : ,- . . - x 0 11 . % Ill COVERED I 11\ i� 1 � , Mi 11 / .- \--ii- !� I I . - - I .� � � : ! . i . - . 19 �\ N RIM ELEV NORTH RIM ELEVA77ON I l I I ­ I 1; t � I . 2 'e. I i.p vii I I �i I, I I ::I . I 4'. -I I, 1. 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SPEED LIMIT SIGN I I � , � , ,L� 'I 4 , 1 � Il'i , ,I ., ; I �: j: 1, I I �1�1 (DOUBLE) d, "OAK -1 .12-OAK 11�1 15 Al I ! : 1 1;71 1:j y 9: EE' i . 'r - c ll , , I , I I ,�i LL ) ` \: I T7Z=a . 0 <-�> 10 -1 , �kl�� " x . (i V p , i 1 4 I , INV. (2., 1 x \ SP I � 1 1: , ,; 1: 1 � I I ��. f, . I ?9: GENE14ATORj�> ii -,:;V; , 4. .B"OAK X T, STAND PIPE I I I %, : � 1, 't 1i :�', % x 'i I � 1 n :i i : i : i :! - - kiii, - STOP SIGN I ��; � 1:1,,1 ! � ,� 4 I I I I j i if e, . ,,,,b, 20:gt� " '1� �� : I. � -il BOX i I _p OAK* - , I 1� I 61)I ,,, /i� I STOP : i 1 1; I I )) I ('i 18 1;1) 8'OAX � i 11 I I I I I j� l � :`I(UUUi - A ,� \: lip, 11K& I TELEPHONE MH TELEPHONE MANHOLE i I I 11 � I :� : t; \ ­ x A / 12*PALM. v i � �i . SBB- 7 / --)U w 2u/. uu "i, b v I ��-lil �" i 1� 1� .I � l�!�l I !� 5, I TOB TOP OF SAW ! ­ � '! 1 �I 1, III ���1 I t � � x -,.CRETE PAO .Apl C''- 10"OAK RP 13 / I - ; I . I 1 - _. � � I 11 I . . 12'CONCt ETE H WALL - X BOLLA TO* It p) $i ii ELECTRIC I I ,� !� j!' � � 11,[- j ilr,� � !I .11 ji ,I t L!'! � i '') - li ­ I.-D ) BENCHMARK"i / $1 7 . I, � I 11 I­ !, , . - I I I I � I ,� I 1 � IL li 'i . 0 TOE OF SLOPE I � �i A ,: " � , I il I I I -,e L�x Toill : 7 I i ; 1; �� � � : I ii, i I I i ! 5, i� l� i i '51 vq � I i� � I , I 0 gil VIN .. 1% RETAINING WALL li� , �%"RANSFORMER '1/ ' 'SP"Ll x TOS ) I I I L '! I ,� 1 1 -­ lz , ' � TRAVPT. TRAVERSE POINT' ! ,il I 1,i t � , .'i .. � % : : i I I. I � i I t fz I!, � - "RETTT2LI= ...... . I .. lvl , .'1171 c- 11 CO'NE TRB i I I !�� "� ji I ,L I _4 , .. .. ..) -- ��,� . '% BOLLAR � 'ef, , i, X' NORTHWEST FACE OF 15" OAK TREE / " to*FALM- I �11 I t � 1 1 1 1�� , if COfl % BOLLARD-". i %, � I, I . , ,;� I L - : � - q . .. . �. I- ., . . -��-.42 / SET 600 NAIL & DISK IN A TELEPHONE RISER BOX ' ' � 'l, it,,, ('I,i," , ll,W ,�f ,, , I P11 I' � -7-1,1,u.q- uki,q ONCR,ETE.WAil -Qh%�,b. . - . . .. LP ii . / CON E07E f;l il I � I,t��.;��',�,, ,:ii,�' l�il',;,'ilL; i,,,$ .15�4 ., .1 � 'i I' - � 11 P.11 �; " ­�;­ ll�;''[f, I � , �Iil/ RAINAGE INLET -- . ... � TVHH TELEVISION HAND HOLE . � ,��i��, ,, D ... - M ELEV4-QON=(14.43) N.G.V.D. 1929 1 .,� I, ,I� 1'�.,i"Iti,rl , ,� �, - --r i �-;�'l I,li­�, GRATE (13.20) .� . I I , ,;i o . I � I -7 I -) -i ; � �,, l( 0 Q­� rj JAN I'' , , � I ,�. � , � , I "i I je 0 TVR8 I , , � �, �"I il� ,1, , ,I... � I ,. N TELEVISION RISER BOX � I ;�'` I i, I N i :1 1: , !�, I IS-CITY STANDARD 'ke -by . k L, /� / p , 'j- � ;�,�!I I i l ��i 'I fit � 1 , � I j, I I I Z) ­ %: / 1l,'., ' I I� � � I �:j,! FLEET LANDING BOULEVARD .0 `1%7 �,. MH WATER MANHOLE � ! I io � ;44�V- CU�8 & GUTTER---- w (TYPICAL)% Ill I.: �i I , it , I I I i . i "i - , E , I ll -WONCRETE "i Ili - , . � \ P-1 I WL WATER LINE � ,I_ j, ��` ,� 'I il I `� , ",�I ! I ,ll,�;1 1 i I . _ * 'V - , l � ... : : I ; ; �, I ii i i fil I"! ,ij'', '',I . I AspHl .."fUER - OP.5 1 v to*Qmx- WpP WOOD POWER POLE : � t �r III" f1`: I i- I �"d � li, I 0 . ' . 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I (OFFICIAL RECORDS VOLUME 6688, PAGE 681 ) ---"Fr-- �7- --- It -1 , I 'e, f IZW,�--I- 1:� -� or I , - �. -C, \ : �� I � � I I �1�1:i 6�) ­ 0 , : ; �11 ,I ll I �]I� 1 ilI I I Xf ..15 /i Itp *�lt) N I � , � i i'! 1� I ,� . I . � I ! � 1, !; : 1 ,,, ,.,w I I l� , lt%li =-O I ­ )��e k. ! i I I �it i 1 !: I I � I B"MASONRY WALL -- '-'0iiil`l p1m) ---_--�-- "I "i .T , A,j / "' - - i : I "JI I �. .i vi �A f6;i .iO4e.- ­ 17 Q� ?�c)ff, : , � � I . , l 1 : I I I . I I I I i I � !I I I I � ,;%,q,?, -1111, CERTIFIED TO: �; � I , I I 1 ,� I I I 1;V, Y, %, I : I , 1 1 i �! : 1 1 1 - -;7. li wm. . . - *7 .. .;?, - - --� I \ I- .1. Iko , : i : I , I it ,I I 1 1 : ! !' . CRETE 1 17 - - - , ;i : 1:�I �I i , I : � 1 l : � I ! : I 1 2'i CON . - I . . 14 I ! I L : I : ��� i, i �] , � i � I i � I i i i I I I ,1 12*CONCRETE HEADW- Q ki It— Azy, W x Iz, NAVAL CONTINUING CARE RETIREMENT FOUNDATION, INC. � l : � I I �j l it I i [�i I I 1, 1 : � I i� COLUMN 14*Oli - 11%, - I : i I I � : �; , �j I L� � � ' � L�' . - li� / :4�,,, \ \ 1 I I � i ��i! , i�iL � � I I �� : i" 11 � -, * . � - - i I � : il 1 � 'A'" - . ".W :t i� � I I if lq : , � : � 1 : . I .. . I . : �n I I 1 t 1� I t --1-- 01 I I-T SON I ! ,1: I I 'i I 11 l 0 . ��> i �;,i ;� : � , ii 94AC / �#e I bi3i` ,ii:1, i I I � I : � "I, il" i I:! ��� 1 c I r -I I :I [ � 1 14 ,,,,. N . I J. . 1 il, I I I �' i1i I 11 �i ,: .R I WALL ,") ,,�ON I I I I i �;; ,�: I i I I I !k � ; I I I 'I�, ,i) I *CONCR "ll -- I I , l�!�ilj , � 1:�,�i i i l if i I � I � I I 1 12*CONCR 15-O-M.-I ­' ,q'i - � 'Z" 12".12- -el' 6. SEE SHEET 1 OF 2 FOR BOUNDARY LOCATI ' I �;�1 I �HEAGWALL % / ; �; � i � 1: ,I I q,)w - i l� I I � � .1 I � , I i '111- ASSISI LANE ON li, :1 L- � � �j � 1� � , � ''! z � �� . 'i ") .m,­ 0 T 258.00 FEET OF i I I k��bl ,IQ 0 ;,�: . 1: . XIM "' , I � � . I i [ ''� I i I . \�tllm \ I �l I : it \Iii (I.75) 11x ; I j 1 1 i. I I " .,,;,� / 141'i : I i I - - I -jv'n, � Q - I ­ i : i i. 'i , I I � � 1!!� ,:� � i . I "i i I � 5 I: ,ii" ii � j :i � if I 4 i �! I I :1 1 1! I � I "i- BOLZARO � . I / REVISED JUNE 5, 2013 TO ADD SANITARY SEWER INVERTS � I I I � I i : I�Ili I ;I � i lk 1i ,i 1!,1 F . i \ , I � f�� 1!� � � 'i i i ; 1 I, � I, ' OX -ov. 1-4 I . I I rr' I I (OFFICIAL RECORDS VOLUME 6572, PAGE 629) �I !, I I �1` � I 1� ,,� :, I L 11 1�1 I �! ��� !:' I ' t ' �Ll -W ,'5'�'b� 0 i f � � tL I I ,i I ; �il I ..4i -89-19 i i ! � -4 I , I lk, ii I'll *1 , �I / i I r ­ I :: . 17*om 0 . INANCE NO. 65 1 1 i L I I I � 1� . `1 `�' ,p 2013 TO SHOW EASEMENTS AS REQUESTED ,I, I ; � � 1: 1� ll� :I . %, � I I It ` I i � 10 . \1i � I � I I ! , �l j : ,:I % � '' 'i 1� li I I I I I,�'I I�� i I �I 1: ��J !I:: , I � " � i :1 )"il;p , " -- :: 4: � I �,! I I"�::,!i � �; j � I I if �: � I � (WALGREENS) / kk .5. 'i., Ni I � :� i, , 1 ��i I � f; i . � / I ": 2 i ,� ; : ,I l! �l :: x , %i I � I � I If I I ", ..OAK 41 - BENCHMARK TABLE, I - i � 11 �i i 1:� . 'I .1j i . - �.'.t , , f 1 1 � �, � - I � � - IV i :x ELEVA77ONS SHOWN AS THUS (14.99) AND ARE BASED ON THE I l . : : � I 63)D I i:� I . v 4' .4 113w : , . I I : � I, : ,I 1 ;L! i I w ki )�, - - I � �j I i: � � I ! ,I i ,$, ,,P - ! I .1 I � � ,I 11 I i i 1 4 i ,: : i � ,. : � � I x � ,i. . � ,� 1 ; :� I I il i ;[� ;:::; I � : - ki :.`,- "',,,�11 I , , ,I,[ � I I � i REAL ESTATE NUMBER 169398-0200 k Y - �I I I I �I , S'MASONRY ll I ,�e � I � � I I I � � it Ip i i % il,i" - - � ! I I I "I I I, .. ­ ii NATIONAL GEODE77C VER77CAL DATUM (N.G.VD.) OF 1929 1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE � : i ''i " H / BENCHMARK/I FOUND X-CUT ON CONCRETE HEADWALL � : � � ; I i i : L I , � "AGREE ATLANTIC BEACH LLC" (TYPICAL; i-� ... �, -, ELEVATION­(8.95) N.G.Vi 1929 TO CONVERT ELEVA77ONS FROM N.G.V.D. 1929 TO N.AVO, (NOM I MINIMUM TECHNICAL STANDARDS AS SET FORTH BY I 1; �i � ; i ll" I i �l � i ii� : I. N 4 mv, AMERICAN VER77CAL DATUM) OF 1988, YOU MUST SUBTRACT li I J i ! I I i � x I I I I !i I I i; I I , CONCRETE 0 "i - BENCHMARK#2 SET 112'IRON PIPE, OURDEN TRAVPT. 1.099 FEET FROM THE ELEVAT70NS SHOWN ON THIS DRAWING . THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT I � I I I I � I 1 2"i 1�, . 1� i I 1! i 1, :1 I I I I 4 , I � I � � I I I . 41 " i� � ; j, I . I COLUMN i i I : OFFICIAL RECORDS VOLUME 14961 , PAGE 1128 ELEVATION-(9.64)fill 1929 1 � -� � i I I - I i i I l I I , I . I I � : I � (TYPICAL) Ill �" TREE SIZE AND LOCATION ARE MEASURED BY DBH (DIAMETER I I i I �� , I 1 1 i 1 : � " llj� . i �el I i RD j- . x SECTION 472.027 FLORIDA STATUTES AND CHAPTER I ,I I 1:11 t I 1 ! � : I i; I 11 I i ­ I : �i . . \ to*CITY STAN . BENCHMARK f3 SET P.K. NAIL & DISK, DURDEN TRAVPT. BREAST HEIGHT) APPROXIMATELY 48 INCHES ABOVE GROUND 'i : ,I I 1 � .i p � I ii I � Ii I . I I : , � I ii I , l! I I B 0 '. I I I i��! ,f; i , I I � 1 :I : : : � !:! . I 0 . I ii[;� � I I I ELEVAT7011iiiii(Il Ill 1929 : 11 41: I it ' ' , 'll it I !' 'i 1 ,: 1,�, I : . .01 . J 7 FLORIDA ADMINISTRATIVE CODE. I �i 1 1 I - I 1 _� L ' , I I I ; � , 1). Ize, N I i I i I I f, i 1 I, i I BENCHMARK ift SET P.K. NAIL & DISK, DURVEY TRAV.PT. BEARINGS BASED ON THE NORTH RIGHT-OF-WAY LINE OF FLEET I I I "I I ,I i I I I I I I j I I i i : / N 10 p x �04 0, , I * I I z i i � I . i I I I I I :I . k) 01 0 1 ELEVATYON-(10.50) N.G.V.D. 1929 LANDING BOULEVARD AS BEING S 88*17'50* W AT THE I I I 1� I I i i 'I ! I INTERSECTION OF MAYPORT ROAD i : I I I ij,,i v: i� I ": 11 i Ili -46' BENCHMARK 15 SET 112-IRON Pi OURDEn MAVi I - I �t I ,� I � 1! ,i� � i I � : � 1 , i: , , I i, I �� � I 'ji""A r,," � ; ; ! ! If 1 1 :�: � i � k . I I I I i �i I W I :I � I 1 1 , ii ,:, i�I I p, "l SURVEYING AND MAPPING, � I i, ��L � . i I� 6 : I ,! 'i :I I I I I � 1� � i �' ' , lip 11 . I , 1 : � !:: ; ­�� i ,�, � . I I � '' ,I , � � I �!� � I � I I , ,:I i ,i� 4- d I ELEVATION-(10.93) N.G.V.D. 1929 N.T.S. DENOTES Nor To SCALE I ,1� l�l­ 17 - 14-1 %% INC. I �I ��1:1 � 1, 11 , I I i ; I :1 � I 'i I i I I I : 0 % BENCHMARK 16 SET Pi NAIL& DISK, DURDEN TPAV.Pr. 1825-B 3RD STREET NORTH �� It � I � I I ��l .. � ,�I ' 'i i: I 1 ! . 1 , � 0 .. I :�I il I , I -X- DEN07ES 10' CHAIN LINK FENCE EXCEPT AS N070 � I :� ,: : ''l i � I 1!!� 1 � � �1 1 �iij I- , . j I � , I� ll a&ATION-(10-92) N.O.Y.O. 1929 0 : I I , I 11 � i :1 I I, , I " '*` � I f �! i!l ,,� I I I I �, 11 . ill' ! iil; � 01 CE EXCEPT AS NOTED 225 I ,: � ! � I I I I I 2 , I I � . I � I -//- DENOTES 6' WOOD FEN H, FLORIDA 3 0 1 I � I I I , �, �� ! : I i , �! I : i[� BENCHMARK 17 SET 600 NAIL & DISK IN NORTHWEST � I �1, 1,­�;,�I I ,i 1 1 I � i 1� . � le -&,V I I i '[I; . i �:1 � ,�:1, , ki , ­ I i � li I I I I � I 1 :[ . I i!�;��i I I i ! [�i I I I FACE OF 15'OAK TREE FENCE EXCEPT AS NOTED (904) 853-6822 FAX 853-6825 : i I -1 � � I f� -V- DENOTES 6' WNYL FLORIDA REGISTERED SURVEYOR NO. 4707 i i � I I � ,� :�; � ,I � 1 :� i I I I to H. BRUCE DURDEN JR. I I : , if I ! , I . I I ;i'l,�,i i i [I I , I �.:i ELLYATION-I'Itill Nl 1929 1 ;i I ,i li � I 1 1 ill i I I " I 1 I ill . :i � ii I 1 1�[, 0 BENCHMARK IS FOUND X-CUT ON NORTHWEST CORNER OF -oHE- DENOTES OVERHEAD ELECTRIC LINE I I � , ,I . I I � I I! i 11 li , � I i il SIGNED � 4'' lt,�, : if;�I�i.�j 1 4 1 , 't� i� ��% I I i, 1! I , ,�I � 1 - . I � I I I 1 1,i I i,I i . I -ss- DENOTES SANITARY SEWER LINE � ' LICENSED BUSINESS NO. 6696 I I � � I ­ I , t �, i I �i THE MAIL BOX KIOSK CONCRETE BAS& MARCH 16, 2013 1 :, I , i ,,� , ',i, 'I , If( I I � I I ,, � 11� - " I I",t�,I ,1111 1)"'I"t , L'', I I 111, jl � L '�i ' � dy"i"i 11,�� ,,--BENCHMARK ' ELEVATION-I'lZ78) N.G.VD. 1929 -Tll DENOTES APPROXIMATE TOP OF BANK � I i I, , I ill I I I I l, I r I it 11'' I i if f�� I lip � I i I 1� It�:� il � I I 'll 1!'Iti I ill I I IV, FOUND `HWEST CORNER SCALE: 1" = 30' I if I 1 , , X-CUT ON TOW -TUS- DENOTES APPROXIMATE TOE OF SLOPE i I, 1,� �tilrl ! �1 , : il ,I I j'I lilo,,�l, I , ! I OF THE MAIL Box Kil CONCRETE a4SE BENCHMARK Ill SET 60D PENNY NAIL & DISK IN I i ��ii i �-,J'�, ,i � ! " I I � �I ,Ill� l�l ��III � I k , i ll�d I , � SOUTH FACE OF 18'PINE TREE I CAD FILE NO. FLEETLANDIN -TOP02.pWG 2000 FILE NUMB � � Ij� IL: I I , I �ii, I � I! f�I I 5, I, :: � I THERE MAY BE ADDITIONAL RESTRIC77ONS THAT ARE NOT SHOWN ON G ER D-1 230A , . � I ill. 11 � � ,I��h,�!�;,1( i,I I 1 1 [L , , �ljij � , �, � , :i�': � I 11 I il'i 1, .!,I.", 1, I , ­:, " I . 11 ii�� , ' '�!�,,�� � I "I I - I I Ij � ��' � �! �1 ;� I, I ELEVATION-li N.G.V.D. 1929 ELEVATM-(IZ47) i 1929 THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF 13084 1 f, �,; I� '["I ' 'j, . DUVAL COUNTi FLORIDA. I 'L I 1� I i� , L ,i:�,� ,���, , I i I 1: I i I 7 - I , I I I ! i I i i I le � ; � I I I I�i I - I I "- k ` p I ( , (i .) i, _ ,�', ii! e .� . . I i I I � I� - I F� i� [ I , I ) :1 >1 I li� i i: � i r ,__� _ �'o 1, :i �_A_ , � � �� � , I � � ) 2 I i 1� i , li` i I 1I� �, I, iI � i f�:, I . I I )i"', 1,1��.,� i�� �� ,�,� -1 I �!l T'l,,,��I�t�l, ,l-, , I ,'� l" �l , I , I I", "I, , ., "') , I 1, 11 ­­ I, I �,( �0i, , l�' , "II , I,,I't ,,j� ,) � , I , q , I I �I �. ,1� '' i � ,'' I fj� 'JL;,�t ' fl, I , I 1: � '!1 SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. I )­ ll� i, If ,! 1 li,I 1 i� 1 �l - t I .1 I I � �1- 1i j I I � 1�1 I � ,. i f I I I, 11 i!,�'j " �1`111� �ll, !I,,' 1-11Z ­i�I I I 11 I lI�,�f ,,� I . , il� ill, ,�I � : , I J ljj� �j':,:,,I 'I � 1,t L 11 il I �i 11 11 I ,ill � , I'!, 'A ,I I I - I : I I I iiii , �� I� I I I ; I jjj 'L I ' It,, , �!: i� I TI, 11 -1 1 i I , � ji ; I jl!l� I'll 4,tO i ,� i ,,, I 11 i 1,i�i I 1,, � il - I .11 f i , � 4''1,1,.f�� I 1 f 1� � I , j , ,� �, I I I i , I I j�lil 1� 1, 11.1�i � i , , � ii, , � '� , I, I� 1 1! iij� ii, �, , �],1, i�i, ,�`, I i � I I ,)jj1,[ hi" 'I'll' ' �L,� I, I � ` ,III,, ,,I i'l,lll, ,�,!! i` ��i�1)111 �. i�, i,� ''! 11 , 'i It �hl­ j� I � 1, "i 1 � 11 I I I I I I � "I'lli" 1� , I 1, tlr,,�ll I i t "I I Ij,I[ 1)'! - ,,� ,:l' 1� t � , i l'. "I..",'' , "I 1 .1 ­1� , "J�I L �, �. I ­, , - I � " I ,,,I -,� " I ,!. Lliii�ll���L�l,i',,�,"-' '�,�'ll'.111.1�,-�- -­­� ,�� ­_,',�,� j- - �)i­ ,.� - ­-1 - I - t� !il, '' ,i�, " : ,�,L "L,`�� : 1 I I I 1� - I 11 1, 11 I' ' -� I ­ J, . � , - I I - Il I :�, , fiii��,�, !I i�, � : "i : hl�fl�l� ��,`I� ��,i� I � i� �1 ,� :z i% : 1� I � ,,, �� -1­111�1 11 ­,'i `�:� �Z, ­ -, ­ . �: , ', 'L L I � � 11 � :� I L , l - ,�, , I.,1 I � �, I I I ! "11 � I I �% - �]�'! , I 4 I � - I I I I I, 1�,:�I � 1 , � � 1' � , ij ;I 14 ,I j I�: ­�L,:i, '' � -�, , � I q , I i I l� t � ' ' , . - I� I 1�1 - i� I I I � �� ' �� "I , - ,� -,',,i, I , ,­- � ­ I i �ti i�-li� :� id � A I I I :, 1 , , , I I -, � �� " - , , �'I�� ­ � . ­� ; �� ,, [,� ,� � I 11 .1 �­ I - � I ill � �!1�`1;, i I ' I' 11 -�` -�j - ­ -- ---- ----- ­ -,:... � L- - I 11 - I �, ���­­,,­ i�d,, . I �,", � 01 �I , I I i i,I ill I��' ,� �]:� ���� I'i, ­-� - ------------ -- --- - �,�,��f"', 'L - � I I ! tWATER NOTES: IGENE. _RAL NOTES �Jhe contractor shall stake the storm sewer system and the sanitary sewer system and shall 1 Topographig boundary survey, including property lines, legal description, existing utilities, site -riotify the Engineer of any conflicts prior to installation of any pipe. 1. The contractor shall obtain all permits to complete the construction DEWATERING NOTES: topography with spot elevations, outstanding physical features and existing structure locations 2. Contifoctor shall coordinate the construction of water facilities with all other construction. 'fhe existing utility facilities and locations shown on the drawings are taken from readily 7. tThe contractor shall prepare and submit to SJRWMD/FDEP a detailed dewatering plan that shall 3. Contractor shall furnish shop drawings to the Engineer for approval prior to ordering materials civailable information. The actual locations of the utility facilities may vary somewhat from the was providod by a surveyor. include excavation techniques, discharge point, turbidity and erosion control measures, stockpile 2. Goodson Nevin and Associates Consulting Engineers, and its associates will not be held and beginning construction. locations shown and there may be utility facilities existing that are not shown or indicated on location for excavated material and any temporary ponds. respons the drawings. The site utility contractor shall contact all agencies with utility facilities in the t Utility Authority and City County ible for the accuracy of survey or for design errors or omissions resulting from survey 4. All workmanship and materials shall conform to lates inaccuracies. vicinity of the work and shall locate all underground facilities before beginning work. The 2. A standard consumptive use permit (CUP) will be required for any dewatering activities over 694 Standards and Specifications and applicable AWWA Standards. contractor shall protect all utility facilities and repair any damages resulting from their work 3. All phases of site work for this project shall meet or exceed the City County site work GPM. the contractor shall call the SJRWMD consumptive use permit staff at 904-448-7926 for a readily 5. The existing utility facilities and locations shown on the drawings are taken from in conformance with the contract documents and specifications and relocate if required at no permit determination prior to commencement of any dewatering activities. "from the specifications. available information, The actual locations of the utility facilities may vary somewhat' cost to the owner. Goodson Nevin 4. The general contractor will be held solely responsible for and shall take all precautions locations shown and there may be utility facilities existing that are not shown or indicated on 8. All underground utilities shall be installed prior to preparation of subgrade for pavement. 3. Prior to any discharge of ground water (Dewatering) from construction activities associated with necessary to avoid property damage to adjacent properties during the construction phases of the drawings. The site utility contractor shall contact all agencies with u this proj and Assocites tility facilities in the ect to waters of the state (including but not limited to, wetlands, swales and municipal 9. this project. It is recommended that the contractor phot o/video the existing conditions prior vicinity of the work and shall locate all underground facilities before beginning work. The Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 'feet below nt of construction. contractor shall protect all utility facilities and repair any damages resulting from their work. in subgrade and 2.5 feet beyond back of curb at the contractor's expense. Backfill with suitable storm sewers), the contractor shall test the effluent (water to be discharged) in accordance with rule Consulting Engineers to commencerne e 62-621.300(2), F.A.C. If the test results on the effluent are below the screening values of rul conformance with the contract documents and specifications and relocate if required at no material per the geotechnical report. -621.300(2), F.A.C., The contractor shall submit a summary of the proposed construction activity E.B. # 26306 5. The contractor shall provide and coordinate any and all pedestrian and vehicular maintenance cost to the owner. 62 nd City 10. Any unsuitable material encountered and excess suitable fill material shall be removed from of traffic as needed for construction with the FDOT a and the test results to the department of environmental protection district office, within one (1) 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be tthe site. The contractor shall be responsible for the removal of all unsuitable material and week after discharge begins. The contractor shall continue to sample the effluent as required 6. Warranty Disclaimer The designs represented in these plans are in accordance with KWAY, SUITE 403 tIreplacement with structural fill. See geotechnical report. established practices of civil engineering for the design functions. Neither the Engineer nor its 60". throughout the project and comply with all conditions of rule 62-621.300(2), F.A.C. If the ground JACKSONVILLE, FLORIDA 32256 -621.300(2), F.A.C., The contractor shall comply with personnel can or do warrant these designs or plans as constructed except in the specific water exceeds the screening values of rule 62 7. Water lines are designed to finished grade and shall be protected until finish work is complete. 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as required cases where the Engineer inspects and controls the physical construction on a contemporary by the project specifications. other applicable rules and regulations prior to discharge of the effluent (ground water) to surface (904)519-7770, Fax(904)519-7776 waters of the state.basis at the site. i Stormwater Collection System design is based on the 5-year return frequency storm (Rational 8. All water mains 4" and larger shall be AWWA C900, DR25 PVC. Water mains 2 or 3 n size 12. 7. For boundary, roadway and building geometry information see engineering site plan. It is the shall be HDPE. Water mains 2" in size shall be Sch. 40 CPVC pipe with solvent joints. Method). Stormwater detention pond has been designed to attenuate peak flows from the Contractor's responsibility to verify that the building dimensions shown on the engineering plan vices 2" and smaller shall be polyethylene, non joint pipe. All water pipes shallbe 25-year return frequency storm. (SCS Method). agrees with the dimensions shown on the architectural plan. If any dimensions do not agree, NSF-PW approved and comply with Utility Authority standards. 13. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class 111, Wall B. the architect, engineer and owner shall be notified and the dimensions adjusted prior to TION NOTES : with construction. 9. Restrained joints are required where water mains are terminated and at all bends, in commencing ructure or mitered end accordance with the Utility Authority standard details and specifications� 14. All pipe lengths are approximate and measured to the center of st Actual lengths may vary. 8. All construction within City County right-of-way shall be coordinated with the City County. section. 1. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY CONSTRUCTION. I! The contractor shall notify all utility companies prior to construction for verification and 10. All gate valves shall be non-rising stem type and shall be suitable for 250 psi non'-shock location of all utilities. 15. Do not scale these drawings, Use dimensions only. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S working pressure, Gate valves shall be mechanical joint, iron body, resilient seat, by a Utility EXPENSE BY A REGISTERED LAND SURVEYOR. Authority approved manufacturer. Valve boxes with screw extensions shall be provided for each A qualified soils laboratory shall be on site during excavating to determine the suitability of 9. Contractor shall furnish shop drawings to Engineer indicating materials and manner of 16, minimum wall thickness and -grade and existing on-site material prior to beginning any filling operation.s and construction. installation for all components of the project prior to purchase of material 2. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE ENGINEER OF ANY UNACCEPTABLE buried gate valve. Boxes shall be of cast iron construction, 3/8 the existing sub shall be non-tacky tar enamel coated. The word water" shall be cost in cover. All gate AREAS. RT) to valves installed shall open by turning to the left (counterclockwise) when viewed from the stem. 10. These engin ering drawings may not show all of the City County standard detai s required Grading contractor shall take all available precautions to control dust. Contractor shall 1 17. ntractor's responsibility that the complete construction of this project. It is the co control dust by sprinkling, or by other methods cis directed by Engineer and/or owner's 3. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE PURPOSES construction, outside City County right of way be in accordance with all current City 11. Class B, Type I bedding shall be used for this project unless indicated otherwise on the representative at no additional cost to the owner. R SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR EXACT drawings or directed by th e Engineer. tUILDING DIMENSIONS. County Standard Details and Specifications. Contractor to coordinate all work with other utility installations not covered in these plans 18. All contractors shall furnish certified as-builts" see As-Built Requirements on this sheet. 12. Unsuitable materials under water pipe shall be removed to a depth of 18" below bottom of (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction to be 4. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS 12. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be performed. 2 percent of the modified proctor optimum moisture pipe and replaced with selected backfill properly compacted in 6" lifts. The material should OTHERWISE NOTED. exhibit moisture contents within +/ followed. The Contractor shall be solely responsible for any injuries of his employees, and any 19. Cut and fill slopes are not to exceed 4H:1V unless otherwise noted. content (ASTM D1557) during the compaction operations. Compaction should continue until 5. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, All costs associated damage to private property or persons during the course of this project. -kind any damage that occurs as result of his work. HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL with complying with OSHA regulations and the Florida Trench Safety Act must be included in densities of at least 95 percent of the modified proctor maximum dry density (ASTM D 1557) 20, Contractor shall repair or replace in ;lip the Contractors bid. have been achieved. CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. NANCY HOUSE 21. All soils test reports to be submitted to Pro ect Manager. y 13. All improvements shown are to be warranted b y compacted in 6" lifts. the Contractor to the Developer for a period 13. Backfilling shall be made with clean backfill which shall be thoroughl FACILITY For all trench excavations which exceed five feet (utilities and storm), the following must be 6. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO CONSTRUCTION OR DEMOLITION 22. be a minimum of 95% of max. densit at 2.0% of the modified proctor of one year from date of acceptance by the Owner. If the work is in the City / County y SHALL BE RESTORED TO THE PREVIOUS CONDITION OR BETTER, AND TO THE SATISFACTION OF THE adhered to: Right-Of-Way or easement, the tContractor's one year warranty shall extend to the City CITY OR STATE AUTHORITY. a. Contractor must follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now FOR County. -96. 14. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, a part of Laws of Florida Chapter 90 14. The Contractor shall be responsible for obtaining all necessary permits and insurance required the maximum deflection of any joint shall not exceed 50% of the maximum recommended by b. The Contractor shall provide written assurance of compliance with this law. t7. THE CONTRACTOR SHALL PROVIDE S&S AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING tUTILITIES) TO THE OWNER AND ENGINEER AT THE END OF CONSTRUCTION. City / County Right-Of-Way permits for work in the for the project, incl. City County the pipe manufacturer. c. A separate price item shall be included in their base bid identifying the cost of -of-way or easement. compliance righ t FLEET LANDING 15. No connection to existing potable water system will be allowed until all proposed water lines d. A trench safety system shall be designed by the Contractor. 8. ALL RADII ARE 3' UNLESS NOTED OTHERWISE. 15. The Contractor shall coordinate the work within City County Right-Of-Way with the proper have been flushed, pressure tested, disinfected, and cleared for service by the Florida agencies for maintenance of traffic and method of construction and repair. Deportment of Environmental Protection. 23. The Contractor shall coordinate connection with site piping and building piping. 9. ALL PARKING STRIPES SHALL BE 4" PAINTED WHITE. nts, City County water and sewer 24. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards e 16. These plans do not stand by themselv s. Bid docume 16. Contractor shall notify utility company a minimum of two days prior to connection of water 10. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY FOR ALL SUPPLY ISSUES. standards details & materials, City / County standard specifications & details and any other mains to existing lines. All new work must be inspected by the Engineer. No tests shall be and shall be filled with clean structural fill compacted and tested in accordance with the MAYPORT R D . st be reviewed and geotechnical report. standards, listed or references, are included in the project documents. scheduled for weekends. Any change from the technical requirements mu approved by the Engineer and Owner. r shall notify the City County at a minimum of 24 hours prior to starting 25. All debris resulUng from all activities shall be disposed of off-site by the Contractor. ATLANTIC BEACH , FL 17, The contracto SANITARY SEWER NOTES : formed in accordance construction. 17. Hydrostatic and leakage testing of the water mains installed shall be per 26. All existing trees to remain shall be protected and preserved. i Iwith AWWA standard specifications C600, Section A. A representative of the utility company 1. The contractor shall obtain all permits to complete the construction. 18. The contractor shall obtain a Right of Way Permit from the Public Works Dept.. for curbing, or the Engineer must be present during the tests. Pressure tests shall be conducted at 150 driveway aprons, and any utility work. The contractor must have a surety bond on file g of trees, brush and other material is prohibited. 2. Contractor shall coordinate sidewalk psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure test after 27. Burnin the construction of sewer facilities with all other construction. nd Right of Way permit can in the Public Works Dept.. before the water and sewer top tickets a lime rock is installed. The Contractor' shall submit shop drawings to the Engineer and the city, if required, on all be obtained 28, -istruc and beginning co tion. 18. The contractor shall coordinate all water main flushing with the Utility Authority. Flushing and eview and approval, prior to purchase or fabrication of any utility pipe or materials, for r' 19. The contractor shall correct all impacts from construction (including drainage) to the disinfection procedures shall comply with AWWA C-651 for main disinfection. structure. n of the 4. All gravity sewer construction shall conform to the latest Utility and City standards and ements) to the satisfactio neighboring properties (including public right of ways and eas specifications. 19. Upon completion of water main flushing, bacteriological samples shall be taken. Samples shall City County, prior to issuance of certificate of occupancy. 29. All pipe lengths are scaled dimensions. All drainage structures shall be constructed to be taken for 2 consecutive- days. conform to City requirements and shall be constructed to conform to curbing, property lines 5. The existing utility facilities and locations shown on the drawings are taken from readily operty, which occur 20, Sample points for bacteriological sampling shall be located as follows: and low points as shown on plans. available information. The actual lo'co-tions of the utility facilities may vary somewhat from the 20. The contractor shall repair any broken sidewalks, curbs etc., adjacent to pr Iduring con struction. The r 1. Every 1000 feet and/or every dead end on a water main. locations shown and there may be utility facilities existing that are not shown or indicated on epairs must be made before issuance of certificate of occupancy. shall contact all agencies with utility facilities in the 30. Contractor shall ensure that all drainage structures, pipes, etc. are clean and functioning -in to existing water system. the drawings. The site utility contracto, 2. Point of tie 1)COAB; 2)COJ; 3)FDOT; 4)COAB Utility; 5) JEA properly at Umle of acceptance. 21. Applied order of standards 3. Water main stubs more than 40 feet in length. vicinity of the work and shall locate all underground facilities before beginning work, The contractor shall protect all utility facilities and repair any damages resulting from their work traffic during all phases The contractor is resp 31. All "drairio.ge pipe -of-ways are to be onsible for maintaining pedestrian and vehicular 21. Fire hydrants shall meet Utility Authorities standards. joints in City drainage easements and drainage right 22, m in conformance with the contract docu ients and specifications and relocate if required at no onstruction. filter�'-wrap_p.ed. of c a cost to the owner. '�Ira tructures to be precast or brick with layer of mortar between each 23. There shall be no open trenches at days end. 22. site.utility contractor shall make application to utility company for the project w ter meter and shall pay for all meter fees. 32. All inverts in inage s ain. a clean�� layer of brick, ir reddi-mix concrete with #57 stone. 6. The contractor shall stake the sanitary sewer s stem and the storm sewer system and shall DATE DECEM13E ty R 18, 2013 te 17 (Grading and Drainage Notes), maint 24. The contractor shall control dust per no 0 w tective clothing h,'a 'shall restore all culverts, headwalls and storm drain inlets removed or disturbed work zone, practice proper safety procedures, wear full pro 'rizontal distance of at least three feet between the outside of the t a I i m including 23. All new or reloc'fdd ' ater mains: notify the Engineer of any conflicts"prior 'to installation of any pipe. f ity, and be 0. Shall provide a 33. The Contractor PROJECT NO. 112,52.2 OV010 ALL pro (in asses' but not limited to hard hats, steel toed shoes and safety gI rrLqn c e w 110, 4 f: I , �l 7. Manholes shall be in confor ith Utility Standards. IlIwater main and the ouit'side of any existing or proposed vacuum-type sanitary sewer, storm by the construction operation. The cost of these items shall be included in the price bid for courteous to residents (it all times. a horizontal distance of sewer, stormwater force main, or pipeline conveying reclaimed water; furnishing and installing any new item causing such damage. ED GOODSON 8. Gravity sewer mains shaW'a' 8 inch PVC. Minimum slope shall be 0.4%. DESIGNED BY six feet between the outside of the water main and the outside of any existing or proposed A minimum of oneerow of sod shall be installed along all edges of pavement. See landscape -type sanitary sewer (or a horizontal distance of at least three feet between the outside 34. AS - BUILT REQUIREMENTS ravity 9. Type B bedding shall be used for this project unless indicated otherwise on the drawings. 9 CHECKED BY JOHN NEVIN, PE plans for landscape detail. All disturbed areas which are not sodded shall receive grass seed, -type sanitary sewer if of the water main and the outside of any existing or proposed gravity which are applicable to the project (typ) Do only those 10. Backfilling.sh'all be made with clean backfill which shall be thoroughly compacted in 6" lifts. rtilizer, and mulch. See landsca e plans for other requirements. fe p N.T.S. the bottom of the water main will be laid at least six inches above the top of the sewer) a SCALE 1. Contractor shall provide complete as-built information to the project Engineer in accordance horizontal distance of at least six feet between the outside of the water main and the outside ac be a minimum of 95% max density at 2% of the modified proctor �o p ir6um moisture content. -type sanitary sewer, wastewater force main, or pipeline with the following requirements: of any existing or proposed pressure Should the surface or subsurface conditions differ from what is shown on these plans, the 35. and a No. Date Revision 2 ed in AutoCAD format by a registered land surveyor. One set As-built drawings shall be prepar conveying reclaimed water not regulated under Part Ill of Chapter 62-610, F.A.C.; contractor should immediately contact the engineer. 11. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of project shall be submitted to the of any horizontal distance of at least ten feet between the outside of the water main and all parts of of signed mylars and a set of computer disks of the to the Engineer 36. The Contractor must coordinate with owners geotechnical engineer regarding instalicition pipe and replaced with selected backfill properly compacted in 6" lifts. The material should 1 I! Engineer for review and approval. Signed and sealed prints shall be provided any existing or proposed "on-site sewage treatment and disposal system". underdrain. exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture 2 as requested. content (ASTM D1557) during the compaction operations. Compaction should continue until any existing or proposed gravity or vacuum-type sanitary sewer or storm 37. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner 3 3. As-built drawings shall be in accordance with all authorities having jurisdiction. Contractor shall b. That will cross densities of at least 95 percent of themodified proctor maximum dry density (ASTM D1557) lining Type S with bell and spigot, silt-tight, rubber-gasketed joints. 4 -built submittals and approvals with jurisdictional agencies unless otherwise sewer will be laid so the outside of the water main is at least six inches above the other coordinate as have been achieved. pipeline or at least twelve inches below the other pipeline and water mains that will directed by the Project Engineer. cross any existing or proposed pressure-type scnitary sewer, wastewater or stormwater 12. Contractor shall notif the utility company a minimum of two days prior to connection of force 5 y 4. Provide building locations, finish floor elevations, pavement grades and all underground facilities. force main, or pipeline conveying reclaim water shall be laid so the outside of the water main to the existing line. All new work must be inspected by the Engineer or other authorized inspector. No tests shall be scheduled for weekends. Any change from the technical main shall be at least twelve inches above or below the other pipeline. nk and at bottom of pond/stormwater storage 5. Provide perimeter dimensions at top of ba CITY NOTES : requirements must be reviewed and approved by the Engineer and Owner. C. At the utility crossings described in 23(a) and 23(b) above, one full length of water main tsystem. as for as possible from th 'S/APPLICABLE AGENCIES STANDARDS, THE ENGINEER/PERMITTEE SHALL IMMEDIATELY CONFER pipe shall be centered above or below the other pipeline so the water main joints will be 1. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE 13, All sewer construction shall be accomplished by an underground utility contractor licensed under e other pipeline or the pipes shall be arranged so that all nk and bottom crry Chapter 489 F.S. Provide elevations at top of ba of pond. water main joints are at least three feet from all joints in vacuum-type sanitary sewers, Provide special detail drawings where installations were not as shown on contract drawings due lated under wrrH THE CITY'S/OWNER'S ENGINEER IN ORDER TO RESOLVE THE DISCREPANCY. IN NO CASE WILL 6. 7. storm sewers, stormwater force mains, or pipes conveying reclaimed water regu 14. All pipe lengths are horizontal distances and (ire approximate. ANYTHING LESS THAN THE CITY'S MINIMUM STANDARD BE ALLOWED. to field conditions or where required for clarity. or Part Ill of Chapter 62-610, F.A.C., and at least six feet from all joints in gravty 15. All sanitary sewer laterals shall terminate approximately 5 feet outside the R-O-W Line unless ty itpressure-type sanitary sewers, wastewater force mains, or pipelines conve ing reclaimed otherwise noted. The end -of these service lines shall be tightly plugged or capped and marked ot Location of all structures shall be from two water n regulated under Part Ill of Chapter 62-610, F.A.C. -FREE, NON-SOLVENT BASED 8. Provide location, elevation and description of benchmark(s) 2, ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD until such time as connection is made inside the building. 9. Locate and provide elevations of all structures. THERMOPLASTIC. m 24. The contractor is responsible for providing water for construction use during entire course of 16. The Contractor shall perfor a television. inspection of the sewer system. Two full reports, (2) directions. project. -BLAST' METHOD. IF including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, 3. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE 'HYDRO location of services, type of joint, distance between manholes and any irregularities in the evation, invert elevations, length and type. 10. Locate all pipes and provide size, el 25. Pressure pipe and fittings requiring restraint shall be braced with restrained joints per Utility THIS PROCESS' DAMAGES/SCARS PAVEMENT, THEN THE PAVEMENT SHALL BE MILLED AND THIS DRAWING NOT RELEASED FOR S, pipeline. The television inspection shall include a deflection test with a 5% mandrel. The sewer Authorities Standards and AWWA standard C509. e(s). lines shall be lamped as part of the final inspection. 11. Provide dimensions and elevations of the pond outfall structur 26. The Contractor shall coordinate all connections with site piping and building piping. ABOVE. 4. ALL CURB AN'D GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED WILL BE FROM JOINT TO 17, The Contractor shall coordinate the location, size and invert elev(itions of sanitary sewer -builts shall indicate the location of bacteriological sample points. Sample points shal 12. Water as 27. All water and sewer construction within City/ County shall be accomplished by an underground JOINT. services with the approved plumbing plans for the building. be indicated in red or pink. utility contractor licensed under the provisions of Chapter 489 Florida Statutes. Contractor shall provide, to the Engineer, a schedule of invert elevations of all sanitary 18. 5. ALL DISTURBED AREA WITHIN THE CITY RIGHT-OF-WAY WILL BE RESTORED TO ORIGINAL OR BETTER 3. f�W &Erq�HRV &IhqjAjofl� fhdqJjaibip6 %\ter iqrt%s�lf he Contractor's 114. 28. If dewatering capacity requires a consumptive use permit it shall be t manholes prior to the placement of the limerock base course. This schedule is to be provided 9fiirq�n@rqph Ya§uhWc&aiqpiq���itqeUlqnv@bq@gI AWi@QV esponsibility to obtain the permit through the St. Johns River mpir Water Management District. CONDITION BY GRADING AND SODDING THE AREA DISTURBED (CENTIPEDE IN UTILITY STRIPS). r by the registered land surveyor submitting the "as-built" drawings for this project. rT 0�t d l`l'7bRr4A)sfl RW14)rhjF less /CRACKED DRIVEWAYS MUST BE FULLY REMOVED AND REPLACED. -26 for depths 19. All sewer mains shall be PVC (ASTM-3034) SDR-35 for depths to 12 feet, SDR GENERAL NOTES feel. 29. If solvent contamination is found in the pipe trench, work shall be stopped and the proper 6. ALL BROKEN authorities notified. With approval of the permitting agency, ductile iron pipe, fittings, and it12 feet or deeper, or in easements unless otherwise noted. solvent resistant gasket material such as fluorocarbon shall be used in the contaminated area. 7. B te uc i e iron pip to help prevent conflicts in this design'-& master design. Impermeable mat and covered with contaminated soil that is excavated shall be placed on an i 8. ALL LANES MUST BE OP URING AN EVACUATION NOTICE OF A HURRICANE OR eld a waterproof covering. The proper authorities will be notified and the contaminated soil h OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION for proper disposal. OR EVENT. 9. ALL DIRECTIONAL ARROWS SHALL BE PLACED AS ONE SEGMENT. _T%IF HOURS BEFORE YOU DIG GRADING AND DRAINAGE NOTES: % 10. ALIGNMENT OF PROPOSED PAVEMENT MARKINGS SHALL MATCH EXISTING PAVEMENT MARKINGS AT CALL SUNSHINE 1. Contractor shall verify existing elevations at connection points prior to construction and notify PAVEMENT MARKING LIMITS OF CONSTRUCTION. Engineer of any discrepancies. -OF-WAY PERMIT FOR ALL WORK WITHIN THE See geotechnical report for site preparation requirements. 11. THE CONTRACTOR SHALL OBTAIN A CITY RIGHT 1-800-432-4770 2. -OF- WAYS. RIGHT drainage construction with all other MS THE L A W IN FL MIN 3. The contractor shall coordinate the grading and construction. 12. NO LANE CLOSURES WILL BE ALLOWED FROM 6AM TO 9AM AND FROM 3:3OPM TO 6:30PM, NO <) EXCEPTIONS. 4. Contractor shall furnish shop drawings to the Engineer for approval prior to beginning N,,jNE construction. 5. All construction and materials shall conform with all City County standards. No. 5466ki'l DATE: GNA t A, < A� P\, PE ql KEYNOTES '41 X --v AM, k, IV 9 2 REMOVE TREES AND ROOT SYSTEM (SEE L.S. PLANS) --j i1i"'T '\7W GbAFE M48) 'j (fzl I Hf, INV. WIP, p 7 REMOVE EXISTING BUILDING AND FOUNDATION ---------- �y- It IR, Clit 4101 5 AIN, �l[ A�� 36"-SANJORY MH I IN (5-ve" 7" 11c j" DRY j,"I jlf.li ........ I,' �s I)\ � (ijrmm OPEN) FASEMEN I a ('Hill OVEI?Gpo�wv) -�.V� 6378, PA r lit I C;­�L V" (0.1 _9l ORDS VOLUME -/81 '1 , PAGE '1979 (O�R.V. REMOVE FENCE, POST AND FOUNDATION 3 657) REMOVE AC PAD & SYSTEM j, I,q I I I , , ", : �11 :'�: r 1 1 1 � - 1i -, - " - �1 'E 29 EASr ��"��:,:I �i , i 111�,��_ -,",��i I I - - .­­ .... 1 'o TYPICA CE L) 1OWNSHIP 2 SOUTH, RANG Goodson Nevin wa)I S_ .......... ...... X REMOVE EXISTING CONCRETE 4 --- ---- ----------- -­-------------- x1W.I 'r ntiv Till, RANGE 29 EAST ........ J, OUI ........... -Ij SL NSHIP _2 S CAVORF. ....... . OFFIC'�!AL REC',C)RDS VOLUME 6688, FiA(,---,E 6 Consulting Engineers S r) y I 'I X 16k�s' and Associates 0 PINE REMOVE EXISTING OVERHANG 10'IINE 77 Ix REA E.B. # 26306 REMOVE EXISTING SHREDDED SHINGLE A J ,� 4, 4 'Ll ',4 0 REMOVE ALL loo�N. REMOVE EXISTING PAVEMENT 10175 FORTUNE PARKWAY, SUITE 403 PAVEMENT if, z Y 1 JACKSONVILLE, FLORIDA 32256 J UNDER -*-W REMOVE EXISTING SANITARY SEWER LINE CLEANOUTS (904)519-7770, Fax(904)519-7776 ...... ....... E 5" EXISTING M7. F r E, (I J.Qq) OVERHANG A /5 REMOVE EXISTING SIGN AND FOUNDATION A .............. ..................... I it) i I ................ ......... Z, REMOVE LIGHTS, FLAGPOLES, OTHER MISC. ITEMS ....... (TYPICAL THROUGHOUT PROJECT LIMIT) 5 ........... ................... .......\A. RB ...... �T 14 REMOVE STORM SEWER & MANHOLES & INLETS SCAM IN FEET tPMEN . ............. .............. ......... 0' 15 60 30 ............ 111.......... ........... 1 ANDING) UND R: (FL.E-_1 LEAVE IN PLACE STORM SEWER & MANHOLES INLETS LI TIE S IN CL.0 tB �D ........ ..... r ........ 12' ........ ...... _'STA NUMBER I REAL t "NAVAL CONTINLJII`,�10 CAPE FOU�IDATION, LEAVE IN PLACE SANITARY SEWER & MANHOLES 6'9379--0200 ............. OFFICIAL RECORDE' VOLUME 66E'- Pt"'I" 675 .... ....... ...... ................ .... . ..... LEGEND CUTllI`�'& PLUG' , ..... ................. .............. ............. GENERAL SITE WORK 13 TES) 1 STORY SILT FENCE (SEE EROSION CONTROL NO .......... . .............. GA.RA G . ....... ......... r J5555 F:.', ................ O BE REMOVED (SEE L.A. PLANS TO COORDINATE) ---/PROJECT LIMITS ... ........ ,- i . . .... ........ ..... ..... .. ........... ...... .......... BENCHMIll #5 PAVEMENT TO BE REMOVED NANCY HOUSE 112" WON "Iff x ELEWOON--(70.93) FACILITY SILT FEN x DURDEN rf?AVPT. C� (TYPICAL) (ABAN ....... 1 1929 CONCRETE TO BE REMOVED 22 .. ....... ... ................. SILT FENCE (TYPICAL) FOR 3 BUILDING TO BE REMOVED SEI 1) PENNY Ill 7 DISK EN OF 18" i r----------- r e". -__T _\ K 13 FLEET LANDING ----------- 12'PALU -AF P (KANG -�00 EX!- ------ CONIC _AIL F I1 --N I Y3- OFFICIAL.- EC-01HDS V' _UM C) MAYPORT RD . ........... ........ T 22' ATLANTIC BEACH , FL ........... 0....... .... ......... . ........... I (),\K T, &.PLUG Vf1t; jiA;_ '2'V REMOVE HOSE BIBB ASSOCIATE LINES TORM_- SEWER' 5 CUT PLUG V 10*SA" STORM'I�IPE Ir IMN 12' A3 M -E (T �13 7' > ................ ....... ......... ......�!........... .. ... ........... ................ ..... ........... ....................... .. . ............. ................ 0A, 5 t ........... t 4- x 4, DATE DECEMBER 18, 2013 5 I....... .. . .. .Lr PROJECT NO. 11252-2 "'-BENCHM/All NAIL & OISK -�:: ��..............p DESIGNED BY ................ EL W,1_10N 10.92) ............ 1921) �5 Li 1 14 D. 4 CHECKED BY JOHN NEVIN, PE END UF V (I 1.�3) 14 00 V ol UNV (5 57) SCALE 1z No. Date Revision <) 20"rAK 2 f 14"CM 14 3 x 4 17' ......... 5 AK 6)y I)'OAK ...... .... ............. EROSION CONTROL NOTES: ............. ..................... IOLITION NOTES: ......... t1 ALL EXCAVATION SHALL BE DONE IN A MANNER TO MINIMIZE THE WATER TURBIDITY AND POLLUTION. DISCHARGE SHALL BE CONTROLLED AND </ QIK ALL WORK TO BE ACCOMPLISHED IN STRICT �pv ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY OR FILTERS OR SILTATION DIAPERS. THE CONTRACTOR SHALL BE RESPONSIBLE 'FOR THE PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION IN ACCORDANCE WITH CHAPTER 17-3, FLORIDA A MINISTRATIVE CODE. STATE. CONTRACTOR SHALL FOLLOW CITY, STATE AND FEDERAL LAWS FOR EROSION CONTROL. FLP OAK 2. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL 2. SILT FENCE SHALL REMAIN IN PLACE UNTIL THE CONTRACTOR IS COMPLETED AND A PERMANENT VEGETATIVE COVER IS ESTABLISHED, AT WHICH TIME EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW A F "A" THE CONTRACTOR SHALL REMOVE AND DISPOSE OF PROPERLY. PROJECT. IR 3 PAGE AL DEMOLITION NOTES: 3. THE CONTRACTOR SHALL SUBMIT NPDES NOTICE 48 HOURS PRIOR TO CONSTRL 126, ICTION. F ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH 10. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPES PAVEMENT, CURBS, SIDEWALKS THIS DRAWING NOT RELEASED FOR RiEQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF SITE LANDFILL. AS DISTURBED DURING DEMOLITION TO THEIR ORIGINAL CONDITION TO THE 4. ANY EROSION PROBLEMS ENCOUNTERED DURING OR AFTER CONSTRUCTION WHICH IS DUE TO LACK OF COMPACTION OR LACK OF ESTABLISHING A SATISFACTION. ESS SO NOTED PERMITS FOR HIS DEMOLITION AND DISPOSAL OF HIS CONTRACTOR, SHALL BE CORRECTED AND THE MATERIAL REPLACED IN A TIMELY MANNER AT THE 4. THE CONTRACTOR SHALL SECURE ALL ABOVE. DEMOLITION MATERIAL TO BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL POST BONDS AND NSE. ANY SUCH EROSION WHICH DETRIMENTALLY EFFECTS THE WETLANDS, OR PROTECTED UPLANDS, SHALL BE DEALT WITH ED ON THIS PLAN TO BE REMOVED 11. ALL BUILDINGS, FOUNDATION WALLS AND FOOTINGS INDICAT S AS REQUIRED. BUILDING DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR SE IN A TIMELY MANNER. PAY PERMIT FEE RMITS AND PAY ALL FEES AND PERFORM CLEARING FROM SITE. CONTRACTOR SHALL SECURE ANY PE PERMITS AND DISPOSAL OF BUILDING DEMOLITION DEBRIS. SHEET TITLE AND GRUBBING AND DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERATONS. 5. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND� SEDIMENT CONTROL DEVICES AFTER COMPLETION OF EEN STABILIZED. 5. THE DETAILED PLANS MAY NOT REFLECT ALL UTILITIES ON THE SITE OR SURROUNDING STREETS 12. ASBESTOS AND ANY OTHER HAZARDOUS MATER IAL DISCOVERED SHALL BE REMOVED BY THE EXISTENCE OF UTILITY SERVICES AND PROPERTIES. THE CONTRACTOR SHALL VERIFY LOCATIONS AND OR USING A LICENSED HAZARDOUS MATERIAL CONTRACTOR. 6. ADDITIONAL PROTECTION ON-SITE PROTECTION IN ADDITION TO THE ABOV U BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE DEMOLITION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CALL "SUNSHINE" AT 1-800 432-4770, 48 HOURS PRIOR TO CONSTRUCTION. PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. 13. SEE SURVEY FOR EXISTING SITE LEGEND. PLAN ETC. ARE CLEA NED OUT AND' WORKING PROPERLY AT TIME OF ACCEPTANCE. 6. THE CONTRACTOR TO REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN OR NOT 14. SEE LANDSCAPE PLAN S FOR ALL TREE PROTECTION REQUIREMENTS. 7. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, THE APPROPRIATE UTILITY COMPANY TO CUT AND CAP SERVICE PIPING AT THE PROPERTY LINE OR MAIN (AS REQUIRED). ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. 8. ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE FILTER BARRIERS, AND OR SILT FENCE UIRED, SHALL BE DRESSED 15. CONTRACTOR SHALL CONTACT JASON HOLDER OF FLEET LANDING AND ALL UTILITY COMPANIES 48 HOURS PRIOR TO START OF DEMOLITION. XIST.GRADE, PREPARED AND SEEDED. 7 FOR ALL ITEMS NOTED TO BE REMOVED REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, . BUT ALL UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO: 16. SEE GEOTECHNICAL REPORT FOR ANY ING REQIREMENTS. 9. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPES, ETC. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. H L.A. PLANS, WHICH OVERRIDE THIS SHEET. 17. COORDINATE TREE REMOVAL WIT ET THE 8. BACK FILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO ME 10. FOR ADDITIONAL INFORMATIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL-A GUIDE TO REQUIREMENTS FOR FILL OUTLINED IN THE GEOTECHNICAL REPORT. Lij ANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENT REGULATION (F.D.E.R.) CHAPTER 6. NERS DURING 9. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PRO 11. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, ETC. SHALL BE RESET BY A JOHN' LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. No. A 6 DATE: 12. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRES, RELATIVE TO COMPLIANCE OF SJRWMD FOR IaN EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. f . I : �i�� ,. I if� '' I �, , i . � � I � . ­ I I .1 I ! t�; �� I ��, �I �il r i, , �i�) �� I I i,�, I �_, � I �_, . I I, �, � � , , � � I � , i � . 1, � I , l 'I ' '1 � , I, � I 1! , �� I I I , ; I I !I , �, 1, �,I " � � � , 1 1 i, - , I � I I i 1 ,,�i �,, � , � � 1!, 1 I I I I i ,_ I, I I , I : ! I I 1 , I ; I I � I i . I 1: ! �� � !, I I : I I I t I � I li ,_ v� I, �� � � � , I i : I - -_____-_ I­ I �,l � I 1 1 'I if� w 14 l. �3 il�i�11 dij�!�i�ii 1�'! �i:�p4i z ki�1 cvl 1W�1,t i, w hwMIMPOW im 1 "w---1 v A.� 1 -w - I "". 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I- ­,,,,tli­,t `­ �� , I � L I .1 �)` � � �: _-, ,fflll'�P`l � I ,�, -1\ ----� � I I ,i','- I 11 V _�__ - . ,,, I-W� .1"I i 1�1 ` `,_ - � I -I - , - , I I 'k : A i *1 e -, , 1�1 \1 _ .1_I 'L `!, __-1____- , _______________ ___ 4*1 �1\ I - �" I 'k ' 'l! , � � 111� _�� , ,� t�3 :i l � i ij :1 " ­-------­�__ -,-p�� . �! 0 11 I I I PIL I I �I, l��,I [ I � � L I I k _,� __----w-- . I I �� I I Ii ;,i,tv. ��.,,.5 g Y, . -�) 0 ��� , I , . 11 ,S��' I I I I I I I � ___��_.-'_'"6�­�L !� �' . 'll �-", -, � �* - I -_i__,�:" ,33)L I �� I , . ­ . I 11 �, �-, _�_-___�,__J+- - , , , �, _-- /\ CHECKED BY : JOHN NEVIN, PE L � I . 't I ,� I , - - ­ . T !I � 1: �, I ; - ; . ,� .,N" -_. I � I ll", ,-��,,l,,�,,,-,, , "� _14l'1_i11V,11'1`;�� -1 . I I�\ i�'. � I-_ I I ,, !i � I � i I I I i I , __ ---z-' CA ON,- , I - --1�,-1 It, 1_,;I11 11, \ it I 1� , 11`.�, \� - I 11z I � �, ","' "� - ____._ I . I .,'­�"11 1�,­,,Cti,_t 't H I 1111II,'Ll- I �1�1,111 I� �`,�, �, �01 " ,)� i -,i li: T I �i 3 �,I:, �] ,�i� ��I I 1[ , � � I- �-�_'_'�)-,--"- � 11,1R _I',,�u ) 'M , _'11, i 1, I , , � 4� 0 1 , .1, , 1�!!;�I �!� 1, !!I i 11 � NOTE: \ ,,-,- � ."J,:" ,1 .Q', ` � . I-1115 I ,-I-,I" 'I'll-,I, �, 3 J EX151 ' \�'�--k�-' 4')' 1 I �11) i I ;I � i � t � � . -,101 5 ,�. , ,, , . � I L , 11 ,, . . I I l I I , � " , ----,-, i ­ r" -` ' "I","" �. "Y \* �i­ ", , SCAL i I � � I I I:-_- L , , i 1. 1 IVM��­I I - ."-- 73) III ii,�'A,,6,i I �11­ 5 ` �11'11'1,11,,A_�� L -11", . 1� I I I I 3i N 1`11' , , I k'- - \ I ,i I 1; � I i ! ___.___-- --i- , ) E Ili 1"=30' 1 1 � f � i , ­­ I _-,JI I III 11 � ,, i" I,I, . L' I 'PI, -,,- �. t<` ) �"' I �,- ,,,/ I � I I, I . I _ -I" --- `I%-',,,'�-1,� -, ,'� ,�y ,�), I � , I I .--.1-11--- I 11 1. L� "I-.'-,- .,� _ , ,_I- - --- x�o 1, ";�� � I �,�,,,�, ,� " �51` I , - - � � I� V I I j I : � 1,, ! I ! KAItlt IOP OF I ,�; � I ., P " I- C L.-- """,i-g-m�-- 1\� l,�,` \'I I '�, - 4 11 1H .1. 11 I I � I I , ,�_ � ; I �: �I� j 1 1 ''. I- . , V, ,�, ",1"7 I;, I I I I I I , '� , , " t , ,,,, - , , - 11 I I It- i SHALL LOUAILj ALL EXISTING UTILITIES BOTH HORIZONTALLY AND t�i%j­i, � ,� 1,1x i � 1: I I ,- I l 1 . THE CONTRACTOR 11 I . � - -, , ,,� b0i __�`�71 I", I I)p - � , 1111" I 0 , , ) i i i :�� \ I i -���' ,a .. � ,- :_­­­ ',��. � : li� I! , I, � I "� ­�11 _ Ii I . �­, "I � j� " i �i � , 'k- ,�,� ,yv­,� ,___V ":/ ,,i ii �W I -, � I I I ! 1:i I I I I 'I -�,�01' STIR 0"'" *" (ERT- ,�O,,, �40.blu z -,--__ -_ 77r?. +0.5T, --- k,,�"!�,� 1�, , FH 'tL' � � l I � I I� - , ... " 'Pi- I , I I .. . ,;� - - f1li-11- 'Ii ____ I I l I � � I r I J I l� � 1 ' � -1...... j5ffX ­- ' � ;i �,,J, � .I I -- , �, ""Ill' . �� I I I � I I I I - .e�� ,, 1 ;i :L ; I � _ S" \ �t ' ' - OUBLE) - -1 i I�', .""� � , I .-I', : - � k�, I/ . ,�� .... No.I Date Revision � I f: " __L 4 j � I I 1 1� I I i " ----_ `c_'fb M H , ­ 4'. * 'Ni",1 __"___-L I" R1 .I I 1 4 / I I I ��,­I� � I . :," I ICTS WITH ANY PROPOSED UTILITIES PRIOR TO - �,-- :,,,,>I,.: � I ­ 10.80 . - , "'-V I, --,--- / L -, VERTICALLY TO CONFIRM NO CONFL, ,, Ybl _, � :� I � .1 ! I! I :1, I i I " I � _', I -1 9 I 11 �j � � IL : I -�g,�",",-ilf", I �� I' _____, f I ! I ,I :� ;l:�,l , \ - I ", ,�l� ,�,,�A ,,--,,- _� -.-------- ;P �Il � ii i I L 3 11��_1,4 ---I--- '� " i I � 1:1� I I I I : � , �, I 'i ,!,-\.-� � 10,85`­,J�l � S- L --­ � i"", t;9!' " 1 1 � I i I �1� I , � 1:: : i :�i I � � I , O D U.G. UTILITY LOCATE / ,�' " ` fTOP_,EL. ll,.20 . +0 5TC - ,,- , I l-; I ,� ,�e . I - I I , j , I -ONTRACTOR MAY REMOVE i I L"I I - , 11 _-1 "I ip ��,� I I i I W� . , -P,-' -.1- ,,�, ____­__ - 1. .1 ) \ __ _ __ 11� i i , , ; �;, I �� i :5 :1 � I z : j; : 1 :� 11 � � . W - I) � 12 \ / _, `,� 'e, i L I � �, I ,��j It 10,12- �,- J� ,� 2 I � 10 ,t't, �jIl\ I ,�I,I'I :�� i I I 11 i I i If I I I I INFORMATION BY DURDEN SURVEYING &:APPING AND GROUND HOUND RESPECTI \ � POOTIONI F 3�6" RCP WEST' ", 4 M�,kTT EXISTIN I in�, , +0.5TC,l ,'�'_ 1 1 1 � � 101, t� . � I COMMENCEMENT OF CONSTRUCTION! i "" � - ----------- I ,:,"'"_ , "�7 " I X I- � VELY. .11 . G I � , ,l), I I I I I I I,: :, � . 11. ­ \ ' _ -" I I I ;3 I i i � :1 � : t � I � :: I . I il� \ . I iI ;,I ; I i -_1 �1_ 6 '­ /_� Q, . I -I,--,-_�, ,�_) ", 1 � ��,��\ 3. . 1',�, �; I I I I ,� "I i i , I I I "I I �, !,�� ILI I . � ! I I- - ----;, CESSARY TOANSTALL , I- , �t',-_Iii­r� -1 . " � "t 3 I � -'iii; I I I I F ! � ,_� ii, 1 ,,,,,� -.--------.- I � �f � � . , ma \, All __. IiP?"� �y e I .1 irl ''' � l j , �1­ I I :, ; � , - f , , tjQ/ID "_, ��wx,; I , _�'I,,O, L.�, ,� ;: i : I I � ­­ t �, L ." i" �N' ' ' I _,__ _�Ip ., L -0/ , �.�)) 't'i � �__ "--- - b 11 �\ ,�`; I I I !Il� - I � �, � i 1:� jl� i 1 ��,� �i � - -', ! �� .\ � .�,� ` Ei i ' " l IPW'611I NE,' I I �, � 'i, 1-11"R41",-, -I I-- �, , "" D /��(t, ." __ iI 11.'­ I I I I f � - I - �.L I . 2. THE AREA OF E , 11-1 � 'I - �M, 1-1�, 6 i;,att' J0 VEr-f \,% -\k�- L 41 I � I : ��,"� I� i i 1I I� I 1 I � 1,: : ..I.- .1 - .11 li,. ' - - - ,�A .11 , _­­-­j:",�-__ C�, . 1. - , t 1 ':j I !1 � 1 "�":�7" , 11, 'L - I � UNIALILL �, --- --- ,�"iit�`� - , SPIIIIIIIII I - " __ / ,I�) � , 1 i �� it I ,I �l i4�, I, � ' I I �il� . , I 41'11 ,, i" L 6"- "PIARY A - I I,k�, -;­.- --ql,, / �� �Tup I�N'_ !",� � , . , .,I, , � -, ,�ol � - , I , XISTING ROAD BED T BE REMOVED, SHALL HAV 6'-- 11 L 1, ------.-----. _ : 'A '­"� ", - , �-- !j�gvxm __ ---" - "),I ) � I .1 I Q - :�RTTI L'i" , .. ­ 1-1 ' ' - , __- I , I I I , � l 1 1, U�;Lu I It � � 0 - � .1 I - �_�, "I I _­_ . , -L _70)_--------.,- . - " � � 5 " ! � :11 i, �, , I - _--;F � i�i,1,�_ I -11, I, _.- � , IL � �l[ I ,,I f �� i, ,,��-ii,,­- 1� I . I. - C '11P ,� t,',,,�" t, -�tm F , "11 _1__ _ � ., ,�Y, ,-.- ,� ,,,,, I I 1:, , : l 1 ,,, i ��I I �, I�J`I .,': ,i, r!I ,,��"� I� - . 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I';ft _z, \__. ?, ­ -,'_,_L� Wt - -Lz -/' ,�)' L .,�3 - -,1�,,, 0, I � ­A_�, - 'j,, �" i� e I�I iiIi 11 'r 1 1 � i�� �i , �, , " � ff " 'i� \\ � --- 1� ..,, A ,,.. � - 1�1�1 4 L_4'!, , I I _111., _--l-R, _,____._;___. -1", I, n - �1 1-, J : �� ,I, � I -­­ ' ' I _ --1._______�: \ _,,:---- � \ N I � :3 I , ,,� I �; I i I I 'JI l"it 1� 1.� B DRAIN IN CONCERT WITH ADJACENT _1'_�, I � , 11 I - I __ , , , ",jjlllil,,� ; i�,;,--�-��,,,,i,��,,�,,,,��,,,�""",��,�,, - - - __ - _ _­ --f �," , "! ­ 'I , " Covvqrf�jj- , -,­\I\12i I I , 'I d-1- ��,�_' _,_� - -fX"'V 0 I� gR ,'i� i, I �Jj STRUCTURAL FILL. THESE AREAS I'll, � " _', ;N� I J �� I I 1�.. r , � . :,,,,�t, I _ ,� - A --__,o�L�4iil- 1 1 I I ji� 1� L �; I I 1 : � �,_ , � 1� , - -,S I - - � i i i i � x1il �, i 1 � : i 1 II� 11 lizit . , (_."I 1, �pl , I i�p�' �, ik,�e',- - � "I - - ,- _�4 " _1 . i l�!� !L I I ii t L I ,4 . . ;� �`t .��,�ti,�a ,t�W-l;­ �1, ------ _, �'. "I- .��_­_ ___�' --- �------ L 1 -4 - -\,----- -1 " � 1, 11 I I ; � I :I I T \ i [__­_ -____L�, , , � i . , ,�b !,�, �1111*, -I""- - ,_ i; _,__-__,_'_' __.__t.__ \ , .. O� I - 0 : . I ,� � �: ,: PROPOSED AND EXIS . ,.4 � , � - - -% ., - � - _�, I ,N,� I I 1, I . �p I f ''I ;,i - \ l� � I � : L - �,�,,'I ,P I ;, _:�­.P�-- - , ) __ t \ L, 1 , ING IMPROVEMENT& Iii � � , i - - ,-7-" '. ,� T I I I�i i 1 I IL� ; iL;� ': � I I I I I I, L I � ` L - � ' I ,I ,�S, C.I � , i I , � i�i� 1 i ll� I I I , i 1 1 . : 1, L \ I .-, . I � ­ \' �� IN, ".�� '�� i- � QV , \ I - 36" ELIXTRIQ A01 I � I I l : � �i I I I I I I t111) � . \I\ Illi"i.. `1 �j ,,� . , '' I ' L J.� � I I- i� - L __ ---- L I"_,,;_� I > J11, E-Irci-rilic AI I ,� li- , '� -,�,,I (�v I \ - - - _11� � - lyc'13-- __ / " , L . I ) � 'I , . - - I I I ". I � : �, �: � � � I , , � � I j � 1 I - I ,� I I .. ,j.I ",",-, -IliI'll � -, '�� .� ,�� --:,-c,_,��-­, , - -�) . M,,,, �/1�Ilk ,\ _- I 1 i� I, I � I � I! 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I it 011-LIMNI-, 1 -1 / /,0��-,, I 1.\ / _�A 'F ? :I i I i!i I , "I FfP�,'E , / ��.! i �l I i , � SPOT ELEVATIONS: , , - I; lt�'P 1, _� �, \ 16�6-\ I-, I : � � ,�, I 11, /11 y , I,I - L' it I I �__ - it r" ", \ _�_, "I I �� I I � 00.00 ,,�' C.L, -'_._�"'11'11, "it, 'i , � _�_�� -1, �, , -1i) " , I ii,I 1 ,it , :, !�� - �I I �i �,l � , - % � ___ "5 -, i _ " \ �1'1 �", �, I :1 , , �' ­­ _� , - � I i � 1� s I � i, � I I l :1 � [I ! �11� 41 �,,I 1 I � ii I I . � I i �11 ;� � �� ; , i I I I i 4 - . : I I �i i: I : I , I, 'I' ' I I � STRUCTURE SCHEDULE � I i Iij I id I, I , I, , i I �:!j l�': c I �i 1 1, ;�� I I 'Q1, . ASPHALT PAVING ! i t 11� ii� � 1: LL I [ � 7 00.0 GROUND (GRASS/SOD) SPOT STRUCTURE STRUCTURE SCHEDULE : 1, �J�f� :� � 1 ; :1 - I l i I LI:i ii�,j, 4 � I i:; i � III! I : I � IMPERVIOU PIPE OUT INFORMATION STRUCT. STRUCT, TYPE TOP IMPERVIOUS PIPE OUT INFORMATION -4 i � � N S % x TOP DRAINAGE IMPERVIOUS I % I I :1 L : I I � I I ,00.00sw SIDEWALK SPOT STRUCT. STRUCT. TYPE TOP INVERT DIR & ELEV. INVERT DIR & ELEV. DRAINAGE I I I , 1: I�' I , � - i l� � DRAI AGE STRUCT. STRUCT. TYPE PIPE OUT INFORMATION ! i! HL� i : ii � 1', �� 1, I i I I I I I I i� �, 11 L , � I l,�1 1 1, � � I I 11 if� ­ L : 1 � ` :11 � J : INVERTItDIR & ELEV. I I I ,;, I�` i , : ' I �i , I i ! I - NO. ELEV. AREA (Ac.) AREA (Ac.) IMPERVIOUS LENGTH(Fl NO. LLLV. AREA (Ac.) AREA (All IMPERVIOUS PIPE SIZE AND SLOPE LENGTH(Ft) NO. ELEV. 14 E ENGTH(Ft) . I L I � ,�, , I� I � � I �� � �1 � 11 ii : L PIPE SIZE AND SLOPE AREA (Ac.) AREA (Ac.) IMPERVIOUS PIPE SIZE AND SLOP � � It 11 I ,, � .1 . . � I 11� � I i � : i i I ; 'I 1, , [ .i I - I : 51 � I I .1 �I'i I �, �I ", � . . I I i !I,,,I : I L, 1 �; CONCRE 00.00TC TOP OF S-1 TYPE 'C' INLET 11.00 0 0.13 0.11 85 15* RCP 0 S= 0.23% 62 S-10 I N/A N/A R ,,�, !I I I I 1� I , 1 ;:Iii 11 TE SIDEWALK CURB/CONCRETE SPOT W (11 5-) 7.5 III (36*) 0.43 N/A 36* RCP 0 S- 1.0% 74 Yll 12.31 S (10- 9.60 0.09 ' 0.07 75 1 1 I 11 I 11 I J! i [!Ill! : � , ,i i � i I i�,� (MIN. 1 " MD I I � _�Ii 1� I �� , 1� � : i, 1 � � I M!''J"iL ill ,� �:,� I. 11 I 1L ll� I � , � I �� I i I , i i J "I � I . I (MODIFY TOP) 11.20 -GR) I 10" PVC 0 S-0.287. 30 1 I I 1! I � I � � 1�I I I : I I I 00.00GR I I !I � I I �� I f ; � ' ff"Il 11 "I ll PAVING & DRAINAGE : � 1 , I , I � ,I I I I I i; i , I � Iiii 1 E (1 5-) 7.35 10.90 W,SE it�, , _­ ,,1, i� L I "; � i�� , I� � � I ki __r _NWIM S-2 TYPE 'C' INLET 1 .035 15" RCP 0 S= 0.23% 44 YARD DRAIN I I�jj[�i I .�1 l� I � , , � 1 0.50 70 S-11 (36-) -0.30 N/A N/A N/A 36* RCP 0 S- 1.0% 118 Y1J-1A 12.15 S (1 O-) 9.53 0.09 �-�j 0.07 75 10" PVC 0 S-0.28X I , L i �� t I i `�j I�ji''! i -) U'U0 I . -� � I � if, I !I !:: ;e i i III 113FT I � I' ltl�1 �i I I I . '' � l Ii S (15 6.85 �; - 75 . � �,� l� I 1, 4 � 11 i 1,� I i 1: ii� z E jij� 1 , "i'', I I 11 I I HEAVY DUTY CONCRETE STORM DRAIN PIPE - I - I I - I (MIN. 12" PED-GR) . I . ��� ,i ­: �j, L ­ I 'L L L ii I I I I � -) -),NW(8-) 9.32 1, PLAN � :�L _ ; l !;� � ,�:� I 11 I I L 1� I I �I : �_ !'i I I S-3 TYPE 'E' INLET 11.60 NE (15*) 6.74 0.00 0 EXIST. 36" R S-12 TYPE J M.H. E (36 N/A N/A N/A . Yll TYPE 'C' INLET Sil I I I I I i I , . III 11 1 CID N/A 11.80 *-1.47 EXIST. 36" RCP N/A 11.40 I 0.06 75 1 � z4 i I 1 J, �! �11 11 1 I� , I, I; , L ;,,� -] ") 0.08' 20 I; i:I f '11 � l I . , ,,, i� _r j ji� 11 11 FM DRAINAGE INLET W,E (EX 36") -1.87 0-01 NW (EX. 36 E (11 5") 7.55 15" RCP 0 S=0.23X I i L'�l i � I � �I�: , IIt , I I 1 , L : . . - , : I il � i I , � g , I iti , [ i� . -) *6,06 1 � I I li, ; I I'll�, lti�l , , 1 q�,�L 11 SIDEWALK RAMP (SLIP RESISTANT) .) 6.67 NE (EX. 15 �l ! i � !j '�I I I I " ,,1, ,,4,L II, � S-4 S (18 YD­,3 TYPE 'C' INLET 111.50 III 0 6") 8.50 1 � �j'jj�L, ''I I � TYPE 'C' INLET 10.90 0.42 0.35 85 18" RCP 0 S- 0.18% 108 S-13 EXIST. 'E' INLET 10.30 0.50 0.43 85 EXIST. 15" RCP N/A 0.42 , 0.35 75 I 1: 11:� i [� � , j j! l� )ij' W (I 5-) 7.50 15" RCP 0 S=0.42% . I I ! 11 I IL I� 1, I , 13 ,� I, I I I f 1[, I I'! I J ,�! 11'��il L; ' li I ,� I � 4 , , . - E Q 5") 7.55 1 A L . � , I , I I 1 I I : I , � , . I� fI, -) (EX. 15', .1 r i I I I i I;J 1 1 i iL I AUJU5T I i, � 11 I S-5 1 ,:I I i� � ,If il ,I ",[tf � I I I 1 :I! ill 1 ,�i I I 1�:,! I 1 1 I � 1w ,­ 12 *6.47 0 S= 0.18% S-14 10.30 YD-4 YARD DRAIN ­iA1qR119­ I I 11 � I ,I i�:, 'I �i EXIST. M.H. ') 2.94 10" PVC 0 S=0.28% 33 � r� �i ,�:�!� 1 11� I i i, :1, 11 in (ADA COMPLIANT) . I (10-) 7.07 I� : I � kh .:: , , I i i i I � , i I I � " G 1 0.42 0.35 85 18* RCP 11 TYPE 'C' INLET 0.16 0.00 0 EXIST. 15" RCP N/A 11 20 SW (10-) 8.50 0.10 � 0.07 70 : ,_L I 1: I l�iTh 1, I I ii I i L 'k :1 I I 'l, I Ill A I !� 1 , i I �id�­ "j i , � , ; I liI, � 1!'Ij,�i 11�j � ,I DETECTABLE WARNING SURFACE 2.40 I'N,S (18 6.47 1 (E,W) I I I (MIN. 12" PED-Gl * - - V -�'. I � I l I I I I jj,,j" if IL l - , I I W (11 5") 7.50 - I `I� \,\Y- i 1 14 1 I I I "I ­lj�j., fm , I I I �, It i � � i l�i , if �I III I � --%./"*-* DRAINAGE FLOW ARROW 1,, "I l , ! , � ;, I I j t! I I _� ,_ -1.,, I 'L 10" PVC "" -- I 1, � 11.20 1 SE (10") 8.41 0.10 11 0.0 0 S=0.28% 38 .l,S "Ie'. --,5E . I �, I i i I I I � � Ulf], � I, - I - l, � Il� 1 1 1 1 8* RCP 0 S- 0.18% 11 I YD-5 (MIN. 12" PED-GR) . 11-11 lill li� 11i 1 � I � 11 � I I I I [ I YARD DRAIN �,� I Ili: I � ) 0: I'll ( ,I I� �t I IL ' EJ l WIDE) I S-5A TYPE 'J' MH 11-80 N,S (11 8") 6.45 N/A N/A N/A 7 7 70 1 l I l I , � I i - - I I! � � 1 1 1 1 I I, ,1 � - , 1 1 1 � I I � � i � � L . �,�i� fl I 1 I L � I ! L __C_ % 1.1�.,% , ' ' �� l . jili ��1��I, :i l � 4 L �i I i IL " " ,- ,�� I 11 i :, , N 187 6.24 1 . , I 11! I 1 , � ! !: I� � : � � :e , I I 1: 11 I l : li l I F771 MITERED END SECTION 24" RCP 0 S= 0.12X 43 YD-6 YARD DRAIN " ", I '.V " i I , ;I 11 I I � I I� - I I , � -1 - I : I i : I � I 10.00 S 2 5.74 1 . � I I I : l� I I I i � I � ! � S-6 I TYPE 'E' INLET 0.51 0.46 90 11 20 SW (10-) 8.40 0.02 0 0 8" PVC 0 S=0.40% 28 � - I, - .1 � I: tz�_,�.I <_ I I : ! i I I i ! i .) � : 1 11 I I L I IN 115�:� 7.73 I : I I I (MIN. 12" PED-Gli - I, -_j .w � �i i[ ! 11 I i i I i I � I� I - -, I _� �� I , , !: : . --�,i I I . I It I L: ;:I I I �: ­_ : 1, i : : . i 5.68 "I I � [; I � I I I � i : ; I ) -,�-o * �- - ---- - � iii I I I ,[ I , i 0 U __ - : ! ��� i � L , I ! : 11 I CLEAN OUT YD-7 YARD DRAIN I I ,I , , �� I ,I � I � I I -) 8.30 0.02 0 35 tn " *ci� �: I i i I � I I i : I I : 'I . , , i S-7 TYPE 'J' MH 10.57 �,W (EX. 15") *2.39 N/A N/A N/A 24" RCP 0 S= 0.7757. 72 1120 SE (I 0 0 VIC 0 S=0.28% -lc- , I . � 10" P I I iL L I 1� I I , i � I i I I : i � I. ISE (24-) 2.39 1 - 12" PEll - ,<, -. ; I ! lJi " : I! � I I L I , I Q:�_ -�- � J, I t ! : : : � I � I I I I (MIN � . �\, � I I 11 I � I ,� - - � 10,� I L I I i I I � l, 1 I: 1, i i . -8 -) "I . ",V -, -"�'I;�, I ,� '11 i , , I I I I I I ,I I I L I TYPE 'C' INLET 10.60 S (10 8.20 1 0.08 ,;` .. 1-i 1<1. I I YD 1, t g : I I I! ; i� �� I I i L : I I ! FM Mm 8 L 0.06 75 15" RCP 0 S=0.23% 75 '1/ ,, � i � i I i I 11 ,� - : mw,j Fm DRAINAGE DIVIDE LINE S-8 TYPE 'E' INLET 10-10 NW,S (24") 1.8,3 0.29 0.26 90 24" RCP 0 S= 0,775% S (115") 7.90 � � i t � ��� ! i� l� , � : I i I I I-) III, i iI� I I , I "I __'_1 i: II I I �: �I I I I I L ���; I I L .1, 11 -�- , ,,il - 41 I . . ,i I-, 1 1 -1 li, . , ��-!�.,�-- t,\r'l � - I ! i i ill 2� i I I I .1 � :��; � it , ,I � I �I �: , 1:i I i�1� � 'I� I , l P" P.� j L: I I I , I i 1; � I I I , i jL��,,�` � I � 11,I NE (24-) . yD-9 YARD DRAIN ", ,, I t---"S, - L I i ,I I �,; 11 : I I I , I L'j i I,� , �I l 1, 'j- 10.28 N/A N/A N/A N/A 1 1 00 N (11 O-) 7.40 0.20 0.02 10 -0.28% 70 - .,�10 :e 1 ,� , � I �, li� ,, I :, I I 1 i�. I I 'L I I i 1 S-9 TYPE V MH E,W (EX. 36') *" - I HN 'NEVIN 'Pt,,") 4 i : �Ili ll u� I L I � 77 EXIST. ,36* RCP 10" PVC 0 S J0 , , , 1 [� i l � I . i . I I (MIN. 12" PED-GR) I I : � I: ;IL i I � ��! I -_____ No. 54666 � :I 1i �,jj , YARD DRAIN ii I fL I '�ii�' "�� ,�: ���li t!1 l, � 'J I 1 I, i ! 1� 'i., ��� : � I i � , �, �, I I I 1 � � � i� �k ii , 1, 1� I ; 1 ii � i I �LL 1 ll�1; Ii �� - I I I I t YD-10 S,W (10") 7.20 .10 .01 10 I 10" PVC 0 S=0.28X 1 45 DATE: � d� , , I I 11 I S H I I 111 I !I L �1� � I �i � I'l; !: l,�i �1 �I",, ,I !�� , I ---- - I -I I L_ i I - I , I i - (MIN. 12" PED-G 19.70 IIIIIZ `/ 7 J I � 01 kllI, :id i i� ii ill, I I . I I I I I I I R) I �r I 1 4 1 i f i" . ` ` , , - ` l " I, i , , I I I, , I, I I II � I� I, , - � � ` 11 11 I �- I I ` ` J � , , , � - - , �, , , � L \ Ij � 1, Ill il�, I �i� � if ;� I I � , I I , � L t(I I I I 11 � I � � 11 I; I i �,I�, I '�Iil 7_:"_ " ,, (INA , I�� ` I 11 �\\11\11�,�F" I,, ,I I\ I 0", l I . . I t l I I I ! I �, I I i I I t/ I � i � I I I� I 1 �,ij, � �!� � I I I I I r i � I;I �!1 ;,, L i I I I : � I'ii 1�,, �I I I - ' I � , 1, 1, I $, 1 * MATCH EXISTING PIPE INVERT (ELEV. IS APPROXIMATE) * MATCH EXISTING PIPE INVERT (ELEV. IS APPROXIMATE) NOTE:ROOF DRAINS COLL. PIPES SHIA - PVC SDR 35 (UNLESS OTHERNSE TED):MID I ,,,,� I i ,it, L � 1, LL BE 10 NO -MEDIUM DUTY,HD-HVY DUTY,PED-PEDES 1AN;GR-GRATE I Ill I 1�I I ;I �'l�L 1 , I I",il,1 1 "I� �" 'T �, , , I TR I 11 I I i I T� , II: . ,� �:j 1� 11, ,I�I I h), lit I'll i 11 � I I�I , ",I ____� 1� I I, : !l ,I� A'I I! I" -_ "ill :1 �l�0, 1: Ili � It I � I"':', L j :1 III t� I "L� 1 � - i: h! , I 11 � L � _____ ! I I I :I � iT� I t[' I � � i � �� � I � I 1, i ,� - 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl ,:: ,! I i :1, :f I i� I I , � � .I ,11,� � : � � I, I I t1l I W � I I I �� : � �! I - IL! L` �� fl �I I i � ; � i I � , !� i it,I 1 1 � �� ,1,���i j; � �! l :,�! I I�1�� �: I�L� p I ,I [ I I - � �� I ,� I I i :, ;� I IF �, i � , �i� i � � : t IL I l L � I 1:1 , : � I I '' �,, 1 � 17 i . '' 1 :;I I : � I � . 1� l� : 1 I i� I�,� � ; ,1 1 1 1 � � I I l 'II ��i 11 I � ; 1� I �t � V I .� I I_ I , I I� I ,, ;�i I: 11 1 i f , . , I I i� . � I i I I � i L � � , I ':, i, I I : 1 ! 2 I l L � I �j I '� � , � �� I !�j � j � I I ; I, I �� 'i I � � �,i ,� I � I I� � I f I 1,�: , I � � I . ­- I � I , I I ! , ; I I �1 L ' � � � I I i � � , I I I I - - - � '' ' ' ' � �­ ' ' ' ' ­ '' ' ' ­ I ' ' ' ' '- � ' "I � ' "ii L ' ' I 1 I i i V I lil I I i I I . i 11 - __ __­_ ______­___'_________ ­_­-, ____- - - --- _.. , , , ___ ___ _L_ . , llifJ, Tit fdl� 1 11 1 P J61. I OAK 1�9 12 '1 A it FLP U #2 CP ',112' Ir-?(PN P)PE I U v-, ) )- i P 1, 4 1 iv @ CID 0 1 1 I R/A Vl�P T 17, _,Z E_Lf_`l/AIT/0N=(1 .64) Ol 9: 0,V,0. 1 92J r) 16'"1, Sc� x: (CL05l_ER1' GiwE (11 48) 17 WV A �g - . 11 n TH CQNC. PAD pj,�ifitiv 'PLA S. Iq MEPjV, ,.NS) o-,L 61 it' _F EE �,dfil� flp'% 20' DRA;IIIAGE M IS E N RhIld ELE V=p 1 65 7,ii 8L (lI Goodson Nevin -i,, NV. (2... ��HEAVI Y 0VFRGR0W,1'J) -,M, (0,R.V. 5810, 2 W 'M f V, x3o GENERATOR EASENIEN11' ��3 256) T4 Vat! 657 IV, OFFICIAL RECORDS V0LUiv'1E 7811 , PAGE 1979 an Q-1 I I If to'mpf, ' ej j" Associates T! TION 5, TOWN"Hil" SOU -1, R*IGE 29 EAST SEC Consulting Engineers �t4 ELI !Io �J li� i I I , I , t i-561 igg A, lihi j l'i 32,POL PINE 5� ----------------- 'ik�Q�1_4_ _�ANGE 29 EAST 8, TOWNSHIP 2 SOU I H, 1 FOUNO 1112" IRON Pli 121E S NRI"�il E.B. # 26306 V -3 L ( t�� - 5, .7 _ICIAL RECORDS VOL_LJIiiyIE 6688, PAG1­ 675 F' SCALE IN FEET 10175 FORTUNE PARKWAY, SUITE 403 01 15 30 60 ROOF DRAIN CLEANOUT JACKSONVILLE, FLORIDA 32256 X INY 9 00 (TYP) (904)519-7770, Fox(904)519-7776 C, CONNECT JO 4 St SEWER 0,,,'.,INV,, 9�'38 (VERiFY5'i�'­ 4467,6-SANITARY ""EWER CONNECT TO EI SEWER OUT PIPE, L U� BLDA DONNECT TO 4' SEWER SERVICE 0 1 N V.,�� 1!(N)(67-) 5.79,,,(iV RIFY) . EQ�2, 1'-,'18 X )RM SEWER SAN[ :WER` (F L" 12"Pit _ATE NUI'vIDER 16`9,379-( 200 Ei�L_ Ec"I 1X , PVC (SDR 35) r �E. 0 2.25"01 CAR' RE-FIREMENJ �_OLJ 'DATION, INC." "NAVAL CON JUIN' 1,I,',,,,yV;r�aSER\-ACE -III �.DS VOLUIvlE 6688, 1`4�1: 675 0 RECOR of 1#� 6JO 0;? tR -7i _,,VE I FY) _0 U) I RY F R M F C? 3`1 IREDUCER NANCY HOUSE TX V` it tFACILITY it ? 0 BENCHMARK �5 DOMESTIC. PVC.DR, 25 FOR V 1�-,-v.q 6" FIRE PROTECTION DR 18 PVC tt FLE1u:J%"I LANDING STO'R'M SEWE' ROOF DRAIN R (TYP) - <1 St EXF (6' W Tt bLKVI CE,,, MAYPORT R D . tt �ATERAL REAL _!Ma' 1 Ci939,�- IF r X PAO d 0 c6NN'-CTION I TIAL41 PAI A 1, ils- (APPROX­ INV. 6.25, ATLANTIC BEACH FL TERPRI F5 INC EN F P C'r_F I('!AL- R VO E 74, PAG 6 -8 13 IEN 45 T VERIFY 3'OAK _V. SEWER CONNECT TO 4" BLDG. INV. 7.42 PVC (SDR 3�) SERVICE SEWER 7 AV 0 0.60% MIN. IA 7.22 5`­8END CLEAP40UT IFLP 24' V 45 to 12,PALM I A',ti"LiIALr DECEMBER 18, 2013 60r L DATE Cie;' 11252.2 PROJECT NO. 12 L14K 20'(T-t Fil tX DESIGNED BY ED GOODSON W \1 'VIA R tCHECKE JOHN NEVIN, PE P.K. NAII 14' 3Z; D BY CE `W_11 FL-__VTl0N=(10,92) DOMESTIC SCALE WATER LINE I OF 8�Pil(' NIS "I G V 0 1929 PVC DR25 X I ,jtf�4BLF rO ',E 5 INIMRY &9 1 WA4 E�if`v (1 1.73) --------- r FlI l PR 18 PVC 6; FIRE PROTEC No. Date Revision 2 90'OAK 113'OVAK 4 .3 20 C 44, 5 V H"LLY 10*Il"f M 1FAL9 0'ItOLLY OAK 14'OAK X 13�IIJ -H -311511,1 ENC E (a/2) 4 4 8 X6 WEr'TAP ONCRE I TE. A,,R�P WIVALVE EE,1- t7� t) x,)., T FENGF t6" bCBFP' (INSOLATED)(FIRE"PROTECTION ONLY), GENERAL UTILITY NOTES: t0 1 T " RPZ BFP (INSULA 2 All utilities shown are approximate locations only and have been THIS DRAWING NOT RELEASED FOR TED)(bOMESTIC 0 LY) 3" 90* BEND �AK ESS SO NOTED 12' compiled from the latest available mapping. The exact location of all L 01;,�, ABOVE. 22 BOX underground utilities shall be verified by the Contractor prior to the start 9'OAK 12'PALM of construction. rip" SHEET TITLE 2. General Contractor to coordinate with the local Utility Companies for S S 5. All valve boxes and curb boxe hall be adjusted to the final grades. All curb 10. Should deviation be required to the slopes shown on the 6" gravity sewer line all locations and connections. A preconstruction meeting with the boxes shall be located in grassed areas unless indicated otherwise on the plans. the maximum slope allowed is 3.2% and the inimum slope is 0.43%. various Utility Companies, is required prior to the start of any �_UTILITY LEGEND construction activity. 6. Sanitary lateral shall maintain (10' min. horizontal 1 .5' vertical min.) separation 11 . The contractor shall locate all existing utilities both horizontally and vertically to WATER & SEWER UNDERGROUND ELETRIC PLAN distance from water lines unless otherwise shown, or additional protection measures confirm no conflicts with any proposed utilities prior to commencement of 3. The Contractor shall visit the site and verify the elevation and construction. also see survey and U.G. utility locate information by Durden Surveying UNDERGROUND TELEPHONE will be required. Where water line crosses above sanitary lateral by less than 2' location of all utilities by various means prior to beginning any & Mapping and Ground Hound respectively. DOMESTIC WATER LINE vertical, a concrete encasement shall be installed, Contractor shall center one joint excavation. Test pits shall be dug at all locations where sewers cross SEWER LINE ontal and vertical locations of the utilities of pipe (it crossing. existing utilities, and the horiz FP shall be determined. The Contractor shall contact Owner in the event of FIRE LINE 7. This plan details pipes up to 5' from the building face. Refer to the building any unforeseen conflicts between existing and proposed utilities so that CLEAN OUT drawings for building connections. Supply and install pipe adapters as necessary. an appropriate modification may be made. NOTE:1. AREA AROUND TRANSFORMER PAD MUST REMAIN CLEAR. BACK FLOW PREVENTOR C existing pavement where utility piping is to be installed shall be saw cut and INCLUDES BUILDING LINE AND ROOF OVERHANG, WALLS, FENCES,8. All 4. The Contractor shall insure that all Utility Companies and City r SHRUBS, ETC. TRANSFORMER -,) :.,- - replaced in accordance with the pavement repair requirements of the Governing FTJ Standards for materials and construction methods are met. The Authority. F 0 ination with the respective Utility INSPECTION NOTICE: KNOWN UG UTILITY CROSSING Contractor shall perform proper coord (APPROXIMATE) 4� ')p--�,, GIVE 24 HOUR NOTICE ON ALL ITEMS REQUIRING INSPECTION. . ...... Company. The Contractor shall coordinate work to be performed by the CALL City of Atlantic Beach. DO NOT PROCEED WITHOUT WRITTEN JOHN NE%AN,,,P 9. All sanitary sewer main lines shall be schedule SDR 35 PVC pipe (except as noted various Utility Companies and shall pay all fees for connections, 5 APPROVAL. No. 5466t on plans). All PVC pipe shall be installed in accordance with the manufacturer's and GNA IDATE:. JEA recommended proc Tap reimb ry Sewer and Water F ees). urse General Contractor for all Sanita disconnection, relocation's, inspections, and demolition. (Owner to S H E E T edure. t I I � � I , I I , I I , I� i I I [" l�t I I �, '�'4'� , I 1, " "t",,,I I I . � I I, �- , I , ''j" �' ": i , 1, -,!�;�; -5, 1, %1 ' " ", I � . 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" 4 � I, ,� i� , 11, I ",�- ,� - I: . - � � � , � , � , I'11, 11 � , il, I , ,ili; , '­�­t"'I�I Tj� ,;� I, �1 11 III"� j � 'p, l4il t� I IN 1��t i : ' I ift If,I;II, I III!i, �1�l I ��I�I� I 1 1 I ' ii�I ,i , 1 '�t�I�i �.l f it, I I I :,;� , ti 1i,i�,,�Yt,:1� t!��; � I I I I I � I I � �!it 1;l l �t I . I I I I - ! v I,­ I 1"1 t; I, t- l;, -�,, ,,,� �4,i,�,� � 1 I,i � ' "' I I � :I � 1 7 t� l I I!,1� � I I , ', I I I I I . I ; I ! I i t '�' I I .I �? I I I I I . I I I ;� i � , 1 i� I I I 1 1 . I !iiI �,� ti:I i �i� 1 � :11 I t , l��1'�� � i I I "11 it I I — 7' 7' — I I I , V , ''1 � H , , '�1 1, � � � I I, 1� 1 1, '�i A il i I [ DIMENSION & TYPE I - " ", Z" Cl � I il�' , t �'� I :5 " 1: ,I ,�!":;�j � 11 ,i� � "� 111 1 ���� 1� — 5' 5' 1 i 1� �' : e � I� �i i, i� '111F 'J�1, � fl i. � " I � ,�jiliIIII I I I t Z DIMENSION & TYPE I I . it P1 [ij'Il � ll� ,i �'j I I i i � I N JOINT MATERIAL IN I - � !t I,1: �1 1;i 1� i I V i l ��,� 1/2" EXPANSIO .� '' - , ':'t � 11 it ,�I � I WIDTH AS NOTED ON SITE PLAN - �4) -_ B C D -__Z�T I .� � � j 1 1� � ,I 't 1 , ' ; I i i I �, � 3000 PSI CONC. 5" MAX. SLUMP I i'7� ,I! liir� '� : ;:,I 1 1� I� 4 �, 1, , 5 I 1)I � I !I 'I� ,i "R �i� � - i : ; : : , , AAk k �.I ; � � :� � � I I I , � �� " ' `"' 1 , � � , : '� 1 1 P � �z I I j-; � � 1 4 , I ; I -j� I A III I 1 �"i I, k � � lil":�I �'p'1I:':�1��`ilf I I g .I � ;I 11" I- / -I ( P 1/4' Concrete Section A B C 0,0 1/2'R 1/2'R I' R I I '' I - `1;­kJ n�l' :1i I � � - '�:X i".1 I 't,�� I tIIII I �11�'1 '�It ; � ,­ : , ,� � - - — Drive Isles 2" n/o 8" see ile . I ':' til� ; P; I I � i ,! , I I .. /'� - - -- I I -_ ll 4 "; 41", < 1, - f, I I -Ii-- . ' .-. ;". . I Pa king Areas 5" n/a see note I / I' R - I I I ! I I � I" I. I c� I ., . � A: ' . . 11 ..I . . I. . . . . . �� -� I I 0 �l t: '' � I , . -- . . . Area 11.5" n/a 6" see note I I l I I I i I _ I 11�' ,,Ill i �11, � I if ,r1/2"R (TYP') 1.5%(U.O.N.) ,,� BROOM FINISH . . .. ..A.. � . , . 4 d .-A, : . ... .. Parking I � I 1 I �l ll I�� �� ' '! l"!� . . . . n ", I I � ! !I 1 1; 1� � R' !�' I ii I � / - --- -� . - I 1. I I it � n 11 11, I 11 I �' I It . ' . . . . � � 1, � N ' A' 4 .., . .,.A -I 1 " I - - I , < .. ... 'W . * - ..., . ... � i" I I .I , I 'I, I N ' i'. - A 4 ' A ?1 . EXPANSION JOINTS 3I O.C. MAX. 1 Heavy Duty Concrete 1 6" n/a see note ' 1 1/ 'R I I I I , 1`_ '' " i If ,;I, I, .1 � �� I I ,I I� . �� - - . , . . . . ; � Loading/Dum ster 6" a see note . 1/2 —I 1/2'R 11 � : I � , t ! i � I : I . 1 12' �u I� I I (' lit I I � , ,i, I :' .1 I.. " - .. - . - . . p j ' , h I I � ' '�' .' .,� :-. - - 1 . .A 16 - I I I�1" �I I�i��� 3 ��1; 1 I 'I'I I t I I 1 t � 1,ii t i ;'t " 1.4;* .,.. .I" - . . ... .. . .4 2'R T I Ill ji, I '; ! r � III,'t t , �' 1:1 .1 � Uj .- _.,� - - I O... V \ \ " PROVIDE AT EVERY SIDEWALK INTERSECTION � I I 11, , : [ ill, '' 1 .�� Mul '� I �' �' , , ' I �i � 1: 1 �� I 5 I I : . .. . 1. �� L I . � ' - , �: I ��t i� I ,; Al _ , '*" r '6 NOTE: Compacted subgrade should be as specified in 6 3/8' 7' 7 , 1��� ��t�I I, !: , i �� i, � t: I I I � V I . . . I i ; .'/ - � 'A � �; , :I , l i I : _'7, ::'� #3 REBAR (TYP.) -V, . . . It � t � I ! � � - . I EXPANSION JOINT NOTE: Compacted subgrade should be as specified in � : 1, , " I l� I I, I I ji , - soils report. — L —1 �� __ ; , ; :11 />1 . I I I t I t t I : t � til I I 1 5/8' 7' � I , e l � 4 I � I L I I I � " I iIi ; r I l I soils report. I i : 1 6"x6",W1.4xW1.4 W.W.F. K I I I I CROSS SECTION . 1/4"R -" I - ,�: I �' . i I I Goodson Nevin : I I I 1:1 i , , ' IT/3 - Is, , I : I , I i I I I . I I � I . \ I . I . I I � I � I �� I I I (TYP) 18, : : It I I � ,� 'I I NOTES: I I � : i I I -7l I-& .. . , � I � I I I I t. .. - 1. ' . I- .. . . . *." 4 : 'I �: � I I i � � : I i : . .. .- I . .' , . , A.,'4.*". ... . . S-1 (SP 12.5) ASP MEDIAN / REJECTION CURB and Associates � : I , . . . .. . - I � t � ' , , . . . � � �� !' ' : I I '' 1'';I ,� ,I 1 t I I I 1. WHERE SIDEWALK ABUTS BUILDING, SEPARATE � ' -'. . , . . - : �&f-, ' W . ":,,�- 40QO 11 conc. CITY STANDARD � I : I � I t i I I W/ A 1/2" PREMOLDED MASTIC STRIP CONTINUOUS .'! - ' *.. * . - i . I : :1 'S' . . , I r I I ! I I � I ; � i I � i: I I � it I 1 1 1 1 !�� I pavin , I � ; ,I : �; 1 :1 � : � 11 9 min.) Consulting Engineers I ; ; : I i I � I I , � :1 [ I 2. LONGITUDINAL WALK SLOPE VARIES, SEE PLAN a . ' ' R � I , I �" 4. '' . � . I I I , t 1 1 , I t ; . I . .4 ==­�= - i t� I I � I I I I ' I t I" , , -.1' . . .,, _� - ; i : 11 � I � : '. ' X- 4 . _< - -, -111 ! t � � I : , I A - . X . ... ....... __.. ­�­­== _­____ I __ __ 11__ - _____.... ­�­­­ _­�­ __ . . I f: ' 1 . _______­_­_�_­­_ 10. ---I I , , I I I . . .. . 4 ____.__._­ 1 I I 1 . ' � -*,- NOTES SIDEWALK IN CITY R-O-W SHALL BE FIBER . ... .. .. ­­­­ -< 10, ----I 11 ,I I, i 1 I' I I ' � ij � ,:� � CONTROL JOINT WrrH SAWCUT .-4 4 . - I I I I /IN . . ------_1.___-_-___ ­­�­=�� I l I I � I :. ,- i I I i t I -, �f'6 )- l I� 'r , I I � : '�� �,t"'; ! I!, , . ; - � d&' 1, l , 'M__'� )I A I PtW6yi:61" , I I I "I I I I ALLOWED IN THE R-O-W �1 I i 0'�I Q �171 ", i I I j" I I �_'� i� I � I , � ; it , , I : . 1 4"R - I SEE PLAN base J)0 0 M, Crush - Crete — .cl�t"'�"�?Jc% It.> 1/2'R 8'R 1 KWAY, SUITE 403 I � � I I I I ;�";' I � 1 1 �- 11 , I �t t . . " _j1%... `0 I) - 7�'17'.:�&-" 'R I I I 1�1 I , !' t ' - (1, : I I, �'i : 1 � , I :: It I � 11 �' I ; � / � . .. - ___________._______ _T I III: i I I I I I : ' � ,I � .. �'_�_'_______________'_---------­____­;W_i"R_�� � - 0 F " , i I, � 1, I � 1 REINFORCED CONCRETE AS WAIF IS NOT gate 4) , i 1� ' i ' i I t ,� I' I Compacted aggre - I � :1 , :t I I I I — 1�1 , I : , � I � I � '' , ­­.._�---. _­ - � 7 7/8' 4'R 1/2'R ! " i, � I 11 I lill, ' " !! dil' - � � I -_ "� �D- 10 91 1/2'R I �,�" I I I � �I I I (VARIES) - � �� �I, � I � � Ii. squal"HI-111---ill-3 I` I I, I I , I 11 I , li: , (TYP) (or soil cement i - - f�4i ) 7' t� I I I - . - -----I I 1=1 1 17- 1"'r-iL, 11�=11_1­*1_,__1'_1'!fl`L'j� 'ML'ffi�� I `�n� � __ - ----III--I!A----jl . I I , � I i I I t �" I I I � I C�' I I i'� II, I , '! � I _\ I f--I iLyfrE!� �;7��_I � C .(�?_ 94 n 1 6' i [1 , . .-j:j:qg I�� -) i 1_-� I— -M---Ill-,-Ill 11 W 7' � I ' t � , , It 1 1 ;I � - ' - . . . * ' : .� z I 11 6' JACKSONVILLE, FLORIDA 32256 1 .' ..- . 1. . �'. :11 - 1__ 1 � I i t . . . . . : - .. . � ". .' i - -111-111 111--rigI I : t j 1 ; j I,,�'� :,! i t I i , . . .. . . . . .. . I... . I. 4A "'' ' ' -- - 7-11 =ILI j I I . . . , -,. -I.. . - . I � I I I i I I I , ,r, ,.. 1 - -L''�--=_ , I: -—, - - .- 1 1 . : : I I � 2 ' MIN. .A � .' I ..- . . A - .�A . .�'. .. ...� . .' � .. - I I I t I :, .1, . . . 4 ' '11 . -11 - ' L I: IF-T5--tH---]II�F I---- _�F' 1. (904)519-7770, Fax(904)519-7776 ' ,' l : : I I I � . . . , . . . . .. . I . .' - - --- U 1, , 1 1� I j it 'I . . I . . . .. . ..I I �i F- 'r t :1 � �! , , : . . . . . I . . i I m r�,-4,"�,L-f��_- - ,tF 11 � �(� 1;1 � �' I I i 11 I t :1 � . ­ . . 11 .' '.1 . . I I !,I � ���i:', �; � �: 4 ' r I I � * ' I' , I- I �, I 11 ii�I ' �� � � . I : i I i Compacted i I I I . � z 1� i :1 . s I, : I � ? i �'� -1 ­ � � . ; I I I I [� I 1:� I �I! I , t : , 1 I, -O" O.C. MAX. SECTION Subgrade Compacted I I ;1 I :t i it it - 18, �1! � ' _ i, I I I 1 '! EXIST, PAVEMENT � J� I i : i� -, � I I : � I t I [ ,� �i 1, � I l I,!, � I I ! j 1 , � I : I 18' 1 , f�t � I , I t�t I I I� .: � I , I �f , r �' � � [ I i 1:I 1 , I � : � I I: I - 18, � � : I � � i i , I I I � : t�; �1 - I : 1 � I,� I I I ­ ' 1� : �' I C. . See Geotechnical Report �1 � I I I � :i� '�I I i 1 � I� I I t I I : I CONSTRUCTION JOINT 1. SIDEWALKS SHALL BE CONSTRUCTED OF PORTLAND CEMENT i I � � 1: � � I !!! ! !: � I I . � I � : I I I I I : I I t � 1 : I I" r -_ � I � ' ' I t : � � � I I I i ' , : 1� I t � I I I I Subgrade , I I, ; 1 t � I : I , �� � ; : I : I 1:I�� : ,I, 1i l . -STRESS (NS), AND ALL METHODS OF MIAMI CURB I t i : : t � . CONCRETE, CLASS NON . � 11 I � : � 4 1 1� � t , I 1[ I I i: - , � � I I I 1 , I . 11 � 1 I" '' '71�\ _ �'NNI I " . � 4 �"V I : ; I I .1"�_­f­';'I'.­­­' I .� 11 I . � I � I !� I 11, l I I \ NO SCALE NO SCALE . �­41`1,1111l't , "� � � I 1 I I � I 1� . . . . . . .1 ' ' FILL WITH JOINT SEALANT CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDING TO ­ * ,,,I � I I � .. . 11 - 1. . . . I I..I.... I " �[ ' I, I � ,: I � : : I . W . . �. . ... . I �� I I r �, I . '11, I ­ � �,f!F���""",""���,,�,,,�,,�,:��.,�,,,,,,,,,�,� , ; I � :' i : : , I 1 I � I l!;' I .. A . . . . . . MONOLITHIC CURB 6' ��'�"'�` � � �1 ' I , � . . . . : . . . "."M" , ,,, ,,,, "';�bl I 1 � � I i I i A . . . .a 1, 1 ,1�1 I � I i I � l � i . THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE - __� 1 ,I . .11, � I I I I �1`� � I I '' LIMEROCK ' 0 . . .': . I . . STANDARD SPECIFICATIONS. CONCRETE PAVING SECTION ASPHALT PAVING SECTION .1 . ul: �4':_!'� 1 � , I � I: �� I I i � .0 H 3 r . : . % ��� ;fiR""'.'i�:'!'' ,.-.. ....... I I 11 � j�!.;I I—-,�z, i I i l I, I I� 11 "' , �, I 1, I � 7 1 , 11 � �I I � . . D' .. Il�''Iil":�:" 11 , :: 11 q .1 I I I... , I ..: .1.� I I I I �I (LBR 100) 100% ' ' . .. . . . . I & -_ 7 - - _T- _ � I : I I I, , . tl� . - ' I . .. SIDEWALK It I 1 i 1 I i 1 : :'' : 1 /8" RADIUS _\ 1/2'R I � 8' 1 MIN, �. I I I I : I : . .ll;', . : .' ' �' .. 0 . 0 � .. .. . . - _. -N'_. 4' . . 'W: 1,1,I....., I � I .. .. .. : I I � I I I I . . I . . .. . I : : . I . : .� I . :I . �. � 11 . : '..".. I I �' � I i � I l; : i r A . . . .. . I. .. . . . .. . , . . , . 4 .. . . 1 2. EXPANSION JOINTS SHALL ALSO BE APPLIED AT ALL SIDEWALK INTERSECTIONS. INTERIOR -':':-'- EXTERIOR SLOPE TO — 7' --I I wi� - - I I i I A . I '. i .. 0 O... '. , . .' . ! ; '. 4 4 .. A .4 . . Handicap Sign as required .. " 6' 1. � I : � t I :� , I i I I I � . . .0 . , :1 I '�";: : � I I ! f I I I I I MAX, DENSITY : . . .. A;,. . ., . . . . .'.' ,. :. ...' .' . � .�. — L � —— �t�t & 1.I I -, I - i � I ii � 1 , : , , � : ��, : I i� " . ... . .. . , ... ' . . .. . � . UNI-FLANGE ON D.I. PIPE WITH .'. 'j, f 1,� � � I;:, I I I : : i I 11 ' O.. . ... . . Ill' A . . I I I / ... ... . ' . ... . : :� I 1� , : � � : . . . '. .1 .. . by Local and State ordinances FIT D/W . I � i I � AASHTO T-180 "I / .. . . . . �' . .'. - ' '. .11. .. I . . 0i \ � Ill I I I�I;1 1 It, , I I i � I� , � � i : : I� I ., .. . .. , 4,it) 4 1 f-2$1 � - 'It I, . I I 1, I , 4� i 'i 12' MIN., 12' MIN. . 1, . .. .. ,: ,� I I I :: I ! 1� �� I l '' � I . " . . I , � .", - - - - - 14 .. - .� .*.*'.* I ���' I � � ' . ! ; :1 &: I !� I I �'I " � I �� N I ". I" . . . ..I . .. �.. ... �. _... . , ..� . ..�. :.... . . mounted on face of building. FLANGE IN A PLUMB AND LEVEL _ . e; � I I . I �� ": I I � 'l :I! i I � � 1 1, I . ' ' . .N 4. .. . . 4 4 . . .I. . � I I .. �"' �I I I I jI I I k 11, I ' I A . . . . . .. .I I � 11 � � � . . . It, . e.- -, . . 2' 1 1 1 � I ,. . ... . . ... - . . .. . . .'. I I � : I I 1, �'! ; ; I I I'� ��' I . . . .' . . . . _-�_� . FINISHED FLOOR ELEVATION , . - i ., I., . �� v�, , �111�' I '� I .1 11 1 i� I � "! 1� / -': '.'' I 18, I I I � I ''i I I:,:I� i t � I I ! '!,I , I I '�t 11 I 1�1��' it , i ;I I . . " NOTE: ADDITIONAL SIGNAGE '... ". _T _ i ,',,,:: I I � i 6 .. ". 1 I . . POSITION LOCATED 12" ABOVE -:.', _�' i i ".. 4"R I I � I ''t Ii'' 1, I I . I ,. I I I '�! �ll I , / PER PLAN ".... '�' I I I I I s I I I � I t , " � � i p-2 13 7/ 11 I � I I � . , I : it : I . � I i , ! ' ;,I I t['' . 01 '.- *% I.. IM, �' i: I.: I � . � I I ,� , i 11 I �tic , � P) 2 - I I 1, ,1� I if , i 1: I lv' : 1 i: 11�'i I� '�'�' if ETC.) CHECK WITH LOCAL IN I..1 -, I �iii! ........". I I ' I I , 11 I ! � � I � ( y ) 7 1/2" Ild, - " I I I 1[: 11�1 , L'' �, l���I , , li '13 I '' 1, � l� '� 98% MAX, DENSITY PER � 24" MAY BE REQUIRED (FINES, FLANGE 6 1/2" � I' r I I 71f� '';� , 1 i: t III . l"R (NO RADIUS WHERE . .:.. � 1,� ' I �.' ;�".. I 1 �I, I ii� I it "I,� -180 1/2" EXPANSION JOINT MATERIAL I am"FM FINISHED FLOOR ELEV. � . . . p: I '-1 I P :tll I 1 1 "'' AASHTO T 2" 2" - . ­­. ­", 11 ol'�­:' I t I � : : 1 7 ' I l i I I ,I I - - PAVEMENT IS FLUSH W/ I 11 Tl�' .� � " I I I "I I I I �j , ',' i , L I[ i � : � i I 11 ____ '''.' � � . - ;; I i ill Of, I I I . I " , - � i, j �l � � � I I '��' 1 Lni SIDEW . '... I I I ­ I:�� � I' 1 : I �' '', � ,I 11 i 11 I iz�:� kLK) GOVERNING AUTHORITIES __ .. � I I it � ' " i ��' J' ' i, , :� I . . � I F ' I� i , 1;j IL,i I,� "i 11 � t " A .. #) I , I �I I -- t,�'I . , I 'i � I t � I 1, I-�1� L I I � I � rl l � 1 , I, I ��; I . EXPANSION JOINT :.' Il , , I I � I I ' I � : i it � i''! . �: � ! ill !, 1 1 � 'I . '�'. - �'4' ... �I�t".`l :-.�) '­l I I !9 WITH CORROSION 'I '' ' I - i i , I : � if�I'� I i � I : I � 4f I I -_ - I . —... - � t I I I L I ;i� I I l I I i � I I _V___*__ �'.� = . . . I I t I i I I I I I 1 i � I 1>1' . . :. . I I I I X(1.2), MAX.. -- 7' --I � I I ,I t : [ I : I .� f � I - X(1.2), MAX. [ '6, - 'r-1 '. . 2 C> 1 �_2" square tube with PROTECTION I . FINISH GRADE I - - 7' --d l I ! 1 :1 I I; - . "I .� I . I IL � I t I i I ' I� I , 1 � I� I I � �i I � I� I - �ll'.:1 '�".'�Rj - . i.. F=_ I ".'.I. - 24" 1 � � ! I ,. I I t ''I I , '' , I t� , it I ! I I , I = 3000 1;I J i�� closed top. (TO BE . . I Mi I I �' 1 , I I t I I I I � f'c P� MIN It, . .. . Ii [ I I L I I I I : I 1 i : :11 , � I � i I I' I W 50 . ,I I � � I t , , e L �' C:) USED ONLY IF SIGN IS . I � � ii I I: � I i 'A I I . � 111111 I I I I . : � I '� 11 1 : I 1 ; I � I lk I, I I � ;it ,<CONDUIT OR PIPE r -k F I I I � .....'. I� � 1 � I ! Ill � : 'I I I � I . I I I I I 1 ,4:,. g NOT BUILDING MOUNTABLE) DUCTILE IRON PIPE--,,,, . ' * HEADER, DROP, '' �1 it :1 I . I 11 ' I � i!I ( *. 1. * ' * FDOT DROP CURB (INDEX 300) ;I � I � I I : i : I : i � *. '' �� :t t [ � ll� I I I , I I : I L I ' - � , ; I �! I I i I I i / a i - � � � I I i i , I . . & MONOLITHIC CURB It : I I :1 i : I I I .. I ; t 'I; I 1 t I ,:I l ! I :� : I : I !I , 1 ': , � I � I I ...' .. EXPANSION . z 1. I ;I I I,I I I� i i I :� , 1 . I 1 ll 1"... : PIPE BEDDING . : I :�'' I I 1: � . : . ;.. .... I ' - .1 � I , : . \� 14 1 1 D.I. Ill ELBOW ":..:". -:....".."', .. NANCY HOUSE I � I - : : I �, ! � � j! CONTROL . 1.1f... ...'."', � ..- 1 :�:z I " I t I : ! I � ;I ... . ."s ' JOINT * NOTE: TURNDOWN CAN BE 12" IF PAVEMENT IS FLUSH WITH SIDEWALK - - . . I WITH DOG EARS NOTE: EARTHWORK SHALL BE PLACED TO TOP OF I : . I it I I '.... , ' * X , , i � I I : I I [ , I � I ! � .. ' .''' �"!, -\ 1 ; I 1� , I I L , it :.: ..'...,t . JOINT - . 'k. . I I . � � ; i� I . . . it , [ I � � I i � ' :- - . ; .*�' ... . *. ,.- RESTRAINED JOINT I I I 1 �� �- 1: .. . .� :'�:" _r;. . '... . .. .- � . 1 I i� ii ; I 2 1 I I! : � I - . - FACI LI TY I j I I , ;! t ; F CURB WHERE APPLICABLE, I L � : l i I t I I � . --I 1 1--d I 1=1 I I V. - - _ I IF , � . i I� t I i I . I I I I 1, j ; . � I THRUST BLOCK I I : I t i I I I I It I I �ij :' t L P � I- � j- _T-1. I .. � I ­ I , I -11 --- - I I � � ,, I 1 12' 12' *6 _ ' . l�' � :, ,i.; I I� � � . t t� I[ ; :' I- Ill .. -1 �_ It I .: i� I .1 t ,1, I I t '' 0 a - ...T .: __ tv C r I I � I 1.1 , ! I " : � I � I -1 -- _� 4 ':.."`-��';:'. DUCTILE IRON PIPE ; I I � � i I � � . � I 1 1 1 1 . fl Ill .. -.1, oncrete filled .'...�11..:,....: FOR 11 Li � k I� :i I " I � I � I !, . MINt .,::_, I I � I 1� � , I : I MIN IN - - .0388889 CU, YD./LIN. FT. 1 � I I I � . I I , I I ! � I :' 1: '� I I I t ; i 1 1 ; I -Ill . * - � I i �� i � �' 1'' � I , � l �: � " 1 L , I : , f _T NOTES: ­­ I 14-1 ___' "��' "--FLANGED D.I. FITTING .0322222 CU, YD./LIN, FT, I r� i �1 ;" � I . I ' , ,, : � , 1 I NOTE: post hole 1 i 1 'I i : 1�: ' i � !! � I : i � : � '� I �� i 1 , I I � I� I I, I , : :1 I� I ,:1 ll 1 ��! : � T 1 ,I i 1 I = I I : il7 � �" t ;i ii PLAN 1). SEE PLANS FOR LOCATION OF DETECTIBLE WARNING. I 1�� I � I I� � 1 � il , �:! I i�! I : i I I METHOD AND MATERIALS OF - ­�'��P.. I � I I I , I I 1 � i � I t � I � 1; I, ' 2). CONCRETE FOR SIDEWALK SHALL BE 3000 PSI MINIMUM. a .. . SITE FIRE LINE MEDIAN CURB .0411111 CU, YD./LIN, FT. �I I I � � 1 I � i� I !� � , i I, , !�. 1 I i � I'l �;'l i I 't� � I I : "_ i I I ! I i I. i REPAIR SUBJECT TO CITY � I �i 1; It, I � I I . � I I NOTE: (MATERIAL VARIES) I I I � 1 t: I 11 I ,I . : � I � , 11 I i� '' , ':� ' I OF J � I t , i � - I � ' i ��' I I � I ' ,'I. i � :� �1 !1 : � FLEET LANDING I � ': - : � � ! , I I I � � � MIAMI CURB .0325926 CU. YD./LIN, FT, ,l i ill [5 ACKSONVILLE CONSTRUCTION , ! i I !� � � , I : t , I I i � � I it ;i , 11 I, d � . , I � ALL PIPE SHALL BE LAID, RESTRAINED AND , .0314815 CU, YD./LIN. FT. I i I , t ' � ' I , I . 1i � �I - I I REQUIREMENTS FOR NEW PAVEMENT � ; I I I �' I ] ' � i It , t I � ' ' I I- ' , ,� !1! �� �it l ; ' '1�1 I'l, �i �l � I I d I . I I ;� I I - .0244444 CU, YD,/LIN. FT. i � 1 , , l� T �I, 1�1 �!: I H, l I I, I � I I . TESTED PER NFPA 24. � I : I I , I,., � . . . : NO SCALE I tI� 1 � 1 t !I 7 , 1, � � ' t � � .I . � - 1 1� I � : ''I � I 1 1 it , �t 'i ,i Ii � I i :1 ' I I I I �' I I I � ; : ' i I - I I I � � � I !l i H; ::I �':1"il�' 1!t :1 11, I I � � , I 1j'I ' ; ;I til, ' . I � I 11 I , , " t I I : ''k , s It , �i III , , I � I I I ,.j - "I . I I I I' ! t Ar��it � :'� : 1� 11 ,�' I � I: '�if,�� I I. I � TYPICAL SIDEWALK DETAIL . TYPICAL HANDICAP SIGN � STANDARD CURB TEMPLATES �� !, I 1 l � I "I t t g '� �] i� � � I � � I l lili I ' 'II I I ;� I It : L 11 i I 1� �1� �i� I l'I SPRINKLER RISER I �i iit I , j P;it I� ii i �1 ��l k- I I -1, ­ � . I lf �i I I . 11 . I I I 1� , I I I ;� 'il � fi� t � � I� : if 1�: 'i I 1� jl �" : 11'rl CASE I PAVEMENT REPAIR I . I ) � , 1� 1 h"� ii MAYPORT RD . I, +� " I 11 i � I 11 . , I � �!"`I"�i� I� , I: I 1 �:ili li� I! ,: I T I ��I' I I I PAVEMENT/STABILIZED PARKING AREA I I i i I � � I l�' ' ' ! p I I� 24" . 20-0" it I �� � �� �� I � " I Note: All traffic flow arrows to . I� 11' ,� I � I I ,I it Iti 1 , � I , I ' 1 , - I I I . i I 1: : � I 11 � I� - I I 1 , I t'I I I l : I i! t I I I � I I I I�: I I � � 'l be solid white reflective traffic I I I I I t ,t �, l__?..4" MAX. I < 2" 1 I : I ,;I; � , I 11� ill t 24" 1 SIDEWALK 5' TYP (UNLESS ' I � I 'I -1 c�' . I ' ' ' ' ' I 1" I I ` I i �t 1' 1�' , i ' � , , � - , 1 .6" MIN I i I 1 i� � ' :1 : 1'' I I !"I' ' I I I I � i I 11 , I ;� I I I i it - . - - ATLANTIC BEACH , FL I � I " I � I I Ill I � 11 I � i l '' � , �:I: A point as per dimensions below. --1.4" MAX.: OTHERWIS � I �11 i I I : � 11 I I 0 ,,-Rl-1 Sign : From All E NOTED) I " I I I I I� 1 1 1 ! . I I : :� 0.911P I I I I ill I ' 1. It I i , I 1 1 I //1 _� I I I I � ,: k'�,l'!��',I I , I�I A '' I t1l, I I 11, I ,'' I , i 1 1 �' ji� 'i 'I, 1 11 I I � STOP I r 4,5" IP__ 0.2" ± I � I I ' I I .; I it � . I I t r 11 I :I.tlt t It I I I It I I , 11' Red = -_ MIN.-" 0.02" 11�1��11' � -"11'l'-0'- -0 �' I ,, , I"t ��t , it I , 'oI' LLJ 3 x';F I " I It ' , ' ��')' I "' ' ili'� M - "''�!:] 1-gRIII ,_ I 1 I � . 'I, t� I I 1. I ��111 ll�jc R I I I I " i , , , I " , t I I I �l 11 '11&11 I"! �'t 0, � I "i - I 1 :2 _____`. _k �:L ,4-, �. I i ��"g,, I, ,,,,,� 21,� I I I I '�l tt 1l; �k i '' I 2 Background I r III I 1,; I I � - 12:� - ---1 '\ i��;2'�',� : � �' �i !� �" �l�I � I I � 11�1 11 . i N I �j I I I ,.q- 00 - �" I - I I I i ��' 1 � I I h! I I A C14 �<> 11' TRUNCATED 7 1 � I � � [ I I I I i i White Letters 1 6.0' LONG, I �? I � 1 7 ,i i I � : I - 0- I . __ --U U M L Z:) �jj�qq'i4'�'T'�� lq':" � I l i g � �: ! I I � ; ____ HALL BE A - - I - I I ; L I� I t L I� . -1 I - . I- _j- ­�"�tv' I I . I ' : li' ' '� STOR,[ I ` � , �' c I I t � I '.1.'.... PRECAST CONCRETE u M -_ See Detail < I I it, I 111� i Ill �' I . '.'' ':-1, , I -1. 1 4 - - � � I I I . I . 1. _ I TACTILE SURFACE. TRUNCATED DOME MAT I Uj N.,��I l i I it I i 1 i! I . :.1' . i'. . M "i � I � i . i . '. ­ .Ic PARKING BUM Lo' 11") 2- � I , W , I - 5/16" x 2.5" Ig. I - .: .1 , CK 0- l� c � I I I I : l� I l I r_ ,, � % .: BER c) �� 11 I .' . I'� 1 � I L I I I '�I_� 2 x I . . .. . I SHALL BE APPLIED W // 0 � : 11 � � I I .' ".. 0-0-c) Z7 N.- AMP �L-,) ." I 1, I ! 1 I I :2 .. - , R I— . c 'I ! :I I � y HULS I lock "� . .1 �_' - ... .� _'� '9 i M i�E . 1P I, I AND IN ALL ROW APPLICATIONS. . I 11) '70 CURB . �_�LL 44 1 1 � , L0 < . 1. I � [ i � � �� I !� I I I 1 1 1- pin hl bolts w/ ""� - "'0 -. W W � � " :2 : � .': � - - . I U , . L : "I� , " l �! I �� I Ii I", it , 11 � -I,,- - vj �." :-1., � 0 0 Il>� � ! I 1 1 �[ � '� 'e 0" 0 'i I I � \' , : � r i� 1� : washers i't .. -1 �'� .:.*-,.-, 0 0 0 C)C 0 1 11 i� I : I L I - . I I .. � 11 - ­.- /� N I 0 0 0 0 < li-i I I � I�1i I I] I Ii I MWJL�_'.16:"� ___-, . '�'_'_ " 11P :2 �.��'i � : , : I . il I I ! I t 11 0 0 0 C I � t - � I'�Im'n""�""��_m'IA � I I;' " j t�I� t : I Ii I -Post, TRUNCATED DOME '�!"!'r I , 1, ')�Illill I � - . .? 3.5" steel U I 0 til�t�" � I t C-4 1 n "'��:� � I I " , ,�t'"'" -q I , I , " I � II �' t it , . - ;� USE 'H-20 RATED COVER tl"J� I I � I , I I 1, L ,lt f� L ''t L'!,PI] I . ,� I �,-�i- - .1� 0 C V� - I :, 'I I , , " , I ,� I I 11 - � '���A I I � . : - 0 20 111- I I 1, i �� �'�' � "," 'i , t )i I I I t , '' '' I � Ii � .: 3lbs/ft., I . DETAIL N.T.S. I 0 C;1 0 -_ '­ I �i I if 11 . " 1� - I I � � ' I 11 ­ - :� I � I , , '� I I , : '�J'h, I I .' I : 11 I ,I �I It �' , - % i'� ^U-) LABEL : STORM . I 1'1� I , 1 2' ii � I -I 1) I �- � � /////////, I , �t I � I I� I , - � I .�- I ''�, I ;' 1; �' 1, � t � I 1 1 �� ! ;!, ,I 1 . pointed enamel green , "'_ # 6 ANCHOR_.PIN DETECTABLE WARNINGS IN CURB I I Ir' , t � 1 ,I 1 " - � 1-9 11 �' ! � lt �� �, I , !�' 1 Ill ; !! I �-, L . � '. I I F 4 � I � 1 ��'' Lj,;:i I I - I �" i � 1� _�'.k' �.'V a - 11 I 9 �'�1� 11 I��"�' I"t I 1 , I 'I "I I � ! :: 1:1,f'� , ;I�,11.1'1�I-_ I I 1 16" -LONG �PAV% S SHALL COMPLY I !��� 119 ' I:L ,I,;, _['��' , � 1i I ;i iff Ps!" � �1� ; I 1�t _jl%�'i�j" j, j:; �,i� I � 3/8" dia. holes on 1" - 0 I I I. L '� 01", (�i i "i I t � 41 ., ­ , 1, �i it��� I'�' j, � � I ,� I' 0 'f:1 J�� ,, , f , I� 1 -30 L Note: Arrows reversed for left . 111r� I ��4� 1 1 I� It 14�' il�i ' " - " I , �,j!III 'U' ", I� III . I 1;I'�Ii I centers � I - I - I LO I NO UNPN ED) WITH ALL ADA REQUIREMENTS I TTER . � 'i" " 'I , ' i " I 11, I _'�.' _:::� - BRICK . - I I ' I , I - -1 '..'' I I t:_ I �� 1 � , I �t � t: I i i , 1 1:�I��1 q, I I , :J!, �� � �� , 'ilIl I I� it ;� ,�: � Note: All regulatory and warning signs shall be high intensity turn application, INCLUDING 4.7.7 / 4.29 A I CUT & REMOVE EXISTING CURB IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��t ,i '�f: I � i, � ''ii :� �, I I I� 11, I -�!N � . �!�I I III " � � ' iI; I I ' i� '' i . , INDEX NO. 304 & GUTTER TO CONSTRUCT TRANSITION T ! �' ,I Ii , I : , -11 �' 'ItIll 1 4 �'11 1 t y � I I '! �' I �� I � . I, I I I I I � � � reflective sheeting. I 111. ­ - .1 � I I I I �i'!t : � -It", I , i�' , .1 1:1( '� ' [I �i I : i 't 1 '' I 11 __ I . � . I . � I DATE : DECEMBER 18, 2013 l I , � �j; � I I III! �i'i� 11 I I ,1 � I ;l I I I 11 i 11: I i 11 Ir �i I ,I I � I .11 1, I � : . � --' . I I 11 '� �I . RAMP WIDTH I 'I,'' � i It �! I t �� � TYPICAL PAVEMENT MARKINGS I I ; ��� ;: "1, I 1 14 � I It — I t , - �.i�'��I'' � �� I �i' )L�' � RAMP WIDTH "�"' : 'tJ : , I i 1 ;i le l I I : I 1 :�' - #8 2 6' 0.C. WHEELSTOP ", N, V�t j' ' I i"I�t'r ,� �f' I ; 11 I I I I L i � STOP SIGN DETAIL 2 �' I I '' , �Wt!rl 1 ;':A' : ,I` I I . I t: �I�'k�r'4'i 1� , I I 1, �I I SEE PLAN SEE PLAN PROJECT NO. - 11252.2 �: 1. I 9 11 t � ___�' I I I If �" i�li:� ';�, ,, ' �,; 11 11 � , I � I � 1, 11 Ill :"", ��' :P11 11 i I '.'I'li I I [i l'�' I " ,I 1-1 �' I , ,� -1� " I ' ". 11 '�z I ,�� I 11 1! ill � It I I I I I t � t �'�'t�t I �� � � �' l . I 11 I - I I , I! , I �IL , I '[ � � 11'' I I I I I � _P" i �t� ,I "' � i 1� ` " I I ll�� I 1 ! i �' - � 1" � i - '� I i: I � 1 1 'I I I - �L I � 1, 1�:i 'i I � I , I � I ��' l�t I I I , 1� ' 't, !I L� 111 I � � � � l !�l " . I I :� ": I , I, � L� I i I . t ;'' �� � :i I '' ,, COVER I RAMP & SIDEWALK ,1 1 �1 I I'll i �I' I i I " ' ' . H WHITE TRAFFIC I I � , ' , � I � Ili I I ** PAINTED WIr I � RB I l I, : ` Al �' 1; I I. i�� I CURB 111� I , I 1 � ��r 1�� N !� ; 0 � !11 I I �1111`111' " I i I", � i I I t 1 �ti 'i . I PAINT WITHIN OUTLINE SHOWN --,;/ I � , -ii ��11 :" � 1'� 1�i�� ii i�� �, �Ii1 NJ '�FACE , CHECKED BY : JOHN NEVIN. PE ' ,r I "I "I �'I� I: '� I I '), . 41 ��;l I ��'t l :�' I -,'; - �1� 1�1' ' 4 � - , : lt� I I ,,,,, - " I , �' 1��i , I I : , 1� �! t r i� � : �i I - "I I It �!' � i I j I I� I 5"R I 1 : , . � : I I , . I I ! i; I i7 I � : ; , B B GRASS � I I I I 1; �! I. WITH LATEST EDITIONS � , t , :� I 1 ,�t!, � '�� 4'� 1 �l'[[ ['' t !� !�1 1� � . NOTES: USE H20 TRAFFIC � . : � ,11 I : ,: t � L I It �i � ! , � I � : ,� I� I til i! !I '' iLl 1 1 � 13" 12" 12" 11 � OF PARKING SPACE I SCALE - Ill i I � i it t FRAME & I . �� I I � 'I' 11 I ��,I 1 1 1 -_ - SURFACE I z I � � 1 I : , I - I i ''I I t �1 i . I I �1 l I I I � I ! I I I I i 3/8" ill Ol GROUT I 1. BEARING GRATE, -� TACTI LE I i t I 1 1 � � � i I 11 1 '�LIE I I // � I � I 1 L I r13/8'flf H1 0 L E I ,I "I'll i I : ­ I SURFACE I I I i � I I I "I I � . . , I I I I: I � I . I i I � � ''I � � 1 I I � 11:1 � + r, .' PLAN I .. . if I 11 11 PIPES MUST NOT BE IN � l t I ,I:,� : I � -111 .I 11 I t� � t ' I I � i� 3 8" 1� . I A I' � �, I = .%" . I Z 2 No. Date Revision I I III ! I I ;l , "I' , , �; ; :� !I 11 In I L-I I _____� x2 x OINTS 11 � I , . I 1 �,� I I I � � ;!.. I , � - I /T I I 1, I 1 : :; 11 I 1: I�L�j , I j i �; ''!' I'lr I t .1 . - ADA REQUIREMENTS) I I � Kl ' - I ; I �i�l� I '--1 o 3/4I" I'. J�2 1 1 A� � - q��� .- (��D I � I 1 1 ! 1 1 �111 � �' , I �"': 1 1 �di I _I - - . I I I :: I I I 1 1 � : I I i I-�F i f , 21 . 1 -81 �!' . : I L i, I � � I ­.tl BRICK � I I � I I I V � !it : CONCRETE . �j 2 � 00 I � I I I � L I' i I I I l" I -11 I - — � ". 774 11) I 1: I I I!:I ; , I I I i III'!! ��ljj i�) � I I - y I�// ----- � / \ WITH INSIDE WALL I i 11 � ­ �t "I 11 ,I" I , : I .- I : r �' 't I I 11 l�� - . - I ! �I '11'�I'i I � t '�'� ; i I !V�Ii � ;� ' !hl � I :.!:.� RAMP WIDTH ote on Handicap Details I I . � 1 1 1 1 l � 1111 "� ­ � !� I I SECTION B-13 __ OF a ....' GROUT 'RAMNEK' . l ��� I I � " . . . - " I .'' ;j '� !I: . i � . � � 11 �''Ir �'j� �' COVER < . . 4 -_ � 11; I ; I I I � itt � I I - .. . I I... ... - I " i, . I i , : ; . f i ,r 11�1: >_ STRUCT. DIMENSIONS SEE PLAN ­ 3 1 1 1111 I I I " it L'i'j l I= / OR 'O' RING JOINTS . ______i\ I L I I �, i I I � ,. i, I .1� ti� ) I I I I i.i;,I" il �:��� :' � I I PIPE TO BE t MAY VARY SLIGHTLY I 11 ,I I I I � . , � 7i; , : I I ; 1 , �I 1 � :1 Ii "" �1, 5 i I I 1 I'�"I,1, WHERE REQ'D, (44" MIN) RAMP WIDTH 4 1 i i'l�N . , , j, i i ,, i � �� 1 I , , , t , j '11 SAME SIZE & PIPE MUST 1 4'-O' J-1 ) " I I , 1j t " I 1, ��I 1 1 I 9, 1� � �� BUT H-20 LOADING "I 2 . : I I I I � 11 . - -_ _- -11 Ii, I ., I I I I I lj��!tt�t:`� �: I f���� ' , � I l� � I MATERIAL AS . Lf) - I !�" I I I , - i�' �'li ­' I I j �� : 1 13 1/2" 1/2" V) � ( \ � RAMP & SID -__WALK�/ SEE PLA 5 1 1 1 i I I �il� I 'li � -i"'11'11 t , ;' �11�' ' " 11 i, It i�ii I J I SEWER MAIN Ld -O' J-1 .A MUST BE MET, '; I I I I I :1 � 14, 1 V � � � 1/2". 5' lk ' t I I I I I I I I I , I . I :� ip:: T i� I � .11 CONST. JOINT - -MINIMUM WALL THICKNESS I ^I CURB (44" MIN) , it 1, i �'�d I'�' - I t �� i 'it J!!"�i1�1�� ,I I !I , , I - - --) : I �t ,I � � �'�41 I, � _ I , I _ :� J'�l J, , " I k i , �'�'� ,it �;�;�'� ` I I'1 i I I r 7/8' Al E2 \1 -4 r - 11 I � �I I� i� .1 I �"!�I' (I I I I t! = < . 6'-O' J-1-13 CONIC, DESIGN N A I I . I ,: , �; I I It � ' . I I I 'i [L '�t 2 - I I .I � I I I !',I [� 'I 1 It _F I I � , I , �� t: l� 'I 1;f,1"��!1 J� ! �� A A li . -1 I IE�_�I I ) > CLEAR THE DIAM. OF THE RISER, I I 17 It _1 It I I, 1: 11, ��� , �,III �tl: I �],�i t l�"�11'64! 1-1 =1 I 1=_1 I 11 . WITH A MINIMUM WALL _\0 11 - , ! li 1 , ; 11- 1� 7'-O' J-1-C SPECIAL CURB ,� , ll� � I I 1,t;', �f Tif I I I,: I I I I , - ff) I to ::�2?'/F T. STRENGTH 4,000 P.S.I. � RAMP & SIDEWAL N' 1 :1 �I' I I � 11 I � , � �f zii::�l � �, ,�: I, � I i, I � "I :l ,it Il I; 11li: ��H, 11 '1"''Il"'� 1( I ;t -.1 I FE1 I I THICK - 12" 1 1 1 'e_i N/ - I 11 t I l i; i !�'t � I � ;i�'1;4j ;� k 11 k 'I I, I 'I 1�' t. - � TYPICAL STRIPING I . �� - I � ij L , �' 1 ,l; I '' t - '' I I t I I � . � I I i i, � I '!I - � I 1=1 I I .� � \ -O' J-1-D 11 k I \ fl�' 1 14 I 4 �� '�' " - 11, \ H-20 LOADING , : , � I t I,it i I i 1,; I : I 1 t�jl 6"X45* \'.'.,- . , M.1. 81 __ - TACTI LE .1 I I� I I I � ; . :;iz[llr� I 11��� I I I 1�'T : � � + -- 6" PLUG Il—1 . . . . . I � . " 1q, ,, , � . ' it ; 1 ' ' I . L � I:i�,i � __III= 11 < I - � I i � i I ! I It I - I 11, ��� , �I, ,I i I i i� I L it ,I.- T-_. - - - - -- -. - .-. .- 00 I [I ____jj � SURFACE i ' t' , I : it , ' � �" I ITI� I- I ­ I : I : I l�lf'!'�1" 1 �tA� I > I , -O' J-i-E SPECIAL � I I I if I��:tl lii I J�l" ., 11 I[� ///'�'V//Z�I I I_)'�/ /// x 9' 1 __ ' I I : l , _ r � i :,I I, I, � I 2 3/41 1 Q�� (PER ACTILE SURFACE * 7 ' ' ! , :'� fl � , I t I I I li 1, , If"�� : I : J' , : 1 1 1/2" A� �'f 'i I 1� I ,� !�� �: � I I : I I �� � �� " I , 1�]I , I , 1 I I � \ - I t ' I I I if :; I �I t L I I � I; - t I I i I i L I � I I,I � ,I I , If. I , ,. I" �I , I �l :I i � . . 1� . 1, I : - I I : 1 :[ I '� i , I �: It '� I I., 10'-O' J-1-F Ilt ADA REQUIREMENTS) I I I I I � I , � I 1�! � 11 I I I i't�' , I ! I I ' I , ! �! �: I . � I :'� 1�� i �i i IL I I : I ' ' I \_6" WYE I . I i q�� ADA REQUIREMENTS) I J , I I iL� N : 11 i It i I Ct� I 1: I It ,; . MIN. �0_ I � . - i�� �t I I l � 1 .i I ;;I! I 1'' I �t � . - I I �i � I �� I 1 1 1 I F i� I 11 ! � 1� I I� I I '� I I I � I l i I I ' ii ! t I ' j; lit;L � ' ' , ! BEARING CAP I i I I '! i il� : I ii I I � ,t� I I FRAME .� � 'I 'i � I� .,� t I I I I It PE MIT I I ' I � ,: 1� I 1�I k, 1 11 I I!'' � t 1 2000 P.S.F. � ,. '� � , I �� j it I 1 1 1 J �'�I I 2 '­1 1 i NOTE: CLEAN OUTS LOCATED IN PEDESTRIAN/SIDEWALK AREAS SHALL HAVE CAPS FINISHED FLUSH WITH GRADE I PIPES SHALL BE FLUSH J-1 THRU J-11-F I 0 Ly I " I i � r � : � ' I '� I � � I- � I ! 01 I: � �I I�'' �, L� �1 BE ADA RATED. CLEANOUTS IN VEHICLE TRAFFIC AREAS SHALL BE FLUSHED WITH GRADE AND H-20 RATED. WITH INSIDE WALL. I . __ __ 8$0 1 2'-O' 8" 4 ! I l : � : 1 1, ' � 1 J� 11 I it I '� .I � I I I h � I I I I I I� � � 'I . I L I il , t 1 , I ' ' - - - . , i L q lill, , I I Ili I I � , ' , W ­' I i I , 1 , t , � , I L ji ]� "A 14 , " 4-t - t I ti f , 1 I I I I.- , I t I I ,'' t 1 I r " t t 0 ­ � � j! � �'�� I � Ti 11 I, �'wil " ''!� ''I I'll, 1111 1� T , � i , , I 2" x 2" x 1/4" 5'/4" 1 1 1 t I I Ii : I �i I j � �'I' ,I I , I z � ' . C� I I I ' I I 1z 11 1. I : �1 � - l � I I I I, �'� 11��l � ! � . < - : ,� I " ft: It] : � it I �' - W ONSTRUCTED ON 6. THIS STANDARD IS NOT INTENDED TO BE THIS DRAWING NOTRELEASED FOR L I I 0 . . I : I 11 I I - 1z I I 1 I i 1 11 "11,I ��� ',I I I� t 0 i I 11 . � 1. � �i "I ii I I I .1 �� �t I I !, �t I '� - � .. . . . . . I I ,� I I 'L I t� l I I I I , j!1 1 1 I � ; I , i , , i I . CONSTRUCTION UNLESSSO NOTED � Ill I � I 1 I I!I , i 1 1 1 I �li I il �, I�'' I ' I... I I — C'4 ABSOLUTE. FINAL DETERMINATIONS TO BE I 1 I : I .. ;,I I I �, i ' � 1 Il I 1,' t , ' ' '� ALL EXPOSED CORI'l , I I ' I :I I � I 1�4_ ANGLE IRON SEAT�� I I � It I , I�:: i ,; I I � I , i� I I,' !'i " �i�"I I 1; i! 00 I I I , I i � I v��I� I �li it I i IM : I STORMWATER MANHOLE HEEL STOP (TYP.) 1. CURB CUT RAMPS ARETO BE C I I I ��,� it I " � � l, CLEANOUT DETAIL I ,t �_-, // = , i i � i I � ALL CURBED FACILITIES, BUT � t'l ", I . - - * . ,I 1 I i t I I t I i t I . . - I . - . . . A -1 I I t : �' � 1: I l � ! '::�� : I ! .1 .. . I 1> . AND LOCATIONS WHERE A M ' DJOINS MADE IN THE FIELD. . i, I I I i ,I� � I ., '" 7. � f I I r �' ': . I I I � �!" I ! 1� I � � I R�R-- ABOVE. - I j t � I I �� I I ... I I I I 11 I _T . -_ I 1! I i : I I I I ,� � 1 I Downspout . & SIDEWALK EACH ! I I: � t, : 7 � I . ; - i � � t 1 , i � . , t I r." 7. MIAMI CURB WITHIN LIMITS OF WHEEL CHAIR � t , I 11 �I' I It . . : I ' I '11�! I I - : i �I, I � I — . 1. . .111- CHAMFERED 3/4" A SIDEWALK; THE CROSSWALK __ -_ 11 , � I I � 1 � !� : : i: I ------ (SEE ARCH. PLANS) . TING TO REMAIN OR NEW I I I I : � I : �; � , I I I It ; 1 f � I�� � 1 -1 . 4 *SIDEWALK FLUSH WITH PAVEMENT I � RAMP TO I it I I I 1, I � ; : :; I '� I i I i I I � I � . V I. BE "LOW CURB" TO ACCOMODATE i 1 ' � : I I : �' : I : � [ t I. I I , I I 21! � i � , 11� ;1; 1 � I - I i I � I I . i 1 � ! CAREFULLY CAREFULLY . I SEE PLANS FOR LOCATION OF .I." � - MARKINGS & CONSTRUCTION. "�' � I I : ) I I I! � i I ; ! !I 1 I I - ;� I I ,� i : ' I ! � ' i � �: I 1, - I I i �[ : :�i i'� i I � �! 1; it ,� I I I 1: � l I i t I I � I . � � I� I I COMPACTED . . �� ( �� DET. WARNING. I i � I ii � i ; � : It, I . � I 'MAX* Bc+18"MAX . IIIIIIIIIIII V) - , . t1l, * . I . I � ��; : I I I �� �j I I I.1 I I . ,Bc+18 BACKFILL . — 6" Steel Pipe filled ire screen for rodents = . . . 2. RAMP. LOCATIONS ARE TO BE COORDINATED WITH OF TRANSITION. MAIMI TYPE CURB & GUTTER I I I I I ,I , BACKFILL 1) _____ I � I � i ! , , I ,� � I � 1�� � I I t I I Bc+12*MIN.' Ili,.. ,.-,IV :n . & IN CONFORMANCE WITH CROSSWALK MARKING DETAILS SIMULAR, CURB TRANSITION LENGTH �� " I i , I . I j': COMPACTED '�. . Transition Boot I .0 .:,.. 12:1 MAXIMUM RATE FROM GUTTER TO END ! I : � !I ; I i i Bc+12"MIN It n . WHITE PAINT Al '' I I I i i :1'' I I,. I h I . . I ; l il : � 11 ��1 , i� � :1 ".1 '� I ,,, l I 1�' � I " I Bc IN . . CZ) . . 4 w/ concrete. (Pointed hazard yellow) I a_ . I It .. � 3�� I i . l I 1�1 , � 1� -__�#4 @ 12" O.C. B.W. DETAILS AS SHOWN IN THE PLANS. SHALL BE 3'-O". i I l I � I " I � I � 11 � � �' - I� it Bc - I .4, &� - PAVING AND I J 1 1 1 I ` I : 1� ii �' ; I� 11 I : C4 1 : LU . � I ' I j I - A .: . � 'i I I I , I ''I I i ­ I � 1 1 � Ld 11 1 3 EACH 6" WHITE . . .1 ll t I � t '' 11 . � I ) 1-d- . . I 11 ] � � � � "� , t I � I I, 1 /11 / I . �VT- ' 1 3. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS 8. SIDEWALK WIDTH TO MEET REQUIREMENTS I : I I I � , 1 fi; �t i III .i" , 11 � 5 z"I �' ��/P�/ .1-.' 5' 1 2' j I C' . "I A I it I I �I t 1 �i: I '�� :I 1, I ,�'I,I I � !1, I I ' . 0, i ill '' I � I Schedule 40 PVC I DRAINAGE DETAILS �t I 1 I, , :� I I I I I I I �'�i I I � � I I- '�;' —- �. � � A Top of � � _I� I AT 60^ DIAGONAL ... .1 MUST WALK ACROSS THE RAMP, THEN IT SH6LL HAVE OF THE GOVERNING STANDARDS, I ! , I � , ' I � I I I I I � . . I q 11 . - M ' FLARE L � � , 1� j i ,j I 11 I . 1� , xx I Sealant paving/grode aximum Proposed Grade . j. .' —-—' FLARED SIDES; THE MAXIMUM SLOPE OF THE� REGULATIONS AND SPECIFICATIONS, BUT 1. : I li�' � , �, . ;� 11 ii I I I �� , I ;li k 1 4 -_ - " 4 - 1 12 ...... If 8 . , I I I ' . .' *9 I SHALL BE 12:1 . - NOT LESS THAN 4'-O" � . .. I . - - I ,� ! t ,I -1 6 I i, � I � , �I I, , i I ��'I I'. 1�4 Bc : .' . .. I . 11 Ill .. 6'$ %, 0&. � .. CATIO.NS I , , ,� 11 I I I I , F I I 1< 9. ALL NEW CONCRETE RAMP SURFACES TO I ,,I �l I It, ['. I t 11 � ' I I t � : 11 ' I r i'L I I I 'I 1 1, I I . �' It I I It 1 i ' . I , t ��! I , � I I , I,I I I I I i i'' , I I I - _\ 6 . I i ; '�i' ,I ; - I, 11 " I- �� - ! -1 I '�ll 1 i i � 1I I , l t � i 11 i . I .. : ( [if —GROUT, OR "RAM NEK" 4. RAMPS TO BE CONSTRUCTED AT ALL LO t I i � � � � '! , 151� I I I -1 111. . . t — . >. . I'll � ,1, I � I i [ �' ,s,i/,---r 4 MIN. f-, .-A., ­. - - . A �I' j'�1 !��;:] !, ,l i�� i t t '' 6"P JOINTS WHEN REQUIRED WHEN SIDEWA i 11 I , I 0 � � ! m l � I I '� , I 0.5 WM BDTTOM SWABLE .1 . ' . . . . 1 2"I ,, C . RECEIVE TURNICATED DOMES. � �' i�: I I I 11 �' � ' A. I ,- � I I :'� I , liq ' '�� 'it I I I .. . 1 8' Schedule 4 - . ' W I I 1 !i.� " r, I 1�1 I � I I �!'' , , UNDISTURBED SOIL . 2"l . I I I , I ','I Ili I � , I I - I I ,,.:I, CONSTRUCTED CONC I I l� , I . I I- I ,� I - I 1 ''t 1 1 � ,'It t 1 I, � � I �' "I 11 COMPACTED GRANULAR Bc . .1. .,:.* Pavement structure 45! Bend * IN SOME CASES WHERE SIDEWALK IS FLUSH WITH PAVEMENT, A DETECTABLE . I>*' 4 I t I 1 1 � , �t ... . �.' r, .' , , I. �, I i �'[ i ,t� � ; , " " I� �.I 1 ,I �i I I!, I . :... -; '. . . A � .'�'. -I I . , il 1,� I NI, I I I ; � I I 't ,t I MATERIAL . 1 0. DIAGONAL RAMPS ARE TO BE USED AT -V 4 i%, I ell � ��' 1: I I I I �1 ''I I WARNING SURFACE MAY BE APPLIED, SEE PLANS FOR LOCATIONS. . . .. i �r 'I,tlil T I I � I I ,I :::ill j '� ij� I I , �I , "i it I I -_ .:.A., . .. . _� '�'- % '�.. ....�.. y' '�;� � � 1 :iLl�' , 1 � I I . . .. 5. BASIS OF PAYMENT: CONTRACT UNIT PRICE �' , . . - . 1 ,;;, I 11 � i I I "j ,� ' I I I "" I I � I �'j I SHEETING SHEETING CZ) . 1 8" PVC on 1.00% Min. Slope . .11I .I Il i RADIUS LESS THAN 50' '�14 .. S�_ .. � i , ,ti, 'ti, ��� I I� 1, I ,� I, I It I I it I I 11 . . . I � ". . . , I t I�[ I I , �tlil I I jk­' 1:11 �, I j , 1. I e.*. . :.& #4 0 12" O.C. B.W. ESTABLISHED IN THE PROPOSAL FOR C� _'. ' ' - I 1�l I I ' I�I � , :,!�'I�' , I ll I ,,, -) . . .. YAT - � . - i I i HALF SECTION r I .. . , �� 1, I I 1 'il ! ':!l t I I I I I ,: - NOTE .4 IIII;��' I 1:1�1 .'"<�' � ", , .1 1 "f � '� �11 I '' �'�I''�'I� till 11 I J[�4 i � 'I 1. 0.4 6I steel ' e set in — . . CURB & GUTTER. �� , . - I �� I I 1� �'l 1[ I �' , I I . 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY . . ;; y . � . '��t; �\N; �' i I I I �' � 11, I '; I � r I, 11 i III i " I ; "I I HALF SECTION it A. i PIP -- , . .9 " �� 1:1 I I ��Ili,,i: � , 11 I�j fil �; "I �' � I I I * ..t 41 . . _z -15" - .0- I I I I i � I I ��tl'�;[ I I;, I f � I�; ,i 11�'ll' " 11 r :I . . 18"- hole filled with OUTLINED .IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED 'Ilt , . .11 . * .1 I I I � 1. J, , , , tii I! �,,i 11 �It :� '4 ..' I 1A --- . -3 : -1 ��z - � , 1 , I I� 'I �11'0�1""I ; I'� I i I I ,I t' Q 1� , I I 'f 1 A" . , .' I � A . A curb romp shall have a detectable warning complying with 4.29.2 (F.A.C.B.C.). :� I 0 1 - - I I � I , I . 4, I , , � , III t ,� ' 1, 11, I� j, "I HALF SECTION . '. .' A*I concrete I I WITH A PERMANENT, ABOVE-GRADE SIGN BEARING THE INTERNATIONAL . 11 '9 * �< '(2)z � I � I P. - . -x- i I . �, � I � III il"��'i"`liil ltr ;' !, I i'll" �i ,11 , 11 A� , 1, HALF SECTION .i :�*. ... III .. .. �. �_ . .. , : i I III 1, "i (�111 I � � l''I' 'I �I, I It '!'I ,I I r .* Re �. 1. . 'I - 1. _�'" . ", ' ���: Iiii " ll 1 , SYMBOL OF ACCESSIBILITY OR THE CAPTION "PARKING BY DISABLED The detectable warning shall extend the full width and depth of the curb ramp < r') :> - I : i '� 6'l Ill, ' � I,, t 'lj �']I , il!I 'Iii�t �l�I l I 1, ETD T .. I , fer to drainage plan I I i I I x I 1, 11 - " 11 - I III , �'' � " . �_ � I i I i I , , , I : ] , [, ji 'll" � �%�� " I � ,I" I I � t;'I,, " I i �' I T ,i, PERMIT ONLY", OR BEARING BOTH SUCH SYMBOL AND CAPTION. //'%\V'��\17//v '0 '�_ .' I � � I � I '� C I � I �-; I I I� , I;, 11 I, �, 11 I�' Ill , , ''P 1 I ,''�, i r I I for size of storm sewe in-place tactile mats by ADA Solutions (typ). , q:�- "�. � I jIj I , I,; f� 1 ,, ;�r'' i , i�i� I 1 it I I i _� 0 . "/ - t , 3 , I " I � " '. ' 11' ' Y, _ . I!1 , , '� It, - I ; I ill, I I', � TYPE I I TYPE I SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN . "� '17��l, :' �! ,t , j �y I ,,r I I I .'�' '.. F III ... -,�-��. : I I 1, t [ Ill, , 1 1 j�i i , I I � I � I It " BEARING CAPACI'I , 4000 Curb romps shall be stable, firm, slip-resistant, and shall comply with 4.5 F.A.C.B.C. I ' !I I I I 11 NOTE: \\' "I,:- � -­..... bv ,'y I � I I I �j"' ,, Ir"'il�' i 11 !"Ii� "I'i I I 1 f-6" THE SPACE. ALL HANDICAPPED PARKING SPACES MUST DESIGNED .��' OF7 r-r.5\ �'�l ,,�, "� !, il� ' ' � � J' - 1'r I': 11�: , I I H , ., I�"'1[11�1;'')��! ,�t i:I, v:;'' '11� I I COMPACTED,GRANULAR BEDDING SHAPED BOTrOM W/TAMPED BACKIFILL I PSF MINIMUM O.C. B.W. '�%l I 11 il" i it �r'" ,. �, , r !� I i ; : '' I I I I fI i if AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY Romp standard width is 5'. No romp in any case shall have a width less than 44 inches. ' I� I , ��'' �'� �_ j �� IiIIII, I� I ALL DOWNSPOUT COLLECTOR PIPE " ." I ill ll�" 1, �, '.i, � k�'� :',1�1' t I J� i N ;"t �t, - , I 11 I � I I I I I I' � I r "-""'I"" I , "', ' , ''' ; 1, ."­'��`,' ' , I�' , _il""� f'�"'� '�'��'!,'� " � 't, t THE LATEST FLORIDA BUILDING CODE, SECT 11-4. 1 , ,, 1 ,11'111"'�­l � �t t � I'� '­ '.'IIL��'k,"f�'I , " "', , , I I 1, � : '� � � I 'I II'l)_' q'I, ' : !1v Ill � !:�t : I ll� I_ �� �'-".�r",�',,,,':���V �"� !'!il i � I � f Irl I 1, i� ril I t j,' j,'j, I 'Ilt[,�I, I ��,,�j �L�,'' . ! I I I !!: � /"' 'A . .1111 i ,I . i� � 1 1 1 1 � I . -1 t J �� � I � � '/2 R l� C I I _ I I , t Lx '2a — 1 1 1 F1/2"R --- i I V -7 � T t f: GNA I i HAL7: �_ I i I I � "r— ' I � I I I _'�� _T i 7. N 8'R I�t i I �I-I ii M r� il I I ��/ I', f �!' E7��.� A L--" - � I - F112 JR . I. I . ___ - 1\ . . Ta . rl 1/;R = i - - " e *161ray \ I/////\\- ... . I, . . 1JA11MA " 7'.IV 1 I I I 0 ! . -1 : � I I I �ltI � r 1'� �j I I� I'ill�jljj , jr I, I I, I,i r , I i ��/y S H E_ET lit:t��_'j�j� �'� ,�'­I,,l, �';"�,',',' �' I� ,'' NO SCALE 2' FOR H.D. APP,LIC/ OPERATIONS AREAS, USE 9" DI NO SCALE No. 5466 ` 4 6 i 14' I 1� 1, I A P '' I 11 I Ill , . I , ", j'[ ltl� I I DATE: I 1 I I � 4 I 1: !�ji :' , '' I -- I ,it : , ­:,�i � ,fl 11� '��l If, �.' ,Ili I r , , .� I ,"r 11 I ;'!', III I I I,1, 1 t'' I �I 1 [ I I I .' 'I l� I h , li�'t , F!��" �'�',"�''11,11, , '' � I �� 'I ' ' t � '11 5 � - - �iil:�!�Ad 1, , 11 1 . 1!11�t�l'�j';­ 'i l, 'i 1: I I I� : 1 ,',it''t '' r 1 1 i I , I tr,"'�li, I i , 0 BEDDING DETAIL I I . BOLLARD DETAIL � DOWNSPOUT DETAIL I HANDICAPPED SPACE DETAIL TYPE "C" INLET RAMP DETAILS 11 � : �i"�'1�1�'�" , '; ., , , If �.� " III I 1%, �" I , — I i I lul ' I:I �'I'll".1 j" "'�' �'I! 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I I'll . , I I I I I � i I li�-I I�.11 t ; �,1 ,I I i � , � I 1� ,, ,I L , , Ill ,,i I I � I I, �, ,1 1 i I,,�" I, I [1 1 I ii,, I �i N I � �, J t 1 1 ,, c I I ;i 1: I I I I i I I,1 1;1 I :. ;� : - � "I :� I�I I 1 ',� ,,f t;�"i ii'i�i �ll, , , I'd, � I MINIMUM HORIZONTAL I , I I ,� ! ,� 1 ;I 'r : ;�Ij� , I i I 1 , , I � �� t , I I h ijl',�,��:Iil,�i,�� � "'.1"J'' ;1i � i I I I I I ill _lflliiil-�4i i" ,� I 1 lill� �l�ii' I J I� � I �: I 'it ii , �� , � � I , I il," J, 'it, "ii! III11W �,; I , � I I I �i [1,t I I I �I 'I I . I J ,I I,I Ili, ,Ill,�� I I [l'�1, J�, I I, i,i" - i ''I I , 'j,", � I - , I ,� 0 1 13 t�1'it 't,I'll'' J� , � ", ""�i� ,�, ,� �,ji-��:, . I I I I � , 5 OR MORE SERVICES (SEE NOTE 5) ii,i, _� "�S A l,,, �i .1 l,l ;i � , �I I� I , . .,�1� �" : 1i 3 OR 4 SERVICES (SEE NOTE 5) ,Nw/ I 11 , 'I,�il � :_�!i,�1 i,�.!i, i , R MAIN PIPE !I �1"I ;I I,,,,, I l ,�, 'Jili�k'I�',�il: 1,I j I, �[�J,T �:i I, I'�'�� 11 Ili _ � "J"i I �i WATER CLAIMED IIIIIIATE GANG WATER SERVICES - . ''I i I Z �� I 1,l ,'�,, ', , I I �', , � I, ,li I OTHER PIPING TYPE SEPARATION (FEET) I GANG WAT I il,�i j ",", � �I ", I, ,ill ,�, 1-ill,III' � , - � I ii I 1 ,,�,,�'i�t�t""�ill�,,��,.,��1,1�I "ll r _", ", , 1�­�'- "ll""",,'' I _%__',�l SINGLE WATER SERVICE ER SERVICES ,,, , Ji!r-i'i', ��%",:,:"", " J,'W ,p`�"�,"'�il 1, Ili) , 11, , Ji'' �, " -,,1��,i 1,F, ,,, ,.I WATER SERVICE MARKER ,�t,'i��Jkf � 1l,1JI1i111 I' 2 Xl�,Illil"11�'A� .1 I � � t .1�� Ill i .� � J-1--, 't"o, �11,1,� �yq� 'i'lil,i; kl, � ­ ,I I I : ":.�. �V,f It" � li�i'��1,11,", I " I�k I I,- " , �, ,, ,,,I � �, ,,, , 9 ,,�, I, � P/L � v", , i I 1, tv", �, �,- " ,1 � ,� REQUIRED FOR NEW I ,Z , , ,,,,,,, I I 11, I I I ,, ll� �klY,, ii;, ly, , , ,,i, i� [�!,�'1. �` I i ", I I , ,, I P/L I I I ,�":� , 11 I I.'' I I I I i I I I � ll� -, � 1, i: 1: I I - MAIN (MIN) WHERE I I , ,. I �!�,��� , �1, (.- ,, 'I, I; ty ,�,,,f �_,��i I li,�, ,; I Il'', 1,I 1, '' 'i I I ; I, �;, DEVELOPEMENT AREAS ", it ,� .; I " L J I 1 ,,J, � , 4 1',�', lill ii, 1 i :�, i I,1,I I ,:�,Ir,,��tll�`,,�i,I'li ,�J,��l !:, I �,� , ! ''1 1�, , , I I i I i l, , �1 I', I" 1 it , I J, 10", �� ,� � - , 1� ,� 1. GRAVITY SANITARY SEWER 6-10 (NOTE 2) -7 1/2' JEA ELECTRICAL I I i, 0,I�11 � ,litli ;11 ,� I i ,,;,� ,�,� " �, ,� 4'' � I , (,:w I I I il�I, , I� I I I I ,1-i I " - I i I I i 1 tii", I,1, I I ,I J , ,, �, li�!� ,i, , I l, ��t EASEMENT METIER W/ MULTIPLE TAPS ARE I ,,�,J'l I :� ii,i� 1, t li",",,I�",'� I i I �;,:f 1�!�! I I i : , I I . � . I � (SEE NOTE 4) 1 1 I � I lli I�,i;� I I I 1 �, I I � CONSTRUCTED i I i I I . � I � , � � I I ", � ': � i I - -_ I I I i I i li ii, I i I i� 2 0 r'MAX. I� � 1 I R/W I 1 5 MAX. I - I - - I _ _ I I- - I I I I I � , � I I I ,�I � : I , ,, � : k � , I I _� I J, �i 11� � I i i , , I li, !�:l I 11 t i, �! I : i if CURB STOP i� i ill :I : �, I I I i , :1� - � � , illi 1 1 : ���, I il'' . li� ,� ��c ! 1 2. GRAVITY SANITARY SEWER 1 3 (NOTE 2) � 3 1 , �, !I 1� SET AT FINAL GRADE (NOTE 7) 1 i[, , , �il 'i� il "i Jil !, I ii, i ,] ­ �I � 1 1 it I 1;T: � 1 . I I I I, � I i , " � W-11 (SPECIAL CASE, NOTE #3 ON DETAIL W-1 1) I I I I , I � � I! !I I ' i : , � i, �� , I I i" POLY � . � , � I :I i � I - . . I I t ,I 1 i � I ir t � i I � � I � i I I I I // N\\ 0 0 1 1 1 1 1:1 Ili ll� � I I I � 1�11_I I ,I (SEE NOTES 1,2,3,7 & 8) . 0 1 - � I :: I I If , , I � i I I i I I- I,I �' , , , , : I - SEE NOTES ON DETAIL i I ii - 5 !�,� ii i I � , 1, . I . t 1 � I I I � 1,:; � i I i�� i I i LY 48 -72 I � :I I 1i � I lil� �; ; ,� � I 1" POLY TUBING Wi I � , 11,1 : � i : i I I I Goodson Nevin I I I � I I I I � ; I, I I I I � I 1: !�, I , , � ii i I 1 i I , � 3. SEWAGE FORCE MAIN 6-10 (NOTE 2) FITTING (FORD Y 44-264, 1" MIP PACK BOX & COVER (NOTE 1) I , I i : I i I , � I ;I � I i I I � I ` I III i,� i� � I I :'' 11. �I I I I � J:I I I !�� I I I � � 1 -15343 OR JOINT COUPLING . I I 4 �� I �. J�i I Ii : � � - _1l I� �lf:! � I :� , 1, . , : I MUELLER H 1 3 : 1 ; , i, I � � . � and RAlmsociates i I ll i I ! lbi� � : : � I � � � I . . I METER COUPLING (NOTE 4) 1 � I i 11 i i li I��i I I 1 4. GRAVITY STORM SEWER APPROVED EQUAL) I i �ti ; I I � l� 1 3 (NOTE 3) . MULTI-SERVICE "Y" � � � � I I J, !, i I � I A i � 1, I i I I�, I ��,,I I 1, ,, , , , , I I � 1 1 t� ,�:I' ii � , � �] , 1 (2" FIP INLET AND 3 1��i � 1� :, � . ��l [� �;, � I �i I !�,� � : I �: I � : 1)/Q" POLY TUBING I CURB STOP - Consulting Engineers � � i I ii ii�� �!� � �i� , i I . (12" MAX) I i,1 li� i l � iii I� I i : � �lf , . 1 5. RECLAIMED WATER I OR 4 1' FIP OUTLET) LOCATE WIRE PIG TAIL END � � ,i , il 1 i I I I I - I . OTHER UTILITY PIPE 3 �S'ERVI'CE SAD)LES WITH � � � : � �, ;,! i i: I � t!� , I' E.B. # 26306 � 1, ! I: : I 11:: I , 1 : LONG-SIDE WATER SERVICE I� �, li I)�I �T I �, � : � '' �I � I �,,, I� ill ; I I i 2" I PACK (1 2" LONG) , I I , , :i I � :;I ,�! 11 I ��I� ���I'! I Z� � � i 24" SEPARATION AT A I liil� �lil i I.i, , I , : � I i I I I �, 1i I I I P - MIN.) I i� I I I': � tr� )l, � J I'l I � f, ` ii � 11 V I I , I � � GLY TUBING i JOINT COUPLING I I I � � I I 1,1J, I� I Ii I I .( I , 1 6. ELECTRIC, PHONE, CABLE, GAS MIN. (NO GLUED TEES) 11 �� � I ,, ; i 1, !'��,'' 11111,1i, I I,I, � I 11 �'� I I � 2 , "", 'I I - - � I . _\ I , i . - � ": I i I! A � i , I 1 �,!,� . Ij t I . "I'll,, ,,,�_,�'; - --,,- / I 1'1� 14""" 2, L I I i I I I I : I 11 a,,,,�,� i i I ,I i 1, :1 t i ,2-1.1' ,.' �, 4 , I JM '21 5 , i - ) �: , , !I : �1 i . '' I ii,� "',",V J'dffm,,�,�'g; ,,, . 9 I I I I I � i� � I I I :� : i , : r �I: I 1 1 1 1 � 1 0175 F I I 'i i i �� 1 ( : 111"m,ii;,,­, " "Ni"'N"' : m I 11 I ' 'I k , � � �I � iN5'11211�1` "Z4,i�i ag ,� . 11 I 11 ,,§mt I f, I J I I � I i! '' s� I I I - ""' n." - 11, I �i I , PLAN VIEW -11111-11- " I I]! , I [ i ; I i I " . I I I I I 1� �;,!:� 1-1 I I � i � I i � `.� 1.1, � JACKSONVILLE, FLORIDA 32256 1 1 1 i '1-iIll � v :!" � I " N. � � f,1_�t�;,_,11" 41`11i'lil � I I I z, � I I I .� � . - 1,, . L i it I 1 I I I i . . � I � : I � I i I � ! 1i t!� � , I ;��! : I ­Zz� 1� " � I 1 1 1 _� �, - "I � I : 11 I I . � I � z�� -W . I , NOTES - :` I I � I I ji :! i I 1, 1 i 4 11 (12" 11AX) 24" MIN. (904)519-7770, Fax(904)519-7776 � ll�� : 1 , :, I ! !I I!I � : I 1! I � , ; �� r I , � I ; i ;;, 1 1. � 1-11- . I I I I i I � :i , � ­� CORPORATION STOP REQUIRED ON ; I � I I I, : � I i ..........Al, I.. � , I : I I r , : I I , , �i� "", 0D JEA i I i I I I ,,,,, � � -- �1 �i , i: J� :! I : -HO / ,,�_ -� , I I, I i I T I I 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES RIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. - , I'll ­�i 1',111,�,���.. ... � i ALL SERVICES REGARDLESS OF SIZE. - I � , i''I - I �� � 11 MS' METER I Ill I i t , i ijI ;Lit I 1:I i i I I � � AVITY SANITARY SEWERS IS 2 4'k` .flli � __... = - I I I I I � i I I i - 111,-1 1-11-11111.1 I 1__� NOTE 4) 1 !i 1: i � 1 2. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND SEWAGE FORCE MAINS OR GR -111 ��111 "I�'ll-�,,�--"�""-"",�,11-�111.­­___ -1 � I 1, : :I i! ; ll� ; I�lll I , � - - _,_1____�_1_ _ I � ,.I� �,�!" I 11 I 1, I � � � �� 11 ;I� � I I . . . I . : � (CONNECTED DIRECTLY INTO SADDLE) I 11 � I ,� . . :" 11 I ,, 'I ",. , , , 1 i,[ � I- i i , � I � 1 '1<55 ______ : I Mi , I �, 1! I "i � I I FEET (MIN. �_ I MV �11 j� I i lit , h'i I �, ;, H I�F, 11 I I 1, I I, �,�!� li,ilj It I � I 1 --w-2' MAX (SEE NOTE 4) G.LV . ill , - ! l, I , i 11 I il ,, , ti 11 ''I!, i I I --1 � 1, � k I'll,r� � J 1,� ` I'1 i, ll�i �il, I � I I , , � � , , 'l � I i I , 11 d: 1 3. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWERS IS 3 FEET PER JEA RULES. - � .. "i; i I i I P, I i, ":'I",i I � `�, I , i i�i � 1 I . . I/ - J 4" ! �Il . 1. Il, 11 ", J�! ,��,i I!� lIi��'i� :I �I :� : �i ,"k , 11 , 4 1 : ! �� �! I I � � Y�! 11 : , _N;�_","', I 14:: 11� 'i��I ': �i I I 1 � �'- I Ili Ii ii I , I WATER MAIN I ­ �V,._- I � � I I I � ;� it ii, I ; � �� I SHORT-SIDE WATER SERVICE ii,�� ii .�:� , I i 11 I I I! I I ilii�,`, I I .....-2:.�H_­:r--:1 I . , �11, 4, , -- i I� I[i i I �Ill I, T , i I � �_I! ,, i I 0 I ��i i,'' I � I . ! � Ill: ��l J : 1 , i , I I k� I ii I .1 I ,I' � I SET CURB STOP AS � 1-il, lqi�l� .. I : lxl, , � ; 1 i � I'l [Ili� .1 ,I � .I, "I I.. I � ii � � �.. . I I� ,'I�i J : I 1 I I I I I I METER BOX LOCATION I I I ��� .,�p.--� IL I III �11,11 ll� � ll ,� Ill-, I[�� I Il i � � �11 ,, IJ i � I . I 111:1 liii� I � I I � L­­ _.,_� ­� I I 11 i't i WATER METER BOX i CLOSE TO WALL 1, I 1, I � ! Z I i J 2' 2' �1� 1��, I :i i 11� . !I I : I t J I I � ­­­.�, ,� I I il: 1 I ��'il �! i I I I i'if�. I I , ill I ! itti i 1 1. I" �. i , I : I ! 11 �I i I � ii I I I I :; I'll " � I 11 , (NEAR I ELECTRICAL E (2 MX �� I I � ; I - JEA ELE I I . � 11 i[ : I I i -7 1/2 � I AS PCISSIBL ) � "I I I 11 : I yll I : � , BOX, NOTE 1) CTRICAL 1 I 1.. - 1 �� 1 i - � 1� � i �:! � I � 1 1 1 T" I �. i , �� 1 I � i It I I , I , , i : J, , I W , I � : I . � I I EASEMENT � CONNECTION TO CUSTOMER'S I � ­�i 1 , � ­ Ii� I I � �i , I!! 1� MINIMUM HORIZONTAL SEPARATION REQUIREMENTS SERVICE �_,� I 11, t I I., I : 1�i i!,,I I � ,�i: � � I i I :1 I , 1 �� , �11� � �� , . ,I . I .. R/W POLYETHYLENE WATER WATER MAIN AND BACKIFLOW lllii I . 1, "'. I : � � � i'J JI, lJ � I 1 I I I I � I � I i i 1 ��!l , !I ; I 10'xlO' JEA ELECTRICAL SADDLE SERVICE LINE 4 : It - I . .... 1 Ir:,,, � � i I 1�I� , �I:, I I I I � ! 1 1 I i : i. : � � I I . :,- � .. Up I � 1 1 , ,�! i I I F I I I Z I I � EASEMENT W/UG ELECTRIC i I � , I �,l" I � ! � , : , - Q (SEE NOTE ilil�i .1 1. .� I � � I . I I LICABLE) � � � i i � 1 2) 1 I itli� I .. I � i I � I � I l, : I I 1 i I __6 - i MAX., NOTE 3) 11i; ,.. � . 111 1 , i I � I . I : I I I . � i�lfl, I � I 1 1 BOX R DRAINAGE 111,i I � � �:;, i r i ti � ,� I � ! , f: l�, � i i . .� i �. I I � � � I � 11 I I P/L ' R W: RIGHT OF WAY LINE i I i I ri , , I I I it I �, I / I I T-11 � i , I i��� i I :� I t� , ;I I EASEMENT (NOTE 3) ,�Ilifl� I I . , ,� � i I I ! � �il I I I I �: F!,ii I I I � I I I I I I . I I � , I I A i , : I 1 1 I I i WATER OR RECLAIMED WATER MAIN PIPE P/L I P/L: PROPERTY LINE ,�,�-, I _ I , i, I I I 1 , I i �I 11, I ,, I i � � I : h I I . i,� I ii , � ll� I'll, 1 I i I . TAPS i "I lil"fll I FFF I� - . i - I I �­, � .I -1 - 1� I i I 11 , BLE 1"WATER SERVICE , � : I � ,� Ill', [ I I ; I I I I � I , � I ,"!I!, � I I 1 V , I I ��, '� I , � I I I Ili It I 11 I I DOU lg A, 11�fjl� 1��11111'1­� , 11 ", ,1 I � 1 � , � 1 �Ili I� i I i l�: , lili��Jii f I I I� i . MINIMUM VERTICAL SEPARATION 11 "­'. 1�`.1,11�i , I �, i:, ,�',��,� z , I " i �1­11�11,W,�� - 1 � I I 11 I I " -�­, , , I, I�i)�,;I� :� ,'I I, I "'!it ,� ; 4 I J i ip il , ,J� 1 i, �,,, ,,I �� I�I��, � , . (SEE NOTE 6) SET METER ON I I . 1-11 �.: _ 011�1_11 Of", I �"`,�,,J, II",I, 1, It,, -1 v J�J,I -I I ,� "I 't"', I " ��, I" I I I I - � �10 I � I � -11 I i il il � ,�, 11 � J. , 1) OTHER PIPING TYPE (INCHES) NOTES : I : 14 It it I I i ,I i � ,I , '!I I 1� .�l I , i , . UNDISTURBED . "I I � ,�11J I ! ,I �1` 11 ;I] � I I I�i; i , � 111, i !I , I , 11 . I I � i, l � i I I I I I I! Z , i I ii I 'I I � I I i ii I � I OR COMPACTED SOIL L_ I I I 11 I 1 , I [ 1 I : 1 I I it i : I I 11�,I i-I 'i I I I 1 I � J�! 1 1 1 �, I lii .1 I �� I I �! . 1i . 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY i I J , I - I I ill i �I I , I Ili ,� I I I i I ; T� i I� , � , !: : � 1 �, �: I ! �,I � I I I , �1� : ; I I I � I ,, � � I I: � I I . I . � t TOP WITH JOINT I ,I I , l I 1, ii ,I : i - _____ -_ --- : -,� , i I I f t i � i I � I I : 1- , I � � I . � ,I . : I : I i , �J, �� I i A : �1� Z : I . i � :[ :1 1 � _�!, �. I -11: (1,4,5,&6) THE 7 1/2' ELECTRIC EASEMENT. I � �, I � � � I �I , I I � 1� I I I I w "���� DISTRIBUTION MAIN 6 i 1 I �!� l' I It�i��i� �� �1� i; I , -SEE NOTES ON DETAIL 1. GRAVITY SANITARY SEWER 6-12 (NOTE 1 & 2) � I i I . I , I �,,, I , I ,.� i ''i I I � I I .,� I ,1 1! I - , 11 1, 1,I t ;; r Ii , I . j!r 1, I 'i I I � I � � I i, i dt� I I ,I i, ,�I: ��i*" ,, : �, I 2. SEWAGE FORCE MAIN 12 ; ,,, �:1 I il !Il� ! !� 1 �, , I I i I�l . I I . I il, I j� �ll I� I � I� I I 1 1 , OTHER UTILITY PIPE 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE , , 'I l� I ii; di I� J I 1 1 i i t! it : �, Jil! � I, i � I , , � 'I, ��l � 1 I , : , I I I I 1 � : � I, , I� Ill I I � , I 11 :� 1! i;[� I I � ;4, I I I I �! I 1 I� �i I i i I �: , �1, I � , ,;: 1� , I � , ,i, 1 1 1 I i 1, � I ' ' iii I , I i LOCATED IN THE JEA 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY NOTES: NANCY HOUSE �� I I :i li _� li . I � � ,�, :,!.;�'I� i �i T� 1� , - �� ! , I � . I 1, I � I' -12 (NOTE 3) i I - ,I " I i, , ! �� i 1 1 i :1, , I �i I � 1 3. GRAVITY STORM SEWER 6 1 i�!! ,�� j,I 0 � J� � , I I I I . LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY : � I :� 11 1 , I, ji I i ill �E �!�� �, , � !, i � 1� � 1 , i. 1 , . : , : �, , , , I ,; 1, -, ,it I, 1 I I ; 1 1 I ,I I I I ,I .ii I I . , , I , i i � 11, � i I ii I , i ; -TRAFFIC I 1���i, Ili J�; ,� I FACILITY i, 11l,:!,� - I li'i't I 1, l'i i � I I!, W! i i I � ; I ��, ,, � I 1 J LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE LOCATED IN NON � �li Ti I I ,I I, I' ( � 1 �j I'' 1:11t, 1i 1 1 i I � I '' . ;;[ 1 ,,1 ,I I I I 1) I I I ; I � 11 � [ �i 1" 11 4. RECLAIMED WATER 12 (NOTE 2) 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. I , �,',111 ,,I dh I ,I i`� 1, I, il ( % 1, I! ,J� ,i ,,;,I,I, il � I I , I il fi, �ll I : I :: ,,�it it I 1�1 I � i! I ]I �,i ,- ;�l I I W! p �, I� I: AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, -1 1 j1!I I .J - I 1', � '!I P J I i I IJ � � I� I � 1 1, 1 ,� I 12[ill, I,i ,I r 'I 1 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WATER I � I I I : � il 'll 1[ , I , I �1" I� � I I THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A MINIMUM (SEE W-3 AND W-4 FOR THE . I I�!�l 11 . ��� I i, I 1 , � i,;, " ", � � : it i llii,� ,,� ,, I 'I I , 11 -I 1�l I .�i� , ,i:jl i J,i ! I , J�, 1 J I 'll �! It. il" i� -'1 W, ; I,,, I FOR I �, � . J ii,i� d !I , 1!,k: I 1 5. ELECTRIC, PHONE, CABLE, GAS 6 1 1 li I � I � 11, , ,, � � , � ! �,; ii, t I , ]i i - �i, i REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOX 'I I i I �� , i, !: ,I ,, , I , I , i I it 4 I;r , i I Id ii ,1� , � I'l 1 MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND SADDLE IS I I - 11 i � I i I I i '41, 'I � , 1,� ,1 � � I 1� � ��_ , 11 ill t , '' 1 �l: :�i , I ''! �Ii I'lli, ,� !;,�� � EOTHER UTILITY PIPE I I J, ,i i i, , :, � 1, � I li i- ji� jil�, ji EQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 . -1 I I :I A , � , jl; 1 " I li, [� iJ� 1 I� . � 11 R I I "i � ,I J!�:Ill�i � 1 I " , J, 1�i 11�lit jJ1 �, I'j"N lt� � " 'J'' I ]] IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR 'THE COST OF RELOCATING ANY METER . ; ! ii ., I�, 1, Y: I : I 1� Is "! , , INCH OR SMALLER PVC WATER MAIN. I : ,� � i � I' : 11 I � 1, 1�il'l , , I' �11, it i . : I I � it il ; I I ,� !,� : _,; � ;� 1 �1, � I � �� I i , I BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE � � i , , : I j I ; i "I I I I ,� , ,i"I �1: I I I.I, , "' I , 1 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY I I i ii `�� i , ill , , I I i1ii'l- � I ,­ � I 11, I ,I !110 ��! I , I � !I " , I �i � ��j A III �! I �I�ii,lil'I , , i � l�:, 11�1111li , I ill j fj , , l � 01 i 1"! I LI I �I , ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. �,! ii��tj�,�Jl�� ,1, ""i,lj�L I� , 1' ' , , , I il � 1 ,� IT' ,-, 1 �i. I i�� , I I I , 1,;I �, _7 1 I'l � ,�l J1 1 ,I -, � I 0e I i ", I J 1i , I 1. 11 1 ili N VIEW FLEET LANDING , ; �F, :, I I; 'i I i , � �Ik i�� ili� li�lilt'l lil 1W ],�� , " � V 1 r � ,,�, l, , I 1�� ,'I '11 I li �!J,5[�, ,i SECTIO 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL BE INSTALLED I �:lt�itiil� �J 1 1 I� '' -I, I . I I � �,ii, I '';1�' i Ii!',�,'J�'Jili� I . i I 1 1 , I � , I �" I I ,il ",It ­; ,� , �t ,iAl ,I lil � 11 , OVED OTHERWISE BY JEA. I I .",I il I �I .,I . I'l :,!I J �,I I i,� 'I, 11' ��I? - I ,, -1 �,:!,I I ll_�! , , , ,�," I !Ii,ilc l c I t,�hil 1,"I'l, I 1, lj,��l ii,it ill, i " ,i lit il� �­Idi 1, , i THE EASEMENT AREA, PERPENDICULAR TO � i� , , , I : I '!,I�,,i�,,,�I',�, 1,�� , , ,, , , Y` ,It . , I"I' I ,f­ i 41 1� illill I'li� ,".I, , i ,V 11 l�;i 1!�� � ,� ''Ii,,,;, 11 ll,il� :,,I OTHER UTILITY PIPE � I � "WIr �,ilif I � I 1,11 I'�l ,,,f I �,,�ill ,,,,,� � ...J�, ,,, 11 � I I l i I � 11: I, , ,�, k 1,11, I i Ii 4i;;1' !ZJ1i4', ��,,��),�j,�,,.,�!�,��,��,,�fl�,,.���, ,I,,' ,, �, f" �, ,, 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES : , - ," ,i - i i ,�,I ,,,, t I ! 11�,I "i ibl ,I',", 1 ,0�,Iii%,,,'' , !J'1'. i `�,;,� J ': " Ii � I I I �, I li, �c'.,Flli 11""', I I , , � " I l, I " I ''Nii-, i,� :`, , ��,, i- I i", ,, Y,� .i ,I_ �Iii�",1,� ,I j� J� , ti�� � k", I ,,, i� I I'll CES, THE 1 %"POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO , -, i't , I I" " I J I il 1.11- , ­, i I I j,t , � I r . 1, i , MAXIMUM. FOR DOUBLE 1"SERVI " CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND 11 " 11 I I'' Ji�;J,-.,��,- I ti 1 , NOTES LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W I � q J[ ,]I � ,l:It I i�, ,� , �,' , , � i , , ,ii "J, i , ��J I ,,, J,�,:,�,,,�, '' - I ,'I I . I I , , ­� 1i � ii,ll �, �k"" ,ij- ; ,-1, I, , "I, ',I I, 1 I I "I -1 , , 1�I r , � r I I I I i'llil,1,�� i,,�!I I `!,'�� ",,," I I I I� I "I" I 1 ,111I J-111-11 � . I I r'� .��: ii i, ' ! :�, ,�,,,�, I METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS I it , I J��Jl�',�"i!,;�� i 10 �,,�'i�i�'� , tf"J,�,�, ,-,,,',,I, ,� , MAYPORT RD . I I I i 1,41""'i ,�t I � I'll I ,��, :"" �i " .1 1 . _�� I I I , p vy,�:II,.', !I ,%j " "'. 1 ,�,'�I l: ,�, , ,�,1,��,i ,� S BELOW THE SANITARY GRAVITY SEWER PIPE, RECLAIMED WATER MAIN OR STORM GRAVITY SEWER PIPE, THEN A I ,I � i I i i 1�1 li 1� _ll�� , , I�, �,��,Jt�!��,� I i 1 IF THE WATER MAIN I � ET (Will PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). THE REMOVAL I I I I ;I i 1. ", r, ,.,� i i i" �iJ , "i � ,,,,,,, ��Ii',' il , ":, �i� �l�, , �, � ` , Jill, I I I ,�',iiJ 4, , , , ,i , i�,,� �, � A,, ,,� 'I , �i, � i I ,� � "��� J,� ,i,�', IiIi � ,���J� ,,,�,, "��,� i " ' ' " I , , i�il�,J,!,� .,1,� I I�I,,,J,i,�I 11iii,ri",11�I I �$,,,��i,� " , it if", t '� I, 14 ,�ll,, , , � , I " , !, MINIMUM OF 12" VERTICAL SEPARATION IS REQUIRED. , " - � ,I It, " ? ,i'll, i� 1; , , ",i ,:t�l,l .,,,� I "I"'i, """ . "i I �,,,i',"ll, 1, I 4,,,X�i� , i 11 i k1l '', ,"! ",,'P"I, i- 11'�i,' -1 I') "'" - , :, � �,,�, , ,, " �,�i : , J- ��,," ,! i") � ',�, 1 �,�,, �i�:,i",'J, 1 'I,I ,�, �,,.l,�,:Ii�,�, ! ,I , , , , ,,�,�`ii�,�:�,� I�,� ,,I PP OVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. * i� �:'',_,Iii,�,,,, , ,I � � ," -, ", �, !,,I � 111i��l ;'i�,''� 11 I� 1� �",': li,,i I 1 5. NO 2" AND SMALLER RMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. ,��",!�IJI � �I ji , " lit I'll I'� � , Q'I 11,1�1 � " i�'�,, : 1[11 1, ',,� ,,�,'14",Illilv� I I'l � EEN RECLAIMED WATER AND POTABLE WATER, GRAVITY SANITARY SEWER, OR SEWAGE FORCE MAIN IS ""q,, , � I i� , 1,���,,,,,�,�,, , ,J� I;'. ,,,i,�1'r I],IO I f �I I 1�I ill, "� , �, i �,�,�� , - , �`J'',I�,,, I P,iiiij$, "i: I ri",,, , I� , I� i'', 1, j,.",Jil�", idi'ilti�l,!�i, ,ii 1,",�i i'' � i THE VERTICAL SEPARATION BETW 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER , 11 i � �, � I !,1�,"'W",�,", i"', !,'�'i,, ,� I )ll , , � I" It " ,, ;�� , 1�I I,�l,, �l`�,`,i�"1� , � � 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED I I � .1 ; , � I ,liIi,t,��,�, I I ":�]"� '"'i , . 1, , J; ,,"'r I:, ,, , i 1, � 11', � :� �`­ I I I'lliAlf "�,� ,,�,,��,ti'�, I 1� I � , -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER BOX TO ,, , �,,:�;%,:,��...... ,), '':,I,, , , � � �,,,,'�lill, 'I 1, ,, 12-INCHES (MIN.) SHORT 11 DURING THE CONSTRUCTION PERIOD. lit;I . I' I ,i��, � �,1, I, ��i i!,`, ,,�� �r',, , , � ,l" ­'.".,� 0 ";_,,i 1, , � - V , � 1, � i �,, , ��,'�J�6',, '!1"",,P,-,'. , I,: %3ii il, "'1, w i Al t��,i i!: �i�,�I� , , , , I ,, � 11 I 1� I � 11 , "I, 11 ��t � 1 I� N � � ,1, ''i'' , , CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ,i 1�1,,1! �"Il'i I' ' � I � , I I���� ':����"!,ill,,"��,,,�, I - NO DIRT, TRASH OR OTHER DEBRIS � 111�;!!�'l 11 ,,,,�,"�',�;��,�����i,!:�,,����", ''I � � 11 t i,;�� ,!��,[' 11,I:,i I ,";`��,"� 1�1��, ,' , ,- D AT 2 FEET ON 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.6 '!i�ti I 'i � J! I V . . 11 I,I It, I , � 1: . I �:, �1111 I" :� , : Il�I 'IA�i ,,,, il: , ,� 'iff,q] ;­ I I � I� I hi 1 � I �11 l� it�� � , � i � i, I , , li-,� ,i 1, � I, tN� I I I I I,il, , 0 1 ", I � . i,,��!Illll��i I I 1,-it "' I 1" I " AT A , ,, , , 1, � ,�, �?: i � � i RATION BETWEEN RECLAIMED WATER AND GARVITY STORM SEWER IS 6-INCHES (MIN.) PER JEA RULES. ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS ( '�, � I , ` " !'I � lt� I I�. I I , , I ,,, 1, JJ% , I I � CENTER-MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4 OX). 11 I I l'] 11 I ,:� I I , I I t I, � "! I I Ill I I � � 1, I : 11 [I� � � -44. 1, #f�lilli �� I ;I ,� i I 1 it Lli i il � I , 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W , I 1 i ,,, �1oll ,'I , I , I J4 I' �i I � �', "I �!I' I I I : � I �� RUCT A 4" MAIN CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS� UTILIZING 4" i 4" PIPE, 4"X1" I � 111 , il 1,1���'��1 ill IIIi � I I � 11 11 "'� ,�i i�i � J i � 3 1 MINIMUM. EXAMPLE: CONST , �� I , - J � ,i-�'I i : , 1 i : �1 I "'l i i , 'i Ii I I : 1 ;�k 1� i � i I i:,: I I U, - ,:1 1�1 ; , i, � , 1 . [ i 11�" SADDLES AND 1" CORP 0 , , r I !I: I' i,� I!, 1 " �i ,� 1, I I i 1� , ''I , ,; 1, i i 1 - � I STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER WATER MAIN MUST �E SIZED AND DESIGNED BY THE 0 I � , , I J ! ! ; I t .I I! , , ; I I 11 I I , I I I ,,,,- . I i , , , I Ir fl] 1,I , ', I I � �� 11 I 1 1 �� I I i I I I 0 - P.E. ENGINEER. I '11P, - I i I � I I li�i , I I I �, i, 11,I �� I ::h , , 1, I 11 I li , , � , MENT-.,_) ,e�' 11 I 1 2 1 ij I Ill Ii � 1, 1 ;, , , � I , , �" I ii! � , 1. lit li !, III 7 III , 11 1-111� I' I I 11 i,i,! I I 11 I MINIMUM VERTICAL SEPARATION REQUIRE 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHEREIC70WN ON THE DRAWINGS. " n � I "I ;, I i, I I iq � I � I , t ,_ t'ii% , I i I l' �W'��I'jilill 0, I Illli,�4t'I il :I �T'i'I� ,I I : J,� .),I I , I �_ 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (11" MIN) DOMESTIC WATER SERVICE LINE (WH SERVES THE SAME CUSTOMER) " I 1; ir , I ", ,li, I�',i�',� '', '11, "I I �1 I I ,, 1, i - L 1, ,,I ,�,,i; I 1 i 1 1 V, 1 - ,- I I -, l� , 'O, - � , . �, � � ,, I UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). I I , I ,!r,I i" !,!,i,�� ) i'l Ii! " !, t , I,,"! " i i , 't� I , iJ I " " ,�1, I ,, I I I ! , I � , 'I, I �: � �1 ;11 [' �t ' ' T � � : ,I iv_ � i, , - - WATER MAINS ", I I I 'ili:,t, I I�Aq, I , MINIMUM SEPARATION REQUIREMENTS . F R' - WATER SERVICE DETAIL � �!�'[ �,,�'! 1 i ��tl��;: �1�1 t'll ,� ,� if'n, , i � � 8. 1 1 i , I : � �, I I No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. � il�, �, I:, 11��)� �T I I I� I � : � �i � 1 1 i I 1 1 ,� _­' . � )) " �llilji�t�; I I I i �l ,i ,n:, I 'J ,i� I � 1�., - --il� - 1 0 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED '.SIMILAR TO THE ABOVE A LOCATED, AT A MIN. I I 11, 1 �:J11 hi : i,i�" i, � , : � 1 , 1 - PLATE W ii I I]I . �1�,� , in,�,i I t�,1 1 t 1 i 1�,�I I t, � I� � 1 �2�1_ 1--,- , t 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 1 � I! I I l�, , I I , I � I I,�_ I �'''' i I ,�T:�'1,�j I i � �1�1�,,�_�. I ii I I ,I I ,;I! ,I I,� i -,. - 11._�.-- --�-­I I--I - -- I I� I ,� I i,i0j, - ,i i, � t I [ I I �[ - , I � , 1 8/08 -_CON.CRJ _i. 2 AND SMALLER METER' I � I I :ill � A I - , I . I i I OF 10' FROM THE P , AND/OR BOX AND NOT ALLOWED TIE OR / 11 I I il �', :1 , . It 1 I � ,, ,�) I ill :, , 4 , . . ;I".. _IN, -_- I- - - ­­­­ I �I, , ,1, y I 1� kI'' - I : - � I ,I I � I I � 4:� I) , I I� I I , , ­,",I I�1% I'l ,� "J 11 �I, I' 1 ,�_ �,�. .- �� �, �� .I.--j- � -,,�,�#ii I ,,I I�1,6 I 1 I od, 1 I ' i I i I, � 1, -1- - I . -1' . PLATE W-2 � - , , 1 , 1, , rl, -,r'!,' ,1 -- � I ill I I I ''! A ,I " W ,Jll! ;i� iii, I I I 'll �r i* i � WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES I . OTHERWISE BY JEA. I � � 8/08 � :­ ! ': 11�, - ��,': 1 � . :�. I I 11 1 I!, ; �i . I I J,� i I , � I - .. � , 11 I I I �� , 11, -��, , , I t � 1, �4:, 1, I I 1� li�` [ � ,J,lll I"I , -- 11 I !I 1 I 1 i :il i, ill,'�'� l, 1,1,1: It I l� ti "i 'I jl!" i I I �il Will , t: I ,Ji. I . I ii ll­� ,i` , I , ll I 1 ,, , , ,I, _,i4li 1. 1, , I , l� ,I, lq I I!Ili�I�� I i i I 'I d , Ii J1 , � I�i I I , :i I ,� i I,.I , i, ,, ,� ,7; 1 ,1 I )� )) I I i i d I I I,I ,I - I ii.,I I j I � I vqr,P�Il 1 U 1 4"Il�� i;,I;1 I , �1, , � I?, 11 I. It is required that"water mains"be installed,cleaned, disinfected and have a satisfactory bacteriological survey : K ,I,, I 18, 2013 : I _�ijlll�,Ij jl:�,lli�',,�;ll,!,Illl�l J .! 117 ,41,; I, illliIl I it 5i 'l J , � , Jl ,ll�I ',I v --It - I DATE :_ . � I ,, 1, - I , , , , I � ", , I I I I i I ii�rl�! 1 1$1 it , �,� ql lf�l 'W ; I, J 11 1 � Ili I Ji'i I it � I A - 2 iyETER ,� ' 'll lt, ,�i'I�J,J :., F'' I ll�ft I � ­ J�"J�v' METER LOCATIONS 5 /8 , VI 'ili''l ,q�, :411'', i!� , It � "I� Nil"i"i I;�� ;�( �4 erformed in accordance with the latest applicable AWWA Standards, Chapter 627555, F.A.C.and latest JE Water 1I - ."', i i I� � , Jill" I 11 � I i 1 . i L'� 'lli � - I , %,,,,, 11 , , i 1 I'll . � � ; ,, ,, , ". I I "llil 1,1 i �"11"� '!l I � � i -, , ,,iil 1�-,A�, ",.i,',�",�"ll": , - )�It_� ") It i , I I ,& I 1111 it, I,I , ,'�! P I � I,11 ill, , �Ilj Ji I,J;�, I I �,11 I PROJECT NO. - 11252.2 � i "I , M,:,;, ��,,,,� I ,,I, lt�'t, ,;� I �"i llf�§. I III ' l ,,,4,I il 1 1 1 shall mean mains, including I -1 11 f! , I I,,; , I � � J, Ii il! !I i I I I!! 1 �Ii, , , , I ill,� t �i' , If "''I, � � . I I ii ,: 'i and Sewer Standards. For the purpose of this section,the phrase"Jilivater mains" .1 I ATE W- 1 .1 I �:!,i,t I it � � 1i � T � ; �"ili I� ,:! , 11111� 1�,� I , Ifl'I i ,,li'll, ,� I I T ,litt - t �, 11 jj� , I I ic, P �� I � ii A � �11 � 4� I 1. :I �11 I, i I , 11 11 r� I ; ii i I I I , , , DESIGNED BY - ED GOODSON I I ii i,� 1, 1 1 : ,� I I t 1, 1 7 8/08 � I � ,, il, I , Jilt I :1 I Ill ii� � ,r I I I leads; I , I I I �, I I ! I treatment plant process piping,conveying either raw, pa - ,r i l� i�� C ' 'I I'll I I �!� ' I,i I 1 I treated,or finished drinking water;fire hydrant I I "'i" �� � � i , ; ll I ,� � , , : . " I I I I � i, � � , I �: ' ' '! I I I . 1, I , , I ,; 1� 1, �!��i� 1: I I I� ! .I I �i i, i i � - -GENERAL BACKFILL MATERIAL I � i i : � , I i, MAXIMUM TRENCH WIDTH � i A r I 1, '11 I J l ! 11 S � I I �,Ili : I 1 I illi 4rll� � _� I 1, I I I �, 'I I ill ,,I i F I I I i , : : , i�i�i�,�,l i�i� 11 J, �I � ii I 'I � ii���I ; it ]I � , 5 i 1 i I J I i I [11 lJ and service lines that have an inside diameter of three(3) inches or greater. In addition,the phrase"reclaimed PAINT COVER AND INSIDE OF BOX BLUE APPLY GROUT TO FILL ANNULAR SPACE BETWEEN I (SEE NOTE #5) CHECKED BY : JOHN NEVIN, PE I 1, I � , Ii I I I � I I . I VALVE BOX AND CONCRETE PAD (SEE NOTE #1) I 1, , i i I I , ii �t)-2 ��i, �I I ii ll'di 1i I Ii!I i 1� -!'.... . I I i � ''I, i ,. ZJ,I� 1 I,, � 1 I � I li;,­ , I " ,I I,11i],Ili,1!1 �''!-I I Tili I i, I :,� I . ,.;: //// I I � " , �,I 11 1, � I 'I I . � .11 , , -6 ,­,:.-I.i...., I I , I til"J", I,"I i,t''�� I , , ,r � I j 1, , � I, I I I� 1" I I 1, 11 I' I , , I '' " 1 .,I i:i ; water"refers to the water regulated under Part Ill of Chapter 62 1 1 VALVE BOX & COVER i PROVID ",-.-i,..,.,l�'...;.�'l I I 1 i j� 1 J�, ,"� , 1 , -4� 1 , 1� � il'' I ` :1� 11, I ... I I I I, I., . I _� I I : J I lic ' , I�,,i :; I tiliql''J, , J I I , , � I ill 10, F.A.C. �, :. I �I � I 1 1i t 1,�,,i,I ",11 1 i�j� , I I 'i I �i,ll , ,it I l , �l� ,I it , ,il - N.T.S. �� I , 1- il ,�I Ii, , ,,, A T 11�,Illin ",i �i i [,I I I i1i" I 11 lk� I � VALVE TAG (NOTE i BLUE PAINT 1 -24" ROUND PRECAST CONCRETE PAD 4" 12" � SCALE I I 11 I . I I �,, � �fill.i , ,I I, I I �I � I ill ii l��1 � I Ili i 1, � 1 2. New or relocatell underground water mains shall be laid to provide a horizontal distance of at least three(3)feet �::i k , I i ,I� IIJ, j- . � Z , i , TO THE INSIDE OF THE TOP SECTION ��..,. * I � � I I�t , � !, I I , -- . � THICK (SEE SPEC) SET ON COMPACTED I . � I'll ;;; i:,��;,� I , ,I I ,r I I � I ; ., :"..,1:1 I 1, $ i , I : I I r .1 ! : I �.�'!I i ,�, , i I �I I � I, 1, i�i [11 i l�:, . � � 1 ', , 1 ­ : :1 .,`,. � I i i.:i l�it�� � ,�il 11� I I)' F I" ,' ' I �,l�! , , ',I'l ,,�, I I I roposed storm sewer,stormwater force .1 OF THE BOX (NOTE 5) Vl:s....� : t.. EARTH, (SEE NOTE 7) 1 �Revision I I I t i � I I I i r, I ,� . ...-. . I . , , � L 1. I .. . . � i,'�i 1 � ,I:0 2 il! , i ., I ��Jl I I , I I I I ; I between the outside of the water main and the outside of any existing or p I - I]IPE I . I ::I 1111I 111"i 'I 1), , ' ' � il�i ' 'I I Ill I 1, :.'.�..,..:,�..`1 ".1.1l I I No. Date , r � I� I .. �i��� �,�r , � f "r, iz , , i I '' , Ill'! I ' ' ii, � - . :,:v.:...v.". FIN . I . I i , I� ll�l , i I i I 1 I Z ...-:'ll.'. �_ I . 1. � 1 1 1 : 1) ; I I ,I I �, '' ,I , I , � , ,, ,'Ir,, , ,- I � ''o 11 I I �. .... I I I! �, !,t.i ill ,I Ill:; � ,J I� ,- i I I, I ; 1 j 1;11 �:":, 'I' i I . BACKFILL COMPACTED TO 3 r I ;1 � � I I f1i J" , 1 , , *,i,, ill ,I i , � i- i � il�" ,I , , 1� I ii I " ':I;i" � , I. I lv� I " Z it ,11 11 COMPACTED EARTH (TYP) -----\ : ISHED GRADE DIAMETER �, ,I Ill I I 1�14,"p,1,� J!" 1 I't �i I;'' , ,I i 1, 1 1 , , ill, , �, .'' ,11 , I �,''! ,.,l i ain, or pipeline conveying reclaimed water. illil".11 4, � 11 , III I ''.� I !I! I -1, m 1EI I!I !,,� 11 'i , i,I I I Aq /// � � I 11 I� I , li,�l�I!;�Jll,�i,,,�, ,, ,Ir I f ; I ''o ]�� �I, I'' 6" PVC RISER PIPE (LENGTI I. . . - 98% (SEE NOTE #3&4) ,: 2 1 �. : � � I I ! i'� :1 I J� i , I �" , 'V" CU -.�.Idd W -�bi- I ,� y I I I I I I i � �� I �,;! , I� I 1 3. New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six(6)feet, and , ; . � I � � I I!I i I �!i 1 � I i 1 � I, I ; , ,,"I t I ,I""' ', "il� �11 I , I REQUIRED) PROVIDE T IN TOP OF .. ! . �. I I I I . �' 1� , , I . ? I I . � t � ,",, ,,�J,J,' , J� � ' ' , , , '! �i�i ,� �,, it!'I I;,� , f, , ,,�,,�l,� ,,,f , 'i,i!,j , J� , VALVE BOX ADJUSTMENT I I 1 3 1 1 � I I , �Lj�III,j� , � : ii,llultill!, J� � I i I''�� I I".$i,� 1 � I I 'i, a i _;�t I :,'' , i"I I 1�, ,110�1' q �,,, �11 i" 1:I ii, d I - �� .'ill' � ,I, ,,I 11 preferably ten (10)feet, between the outside of the water main and the outside of ny existing or proposed gravityor 6" RISER PIPE FOR LOCATE WIRE I I - I �I I : , � I I I _,�. �,,,'� �� , I !'�!,':;�;�Il�!1,��, �',11 I i I I �, ,,�J� I li ,,, ;�J� ''j, �'� , '',1, I I . . . I , i I I 1 . I I Iii, ;" � l,� � i� v " , i I - , , ACCESS INTO VALVE BOX. . (SEE NOTE 5) 1 1 1 1 j lf,%LO'�''r i ii�l I 1), ;, l�� , "I 4 . ;i��1:J� li��11 111,�IIIJJ�� -Y'Vi, �,,�l � (D �' I I 1. 11 '11"IiK � i'',I ;�i �I . 1`0 . I I . ; , , I I ,,,,,;,­lI ; I ,� i4l�ill 1, J,ti,�I;,�, IWJ�,Iil�',��:,'Ji�,J�� l,� '' : , , 'I ,'I I li, A � , ,, j,I;­r" � ,! Ill, I,, ; ',�, pressure-type sanitary sewer,wastewater force main, or pipeline conveying reclaimed water The minimum . "', , �-,'ti,i� ,lil lJ16)l, 4`1!��,��, ,I J� !�;, ,lli�;t I � I I - I i 't y 60(11��`� ,,�"l, ,�Ji, , -, 1, . i� q', 5 1 1 : I � I ,�l.jlli It 1, 1!!"!���J�,�,�,� �',il`"I",''., 1, 11,91-i I �, I !�, ',,1,'�I,r­, �� : � :I � 11 i ,i'l I�I ,I','',,,T�Nl �1:,�,��� ,!t�,I-, -.t: �. I I . I � ��l I ! �il � ,.111'i ," �,it 01 , , I , ,I, i "'! I ,I I- ill I I 1, , �, I'll ,,�r� ,',,�:,t",:� �, i, ti I�11, , horizontal separation distance between wate -type sanitary sewers may be reduced to three(3) "I I� ,1 � I I � ,:..,",,(, ,,;iii�l J � I mains and gravity ) 1 "�l],jlli�i�l�, � 11 I 1, I '1� " I ! I I � it,�i!,, :f� i�I�,"I"i, ';I� i I i� �,!,�;vi,,� � li J� .�i:!',I, �l ,�,�;�,,!i PLASTIC DEBRIS SHIELD REQUIRED ON ELECTRONIC LOCATE BALL MARKER PIPE TO BE INSTALLED ON I , Y .1 . I I : I ��, � 1 �� , - 1.I I 1��I I i i, "il, li,',;�,,JI J lill!"."J j, I "I ilf,i, r,. i, I I - I , J I .; ll", " I , I,1� ! I"'"" , '�!,t,I,� i . , , feet where the C) --' LOCATED WITHIN 12" FROM RISER PIPE UNDISTURBED SOIL OR SUITABLE ii, - t I I III,J�" I 1,0', I: � I ,, I I I i . , I - I i , , , 1, . I" I �, I r fill 1i J � i j � I , , i , "",I i� , �,,, , , I , bottom of the water main is laid at least six(6) inches above the top of the sewer(special case) ALL VALVES 12" AND SMALLER. (I - ir I,I � I,;,�­,, � i �i �,,I-I;, ,,,, � ,I�:� :i � ,,,�,,,:�,%�,,, � . I I I I j I ;",!J�fit�,I� "1�,�",li� il,,,,:,ri'I r i 11, J1 : � i, ,, .1 "I 9) SOIL COMPACTED TO 98% MAX. ,` I . �: ,( � 1! � � '!:.,,,ilk"�,,i J,4", - i I ,"ji, ,� ,�, �,,I j,i,"� ,; , ,, I I � I , ,, � I ) ,�Ji, `:J" i � , :� I: :, (NOTE 10) I I I I I JI, , i, ", i '7," i' . , ill, '' ��, �, � �� -type sanitary sewer . 11, I � � I 11 I 11 11�,I I ,­­­N:..,J�l�� j�, li,��',�i�,�r"�",I",'� , I I , 1 4. New or relocated, underground water mains crossing any existing or proposed gravity or vacuum - GATE VALVE W/ 2" OPERATING NUT (NOTE DENSITY (NOTI I i ,,, [ �A" �­­1" t'i I,r,i'7r I ,I . I :I'�, r, � I 3,�Kli� ���!,��," ,��! I� I I �,i'111­�I �:� ; ;�,�!�����, 11��,�I I I , : I I . 7��,��'i'11.1'111�1;11 I 6,�J��?J,Jl, " , �,, '',,I 1 ., i "��, � ;�,�,!,_ " , - " � ,�,� , -4,ri, ,il ,, �,r , " , , iii,,4,�,1�.','�i,�,,;��r,"o,;'' ill 11� , ,� � I .� , "I A`�." ,� - � , � ,, � I ��,'Xt�,i , ��Z :J',,',,,�'f'­i'l ''M':�& ", ;'ll ­�, 4) 1 1 1 1 1 I I ,il,1,g,��,'�. Jim llr�."­ , .,� i, "i" 44� �r',,.��,�U�,�� �. i! !i! I !i, ;� 1� . ., I ,��! . , i. I��,�,,�,,��,:��',i�',�,�! ���k: ,�� il 'T ,, , � I .� ,': � I li I I ., f �,� I �c � 'r': � I i ' ' � , "", , ,�,­,`i��;il`�,�,�' 1";',-`�'��;�I��'�_1111, �`�,�� ,,�`� 't, � ,, .t _\ 1-1 � ,,�,, �;il 4�� Ij �: ;:l,i,�,!� __1 J, , ::�;� or storm sewer shall be laid so the outside of the water main is at least six(6)inches,and preferable twelve I 2) RESTRAINED MECHANICAL JOINT (TYP) ­ - ;�,,, ,i­�:�,,� iI �'��;`;�,�, ',11:,�,�"I % I J,'��, ,�I � ,!��ei , , ---PIPE W/ LOCATING WIRE _�, - - ,ii��l �,�i,'�`!� � I" i I I I ic,i��"I preferable to lay \ I 1i : - � . "; !,�i;",,� ­�,,� :,�� � I � 1 ­ 1, inches, above or at least twelve(12)inches below the outside of the other pipeline. However, itis I \. I I ­ �i;,- "I I 'Ij.:il :,�14­'_�"11 l�.����I::,�,i ,, , ,; � , � X , , ,lq ,. i lk�'11 , ., , 1, � 1,4 �­ f! �� . � , 'ii J" - :i� i 1�1 11� :�� ,� �', I I ,- �.. " "I'1, ,:;� �, � ,�,- I . I I - �,, I� , I � � , %: , I 1- � i :��Iq,", �'- , �, 1. i �i, "�;, , I, 1� , I - , I � (�,, ',� i ,� , �' , � 11� I . . . I ,,�; 1, i". � i��_', 1, ,,, ,,,�: i i 1. - i , I I r � I", . i I 'Z1 ; -��r�',ii,,�`"i" 11 I ; ­ the wate I � I ,i � 'i _ � ,.�!! ,�,�� J 7, � . I main above the other pipeline. . I ��, " _� , '41r'�� ­;. �� .", I; ," 1:,21 i I� I il �� i�, :� t �i� , " r I . I : : �I .1 ` * .P �� " I I �1 I � 1� , i� � -1 ,. - I I _! I i " � ", I I I - , ii, " � ,!,,�,�, , 1: � I,,- ,,, I ,i'. ,� ,, , . I : I I "- I , i I 11 , , , I i I � � : I Z ,�, o�!, , � , � r'. , - TYPICAL TRENCH - I 11 . i-i,�.:',i";ir�� � �,,,�, , , I - , I 1: :� , ssing any existing or proposed pressure-type san UNDISTURBED EARTH . 1. I I I , . r r , ���, �,�,��,,:",� , i �, . ,..,,�,i, � ,� - 11, 1 5. New or relocated, underground water mains cro I . I I I : I I I " - , �,� t"��,`­r,,�ii, : , , I e � � I , ,� I I 1 12" (MIN) LAYER OF #57 STONE NOTES . I : ! I I I � ;­ , 2!� , � - I ­ - I I il 11 , �, � 11:1 I - I NOTES: � -�,�,,�",� ,� 1. -;i?:��, ..� . -��� I � I 1 Ill t -.� �- , -- , ,, ,:,� itary sewer, - - -, � I , , i� �­,�,,,,� , , i ,,,���, " ':��"'� ��,,�,-,,,!�, ,�1,, :, I ,"��i�,� , 1 , " � �� . � I �ii � ,!!�jj,� , i� . :1 - , � 1! . kIREQUIRED FOR VALVES 20" AND I i : i , I " � " I I I ��, ,�,,,i�,,�."",��,� �� �-i' " � � 1� :, � i I , � 1 � i I I � � r� , : -�,�!,�: � 1�, I . 1 4, , �_1 - : J � " "I - ��,� 1: I I � - � - , , ��il�� � . �, ;�,:i,�� "', - , LMB%fAffT& � I � �;��11-1111�_,;�,11, � 1,�_, ,�,:�,�,�,�', ; i,� __' ,�:�� �, � . �- , �:�`;��,� ,��".�� , wastewater or stormwater force main,or pipeline conveying reclaimed water shall be laid so the outside of the water , , '. I , " , ,�":� ,�, li .i;, I J, j:,�__��,,. , ,., ,!��:��,,­!�`,,�_,, ,,:;, :� 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP : : ll� � I I I " "�i,�,�,;! - � .1 � - ,;, � "i��I I � J ,� r�,7,�� � �. ,�' ,� , 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PR I �, �!�"",", . � ; ��"'I'Li��,�, ",,4'''�, , �� � , �11�;� �1�, : """ . I I : � �; � 1 , ,izl,,i��­- '. .I �.", 1:t I", i I I r I :!: 1-��� �:* , OVIDED YLUSH WITH - . � -"I I il , . , I � � ,:1 I -, 11- OF THE PIPE AND THE CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL I : , 4. ""' , �� � 1 ,j i I, �. : � � main is a least twelve I 2)inches above or below the outside of the other pipeline. However, it is preferable to lay GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED I : r,'.�I -11 I I ; - I � , �� ,1:,� I; �il,�I i� ''�. ��_�. - ` I ��,;� L'1�?";11 :­ � :It ;� I .1 o_ I -1fl 11 � - � ;! t I I I AS POSSIBLE OR AS REQUIRED BY OSHA STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT I �, I : II;, �i 4 .1 ; I ,%, � , . Z �� I , I: , � 11;:� I 11i;I 11'�� i��k__-.� , " ' - I � ,,��, , � ,� � ,_ i'll, :� ; � �'�� ��! ,,� , - I 11 � ,� , -il 7� 1 1 � -1. - I OTHERWISE. 4 THIS DRAWING NOT RELEASED FOR I I I . 4�_; , , the water main above the other pipeline. 11 ;��i�%,",", ; , , , _ - I I I . I I I I . -",�.'' - I i ; I I I �,",�I . - � I ­ . I � ING (SEE DETAIL W-44). SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM PAYLINE WIDTHS. I 11 � . I � � I., I I I I I - : , � � - i , !,: i �1'1 i,`�9i` , �,� �1�1'!"1, � 1.11 � ;, 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIP � I a,�,��,� ,,� � I �p� , I I I I �_� � I I 11�-, VALVES. THE "V" CUT I 1 CONSTRUCTION UNLESS SO NOTED I I . I , .1 �1,;1-,,�i;,,'��i�- , ';1. ,i. 4� , 3. A "I'll"' CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE , v � �,!��`-','� I ,I , i,��,; �' �:i�, I I I I I _ . � 1� ;�'� ! ��: i� I"� � �;'i, ," � - , . I I ,��­,t' '� l� `1 iIr : i il i . I I 11 - I 1 . 1J, 1 6 At the utility crossings described in notes 4 and 5 above, one full length of water main pipe shall be centered above 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE "I i : " . __ . � I ABOVE. �3, '�­_", N I I -;� I !'-. ' ��" I , IS TO BE PAINTED BLUE. , [;."it , I '' �i : , � " '' ;:�� � ", I I �0 rp,�At�,,�,0t,l'i _ , � � 'I't ,I .. I, ,� I � . . � �i - ��,,' � � lil",� _ E, I ,, I . - LATE AND THE TOP ': I "��,��"�Iil., :�'IjAtl,,,�%�i� L , ,',,',-'j _J.,�,,� ,,,, ` ,", - - as far as possible from the other pipeline. Alternatively,at 4. INSTALL VALVE AT A DEPTH TO ALLOW A 6" MIN. DISTANCE BETWEEN THE VALVE COVER I UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL � . - r; i ''I "I I - , , `,�,�I:A , 1�j,��­i;, , � i �'.- ,Z,-�,��i li�;,,�'!!_­,.,�,,, ,; ",�!� �­,,­­�, ,: � �`�'_"�'1111 ��"�t�`�_.,�,�,��, or below the other pipeline so the water main joints will be .,� : r,,-,, �,,. i I " , " I � ,� , � 1,',,�i��i;�,J,_J, , ,,� r:: �,� r - "­ OF THE VALVE OPERATING NUT. OPERATING - , ,� �'I, ��,,��4 � , " - I� :�,�,Ji�­ ;,� , ,� � �11,l ,, �,�-",�,it;��Iill��Tll�',�`11'$0;,,.,:'`:: ,�__,_ ,'�" i� I , ,Z , , ,,, Iii : I _,_ , _,", '�it i � - ;', .� -f'�r'� �­,,,li;;"�:,,, ��!,­" � r6ioi !����i��I,L�-�,,, I: � ': , Z, � NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ABOVE THE TOP OF THE PIPE. , . ' � , � , - , , , i ��i__ , ,�i,i,��,i",", " �"I " " . � l�i, , " ", , , ;� - 'ri � -�j;"-%" .-��""'�':,.`j��.l r -11, �, I,, j ��, � , ��� . "I , IJ,,1,�_�,�, ,4-,I 1 'Ir 'y'' � - .: J� i- 0 r��t� I 10 - i, ­�Si , �,,": be arranged so that all water main joints are at least three(3)feet from all joints in APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. " " ,� , -j�`Ij�,�;��1!� - .!",�-' . 11-I � � - , I i I, such crossings, the pipes shall 11, I ! �,�,%�, �i`,1,,,,,i7,f li� ," ,r' ,, - , �, 11, L,�,�: � �.I�,'�, i� , i i1i , I 11 I 1 '', � 1, _;ii,_,i,�_�.,"t' � . I , " , I i : l,� _ ,� - : - ,,�,,�,ir,_ I ; I liiif.kil� ,� , ,�,�_ �,!��: -�i.� . ,�:�, j"', ,i 'i ��'4" 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS - �� I �iii: : `,�,��,�r� ,iilt�.:f,-j,",1 i' "L$��I�­;�;�' , '', " 1. 1� r ��, �� claimed water, and at. �� I . jr' ,' ', ' '. �,,�I I il 11�1..,'�Ii�;­, ).� "I'���,,�!�,,rr.,����,',�,�*�"",�:"",j�,;",�,�,,-��'-'�,,,�"""�� "��i,:L I.11 �",, ���t " vacuum-type sanitary sewers, storm sewers,stormwater force mains,or pipelines conveying re ADJUSTMENTS. ROUTE LOCATE WIRES THRU A 'i CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE "%,".,4 �.......", -,,"- . , � 1 il� �l' r.�l. I I I 111�' i I �: r��J��, ,1, ,,, ' ' I I i� � A-3 SOIL (SUITABLE SOIL) AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 I , �,, , :. ." , ,�� ,)'&iE0,,I,,,, , �7 ,�.11�1�!.Ili�":"�Ii'i T " " , ` , ,�,' � !��,., ,!,_,l _;_�, r� . , i . 1,`)`l�.'�,�il�­' I r L'",'��'� I"� l, � I ,�, -,"� , , ,, ��J­ , -TAIL AT THE TOP SHALL BE , , 111:;11-1, --ii, , ��, ,"';, ,� , WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 12" LONG PIG " i� il- �� , I'­ , � '.1 - �.` I ��,`I`,��,`"��''lit, Li;f_:� , ,, �. , INCH SIZE, J"'l�,1,��,:�,""'"' 'j, _ A �5,,,��i,N� , , ,, "��,",,� , .% i ",:`, ��l��C',�, I � ­ "':; r �" '1' -�'' ­?�;i-l�,,,, 1- Ii. least six(6)feet from all joints in gravity or pressure-type sanitary sewers,wastewater force mains,or pipeline il, , '': � CONNECTED TOGETHER WITH A WIRE NUT. � - 1� :,��I�i'%', , Y I� � ":�;,'.� , �" 'i,ri,�r I I ,�, �i��­�*;, ;�,,,i�,,�, I:Tl,i;�,,,;� 11�!�i:,_�"; " :­ , '_",- � ,; . � , 1"" ,, " , I , - 1 -1 11 .- ,:.1,, �, � 1 �i I , ! I � i� 'r,.,,.,,,"'.�,���,t I 11 �'. ­,,,,,,, . ! I "I"i, ". "" ,11,i, " �,i ��!', �P�i."��: "."",,� " , 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. I �� I I , . ,,, , ., .s,�1- .� �" ,�" I If I I, - ,­­ ,1, , ��! � conveying reclaimed water. PROVIDE A)/4" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES � i �i 'I, I �iik ��`,,4'4)�',.'- ::,����j�li�""""; �,�,�ll �� T I I : , , _ I lit',�:`Ivt ,, 1-r- "I'� i"::�,,,�,� ,�'' i:i� ' .,J'L��.�.,-� ' - I , I I '' ' I" �-'i,`�':"�',, I I I 11, � * ,�,, ".1 e,_ :", , I-,;,",",: ��-��,, 1�;. .� ( ; .­� ­�,�i�!,i�[ i,:_111� ,I SHALL BE PLACED IN 6 INCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF � A �`4�,,;�i,",`�4,1��,�'.�.�.�,,".'�;'�,,��'���.",v,it -.J�� �­I ",,�.M,� ���, 1,�'. I 'N i ' . - ­ 1� 1; e"'.",""', I 11 WATER AND � I , I 'l 't��`,'�! �r ,11 `�j]�"",'J�I,,"; , - ,". lW-1,1111, - - - , I I , i � '' � �] LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES. I I i ;�­� I , 11­,T_�,'� i�,. -r , I - - � - ,"i,�I `� ,',�,,�,�--":�,,,�,�.:",�",��,': ,`,1�1�'­­ ro i IT'S MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTI D1557. :.1 i�r,�!,,!',,�,T�,,i j��;�,"�;­ i �,",_ 1'��r , 1�� -�Q,i:!�,.,� , � '��'�',�,�r�,i I , , '' " ���,' ,�� ,�, ,;:1�, -',��,- ,,'�,,,� , i­�_'�',��",, 7 New or relocated fire hydrants shall be located so that the hydrants are at least three(3)feet f manyexstingor 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 I , , `�;iji"4,� , ,�.,_ - �.':,�1:�,�,"I� ­, I I - ", 1. I'i'��, '�,` "_ :� ­��i��i-.�i�i C , i�,, �,­:,�',,�t4 "i!"': ki!�! _ , 0"j",�:� ,,�, 1,",r.1_,, .;' `�" - I'll 1-1.1--,'", -1,'1r.-_ �,�I ., I i I - I _ I 1% I 11 1'1,� , �.�� ','�,,i ,­ ,1 ,.,I", "I', I o,� �, ,:�J, , ,;,�i!�,­�A,,',�,J',�',`,��! !,�',��i�,'," ", RIMETER, MAY BE USED. I � ���, , ��, �11��,I i,� �� I ,� �,4,�,-`,�-,i,� 1',�i,il',­',t-,-,1 r i,illl li I '' I SEWER DETAILS l "". ,I, ;� '�:��, - . ��i,_ -(�i'�,:'i'!. �,ii,7 - K 11,1i,��,��i�,�,�', I , r proposed storm sewer, stormwater force main,or pipeline conveying reclaimed water;at least three(3)feet,and 5. SEE " EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL .11, � � I ,, ," I��� :1 . :� � ,". �� i, 1�� � -, �� , - 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 2 ;!"";�, ;I ", �'�,', I�:�� "��`,�,��i�-�;",i;""l`�ztll li,� O" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL i 1'�,i I,,�.� � 1,, iii" ,�,,., 11�, , -, " , ,�!, i�I � "�,, " �,, i-� . , � ,�i - I "1:�` ' 'I�li:�jl,",_��',r �, � 4 , ;i,�".,�, - �" �� �� ,,, , , . 11 11 I/ 'I, " 'i - � I i,i 1�1111'11111�I- I '­j'� .. "'' , I *at least six(6)feet, and ill r ,, � �,�," �!� " � �.i", _��,'�'� ��",:','�,,�,_ , 1, , 11 ,",,,,,,i",,,, ,, - . ", I, -type sanitary sewer, IS 12" UNDER THE VALVE UP TO A THE OVERALL HEIGHT OF THE VALVE. UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY l �,11��%:� ,� r�:� 'I ,", _ ,� �...�,-, � 11 1 1 t "1 ". i, �, �� , � �'­�".-�, X"�`­� , , � k �_g.;­e,f, ""i"ii,�, ,� __ preferably ten(10)feet,from any existing or proposed vacuum TESTING OF COMPACTED SOILS. I i � � . ,� -, _r�I ,"��,I�1� .��! �� I , - - - '' I " 1 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS �� Z : ,i , , _ i �� %, " � '' - � , - , I � I 11 �,i�', 1,�' 11 � �__��,,i��'�","." "��,r_.'I'l'I ' - �t,�o� ,- , - 1�. 4 1�,11, �, .i,;"I��i , , I, h, ,, ! i,��......t t, �.,I­'­,� 1_' , : i J" ,1,1,7��:� � � � ��"I', ,�,�,�,;�il[J Il"."",I BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT I �, , .,� j ��,� 1, , i�4,�o' ;-11 , i�Iij��, � t X i �ji��i�� �`� I" I - ;­­! I'� ii , I I I � _��i"�� 1�1i,;.., �i 1, '�, !l�'�', ,�,;, I �, , -type sanitary sewer or wastewater force . - �. , , ���,Ii , I "­��Ii� ,�,�, . r . ' I ,� -1��', "�", -.� i � " , , , �� . 1, 11 I I ,,�, - I r � preferably ten(10)feet, from any existing or proposed gravity or pressure � 'I',I .1�i;ll 11 'I I , r� I lt; 1. �t­­1111`, :�, ": '1111 'i i I � , , 1 � �, !��, � I I ., , � I I ,I,I� llh �, _D EQUAL. , I ­ ,,,, ,, ,_ �, ,,�­�i,�,, ,- �;,, ���:��'' `� ,,�. , ,- , , , - 5 lj� �;,, � - I � :, G ,�, :�i�_,!',,�:"�,, , j 1 ii, , �� ,,;,,� , � j, ,��;, , I I, � ,'� � ., , �! AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVI- "If �, "i"i �,� ll'Wl , , , ""," ,1 11, I � I I . I i i: .I I , � main. 10. ALL VALVES (EXCEPT 6" GATE VALVES ON FIRE HYDRANT BRANCH MAINS) SHALL BE INSTALLED WITH AN .-� I I 'It- i , - �_, i �"� 't � ;-14� ,'N';­ , I , , f , 1 ��1:""1 �:r,,,�i ii, ��I J�ilj, j�� �: ��' ,� , , 1 I I - I �, �', ,� ��, 1�_ : I , ,� ,. 1� , 1"i il �l � ��i I I 11: 1; 1 � , ,,, � I 1; � I-- ,il J, ,,­�c 1� ''It`�,, : ".'; , 'I , "":, ��, ,, " � � I I I � -_ I ,I ,�����! , , �i J,,,, I 11 I I ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER (3M-1403XR FOR WATER - OPEN - CUT TRENCH FOR PRESSURE PIPE- I I'll - " ­.�:,� i ,, ,,, , / It- la�, -1 � " '' �' '!o '' r I I, "I' ll' -.:,�� i � , ��", �, ��' �i,':,�,_�I,:;��;� 1 ,,:` :'': �,�l , , I "i ''- .I:�, ,I � �', 1 1�, um horizontal distance from another I ;'Y' w I , ,_ ..,�, ,-. �� .." ,,, 1 r ,,,,��1, � I,, , ,,. id less than the required minim LAIMED WATER). I I i'll I ., I , ,�'; i,, I�,it I !,� 1", , , � 6"''. ,�,� J, � 11 11 i ;i,��; , 8. Where an underground water main is being la I I'll - I t, :I ,, I� I I 1 8/08 PLATE W-42 I ? 4, .� �,, �0 '.­�- " !� I �`!,I,. ,I�",i I,,i,1,I I'r,� I 1 1 1 �,�, ,, , , i, �I I ; I , ,,,, I 1 4� . � �, � i 'I, I, ��� i I li , I � I.1,�,I i;i, I ,I , , �� I i - I � I -il - ID . '.�, " . � , 7 Z. l,i� ,� . I I � 1 1 1, , I q .�.!I � I�i t I�! - ,: I d I . .t 1,� . I �'!l illi�l�-�,Jk I I l:! ," I � Jilt � ,I I � I "� i � ipeline and where an underground water main is crossing another pipeline and joints in the water main are being I I ��11 - 0" ,I'll I 1, ��tl�,,:,�I � '' .it i, , -� 11 r,,, i I : I : , �': ���l [� I 1 4�. (_ - i � ,4 t 11,, 1 , , i i :( ! T � 1 1 I: ` i i I, � . � � p �, ,� ,I i I , I ;:;, _� �0 0 �-_�.' -;,, - ,�� I r J , ii � I � ; � i d � , _ I � fl I t it I i ,�'. 1� , , , � :� - . _ � ,� ;_i�l ': , located less than the re I I . )"r n, - - I I I I �1 1 1, ; ,i, -:E ` 0 �,�/ a I - ll�l � I � " I � i I � I --L - _. ) :) !! i ! : �, �I l,ii 11 d �, Ri I� . i t I'll i d ,i �� - ; I �: Ui � I I �11� I . I � I '' � , , III -I; r,, I �. - , I �� - i : I i[,i Oil 'i j ��� I', :!ill f, I J -C),,, ­� " 1 i � [ I.'' I : 1 I 1[ quired minimum distance from joints in the other pipeline,the contractor shall consult the WATER VALVE INSTALLATION D ETAI L /_ I 11 1 I I J , � I - _'.. - _:. � , � I I i i �i il � .. ;� 01. ,z Ill : ; I : [ !� I i ::]� � . /,� 0 � , �. I : I : ; -1 I; r , , .1 � !� I I I I � i � 1 1 . I '1� I I I � � 1 , : I I I !;I: I:II lilio,i� �,�l, 11 �i i Ili �i ; i : 'i 1, , I "�s,"i i Iii� I I : i . design engineer to obtain approval of any alternative construction methods, prior to construction. . 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I - I 11, �i �� � ,; C � � i , I I :i lili i I t ri i ! � ; � I P, � � � � 1,i,:� "����l:��i'�,l�ii�l,' '!, �11,;i i ;, ii � - : i I I , r" q I 11 �t I , 111�t ­J `I �Jll!!�i �; I�'11''" �t ]] � J� 1 �� � �r I � � i !", i � � , I; i I ��ii , � � � I � i I . j:o,J �� : i I I I I I I i ' l __ � l I I Ili I I �l . 1111: 11- 1, " I I ­ ­ - - I I ii - j, I - 't i I li ,� , it ' ' J� I lil _______ ___ ______ ---�-�------- ------- ---�,------, �-�-,-- �,�----- ,-, � . -, ­ �, � � . I ' 'I '�,,--�,-,-� ll-"�ll-� ,�- � �,- _ � ��,��� *� 11 I - i . __ __ ___ - -, - _____ ,__,__,__,_� I r, I I I is , 'I - I 1 I i� Y. ,. t Y F II'In ( I"'alr; �� •I a i 0. ., <,:t- U� I 1 � � ,u li , I c+ i i , I %, I , ' I Aw &, i I , 4 ,iw 1 j 1 °1 rV 'r i - `1 I` M f 11 � 10 I "� " 'I 11 t S�1 I' ;? r r11 ' I r 'rfi ,1,1' ..I! I,i` : C .i,`'. "Y:_ ", , ` , ,_I ,,. .t B B / II p .. , .. I 1 a, ".. SON ,I . .. ..,..t _,; - t Y,. - 11,,t I 4 4 ,Ram p + s ql } S t � 6.,I - _ MN/MIJf COVER(SEE NOTEµ) I 1 :am Y P ,I�i,,Ii It, '^'`.; 1 i? I ; ,� rr__% :1 N* I I ,{ DEPTH VARIES FULL LERM OF PIPE CENTERED MucwuAl JOINT DEFLECTION FULL LENGTH OF PIPE 1'1 "` I I , f SEE NOTE 5 LOCATE WIRE 'I ;I I t J; AT CROSSING.(SEE NOTES). (SEE NOTES 5) I,, MIN MAX COVER DEPTH VARIES I , r,1 I 1 •, 1ll 1 : I , I, ; I. I `'I ,1 1,1 FULL LENGTH OF PIPE CENTERED AT PROPSED WATER MAIN CENTERED EXISTING UTILITY MIN/ MAX O SEE NOTE 4 I I I'h I I 4 f 9' 9' CROSSING, SEE NOTES. AT CROSSING. (SEE PIPE SEE NOTE 3 PROFUSED WATER MAN MAXIMUM ANGLE 1 Ic; A I : I Ill: MIN MIN slzE a TYPE vArdFs MIN/MAX COVER (SEE NOTE/4) O FULL LENGTH OF PIPE SIZE & TYPE VARIES. l '! {, I,. , ,I : I I II (( , i "I, 'p .ts 1, ! I``I NOTE) CENTERED AT CROSSING. SEE EXISTING CONFLICT PIPE • lljl V% I} , 1+' f1.' a SEPARATION VARIES LOCATE WIRE I LOCATE WIRE, SEE NOTE 3 NOTES. GOOC�SOn NeVIn 11 I 1 I ' h I + (SEE NOTES 1&2 (SEE Nore�s) + f ' 1 ! i d i !; s c , I I: MECHANICAL JOINT 11Y', 22Y OR PROPOSED WATER EPARATION VARIE MAX OFFSET • II , 1 SEPARATION 45' BENDS SIZE VARIES (NOTES 5) ( ) _ /- and Associates I ? : , COVER MAIN.SIZE & TYP SEE NOTE I 1 VARIES (SEE VARIES + LOCATE WIRE I + NOTES 1&2 SEE NOTE3) ( I t I i I n Co sultan En in ears A 9 I 1 I I I , A A SEPARATION i�s MAX ANGLE I MECHANICAL JOINT 11Y,', 22Yz' ( t ) ^" p ZTHE LENGTH OF THE PIPE TO BE ExSTINc CONFLCT PPE E.B. 26306 I 1 g' i I I I- RESTRAINED JOINT (TYP.) SIZE OR 45' (SIZE VARIES) 9' MIN. - MIN. MINIMUM HORIZONTAL LENGTH REQUIRED 9' MIN. 9' MIN. MINIMUM HORIZONTAL LENGTH REQUIR 1 PROPOSED WATER MAIN SIZE & TYPE 4ED I I I RESTRAINED ON EACH SIDE OF BEND i 1, „ I' I AS REQUIRED VARIES MINIMUM AS PER MANUFACTURER TO DEFLECT AS PER MANUFACTURER TO DEFLECT I I,�, Ii I I- rrrrr SHALL BE IN ACCORDANCE WITH TABLE 11% I MINIMUM HORIZONTAL LENGTH REQUIRED AS PER PIPE VERTICALLY TO AVOID OBSTRUCTION. PIPE VERTICALLY TO AVOID OBSTRUCTION. I , , ,-1I PIPE .MINIMUM HORIZONTAL LENGTH REQUIRED AS PER L FOR MECHANICAL RESTRAINT LENGTHS, RESTRAINED JOINT TYP. q q `f p �/ /��/ c Z r.: ll THE LENGTH OF THE PIPE TO BE RESTRAINED ON EACH ( ) MANUFACTURER TO DEFL CT PIPE VERTICALLY TO AVOID MANUFACTURER TO DEFLECT PIPE VERTICALLY TO AVOID 1 O 175 FFORTUIVE f ARf�W/11 SUITE 4OJ I Ii i I": BEND SHALL BE IN ACCORDANCE WITH RESTRAINT EXISTING CONFLICT PIPE (SEE DETAIL W-31 A&B) SIZE AS REQUIRED OBTUITITN. E o3sTRucTION. CASE"B"CROSSING ' J : I I I ,, i I' I I iL, SIDE OF E I , � . I 11 1 !, I 1 I JOINT SCHEDULE, (SEE DETAIL W-31A GR W-31B) NOTES: JACKSONVILLE, FLORIDA 32256 1 CASE"A"CROSSING i � � I' III; 1. I, 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED (9Q4 519-7770 Fax(904)519-7776 € I I= I'' I '1I I • i ,,I I. 1�� 1,i ., BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. I I 1 1 I Ifl I @, CASE"A"CROSSING NOTES:CASE B CROSSING ff N i N T 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL (W-10 AND W-11). I I 1 Ii t: I I I I I FRAM E 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED I I �II,: ; �'' : BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. . AN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE'MAXIMUM L THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM _ ' u SOILS BETWEEN THE NEW M I 3. LOCATING WIRE REQUIRED: SEE DETAIL W 44. f, M 1557. MODIFIED PROCTOR TEST ASTM D 1557 `." ' , LABORATORY MODIFIED PROCTOR TEST, AST D DENSITY AS DETERMINED BY THE LABORATORY MODIF E PR _ I i , „1I , SIN AS DETERMINED BY THE 2. FOR MINIMUM VERTICAL SEPARATION RE UIREMENTS SEE DETAIL W 10 AND W 11 . �� .,. 1. I ., 13 THE COVER OVER ALL PIPING LESS THAN 24 SIZE SHALL T - "s I I .I 4. L BE A MINIMUM OF 30 IN UNPAVED AREAS AND 36 IN PAVED AREAS WITH A r„,,,.., ;: •,I, . I - - " " 4 _, W 1 S W 0 AND W 11 T DETAIL W 10 AND 1 TICA SEPARATION RE UIREMENTS SEE DETAIL 1 .: , y TION RE UIREMENTS SEE 2. FOR MINIMUM VER L Q ., , ..........,...,.. I ,; 1 I; I MINIMUM VERTICAL SEPARA Q ) ( ) ,. a� r11 r .... . ( MAXIMUM COVER OF 60 UNLESS APPROVED OTHERWISE B C V . . • �, ....,, „ _ Y JEA. COVER FOR PIPING 24 SIZE AND LARGER SHALL BE MINIMUM OF 36 p, ,A ,:, , ,.,.,,., 3. LOCATING WIRE REQUIRED. SEE DETAIL W 44. ,> „., , f , , , ;, 1 3 " r ,. .. I ,I ,•,.I , I :l / 1 PAVED AND UNPAVED AND MAXIMUM OF 84 UNLESS APPROVED OTHERWISE J A [,, 1., ,, ) BY EA I,. I, I JJ _ , 1;; ., ,,..I , •. III, - � 00 AIL W 44. ,:rxr. I.11F ,,, I ; ,.,,: I, ;, , I D TAIL W 44. 3. LOCATING WIRE REQUIRED. SEE DET }, ,, _. _ I_„ I: ATING WIRE REQUIRED. SEE E I,r liI_ ,,� I I I„ I I 6--:I V R AL PIPING S THAN 4 f E SHALL BE A MINIMUM OF 30 IN UNPAVED AREAS AND 36 IN PAVED AREAS WITH A ( I, I , , I 4. THE COVER OVER L P G LES N 2 SZ ,1;1; <.;; r` " : , ;' T T MBINED ONGITUDINA PI ., .. 5. THE MAXIMUM 0 AL CO L L PE BENDING I UDING JOINT D F P I N NCL ELECTION OF PVC PI E SHALL BE L MITED TOA OFFSET . _ , r 1 , L� , _ r7 SHA B MINI UM OF 36 ,. ., ! F 60 U S APPROVED D 0TH W EA. COVER FOR PIPING 24 SIZE AND LARGER LL E M I I � MAXIMUM COVER 0 UNLESS S A R E OTHERWISE BY J L ,. , , 3 8 , I I ! s yy AV D AREA , r',.. .,.. 1 L PAVED AREAS 36 MIN INP E SIZE SHALL BE 30 MIN IN UNPAVED AREA 36 MIN IN PAVED _. HAN 24 SIZE SHALL BE 30 MIN IN UN 4. THE COVER FOR PIPING LESS THAN 24 I, ,„:, _ , ;:, -.I COVER FOR PIPING LESS T ( ) ( ) » ( ) ( ) I 1,. , .,,, : ,slI� FFFET IMIT IS BAS D UPON 20LF PIPE ENGTH AS I DI y1 I � 0 L E L N CATED BELOW. C ,i I4;a...,.. ,: ...IL. „, , , MA V RIS BY EA. III .. ,1 PAVED AND UNPAVED AND XIMUM OF 84 UNLESS APPRO ED OTHE W E J ', 1,. fI IN 24 SIZE AND LARGER SHALL P OV BY JEA. THE COVER F R PIPING 24 SIZE ANDA MAXIMUM COVER OF 60 UNLESS APPROVED BY JEA. THE COVER FOR P P G ` 1 0 ' AREAS AND A MAXIMUM CDVER OF 60, UNLESS A PR ED 0 ( )' , C PIPE SIZE OFFSET 20LF JOINT f :IIL,III€f,ll}I, ;; I >1 II. ,I PV MAX �' I.,,r`:.`' N ESS PROVED BY JEA. 10 3 4 AX MUM COVER OF 84 U L AP I PAVED AND UNPAVED AREAS AND A MAX MUM COVER OF 84 UNLESS 36 MIN IN PAVED AND UNPAVED AREAS AND A M I / LARGER SHALL BE 36 MIN iJ ,,, ( ( ) ( ) .I , , , ,,I I , �----- -� IM T D TO AN _ } ., s 5. THE MAXIMUM TOTAL COMBINED LONGITUDINAL PIPE BENDING INCLUDING JOINT DEFLECTION OF PVC PIPE SHALL BEL I E " ,r,,. ;, ,, > I ,, d i + ' ;' APPROVED BY JEA. 2 30 I I IN ANON-TRAFFIC AREA NO TRAFFIC LOADS AND THE NEW PIPE IS D.I.P., THEN OFFSET OFFSET LIMIT IS BASED UPON 20LF PIPE LENGTH AS INDICATED BELOW. " .. I':, I tl ITILITY CONFLICT IS LOCATED ( ) ( ) 91'11. , PVC PIPE SIZE MAX OFFSET 2OLF JOINT 4 19" I } TO 24 INCHES ONLY IN THE AREA OF THE CONFLICT. C ) i °)1'; I' tI I!: ,. I MINIMUM COVER MAY BE REDUCED ( ) SECTION B B I ' I i 2" 30" 6� 13. a ,Iw I I. I I 4 .,J S I 11 4" 19.0" 8 10 ly ;i`' " I I I I , ADJUSTMENT UNDER EXISTING UTILITIES „ „ 10" 8" , ,1i„':i ' I I ' 1 ; I 6 13 " " r= 1. 1 I 1,:; I i . I g^ 10^ 12 7 J x » » I : �1 1 MECHANICAL RESTRAINTS " ; 2 1 2 1 14 AND LONGER 5" "{"..,., :; )TIII,r"I I} f yt(x19,1 ,#I,, I i'rJ I I1.,, I I { V } 1/ 13 / 2 t o" a" 411� _ „ „ .3.A a 1 I 1 1- tl }, i 8/08 PLATE W 34' t2 7 �Irr .,.,,,, ,.. hA r 4 y I�1.41. 7/8 4 'f ,I f I, 14" AND LONGER 5" t' t :` I 1' L , „ , . I'1I I ' I ' T OVER EXISTING UTILITIES I DJUSTMEN N I I I , I ' ,; ;'II ,: ;i. , ;1 I 1 i i�, ,I, I I , ' I J M ADJUSTMENT OVER EXISTING UTILITIES I I ; I I } ,} MECHANICAL RESTRAINTS 1/4" ADJUSTMENT UNDER EXISTING UTILITIES t 1 I i ,, I, !, ' .I 11;1 II I III : 11 I I 1` j i' y''11 8 08 PLATE w-32 �� PIPE JOINT DEFLECTION fl !, PIPE JOINT DEFLECTION N I III 8/08 PLATE W-41 1 °I 1 i� i 11 I 1, I , i I + II » 8/08 PLATE W-40 I 2 3/41 1 1 1/2 2 3/4' NANCY H O U S E t T� T-T' I VALVE BOX FACILITY I & COVER FINISHED GRADE I SCH.80 PVC TEE BOLT TEE BOLT j '11 UNION (SIZE PER NIPPLE SECTION A-A11 I , I l . r P. .C. �-FITTINGS I PLAIN END BELL Jt. CLAMPING PLAIN END / M,J, p,l, O R 1. .; I1 I I I CATION TYP. BACKFLOW PREVENTER W/ COUPLINGS - IT-I - -1 i-rl- - P.V.C. P.V.C. 1 I 1, I f 1 ' I II II 12" ^ 11 ' i I, ISI" ; lri t11 I I f:, ' 1 ' ; I'. I f t h,I - FRAME& COVER 0 II I I I I 11, y, I Ir . I SURFACE Q N ADJUSTABLE If , ,4 ( I . Li.! . in VALVE BOX 11 :I:II ; ItII {,, I I I fl 1 I1 4 _ z zEY 0 FLEET LANDING L>'l , I i ,al 1 Ir.II 3 , I t: 1 '1:.i a ,, V ' `f I ,I , 111 I ,' 1 � I ', x,l ,,,I ' le '; E Q � Q PVC PIPE RESTRAINT JOINT SCHEDULE ,,,(:el 3= „ 4`. :. ..,,,I i 1 u:., ,7 {., , ',;f II 1�r. h„ . .♦ •i-. � CD - .I :s`' I' ,I(r s + w o w GATE VALVE SEE PLATE Nos. 31 C & 31 D FOR ADDITIONAL DETAILS 1lsl,l ,I .,I I,,1 4II I ,4 s y. ; , I ] > LENGTH (L) TO BE RESTRAINED ( ) BELL RESTRAINED MECHANICAL JOINT 11, I I I I ( , :1,! , , 1 I i I 9 I� ¢ I� ¢ RESTRAINED BELL JOINT Rwc [ , Ir 'ail i" 11, I 'I' i ; ! ,;. d d I ;:'r SCH.80 PVC Il I,,,, , , �, , „ ,, CONCRETE - z NOMINAL I TA F VALVES TYPICAL PROFILE ,LI, II I,I. 1 1 I L.., 1 ;.",I I,II -11 TYPICAL I I -,;" .'I l 1' }I I 4'11 , ..I 1 , I,.,Ih I ;, I f p, . x NIPPLE ( � PIPE 90 45 22.5 11.25 45 BENDS OR ICAL PROFILE 1 1 1 II. : I I 11 : III RELIEF MECHANICAL JOINT TO PLAIN END I i i MAYPORT RD . �1 ' �,I i''ti 1 �', 14 I,I`, I" 4 _ SIZE BENDS BENDS BENDS BENDS SEE NOTE 4 DEADENDS SIZE L RUN BRANCH L BELL JOINT TO PLAIN END O " ',I" } '' I I GALV. PIPING VALVE ---- GALV. PIPING _ _ W/MECHANICAL RESTRAINERS ' ,1 11 't'9 41„I ,I ' : 1'1 1. : I�. �I 1- (IN.) L(FT.) L(FT.) L.(FT.) L(FT.) LU(FT.) Li(FT.) L(FT.) FT SIZE SIZE W/MECHANICAL RESTRAINERS11 (I I 1, 1,1 I _ DISCHARGE (� sx4 35 >I , ' I ,1 'T i sAME TozBE& SECTION ATL A NTI C BEACH E L 1 4" 4" F.O. , N - 4 20 8 4 2 20 3 50 ' PRECAST CONC. N I I MATERIAL AS 8X6 35 6" 6" 10 I! I COLLAR FINISH GRADE -11l SEWER MAIN 6 28 10 5 2 28 4 70 [1:::::1 �► I ' , I ,1 _ 8X4 65 4»< LESS F.o. . I I; n I-' -I MECHANICAL JOINT _ � L � 1 B. ,.;' 1Ir111 X41�1,, 1 I ,. 111- 8 36 14 6 3 36 5 90 8„ 8» 30 , I 'I''�' ,,; xa1 I I I: 1 III : !s h'I ' VA/i�A/AA/AA/AA VA/AA/�A �A��AA/AA \ 1, ,A<, ' 10X8 35 �k k (c *�k ** ** {.1µf . k, F. 6»< LESS F.O. ,: -j �� liiti,. E ',. :. � ` IM CHANICAL JOINT SLEEVES �.. _.J�,��j I ; . I 111 I I=) I-- 10 40 18 8 4 45 6 1 10 10X6 65 REDUCER *Jill"If1 GATE VALVE AID BOX 1 I , i 1 :,.} ' P 1 5 ,I I, I ALL BFP'S TO BE FREEZE VIII=III.. : 114dp i k 12 50 20 9 4 52 8 120 10" 10" 48 '>,•, " 11 I I.I I I .ATE VALVE ` 12X 1 O 35 I 1 , I NT BOXY -1 i(-III - 6X45' 12X8 65 8„ 14 NO. OF TIE RODS REQUIRED w'' 1 I i I 'I PROTECTED (TYP) - ,6x,2 65 s»< LESS F.o. Q ;I r III= I I 6" PLUG T4 56 23 10 5 60 9 140 TIE RODS I ,, I I:,'` 16 60 26 11 6 67 10 160 16X10 95 2" 12" 65 3" 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD) ' ' I I II II SUPPLY E 2OX18 35 10" - 12" DIAMETER MAINc- 4 TIE RODS REQUIRED PER JOINT (3/4" ROD) I i; 18 69 29 12 6 74 12 180 10 35 » - » I E 1111 - 2OX16 65 14 16 DIAMETER MAIN 6 TIE RODS REQUIRED PER JOINT 3 4 ROD - . .. ,-. » 8 < LESS F.O. �► ( / ) iI 6 WYE „ TF<, :; $.F t. �. . " I II �, .. 111' V I'} 18 20 DIAMETER MAIN 8 TIE RODS REQUIRED PER JOINT 3 4 ROD .. .. ii t :, I s ;: I REDUCED PRESSURE ZONE BACKFLOW - 20 75 32 13 7 80 13 195 20X,2 120 16 16 100 4, ( / ) .1 111 ,, If± , ,. I 11 I `r 4 h:, 1,°:.' ia: . ; ,, 1, I - » ... ': 24" DIAMETER MAIN'-12 TIE RODS REQUIRED PER JOINT 3 4" ROD 24X20 65 12 40 ** .. , { I v - :: 24 Z6.... 33 15 7 81 14 200 _ _ .. .. ,) I,>. ., 11 J 1,,, F 30 36 DIAMETER MAIN 14 TIE RODS REQUIRED PER JOINT 1 ROD) r •I n, i .. art. Ij I,I,R A.r.,. . ,�, I ( 1 I 1 L L E R o < LESS F.0 » „ » _ . 4= ,, , „ 2 DIA. AND SMA PLUG I , , i (. PREVENTER ( l _. < 4 4 - 48 DIAMETER MAIN -16 TIER !..},....a;l u1+,111NiI1',,�.h.. :. F II . 1'h L'1 €,t ! 11,1 11 1111 19 k'' \ / 2X18 95 2 ODS REQUIRED PER JOINT (1 1/4 ROD) 30 88 36 ; 18 9 97 16 235 „ ,I;. I �111° ° 1, I } 11 ` I 9 , ' . I _ CLEANOUT DETAIL 54 DIAMETER MAIN -18 TIE RODS REQUIRED PER JOINT 1 1 4 ROD G11 H i C III; I,1 I 1 ' 1 Al 1' I 24X16 120 20 20 130 ( / ) I. II ,' it'll �I - iI', I, i 36 100 40� ' 20 10 110 20 270 " 1 I I -y' 16" 80 30X24 80 , ;, DATE . -DECEMBER 18. 2013 II , II 11 I 42 115 48 L' 23 11 125 24 300 I I ! I I . ; 30X20 150 12"< LES F.0 I ; THE RODS 52 25 12 140 30 340 .,, ' '' PROJECT NO. 11252.2 I T^. i' : I 48 125 36X30 80 24 24 ,30 DEAD END THRUST COLLAR ANCHOR L�11 i ( SEE NOTES ," I I _ 36X24 150 20" 90 TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH(OPTIONAL)SIZE I HORIZONTAL BEND _._ • ED GOODSON r I I I 1 > ;, 42X36 80 » AS PER THRUST BLOCK DETAIL(VN 38).SEE DETAILS VV 36&W 37. DESIGNED BY r I �, I + `- 42X30 150 16 40 It tII 112"< LES F.0 ` , 1 * AGE - J.' C ISI., : i ANGLE OF DIRECTION CH N 0 '..., , 1'I' . 1 I . .I ', ,,, _ m : . CHECKED JOHN NEVIN, PE it .. 48X42 80 30" 30" 140 HEC BY �. 11 11 I I.I ; i �' } II PVC PIPE RESTRAINT NOTES: ! 24" 811 0 I ;, 0 48X36 150 F Ii ..� r 1- I � � � Ir,I - I I , 3 ' ' „ I I I I ::.- .��... „ =; N.T.S. r a ' , t , •L * * ,.,........: . : ._- 'T";' .1. . " ALL BE UT LIZED ON AL WATER SEWE E 20 50 SCALE , , I !I' n.,..,. ;. , t.;. 6 MIN. 1. THIS SCHEDULE SH L R FORCE MAIN OR RECLAIM D 1 I I I.1 L .!. - - LL FITTIN S SHALL BE REST INED T E 6"< LESS F.O. 11 , :.: WATER SYSTEMS.A RA O LENGHTS INDICATED ON TH 1 I �1 �► ,, * HEIGHT C__ _I - = B + 24" MIN. 12" & LARGER PIPE ABOVE SCHEDULE,ATA MINIUM. 36" 36 180 30" 120 No. Date Revision I , 1 1 PIPE O.D. 18" MIN. 1 4 1 I' DEAD END 10" & SMALLER PIPE 2• ASSUMPTIONS:PVC PIPE,SA�ETY FACTOR=1.5,TEST PRESSURE=15OPS1, SOIL=GM OR SM, 24" 50 } II TRENCH TYPE 3,DEPTH OFC VER=30 INCHES FOR 20" AND SMALLER PIPE SIZE OR 36 20"<LESS F.O. 1 NOTES: INCHES FOR 24"AND LARGER PIPE SIZE. 42" 42" 220 1 1. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL i S:SHALL B RESTRAINED ON EACH SIDE OF FITTING. 36" 160 3 I I I * 30 80 ' 1 3. BENDS AND VALVE. :) I (I,';, I 2. THESE TABLES SHOW MINIMUM SIZES FOR THRUST BLOCKS IN GOOD SOIL (A-1 THRU A-3, CLEAN SANDS AND GRAVELS) WITH MINIMUM BEARING I a, 1 ,I k 24 40 4 1, r I THRUST BLOCK , CAPACITY OF 2000 psi. - k I r, 1 II, P 4, VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX.8 FEET COVER ON II 0"< LES F.0 E I I �_ I w FOR TEES & PLUGS E ILS Lu IST E RESTRA NE LE E LI _ BOTTOM.PER THE D TA „ ,.: ', 1, '11{ I> . +'ll F ,I,I 1 H I D NGTH FOR THE UPPER(TOP)LEV L. 5 A D PEAT WILL RE DIRE LARGER THRUST BLOCKING., rJi=s :' „ „ ,, `' I "1<;',I ! 11a ! SQ:Fi. BEARING 3. POOR SOILS A-4 THRU A-B,SILTY SOILS, CLAYS,.MUCK N Q 48 48 250 'II ,t r,1 I ,, 11" I # + " I I I L, ; ,, UPPER BEND o TEE IS THE RESTRAINED LENGTH FOR THE LOWER DEEPER LEVEL.ASSUME 45 DEGREE BENDS. y. i w SIZE ( ) <I "'.11'i a. i' ;;; S,r € q ;I ,,5>1, 11 �I'.I ,t ,..,,.11 A URFA - ' 42" 180 I �t.,.. ,s :, 1 y,+ , :...•,, ,. f 3 I :;,, ,LE OF 45 DIRECTION ZD x 4. BOTH C BLOCKS AND TIE RODS MUST BE USED WHEN IN THE.JUDGEMENT OF THE ENGINEER, THE NATURE AND CRITICALITY OF 4 i illill4 16 16 18 1.78 CONCRETE THRUST 36 90 =; ; : LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF 1 .; I., € , .1 .. A IST REQUIRE POSITIVE ASSURANCE OF STABILITY. 5. TEES,TOTAL LENG F NGE cn N INSTALLATION IS SUCH AS TO EQ I'I;I I -li I } s ;9 1 I ;i' ,' ' . I I., p I, c 6 20 3.33 30" 40 k, k ,{ ,,I I , I w TEE(RUN)SHALL E1E A TOTAL'DISTANCE OF 30 FEET(MIN). SEE SCHEDULE ABOVE FOR It 1: { :I Tac: ��t L1.' .,. : : 26 7 I'. I a I , I l: I ;' ,_ ¢ 5. THE USE OF THRUST BLOCKS SHALL BE LIMITED TO SITUATIONS SUCH AS POINT REPAIR WHERE EXPOSING SEVERAL JOINTS OF PIPE IS NOT RESTRAINT LENGTH ON TEE"BRANCH"LINE. 4 < LES F.0 I I I„I ,i I I " I I}. FEASIBLE DUE TO EXISTING GROUND CONDITIONS. F.O. = FITTING ONLY j If IIli , 5 it k sl ,.I • ., h ( I •. ,; I I 48' 24" 1 1 r ° I I HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT MIN. III ,1,:: .I , .;i, VERTICAL " E UIR D I s ( ) I I?( R !11 1, r!„ ,1 ), WE R BEND 14 40 56 24 15.56 6. CONCRETE COLLARS WITH TIE RODS MAY BE USED ON DEAD END LINES AT THE CONTRACTORS DISCRETION. NUMBER OF TIE RODS R Q E S 1: ! ..,., %!' I'I '!j 1' 1 I �` 'Ii °r'" I ',I; a , LO '' 1 L,; ., ".. ;)g'1E^, ; ;1 q e ,I -,: E"'I ` ,,,:. I .''; RUN - 16' ' 60' 24" 20.00 AS FOLLOWS:. 1I ; ,I_YI; I 111 ( 1 I OFFSET PROFILE 48 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE)SHALL BE I I I' E. 9c' I . !:: s 1 i , .• 1, r 1 I I I r i 18" 56" 64" 24" 24.89 3" 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4' ROD) ' L i`€ ! !If _ _ COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH INCLUDES NOT OVER I j 10" 12 DIAMETER MAIN 4 TIE RODS REQUIRED PER JOINT (3/4" ROD) „' ':' I7 24" I 20' 60' 76' 31.67 - TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD ONLY BE SNUG TIGHT.THE ! 14 - 16" DIAMETER MAIN 6 TIE RODS REQUIRED PER JOINT (3/4" ROD) 4" 90' 24" 45.00 "4 F 45' 2 72' _ HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. j 1: ANGLE 0 - IN 8 TIE RODS RE UIRED PER JOINT 3 4" ROD DIAM TER MA Q 18" 20" E ( ,1 1 4 102 2 „ X a ''. 86 60.61 VE H M G E JOINT MAY CAUSE A FAILURE AT THE BELL RESULTING IN A SERVICE 1' DIRECTION CHANGE 30" 24" DIAMETER MAIN -12 TIE RODS REQUIRED PER JOINT (3/4 ROD) O R O IN THE 1 I 36" 116' 108' 24° 86.11 30" - 36" DIAMETER MAIN -14 TIE RODS REQUIRED PER JOINT (1 ROD) OUTAGE. I It I i, i" I 42" - 48" DIAMETER MAIN -16 TIE RODS REQUIRED PER JOINT (1 i/4" ROD) !I 1 _I I �' 54" DIAMETER MAIN -18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) 1 t I , I, ;I i..� BRANCH 7. MAXIMUM TEST PREssuRE To BE 150 PSI. THIS DRAWING NOT RELEASED FOR I ' I II; i' I I I "; CONSTRUCTION UNLESS SO NOTED i '.° �!. THRUST BLOCK FOR BENDS i, : I,, i` I I I : PVC PIPE RESTRAINT JOINT SCHEDULE AeovE. E'F 1,1� I{`;l r �'I i 90' BEND SQ. FT. BEARING 45' BEND SQ. FT. BEARING 1 2' BEND SQ. FT. BEARING i 1 1 4' BEND SQ. FT. BEARING I 11 11' TEE SIZE A RFA A RF B F R 8/08 PLATE W-31 a 4" i 6° 16" 18" 1.78 14° i 6" 18" 1.56 14" 16" 18" 1.56 14" 16" 18" 1.56 g° 22" 32' 18' 4.89 16" 18" 18" 2.00 14" 16" 1.56 14" 16" 1.56 SHEET TITLE 1 8' 32' 36" 18" 8.00 24° 28" 18" 4.67 16" 18" 18° 2.00 14" 16' 1.56 I , III �`� �► 10" 36° 46' 18" 11.50 26 36' 18" 6.50 20° 24" 18" 3.33 14" 18" 18" 1.75 . 8.89 24" 5.00 2.22 30" 1.11 16" 4" 1 32" 20" 12" 44" 56" 24" I I 4' 40" 24" RUN VALVE 14 52" 62' 24' 22.39 36" 48" 24" 12.00 26" 36" 24" 6.50 20' 24" 24" 3.33 I jL I I I I OF TEE RUN SHALL BE A TOTAL 16" 58" 72' 24" 29.00 40" 54" 24" 15.00 32" 38" 24" 8.44 22" 26" 24" 3.97 ,n, S OR RESTRAINED LENGTH ON EITHER SDE y y INT WATER q (��D I _ LENGTH BETWEEN FIRST JO ( ) /`11 V 42° 10.50 32" 24" 5.33 19.17 36" 24" 24' I , i i � 18" 64" 80" 24 35.56 46" 60" 24° a ,n/ I I 1 I t .' I i 1 NCE OF 30 FEET (MIN.). 20" 72" 88' 24' 44.00 52' 66" 24" 23.83 38" 48" 24" 12.67 26" 36" 24" 6.50 SEWER V Y E R D T c 1 III' II I,. i i. I I' i I I 24" 96' 96" 24" 63.89 64" 78" 24" 34.67 46" 56" 24' 17.89 32" 40' 24" 8.89 E 1 AI LV ' ,! • 1 1 I , . ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. 3p' 122" 102" 24 86.11 72" 94 24 47.00 56 62" 24 24.11 36" 48 24 12.00 11 r.L I, ' I; „I it t i jl" ;, I i ,I 36" 166° 104" 24° 123.33 88" 108" 24" 66.00 64° 78" 24" 34.67 44" 54" 24' 16.50 h, I I I I ITEM "**" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. ( a 3 , I a9"s"s. y 'it II:1 + ; 1 : I I INDICATES DIRECTION OF THRUST FORCE. a E v ,,_ b9 I; 1 , 1, 11, , „ ! 11 .`I _ THRUST BLOCK SIZE CHART i MECHANICAL RESTRAINTS DETAILS 1 I' iyr f1 , 1-6,11{ 1 ''i ` II I`,I I L...I .II 4..`;a'� y.,.j>v'a „" `^'d. - I, III' €i i' III'IIII I 1 I k ( 8/08 PLATE W-38 �' 1 . r �, .� �; ,,1 ' I 1 ' i' 11� 8/08 PLATE W-31 c �,•.•"� . �I , II': 9 i, .4C �, i I Imo , `� , I' , CO:-j A� - i - t o -a �1 a •1 < I I I - i C . ( _ , ij�1 e3 l 'ti I I .. ''t . V li . k ./. f G i °'V'- A t : i` . .. �' L m- ��'" F ' '}'.1'. I IIT} , 111 I 1:. 1 v I 'I 1 L, �r73 �C')C`r- �°� � �"- 1 l� ' I I , 1 J +{{,rI !; u P '.III ,: x,. v 0� 4 7 '.I 1 1 �II i , I. : I I,I `I 1 '. h I t f"i 1 JOHN NE'YIN SPE 8 i I I I ; V I i11. r I; I II 1 DATE•5466$ S H E E T i f IcI [ I 1 I I it III 11,' Er " I11 I. I II I 11 j I I 1 I 1 , I _ _ II 11 , ) 1 I r 1 I I I it 111 io, :i, 1" i, I I I +'I I Ili , 'I• I' III; IIh ' II + 1 ; IiII I , + i 11 ISIii,,I I I ,� I� , 1 I Ih # I ! I � , 1 _[ I, , �` .1 ul }, , 1 �" I,I #alt„. P Y 111 ; _ I: , . e 9 I k II G - I 1 1� I /I�/_\\ I g I I � I ,f ; I , I d �: i f i (I I` '1 I iI} ; I ,11 r i �J�I�� I ,I i . i It � v7m IC I 1. I ,. 'I i 1��r� t i I , I' 1 , , , I , I I `,i;, A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER. BRANCH vALVE Box oR LocATE Box Box AccEss (SEE NOTE 2) iL I. _ _ ii : ii W . (. I I (i il; REQ. SEE NOTE 1 ” „1�~ i . 1 I °' 1�:� (I: • o ( ) 'V CUT IN 6 PVC PIPE RISER ll�11,111 ! w Xo HW w z w o @ 1 ,1 I ItI , , w Z I— Xm _ NO I O? _ LOCATING WIRE PARALLEL TO WATER �± r' w w z ¢ N 6 PVC PIPE RISER GOOdSOt"1 Nevin w MAIN 1 �, 'd ?I I i I N W Q - m W d W m W W U " , 3•i;:,.: ".:�..:i • - - { 1 I t. i. F R Q > W Z L W U I O W � J _ W o. y'1::si+ i. ff I W > w n A I a d ssoc ates I w *, c� o w - o c� > I— ., WATER MAIN GNA I , a Q =i t.,. ! I F- z w > Q ¢ f- 0 IH 11 I 11 v � � x _ z � w ¢¢ 2 > > _ W O.. Q N I: " , i I I W J C _ X Q I V I = W C J W W' _ f v 7 —] c n m `2 w _ ¢ �' �' `� N �, Consultin En insets :1 ' ,i ii' { I �', c� _ � � o > w _ wz > m w z — = z : L,I I I_. cn J m I - J S w z 1= o w c� CONNECT WIRE TOGETHER 10 MAX SP g g I' :I'' 1,11 J z w x CD I � m O w Q N � Q ` w z ( E.B. 26306 Al WIRE ENTRANCE INTO BOX SEE } L I•I #I f . I I _ z m _ x w _ o I- `� - >- v � `z � o 0 w WITH ELECTRICAL WI 15 } J � I ' I o - o I w �- ® J w Jo w w z PROVIDE 12 PIG TAIL NOTE 1) ," = I i �' II w Q � z m � � � EZ � � z cn - 1 1, I I I W Z o Q w w ¢ z - 10175 FORTUNE PARKWAY, SUITE 403 W I o 0i LOCATE WIRE { ? o ~Q : Q > tw I- cn W I- pp � 1= rn www ¢ u I X o J w J `-� I- J IQ- VALVE Box JACKSONVILLE, FLORIDA 32256 I II w O w o >- o > o a w a- v o Q IiJ SECURE WIRE TO PIPE WITH �� ,; I o J I— m = I- �r o z DUCT TAPE OR ZIPPER i w — — ,I , 904 519 77 70 Fax 0 J w ZIPPER 9 4 519 777 DUCT TAPE OR Z P ER 6 s � W TEE OR SADDLE I I I I ' L, a TYPE PLASTIC TIE WATER MAIN TYPE PLASTIC TIE STRAPS I i ( Iit I I '1 �I ' ,w I STRAPS LOCATING WIRE Iii I 'sl I r3: / 2" AND LARGER WATER MAIN OR 3" AND I , $,;I I LI ,I \ILARGER WATER SERVICE PIPEl: I . I i II t ? it I' - � !{ _,:t II 11�f, + y.. `; { I BRANCH WATER MAIN > zrbr I (}`: '. 6 1i 1 a h I ,,a;' 1 I „ r, I , �I, .. . ,, I it, i Lfl 2 AND . f � I 11 1} ItI ,I � h,: � �', , ,I I { �L I ( LARGER WATER MAIN OR 3 AND LARGER WATER SERVICE PIPE) s..oppi,,I. , ;, I I I II I I!. ti. 'h ' I - 7 d I LOCATE WIRE BOX UTILIZING VALVE BOX BOLT LOCATING WIRE To VALVE :? b ,z a ;' BOX & PIGTAIL END 12 LONG �IP1 ' I•, I WATER MAIN ( �� yr & il +i11b _ IV Il } u r ,�,L, Ihl 1 LYMER METE BOX I 1I'l i } r ' , ,1 I' ' 1 INSTALL CO PO R W TH HEAVY DUTY IRON LID PAINT TOP OF LID <; 111 ,{ a I ' ,. " L, , ;1 I ( ) - -- - 11�11�+II1. sll��T I �: i f LTJ (POSITION BOX PARALLEL W IN) ; 11i 'l +� k I I I I, 11i1°j11, I H+� 1fi7;,Ifis ,,.. ,: I NOTES: ::11 s I I ..111 I . 1:t I ) SYSTEM I ,, :1 ' 'I� LOCATE WIRE .,, I, 1 ,.,h��t f I �, I' „� r,r F { 11 4'i 1I "I111 II,h111 VI I" 61 t•�4 :a^^-::i,. I I� „ , i . , , T ONE OR ELEVEN 0 CLOCK POSITION ON ALL DUCTILE IRON OR PVC PRESSURE MAINS . LOCATE WIRE SHALL ALSO BEi 011" tt ;+ 1 a I , II ;I I 1. LOCATING WIRE TO BE INSTALLED IN EITHER HE ( ) lw� 1 1 �t i,; I I: • I i" INSTALLED ON ALL HDPE POLY MAIN PIPING 1.00 OR 11.00 POSITION, IF POSSIBLE).' PROVIDE 3 THICK CONNECT WIRES TOGETHER WITH I ( ) ( GRAVEL BOTTOM ELECTRICAL WIRE NUT. PROVIDE 12" I I + , ." 'I " 'lI1 I ;; r 1�1 ill I' Ili1 I I II`I 1 � p I 1'41 { !''' ' i# ! 2. SECURE LOCATING WIRE TO PVC & D.I.P. WATER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A MAXIMUM DISTANCE OF TEN (10 ) AND LONG PIGTAIL ENDS) 1 ,I I. i I I l�l ;, I, i�� I E I AT EACH SIDE OF BELL JOINT OR FITTING. 2 PVC RISER PIPE 1 METER I III II {" �, III L y ` II VEMENT AREAS TESTING SHALL BE DONE I 's 3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER PA LOCATING WIRE (ROUTED IN PIPE) NANCY HOUSE I ! Iu( ',, 1 DUCT TAPE OFZ I I 91' ''r � II I V PRIOR To THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY JEA. ' ZIPPER TYPE i I,',; �' I i'I 1 I I WATER MAIN o o o o 0 0 o C p ; I I I,,.j PLASTIC TIE STRAPS LOCATING I A C I L I TY I kk II i III1 1 0 . o. . . . . . . o• I • I I ' ER BOX IF NO VALVE AT 475 INTERVALS. SEE DETAIL PLATE W-44B. I „, I' I I ,1 I 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX ( WITH A VALVE ) OR A MET ( ) . . . . , . . I , u I 1 11 I; i I I ,�i � 4I ECTIONS BELOW GROUND OUTSIDE OF A BOX SHALL BE AVOIDED. I#I " (: 11 i, I WIRE CONN ( ) 1- O R DUCT TAPE OR ZIPPER ,,., I LIZZ� , ; I , lel '; `, z ` k i ATED DIRECT BURIAL COPPER WIRE WITH 30 MIL MIN. INSULATION WITH EITHER WHITE OR YELLOW COLOR. TYPE PLASTIC TIE STRAPS. ! I' I',I ,, ,; I'�1 h I ;; ,. >, , 5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLE STRAND, UFR ( ), ( ) ' [II I 111 h 1 ; ,<', E LOCATE WIRE SHALL BE COPPER CODED STEEL AS SPECIFIED IN SPEC SECTION 750. I �" I FOR HDD INSTALLATIONS, TH I 11 II I CONNECTION AT LARGE METER BOX , i ' I !,I I FLEET LANDING � I „ TOGETHER.I II I; ' r ES ARE CONNECTED T I E WIRES I' , 6. INDICATES THAT TH 3 OR LARGER SERVICE NOTE: I I , !:! I� �” LOCATE WIRE BOX UTILIZING METER BOX ( ) I I i x I r i I� I I Il I' 1 'i I} 1 { I " INDICATES A WIRE PIG-TAIL 12 LONG NOTES: 1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED To THE MAIN WIRE. I 11 11 I , I I i•I{ 11 I i I L` ! 1 I sII 1 r WIRE REQUIREMENTS AND EXCLUSIONS SEE PLATE W-12,13 AND 14. „ „ ,� M A YP 0 R T RD . �: 1 , ,,I III II{I II F I ; tr 8. FOR FIRE HYDRANT LOCATE Q , 1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A V CUT IN THE 6 PVC 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A V CUT IN THE 6 PVC ;1 I I ,, III I I �,f 1 iP I 11I _ _ I> 1 RISER PIPE SEE W 18 RISER PIPE SECTION SEE W 18 i }} i „ ( ) ( ) I III ` Illi : r : I CRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES. I 11 I I 'III I ,1 I I I I 9. AN LW CUT SHALL BE CARVED IN THE CON ATLANTIC BEACH , FL 'E1 "j'I 1111. III VIII 1111111; �` ; I Ill `I''1{I!II L �I ! CONSTRUCTION WATER SYSTEM 2" GALV. STEEL LOCATE WIRE BOX �1 � LOCATE WIRE FOR AP R iI ,'I q I'' 2'fz" GALV. STEEL I; , ��i i I 2" GALV. STEEL MALE AD 1EI I I ,I 1 , 90 BEND PLATE W-44bLOCATE WIRE FOR BRANCH , MAIN AND LARGE SER�/ICES li+l x yl ,,rl,lljlfllh0,11,,1 I It's 1 Ie I l I I "; I [ I 8 08 PLATE W-44 S.P.T. a:#'.I';,#1+I#Illt'k£ 1 a I I I I 1 'il ! # rI II / PLATE W-44a }lgh,i ,,fiyr 1.1 `' { 1 I I �I I I+ I I I;I / 2" GATE VALVE 8 08 C I 1 _ Y ' I , i, I I i f i I ���,'I ,[ 1 }"Ir § „ .a�av If , , 11 ,I•"`I 4 1 � � I� t1, I #" X11 E� ` i 1' I I E I° �, y, 6' 't, `_ I I I,I 1� II r , s t 'I LII II I 1,41 Y 1`: ,,' I ,I1�"E , II , j t I ij I ,I y I' j " _i.,l I, UNION I i I c PIPE ` r <, l :II 111 I; ` w 1j����II i tv II ��I i ;I I I I 1 # ,ii ,1 , 4" DUCTILE IRON PIPE FILLED , ll I ''t, ;iY I i 1 I I 1, , 1 II , W/ CONCRETE` (18" ABOVE GROUND) '44: 'n b t. I Iti" j!, 'i 14 , i DETECTING METER 1, , ,z r, z ` . `' h,1 ,I, 1:' ;I!. THREADED STEEL ROD — '� NI FLANGE ON D.I. PIPE WITH ASSEMBLY ;x1x r, � 1 I h , �, VALVES TO BE � �,,,,.�� �,,,.�' ~' � ,. I I � I ,# ,, , , 1, , �_ ; � � 2",cALv. STEEL RISER FLANGE IN A PLUMB AND LEVEL �' � & t�;�.„, I;11 : +, , , +, �I” f• ,, +, ,1;: , , ,I MECHANICAL JOINT TEE ( I,r:, I j, , : 'I,a " ' '...i.,ki, t ,r i.l I:,. 1 ` s+.. �,, 1 lu. ", ,.. / \ ) "`�s3 :=y .., d' s .. _ „ _ r s.T,~x- `a,. ..�§r-�!..": ',,,;:, . I 1, W NUTS & WASHERS TYP N o CHAINED AND w fir.; t. , I, ,;+ I, II ;; :': Z POS, BION LOCATED 12 ABOVE �i., ,r,; .'<;i. „ F. LENGTH AS REQUIRED M _ LOCKED IN OPEN „ 1 ,,,: .: r;.: pp t.::i d" I ., t ,,, ,s y...,.,, : -;_. -.. 0� c�^\ c ,f{ ,"�+Y F�:,'":'.•Cz 1 I I . :,,,. ,.,. FINISHED FLOOR ELEVATION POSITION -i �► z r „11,,., :., I 1"I,. 14;'' >.r „ ,,. �, I',111 I' ,�I I,� MECHANICAL JOINT TEE 12 MI . „_,�.,r"::_r._ I I,I s;"Ir r, Y ;' �1'1 !;t 11' .� ,, I,ii' N,'''w` '°I1 I „L'I' ' „'"''+ ROUTE LOCATE WIRE IN 1 ,. E , 11, Ij i ,, i 3:5x3.5' CONCRPAD I, ,1111 I! I I `}`II I. I ,I , pi rV 111 I 11 I INTERIOR EXTERIOR I' I 'C., ,.,tl IFI, .c I L I ,.III , {, "I, I P , FI I, VALVE BOX (SEE W-44) : DATE • DECEMBER 18. 2013 7r +t,,, 1 w, III ,I , I Ir, ,,1 FLANGE id r, t 'I +I` {,: 1 E' n•,. e 'Igl,l, t, ,,' ':1F _ �� _ 1, 2 �x so iEXIST. GROUND N- as 11 I ,, ',, VE I,'Ir1, ,,, MECHANICAL JOINT VAL �� • _ 11252.2 I I, IlL" _ 1'R FINISHED GRADE PROJECT NO I : { ��. ,�, ,I, ,, -3 » FINISHED FLOOR ELEV. �� ,, ��l90' THREADED �'� �T�� .Il , .it Ik l.i s, v / /\ /\ r\ /\ r\l/\ r\fir. // /�• ,,., ,r;, :t .h 1 ',: ,I ,, o .v . o v . v . DESIGNED BY ED GOODSON h t , 1 ,,, !, I.= ,I W NUTS , P .�, . , ,1 : I , .,,. k ,., 1 ,, ,., ,t. , ;, ,,. EYE BOLTS o .� . v . � . p d- ;, ••• • 0I I.}'I n ,1. r1Y(II ,,.} 71 r: t• i:.,Y ,;I,: ,. - / Y. I i r;,;, , t I . I ,t { .. STUB OUT LENGTH SHALL BE 20 w •'•• .'=: CONCRETE THRUST DUCTILE I I #' t11 ;''1 ,r, { ' I - ---- r° ° v. co Z _ IRON PIPE I ,,. i ,. I II i I I , , = - - .'.`. JOHN NEVIN. PE BLOCKS 3 CU. FT. �,;' I', I :! ; ' i I �, I' .;l,, I ;I, „ L.F. (MIN.) WITH JOINT P . - TH E D D "� ( ) CHECKED BY . ,I ;i. 1 ,I ,k I it , .•1 I L i E r ! (T(T — IT 1 T__ rr R A E ROD WITH °{ 1 I t ,I 1 ' RESTRAINTS --a �,1 �, 1 ;1 y*I 'I I ., I i(i; ° I 11 I 1 111 I CORROSION PROTECTION ,II ;I , I III,I 6 I; it PIPE BELL RESTRAINT i . v v '::•. • .... SCALE ,I, ,'it, ,, I� 11 1 i.•, 91I • 1" - PER NEPA 24 ',Ii , �,, I 01 {, ;,,, 'i',1 1 FINISH GRADE I I I U I I, &�� r> -0 .:. ;, , , 11 1 I, 1 ,,, .. :• . {,,,, I ,,. /4 THREADED STEEL ROD CONC. ENCASEMENT :. , • S i ,I,1 DUCTILE IRON PIPE 5 I ,,,�,, I,„ I , ' I I I�,,'+ ,.I 1 :I r v . �. . . . No. Date Revision III It I W NUT & LOCK WASHERS ��• I➢ I I jr , . . Fi i' I SOCKET CLAMP WITH .' . '.' . '.' . '.". :.. .. > . .. . 1 { I I - , , TYP LENGTH AS REQ D • . € ' !'i ,,,klr 1'.I! r 11 k?; Ik 1 I;t:1 '�'I k {.. ( ) ( ) •' .'. .': • .ic. .'�. 'J'. _„ , l I r I ' , , ,I; II — NED JOINT — DUCTILE ., .. . I 11 P WASHERS RESTRAI ,GI � ,I� ., , ., ,.Y� I I , ,,: I I ,I I ,'I• r ,. ' SOCKET CLAM . . : : • :a . . . •..• 2 I .. 0 B ND ,.. ,:I:I, E, , . z �. 2 GALV. STEEL 9 E IRON RETAINER GLAND r II 1 I TYP. _ 1 I ( ) v v ,Iii 1 1 I I1 ' '< I,1,',. Tit , . o . -' RESTRAINED JOINT ::..:•.':;;..: .'., ,I I ,.--� r ,II , _.�. 1 CIi...... , , ., .I_.,:.. I, ,, I�......�. I b..: ° V (MEGA—LUG OR APPROVED EQUAL) s,l.1l ,1,, I # PLUG ANCHOR STRAP 2 SCH. 40 PVC r v ;a, , .,LI. ry +.p '., , , a ,11 II:.• ..t I ,:,, ti# +k': i<q. ,I ;-1 I I 1'a.?: 11 t } 'YI 1 I`i. 1111 st 1 I 111'i I n w ,#L f I IL.' J I, ., ,.:;• ALL � BFP'S TO BE FREEZE 4 r' 1, 1 I'}i ,I � ,I, , I,.I ,I{,19'I It I a , , ;I II .�, ,+;I,I " II h1,, MECHANICAL JOINT PLUG I, ,S " ,1 1..:111 14'I ,.0 1 „d,,:- r I, i I: „ ,,, ;1 ,1I 1 ,,,:I . '.::4 la , I.. I I s .:,._1-_'.., DUCTILE IRON PIPE - u a ,r1 I tl , 4 { {----I :� 1 r ,,' ,,,:. I ,,-1; , ! , I�. ':,� I ..,.. 1 •t1I iI ,1 1 I":.., I ,...1,::' LOCATE WIRE TO BOX D.I. M.J. ELBOW PROTECTED (TYP) 5, 'I P II+I 1111 $ 1,11 ll, til �1#III II`li 1'1}: II I II L� ( ) I t1ll� 11 H 1; 'ill 1I I III I i , ^II 1'' , I I { MIN. WITH DOG EARS NOTE: Y I+ 'I ,,,1 it ;�', i (SEE NOTE#2) A __� A I II,,'°I,. G 1: 1 u IC I .i I I LI,h1 ~ II 1' i r 1-1 II'I DETECTING METER SHALL READ IN CUBIC FEET IN L ,I I,�II' I I I. i i 111 , , : I, u,tN DETAILIt FLANGED D.I. FITTING IEU OF GALLONS IN I 1 I E , 1 ,# i ;.{ FIRE HOSE BIBB THRUST BLOCK ACCORDANCE WITH CITY OFF JACKSONVILLE REQUIREMENTS. INSULATE ALL 11! 3i� 1,1' ; I. , 1 I PLAN I,II II !; m I'1 jl '14r I' `il, t1 1 Wil r' Ir ,p ;; ',I: I ., "s �, QII I „^; SITE FIRE LINE II,;'I�,1:„ 1 ;, I, �1'«) ".t . '1,+. '�,,' : � 4,� MATERIAL VARIESii ABOVE GROUND PIPE & ,)TTINGS FOR COMPLETE INSTALLATION. 1 �,xt SII• �` , I ;.I I°�n! 11 t, �, ',., { lI Is, I , i -Iti IL" ; - IL1 t 1 _ �I 'Ti 1,1 '14 I I; �. r l 3/4" WATTS 8—A I ,+ i , 1 4 I �_,' DBL. CHECK VANE B. F. P. w DETECTOR r:, HOSE BIBB W/ HBVB— NOTE' I BIBB VACUUM BREAKER I if1s ,'i �'' I "i'C 1� II� k 1 q I 11 t I , i � ' " ! '� t I �� ALL PIPE SHALL BE LAID RESTRAINED AND TESTED PER NFPA 24. ! , I, { ( 8/08 I Y l6 "!,a j 1,I„ i E 1 Y r ti ,pi 1 I' I' , }k 'I ,`.I,..,I` ,j',t° 1' I I+ „t h I'4 i� Y:f I, ! 1., I ,.I, '•,' 't "f ''f 4... y I, I r I �,,1 { 1t I ' llI SECTION 11A_A11 FIRE SPRINKLER RISER UNION +i.11:1 It!1 „' :i NOTES: I III ," 1 I I E I I i i, I I i I � { p 3/4" GALV. STEEL I L II I, I �'�I 1 ' 3" STEEL PIPE FILLED Iw �. I: l' #, LI , i i w/ CONCRETE THIS DRAWING NOT RELEASED FORT ' ,` I r, `I' "'`'` '�` U OF BELL ROD RESTRAINTS MECHANICAL JOINT RESTRAINTS MAYBE USED. 1 {; , I „ t , I'I 1. IN LIE / z X CONSTRUCTION UNLESS S0 NOTED I .; I 1t / � < u ,. r , I , I' i s 3/4" GALV. STEEL RISER t; I '.1 " 11 I, ABOVE. s:l ; �� 1i 1; II ~";#I"}, t +,I•,' l ' ' 2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG M ff. i 1 i l I j."p' ,,° r1 !I '' I .y z 12" MI 1 17 ,z . I I ,ill 1 I � LOCATION. ' 11 ��,°.tI ; 1 I'I,'( �;,:'I ' .I „�i ,: u I Q SHEET TITLE ,', t �'','° �' I +,'1 "i''' �C' ,I � '; 3. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF i 1 d ,I E , , [V I EXIST. GROUND '•,, „'I I I ',"'I' < li"1' C I i+ • POSSIBLE. THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD "II i ' +I'„{' ry, 1;, ' �` a ' I,.,'' III,l„ l? 'I 1 ' I # CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE. II I i,1'' It ,`i',' , I, ,II Ili��f'<<<� �Y III #; ,� , � � 11111 . ° WATER AND I ° 1 '�. P I,I'- � # ° Y .t11 I – i o o• SEWER DETAILS I it-` °� t PLUGGED DEAD ENDS USING MECHANICAL_ RESTRAINTS �, � . , - I; { — v ° CONC. ENCASEMENT ' 8/OS PLATE W 37 . . , ', J zIT . ) r (. . 3/4" SCH. 40 PVC G ' 3/4" GALV. STEEL 90' BEND ;w ��,� 1 11 I ) ' 1 5,.. v/. 'f 1 ii ., V pil� ��a a” 'c/ l ,,{ n u I 4J J ' 'y� , > _ ' k - _ ma"',y`yQ 1s'J I , 1 L 1 I 1 4 4 , , p 3: I :1 8" l •If. ,j I 11 I i I I, MIN. r / 11 I 1 o J I _ � . 1 1 d � .h . �v 1 os I d�Tal� as . i G. : R3 �� 'iii,1 I P N D U % ! NOT TO SGALE JOHN NEVIN'�PEc 'i \��%� 9 No 546 � � I IIII 'l I ! ll�� ` , I DATE: S H E E T I1 . I!I I ;i11 - � , ! 'I r1 i, p t _ , ,�� Ii A. �: 1 - I � II : I t. 1 �. - � _tii� , �, , i I ,,, i, � �,��!�,Il,' !', -l 'lt', '' , I I lli Itil I ' m - I i :;,,;I:�� , ""i, I I I �l, 1Ir 11 I . - 1 'I 1 � y IX 11 11 i I i�� � , I ii . I,9 {i I I I� , i��:' i 1 :k� It, I Ill , I :,� I . I .. I . � � I i I 9 �i� ; � I . ­ I � I _. I 1i ill I 1, I I ! I'll �I �, - ­__,_____ __ __ _____ _____ _ _1___________-__ _ ­_�___­ -_ __1__ ___________ I I - I I � i ­­ -1 I __11.- III, �:� . . r I I 11 � IiI ; I L : - I ,.I I, I - _ " � ii , j:, - I t i : i I I I I 1 ,, 1 1 t iii I 1.,Y.Y Ii k k '[f II tl s:F, ,S I '.. I I i � litN••f j d,to i;' IF .,E f a �, Illi k ' 'II,i 11 i.{•II1 I II I I II I � I ', h "I 1 I1 1 I I s i ! E i I I, 1 h : r1nyl Sheathed EAW Seel Coble �, » POINTS A SHOULD BE 7" I ' { I II'I! !P j (9800 Lbs Breaking Strength) W'th HIGHER THAN B I. 1 1ii { I r . 6' O.C. FOR TYPE A FABRIC Galvanized Connectors (Tool ' T o Free Disconnect „ P, I ( ) C/osed e/ ill��\\ I _ C/ So/id P/ostic Foom I:I,, , ll�ijai,. '`i I , i I.; , , 1 I 1 ll r i S/otfed PVC Connecfof Pipe 44 2• kCAVATE A 4x4 TRENCH I p , _,'ll'!' ,, ' Closed Ce//So/id P/ostic Foam Flotation (6"Oia. Equiv) (12 Lbs PSLOPE ALONG THE LINE OF FLOW "� 11 '` 'l pp'; s fll 111 'II' I;.I I: ,!, R (Meta/ Co/%r Rernforcol) „ » 1. SET THE STAKES. I Ijh :1 r t Per Ft. Buo nc TAKES• a I L, 1, , I, ;I, I'I 11 i 1 I, III Flotation (8"Dio. Equiv.) (17 lbs 1� J) I, i,=l i, 1 !i_ Per Ft Buoyant 2 XZ WOOD I I� POST MIN. I I 11.1�Ik 1 i� G. i I I , 1" II ';I I 11,iI/ I E 1,r Po�ypro Rope STAKED AND ENTRENCHED //��/ /,/,�i, I' ' +I I 18 Oz NiReinforced p (600/b. Breokin /i /,` ,//� ,/ ,i I / / / / / I, I 1B oz Nylon Reinforced Strength) BINDING WIRE SYNTHETIC BALE ,.// /i,// / / // / i s.i iI I i PVC Fabric (300 ps/ Test PVC Fabric 9 ) / //i / // / /j /, ,/1 / i psi OR TWINE s ///i /i// /, , ��i/ // /i//r/i /��///i ELEVATION ,I I IS Stress P/ate Galvanized Chain Test With Locin Grammes Go/vanized Choi / / ,/ / / ..I I­I I­I I­I I .L I :. �� / / / // r/ /i / / i i : I ii I , i I 11 I ) 9 ii;/��/ii /i //�%/// ,r r / // /f / ,i/ y 4A I, 3,,tif i, I /i//�,://, i //// // • f 1 k COMPACTED SOIL TO /// / , '/ >�� / �; t � �1 , �� / 1 _ PRE:VENT PIPING ,/,�/%/, f% . Goodson Nevin / , ,/ , , /, 1, PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY I ;F; , ;I I, 1 ,,, I D -5'Std, (Single Pone/For Depths 5'or Less) TYPE Y / / / / / / I ' TYPE / //i/ ,/ / ///% 1 F s i o I I , I i : I I r €. i. I I I r. III I I I :. : 1 r: y I I , ,, l „ ! I I , I I � 1 t I i}qtI j 1 I I ,. .. . ._L - 6 _- L. ,.I I. i 1 I, , f I Tit :,I PK M i { I I I'I a : 4"OAK • 20'OAK ]REE REMOVAL NOTES: H N I I I ( w o a M A , I I _ N ' I v0 L Tree survey,, (ncludin rope lines, legal description, existing utilities, site C� ,Iii . I' I auc LEGEND . .If2 Y t P on outstandin h ical features and existin structure locations was �++ w sot ei evationa k I{ �� topography ith p 9 P Ys 9 I �n 15.OAK provided by the Engineer. Q tit 1. i I I 1 I l I � RI Id Water roof SI n, 1 per ever V' PER ATLANTIC BEACH CODE [� (x, I, `I i, I I v 11'CHERRr ed Tree 9 P 9 P Y iotas k1c. wilt not be held res aible i , I ,7,,p I 1 Z \ 14•CHERRY Existing Survey 2. B. Burke & Assoc responsible 1� I i, I DOUBLE) • r----, g 15 LF of fence. Sign shall contain for the accurac of surve or for desi n errors or omissions resulting from survey inaccuracies. w ,1 ., + 1, 11 al '.. N. ' , „I € I 1 'I ``��. r ----1no ) I followin words. Y Y 9 i� I II Ia,4., , :t. i I I \. \ 5' I 1 moved g - ca I' I ��i v to Re ulated Tree to be ReI x, I` �,1, I „I \ 1 , T Teal Prl (� g CTiON ZONE TPZ t r this ro�ct shalt meet or exceed of Atkmtic Beach land clearing (�is,;,.,• 24'.W', To 90' WL BEND 8.50) �� Yh TREE PROTE ( ) 3. All phases of site work. o p I CltY (1 . , - , ,( ,, 4 ( 1 I �"I ' I�; ;1 ':. ` I '' \. re& �___-� No rade thange, storage of materials, ations.+ � 9r Ia : CI I I�11' , ^ I, 1 _I See Sheet TR-1 for Calculations. g � w „ „ IIit I.� 41 I 41 13 a vehicles or equipment is permitted i"' LO I„ I I ! I. oR qq__ s tree rotection I _Iv. f 1,: I , I within this TPZ. Thi ecessa to + ', +,,.�,. P I . I; p e held sole res onsible for and shall take all recau If n ry Z I , I+ 11 4. The general contractor will b N p p lam- 1 i I. I c 1 ,, , + n:; I a , ! , f,,' �I . . 11 ELM barrier must not be removed without 9 ,.t. - I I �' I i i III "" I ' I y` i �. a be Removed void property damage to adjacent properties during the construction phases of this protect. . Q+ m (� p I I I € l € C 17"PALM I C . t ; 1 I i ,, O11 Typical Non- Regulated Tree to written authorization of the f I I r I ,-II .'. E Cit of Atlantic Beach. For information, !J7 � N 1-+ � I t ;I I 8'PINE • 11•PI ~ call 904-247-5800 5. The general contractor shah install all tree protection barricades prior to beginning any clearing, (-1 M O b i 12'PI 10'OAK11 I �. will be held res nsiable for an over clearin or removal of protected tree, shown to be preserved., y <` 0 I a and 9 _ II ff EE Po Y � W N I i a \,4 12"PINE "•EW. �' �, Typical Tree to be Remain Ln F-1 O 1 PLINE{6 I` I o iv L 6. For boundary, roadway and building geometry information see engineering site plan. lt ie the Contractors ,-, S d",E yF O aI., I 1 II Jf _ _ . 11 L \I d ' ,�_ Provide Tree Protection Barricade:. ,.I I „ \ I ENCE responsibility to verify that the building dimenatona shown on the tree removal plats agrees wlth the dimenaton � �-+ I' 1 f0 PINE E 9 Y g I 007. OF DRIPLIN I' Sheet 8' o.c, Per Detail This ' E RETENTION PONa .1 notified and the dimensions adjusted prior to commencing with construction. • GR RETE shown on the en ineering plans. If an dimensions do not agree, the en ineer and owner shall be C !I 18-PALM a: a. T I : I ( 11 1 I (HE V1LY OVERGR ) Battler tO be In Place Before \ rmom f _J.. z and location of all ub'6tiea. I I I a M ° II 11 a 7. The contractor shah notify oM utility companies prior to construction for verrfication Clearing Begins. II II a I I I I t4 PALM , I to Din Un di urbed I III II 8. Contractor ahoN verify and protect ail existing trees and noturol vegetation that aro rem , L. z of .. - eo to and miacellan ue rubbed to remove aN too I and I cti ahaN be ckored fo conatru on areae Indicated r 9 i1. L til Tiro i i 1 I 'I Detail 1 See I Barrica de I �:^ on P otecti Tr ee r I I , , I w w e use of with th construction I I dam during n that shall be protected from trees at h I specific tr exce I vegetation �• 9 I 1 x 10' ' P I e9 Pt P� . I 1 I i•OAK Ii I 1 • n. 1 I II' III I , '' i2" This Sheet tree barriers. Trees to be preserved are iderltlfied on these plane, contractor shoN verrfy before the start of conatructro IPLE 12'X4' RAILS iI ;I (� ) s'M+cNow 9. AM work shah be perforned in a safe manner. All safety rules and guidelmea of OSHA shall be followed. The � 2'X4' POSTS a dam to mate ro or I fl Contractor shall be solely responsible for arty injuries of his empbyees, and try age P P PAY I Invasive Tree To Be Removed ORANGE COPOLYMER BARRIER persons during the course of this project. AN costs associated with complying with OSHA regulations and the Florida I , f. pr _ � FENCE FASTENED TO POSTS & RAIL Trench Safety Act moat be included in the Contractors bid. I I • s O A. 4e '. ' I d the project, incl . s e required for s � permits and in uronc a' 10. The Contractor shah be responsible for obtaining oN necessary p eq P 1 I i easement e och h#-of-W its for work in tiva Coun t-af- or 1 tic tk Be � I n Ba L,< AUan ri � tl0 nt FOOT of re Prot C ' � .Tree for Site Re uireme sty �, 5r P� rve I , . < T ical Prase q I �o Typical n t i o e Install d Before Demoli _ a J e the work within C or State ht-Of W with the r agencka for maintenance , coordinate P ( 1 L The Contractor shalt oord ltY �9 aY IIS a" I TREE BARRIER DETAIL : p I 11 e i. ;; I 3e"misc. � NOT ro SCALE of traffic and method of construction and r P°r I II II I I s • (CLUSIER) J� . ♦ Soil Replacement I n Replace Soil, associated with asphalt removal f I :;I i! ;I I am ® � I ' able lantin soil i ' I , - ._ to Depth, Min 2 with suit p g - I I NTION PON �,I,, DRY ETE I U I _ _ 1 I 1 - ._ ..� 1 I I I Ii I' I (HEAV Y OVERGROWN) •� .fo'P .• S. I w / w • f 4'PAW Ir 1 • / :I Q' _C 11. II f 0'PINE : to,01W I `# I�'I - /2'PAW :u h ::1 - 3 0 ® I is I .I I _ I 1 PALM • �. • SV , 18 PMIS 0'CHERRY i' I r f • .---IGFs 'I i if 1 -- -� ,�- - , E - i „ I _ PINE _ 1 IS PMIE - 1 'PI DQ I NE _ € � :, ^ , � I I I T 13 PINE - �,-.-.,._.-..._- <t :i WV D4 � I I I1 • o I, ' I - 13'PI 1T'OAK "'R Gr. .;:. I C ` ! , L''1 :. III i 't i ; i III �`'�--� f 0'PINE' _ ` ® -----" - I I, I I ° Non-Regulated Tree To Be Removed i I T '.`,_-\ •10'PIi E 6" BFP I 11I `� , I , III I1 (T`, ical) - •\ l 7 p v v v v fe•a+rcIv_ 18' . e-as I 'II I s Gi -Z Cl \ •a'OAK II 1 ? , - _ / II J G . -. 12 1 E Replacement • Soul Re lace I I 1 p . _ . e T3 as i t, 11 o c1 ' uGT e. . i r, II 1 1 t v ❑ \� Y - 12'PALM • 1 r 1 I II I �� , 1e' ..III - f0'MK 1T•MK D'PALM le- • - DOUBLE - TJ'OAK U C I - U f 12 PALM f0 'OAK I , 'r- i , om l OAK I :. I t 1 1 I i'', .1, a- I { .II.a. . , , I 13'PAW I I ; I , i;I, , I,, l s I i Ik, I P I. 1 �,�,.,,/ c 1a•PMar• I a•OAK +-.. r : I C a'PAW I wti Z ,'.t ..1 I I 'I ,!.: 1 I :1 1 \ \�, G •, 10'PALM. ,,:: ' a I I S , I! r , "I _ G� CHERRY • f' 't 6{1 i i' 1 III:. ',I , ■ ion - ,, M f2 iT W'PALM j i I I `' l I Ii LIiI D Private-Re ulated Tree T Be em ve 33 g . L w � I. t o 11•PINE. l;, i f t {. li I( 11 - i 1 4�c,o� \ C GOD P SS i.". , - L s fi �11I� ,.I.. I I ' f : 11 - -a z�'o - _ Ate. � FE SI • f4'`�• I 1. s i. '.,d 1,I ..._.. m - M PAW I� r , II m- } n A .# t I • I r r-;` '`.., 36° RAtNAGE MH iT PMac I^ a t z l i � 11 I:: i I i:: . .-I`II I f !I a,z�-, J RIM ELEV=(10.91) s ! .I if JI .'w 1 t :I, p o,' ,a _ INV. 6.38 '€ € 11 Ill I±. II t (. ISI,' , F. ' -„£ FLPo (p(p(p I '.I:. I i. [`t 2 o to INV. (6.38) '. "� ,11'PALM V1 6 { I I 4- I ��Z� • ,... h I I i I. fn�n-< \ '�� G f0"PAW• I F '-'m 8•PAW 6 {k! 11 I 11 PALM ;:� I L Lk .v PINE " I I • ro AW •PAW C. I2'P 11 O ,y 5 a 1 �p{f S- fi PALA1 10 PAW i III 'I !1,1..i V II , --,.: `� G,CI •t� ; � J : I --I -� I tr .. • 2- , I I I 1. U, _ �� o { I I 1 I 1 I rn O 1 [ U y I ' t , t-4 ,11E \ c , -1 I l _ t / N OFALL EXITING UT/L/ / SCA 811 C� ki j I { I - !' I, I f '1 1 I { , - - I I G i ° o 0 0 °�F :D V,ER/FYL0CAT Oa i 11 I' L I I 1 I N Pro art Line ' I v i ,t, , � P o ' I E , �YF a c _ PALM UGN- _ \ BEFORE REMOVAL OF TREES, ALL POTENT L -1 L 9 > . , :;i 1 ': ':'I. I'' I. I 1 22 . I 1 it ± I UGTV CONFL/CTS THAT MAYRESULT IN DAMAGE OR DISRUPT/ONIt i II Q ' 1s' -. .f.. /, _ e,MAGNOLIA I I p (°� ,_ _ �G� TO UT/L/T/ES OR SERI//CES SHALL /DENT/PIED i _1 /� I I Z 11 '. ! , I : �� - j ` 'I ci` 0 II 1, . a) , i I l v 1 1 L I. SP Iii'; ',I r I1 11 , - 1 f fe•OAK • le'rMrE• I^;}z i•. If [ I 1 , d :SHREDDED e'd1K f ,it .Is 7 ::I i, r I I,: 1.111. f \ _ 22'PMIS• I I. , 311 ' �; I I` I I i 'I :it '-'SFIINGLE _� \ -Li I I I. ',t' h' c. �. i` I , I , I'. 11� 4. I' I .1 ' d, !,I I� ' ;I;: 1° i': 'I W e �, ---UGG • 12'PAW 11 I 1 I; -'.I I t }'_,',: I.a 16 I ,II,. r .I ^ I • S'SYCAMORE I , ll� � 1 ,I � a, I,vs I w 1 . ( I • T4'PINE :I k I a ,�i '.I 1 I: � •1 I PALM , n - I � 1', 'MAONOIk I'. ,;, ff g1 r� 4 uce- - ucE �` • 1t'PM1Ea) I I :I I I C I ^ii p Q0 co11 i -. # ,,: I :7j3 , r I It ,'I 1, 2 U •if'PALA1 • f t UGE - J �� . s :I -I i.f �, '... II ,y-�I nom, "�; c ". 13• I_._ :, y> �B , � // eu a'wr,Nou, r ''E l . . - -- , .____- X/MATE LIM/TS WO K Nanc Housa) I I I I _ APPRO Y a.. I i , , -_ " a ::. r ' '0'± , 1 1 V'• 4 --^_'._.y 4 \ , • TT•PM SV q ", , ,I,. 1 1 _ _ �� See Contractors Site Ma agement P/art ° F-- it11 I is I 6 r-- f E, 1 +' ' I ;P.I 1 u I '.I JG f ,, • f8 OAK. . • 16-PMIE _ P , I 111 1 f � ' a ' _ For final Work Limits III i. II I 1 {.11 tl' . UG -- ,•.� - UGE.;. ��., 10'MAONOLN • ;:I, I I \ Soil Replaceme . T ■`l` h I I 1 1 ,I J X11' l I :1 ( V' , �" f0'S PAW \ \ 1 \ - ry I�I� i" I III I all I O - - G_ / . 4' 1 I' : I , f - ,\ Ill<C , - 14 " J �f,`` UGG ._ ti T411 P �` 5'KOLL k I ti_ ` G ,Q I - • , II I 11 �y� ` : T. ♦ d I V r q i I ,,1 11..:, I `r. - 1O• M /' '�=, �G . 12-PAW. -.p ,. I 'I I ro -=%-- _ . i 1 J - 1 i �i I 1 1 ` _ TOP I i I 1 ` DQ I I e 11 1 I. � ` 1 I , I II , 11� � �I .f N 11 I I I I 1 I �I ,•I \ 'I C j 1 I i 4J ` " 4, .I +ll" t _il ly I: I I 6., F 'I 'IQ V ■ - G , _ ' I W. I \ I `1 ':I PAW '� ,, i '111 R! If,. , �'',Ii`i''., ` :\ --- • �'`�_ �' I I I, fs . I ,. , 1, ., € f J h j[ „ 1 _> / x k „ , , ' i t �` a F. - u o I1 _ , i' 1 r �� i t. «1 I ■ a, 20'oAK I 1 -aAK . • i STATE OF FLORIDA LA 1260 I �, f, I IT THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY 1 D. F :1 ' I' - I . .° 9, rE - �' H .BURKE&ASSOCIATES INC.AND IT SHALT NEVEfl BE flEPRODUCED I 1 c -- J i c� It i v ;" - _�_ 'U �� L 0 T E EXPRESS WRITTEN PERMISSION OF O o m I I i GF E) �, H N WHOLE OR IN PART WITH UT H I :f - '` a -. ....III. .. .. , r : I pp 'vAW €r- UGE �r Z \ R.BURKE&ASSOCIATES INC. ,, � I I � II, I III id I I'' I , a c�x Vl. ,. �:-- .� \ �� W l �l I L, r II ! i:i I; , 11 I I; 1 i "n y� ,,_ a _ --l- W I x y, ��, ------ c� 1- .. I .I I - a .,; •OAK J a ( y� I \ - GGN UG '^ DRAWN BY: CN 1 l I zd� ' • i/ €` I` k_)� n I n h 1 - C,x,- I - \.:,':.,... , fo•awc• CHECKED BY: BB I II 1 I, v{ R I n I TP TPBA 3 W j I L .. o Protectio Barricad ` �� Tree �- • w W , € III a,, __ as a ci 'p�� �• t'` Gc, W : I T icai ti . I 5 x € T1 l l (typical) ,I I I j I 1 11'11 I j I I G� i - - o I I I ! ' ,I 1, II I I cv € tl \. cL Brion �'�� 1 ,i III, I I ,1 , 'I I ; ♦ ., T I �e Installs Before e o ) �X.A.��,�t, 13•DAK• I I ! I L, ;I, 9 n, o o•avcwI I I ♦ 5 III I III - r a .l I ,It11 y I' :i I'! 1,1 1 .; i tI • GLM I ! 9 I�. 4'MACNOLM 1 ♦ 0' I ,. , .. a -. ... •...:" , ' 'sl I ,: 11;, '� I I I I ,,' .-'�., <:i'3 ,n. _. a .. 2 v ,.. -.: ,, � ,� ,.. , 1 :::,a a,+, Ld'I All I .I I r 1, II t VII a' �. , PLOT DATE Aug 10, 2013 '' I i II. N ant II i II Re p lac m I I So � 1 I i '1' 1 G) I '- f • REVISIONS f • fit*cuK 5 cwt 1 ° / Q E TED TREE REMOVAL TABULATIONS 1 I I II , I, , I - PROTECTED C I I I? 1 I' 1 4'MADNotu • 20•as j Dec. 18 2013 °, II 4 11 1 Perm t I I 1: ,I I ✓I' i 'tour Iie. n „ •fl I ,,. X11 �,. ,..,. ,;.. iy _g ' � '� >-• 111 II a g OAK TREES) I I [ '+' 1 i i" I; P r iJ'MK '� ,f-O 1 - •1 14'QAK ' .il.a t'. a 1 I, I 2 . I. 1 ' .1 I i 1 all 11 S...a , I; • •20'SYCAMORE C 'PF, I I ,;. i s o N TYPE INCHES O. A I a s �+ 'A 1 "PALM I , I Ii! I ' o•HOLLY 0 22 +15 11I L , 3 • to'avc • 1 Oak ; I G I I` ,Y 'I a „ •[L1K 'o' 1T MK i' 1° uo - d to I, f I'PALM• I I c ooueLE I { ! ) iii �� Ie-cwt 47 1 :.' • '` TOTAL INCHES REMOVED ;. x I t2 f31L11 i l I ( k` •2T•cHK I •Hou.r • 20•as I e I'II I Ili t a o _ , I I' I I i 1 o 1 :i , .. , I s <; OAK T TION RE 50/0-24 I 1 y' 1 i 3 4 15-MK REEMITIGA 9D @ � ,II 1 Ij 1' . I u li: :L ' ' Il ' 1 1I ;,i , I E , ' 1 (OTHER TREE TYPES) l I I F. 1 ; ,I I 1 ,1 I �11 , � itigatlo resell tees " I, I 1 „I � Gv NO. TYPE INCHES ,11 §§' 1 , :r.,. , ( �1 OAK a, I 9' E '.I' i I - .,:t i, 5"`<G� 11.OAK 1. I � .5. None ,I L! II v ' � v I I fL I . i. 1 I ' � OP •11'OAK ' 11 1 sr 24•cwt I, I I r e: I / TREE PRESERVED TABULATIONS �I _ I i . . ! I , , I I I '` - s ,. 15'OAK• f5'LUK j 7 ) ^ 13'OAK • - 3'.OAK 1 E I, I II I INCHES } NO TYPE CH 11 I I , I 'h I, 4 I, 11 W 16 „_ - I `lj,,r ii 'I I I I � I 1 - ,a 1 oak SCALE: 1 -30 1II fl I" �� �y 2 Oak14 I II 1 ! ti \ 24-CWC c c - . . I1; I 11 „ • F r 19 ! • ,n 3 Oak f(p - A I. S:.' , I ,6}, ,I 4 - I 'PEcw 1 3 295.01 ' Ii ,I 1 r' ig' i (I "I •16• •13'OAK 16 ® 12-. .� d ods. .. .. 1 I I I L • TOTAL OAK INCHES PRESERVED 49 PROJECT NO: z S 1'1 , - 1 i1': I +'. 1 I p t_. 9'7MLOWRIEE• 13' • - •12"Q41C ,:. I i 'fl I ,, III - m 5'TALLOWTREE 22.CItK ° ;..•1 ,e.MK �� i fti t �dt OU�LB1l �-.• > 9'MIC-' 12•PALM I 1 I'Ill I1 I'll II I" - `-� 18. • .e•°"` �, TREE MITIGATION RE6ZUIREMENTS , 1 r v (OoueLE) •fo•cwt ° v 11 j ') I t :, fo'PALM. OAK TREES .I , L Total Inches Removed-47, Mitigation Req d 24 I ( I 11 k "1 ', - e , (' I E - / I,� Ta.,.,,m�.4a 1 1 :l eserve 49 t. � `�I I ,;, �I , I I�' i{II IIII � ,� Mltlgatlon Provided. Pr :I.', I: i I I 1 11 'I 1 I - - - A, �� 1.; I I -_ • { I 'I f t'. l �_ k i , �. I � 'I i i f I I 11; I I I _1 L -- :_ _ • " des Additions/Tree P/antis s I SII, I �I ',: _ t, F:; �. �Y, �� _ Note, Pro/�ctlnc/u Q Nanc House II IIII 1.1 IL. II , r:S.-t.1L,.t:fi�r -s.. } 10'Cplf - I II _. T Its L +�: -,. - ��� .6 ,,� � See Sheet LS-3 tree Inches to be banked for i l tl I I " I, i I I I J. t z i _, r ��ER� SEE 7 i I I I � , i 1 t I [ ` V7 1.E' 4 Oki :, 1, •,- rr _ ��� E, , �a. ID•OAK otentia/future mill orlon. SHEET N0: 1 of 8 1-1 {I{ ztr I = p 9 .' . I `I 1 i t'I I I � I I I 1 I ' iy r�, t1, 1.'% Il IV• I I i II 11 I ,Ili i^ pl I € I , 'd; Iy t I".IIti 1 •... r . "i , rl, �>, �I... I <�.P,ri b iI' 1 ,I ; ,I r.,l ,I�I ,,, !L,<I I 1 „I. ,. 7 . ,.I'., ,I. II, t ,yr r r,d`, e i't F f', I r t n I , , li, L r r w I, I I, II 1 1 ,,, �, , # .' I I a',i, If I I I I,` A / ,L I`i w#• Il ( ,,i I r,,i.F Ib, 1 °I I i III I ( ii 1 J GENERAL NOTES: m i 1 t I 1 ,I I I''I I r ( ,I I` # II r , L 1 . t , ve et do t at q e to remain undisturbed. I I # I \ -_ Contractor shall verif and rotect all existin trees and natural g a n h r 16. All under round utilities shall be Installed nor to re oration of sub rade for avement. I ;••; � , ' hI•;I,I, _.. _ E,, I ,I ; {,•,: ., , These Ions are su hmental Ions to the site civil Ions prepared by Goodson Niven Associates. engineers. 8. Y P 9 9 P preparation 9 P eA 1 ,P'P '` !,, ,=I ,,,., : I .I ,, , ...,.\., „1,1.,1.,, .I _,1.,. I.I. ,i ,, .,'t ,,, ;1.,. , , 1.. P P P P P , ,. ,, I . . I. ,; ,.I 1 - � indicated for construction shall be cleared and rubbed to remove all roots and miscellaneous � N '�� 'I Iii I,r,.r ., 1, 1°.,.:. , tt.,}. I ," :tl,. .i h{ ..'r 1,,.,.a , a I,, ,,p.{l r,., I,t, The areas g t + `L,I+,.,. I,+:, _-- n All hoses of work with the entry fans will require coordination with the site contractor. C�� , II , P p ,,,,, s e of s I be emoved from the site. L _a _ _ s a I be rotected from damn a durin construction w►th the us 17. An unsuitable material encountered and excess suitable fill material hal r „ 1 , , I I L is bounda surve includm ro ert lines, le al descre tion, existen utilities, site vegetatwn except specific trees that h I p g g y 1: , ,, , , t.: ,�, 1 ,I . I , ,,,, • , To o ra h r P. P 9 � .I , 1 I �, I ;, ,_ P 9 P Y a 1 r, � 1 I I .k ,, Q l , int with ; ocations was a ial a d re lacem I_. _ gg yy g p ex sten structure I o al unsuitable mat r n I 1 ry o s outstandin h sical features and e s rt of construction. The contractor shall be res onsible for the removal f I III' � I ,1 1 ,,, + , I 1 Ili ,I ,, ,, �\, to ogra by with spot elevate n , g p y tree barriers. Trees to be reserved are flagged, contractor shall verify before the tq p P � C ^.I =1 i '. k :.( ^ ,,I ? t i._;. ., (8.5G) - p g t I i =1 , , 1 ! -II; i ovided b Durden Surve ors. The contractor shall review the Goodson Nevin Associates engineering sets prior 4z beginning any work. g p structural I . See eotechnical report. 1. II I ( a - r Y Y progress. g '! f ,_, i, tractors ro -` I r; pp k owls a the existing conditions for these Ions ma va based u on the site work con P 9 ,-� a # Th 9 9 P Y ry P (, ! 4 e contractor shall ac n All work shall be performed m a safe manner. All safety rules and guidelines of 0$HA shall be followed. the g -I . I 'i # I ;;11 � I1, employees, and an damn a to private property ert 18. Do not scale these drawings. Use dimensions only. I� sI ;i ! f I ,. Contractor shall be solely responsible for any injuries of hisY 9 P P P Y or (> II , ,.., I ill 11 P I � a , „ 2. B. Burke & Associates Inc• well not be held responsible I cos s associated with cam I in with OSHA re ulations and the Florida persons during the course of this project. AI t p y g g U ,, I, , II ,I or design errors or omissions resulting from survey inaccuracies. W I 1 ' . ,`I. : I for the accuracy of survey or g 9 Y ,-, II 1 I O y Y s e a t o Contractors bid. a e t e suitability of the existing v J „e:, , , I,, Ili I'I. I,. :, ,.„� I�, P, ., I � � Trench Safety Act must b included in h 19, A qualified soils laboratory shall be on site during excavating to determine h y g (� ,-+ c I I I ' ;{ II; 111 iI It I,. , \ 10 - - �' I I.i r1 I I>" 'I sub grade and existing on-site material prior to beginning any filling operation. � 1 ,7 3. All phases of site work for this project ect shall meet or exceed City of Atlantic Beach site work = Z I f I11 I „1 # a P P J All improvements shown are to be warranted by the Contractor to the Developer for a period of one year from date �' €5e P specifications. U O .I: ; ; p c� ' ' -0f-Way or easement the Contractors one ear ,-, L,,, {_ I of acceptance b the Owner. If the work is in the County Right W Y Gradin contractor shall take all available precautions to control dust. Contractor shall control dust b sprinkling,, orb ee� '•{�',,•., ` I, I I, I,,. I I I , ., 1,11,: I�1 I^ ,-,I : I .1 �; P Y tY 9 Y 20. g p Y P 9 Y ,-a Cil I I l i I1;, ea 1 warrant shall extend to Ce of Atlantic B ch a c st to the owner. �' O , I 11 I , I I a 1 I I t , ; I I n general contractor well be held sole) res onsible for and shall take all recautions necessary to Y tY other methods as directed by engineer and/or owners representative at no addition I o (-( C� 9 I I I I fl ;III W ;ll, 4. The g Y P P era t` I i, ' I = ,'I 1111 :I I a a e o adjacent properties during the construction hases of this project. I 1 r ''i ' ,i' I UR RETENTION PONE �Q I i,, 1 I, � I ( avoid property damage t 1 P P 9 P P 1 � (� � 1 I ', I [� I � , , 11 1 L I. I R R� v Gas , l , ,,,,, , HE w�Y ovE c ) 11. Contractor shall verify existing elevations at connection amts nor to construction and note Contractor to coordinate all work with other utility installations not covered in these Ions Electric, Telephone, ,_, P -1 'I I i I I ( Y P P notify 21. Y P .-+ -1 I I ,a 5. Warrant Disclaimer g I 1` } Y / Landscape architect of any discrepancies. Cable, Etc and allow for their operations and construction to be performed. H ,Iii, 1 , ! f landscape a architecture P ) P P W O O I' II ; i'�', E . I I The designs represented in these plans are in accordance with established practices o I p 1 ,I+I ! 1 - ,-., O � GTS I J I I , 1 ,, I I for the design n functions. Neither the landscape architect nor its personnel can or do warrant these designs I . , I 9 12. See geotechnical report for site preparation requirements.1 { Ill 22. Cut and fill slopes are not to exceed 4:1 unless otherwise noted. ,I , I h, , I ,itP. Il or plans as constructed except in the specific cases where the engineer inspects and controls the physical 'I ,i I i. 111 .I i, l 1 I1 III' I ,, 1;` I P i 9 i IIIr P 1 i JC construction on a contemporary basis at the site. p 1 � , I ,, i, 1 I P ry 13. The contractor shall coordinate the radia and drainage construction with all other construction. _ I !d IIII ,;;Ii 4I (, 1 I I 1 �I I I ill I ll II I, iIi 11,I111 + grading 23. Contractor shall repair or replace In kind any damage that occurs as result of his work. t L,1 �t I! N I : I I r11 I' I I �I, I y}I+ s1.:1`( „ 111,,1' ,6 11 ill i1, 1 PI {II I,` , II,,'ill•,I 1i1. II +P eo et information see Goodson Nevin Associates lans. It is the Contractor's ! ,'} 6. For base bounda roadwa and buildin m ry P i, ' 1 ,, 1 1 rY Y 9 9 ,,, r. l , _ 1 4 forapproval nor to be morn construction. ,, i I, 1 Contractor shall furnish shop drawings to the engineer f 11„ ,, i u; { Ii „ ,I :-,I w on the engineering Ian agrees with the dimensions P 9 9P beginning 24. All soils test reports to be submitted to Protect Manager. I l !I t t i I. ;; I; s, 1,,8# responsibility to verify that the entry feature dimensions shown g g p g 1 ( I ,I I I 1 I i,L i a d owner shall be I,.. ,I I , ,1 , landscape a architectural lans. If an dimensions do not a ree, the landsca a architect, en sneer n ,, , I I . I i_, s,p 1' shown on the land P P Y 9 P 9 I '•_ , III { 1:I II , , 1 i r I I 1'i 15. The existing utile facilities and locations shown on the drawings ore taken from readily available information. , ,, I s I i l I,Iu,.l l 9 tY _ . } I ,, , I u io . 25. o all activities shall be disposed of off-site b the Contractor. „r { -IIS , , I . I I: ,, , � : I� ,, � notfied and the demenseons adtusted prior to commencing with constr ct n The actual locations of the utile facilities may vary somewhat from the locations shown and there may be ufiht All debris resulting from vitap y J. € •IV,. , 1 , I �, ',,, i. utility Y rY Y Y 1 ,,,, ll i,,. I facilities existing that are not shown or indicated on the drawings. The site utility contractor shall contact f ` � , I II, , „ h :l , : L i _.1 I d ma n r f installat on [ , , , Ii r ca c elect indecaten materials an n e o 26. i � ,1. , ,€ 9, _ l 7 s shop drawm s as re nested m these Ions to lands a ar h and shall locate all under round facilities before NI walkways shall be layout for royal before constructing. I .. , , , ., I 1 L J ,, I� ! I-, { „ ,I, ,I I Contractor shall furor h p g , q ,p 1 P 9 all agencies with utility facilities in the vicinity of the work g Y Y PPI Ir, F lI:, 11 { , ,I t '; P ,., construction. = I ,I ,,, r -.r ( I;, • ( I for all components of the protect prior to purchase of materials and be innin work. The contractor shall rotect all utilit facilities and re air any damages resulting from their work. I , III I I II: I' ,' I 9 9 P Y.. P Ii.f fr I`I I i='1I I:' 'II ! , I in conformance with the contract documents and specifications and relocate if required at no cost to the owner. I II III i:l{ I I III 1 II ( �( I� 'I 'I, '.1 �,1 ' - - J 1 11 1 ('iiiI III: I 1 ,:I 1� , II 1, ,5 ' ` _ It I .. ' ^§11 ' I x,111 'Mill I�a it I -�, I X11{ .I riP a, hl N . ' I 1 �1 ..,P. I{i. e i , I I I,I, - I:;' I ,} d' 1 1 t.. 11.. 1. ! 9 1 �$I r'�;f 1 a`I ,l '' I:: Ili 1 '`rl•I,', 6 ,,�.':.I ,'i a'µyt,,. l SII I �. _ - - 1 ,s, ,,ilPf:-,a d# J S `.,, IJ r I6.1 I I;',.''I I I le l 1�" I ',1 Ill ,,.r I `` --�. ' / T', I ,a d9 i 'I II I;` fl I,1 14, ,I i I,I' f;` i , I I I - +1a, 7 I{.alt„y I{��-lex,, !;, ! �., I a..6.. , •, .rw. ,, 1 ,'I ` V - -' 111 „q l" P I „ I !`„ I DRY I ETENTION: PON } I,1 itI. , r'.:'1 '.: 1, e,II 1. I: ,� I IOVERGROWN) ` > > I tit `tjpl I, i1 I I, i I! I + I" I (HEA Y �� I '111',Ir I' , 19,1 It„I 11I I II 11 , 'r I 1'' I ,. lt,l ' qII I,.I` ` 1 p I I }I `���' i, I '�I I i'.' r l...'.;i , ,I' ILI , 'i.€- I:.. �. _ I j ' k¢f .II {I'1 ,' ,(;, II,i I{,.� 111 ," f.. 1, I I.h i I _ ,II - 1 r " I , . I I '"'.' I' -1"I 1. II I' oSV _ .. aI1, i t ' 1 I F { . I ��,""-" ri �Sv ® 5 li 1 ,I. I:. ,: 11 ppp[ , I 1 I,It ' '11 ( I 1 iI 11 --��- G p�yyV 1IjIi9 � I ! 6' c WV J I I I I 11 1 I / _ �I I IfF I r, �I � i ,,, i 11 �� (1 { - ,i I p� /��� I # i I ` (;f I 11 II i, �6 t I " `\ BFP F7L� r +11 I I II I H �, o - � ; I'fTI l Ll r Y i � Facility ID Sign - I' R II I' I i1 I,, I v_ t i § I I :, ,l `: I V V V V I W` r • ' €I,,,I 1 I �. Ila "I z a I _ �_ Rl Ill CI l „I 1�. ,1 Ir; j 1 1 I' 'i', , I III D Cl l- J _- �� ,l ,1i, I I r'1 0 _ See Detail B/LS-8 1 I 11 .;. p` ;1 'lir I I Is I I`,I 1.t ' , l ,, VA Z, --`��`'_-UGE- �' \ i I I I,,: i` _ _l` Leeward Manor) ,, 1.1. I, I _i 3 .�'.• LI I :a <) '�UGT - - - - ,tit i 1 1 1 1 I .!, - j __ 8 ra 'n - •4' - -- _ I f-., � 11 uG I I ii \T / I ;„ I; 1 1 I r I I 1 I n z h.'1 Il, iI �'II IIII I [ :I . q I } ' Y II t 3I,I . I t I �I I 4;. ,, I;ii �i 1! ;I I ! I 1 I I} I ° V '�.� ,I I ?i. I,I 1 i I I I 11 § .I ! { 1 I I 1j11 '.- ( ' <I (I,I , IIgI IIII II II`i 'It� I II ' II' ,II 1, I; I I ' �\ 1 I j I� I I 1 ,', I l III V ; ; [I ( I ,II ,, I.I II III, I , , I ,I 'f �, I II (. I r f , 1 I I I 11({I ,, , III (I�I�' t i{ •r II# i I I, II t U \ II' IIII ! ;I� I' "I'it I I'1 I I tl 1 Ii1 I ;1 ,;I ° I a) I I II` I1 ,I A I i I. I c 1 , , Iyy 111 ,'!! f ! 1/0- `�_,c, _ r VI I II ,. L lti','I 11 ', I t, I i '! , ,1,, i'I 6 i ;` y � I - A I 'ir ) rI I I. 111 ,l . 'I'`iii 1 '1 Ii :I iI 'I,I 1,I II I .f w �� 'i ill "\ � E : (I �� J t, ^ IIPy r .I ,I ,I �,I r .I I; h I':i' 7 I - I• r,ll �I.. o- _ - w .. 1I.1111 . `IIr('1 1 i t ! ,I 1 1,'I ,I I,I r,,,I II i i:,l I.a{ " ' 11;.5 i,t ,III '111 ..I; III z'�0 ..\ � I �!� wl l i'I Is t I ,i,1 1 ,.W_ {{ 1 �; I,a ; i! IIIA i 'II; I �I, ' �I 1 ��� Broom finish Plaza ��, ,t 1 ` I °.II 131: I.I I�I , I`1 I,I P i - '1111111 t , :�I I, r fi,,` II i zx-5 �� '' �' ,,'If i I i I I { III „II I ii t'I,I (, I'� .1, .ret 1: o om (� 1 J ''PI P3, 't.i, iI'1 I1i11" , r ^ r' I I I1., ll 1, n� B LS-� - I I y l 111 v in See Detail / P{ �ll , +.I ;,� , �, "�111IIf ! I{ I I `1, ' i. , 'I I' I ,, ' I I' I I a,r l „1: 'i,:,", _ +'i I 111.,. I'' 1 ',.. I' 1 `I IIla 1111 j ��I, , I I.l �" I 1 3 # III',I: 'III i' IIII '1111 'Ili ', .'S L A , ```._ ' > N p I I, I { 11 ,�' �r r� < �� C,(IIIr I +1,111';1 I I, I 1 1 , x,11 III A�Ir�� Garden Fountain �F a 1 I { � � � o !lIli i I I Details Per Manufacturer - 1 f1 II 11, , I! ;� 0 I r o \ ! I' I. G I 1 1 I ti 1 , 1111 i } I W } 11 1 III( It[I"!1I IIP, 11 ?fj 4 II it illi i 1, ;I �€ I " 111 #!I j {i {I I I ' I d ' - / O III II ri,-, k 1 P r`y II• Ir1r �' III ll�( r II r' a ¢ EL i 1 II 41 d 11 11 t I i ) :{ Il , llri: ' iu l 11 I a �� I I a , jf� [a I 1! t,•, ,dI I P 1 r ll. ' P `I 1 - a II P �" II II d L, P " I`' P r , t y I,I,t, I I, �G G �I +u 4 I{t� ,, 'I # 1Y° LI+I i L, J i ! y.• I s ";, ,I, tie ��� 1 Y,411I �l+ P'{1II I i I,i�,'; '9 91�II' , I.'t V Y+'.,.I I�, I', ,I 1 ,.. I q ,a, S. Ii,;l.,J, 14 I `� 11 UO � ,tI S I .1',d,k r „ l i I�°'�I I 1 7':1 1 `�•. 11 li ""Z `� '.. 1 (q opo o - , L II { f'Ill ,l, I ; 11 IIS I I r`h1'• '' i - - -� 11 ` I4 L• 'I Illi I I t ,I 11i ,1 I I I 1I \ ' I 'rilIr ?f i I 1 ' I:,' I I 1� ,I I. I I S I II i Ill, t I �hI l , 'I ,I 1111 ' IIr 111 ,I 1 s - Facility ID Sign ✓ C� O I , ! , I , ,,,.. li , P ,. I, ;I I IIS li I. - 7� I1 II I I ' ill .,II, s.�'` I A ���� See Detail B/LS-8 �I " I' � ', III (�>`,^I "I I r, Y 1 9 " I1 - 1 I z Trash Receptacle \ I It" 111 , ,�� ,I J '' `s G p (Nancy House) a; Ill , 14I I rl ;:. , ,�,. �� See Detail D/LS 7 - I 'I , I I° n t I I P I ., r I.. , �'1: B�n h� � +� ,r L 4iy I 1 , I; , 1 I L e Detail C/LS ii'lff 1 I 11, ''Ii I i [i t 11 �, I{ iiiiiiiiiiiiii� 1 l.li'I I li i,,A!I! h iI , 1 I 1Ir I LL - -\_ - UGC _ Ik I r iI I rllz.l " i,, II I I I L:1 I i I.4 61 ,{' �i i , , .,, I I 1, ,,- 1I,. AI "I,f', f I E I." 1. 4s i I UGG--- I I�� jj �ix 1 ,I,. ,i1± I, I..,, , 1 ,) i 111 )i ! ...i r rl Fi'1+, ! 1,' - (i 1I, .il li` I. .ill. fl I I ik:,..p, _ a) l I �Ill , ,. : , , e I. UGE _- „i,tt: "' ! .1 ; : „ II ,' $ Gil 1 ,a:l''.. i l., 1 ,,, ;, y I GE - - 1k ',1 „:. ,, vi, 1. I' 1: rI I 1 l , 4r I s{ it , , � -z-� UGE _ =w; ,. 111 i ., ' ..� _ U w J, I ` I I. .. ; ,i1 ... II �( I, r--� .,., u u p B room Finish Walkway .#,�P ¢,,.I •a ,I�I,. il:l{' IP4 I ' 1 I, , ,.?.,I Ii I;iI11t , s 1 ' 11, ' ,; 1,r frr,..:,-t �.IIpK \ � ' = --� �- APPROXIMATE LIMITS WO W Nanc House - lrpkl r I', , I ,1 � .,I„�, i Lf� , c, :,rt{I I, 11 � , I I I 1, g1 P , �\.., i _ _/` V "1 Irl v, , II 11 ;i.. I ' -1 r1, , ,., Ill RI 1 ,i '� , _. / - il I ,r,a lo,`�". Ia.! . 1:,1�, r I.r ( ,.. .I: PPP r ` - - _ d „ 1, See Detail L - . , z ;i I , I, i I _ �.,_ See Contractors Site Ma a ement P/an �Sv ` I w q .. r 111 S' ;I I , ( , I GE c£--_ :. z: I ;I ,II, 7 , 1 I Bike R ack . r1 I, , 1 , ' ,, , for Final Work Limits I„ 1 _ I i, if, , . 1 1 II .I w - - UG UGE; r 11 a - - c ,I I , , 1 ELS 7 -= I, L �IIL See Detail / * , ; � I • II it Il'1° Isl'I'i Li II c I ` i'.: I h !,tl I,. .I .�;t,. i :.;` r-Ii �' 1.: ', �„ ,;<i Ir!' _w.-._.}.:..' 1 GG- - 1) I L I - .c r�' Joints UGG / 'I 1•, , li 1 ,i: k t I: Y I i 1(• I ` �' u u c-- 1 I,I ! 'v, 1 ` h, i I -'. `i P1I I' I I 1; m 1 ilsal ,I. ,I 111 I 1 I YP� ) I 1 iI I 1 I {it, i 1 I i I r' , I J, t1 t, ,�' I ,I 1 is d,, , , "1 ( 1 I j I I I � �� �I- ���' _�_ ,I I 'hl I ;I£ Ila I 1 ,' !, 4 tl I'^ Ib I1, I + E k,I 'tl ih II I 'I# I' i ® _ I I"+ It ,t�! 1 1 I , I I t 1 C 11 t `n �, I It II, .1i 1 Ill I f' @ I:r, II l i a I, , 1y , f1 I,. _ Cx - u It ai! Pal ,rd I :� ' IG F 1 I' '+ w �� JV t a `q ,I, (III r{'T,1u:11 € r LII I l '' •' t1 i pl'17 "il­,I, " I 'I,' `� - A !: I l,!,,,.I,, I"1111"' , t 1h^`.,+ I #I,..i1 I, '' I.' ''1, it I 'a1 ItIl ', t f Ito ' ,I� i I, 1 ! 1 ' a 1 t ! 7 r,`:i 1^ 111 1 III, i I`t c 11, 1 I l.,i ,I I I I. 1 „i, f',: i ri h' - ,w, III'. I i=' I I ' i• I ► - j 11 I I t£ t I'! {I I ,.,1 I ,Iq 1 rS 1 S' .II ,1 1`r a 'I ( f ,, 11 I:(,, -- r.' { 1 1 q . �i . 0 171 list,.. g i 1l I 10 I!" I• 'I I Y IP. - .- - I• i. I I - I; 1,3 .jj 1filo, II,J•: l i'. I, , ,{ III I i R ` - I ' IT•Iel ',1 „`, r l ,I,I ��I1 LI 1 p i _ 1 I I I Facility I g t- �! 1• rl :I � r I `:. I I �. I II !1 1 Ir I 1 [, n I '�1I i.. Ilii �,°fI 1' r, 1 l '! P {�,I.,,,., 1 II .v 8 v,_ �� • 1 '. •, , I i�l I Il ,1 I 1 ;l L' I C� -dee Detail / �� - U v _ ,FH �. ,( t r ,.1.11,,1 .:I,I ,, ,, 11it ,' ''rl, I „ y.-np I I r•5 J� �,,.-�'•"'"� UGF. G"I { r.•s � yl 'I I I Y Ili 1 Y,- ,^I,. I 1 I I _a z x_ TO n-UG \ _ c A u FH Z STATE OF FLORIDA: LA 1260 I' I t, Irl', , i{I 1 , r1' I,tI .I r.' ,111 no r�> �AMeX s �._ �- --UG = _ d X14!I j r t I,' a' a v I---'--- -- " -UG THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY I , 5' I' h, ,,{I,, i,;,, , . , I 1 ,!I'll 1 PI jF`r °i I "` I " is o v. OF B.BURKE&ASSOCIATES INC.AND IT SHAD NEVER BE REPRODUCED b I / I t, IN I a N WRDLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF I^ 1 ( �„ , ,I>?il,,Ik' I: IS "' ' c+r-��t''V 'il� >� ., n -'UGTV '�.>' --�`��� - I } " f ' o_ . \ , _'i_s e,BURKE&ASSOCIATES INC. � ' I 1" M r� 1• + r,�1 -n n z r� o� I a' a'', s .a '� F �...�� 1 ail : 4 ,I I N i"Gt \�� - ' b' ,I"r , I G i cry -, I � ..a• . . ,, u _ - I �I I I:i •1 A O C1 _ 'n. ct t G 'i, IIII ;il I I'i: tt, j t. .e m au •d c �. I I. i I 1 . . V. DRAWN BY: CN I c d:, i .I' "� ' t ' . a � a HE KED C C BY: BB "I J , �`'� ,., , „ r .f A a `e G #t. F V `� >n i' GV 't 1 ,. GL A c 1 1 s5 _ A I 1 I I re ,,, { ,,I• a' n W ..w: lYV a 1 (. ,rt „ , - F c� , •-`---��.--v. P ,i r - . il,. ':I 510 LF 8 T Wood Sha ow Box_Een' e' i G� -. , a . P 4 _-- Dir c lanai Sin ,- . a _ ` , 1� i g0. �_ , , ,:-,- ;t , y Ii t _ - ' ins ,,_, � ,:1 ., .. ,, . ; > � _os�-8 OC Ali �nment fo .Cent rl P g r _ �., . t iIA/LS 8 Se :e a ,., - - 1 C "(' 1 3 5 - r s! 1 -1 side`T �B ;�'' �� 1 In I posts:. . tt 1; � P 1 11 ,f ,.,,. ;:; - Aug 10, 2013 „ , . , , J s ' PLOT DATE: :_ 1 See Detafl hest FLLS 7 , m C f s, i .d a REVISIONS I ": 'l <• e . . 'a i I ,, as. Dec. 18 2013 r . i'II I 11 1 Permit .a. v :' a' a 5 .iR II (� ¢ ;, I ;..y 1 a s d t I n ir„ r E 4°, r v. r �t r!.t x� •a -.�E. - - - d� .. .� V 11, oi1. 1�: t •M c -1 r s v ., �'t �• a f nw 4 A t yr a' i, 1 -a A' 'tel ,.: - j I 1 tie I ;�. t .G d' e _ _ i ;'•t r a'' a 1g y t:.?,. >, a ,: t K"} 5€?''t ,14 P I 11_ C : ....',.i ,' > •a a. s - ..r a d' 1 C� .,, P,,.-x y ,,, ,,, t r . : x :. ,, 4 FURNISHING SCHEDULE ,. ..e, 1. .,; ,,., a n ,,r,.,.. u. .a, ,x,,:_, , n.l..e., , ,: •,5 ': .,,,I , s...,, ._(.., d a a 1. .;5.-,.:. ,I , : I :n d ITE FUR�I - HHE : o� 1' x ':., 1 �' -4. a- Mancy HAus ! 1{ ,! n >, .,, 1 P . . i,,.,._ ..r s ., ,. •.' a FH AREA: SITE FURNITURE if R :; , ;.; , , ,, ,I a • \ Qo or N3TE8 SHIP C#RAIN RE Q ��yy/� n ,.t, ';:: 'I ;9! ": [ ,..I , ^ .:, ., ., 1�. �. . + a y .\ ai I��nO l�lodsl : . t y/ - �- QTY SYMBQL ITEM MANUFACTURER p Jl� I „. , 1. �'; .,(I %' i'' \ B B rich Victor 8tenle 8{lU-3�8����3 F®-�2� 8 Lin th Tev�rn 84 t3r�I�an �ia�e Anchor©stall, Eur�e{se M©un# Plrflvlth��ut 8h��3 E�brr�ftt�l I 'I .` ; l r tent �fl-3M2573 PRS-Z4 Tavarn 8 firagn See nohfle Detail, Sura Mount Prowl �frt ihal�t Submittal 1 I 1 TR Trash Rgcepticel Vlcto S ay SCALE: 111=30t ,: ' o BR Blkd Rads Victor Stanley► '1300-t38B-3573 Bf�WS-103 T'avem SO'Gram Sad Anchor Detail, Ground Mount Provide Cut Shut Submittal 0 ' ,11 ,;(I `` ; �, r a, l 11 Shadow 8�l'S-B 3-483 L8 937 T� Be Selects, Provide Cu#Shoot Submittal - l 1t[ ,I a ,I 1 F Fountain Lonlp PROJECT N0: 13 295.01 I'I' ' I lC ill f:'1 ' ' ,; { I i Y - + p I' ` y ��a�mEzcr.�ar�ovffm. 'rte` _ , I I•I ,1 11 I�', li,t III k. I � I 11 I IIs f " �._ ,• _ a =- iI I 11 I I I 11;, li - ---- s � � X , I el I _ f __ `s 11� .• 2 ; ",i �t I " , rs+. ,- � � I 1 ,. I. I I� !I i I �l 1,4 i I 1 `i '!I 'I.. 5 `.P"'r".fid' L l;I- -t- L"'.. i\ )5) !' ( I - I I _•r:L{T t�� >e-1. ,.!•`:-�.�L• `3' ''T"� ,.�Pt 46� j1, OA1 r :I ?I I d rI { - rlE' •r rzta'3,r....rr 'f. . L.-r'- ~� P\td )� �I I I 'I,v I=. ,I l' ' '""L I;. -.i'"Y"'��'..r.-.�. g, "�T �" rL•",� '���"'�.-�-�.� F, 1 I P ,..,; iw,l,......,,.�.,,iFiC w•+W"r'^,. w s '.'%. :.,.:z".'..aZ.,; ---:,✓.;r' F 1, Nancy House I ' 1 1 4, Y P ,, I I ,I I II I; 1 I :: :I X I 4 _ I' f I 20 8 EE r S H T N0: i i G 1 , i 1 I �, I` 1 1 , , i I III , ,'� 1 _I� r I i I it la+ I ' ! 11 3`„ ,,,i '' `= I ' 141. II _ - E ,II `, - E t • I „t i s 11 I s • . P 1,(,' , C i r 'K � , PLANT SCHEDULE; I MA 1. I 4 SA T LIN 1ri..NH I { L , rr a , 1'-11,, I. - _ ,3 Exks n REV;1?J11iJ1D13 r " 1111 , v , 1 QV 6 cal. Live Oak odI I e ruin m p,I .; I ?air.,, I ria' tt , (I 150 5P) CI#tra aotanleal Names Cornntat Marne a ao floatloaaa o1•� Cr) 3 I!,h It ,�Ina, r , C 9„ OAK . . . . . . {'i�110 Xero Native N I I 1 !t 1 ,. ' I I � DOUBLE) . . . . . ? TPaaai.FIDflda des of Bsttar I '' A ,,, ,t- ,� _ __ , r1 6 BM X X X ®ewle nl rs Rlver Bimh Cal.14 Mt. 7 $ a N i I, ' ; ,'I , i l , ,1 1-QV 6 ca Liv k . . 1 D0 ,r m / W " I'll ` " I 11 i f i t ei £ / X x w Me Inlana Perelmmon Cal.12 Mt, 6 S r, W I. I r I "11; il' i � 6 JS X X ,lunl rus slliolcoia Southern tied Cada 4"Cal.1V Ht 7'11 r. Q a 11 _o . . 4 LI u I- I Ii; 11, I I ' I ,h s La Iaatromis Indloe Cra 1 rtle Mu*Tru�t Min 8 Min R Cal.Each 1A KT 7 S r, (� : 1; I 1'1 _ E 4 LIS _ La s�alrcmis Indio 8tans{ard Trunk Trrs Form 81n Is Trunnk d"call.l6'f1i T'3 r, f l I I fig• ra; _ -� �-I I { a _/ Mei X X X M nolle anditkara Southern M nolla 8 Cal. 15.1$'Ht.1 x I ISI 1 It i r I , 9' • I II , . c . . . . . . i7 P6 X X Pinus alllotll 81aeh Pine 7"0aL 8'-101 Kt, , ,I w ♦ i c� 0 / 7{all/ X X }( CbulHroul vl inisna Ltve 0 .r r U I , n �t n a Oak 8 Cal. 1$'211 Ht 5+S r. IIIIIIIIIIIIIIIIIIIIIIIIII—� v ,__, I , , i !' I I I I I \\\\ Y 24 SP X X Sabal alrnefto Cabria a Palm CltarTrunk ar Puna F-+ W 1 I i ;t'. '''r 1 , \ ISS 1 1 I_I� {'I r I , I I ♦ i i" o V11F4 X Washington ropuata Ylfs#hi ton PalmIasr Trunk per Plfuxa s, 1 20-SB I t I � . . 1c7UO I I i 1-D ca. ons ♦ ,4 r, , , . . . ere 1 ) I �a, 's 8-APE 2 cal I sh Pines \ / • 8" OA Shrubs:Mort S'1 or Better Notee t� N I I _, ., / �CA X X Callioa am ' m O r I L � • rnlcana Be be a Old 7r X 2 A ora. . 1 CII7 1 1 4` X , N �-_ a" OAK '1:.W Chanlern humilis Euro Fin Asim 1D t7AL.S 3t 8' Q - ♦ 20-S N - - - s x x Crfinurn� r , W I s CL Crinum V I 8 Osl Jt X 7 A o.o, M H I ♦ a T teS 15 OAK • �a H ' P r <s 15" OAK r-•t o- � � r3" OAK 11 OR x C ravo•luta Kln 1 'O i' pp o AL.8'X x DRY f ETENTfON POND 82 1CB liex oomijt* Burfordl Nana' Dwarf Blrfford Nally 3 Gall 2'x 3 4 04, sd O � O 1; I I I I �� . I r , �I I, 1 '; 1,,�' 18 RA , � 1 I. 1,1 1' " I i L, 1 I!, i 1, __ HFAV Y OVERGROWN ♦ ' - - �, ( `� s IG X ?l tlsx IH61�1 fltlber a Gs12'x 3 4 oA. I 1 , t , I „ 111 I I, � 6 HP X X Hamelin patens Fire Bush 3 Sid r x 2' V 0�, I 'I 11 r ,I `1. 1-. ♦ 4{iT X X Olanularia to Weis Twn s Vin 7 3]al 3'X T 4'oo I I I '; r r�; 1 ; -.�-- �•. ♦ (� -`'� 17 LC Leo " 1 , �} I II• I �' S-HP L24 ro tum ohlnansia"Rad Rub Chinese VlAtchhassl 9 BM 2'x9 4 am, I e ® �, _a . I , I t • ♦ _ -• Adl RIA X Rha bll ua indioa Indian Hawthorns 3 dial 3'x �! o.o, 1 1 '1 t I . . . . I I ! I" I I _- _ 1 I • i l I 1. i ' I I y�=o-. - - e �' s' PECAN 12' K / 1$RA x X PlhadoAsnron autMnum Flamf A�IEa 8 GN 2'x�' +M'o.o. I i I II . s , �_ � 22 "C pk 105 SR X X Sarenoa Roams Saw Palmetto 8(kid 7 x 21 S as Shown I I I; ^ g.'. ® I 1 c 48 V1l x X Yaaclnim 8 Dlusba 1 Dlsi 2'x 2 ►1 0.0. r , I d''1 Pine SifaW - Q�.-.-., - � • t E6"iQ lk / 12" OAK d - Muc �s tits l4� �i'). m, • g I ; P ' �9. S OAK I. { 8° OAK I I .19' 'S 1 • f $" UAK I I I 55 MGH roundc0vera,FlOdda�er;ISeuer t, , I t .� 58a MGM X X NuWanber e i' I oe lgals - 1 M h Oars 1 illi�' xl Fu113'o.0, I Straw I , II 9-SR / , Q' 1 D" OAK SDD HD x X Halianthus da6ilis Bsaoh aurnflowsr 1 BBl 1'x1'Fuli 2'0.0, It I I \16' 30-SB`��__..__� Ich , I D 4 1 33 V x I L1oii;ss va .ts Affloan M1s 1{as1,1Lr"x1D' ff _ I 'i I P \ 3 S As S own I t-�T ;,I � 1 I _4A ZP X X Zarnla ulmla ?.Burls 9 GM,1$"ae1D' , It I , 9- ICS I L, Pine Straw - HT=Clea TrU 1$$EA X x e rinohiurn:an ultitotlum slug 8 a Grsea 1 Gal.tOnaltl" l 1 's , l I Mulch 17 s 1!1 I L' i I ,i $ ! D _ _ $97 SB X X Spartlns baked Cord Gras. 1 Gd 2x1 Pull 9b.0. 1 ; 17i —— 5 SP HT As Shown 1-MG 4"Cal 10 RIA 1D5 rD Trl sacum >�mt�a Fakahatana.Vis! 1+m.1 r Xi'Frin a�.o, M TAOd X X T•Aslailoum'miralrna' ' : ''', . ,.I I 1 ;I t i : ll I I '� ➢IQ �, HT-Clear TfUCIk DwarrJswnin 1 Gall 10"Runners, idle s I hDE I ; , I I .I Z , 1M ❑ ❑ _ rr Vanes {', ', III v k-- Pine Stra _ 30-MGH - 18 TY x X Cam u radicsns Tru t Vino 1 dlsi 18"Runns 1'dla uo s ❑ ❑ ❑ 1-LIS 4 cal Standard Trunk i j E 11 I `) v Mulch Cra e M rtle a La x X Lonioer>A s ur srvl ' ' I I I 1GF_- ❑ ❑ a p y rwta Coarsi Hone $utdde 1 Ga118"Runners,1�dla r:Over e I I I 1, , i > 18 PP I IX Flats mlts Crn In Fl 1 GN 18"19unnen,l dJa trovsra7e : �� � ! � � ­ I � � �; , I 1 _ _ _ �o' ❑ ❑ ❑ OOO O .O I I I. It ct vcr-- – ---- ❑ ❑ O z r - `=-u - — - a UGr ❑ 1-CH _ _ i I �� � V_ - • firms:Price srS uare Foci I 1 ! I, 1 6-VS 2-CR Per Plan Sod X Si.Au tastine I 11 1 I. I 1 _ "Floratem i 20 TD a ' � Par Plan S•ad x Common Bah1a Mix I 1 I,H I I I 1 -- UGE - `� 3- E 10- ICB I:i :1 iI I \�. 2-GT D OP F R I; I 2- -3 cal. Red Cedar, r I t I ill pp p 8-SR 10-RIA ! 111 f I I I 50-SA I ' r, 1 l 9r' O 1-LIS-4 cal Standard Trunk �I \ •1T 000 LANDSCAPE CHIDE COMPUEN'CE DATAj. Fleet Landing Nanc House I I 1 I ` ;{ t l 1 I Crape Myrtle I.` . 'III ,l' '1 . ' B-VS— 1-CA 0 G� O Atl Atlantic besah,Plorlds l I1 it II 'It 1yI'{ '___1'I Q O i II `:ZB 1 YI 14 I , � 4,I.I da , f ' .'.1:.11 11 a V r� `.' I I €.' I IiF ; 'I � 'I; I 'r Cal-- 2-LIS-4 cal Standard Trunk 6`VS 19' 11 I , 1 I RE{ UIREMENTS ,. , 1 = l a ( , ; I I r, j Crape Myrtle - M1nlmum Tree Requirement Parcel Sita EF Trees R ulred Trees Prov]ded Nates I 1 ( ` w I I Irsta 1+ 11, 11 ;I 1 I, ;, ji, 1 t i ! I'I ` �\ 220 TAM 2 Im Comm'erdal Use.1A"Caliper Tree New or Preserved 115,492 14 2B Naw Plantin 3 t II , I 1 Pine traw Iii 1 Extstm 9 I 4 1"'I' I' lI , I ,' t' , 1; Mu n \ -PE ti j 2"Pal Per 130DO SF Pa reel Area leas ponds Pr®lefVB I 9 i`;', f ;S' 11 I. �\ 3 5-CL IneSU �9 I I I I I 6-ICB 'IIs' 19 , I \ Mulch - I I � I , � O Interlor Vehicular Use Area Requirements VUA Ares Ra uiraid Provldaldd . 4- SP- H As Show C I� T n 1 tillI ! 6 � 1 1 ,. i , I - Q9fi Landscs �1re ,'I , I` ii' 1 i • 10-DV `� - ear Trunk St.AU ,+ 5 21,'50 2,1 5 EE,233 I ..k. il ! I I 1 tree Per S 4000 F I I, 1 Pine - _ Area 2 750 5 14 Nary Plantin a l ' l 90 HD Sod. . I "It f I c (1350 SF) I i , �G I , ; , 7-VS 3 CR S, I. I 3 ! ' II ; i= 1 ICI < c Fleet Candle Bind. {' I: ,; ` 2-JS 3 cal. ed Cedar. 47-SB I �. _1, I'll'' ' I � + h1 �` . ,; 9 ; ' t 5-SR Parimatar Landscape Requiremerth ROW Linear Footer Re ulrsd Provided Li ea 1I 1 �' 10-RIA Z E q n r FaSlaige Plaqulrl Provildad ill ' I I o L 120-H 105 F Per LF of Rte W Fronts e Not Applicable a NA NA CL T 1 10-RIA O �� -_ 17-TD VUA Screen-75%Min Ht 3' Not A usable NA NA V1 � II t, IO 10-ZP I .200 TAM O 1 Tran er 50 LF RD 11 7 SR w Not A Il�able fdA NA i, . 1 2-SR � I �, 1 1 i I 13 LC � 1 I 11-DV € ` { ! 1 I 1 _ „I�' 5-PE ❑ Wait Com ' I Ex,5t,ng Parlmatar Landscape Requirements A41seent Dale Linear Footage Raquirad Provided I 1 1 . 2z°oak 5 SF Per LF of Fronts a 540 3, 00 E100 0 I I{ i'111 I I I 1: 1 2 CH 2 ' 1 SR �w ''❑ ❑ r 1 Tree per LF Rt31tU 540 ILl 11 I I ' 1 4-VS p ' `,G 5 Incompatible Use Buffer Nat Applicable F I I I I. i` G4, \ I- Pal II 7(O I - ``� tl�'a�i 9 a I :t • , 7' I �. 11 �A U t 7-ICB g , 1 C ' � I s • Sod .G I'll 1 of , .J I I Ill .'t- . �I� IIS I: 1 I 1 1. � � o•s I ( . P) I I I� ;.I .I; I 14 MG 20' 2 20' 48-MGH L II l '� a 1 3-s I �r 11 I #` I I i 3i I i V S u. a I'ii 1I f11 a•, { I 1 �� Vy ?k, 4- r :,p:' ,i - - CS �` �' : - I I , 1 I , ..t z 4 SP HT As Shown II, 1 i, I ,I , ; ,l > r . 7-VS , - - - % ,� ..� I I, . ! -i 11, I ,. 1'' �i — 3 SP H a Shown I „ I I Q HT=C ear Trunk 17' 2 CH It I, ' i iii. j,.I ' M 1 0-SB .L�� tU't � .I' I , 11 20-SB 12-SR I 15-SB l.fi !, I { {, i :I 11 c� 3-WR- HT As S o i t I I r 2-C 1 i I'�i z 8-BN HT=Clear Trun : I �l�l \ i ' 1 10- 2 � I � � '?I 1 € i I 6-MGH ® . -., S .,,, xis 1 Existing fledge to Pematn til 1 I r 8-MGH .14 • V . 16-MGH 1 ,41;I , ;' I -�- � � _ — _ _ _ � _ � _ � � � _ _ � � � _ � 11 ;11,1 i I I I r ® 5-CR 5-SP- HT As Shown u G -- ji l i ll l I �' -E n9 —UCG �� I I - �'I II�" I { 1 i 1 FP •24"5ycamor 1 I St AUg• Ewstmc� - �� 1 "`� • non r P. 13' 0"Ma i „ 'F � I UG I I . . . . . . . . . OSP . . E GE I `"�. Ii. ! c� f UGE--"- , s� I _ 5 MGH ' I .- ISI I r , I I - P' I I , 1 II • . x - r , I�- �- _ _ r l 1 1 'II .� c� I 185,1, 4 1 T c �, ' d l�� 18"Oak • ' r a l ❑ _ I ;Y! 1 r - ❑ �� �� 11ji: j 'I I III I.a ,I;', I, I i __ APPR OX/MATE LIMITS I 11 k; � . . . . . . . ❑ ❑ ,� S WO K 'Nancy House // 1 I .i 'a,' I 0000 ❑❑ 11' 25-SA ❑ ❑❑ ❑❑❑ / 1 i I ❑ , ❑ ❑ ❑❑ I.. r III : � •. !li q, t �'Ili I 1 ❑ o❑ o- 11 I N is i C v I. I r Aa T PER M ET R w �I� ,I I I 1 S I - 5 O 2 SP- HT As Shown 0000❑ ❑ See Contractors Srte Ma a m n I . ` G Y e e t P/an ;i I' l . . . . . . . . . . . . . . 0000❑❑ 4-TD ' I ' ''I O - 'I 1 . • • • > . > . . • • • HT-Clear Trunk °°❑ r 8-PFaI. Slash P nes 1 € t I 70-SIG , , I; 1 SII, d . . . . . . . . . . . . . .4-Zp. , , I i a ' R t L,,., r r 3-CA � , _ , i .� r: 11 I $ DV _ For Fina/ W ,I � . . . �� Ex, n - _ ork Lrmi I �I �t �_ __ is I , f > � ' ' ° I 4 4 LC — I , I t 'Au I I! I 1 . . . . . . . .� G` 9 � �a K - .- 50-SB �I: ! �; �! 1` �,I' I � ; �ISI �� ,,' I f I ;� � . . . . _ --.U���� I �' I ' ( I , V Sod. 1• 1 11 I'i 1 I • St AugAu ,; I ii I I ;+ , . I•�11 I ' . . . o .-s.P. . — �,,�', ' k t ]Iliri- I'. 1, Sod. . . . . . 2 G GG_ i , fill , I . . 1.8 O DF . . /Pine Straw 2 Sycamore 4-SR. s liz1 I 1 I I r , . .{. .s . . . . , . , �`� c 90-H \ / STATE OF FLORIDA: LA 12 : � I a \ c� Mulch I"Pei 60 t'I � . . . . . . . . . . • r . . I ill I I 15-TV O 25-5 B' THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY I 1 I, ' O -S r r D + { Ati h Vine to Fence a F B.BURKE&ASSOCIATES INC.AND I7 SHALL NEVER BE REPRODUCED q . . , , . . . . . . . ® 1 N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF r �: _ r I I • r ` 1 ❑a❑ 35-SA r, B.BURKE&ASSOCIATES N . . . . . I . . . 0000❑❑ 5- I c. I r I - ❑ 0000 ❑ i G • 20" ak I 1 1 1 0000 • G� ♦"Palm o I r . . . I 1 1-C ❑ ❑❑ w �° k I ' �ti ❑ � I I II 1 _ , `� 0000❑❑❑ C7 i •-r--�- _-_- `�. C 1 P' e/rw I I 0000❑❑❑ Ifi 8 J `I D RAWN C 1 BY: N I. 1_ �- ❑❑ a I „ I I s 5-SR. i I , , r 1 V c v _ , , al. LI a Oak =r ❑❑❑ � Q 1 , I 1 I I o v I I t i k CHECKED BY: BB i • 13" ,ne boa❑ r 1 I , I I, '11 I , 1 I C3 _ I I I 11 ❑0❑ n 1 I �- r {Ill _ 3- R S I I 1 ❑❑❑ 5-SR. 1- V 6 cal. Live Oak 1 11 �. Q I I • 14 O 20"O ❑❑ ❑❑ 0 0 L.. r 5 B I � r I t k1 I 1 I 11 1 3 cal. Red Cedar. 3-IG F 's r I E r ' 2 'Oak • r I: 1- cal. Myrtle Oa r QM-3 k r 1 I - , 5-SR. 3S P- T as S own < 0-MGH PLOT DATE• Aug 10, 2013 I I I' I I I. 'I. ' III, I r 15"P e I <' ✓ � I 1 I; , 1, i'', • 1 !- RE l. c 1 ,� . . . . . , 1 QV 6 cal. Live Oak , VISIONS I I. G i I �— I 1 I , I I I I �' I 1 I I 1 Per , 13 1 .ail 16-MGH r Dec. 18 20 ' 6;1 , 1 = . . . ( -MGH �I ,' I u° F� - w �I I 1 1 V 6 cal Llve Oak I , k Q !t I EXiSt n r , I 9 .. l� I I v f „ � I 1 I � _� 1 _ 121, ak I �'� , O O A n r II. r C t i G `I 0° ak 0 2-LI`6 eal_M I v _ 1-MG 4`Cal ,, I 1 , Z t�• 10 ak • I c>7 s Exist, S � V3 r i I - I I I s - I I p v 4D -[J •8"Pal -Cr�p�Myrtl — Tr, e G Z 1 1 _ !1 1 FN I; i G I - I I - p G 1 } 1h -.�- - � I - r i. i r t i �� � SR. 1 1 3 SR. II tau . 1 a 9, . , r I 0 26-SB ak 1 I • E I � -n Exst,n �� it 13i ,iicn -r : I n , a 15"Ma one L x o nA - , {2 O. F) 9 + J Pine Straw 1 I I I � - I -U N _ xs � G _ I 100 SBUG "I , • Imo' , '1 ii I , , 1L, i I 1 u, -G 1 LF-B HT Wood S ado-' Box Fence .► i 3 SR I 1, t I 1 I c r �<, -i , • Pine Straw -0 4 , • 1 i i , —G 0 ' I ;.I 1 .I�: 1 , CS 1 Mulch 9 < I' t�' I 1 i (• to '�••__ I' I , t i I h I t' I c: I h I a . 4 Post,8 OC All nment for Centerline le . . k -1 19"Oak i11 1 L I a it! i 1 n ,, 1 _ Exrstm - a /' U I 9• n_ t � it�a oats.--1 . . .. <OB S scALE. 1 -Zo _ t I '�1I r d� , .-~ I 1 ''l i ;I , � �. ,•� . *x � � a' Pine SUaw � . 130 SF)• -a- i. ` wA`' a < '�' Muth Ill t GV a' - c r� GV _ u -C)' n GL 13 295.0 i r i 2-LI 6 cal MT. ra e M pe-Myrtle - PROJECT NO: 1 i . • w _ - , a , M WV , Ex,stm cT I e? s 9 it Exist, 9 v • n r— , z#"'lvta a 1 I 9 m 20" ak _ GEJ . -.------- s' v I } € GLM , -,3 18"O k - • Ex t, �i •�'• �- - D Oak _ ' v , . ExtS E w I r z E o I II I i 5 v O a I I ~s _ - '� r ,1 r , C) /'��_. __.---'"6 Ext Ing : 11" I , E 1' «r Ewst,n� g G . 7 .. , . • 1 II •4i. a" x a ' I�} Mag - EXISTING HAMMOCK . I . . f . i': � '4it. � ;3 � 11 AND CLEAR UNDERSTOR E I ,ic t -- "7�-�- ER LANDSCAPE AR H E Y �' E t, ,{ 1 , 1 I . ' a ® - � • Y4"Oa . -, DI ECTION / � 1\ane 11 1� � o se I d 9 ;• ;. , __ ---- = MAT LINE = _� — — — �� Exk kn , 1 5 c 3 t � -----I -- --- ---__._...-- _---- _ __ - --�- ---------�._... _ - __— - g _,_ __�c�d - ------ -- --- rf I I; II 1 --------------- _ — — —�— SHEET NO 3 of 8 1I , . - 1 �! :_11- — _ _._ _ - � I i , ! � I I I I,I i, i, I i I � "I" III I,i I,I; I I �i, � I I I i I 1.1 I I ]� i I I I ,� I ., , 4E, I�. I I . , , 1,1 I,11�1 �: 11,, I 11 �, p"11 11 ! I�)r 11:1 ", iii., , I �i I I 11 I -- I : I I !�i , I l:I i l:1. I I . 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I I I INDICATED- SEE NOTE BELOW - 9112 I I t i I : I � ,I I ,i I I � I ; I 4'I P T PINE BRACE- "I I 11i i � it ill , �I �, I L I �I ; I i�� I : I I I I � I I I , . ­ . . W C\1 I,� I I I � I I: I I L ____.�I- - I f i 1 ;; 17 I I I , i 3 MIN. EQUALLY . L = -) H I I I I I�, I I L L L � I ,,I i I I . I I �� � I :1 I I I I L I I I U I I l ! I , I I I , L� - ! I ' IL 1! I � I I I I ), 1! 11 � . I : SPACED AROUND . --I .-I I i I � 11 11 I , I i I: I � � I � i r P I a I I'll I , '' Lt it I REMOVE BOOTS FROM TRUNK I I I I I I :k I I i I � i� I I I L . I : i : 1 I I � 1 1 I : TRUNK !6 1 �D (Z) I 1; � I : I I 1 I � �, I I. C14 Wa CD I I I I ��: I t t I I I i I LL r__4 -'I (0) ;J�t � i I , AS INDICATED.WIRE BRUSH I I l I I 'I it I I t l � �I �� !! (J) I I I T I ill I I i I iI, Ii I L I . L I I I I � Ill , ! i , � I I I I . I ! 1 BURN MARKS I I I I � i�� . , I I ! L . I I . I I � � I ; I ,� � , i �, � � 1 ,, I I . I I I I I I I � 11 - l�'� , �ll , II e i I l 1 1 1 1 METAL EDGING DETAIL . t fl � I [��, ! I 11 L �i I ii I I I 11 11 - . I 1 � 1 I . i . 1 l! I L � I , I I , I I , I : i I :1 , ,I: I I , , SUPPORT BRACING-SEE III I I I I : i ,I ,I � I � , lo I I I I � � / L L . I I I I L I � I I i;�� I 1 I 1 i I ; I DETAIL INSET RIGHT I I . � '':I i, I i� :1 I i I ,I I t I t � I :: 1, I . I � � I� ��,1 1 I �' I I , L I I�I � I ! I , I ' � I :� I L 0 0 0 0 0 1 1 12"FOR // I I , , I L l I 1 , Z l I I � 1 I i I L I I I I L _____ -- -- 1� j�, I :� L �; L i [ . � ! 1 1 I . I ,- � 1 , . t �: I I �z I I, I � i , l I I I � ;I ,i I � � � � �e I . L I I I,GROUND COVERS SPACE O.C. 24"BETWEEN SHRUBS 24"BETWEEN SHRUBS . It I I I � I l !I �! I ! ; I 0 -, 00 ' ' I I I , I� . I I I � I I 0 Z 0 0 C � , I � Jx� : � : I I I ; I t D I L I I I I ,I i I I � : I t I L ! ,I 0 VO\ L 24"FOR SHRUBS PER SPEC. AND GROUND COVERS AND BUILDING . I I I � � 1 I I I I I : I I I 5 I . 3"OF SPECIFIED MULCH 2"x4"P.T. PINE BRACE I �I I ,I I I I i 1� I I t I : I �: � I i I I I I � I! i I L I - i : EXTENDED BEYOND SAUCER. I INNER:16"OUTER:12" L L I � , 'I ;I : � ' I � I c I � 0 0 0 t C . -FINISH GRADE it 1: I I � i � t 1: : I � 11 L L l I I I I I � �t�! I� L! I 1 I L KEEP MULCH AT LEAST 3"FROM W PLANT SPACING AS i t I I I L I (3 I I I � I I I I , I : , � 0 M _1 (9 I SLOPE I AT BUILDING i I i i � , I I I I � I 1 I � I � I I , I I I � TREETRUNK 0 W L i � i I 1 1 i � � PER PLAN I — 3/8" 1 1 I I � : I I i I i I I I I i I : L 1 , L' I l i 0 :r 0 = TO BE 6" 1 �' L I 1 L' 19 �Li I . . 12' 1 1 ; :! I , I L I . TRIANGULAR SPACING BELOW FINISH � I I � . I �, 1 1 � I � ;� I : i I I � !I I � � : Nd 4'i P.T. PINE BRACE . I I , � I 6"SAUCER !Iii:: �iz I I I i I ��i � I I �jL� I � I I �i � I I � I 1 1 I EDGE OF BED SHALL BE 6" FLOOR I I I i: I ­ a. a- -_ . " I I i� I i1i �I I a 0 1 i � i i, ; � 1: I . I � I 1,9 0 1 1 ill, I I I I �;�i , I I �, 3"OF SPECIFIED ,� I ; , I W w I LL � I ,1 � I I I t it ; 4 I I SPACE 0 C I , : i X I 1, I ,, I it - I I I if :1 I I 1 � I i � I I It, . U) I k WIDE 4"DEEP TRENCH FILLED ELEVATION. I � !! 1 1 L; � � �� , LII . 101 X , � i it :: : � ,; r �z �:�1��L �I, : L I ! L MULCH,KEEP MIN.3" 'I PER SPEC' � 7 1 1 1 1 1 I I �t , 1: � ii L k I L i 1 � I � , .cor", AWAY FROM TRUNK WITH MULCH. I I iii I it � �'I �� I L I I l� ,I I .:.1;- 11 TRUNK T I I �,,!�­ I I, i 1 .1i 1 I ; ! : ; ill Ill- 11 �, I , I , I L I t I � I � I ; ,, . I I it, I I, � i � 1 � , I I I . . I . : .111� 11 - I PLANT SPACING AS PER PLAN� 1 f I, 11 I il 4 � , !I i , I'!� _L I . I , �,I 11���I :1 11 I I I 1 � ,, I ;I ! i��� I L I i 'L t; � I i� ,, I � t I I I . PREPARE BED AS I i I ,I ,� i i � I , I I l��i I I� l I� i � "1: I I �I :I!;;!:,,,- 1�:!� 12"MIN.PLANTING - PER WRITTEN 1 3"OF SPECIFIED MULCH L t I � II]L' �:�! � t ',I i . �r I i 1 I I 'i: MIX-WATER& -1 Z0 .. KEEP 2"FROM BASE— I I I t i- I II . I I � I. �i I I i FF--= I . SPECIFICATION — .. "...­:, .. , - . I � . I I *., .1,:1�, . I �� �; li �'; ! I I I,-. ­. I . - - I .::.'-:.::-,.*..-,: , � ".,, ,',.-. I I ! I I, I I I lit L TAMP TO REMOV r_ -11 - = = - I I . %­�* .1 ",- I .. , 1. I.. I- I� I � , , " I ­ .._-, .. 11 ..­i"� � � ILL 1 � il I '.',:"v -':�* ` - ...­­ I. .. . ­,.�"t*";,�.` I I I I I I l l � 1 I . I LI � ii, � t i i I 1* �-- 'll'.I.L -�*. 111l ..:. . :.. - _11 1, I I l I I I L 6"MIN.SPECIFIED . ,.,, . .l'.-,. ., .., :-::".�*­%�­.,- I PREPARE BED AS PER I 1,%, ; i I I I I i� .,1, I I;,: ! l � "., .. ". .... ...'I .. -I.t,-: ' .. . - ,I ­I.ellt�..I...: . I I I I e PLANTING MIX ALL ­ . � �. - .. . . ., - I ,I I Ii I I I I I 1 .4 WRITTEN SPECIFICATION ,,... I I.'0AI I .�. .. i� � I � ; I I � � � I t I i I — -, . _ ,� -.*,.I*-1�-� ... I I .I I f!—� . — — — — . . — — — — I I , I , � ��'It � � I ' - i i , l�I4, ; AIR POCKETS --r ":: I ,,� , : t 4�, i L i 1 I 1 ' I l� I ;:I I ,:I 1 1 1 �L� i�I' 1� _ _ , ,:� - ... ol: " I : � � , L I I I i� I I � :I[ :_ I 2"x4'I P.T.PINE %.::­ ."�'l,"'N' . I , I I I � i 11 4- - - ..."-_1 1 .1:1., :1 - - . i, I III-11 I I .. - - - : I I I I, I 11 I - I III 11 11 - r - - - - .. - = = I t I I � ,I �: I � � I I i'L I ! L * I , ! �E - . � I : I : 1, STAKE. AROUND.WATER& .. - � � I i I t I! ,� ! I I I � : .. : I = i � I � I I I I � I , I � I . . . . == = = = =_ =_ =_ = � I i 1 1 , - I . .: 1, , , " I I 1= I I I it � I 1 1 Z . � i J L' I STAKING PLAN TAMP TO REMOVE AIR - I .-, 1=1 I I I 1=1 I I .'- .. I �' I I � � I I : , I I - *1' , I I I I 1 I -I I I I 1 I t I I 2X BALL D14 . - - - -11 - TrI I=fil= I i � i !I � ! I tt � N.T.S. POCKETS - - l : I I :I 1�� ' � 11 I � I � i I I � 7 El I = - I UNDISTURBED SUBGRADE ill - - = I I I I I I i; I � I :� , � , I ii I "� I I I I ��:� : I 1 . I I I I l"i I 1, I I I I :�.1 I - , ! ! 1,1 i �t; 11 , I i �HE = = = 1=1 I I- - - - I I I;'' I t i I � ,,, , , I i � � I i I I :1 III-111 - --I r I I I I I �1! I , l 1, � it I l J �: I I I I 1,I I UNDISTURBED 11-111-111-111- I I I I I , � : , i I i I I �, i I ! 1! I � :; I , SUBGRADE — . - I l I ,, I I i: I :1 I I Ii I I I I I t , , ,I', , I . I I it k I I I I I I I , I I 1 1- I I I 1 I I ''M''R''T I I I , 1� �l :�it I t i ,I i i� � It ; I I : I ! I, = I �__ __ I i i l i i� I NOTES: 1 � � ; I I i i I - ir ; I I I : I : 1 '' I � � I � I I I I�", 11 �t I i I i I L 'I I 11 l !,lll 1,��i � L: :, l� I I L I :1 t: I �, ! � , I � J I' I . PALM FRONDS SHALL BE TIED UP UNTIL AFTER PLANTING.TIES SHALL BE REMOVED AS FOLLOWS:WASHINGTON PALM&QUEEN PALM- . I I ,I 11�1 I I 5 I I 1 1 �I � I :: �I � " I 'I, L' I' ' . � I 1 1 I lil V :, 2X BALL DIA. Ill I I I L I I i I I I � i� 1 1 1 I I III , 1, I ; It I:I IMMEDIATELY; SABAL PALMS WHICH ARE NOT'HURRICANE CUT'SHALL REMAIN TIED FOR SIX MONTHS. REMOVE ALL DEAD AND BROKEN FRONDS. I NOTES: 11 I I,, I I .1 . : � � 'I,� 1:t I I I , � I I . I .1 L I 1 ji 1 1 1 1 � 1: i�l �� 1: ,t I _� , T it , , 'I � 1 L ' I IiJ � I :I L' 'L, I NOTES: I I I l !, I :P 1,1" " I �I � �!, � ���.,� Ii�1 i ' 'I I I. I'�i��i: � i ; I NEVER CUT BUD. . 11 I I I I I I A �I,'' � IL I . I I I �:., I I � ,ti� I GROUND COVER PLANTS ARE TO BE SPACED AS INDICATED ON PLANTING PLAN. L I I I � iI 'L ; : I I ,,, I I I I I i , I i . ALL TRUNKS SHALL BE PREPARED PRIOR TO DELIVERY. SABAL AND WASHINGTON PALMS SHALL BE BOOTED OR SHAVED AS SPECIFIED. . � ifl I Z I :, � FINISH GRADE AT BUILDING TO BE 6"BELOW FINISH FLOOR ELEVATION. I I t l It ,I I I, I " � I I I L ,;,I i :, l�� I � I � : 1 . NOTES: , , I I I I I ��� ! � , Ii ., I I L I . , I 11 I f I �::I � I di i I I� I, . i ::I I � (' I , ,1;il! I I I[ � I i I �- , tI�� I i � I , � I ;I� 1 I . I ' I I . I , � ,I . 1;� , , ,,� 1 , I 1, I I Ill! - PLANT SO THAT TOP OF ROOT BALL IS FLUSH WITH FINISHED GRADE. 3"MIN.SPECIFIED PLANTING MIX UNDER AND AROUND-WATER AND TAMP TO AIR POCKETS. I I I t : ,Ili� I I I� :: I I I, 1: " I f � - BED GRADE TO SLOPE AT 3/8"PER FOOT AWAY FROM BUILDING. I , , t I :. I I �' ' ii . I I � � 114 11 t i 1, , � , L, I i !I! I: j, fl �� I � I 11 L it ;�, , i,I I t t - PLANT TOP OF ROOT BALL 2"ABOVE FINISHED GRADE;BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. I - SEE DETAILS AND SPECIFICATIONS FOR PLANTING INSTRUCTIONS. . I I I i � 11 1 � :, 1 ,i� L � [1: 1� �: i� 11 ill� it l I , I �� i I I I � I I I � I 1 � I !I I I I Ill - �i ! � t I I , ,I:; I I � it � � 1 ,i I t : I I � , :� ,� � ; I� �I � I I t : � I 1 4 1. t� � . I i I ! , 2 I I I , I J � i� �� I �it !� 1:, � , I '� I I �t 1� 1 r � I 1, � � i � I I i,;,i �1 I I : .I l�l L I I I . 1 I � l I , I �';1�I . I IIII;r, L t�:it�I I�[�, ' I I !I � I � I ,I L ,r i I I � i i I ��1, :1 ,. I I � I I I ,, ,: �� I 1�1 : ,! ,I I; �! , I i , I I 1 �i I . NEVER NAIL INTO TRUNK. I I I I ; I t It L!'', , � I I I I I I ,I � , SHRUB PLANTING GROUNDCOVER PLANTING 11 t I I ;� �i I t� i � 'it 'll i Ill I 1 : I � I . L � zi I I III , 11 L I i 1 I It l� I I I Ii it — ill "Iti, e i I I ; III 'I . ' i I , I I I I I, I I 1 I, � 1 lL :1 ':'!�: 'L N.T.S. . N.T.S. BED PREPARATION it � ' � � I 1 1 1 iL:l' i, I I i i I I I -i I 1 i 11 I I , , ;Ii� � It � 'I � Ili il I't , , , 1 , � ll:� ,�T: I I � 11, I I I :� L it'! I I � , � I I: il, i � ;,I I I 11 I , , � ; I it I I ; I " I I i L I : ,I L , I I I I il t 0 � � � L I 1, i� I t I I 11 It I I I I I I k I I t, � , . , " I : i 1 1 1 � L : , . I � � � L: I 1 t � 1 t I � � I :I � N.T.S. , , � � � ; t I t � , L� , t, � I 1 ,I 1� , I �I � I I I I I :I! I , I � L I 1 til I III I L � ,�li I , , , i , I 1 I � I I , 1 l 1 - (ALL PALMS EXCLUDING PHOENIX PALMS) I I :, I It � �l, t I I � I I :1 I I � J L � i, I PALM PLANTING . :1 I I 1 1 1, , �I : I i I I I I 1 I, i � ;, I � I I� I L ": �': t ! , ]�, � � I I t I � � I i I!�, t , : i ;� ill I �: I � t t I N.T.S. I I I I t I lit L I I i I I I i 11�, : I I I I I � I � I I i I I I I II I I I I I I , % i : 1 ; I ; i I ;I� I � ! � � � I I I I I 1, I �hi t I I � I 1 1 i i t: I I I I I I z I I � , I i I I I I I � , I I I �1 � i � , I I I t i� I I! : , i I I I I I I I : , 1! !I I I � I I I , I I: I � I I � . I t I i,I I I t I I . i i I I i I I I L � � t 1 , I� 1:I' . l , t : i � I I I i , , I I : I . , �t �� i � I I . I � , i, i I I, I� ,I � �,�.,� � I I I : , 1 I 1 t I I TRUNK LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS �I I I I I' ill I I I 11 ,I : , I . � I I I LANDSCAPE SPECIFICATIONS I I I ,, � I I I I � I I lit'! 1 , ,, I i�� li I � 1 � i I �i I "': , � I I I � i � I I � I I i I I I I I 1i11: I :; 1: I I ; it - 1 1 It 1 l' , I i l ', I t I . W t I ! ��!' 11 , I 1, i 11 I il i I I : I PART I-GENERAL 1. Maintain sodded lawn arew'.including watering,spot weeding,mowing,applications of herbicides, a.Composition: 20 percent nitrogen,10 percent phosphorous,and 10 percent 2.A successful planting shall be defined as the insertion of twelve live sprigs per square foot. � I I I � . , I , 0) I ­ I z I I I it I �ii! � t � 1, 1� z I I� I I "r'! �; I 1 ,5 1 i It:, . I , i � 1 � ! I � z 1.1 GENERAL NOTES fungicides,insecticidos,and re-sceding until a full,uniform stand of grass free of weeds, potassium,by weight. 3.An automatic planting machine shall be used,the machine shall insert live sprigs at one I � I I 1 I j i,, . I �: I I I I I t ", ,4� I I jIl,� i l� . I I ! � � It I � 1 1 � , �I ;,:�� I� �'; I I . I t I I , ,!�l J :': t SPREAD A. The contractor shall comply with all applicable laws,ordinances and codes;obtain required undesirable grass species,disease,and insects is achieved and accepted by the Ownees M.Organic Soil Amendment: Composted pine bark not greater than 3/4 inch in diameter and length. and one half to two inch centers and roll the surface smooth on one pass.A minimum rate 1 5 � , ,, I 1 I i �t� " I , !, I t�l iti I 1 i I � l� I I 1 I �� I 1 1 ; I ll I 1, : I � I , ; I i I t, � . I � 11 I ill 11 11 i I , 1 1 ''It''! . I , permits and inspections;and pay required fees. Acceptable artificially prepared compost materials approved by the Architect or Ownei for sports field shall be 400 bushels/acre and sprigs shall be"cut in"mechanically. " !,�_i i ! � "'; I � I i � : I ::; 1 11 D ' ' , , , ,�t i,, " , l� It � �I Representative. I - i , I N � I U I � I I 1 43 - ! I t] !l, , I ; i 1 4 t i I � 1 fl �j I t 1 � 1 1 . B.It shall be the responsibility of the bidder to visit and inspect the work site to become familiar with rface soil moisture for proper seed germination. Continue daily representative may be used in lieu of composted pine bark. � Il I ii; i I :ll I, T :1 I I I I �11 a. Water daily to maintain ruNquate so 4.1irrigation must begin immediately upon completion of planting and continuously keep the l i , I I , , I I I !� � I , II,I I I t 3' l I , i i I , � � il I - I � � i ,� , : I I I I �� ,dl� ;! I, i : 1; all existing conditions,prior to preparing and.submitting a cost proposal. sprigs and soil moist for a minimum.period of 14 days.When evidence of green foliage and l I I I I I . I � . I , I : ; i I � watering for not less than 30 days. Thereafter apply 1/2"of water twice weekly until �i i: I � I � I I I it I I i I I I I i I !1 I I �t! I I i I I , I I : 1� PI t� 2.3 PLANTING SOIL MIX rooting is visible,irrigation practices may be modified to the soil and plants needs. I I ; � I 1 1 - I i I, ; I I I I I I t:I C.This contract includes famishing and installing landscape materials as described within the -a I � � I I I I I I ,, I I It 11 I ; acceptance and as may be required for a healthy stand of grass, �MIIIIIIIIIIIIIIIIIi l � I'l I I" 1 : �,1, � I ! . I I 1, i � l�,t t, I � ,� 1, ; � . I l I i ! 1 I : b. Repair,rework,and re-sod oil areas that have washed out,are eroded,or do not catch. I I, !I i 1 1 , �i t ! tj I Contract Documents. A.Planting Soil Mix: Shall consist of the following: 5.After planting the sprigs MUST be watered lightly every three to four hours,to avoid I I I 1 I : . I, ! I 1 I i I I I � 1 1 I, , I I � I � I � I �, ,it � I I :�, � ,I I � �I I I I GUYING PLAN . D. The contractor shall provide fine grading as necessary to establish finish grade in all landscape c. Mow sodded areas as soon as lawn top growth reaches a height where now more than a third of the I. 80%Sand.Sand should contain 60 percent or more modiunt and coarse-sized particles and no drying out.This watering schedule must be maintained until the sprigs tack down(about C; a) I 11 i I I : 1 1 Ill ill ... !!! I � I : , I , � � I 1 1 1 � -I ,� t d 1 1 1 I I I :i � I I I I I I,l N.T.S. areas. Fine grading shall include only minor grading to correct random or infrequent grade I leaf blade will be removidl,at any single mowing. Repeat mowing as required to more than 10 percent total of gravel and very coarse(I-to 2-millimeter)particles.The sain may two weeks)then reduced some but sfill kept well irrigated until complete coverage is I . I I I I li I : i i i i � l I I r I l t I EL I 11 I ;I I I I I I I I ; � I 10 irregularities to Ill or less. maintain specified height per,local agricultural extension agency. also contain up to 20 percent of particles in the fine(0.1-to 0.25-millimeter)range with an obtained. Insects such as army worms are the biggest insect threat and can completely I I � I 1, � : I i �I�l: �� I labeled as landscape berming and shown within the landscape plans shall be the E. Contractor shall provide one(1)year milintenance agreement upon Final Acceptance. additional 5 percent or less in the very fine(0.05-to 0.15-millimeter)range. Root-zonesand destroy a stand of immature sprigs overnight,it is the contractors responsibility to monitor l I I t I I � . i I :I t I E. Grading/Berming I I I I I , r � i I � , i it i I It I i , � ,� , [ : , TREE responsibility of the landscape contractor.Landscape contractor shall provide fill and grading for should contain no more than 1 0 percent very fine sand,silt and clay combined. and treat all infestations as may be required. I � it , , �� I i JC: I i t i � � , , ,� � 1 1 1 � � , I I I i 1` 1 1 I� I 1"DIAM.RUBBER HOSE ;� � i � I t I I . I: WRAPPING these areas and coordinate fill requirements with general contractor prior to bidding. 1 6.The stand must be properly fertilized until completely grown in(about 12 weeks in optimum I I I, � V i� � : I 1 I i t I�:� I I I � ; � I ! I . ! 1 I 1.8 REPLACEMENTS AND CONDITIONS 0 U) � . :1 � - � i It I I I � � , I J I 1 ,1, i I i I F. Contractor shall verify all plant quantities shown on plans.Notify landscape architect if any 2. 15%Hadite I I I I r I !i � i I I I <1 A. Promptly remove and replace trees,shrubs,or other plants found to be dead or in unhealthy season-you should do not attempt to sprig past August 1.)Apply I Ib/N/M per week applied I . � I I I I I I i 11 I I w� I i i I I I I � ,, I in(2)1/2 lb appis for 12 weeks.The N source should be 75%WS and 25%WIN in general. I , i, i � I I I I I I discrepancies occur. condition during warranty period. At flake d of the warranty period and upon request in writing, � I ,I � � I I I !I !I ,1 I NEAR TOP& I gn I 'r I I I I � I ill �11 it ! i I a Final Warranty Inspectiorf of the landscape work will be made by the Architect and/or Owner's Test soil and apply lime as needed,then apply a pre-plant"complete"fertilizer,10-10-10 at I 0 I 1 1 1 I 1 : ,I 1! 1 11 I G. All dimensions given under the Plant Schedule shall be the minimum acceptable size. 1-1 3. 5%Sphagation peat. a) I , I � !I 1 i � 11 BOTTOM WITH ill 1 I 1 l t � � I i I 1�it � I � i 'I FLEXIBLE NYLON STRAPPING I i I I I I I I it I I i I representative. 'The Contractof'shall remove and replace all trees,shrubs,plant materials and Topdresg planting soil with I"cocoa mulch after planting. Topilressing with It'organic least 2lb/M which needs to be lightly incorporated into the soil prior to sprigging. I I I I i I : I 1 !I I � l t 1, i� I MATERIAL(3 PER TREE) CORD 1.2 1.2 DEFINITIONS grassed areas found to be dead or in ' ea y con i ion. n y one rep acemen er so , ee, supplement required 2x per year. 7.The contractor shall be responsib e for the planting and grow-in of all sprigged areas.The I I I � I � , I I ;I ,I ! : I 1 :� I ,lrl�' I �I ; X ,�W" ty p riod,except for losses or replacements due to ' -0 1 1 1 1 1 , I i �� ,1 l I , :: I i Ir I I I � � A. Finish Grade: Elevation of finished surface of sod or mulch. shrub or plant)will be required at,iiid or warran grow-in responsibilities shall in-Aude all mowing,fertilization monitoring,watering and any. i ii I I I 1 -1 2.4 PALM PLANTING MIX(All Phoenix palms except Roebelenii) additional activities I I .,: I � � i i I I ( I� � , I . B. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand I I I � I i t I I I � � I :i: I failure to comply with specified requirements. All replacements shall meet the original required to�roduce a weed-free dense turf.The grow-in and I I � I r I � I � I �� J I I I ,� I I I t � 1, , I with stabilized organic soil amendments to produce topsoil or planting soil, specifications and guarantee. A. Planting Mix: Provide sand mix with organic composition per palm suppliers recommendations. maintenance period shall be considered complete when a healthy,well-rooted, � I i I I I �I I i! I , , i �" � 1 �I I I I 3"OF SPECIFIED MULCH Q) W I I � .1 ! I� �I I I 1�� � � I > C. Planting Soil: Native or imported topsoil,manufactured topsoil,or surface soil modified to Submit proposed mix for review. See'Special Conditions'this page for notes relating even-colored,viable lawn has been established,free of weeds,surface irreguLarities and no I I I I � � I � I � �I I I 1, � i I I . EXTENDED BEYOND SAUCER. 1:7 ----------�`71 0 1 �iili I i � I I 1 1 1 ,� I I �i�I, ; become topsoil;mixed with soil amendmei B. After Final Acceptance,the Landscape Contractor will not be responsible for damage to work specifically to the installation of phoenix palms. bare areas greater than 2.5sq.inches/lOsf with no bare area greater than lsq.in.each. The I I 11 11 i � �: I �i , I i I I 1 1 i 1,I Ii i I KEEP MULCH AT LEAST 3"FROM I I J D. Subgrade: Surface or elevation of subsoil remaining after completing excavation,or top surface I I� i I� I I I I I . I %. contractor shall notify the Owner's Representative in writing requesting an inspection I �� I ;I , I I id! � � ­ill� II I � L) ,-: . resulting from:neglect by Owner;damage by others;abnormal we ther conditions such as floods, I . 0. 0 ,, i I I I I I I ,I I ��� 'I ICU) I T , I � . I I TREETRUNK fill,before placing planting soil. I PART3- EXECUTION I 'I I . I I � '�:i I� i, t i � . excessive wind damage,severe freezing or abnormal rains;or othl activities or acts of God i, I I I I 1, I I � '� I : \.- a X of a fill or back within 48 hours to determine final acceptance of all the sprigged areas. I i !:: 1I y - 3.1 EXTERIOR PLANTING I I i i 11, , I 1 1 � II,�' I I : I 1 11.�I l � I I - I ill I LL Z I E."Final Acceptance"shall mean that point in time when all requirements of project drawings are beyond the Landscape Contractoes control. I G.Planting Bed Mulching: -1, I I I� I 1 1 i � li� l'I 11 ,I I i, , il �� l I I i I I l I � :3 completed,including any punch-list items,to the satisfaction of the customer.The awarded - Prior to installing any plant materials,the landscape contractor shall perform drainage testing 1. Apply pre-emergent herbicide to plan,,beds after planting to reduce weed growth. g 0 I I � I I I i I i I r 'I 1,I'I I I I I 1 i,I �' !IIL � �, to � 1! I I 1, I I I 1 i i ,� I � 1 1 11 ,lil � � I �,. I r, 0 X * I !Ai � I I I I I I�, ; \ 0- �_ bidder shall be notified in writing of final acceptance by'(� 6r or owner's representative. excavations,a minimum of 250fit on center throughout the planted areas;excavations shall be a , I I � 11, �;�� I It 'I r I I ,I� i ­..� .,., 0) 1.9 FINAL INSPECTION AND ACCEPTANCE 2.Mulch backfilled surfaces of planting beds and other areas indicated. Apply mulch,and finish i � t - (e. 11� 1: ,I I 'I, � I: I I I I I- " I F."Warranty Period"shall begin when plant material is installed and continue for a twelve-(12) ' 1. Final Warranty inspection: When landscape work is completed,including maintenance, level with adjacent finish grades. Do illot place mulch within 3 inches of any plant stems. ::11 , t I minimum of 12"dis.and 12"deeper than the largest proposed plant rootball. All excavations I lf�, � i : � , I I 1 1 � I ct 0 � I ! I 1 ::14"; �! � � i � � I , l i i - - r r shall be filled with water to finished grade,then monitored to verify all excavations have H.Protect exterior plants from damage due t` I k I !� , ] � � I ��i , t , �_:, i�: �',' 1�I� I:1''i� I'l i�, 4 - . _. month period after notification of Final Acceptance. I . 1� . Architect will,upon is written request,make an inspection to determine acceptability. Notify In landscape operations,operations by other contractors and t � I , M I I I .1.... I I G."Final Warranty Inspection"shall occur at the end of the twelve-(I 2)month warranty period. the Owner within 10 days of the anticipated meeting. during installation and maintenance periods.Treat, � I 1 l � , 1 , � I I � ._47. I I, � � 1 1�I!�! i� I, I ,,,� I I' �i , ...-I.... - I I . " trades,and others. Maintain protecti U) i I i I � I i ��1 I I I ......".... 1, � � . completely drained within a 3 hour period. The landscape contractor shall notify the landscape I l I � tI ...._... -1 �-� I i ,I � ,I I ,I,P , I . - t. � I� I. I I � planting. � � ...... . I 1-1 , I I � .. � -�3 i Corrective actions may be required,such as but not limited to over-excavation to break I � ,I ," , � I I 1 1.3 SUBMITTALS 11 - . - --When in*cted landscape work does not comply with requirements,replace rejected work 1. Remove surplus soil and waste material,'including excess subsoil,unsuitable soil,trash,and debris, � 1% I I'I I I, � I, I I �I � , I --- ;� I I I , Z ­­ ; . �, , , i, I t I I ,I. Itt I, 11 I ,it t . l , 1 , E � I 3-2"x2"x3ii PRESSURE TREATED A. Product Data: For each type of product indicated. ,�,k,,, ��'.- , .. sub-surface soil conditions whlch shall be the contractor's responsibility and shall be considered -!i� i , 1 'I; � , I I , I Ell I .............. - -I I . . �and continue spcei 10 n Ili I � � i �, I �ll l" II I I I 1, -1 I I= architect of any excavations which fall this test,prior to proceeding with any plant Installations. repair,or replace damaged exterior I ", ;� j, l,fI I I ,t . , � I I - .... - � 11 � I ,�, ; o - �... i, l It x � 'I; I I Ii , ,I � 1 , � .�..., III mainteriand until reinspected by Architect and found to be acceptable. and legally dispose of them off Ownees property. �� i � I i I I I - I I I I ll� I I I I� I I : � � I ,I,�,1 ,,I", - I +1 �: � � . I , I,�i�ij, I! -46TCH TO HOLD NYLON Remove rij�cctcd[illini!§and materials promptly from project site. _. additional work- Contractor shall seek and obtain owner's approval prior to proceeding. I,, l I I 1 , l I I t I , I i� III r I, i,Ihil! ! �1 , ,i� !, , �l i id, r I �i I, , 1 !i : t I I '' , �i, 11�1 ; �l = 11 = -_ STAKES EL Samples: Pine Bark(mini-nuggets). I i I I 'll , � � I I " .1 I I I : ! � j.i ! , � I I,, I I ;, 11 I - -11 � I .1 :,1, � i I Id r I I I� =1 I 11=1 I 1=1 I I C �­:I � I I It I : I V 11 � I� .1 i ;II; � � i I i! I� � I I ,i� I ,1 1 i 11 � I . I I �,l d � I i I I; I � ��; t I � ', I - I i i t� , , 1,11I t ! i � � I ,��! ,,I, I � � I � I I I, , I I l I ill �, ; . 1: � �� , N � . � : i � � ? I , 1 I� ii t I.I I !I I i i I l N I i t III��' .1 I l I I, I... I :� Pi I I : �; . I I i I . � � I ��' ,, �i�l�I I I . 1 i I I I � - I � �0 l I I 11 I i I :� t I ,� �i 1 I 1 I I `11i �� J J ��i� !:, I ili I � t�1' I I " I I I I i , I I i",I�I I i�I ! I 10", , I I . I I PI:i Z I I t i � I I 1'i I I REMOVE TOP 113 OF BURLAP FROM shall include a fertility test with the pill factor and the percentage of organic matter and a healthy,well-rooted even colored,Iii is established,free of weeds,open joints and bare areas. p astic o c ayey so con ition w o es not a ow, or proper a nage,t en a system o I ; t t I I I � I � !i , ,�" ! I I a � 0 � - I I 'Ill I it I i; I I 1 l � ,1 t t I I :I . I I F�, I I I . � � underdraining,turf drain or some ther means of releasing underground standing water must be k I Li I 11 t j I ':t 11 I I � I � 111 I � i� I I . I . :,I I I I L Ili i� I . I A i I 1 1 1 I , i � T I� I � � i . L I- , I . I ..J i r I �l l � i 1, 2X BALL DIA. 41 I incorporated under the direction of the Landscape Architect and Owner. i I Ii A I Ii! , . BALL I suitability analysis. The suitability analysis will include percolation tests and evaluation of I 11 I �� I l I It : :I � � III I I' I - � i� I I i I I I I t I . I I soil composition to determine the soil's suitability to sustain healthy landscape plantings. PART 2- PRODUCTS I . V I �. I 1. � � i t P I�1 I ! I I �. I � 1 � . UNDISTURBED SUBGRADE 1. I I [,� i I 11 11 . I I I I I I *1 -- � _� . I . '�� I I 1� I � , , �: I ! - i , � Submit written recommendations for soil suitability and all necessary soil amendments, 2.1 EXTERIORPLANTS ` � 1 I I � � I I� � I I I ' , I I , I � I I ! l � � I . '4 - I I " � : i � I ; � _k es and shrubs comply A.Bed Establishment: . , I� I l I I I I I � I � 11 ; i I � . fertilizer and chemical conditioner application rates for soil preparation,planting soil mixture, A.Tree and Shrub Material town tre ing witil Provide � I I � I I I ; :11 I � :1 i : Furnish nursery-9 . � � �I � � f i l, V I 1 1 ,: � I I 1 � I �1 ,I , 11 1 I and a post maintenance fertilization program. Submit recommendations to bring the soil to a well-shaped,fully bmuchcd,healthy,Vigo I arvaii and �1. ingo ant g eds all plant rig beds shall be 6 inches below adjacent structures and slope . I I , . � I I 4 I :1,; � I i rous at free of disease,insects,eggs,I I I I ; �I I , , i I , � I I I �� I ,I : I I 11 I away from existing structures per the Florida Building Code. Verify this condition with general � � 2 I i I I I I : I � i I I I ,1 I �1, ! ,� [I 1 1 1 11 ., � ,, I i ''! I I I, I I i 'i - I I � I i k pH rating between 5.5 to 6.5 and to supply necessary nutrients to satisfactory levels for defects such as knots,suit scald,injuries,abrasions,'and disfigurement. . I . I �� I� �� � l !I I iit I �'i I I � i I I 1 l : � I I I , I! . I I , , � �, i�, I 1 � � I �I I �l "I 1: 311112 - I � I II�I l 1. I � � i i �I r I .111" I :,it 12"MIN.SPE 11i 121 Aii . contractor prior to beginning work. Parking lot islands shall slope at 3%from center of island to � � I I 11 I I I I i . !I planting and sustaining vigorous plant growth. Submit a copy of soil tests with suitability B.Ground Cover: Provide gtound cover of species indicated,established and well rooted in li or. � i::::� 1i I . . I i , ,� I I . I . , 1 ,, f;l � ��I I I I I :, t, ill �� , ;I�,� 11 �i ��, , , I i . I , , i,� t, It & . curb.Toe of slope on all beds shall finish at 2 inches below sidewalks,curbs or other hard edging � � � t[' . I: t i I 1 � � , 1 I i, �: I� : I 1� , I I i, I I���, I I I� similar containers,and coliflPlYing with IAC. � ,, - tl� I i , MIXALLAROUND. analysis and recommendations to architect prior to any planting. I 41 I, ,� 1 , I 1 : It , It , 11 I� ! I � � I 1, I I I I ! ii ,I I to allow for mulch thickness. I �, t i� I I ! I I I l� ; �E�i� � . -free plants of species and variety shown or listed. Provide only , I �: I � t� I r � i, i TAMP TO REK Oi­TOP OF ROOT BALL 2"ABOVE FINISHED GRADE. G. Manufacturces Data:Include physical characteristics,application and installation instructions, C.Annuals: Provide healthy,disease I 1, , I � ,it I � f !I 1 I i I I' i I 1 I I �r i I I I I t I I ��,J� � '. I � I I I I I I i� I � 'It , � 1 2. The Contractor shall insure adequate vertical drainage in all plant beds and planters. If � � I I, I ,� i I I I � � and recommendations to be utilized. plants that are acclimated to outdoor conditions before delivery and that are in bud but not yet in I ,I :I I� I I I i i I , I ! POCKETS I i i I , I� , � : I ! 1 I! ,, i I- I I. t I I I t ;�� � � inadequate vertical drainage is encountered,the Contractor shall submit recommendations for I i l, � I ! :i I I I � t I I I . BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. a. Fertilizer. bloom. i 11 ill I :�,,, I � I � � , i r�l I providing adequate drainage to the Owners's representative. I I I 1;. I � I _� � I I I i , b. Each soil amendment used. D.Perennials: Provide healft field-grown plants from a commercial nursery,of species and variety I ,I 2 t � I , I 1 , A I I i - I I I � �f 3. Loosen subgrade of planting beds to a minimum depth of 6 inches. -1 � I I . I I i . I I ;t t I I I , ,Z . - STAKE ABOVE FIRST STRONG BRANCHES AND AS NECESSARY FOR FIRM SUPPORT. c. 'Herbicide. shown or listed. I i :1 � I I :h i . . . 11 i I i I ! � � I ,��J I 1 : I �� ; I I t � I ; I i I, � I I I i d. Super absorbant. E. Sod: Sod shall be as nil on the plans. Where shown on the plans,grass for sodding shall be 4. Remove existing sod,roots,limerock,concrete,and other construction debris from plant pits and I , I! !I t I �� I I I I I �� � I I I I i I I I i ! from the top 12 inches of soil in all planting beds,and lawn areas. Replace with topsoil. ! 1 1 1 t I l I F I � I t : I i, I I i !l I 'i i I e. Pre-emergent herbicide. freshly cut in pads(or rolls with prior approval). It shall be derived from an area having a soil type l I ; It i i r 1 t �! � I I I ll�I I , I 1 l I I 1, I I I l 1, J Ill lil;l � I �� I I 1 5. For planting beds and lawns,mix planting soil mixture either prior to planting or apply on surface I I 1 0 i� A i I 1 I I --- - � H. Date Palm Planting Mix. similar to the soil on which it is to be laid. It shall be healthy,free of weeds and insects including I I `� I I I !l i� I , - - � ''I I , ll!� t 'It I I ; I i 11 I I �� � i � of topsoil and mix thoroughly before planting. � � � . � 1 : � I Ill 1 � t,i � il , 11� 1. Written plant guarantee. ground pearls and spittle bugs,in naturally green condition,and shall have an abundance of roots 1 ,� ,,, I ��� J ; I��. . I I I it , I � � I I I I Ill t I 'I� I i I � ; I I i� A . . prea p sorting set mix to a ep o t not t an require to meet ims es � I i_�, ,. I I � � �i 1,I , I I I " , f _1 , � I i I I J. Prior to delivery of plants,the contractor shall provide the owner or ownees representative contained within a mat of topsoil derived in the harvesting process from the area where grown. s �I� �� I I I ,:�!t I I i� �q I - SINGLE TRUNK lac , ,� I I it li�, � I � . 1, �il� i ,i�1; I , I ;, i liil I I I I I � I l, I I I I , ; it ; TREE PLANTING with photos of all specified trees and plant materials to be used on the project. Brown,dry,irregularly smooth,and/or unfiresh sod will be rejected. after natural settl ment. Do not spread if planting soil or subgrade is frozen,muddy,or 4 ,It l�, I l � I 11 I � ii i: I � � 11 , I i ,o !i I �'l 1! excessively wet. I I I ;1 , I !;: ill, I, : ; I I i t "I I'l I t I I i I 4 : I � I , I r',� � . I ; �i� i I I I W, , ,i I I ,1 Ill tt i � 1, II F. Seed-get from dave/paul 7. Finish Grading: Grade planting beds to a smooth,uniform surface plane with loose,uniformly .1 I i I I� " . !�� lo� ,! E,I I I I I � l[�,, � I�" ,]�i,�� �� 1� , i I 1.4 QUALITY ASSURANCE G. Sprigging: Sprigs shall bc certified as to genetic purity,free of pests and disease,delivered in a t I I I I I , : !�:i �k� l I- � � it 4. I , i,�_, . I 1,r, i I 1 3 1 1 -time fine texture. Roll and rake,remove ridges,and fill depressions to meet finish grades. I - Ai I �I I I �t Ii 1 :�i,:� I l I i i I 11 I I I': � ,, I l , L 1�,I Ill 11 � I" l lit I � I �I � A. Installer Qualifications: A qualified landscape installer who maintains an experienced full timely fashion and consist of stems,leaves and stolons.The sprigs shall come from a certified � : 1 I I I 1 �1 i � t I , � � I , I I 1 1 I , i I I � , I : - I 1, 11 I I I I I � ;I i I Z, :I I i , 'I It i :� i I , � , supervisor on Project site when exterior planting is in progress. supplier,approved by the Owner's Representative.After being harvested,the sprigs will be �� I I 11 , � I It: I , , - I � 1 , I I I . � : I , ll� I - 1, I I IB. Trees and Shrubs: -1 i I I 1:�: 't � I , I, . � I t :I I ,4 1 � l I ] I � I I I L I I I:! I 1 , ! 'L _� -es ing laboratory. 1. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center � I t�I��i � :il I I 1:� , , ii ,1 :I 1� I I I i B. Topsoil and planting Analysis: Famish soil analysis by a qualified soil It t delivered to the planting site within 24 hours.The stock shall contain no weeds,soil,or other debris I '� i I ilt 1� �I �l !:I I t I :, I I !� A I I I , ��� , I k .1 I I �. ,� I ,It 1 Ili I . I i : �1-, I,fl � I � I ,1 i I 1 area raised slightly to support root ball and assist in drainage. Do not further disturb base. .I 11 I i I I l � ! , I I I I I � � 1 � I onomic Testing and shall not be dried out at the time of planting. t, P I I li� i I I I ill 1: � ,I 4 1 I Topsoil and planting soil shall be from existing soil on site augmented per Agr I I III ,��1, , I ,I � i� 1 'I i , I � l I i I I i 1 � I it: t i 11 ! I � , � 1l; I , Scarify sides of plant pit smeared or smoothed during excavation. I, , i ,, !II I 11 I : C. Provide quality,size,genus,species,and variety of exterior plants indicated,complying with The sprigs shall be harvesited to facilitate separation and distribution.Sprigs shall average four to six 2. Set trees and shrubs plumb and in center of pit or trench with top of root ball 2 inches above I 1I i , : , � I recommendations. I � � 1�,I i� t I I % � , � I I I I , I i I 1:11 I...� , � I I � � I I 'll: !1 t l � I I I i I I � ,I I I i I i I I finish grades, - I � I I I I t : I i I I : i .1 I I I 1� I � I I I I � � 1 � I i � -to I l�, t 11 I I I ficable requirements in ANSI Z60.1,"American Standard for Nursery Stock." Provide trees, inches in length and carry at least four nodes.The sprigs shall be planted within twenty or hours il, I I I I I . I app I t i 1 r. I I a. Container Grown: Carefully remove root ball from container without damaging root ball or �, � !:1, .1 I i� I it , I[ I I i I I � palms and shrubs complying with"Florida Number li or better classification in"Grades and after their removal from the turf bed nursery.It shall be the contractors responsibility to protect the ,� It 1 1 i , I I � I I " �I ,� , l� i� I I 1, I �t i l I i zii 11 I 11'' v I I , , I l � ,7 1 It � I 1 I I : I I i I 11 i�l I: I i�I I I I � plant. l It 11 I I , � i,, I I i I Standards for Nursery Plants,"latest edition,published by Florida Department of Agriculture, stolons,keeping them moist and out of the sunlight during the planting operation. J STATE OF FLORIDA: LA 1260 1 i � I I I l I I l I ; I �I �- 1; li,� � � I I l "Grades and Standards . are root pa ms:Do not use p anting stoc I root a is crac c or ro on ore or uring I I ,l�� I . � it I I Ill i : I 7 I I i � � I I I l�� �� I �,I�� ,�%, 1, � , � i t t , �� i I Division of Plant Industry,Gainesville,Florida. All plants not listed in THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY I I i ; ,I 11 i� , ,l, I �,i It I I :� I . planting operation. _14 I I � , , 1� ; I I, t 0� � 1,I,- I� � I � �� I 19 'I � i I for Nursery Plants,"published by Division of Plant Industry shall conform to Florida Fancy 2.2 PLANTING MATERIALS �11 1,BURII 11 ASSOCIATES INC.AND IT SHALL NEVER BE REPRODUCED I , � �, I. � I I I I I I I I I I , ! I I I I ''I i P 1�11 it ,I:',I,:,, !I! I �i I I I[ � l , I I I t � I I I I� 1 � t I " c. Place planting soil mix around root ball in layers,tamping to settle mix and eliminate voids and I I I, Ili , 'I. I t . I I I I I ill il, � I I ) I I �i !I . i 1 1 :� 1 I ; nless otherwise noted. A.Topsoil: ASTM D 5268,pH range of 5.5 to 7,a minimum of 6 percent organic material content; 6 I WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF l I . I Z I I I i I u I I I i 1;;I : � I I P I : :I I air pockets. When pit is approximately one-half backfilled,water thoroughly before placing i I Ili I I I 1. I � � I ,i i , D. Preinstallation Conference: Conduct conference at Project site. free of stones I inch or larger in any dimension and other extraneous materials harmful to plant B.BURKE&ASSOCIATES INC. I I I 11 I I I � I�, I . . I I I I 1: � I I� P acing an tamping ma ayer o p anting so in . After planting,remove excess soil and rake I� a . I I I i ,I � ,I . : I I I ii, I �I I � 1. If a plant is found to be unavailable,submit proof of non-availability and a proposal 1. Topsoil Source: Reuse or amend existing subgrade material stockpiled on-site and supplement with % � I I I I I �il, " 'I, li t � " , . I I I " I � , I remainder of backfill. Repeat watering until no more water is absorbed. Water again after I I � I , I I , ,I % , i! I�� 1 4 I : , I I i R �I 11: E. Substitutions: growth. - I , I I i� I I I I I : I i , 7, � ICS ,"111, - I , 1:1 1% � I i �� ! , � , ; I I I � t i " 1 l I I 1� ,. 1 1 I I I It, 1� , , !i I 1 � �I : , � . I I I i : � I � � I i I I , :1 ,; I � , I i I I I l I I I I : i t I I I I , 'i I I I I I I : I I "I � , '� 'om off plant beds to a s cloth even surface conforming to required finish grades. 4 : , I ,� i : � for use of equivalent material. When authorized,adjustment of contract amount will be imported or manufactured topsoil,a -site sources when quantities are insufficient. ;i I I I I I I , I 11 l; 4 l ;� , 1 1 i I I I t I�� I err" I DRAWN BY: CN , I i I I :I i�I i I ! :d � I I i Verify suitability of stockpiled surface soil to produce topsoil with agronomic testing. Soil plants are installed fertilize per specifications. i I I � i 1 1 1 ; I I , ! it � 1 , �I I �It I � I r made. No substitutions will otherwise be allowed. d. All S i 1 i I I� 1 I i "t I I t , I - I, , [' � I "� . i I � I 3. Planting Soil Mixtures: 11. I I � I I � I I I ;1, ,I! , � , . � F. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site before testing agency shall supply recommendations for soil amendments. tl I I I I I ,I 1 1 t, I I Iii! !I 111 I i ll I I I i� J ,; � .1 i a. Groundcover Beds:Apply uniformly 2"of organic soil amendment to all groundcover CHECKED BY: BB I I I �� I I I . 11 1: I � 'i i � I 11 , i , i � , ��f, ., I � I �; I I Architect retains the right to further inspect trees and shrubs for size and condition of balls and agronomic testing report) beds and incorporated into top 6"of soil. ill !:t , l!� ! � I :7 1 I : I I i i I planting,for compliance with requirements for genus,species,variety,size and quality. B.Soil Amendments:(the following are approved amendment items to use in conjunction with i I i I :i i i I I I I I I I ,I i i 3 I ; t[ 1 1 1 t � I , I, 11 � � , � i ]�, I it i, I I I I i b. Tree and Shrub Pits:Incorporate organic soil amendment into soil excavated from pits to A I I ,'� t I I I � I I, 11i�!: t ,� I i � I! I .- root systems,insects,injuries and latent defects,and to reject unsatisfactory or defective material A.Lime:Natural dolomitic Ifittesitione containing not less than 85 percent of total carbonates with a �� . �� I I, , i :t- 1 i ! I I � I I I � �, , I I 1,; I I I I I , I I 1,: � t 1 4 achieve a mix of 1/3 amendment to 2/3 soil.Also,to tree pits in non-irrigated areas, t I �, I I 1 �I I I I 11, I , ,I r' I , �� at any time during progress of work. Remove rejected trees and/or shrubs immediately from minimum of 30 percent itinignesium carbonates,ground so that not less than 90 percent passes a A I � � I '!1 J, " . IT� I I I, , � I I � I I i� � . -1 ) I, .� Ii I I ,� � t , "1) I ii;l 11 h , �it �i�' , , ,'' ,;t I I!; I I - REINF.BLACK RUBBER HOSE incorporate super absorbent at manufacturers recornmended rates. I I I I I I I "I I !I I I 1 1 I I � I'll, � I ,I1,1111 , ,I i,: " I I I, I .1 project site. The Architect's preliminary inspection is not to be construed as acceptance until 10-mesh sieve and not less than 50 percent passes a 100-mesh sieve. � i I I I I I , I I I I I I I� 11 I I I I 11 I � it 4,,�,I I I I ,!;, 0� i I I I I ,� I I 01 I I :1, 4. Apply pre-emergent herbicide in accordance with Manufacturees recommendations to all tree, � I I I, , 0 �f ii I 1 4 i , , II, such time as a Final Acceptance Inspection is received. It is the Contractors responsibility to B.Aluminum Sulfate:Commercial grade. i � I I I � I I - I I I i !; % - .:I I I I�t�, �! I I t ill i i ` . ,� , % I � I I - I I I I I I I 11 I I . t 'I i , 1, 1, 11 �; shrub and groundcover beds within 4 days after planting completion and prior to mulching. I I � I 1 ��,, I I I �I i:,�, I i I �i � , . MULCH li MIN.) FLEXIBLE NYLON STRAPPING MATERIAL(3 PER ensure compliance with the Contract requirements. C.Peat Humus:Finely divided peat,so completely decomposed and free of fibers that its biological I � I ,I'll � 1;l I � i i� �I I I � lii2, � � I i 1 1 1� !�c I, , � I, �� I �, I ":l� �1 I I l I i I i I � I I I i 17 � � I i t Prior to pre-emergent herbicide application,remove all weeds from beds. I 1, I ; I I I I � i , � I I I :- I I,Or � I ,kli i I I , � [I I � I : i � . I identity is lost. Provide in granular form,free of hard lumps and with pH range suitable for " I ,I,I , � I I I I I, 1; i �jj:!�� �i 1 i � KEEP MIN.3"AWAY TREi SHALL BE TIED TO THE SAME _5i PLOT DATE: Aug. 10, 2013 i I I [ I , '-�! I I 4, i, � , �, t : 1 1 � I , 1 t t, �1-I : I I , III 1 5. Organic Mulching: Apply 3 inch average thickness of organic mulch extending 12 inches If I� �4 � t " I I"I I! I I 1� � 1.5 DELIVERY,STORAGE,AND HANDLING . intended use or Florida Muck with a texture and pH range suited for the intended use. Florida I I I i�, �i I 1 1 1 1, 1��, �'i i� �, ; I I' I i� I il 'I FROM TRUNK LEADER ��� I I 1 , It i � �I ,.ill 1;�'I, I it I � . t I beyond edge of planting pit or trench. Do not place mulch within 3 inches of any tree trunks. 1 it It ,� I� ; I i I � !, i� � ,, 1 ,,,, I I A. Prior to material being shipped from grower,Owner or Owners Representative shall retain the right Muck shall be delivered lit a non-muddy state,reasonably free of clay,roots and litter and other III I I I i ,: :11; I I I I ­ li�,,� 14!�� I;:I11!! � I I . � I I �i!l l !'I 1 :� I � ,i I I I : REVISIONS � I l I I � I I " , ; I P, I ;� TEMPORARY to tag and/or inspect the material on-site or through the submission of photographs. Refer to the extraneous or toxic matter harmful to plant growth. Florida Muck shall be subject to approval by 6. Tree and Shrub Pruning: Prune,thin,and shape trees and shrubs according to standard . I 1� I It! � ,, � t,� I �, , I I, : I �it � , , i : !r' I I I � I I i : I t t l� �,­� 1� I � li; I ii, 1, 1� , .:� i I it 2"x 4"x 30"WOOD STAKE-(STAKE I . I I � I I I . , 'i�i �� � I I I,,, � s , I horticultural practice. Prune trees to retain required height and spread, Do not cut tree leaders; 1, I� � ," I, � ` 1 I I 11 master plant list for specific plants requiring on-site tagging/inspection.These are the minimum the Owner. I I I �I 1 it � I i I i I I I EARTH SAUCER I I ", I ; � �I', , � I � 4 1 l� t SHALL BE BURIED AS TO ELIMINATE 1 Permit Dec. 18, 2013 I , i �I i � �1� 1 , ;i , ,I I I , I t,� I t , R i, �':! !, t �i I remove only injured or dead branches from flowerfirig trees. Prune shrubs to retain natural I I I I � I : I I ,� i I required plants,others may require inspection. D.Bonemeal:Commercial,raw,finely ground;4 percent nitrogen and 20 percent phosphoric acid. 1! I �' I I i I �: i t I , 1 , j:� l I I � �I _� I I I t i I t 1 r li, I i : I I � i", 1'' 1, I . Ill 11 � �I � I I I, I i I i �i ll , 1 : I 19i � I I I I i I ;l TRIPPING HAZARD) B. Do not prune trees and shrubs before delivery. Protect bark,branches,and root systems from E.Superphosphate:Soluble mixture of treated minerals;20 percent available phosphoric acid. character. � �I ! I I l I I, I I I i - , I I , I I I I! I� ]I � It I I I, I ! I t I ;I i l�,il,i I i I sun scald,drying,sweating,whipping,and other handling and tying damage. Do not bend or F.Sand:Clean,washed builder's sand,free of toxic materials,free of salt,weeds,sticks and other 7. The Contractor shall be responsible for stability and plumb condicitions of all trees and shrubs, l � i I I I l ! t � i�I I I I I� � ! 11, � I �;I � I � �i! :,�, 1 �t,I , I� I �, I 1� I � I I I c , 1 I � �I - f t I I I I 3. I , , I i l I bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective debris. Sand shall conforni to ASTM C3 for five aggregates. and shall be legally liable for any damage caused by instability of any plant materials. Staking I 1! � ; i I 1 1 1 i .� I I I I ,, t I I , , i I I I I !I I I : I � I I covering of exterior plants during delivery. Do not drop exterior plants during delivery. 0.Perlite:Conforming to National Bureau of Standards PS 23. of trees or shrubs shall be in accordance with plans and specifications. � . I I I I� I 1 1 i , , I I I I . 1 � i ,; I , 1 1 � � � I il I I , , , �! 1; I: - It 11 11 , I I . , C. Sod: I ,I il, ;:I i k I � , t A , I � I i ���� I I I �";, �,! �� , I 1 � COMPACTED . � - __ EXISTING GRADE C. Delive terior plants after preparations for planting have been completed and install H,Vermiculite:Horticultural grade,free of toxic substances. I , I I jil I" 11 I I � i . . I I :k i� ;, �, I I I I ex . I I I �I I, ,i It � I : i I i: , I I � - . I , ill�, I., I 11 .,,�I I I!I i : :: III �f t ''i 1��-� �i i I I : � � 1 PLANTING MIX ': '..: IF immediately. If planting is delayed more than six hours after delivery,set exterior plants trees 1. Sawdust:Rotted sawdust,free of chips,stones,sticks,soil,or toxic substances and with 7.5 pounds I, Where required on the plans,the topsoil to receive grass sod shall be uniformly graded and . i I i, I i I� I I i I �� I I PER in shade,protect from weather and mechanical damage,and keep roots moist. moistened by sprinkling before sod is laid. Sod shall be laid end-to-end and side-to-side to form � - ­ � A'' . �, � � : ", I i : !i - of nitrogen uniformly mixed into each cubic yard of sawdust. I . I I 11 I li �li� "'., l I I I . I ; i I: , I .. - J. Manure:Well rotted,unleached stable or cattle manure containing not more than 25 percent by a uniform layer of unbroken,ungapped turf, All uneven edges shall be squarely trimmed to � � I I i � , I �; I � . ­" I . . . � I ! I 1, l I,,­:.% . I... i ...... , : I l: I i I I ,I I I I t SPECIFICATIONS, lz I I I I i I i'� , � 11 . . level � , I I !,,� ,, I it I : i i:,�i,I; I i '! I allow close and firra fitting of each piece. All gaps or spaces shall be filled to a smooth I t � ; 1 I� , I! I I � I !;I� I �I � � - ..: � .6 WARRANTY volume of straw,sawdust,or other bedding materials and containing no chemicals or ingredients I I I I i 1.1 II I :''� 4 1 �i j i,�i, I TYP. i � � I , t j� , ,;Il� , , I ,[ :J 1,� 1 I i I It;Hl 1 t! I ,: REMOVE TOP 1/3 OF A. Warranty: Warrant the following exterior plants,for the warranty period indicated,against harmful to plants. with topsoil as specified herein. Edges shall be"heeled-in"and finished smoothly without i � . I I It � � . 1;1 ! � i I , i I , - " ,�I I � I Ii �1 1 It 11 I �, � I I t 1� I � I t I I I I " I t�� I !'I I ,� , I I i I BURLAP,TYP. I � I 1 i 'I ,, I I, [" �Ili i defects including death and unsatisfactory growth,except for defects resulting from lack of uneven exposure,Place sod with staggered joints closely butted,tamped or rolled to an even � I I � 1� I I I ii , I 1 ii �,�� !�, l� �14 . � K.Mulch:Organic mulch shall be uniform in size,shape,texture and free from deleterious materials I I : l: , , , ,, , ,� - � I t t,[�i�It I, , I i I I � i;Ill IP, I I -it l''� L 1 14 i I - I , � � I . l I, t !I ''L, ; 1, ; �� , I 1�it��i :Ir i , surface to the required finished grade. Avoid continuous seam along line of water flow in - I I I I� ,: � il� � � i �i I ! � � j I I I � I I�� I adequate maintenance,neglect,or abuse by Owner,or incidents that are beyond Contractor's and suitable for top dressing of trees,shrubs,or plants and consisting of one of the following: ; I I I ! ,It 1:11 I I I , I :t t",�Ii I�IL� t" , I I , I fi� it, I I I control. 1. Cocoa shell mulch,clean,and free from weeds,moss,sticks and other debris. . i I . I � I 11 �, I � it 4 I, !I�� I , Ji I I I I swides. Place sod in rows at right angles to slope. Peg sod on slopes greater than 3:1. I � ,; ti � I I ,� , � 1 ,- III "i I , I � I � ,I I,�I 11, I 1 ;, , 11 1 r I I EXISTING SUGBGRADE . ) I I I I i ! � !I� I� i� � l 1 - � I , ; � I I� � [ I ,I 1, � �� 1. Warranty Period for Trees and Shrubs! One year from date of Final Acceptance. L. Fertilizer: 2. After sodding is completed,the entire sodded areas shall be generously watered each day for two � ii; i I I 1 1 , I :� I ,I ,1� �� �� I , I Ili l [ . over and Sod: One year from date of Final Acceptance. 1.Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, weeks and as may be required to provide a healthy growing condition. Watering shall be . 71 I 11 i''I I iv �I: .! i �I 1i� �� I i� ,I , I � ��, I I i I',It� 'Ili�' , . Warranty Period for Ground C 1, I i l i I �tl 1 � ill ll I , I �, ,;1 I I'!, ,i i I F M31 2. - � I � I I ; ,, , I I I I � 11 I I 1: I I I � � � � monitored by the Contractor to prevent over or under watering which stresses the sod. �t ; I 0 it,, I 1 1 ,� ! I I I I I I , consisting of fast-and slow-release nitrogen,50 percent derived from natural 14 � i �L � i, I 11 I it i , �� � ;! I' I I 1 1 � . � � , � �I , I i 11' I ,! 2X 1.7 MAINTENANCE organic sources of area formaldehyde,phosphorous,and potassium in the following I I�, i I I I I i I ;1 , I I I - I I I� D. Seed: I I I I . I .1 I _: I: �o 1 I l � �!! ,�I I I . . � i I I i i I I i � I � I I I � I T ' , I i :I J I � � ,i : I I � 1, I � � � A. Trees and Shrubs: Maintain until final acceptance by pruning,cultivating,watering,weeding, composition: 1. Seed: All seed shall be furnished from an established seed dealer or certified seed grower; I I� I l�;, I I I I [' l�i. il I I I I fertilizing,restoring planting saucers,tightening and repairing stakes and guy supports,and a.Composition: I lb/1000 sq.ft.of actual nitrogen,4 percent phosphorous, shall meet the requirements of the Florida Department of Agriculture regulations;and shall be . I " I � I I � I I I I � 11 I : I , " � I I I I I ,I I t I i I � �I !� I� lI , I ,t i I'T I 1 I ! �1 t I I i 111 ,�� I 11 NOTES: resetting to proper grades or vertical position,as required to establish healthy,viable plantings. and 2 percent potassium,by weight. labeled in.accordance therewith. Seed shall be free of noxious weeds. I Ii I I 1, I i � : � I 1 i : : 1 �i , SCALE: No Scale :� i I I I 'Al1 f i I i ,I�ill 31 11 � 1 1 � [ii, � I i I I 1. 1 1 , Spray as required to keep trees and shrubs free of insects and disease. - c . I go p rce . I I l, � � 11, �� � � I t � I 'i 1 I � I I I :1 I I I I . ow Ii I ,I ; � I � i 1. Dig holes large enough to allow spreading of roots,and backfill with planting soil. m 1 � I , I I I I I I I . PLANT TOP OF ROOT BALL 2"ABOVE FINISHED GRADE. B. Ground Cover and Plants: Maintain until final acceptance by watering,weeding,fertilizing,and water-irsoluble nitrogen,phosphorus,and potassium in e following composition: I I l I ,� !, �I � I I [ � � t I to I � I I i I ,J I I I I I�!� i I I'' ji �::r,I I, � I 1 1 , � I I I 1 2. Work soil a und roots to eliminate air pockets and leave a slight saucer indentation around . I I 1 I 1, I I � � other operations as required to establish healthy,viable plantings. II.� 1 . 1, I I � I ll� �I I ! 11 I , � 11 I � I t. i I . -295.01 � I , i I I I I � I PROJECT NO: 13 1 It I!,� � ii � � I I I :ill I BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. C. Protect exterior plants from damage due to landscape operations,operations by other contractors plants to hold water. � : 1 1 I I ! i I I � � I . I I, I I!' I I , , I 1 3. Water thoroughly after planting,taking care not to cover plant crowns with wet soil. I I �; I 1;l ,!�, � I i 11� I and trades,and others. Maintain protection during installation and until Final Acceptance. i I,,, I � I ! I I� 2 I � 11 , I t . � i I I 1� � :i ��� _______ I i�I I � I 11 :1 I � I I � :'' . 4. Protect plants from hot sun and wind;remove protection if plants show evidence of recovery I I I I t ! I I I ! Treat,repair,or replace damaged plantings. I � I � i 1; I[ , � I I, 1� I � I � I i t l � I I I,, I � STAKE ABOVE FIRST STRONG BRANCHES AND AS NECESSARY FOR FIRM SUPPORT. I 1 1 �, i I ,I! . I I i i 1 E ; I z I I - I I I �: 1� ! 4 I I i 'I � , , I 'I , I I t"i : I l l I I D. Maintenance of sodded areas. The Contractor shall protect sodded areas against traffic or other use from transplanting shock. I I � I I I I I . I I � I I l I I 11 I, t 1 I I I I I I I I I I I I� l,� n ��i I i l I i 1 i � I i I :; � 1. The contractor shall carefully coordinate the grassing operation being carefid not to grass I I i I I � I I i � I i I I I I i � I I � l, !I I 1i i l� , I It I I !�l, I � I , I I I I I : F.Sprigging: i �1 !i i I I , � I I I 'i,1H ,1, 1�: It i� I.I, I I by warning signs or barricades,as approved by the Owner's Representative. Surfaces gullied or I I I I I: I I ! I� ; I, 1� I il f � I otherwise damaged following sodding shall be repaired by regrading,then re-sod as required. I : , � 1 ' , 11 � i I I I , I t I I I: tt I I I I I 11 I k�I,I ,t� i it, I � 1. ; i ! I I .I �I,� , , I " � ::I 1�ql� It"� , I I" 1 i . The Contracto , , I I I � i I �, i � ;:I I I I, t,' I i; , . r shall mow,water as required,and otherwise maintain sodded areas in a an area too large or move so swiftly that a reasonable watering operation could not follow. I , , , I � t I � � ill, ii0,I �, , 1�lt�, 11 � I � � I 1. 'i ' I 1 11' '111 I I 1 I I I . 1", ,,,,11[ I j,I, I]I 1 I ,I 1, :,I)� I I I I I I Carelessness on the part of the contractor,as mentioned above,shall result in the contractor I� I�: ,I � , � � I 1 4 i. it , I� �,l 'I� k i "I 1 1 1 , , 'I , l , ll I I I satisfactory condition until final acceptance of the work. I l I , I i, ,I i 1, i , , ;I �, � �` ll- being liable for the cost of additional sprigs and the replanting of same as may be required. I I I� , � I I � � III)11�i I,�, 11 I I I I I " I I � u :, h , � l I I I LS - 4 I :1 - , -, 1 :' :l 11 - I I, 11 I I lt� � I I Lt I I I I I - ­ it 11� l 'Il , : ; I l 11 � � 11 I i I 1, , . il''I t , Add � 1W � ,� 11'' I 'll , 411 � I - t " �1�III I 11 1� I a I I . � I I � 11 ( . . B 9- a � , I I I � I [ � i ZI� I_ Illli Ill , ti i,�_ , I � , 11 I 11 , ,I 11�_111 1­1 :�� �n" � z � I ! 11 It 1 � I � i I ,t�, ,, I t; I I ;ll " i'l ,tJ � ! r I i I ll , I I It I! 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I I ` LEGEND A �'I 'll"!',"',,,,,!,,,l:���""', w6w =,on 1.x,1' p , I'' € ,tL,,,­ fl�i::I I I t. . ,1 „ j a _, 1 , , I Ii CIP, RATE TIMING MIN, WATER @ 75/. EFFICIENCY °� I1 Z❑NE GPM PRE _ ,r wl . Q , .s. I, _ ::. a I l s: '.5 _ :ii: I� i - PSI •:.: r v•. 5 0 55 GPM AT , I ABLE ❑F j � � 1 ,. & PUMP CAP s_. K. ❑.C. WELL , P i �.. 1 I i 4 � •• I :. H 3 u j _ _ r ...... .. .. ..... _ _ I 5 GPM - 0.5 PSI R.' s ?4>. .ear. .�e.,. ,a .. �.•.. , { C CHECK VALVE AT 5 1 42 1,5 INCHES/HR 28 MIN 1/2 INCH :1 ,X a .y <f s . 14j. S I , ,,., II ::: i, , p., I I I I -I : I '. 2 r. z x`�C .,..;.. 74 �11 .. f ,G-n � v,i �.,. , ,.,...;: .._ �' , ill„ - v`� i L.' V AT 55 GPM = Oi05 PSI 2 GATE. VAL E 2 34 1,5 INCHES/HR 28 MIN 1/2 INCH � ��� �� ,� 4 g'1 , ,, � �` i 1, .t. ,;,, to r I r, I. + x f ,I �• C.-.3f-�r• r I 'I. It I �: _ 1 I ',f 10,-:1. I,.:. :. F' - f7 4i ,.. E .4.. 3. '$' i.. 1+3 , .w....;'': a,.;. , ill I ,, i I - - I f , , T 55 GPM 4.5 PS NCH 1111, ,I , „ ', INBIRD DCA 200 BACKFL❑W PREVENTER A 3 48 1i5 INCHES/HR 28 MIN 1/2 I t,c,. 1i; I I r RA ' , tt. �? �� „rU s...y;y. .,.. l` I ,,4+ ,I, 1,!1,i. I �I' 1 { _ - DOUBLE CHECK 1 I .l`I, ; I, �;-, , ,., ,,NI, a : 660 ❑F 2 1/2 MAINLINE AT 55 GPM C6i6)COi62) 3.75 PSI LOSS 4 43 1,5 INCHES/HR 28 MIN 1/2 INCH r '1 1. „4 .I ,. �` V B.P. �, 1 „ I I = INCH ALVE U 8 M N 1/2 1 2 I I 1 I1}III II 1 1 1/2 ELECTRIC VALVE AT 55 GPM 3,0 PSI L❑SS 5 50 1,5 INCHES/HR !i I :? '` III (' I IT�i' G 11 1"I LATERAL PIPE AND FITTINGS = 3.0 PSI L❑SS 6 46 1i5 INCHES/HR 28 MIN 1/2 INCH F ag ` ' I 1 T❑TAL L❑SS 14,8 PSI 7 51 1,5 INCHES/HR 28 MIN 1/2 INCH ' Ij 1 AT BASE ❑F DISTAL SPRINKLER 30 PSI 48 1i5 INCHES/HR 28 MIN 1/2 INCH I 1 I lI 1 DESIGN PRESSURE 8 �I I 1 I. I . I, r SYSTEM REQUIREMENT 55 GPM AT 45 PSI 9 50 1i5 INCHES/HR 28 MIN 1/2 INCH 11 I Q ill 1.5 INCHES/HR 28 MIN 1/2 INCH al ,i 11 1 :'. I{ ` t I I - 1 0 4 l.J 00:QO ,' 11 50 1.5 INCHES/HR 28 MIN 1/2 INCH !,t +, I, ; f IF i " P.+ I ' it i ''! -150-S 1 1/2 200 PSI SELF SCRUBBING ELECTRIC VALVE 12 50 1.5 INCHES/HR 28 MIN 1/2 INCH �'!� , {i,, , RAINBIRD PEBt' ! „ + °1 ` ,� ;I r ' � I' 13 53 1i5 INCHES/HR 28 MIN 1%2 INCH _ 1� 11 " ii , `,r 7. 'i I WITH FL❑W C❑NTR❑L / INCH I I�j1III I INCHES/HR 28 MIN 1 2 14 4 7 1r5 INIf] II!I 1 'I� I J t ! 1 I `II -- -- -- -- I I �, I i i, j I , ' 15 I 1 ` I I I ! I f' I HUNTER I-C❑RE-1600-PL 16 STATION ❑UTD❑OR C❑NTRGLLER WITH ICR KIT AND -- -- -- _- 1 , 1 +` 16 INTERIOR OR 1 !tiff ° II lite,; {I 1 •. �' DYNAMAX IL200-MC MOISTURE CLICK WITH SM200 MOISTURE SENS❑R i:i I 1 AN4 I , ti,LIII !, 4 1, I EXTERIOR WALL TOTAL WATERING TIME: 6 H❑URS 32 MINUTES III I, 1 ,itII+ UNDER N❑ RAIN CONDITIONS, WATER: 11 I 11 I: 1 I ,i,, ` I I , 11 I 11 i I I II t I I ' ?` THE DESIGNER IS N❑T RESPONSIBLE F❑R ANY LANDSCAPE MATERIAL NOV - FEB = 1 DAY/WEEK Ili1 K 1:' t MAR APR & SEP ❑CT = 2 DAYS/WEEK I I I I;I , I E AB❑VE SCHEDULE I P IED THAN TH It { ; ;;I ', !; I LDST WHEN LESS WATER IS A P L L 1, MAY - AUG = 3 DAYS/WEEK ` . 1 , I`) ,`, IRRIGATION COVERAGE = 100% RECOMMENDED WATERING TIME: 11:00 PM 5:32 AM #} I .I !, I +1 I . �, �: ',. n ,. ► ,+ ! !11 i l ! ; �I IRRIGATI❑N UNIFORMITY APPROXIMATELY 75/ CONTROLLER ELECTRIC VALVE _ ,i } +I titPi Iill '' �, + ` I I Ir ! ` I III THIS IRRIGATION PLAN HAS BEEN DESIGNED BY A CERTIFIED IRRIGATI❑N G� I I RDS AND SPECIFICATI❑NS ❑F I ' I DESIGNER, AND COMPLIES WITH THE STANDA i i'iI I, 11 ' I I !111., i, 'I THE IRRIGATI❑N ASS❑CIATI❑N AND THE FLORIDA IRRIGATI❑N SOCIETY i 1> O ■� ,, If_ I ,i I : 1 I I i �.j9d I „ , II SI. II ❑ RAT E I RECIPIT ATI N r I SPAC P I PSI ��i. I � , I GPM RAD t t =W= N❑ZZLE _N V '.�"�a) I I 'I I I I ! I ,I , 11 k, �l;l I I ,-ia= ; III Y , ,{ 1 - I 5 NCHES/H❑ 1 UR 1 1,6 I II ,4 1 i , J F �, F RAINBIRD 15F 30 3,7 1511 I , ,i , 1 II I r 5 NCHE�/H❑UR 1 1.6 I , `1 15 5TQ 30 .c BIRD 1 2.8 li, I �, 1 TQ RA IN 10 I 11 ,s 6+`,; II' , :°I. ,I V !� ` r 11' �I �, 111 I / / I I I I,, i i II , �! II 14r,,r, 15 15 1.6 INCHES/H❑UR � _ I,I , 1, � ' " °� i 'I ! � i I I� I �; �� H RAINBIRD 15H 30 1,7 � �''{ .I I II �""i. . 1 I I 0 Cb I �I , i I I I� ! Q RAINBIRD 15Q 30 1.0 15 15 1,6 INCHE.a/H❑UR 1 .+,,1 I il kI 15A 30 -- 15 15 1.6 INCHES/H❑UR I I ! I�' !, I I: A RAINBI RD �� ,I F 1, i ; I I : y1' 1 II `I'' 9 BIRD 9SST 30 1,2 9'x18' 10' 1,4 INCHES/HOUR 1,' 1 G II 11 f ; �� °.,, + ' 1 I", 'kl jl'' S RAINBIRD 4SST 30 1,2 4'x30' 15' L4 INCHES/HGUR 0 'a. il x'11 , 1 ;•;' I I , yl , � 'Ii ll; ° '1 II 4CST 30 1,2 4'x30' 15' 1.4 INCHES/H❑UR ._ :F:. 1. i,l, ; i ,. i. C It I I it RAINBIRD a 14,1 119,,11�,I'I,II, ; IiIIY I 1 I 1,1 {i I: / / , + ..;IIj1)1'' 1 I, ,.Ii... ,I,I+`.. II; t'1 I It I, x15 . 1.4 INCHES/H❑UR - I:' i 1 ;I l � � ;Ilj� I� i; 1' BIRD 4EST 30 0.6 4 15 = .� I �1 11 111 I 1 -1iI , I+ 1 , ,I 1 I I ,I E RAIN 1 1I + ll 111 j % 30 12' 12' 1.7 INCHES/H❑UR i 11 ",'1, 1I"`fl ji 1. ii! 'Ii, 12F RAINBIRD 12F 2,6I 11 I+ ',1 I.' i (' ' 11 ;, I , ', t �,I f Iluy`,{I I I ;'.► , i; ; yl I II I " I'11 RAINBIRD 12TQ 30 2,0 12 12 1,7 INCHES/H❑UR 1 I 1EI!,, L ,, I , 12TQ 1 iI ; I l I 1 LII 11 ,,, 1 f f�1� , I ,II 12H RAINB IRD 12H 30 1,3 12' 12' 1.7 INCHES;/HOUR liqI', ;II r j II / / �1 'I 112Q RAINBIRD 12Q 30 0,7 12 12 1,7 INCHES/H❑UR F I I A 30 ` 12 12 1.7 INCHES_/H❑UR - "' I +I S 1 ! 1 12A RAINBIRD 12 4 1 !`` iii 6 r 10F 30 1,6 10' 10' 1.5 INCHES/H❑UR {{II 'li I h �; 1 , 10F RAINBIRD 1 I 'I;i I IjI I 10H RAINBIRD 10H 30 0.8 10 10 1.5 INCHES/H❑UR IllI ;.I` L RD 10T 30 0,6 10' 10' 1.5 INCHES/H❑UR �� I ,ill 12 POP-UP SPRAY I,, j I 10T RAINBI , 11 L . i!! ' 1'' 10Q RAINBIRD 10Q 30 0.4 10 10 1.5 INCHES/HOUR j ' r I 8F RAINBIRD 8F 30 1i6 8/ 8' -- i , I / / - 1. ., � `I 1 � I I? 8H RAINBIRD 8H 30 0,8 8 8 -- I f I., ; + I I 1 '! ` ' RAINBIRD 8Q 30 0.4 8' g' -- 11 I p I. r I j 8Q k• iiI :.j.. 3 i; 1{h ={ III I �'' I I I� I F RAINBIRD B-5F 30 1,5 5 5 I:' _ ; I H RAINBIRD B-5H 30 1.0 5/ 5' > 4" u 1 r , , ✓/�/�> /�' /� /� /� -r.- IIJ RAINBIRD B-5Q 30 5 �'I II I +�, . , 1 1 Q 0,5 5 __ i,�/� �/ r V� A \ VA 4FI11'I G11: !, i C RAINBIRD B-SC 30 0,5 5 5 - - - ��j�� ��; ��/� ��/ ��/� 0 //� //. �A \ �\ i,A-SAA {! ' f.;, i`I i IRD B-14 30 0.25 -- -- -- - /\ ,� . STATE OF FLORIDA: LA 1260 } (,k ; L RAINB _ ��,�, ��� �// ,'1 I 1 :j 1 ; , III _ _ ��/ ��/, .\ �A . THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY ,,I j 111� 1 i I' I - OF B.BURKE&ASSOCIATES INC.AND IT SHALL NEVER BE REPRODUCED II1t I'I li f' , I y - {{.1' E I - N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF I da i ''I I ll�r l �j - - R,BURKE&ASSOCIATES INC. ., I : II I ! ,. _ > 18" 1�1 :f' 1 Ii f 1 B❑DY TYPE _ 1 F'• .? I I 1: _ - - - u.1 Ii I ,I !l --------- - - I; DRAWN BY: CN I , ;: I1 // _ P UP IN GROUND C❑VER AREAS - I` I 12 P❑P UP SPRAY IN PLACE ❑F 4 PO = - - CHECKED BY: BB I II JL u: _ I _ d ! I II 4 PRESSURE REGULATING P❑P UP SPRAY i'`+%N I 1 }, lIj I j,lj 1� h; �I N BGDY `' ' I iII II I ER MOUNTED ❑N 4 PRESSURE REGULATING P❑P-UP r I L1 I .,., { .1 I,I BUBBL DYNAMAX IL200-MC MOISTURE CLICK -!- ' ;+,;` ;:I ,!: ;I: IIS ;I PIPE &' MAINLINE LATERAL WIRE PLOT DATE: Aug. 10; 2013 t [� L ut ( !I„ „i REVISIONS Li ! I,t` , „1 , !, ;, WIRE PIPE PIPE + p 1. . 1 I �I EN R T RES SO 2 MOS U I 1 M 00 1 !1, 1 s ,1 ! ; 1 „ V V ITH �7 1 Permit Dec. 18, 2013 �i I {„P ILIj I ,I 1j I2II' .M1 E' 4 t11 ., I iI F I: } I i i1I : i , � : 1 : �I I I I it i l�, � IPIPING A I S LEEVING TRENCHING �, !! : II I ;_, 1 d I I I I1 IIji�,f 1 ' I II 2 1/2 PR-160 PVC MAINLINE, INSTALLED IN S❑IL AREAS ri ,h ;' I ;} 7 ,I1. {{ 1, 11i, I I „I I j I 1 a{ ejl,: } t r li,u Iih I+'.a! Il1 lr 1 3 3 ;'11 } p 1 !j ; 11 . Lt 1I :iLj :I I I fi t I' I. , - _ _ - _ I' Y a1,:1 qai, `t . �'. sI 1 ,'I� t 1 .I 1° r.� // "ll I 'I`I ; 1 II!; I 1 +!' I; I - - - 6 SCHEDULE 40 SLEEV N11 I ; (I I g ,I ILL1 I , ;'I I I I jl g I 1 I II 1 I 1 I - I 13 ( No Scale , I ' I SCALE I I I i! 1 . - I k i I II I'II, I PROJECT NO: 13 295.01 , lir I I I j i 1 I' 11 �11 ,' I• 11 tl i , j j i I ; i I i { j i ;+ I yy }} t+ E I _;7 S { �I ;r ;.I� I P ,I 1 ' i jh 111 I: j e17; atI + } 1I (11 ! s � 'I I ' 1 � ,j: t�! r� I t j �/ I: n g ll e . Nancy vs ! {! Y i 'II - I I ' _ _ i f HEET o 8 , I S N0 6 I i I I , I I l , � k ; 1 r I � t I i I I !i 1+� i f ��,� � :I 1 !I 1 .:1 j _,' , I c 1 i , I,;1 1 ( I I , 1 IF 'j 1, I I r II ! I' i „' C� I 1 � �. r1i I lj111 i I ( 1� 1 y 1 r, W N I 1 I I II } , I � � IIT h W M ' I i I I I I[ 1 Q 1 i' i� h l 1 1i I F— 1 I I r' a. Pit" ,l 11 t 1' I (� f ! : , ,,, 1'��'j,L I I-� I � , 11. 11 E l i h I U U F.I �, ' I; ,k'I... I !.'. Ii µW1 U-) � f i ' , 1 - I <C m ':;I I' I U O H a i. ,I - I I - , . m H O 1 H 1 r II l � W � � : i I Q' N I TOOLED JOINTLr) G-G 10- I 0 E.W.W.M I i r1 M LDED EXP. MAT L PRE O I 1 I I H D KENS � I � THC I r, 4 QQ , 3 W/ POLYURETHANE JOINT ,-+ cn rn 1 == = I 1 I li F 1 II CONC. WALK W1 BROOM EDGE 1. 1 2 SEALANT 3�8 4 L_ 1/2r, II l Ii n rr , FINISH AND PATTERN PER PLAN 1/4 R. / FINISH PER PLANS1 I 1/4 R. I i I 1 4" R. ' : ?I ' 4 CONC. WALK r \--,\] .1 ,If. � .ISI I r.,,; .°. �. .d. d, ' - d° • 1,:" •i ° ,r { < . . . . . d T 4 d T a d d d• a d +I I7� t` 'a 4• ° d' •a ° 8' {� 17 1 hi _ I I 1— - l: /�/�/ /�/ i IF jIII III III III III 'Ti-I III III III III III III III . III — — — — — — . 11, 11 , � � � � � � � —III III III III III III III I \/A/A/A/ A, A/`../� I ` / / / /./ / i /. /. I l, f '1r EXPAN SI ON JT. CON STRU CTI ON JT. 11 � CON TR ACTION JT ' ` i � „ j, { 11 STRUCTURAL ' I. I , ` I solL USE WHERE SEPARATE - lf,I I, I k,,,,.; ,I, , AS SHOWN ON DRAWINGS SCORED JTS. s , i� i ij(. 1 i1.:.$�. i ! I hIx ,' 1 ,.' �il • .,1 (i(!(4iv i. POUR WOULD OCCUR j.j ! {° . f, TOOLED JO NT ,, , ;'11' j ., I r:, 1 G-G I O- I O E.W.W.M General C�nC. Walkwa NOteS F t II: �� i� SECTION y 41 r IP i. , , 11 1 11 , �: a 1 11{: I 1 j: I - �'.I y I k i s II f ul 1 CONC. WALK W/ BROOM - ,, I'I Il r, Tf11CKENED EDGE 1. SPACING OF ALL JOINTS TO BE AS SHOWN If FIN15H AND PATTERN PER PLAN. if Is`I AT FOUNDATIONS OR OTHER I' ,€ PAVEMENT TRANSITIONS ON PLANS AND/OR SPECIFICATIONS - r I f ! A 4 CONC. WALK SEE PLN , 2. EXPANSION JOINTS REQUIRED WHERE ABUTTING i.. I. I - . . . . . . . 1 ;1 11 -.-._ _._._.-:-._.-,- 4 BAND d ALL STRUCTURES, BACK OF CURBS AND WITHIN i -.-._.-,-._._.-.-._.-.-._._ r PAVEMENT THICKNESS RECOMMENDED MAX. 1 _._.-._._.-,_._._._._.-._._ _ . WALKS AT 30 OC MAX '1, _—= :_:- _= —= FLOAT FINISH, SMOOTH INCHES JOINT SPACING _ _ x/11 I IF li L .-.-._._,_._._._._-.-.-._._ / / / / / / . / 3 Y OF JOINTING IS AN INTEGRAL DESIGN FEET 1 !I 1 ----- ----- -_ ��1x 11�� �� �� �� �� �, �� LA OUT (FEET) !; J _--_:-__ --- - ELEMENT AND SHALL BE LAYED PER t j I I !11 �: !. ': , ` _ _.—.—•---.. --. — PLAN/DIMENSIONS......—.—.........._—— —.__ _-- ---_— _._._.__ 4.5 10 ......._.—:__. ......--_ I 1 ---- --_. ---- 0 12 I i . I I I _._..._—. SECTION ----- 6.0 15 I •-•-•--1-......-•--• --•- . 1 •_--..---._.-.-.-- OVER 6.0 15 I —.—.--......------------- I .. . l�j L 'ITOOLED JOINT IT 1 ! _._._._.—._.—._._._..._ I ;,1,�r, l . I — — — __--_ _._ ` r x,;1q1 I I ; I ' I , :-._,—_. .._.-._._.---- WIDTH & LENGTH VARY' ALL CONCRETE CURBS SHOWN ON THESE PLANS I; :IS,. `1'a , I,..... . ' :. , ; ', :.; _._:-.-:_.-._ ' sEE PLAN SHALL HAVE SAWCUT JOINTS 0 10' O.C. AND 1 r..... .,. L.. 1 ,. .. , I ; _.— Illi' ! ' I; ; III -. -.--• ----- EXPANSION JOINTS C� 40 O.C. MAX. LI --......--------- —. —, _._. _.— ._ 4" BAND Ill 11 C 11 1 L --- _—. �f1=F11—�5k =---.—__ CONTROL JOINTS SHALL BE CUT 4-12 HOURS AFTER f�O©_.—.—._.—.—.—._. POUR MAX. I ,';I 1 , I 1 -:—._—:_.—_---.—----- FLOAT FINISH, SMOOTH I I j ---'—'— ---- — - —1--.—_._._.— I II 1 .—. ——.—_.—._.—.—— - •----'-'--,--,--,--,--,- . —— — ._._. -•--__-•-•- I.I.I. ,I.I.I.I.I.I.I.I.I,I, , - _._._._ ------.-.--_ I I —--.--.--_- -._.-_.-._._._._.- -r I I I I.I.1.I I.I.I.I. r ._.—._.—._._.— _ III IIIIIIIII'I ' „1 -._.-._._._._.-.-. I I I I I I I I I I I I I I .-•-•-----_-•-•- i _' W 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 I .---—.—:— 1, I I ---.—._——.=_ _-r._ I.I.I.I.I.I.I.I.I,I.I.I•I.I —.—._—.—_—._.—._ L" ._----__�:_--.__.- I'I I I'I'I I'I'I'I I I I I `- _-.—__.— 48" SQ PARQUET PATTERN +� , I 1 I ---_--_-....._.-_--, III'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 I I I I I I I I I I I `-•----•-•-•-•- HEAVY BROOM FIN ISH, i .----_-_-._._.-.-._. I.I.I I.I.I.I.I.I -.—_--.-.•- ,II � I __ ___-.-.-.- -r I I I I I . . . . . . __ _--_--- ALTE A FI I HDI E TIONS' I I I --•_ -----•----- -•-r I I I I ii JI I I I I I I I I I ._ --_--= RN TE N S R G X G PT Postsin . z , •-•-•--•-----------._ _--- _------ j.I.I.(.I.I.I I.I.I,I.I. AS SHOWN i I 1 .. . _-- —. —. --- _. I I I I I I I I I Angle Top I I ----.-.... __--� �.--__----- I I( I _. _. I.I. . . .I'III'II'I I. I I I ---- .---- -.-. _----.-.-.- IIII VIII I v, � , ,,;, , , 1, II I I ,l I I I I _.--.__--_----- - _._--..----- I'I I'I' ' 1'1' '1'1 1 '. j.LII.I , !1 1 j 1 t -- . TOOLED JOINT ....------ — I I'I'I'I'I I'I . . . III' I x G PT I x 2 Ca I f .—.._,—.—._._.—. i t II II1 , 11III II p C� I __._._._.-._......-.-: - _._. _._ I ( IIIIIIIIIII -.-._..._ _ - -- _._._.-._.-._._.-._.-._ _ _ --_.- I I I I'I I I'1 1 1 1 1 1 1 T ED INTS all _' I _._.-.-._.-._.-._._._. ---- -_ - - -_. I'I I I I'I'1 1'1 1 1 1 1 1 OOL JO O I x G PT * I x 2 Cap 11 I _.__. _,_._.__.-. -T , - . IIIIIIIIIIIIII I. _._._._ ._.-.-,-._= I I'I I I'I'I I I I I I I I An le To for Dralna e I 4 I - - I I I I .-- ._._._._._._ -� .-•-—.- I'I'I'I'I I'I'I I'I'I I I'I' I II h I g p 9 ----- I'I'I'III,III;IIIII 1 j v r I I I � "` — L` It 1 r I'.' t - .. 6, :I I ,I,Il.,, r,1,.1 , n it 'I; 1 1 rl -.,. 1 - j,1 �. ..... - _. ' s's, 1 � 1 it I 11,11, . 1,' I,I ``: D % s. x G PT To Rall Both Sides I (; I l,, tIl I 1! 111 I ROVIDE EXPANSION JOINT EV RY 30 t I ,.I I III !` P y I - •;` 1 �I I { I ( I) ,, ! N II I ! I - 1 n I PT B a a I r o d I I E ,II - , l.l ' ; I ! III i O N I I it 1 I 0. O �� G 1lil BROOM FINISH CO NC. ENTRY PLAZA PAVING PATTERN I x 4 PT Mld Rall Both Sides B 1 1.1 f I II l Ls 7 N.T.S. ' .. X I i1 LS-7 S. I I N.T x I i I ', PT Board On Board 1 I II, 1 I' 1 LD J, I1 1 I 1 ill1 , . , , 3` yy I 1 1 1 t° - - - I' ,I ,I I P CE BIKE RACK 5S A 44 i I f I x G PT Bottom Rall Both Sides ,{ Ij 111 SEE SITE FURNISHING II If SII 1 D. L -2 SCH S I I ! H x G PT Bottom Rall Both Sides N BENC 8 AN A TRA SH C 32 G L. 1iI I I I �_ O tlonal 12 DIa. 1 I p I i I HED FOR SPECIFICATION ', IIS I I 1 � SEE SITE FURNISHING SC 1 ll ll 11 SEE SITE FURNISHING 2500 PSI Cone. ' Ii;I t F;t I i I ; t t 1 I ! 1 I I lel ',,,I, ;i LS-2 FOR SPECIFICATION SCHED. LS-2 Level Mm 2 Above Grade l J I. III,I , 11 ; L ' ! i I II + b p 11t; 1 I i ;I' I 11 Ii �1 '$: I` ..,i "'I,!i ¢I:I. <il, tr Ii 1 .I l ° III I ,:.I, 1. •I>I I _ Gravel for Dralan e {w 1 I 1: 11 ;I FOR SPECIFICATION g I {I I :' i .L. I I{ } III ) { '1 i'. 1.A I '.,i€ 'I - - - 1 I.I I 'I. ,j J [I 1 1 I II.; gg 1.11 , ,. I. 1 1 I t 's,,' + 'S I S' Irl t C I , ,. 1 4. '� - II. �, I a f ' 4.- 1 ! I ' 1 I tl .3 - n I I� tl 1 A . 1 0 STATE OF FL RID r € II 9 0 A• LA12 60 t. • THIS DRAWING IS AN IN TR MENT F ERV I ,! • 1 S U 0 S ICE AND IS THE PROPERTY A! I t 11 . OF B.BURKE&ASSOCI ES I ��I AT INC.AND IT SHALL NEVER BE REPRODUCED I 1s ' 111i i IUU A' I N WHOLE Ofl IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF I 1 I I I �,I•j L I 1 I , I; :.a B.BURKE&ASSOCIATES INC. I I; ! I L n 1 5 � I ; j� I I � ; !; i I .1 � I 8 X 4 Stainless SteelH H I r ,� 1 I, I ! DRAWN BY: CN 5n n v A cho r Slee e n HE ED Steel C CK BY:B I X 4 Staml I I ess BI : I I LA B CONCR S i 8 ETE i I i o nt Hole 1 Per M u s I I I or Slee ve An ch •� CONCRETE w T ,.I l , I h - - 0 . Ele atlon v 4� k I 3 I, 1 Per Mount Hole 3 s � x s L I` • • ANCHOR ROD II I: '• 'r N o .. I I i I I ` II THRU HOLE 1 ! I I , . 8 —6 PLOT DATE.Aug 10, 2013 F, liLl , {. I'1 I1l II ! !• : - II! I; l;' Concrete Slab Sectl I iW n REVISIONS II !" ,: r 1,: Concrete Slab COMPACTED SOIL I it ,I'.11 i It f I Permit Dec. 18, 2013 1 '1 1 l,r,I! I ;1 1 !'I i', i i NATIVE SOIL I I IFB � sl 1 I, I } j I,it 1 1 ', , I I,I ! If1 ', t I 11 .1 ill , I 7 L.{1 ;, I` I !ill, _ _ - I,. ! 1,,,, i 1.11' I © TYPICAL FOOTING DETAIL I 1 .1 ++ I !I I! ,I, 4 ; I , l! t . _1. 1 1 1 14 § ;' ;,II 11 i PLAN I. e , I ,f , 1 11 1 r lII [ lI I d I I I m I f ,I., q — g,gl ,j ; 1 '�i ( ,III it 1 'i - i - l� i:1 I1 I — — Fence Detail Is Conce tual, Contractor May Submit : i ; i I I� 1 �I , 11 ,Ill I 1 Ill1 ! Pre-Manufactured Fence as "Or E ual" `, l ! E ` " x I11 {` 6 1 I 11I IC 1 i l � , i 'I I i ' I t BENCH ANCHOR DETAIL O TRASH CAN ANCHOR DETAIL E BIKE RACK ANCHOR DETAIL F 16 HT PT WOOD FENCE DETAIL scALE' AsShowTi i I I I' _ N.T.S. II I I If i � � [ 'I �� 1I' I I 1 LS-7 N.T.S. LS-7 N.T.S. LS 7 N.T.S. LS-7 PROJECT N0: ir i1 i_I1 �Ili LI I 1 , I E I 1 1 , I I I ' 1 I j{ IIh 1 1 F: I .: •I I . 11 I I ( •Ill. 1, - I _ . i I i ,I � � I �� I1 �I l [ I 1f 7 1� 1 ':( , : - I " ;I II �. 1 III 1 ^ I I I I1, I 1 i 01 d .�1 I I � '':, , .. , I I 11 'I 3 1 r$ t hi 1'! 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I , -- II - I' I I LI I 1 ; . �;1 , �l I � , ;l i 1; i 1 A ,; I G: I I I 14 1 I ,11 I ID Directional 51 n Base I, I I I L r L BE SELECTED 1. CASTSTONE SAND FINISH COLOR TO I 11 L li ;I 1 a'1 I, f I L, I I; I L. SPECIALTY 5HAPE5: SIGNS (Price Options for Cast Stone Only) ! s it ; „ II 1 I I , n ractor shall ,I1 :Ia II ,, II I Note. All shapes are conceptual, cot LAYOUT TILE FROM TOP CENTER I l C I ° asure cmu structure to verify d,mensions and sho drawen s are to be submitted for approval. I I. : ,' I l field me Y p 9 pp °11 1 ,;;1 '11 I .,Ila li ",i 1 y 1. - '° „ i y I' 11 I Note: 5ha es Shown are Conce tual Profile Onl ,5ho Drawen s Shall be Pre ared De Icten Re-enforcement, Radius if Corner Condltlons. 1 I r; ,11 I ''@ p p v p e p p 9 BRONZE ALUMINUM CUT LETTERS, 11; I ; t .i I �.j 71,., I 1I I. j�'':. i1 _ II - : I 1 " I �;,I I' I;I' MIN THICKNESS 4,T G s , 1I 1'' 1 �,' 2 ' IIS 1• I ( { I'.:''t !I V t 'I ,l�;, ! i - I I ,. III,,. �{, MOUNT TO SIGN WITH STUDS 1, ; h . I s ',,., v1 "I;r I, a t il•,:. i I . - - i ! 1 , ;I 1 ;I /// 4, OWNER TO PROVIDE ART WORK I I ('CCast Stone Details I I € Iif j - �I .. ',:1 /1 E TI LE Ls-8 - I x I TRAVERTI N �I ifI 1 ( : . I .; k 11 I - H _ TO BE SELECTED BY OWNER ' I C 1''1! I I I i1 I, it r =I ' _ r,, I ,L II, , �' A O S I I 1 .l:f1 II'I.1' II'' ,i 1 1 I - -- 1 i ! 1 , 1 r, 1'; 11 r - I I I 11 I I I 1I I1 (' , 8 ( 1,I i , i I' Illi "11� 11 II -) f 1 II I. I' I ': ' i i I I I. :. r ------------------- --------------_...------------ - I 1 IP I .I. + s. L, { � 1 1 I: 1. n ,. • c , t '�.I , L r t ten , I� t � one e e Foo C d �Itr{, { I ',I" " : Illi , • I ',I,I:�I h',II I`p 11 a ,k , I �i) 111 lr 1,1 1 _ I i _ Cast Stone � 11Rk 61: r€, I tl ".I t p I i , `,.;� I "11 ' ,' 1 I�,y rl± _�11' 1 k„,; I;, I I I CMU STRUCTURE E W _ _ r.1" , l �II, :I11, I f ; , II' I I onc. I �'� 11" ,, , , , t :. i g ,I , II `j {;I j If i l', ;II il, „I � I ,, 'I I , 11 � 1 \V i {I ILII'. I;III �I �I; ':I l 1 ( Cast Stone M N R l � i it 1 I I) I, 1,:: i i 1 I i 1' - - 1 11 I ° - ,1 C 1 1= i • I I 1 I I L I 1` , , f • f iI • • .' i I I 1 • : L.--.-.. . . 1111t II I - [11 Plan m I I - Front Elevation . I I I i 1 ,, _ 611,1 �li Cjltj , !f e h I ' � I , �l 1. , I I 1 I I111�. li ' °� I� n. 1'.'I�' `( , , 11• �R, II fIf ,Irl ■ ,I l :'i I'''lf ! I� �!L-�i IIS. 111II f fi 1 I 1 u ,1 ; I II I x I TRAVERTINE TILE, it 1 I Iw I I 5 -� _ C� r1 I• , -F- I I, I ; ; I`� �' 11 I ALL EXPOSED SIDES, HAND TIGHT JOINT I �I III I OWNER TO SELECT :• _- II 1 �' I I !Io , 6X8X I G CMU STRUCTURE0 I i j'',.. , 1 I I 1 I _ - I .{I'' II I` I II 1 PROVIDE SILL BLOCKS AS St10WN _ I ISI ( IIL II` ;, FILL CELL WITH CONC. I ., 11 �: ?I ;.1.. t 1 _ I I I I , � II I #5 REBAR li 1 ,I I II i ',I'1 1. 1 I I ' 11Emiiiiiiiiiiiiiii� lz.� 0 , I ,1 , 111 ! ` I I 'rl I I' I 1 #5 VERT KEDAR til �! m p I l",y Ir i, - 1 i,1. = y. II ,,1 , IL I V i• k, t , ;, 1 I - MU 5 RUCT RE CAST STONE PIECE9 () I '` I; � I' ' II ,i ��, ! FINISH 'GRADE: . - - I I I11 i ,, . ! , I d- MORTAR IN PLACE J 11 , ,' ; 'I_ I I 8 ABOVE FOOTER li I 11 1 11 I ' II SS ANGLE IRON CONT., I BELOW - • A N r4 �iLlI _ _ I _ IN E 4 - 4 F GRAD 1 lif1I F ,,..•w .�.;;. ' �'t I�: G I' li - ;mow: 1$ ��4•" vt I;, L I n. I'd I I S I ( ,�: L g E k11 I CAST IN PLACE CONC. ' II ¢ I �; i, ;I -4�4 _ I II z l VI i 1 I I , jl: I :. I ,art {. ;.,.I.. I 11 . ,.{.1 ..r e e P• a.. -. ( ,,, � . Co �.-. 41. 3000 P51 CONC FOOT ING , ' •. D 4 - �:' i I #5 BAR 1 8 0 C, EACH WAY -I I �I - h I. Concrete Footing{ - 9 a ` U - I' `. 1 1 I � i tl I 1� i � 1 ,'' i I; I r s r r. i .I:I. -I I I I I I I I I- I I I- ! I i i ,. . .' ) r 1 I' •, t ' I I ,I; i I l i I I, ,,u.'.; I { lI ;iI I i' -1`s' , I I I I r. I I , III III I I IIS '' "{r I ',{ ,;,, I 6` I _ COMPACTED SUB GRADE I i{ ,{ I , ' , ' 1 11I I t i I- I I- 95% MODIFIED PROCTOR 1 1 I,11 -III 3 I I Section a 1 t re i S tuc u . 11 i I _ 40 LBR �i 11OTHER SIGN TEXT . , I I ;. ''I , k I il 'i - OTHER I f $ '. ryI - , 11 I 't i ., " 1�1 11 I I , l 6 '.�. . I 1" E I � t _ I I- � � i11 I I )I I d : T Facilit ID Si n 3 Re 1.' ■R/ n I I !�l � k I ! t' I 11 1 - . Ili k I :t - - { ' III q' 111111 I) ' I, LS-8 SCALE: 1/2 -1 I L r 11; BRONZE ALUMINUM CUT LETTERS * ARROWS, 1 r h CSI { I I I > STATE OF FLORIDA: LA 1260 1 1 'I ,' I I i j,:1 - It THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY 9 4 T I E I,: MIN h CKN SS ,1 . I OF B.BURKE&ASSOCIATESINC, SHALL " ,�I h �r I X I TRAVERTINE TILE, 2 I •AN ITNEVERBEREPfl000CE0 I 1 f MOUNT TO SIGN WITH STUDS N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF 1 !, i ' B.BURKE&ASSOCIATES INC. rI ]ill 1: il ,1 ALL EXPOSED SIDES, HAND TIGHT JOINT OWNER TO PROVIDE ART WORK { OWNER TO SELECT I j r40V DRAWN BY: CN j I 1 1 �I I°,i I CHECKED BY:BB , �� 'I 8X8X 16 CMU STR UCTU K E �I I; r �k I ■ C L M E T R ■ I I` I �� l I' I a, � 1 u , 1 A SHOWN . B 5 S I , 1� . IDE S LL LOCK ,' I ;:I " 1 PROV I , II I-:dr It�l ,t I 4 i ,1 1 a 1 �I 1 1 nl t q , ,1 „Ih1 1 1 ,l �' I I 'II I' "'r,I '" i�j"�j� FILL CELL WITH CONC. 11 � 1i l �� IIII1 ( ■ E A LT E T R ■ k1 I ffi,• i k �I �� 1 a.l �1 Ill k k jIS)111 1- ,I "d ti� ll 111 1 hal ,n , 1 ,J(,; I',1 t, _ - ,; cctt j I�"''�i , 1 ,,I;" a I'11) ,! 1 I:{,.`r 6:. .rl. �I:?. III Il 11' 11... ^.1' - - - - - - _ _ _ _ b 1 +� I�11 j i t � r1 l 1�1 a h 1 #5 REBAR I . I I , ■ HE ■ I PLOT DATE: Au 10 20 i .x i. ' ' 1 II € ,s1: 1 ' i1 ; I I il` i 'r ' ; I ; , #5 VERT REDAR REVISIONS 1 J li ( , I. ( 1 II I ( F• Dec. 18 2013 ■ Permit I 'I '' I': 1 "Ili`I III , .1;. ,i •,h11 ;;;;. I r:;. k I ; , ' I , ,-�,1 I '�,1� h.:.!i�'.: ' - CM STR CTUR - .: 1' "I 1,; > I1 .1 kal 'il, I �� I; l� I ; ,i � I., I , ,; CAST STONE PIECE1, 11, • I I 114 I I �, I l I MORTAR IN PLACE ���r ,k, I" I' ;: i1 ■ L E A M N R ■ �1 ,I Ir I Il' l� 1i;l 1 _ SS ANGLE IRON CONT., I H BELOW I 1 , ( 1 I, I. Ir Irl II I I lI lY s 11 1 •,,dill! -- - FIN. GRADE I I I I N '131 (�? a C• J 1I. �) k( _ _ - t - II'1 I' ill "JI i1i ;, I Cast tone e ., I I Cast Stone 1 a.. I" ill ,6, Cl 16I I 'E CONC �: CAST I N FLAG Il 1C 1 • d r Ix'I I ! i`I Ili; ' I III .I> j 1 1 51I I G I i, �� `I '�q II ? li'fxli k' al 1, , 111 4 1- i 1`:3 h:I I I�:. 'a .d. Conc. 1 " ,, , I I Il ! I I L Cdnc: I I I !, I " �` a: 000 PSI CONC FOOTING 1 �. I l l �. I `i' 'I 1, �I L l ,I I g 6, f I J I ei 1 1. •Ii ,• '.,..q I; 11, ':' f• 'I s 'I 'I `l: �� II 1 I i I ___ EACH WAY II. �' j I I i a s #5 BAR 18 O C, i:` ! $ I I .r i, a r . II ''..,I , 'jLl I, 1� 1, ;,�il , ` '. 1,C 1111 I 9II .4 .. iC�nCf'et Footin 4 II1, , i I �; , �. - a 11 : I li� I� ' �1 Q 1 11 -� I I- SCALE As Sho n I 1 I I w I' 11I I 11 ' I ; I ;, i I I x I TRAVERTINE TILE 11 Stucture I . , I I ( , , 1 I - COMPACTED SUB GRADE - PROJECT NO: I' I I. ' �- Front Elevation TO BE SELECTED BY OWNER I i , . Section b 95% MODIFIED PROCTOR r I, 1 ii;• 11i. I k.: r. 1 Re 'd �o LBR 11 I ��i �l ll � i :, : ;, 1 :� � 1 ,,{ ('A Facilit Directional Si n i I �� ,�[ �� I II i ,I. I i i. 1 I >1s 11= 1 I 11 1 I: � IIt I ! �� Ls-8 SCALE: 1/2 1 11 t I ! .I 1 , 3 1�' 1 1 L' I LI FOOTING AND II! { it ALL CONCRETE F T I ' 11 � I, ,.{ I II'. I li I, r, I I; , ' ' I ,, REINFORCEMENTS ARE SHOWN FOR PRICING, tl I , , d : l„ ;11;11 a" :nl ". ,I $ I` f,' $ 1,• I I , , I, , I' 111 i,.i' I` .;`! I'; ,1, FINAL STRUCTURAL TO BE DETERMINED. 11 ,� III;11 I' I' h. 1 1 I1 I,7 i I I, I 1 � II' I 1 ,r I t.II 1 1:.I, 1 1 1 ! '� "i i�r 1 I ` : _ 1 11 , 1. i:i I ;i i I l 11 1 1 ' ,I SHEET NO: 8 of 8 I I I t- �IIL I l yt, I di 3 i i 'I , i {c i', 1 I.r• $ I.. 1 ' 4 I II ! _ - _ - 1 ,' Sy - ! ,.. ,. l i ! 666 P �I if I 'rI if* sll, ,i 1 - _ PI i, 1 i; 11 1 o-S I" , t , L; II I 1 I11' _ .e � I d �-' _1 ` .t I I ., ,. u s - ,r - Job Truss Truss Type city Ply A0002154 J1400029 M7 MONO HIP 8 1 Job Reference(optional) Southern Milling,Lakeland,FL 33802,Mike Hyde 7.510 s Jan 20 2014 MITek Industries,Inc. Fri May 02 12:15:08 2014 Page 1 I D:RzKOIALzRmdx7iWv8jbgJzoDL7-SIZCtB7bIA8WbxtloJUEbhrwRElOb5X_nxkYkrzKYzn 1-6-8 7-11-5 14-4-3 20-9-0 26-6-15 32-4-14 1-6-8 6-4-13 6-4-13 6-4-13 5-9-15 5-9-15 Scale:1:52.6 x4 �1 O ( r• (' t 4x6= C2x4a X11 m61n �_aE �1, 6 — � �(``�' ✓� :7..'• ... 6.0012 lly p 3141, VV r 1� W7 W7 3 W5 -Aj 2 4 )0�311o.i 20 11 2 �G 1 i6 8 ' - -• - 12 11 10 , 9 13 , ^x�"M •^' r.:.r7p67pr�v;,: ..'i+4'••sS: 5ffi3x4= 5x6= 4ffi= 6x6= mall giOd APD _ each-Pc?G tool o I 60,t-k Pace 1-6-8 11-1-12 20-9-0 1 26-6-15 32-4-14 1-6-8 9-7-4 9-7-4 5-9-15 5-9-15 Plate 011sets X Y: 1:0-3-9,0-1-81,13:0-3-0,1 5:0-5-40-2-0 9:0-3-0 0-2-12 11:0-3-0 Ed a 12:0-4-0 0-3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.27 11-12 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.70 11-12 >525 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.09 9 n/a n/a Weight:231 to FT=20% BCDL 15.0 Code FBC201 O/TPI2007 (Matrix-M) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except BOT CHORD 2x4 SP M 30*Except' end verticals. B3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.2*Except' WEBS 1 Row at midpt 7-9,3-13,4-11,5-10 W1,W2,W3,W4,W5:2x4 SP No.3 2 Rows at 1/3 pts 6-9 SLIDER Left 2x4 SP No.2 1-4-12 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS (Ib/size) 9=1695/0-3-0 (min.0-2-4),13=1872/0-8-0 (min.0-2-6) Max Horz 13=410(LC 12) Max Uplift9=-389(LC 12),13=283(LC 12) Max Grav9=1887(LC 17),13=2006(LC 17) TOP CHORD 1-2=-357/127,Max. 2-3=-392/193,3-18 rces 250 24212%35 818-19=ss 82332/543 shown.pt when 4-- 9=-2239/557, \\\\``\\`` 4-5=-1571/435,5-20=-852/291,20-21=-852/291,6-21=-852/291 �� wS BOT CHORD 1-13=-343/85,12-13=-883/2244,12-23=-745/1927,23-24=-74511927,11-24=-745/1927, �� J�.• GENS 11-25=-461/1323,10-25=-461/1323,10-26=-291/852,9-26=-2911852 \ \\ F WEBS 2-13=-584/429,3-13=-2282/448,3-12=-163/290,4-12=-140/559,4-11=-933/439, 5-11—256/1101,5-10=-987/356,6-10=-255/1132,6.9=-1806/619 = * ' O 4869 _ NOTES 1)Unbalanced roof live loads have been considered for this design. -- LtJ 2)Wind:ASCE 7 10;Vult=130mph(3-&econd gust)Vasd=101 mph;TCDL=4.2psf;BCDL=5.Opsf;h=25fh B=100ft;L=100ft;eave=l l f� II;Exp C; E 7- 0;Vult .18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 10-0-0,Interior(1)10-0-0 to 20-9-0,Exterior(2)20-9-V O 8/14/2014 � 30-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 T STATE OF 3)Provide adequate drainage to prevent water ponding. , COR1D , 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. </ 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N 'i1'/s1O N AL fit between the bottom chord and any other members,with BCDL=I5.Opsf. / 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jotnt(s)except(il=1b)9=31 //0/11100\ 13=283. 1109 COASTAL tAY 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. BOYNTON BEACH,F L 334' LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1400029 M8 Monopitch 14 1 A0002166 Job Reference(option 1 Southern Milling,Lakeland,FL 33802,Mike Hyde 7.510 s Jan 20 2014 MiTek Industries,Inc. Fri May 0212:15:13 2014 Page 1 I D:RzKOIALzRmflx7]Wv8JbgJzoDL7-oGM5wrAkWimohlmFbt3PlkYluFTOGLPIwDSJ03zKYzI 1-6-8 7-0-0 1 13-0-0 18-0-0 24-10-12 28-9-15 1-6-8 5-5-8 6-0-0 5-0-0 6-10-12 3-11-3 ara.,:54.6 X 7 CaMbw.6MM 20 21�2t�1/21, 600,2 4.1 6 �t,a00d W 0 1, 1110, L 6x6 i 7' 6 44= 3x4 i 4 2x4= 16 Us i 3 Vi 3x8. �Qdck 4'�G 2 64) ,16 6x6= 7x6 WB= 3x4= ~�a 1 2x111 3x4= 2x1 II �Np ,1-6-81 7-0-0 , 13-0-0 18-0-p 24-10-12 28-5-15512839 — 15 5-5-8 6-0 0 5-0-(W' T ( 6-10-12 3-7-3 00 _Plate Offsets(X Y) [2 0 2 8 0 1 81 [3 0 3 0 Edge] [5:0 4 0 Edge] 16:0-1-12,6-1-121,f8:Edge 0-2-4] [9:0= -8 Edge] 111:0-2-12,0-4-81,[14:0-3-0.0-2-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.41 12-14 >799 240 MT20 244/190 TCDL 20.0 Lumber Increase 1,25 BC 0.82 Vert(TL) -1.01 12-14 >321 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.13 8 n/a n/a Weight:2301b FT=20% BCDL 15.0 Code FBC2010fTPI2007 (Matrix-M) LUMBER BRACING TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied or 3 0-0 oc purlins, except T1:20 SP No.2 end verticals. BOT CHORD 2x6 SP 240OF 2.OE*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B3:20 SP No.2,B4:2x6 SP No.2 WEBS 1 Row at midpt 11-16,6-8 WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at JI(s):16 W1 1,W7,W9:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 20 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 8=2380/0-8-0 (min.0-3-1),15=2030/0-8-0 (min.0-1-12) Max Horz 15=565(LC 12) Max Grav8=2599(LC 17),15=2080(LC 17) FORCES (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2816/100,3-20=-2230/0,4-20=-2111/0,4-5=-1951/0,5-21=-2959!0,6-21=-2940/0 BOT CHORD 14-15=-610/411,13-14=-631/2616,12-13=-631/2616,11-12=-1 74/2009,9-10=0/352, 6-9=0/3219,8-9.-47/2582 WEBS 2-15=-1957!326,2-14=-24/2279,3-12=-721/574,11-16=-1 078/363.5-16=-1079/363, 9-11=-277/3323,5-9=0/615,6-8--3485/54 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=5.0psf;h=25fh B=100ft;L=100ft;eave=l lft;Aqa J��,• \C"ENS < ,C� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ` ,• \ F 2)C-C wind load user defined. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. •s 4)-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0 4869 fit between the bottom chord and any other members,with BCDL=15.Opsl. 5)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must reviM _ W_ loads to verily that they are correct for the intended use of this truss. 6)'Seml-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8/14/2014 7)"NAILED"indicates 3.10d(0.148"x3")or 3 12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. STATE OF LOAD CASE(S) ........ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��i /// Continued on page 2 110 9-BOAS TAL BAY BOYNTON`'aEACH, FL 3343E Job Truss Truss Type Ory Ply ,� 1 A0002139 J1400029 M20 Monopitch Job Reference otional Southern Milling,Lakeland,FL 33802,Mike Hyde 7.510 s Jan 20 2014 MITek Industries,Inc. Fri May 02 12:15:14 2014 Page 1 ID:RzKOIALzRmllx7iWv6jWzoDL7-GSwT8BBMHOufJsLS9abery5zDfob7ugs9tBsyVzKYzh 1-6-8 5-8-8 11 1-8 16-6-8 21 7-14 27-0 13 27 8 13 1-6-8 4-2-0 5-5-0 5-5 0 5-4 14 0 S-0 Scale-1:55.7 6x12 4 Camber 1/4 in 6.00 V2 6 7 APO/� APO pk( 6 �• /J SIX (//211 �l.�lA1 co 5x6 4-S �pa1a^ ►1 •C 8� ) 12 314, 6 2 1 — 9 4 4x6 4 4x4. o s l o� 10 fS,Q� • 2.11 'b 5 2x411 2xg S��I)1C 2011 14.42,2 ntl� a(�S 2 2 6.00 V2 or/l 21tD t 12 �D � 2x411 16 14 3x6 11 08— 6,0 MT2 )D 11-1-8 F1'6_8 8-5-0 1068 13-6-13 16-6-8 1 21-1-6 1 27-0-4 0 a 10 27r4-7 1-6-8 6-10-8 2-1-80 7-0 2-5-5 2-11-11 5-1-6 I 5 4 14 Plate Offsets(X Y) [1:0-3-9.0-1-81.[3:0-1-12,0-2-01.14'0 2 1 2 0-3-01,[6:0-3-0.0 3.01 [7.0-2-0 0-3-0) [9:0-3-0 0-1-0) [11:0-4-0.0-2-8].[14:0-4-0,0-2-81,[16:0-2-12 0-2-81 LOADING(pst) SPACING 2-0-0 CSl DEFL in (loc) 1/deli L/d PLATES GRIP Vert LL TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.1016-17 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.3416-17 >309 180 MT20H 187/143 BCLL 0.0Rep Stressincr YES WB 0.46 Horz(TL) 0.10 23 n/a n/a Weight:225 lb FT=20% BCDL 15.0 Code FBC2010ITP12007 (Matrix-M) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2'Except' end verticals. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3*Except* JOINTS 1 Brace at JI(s):13,11,15 W12:20 SP No.2 FMITek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 1-4-12 Installation guide. REACTIONS (ib/size) 16=2173/0-8-0 (min.0-2-11),17=342/0-8-0 (min.0-1-8),23=999/0-7-4 (min.0-1-8) Max Horz 17=555(LC 12) Max Upliftl6=406(LC 12),23—215(LC 12) Max Grav 16=2299(LC 17),17=342(LC 1),23=1177(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-24=-528/743,4-24=-5101756,4-5=-587/0,5.6=-802/0,6-7=-853/84.9-18=0/468, 7-18=0/464 BOT CHORD 16-17=-307/3,i4-16=-51/444,5-13=-647/157,11-25=-362/25.9-25=-365/24I \\ 15-16=-1388/119,13-15=-1404/145,12-14=-52/526,10-12=70/555,10-26=68/506, 9-26=-53/555 ``os WEBS 3-16=-492/391,4-13=-263/1014,6-11=-458/230,7.11=180/972,3-17=-366/438, ��\��v 4-16=-770/351,10-11=0/290 \ �J . '\,\CENS� •_� i NOTES \ ••,•* �: 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=5.Opsf;h=25ft;8=10011;L=100ft;eave=lilt;C* �• o 869 _ 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 10-0-0,Interior(1)10 0-0 to 27-8 13 zone;C C for= members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 = T 2)All plates are MT20 plates unless otherwise indicated. $/14�20�4 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. .+. W 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3 6-0 tall by 2-0 0 wir�v0 STATE OF fit between the bottom chord and any other members,with BCDL=15.0psf. 5)Bearing at joint(s)23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verily cap�� Ft ORIO of bearing surface. 100 Ib uplift at joint(s)except Qt=1b)16=4� G� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding �i7/SAO N A\- 23=215. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1109 COASTAL BAY LOAD CASE(S) Standard BOYNTON BEACH r FL 3343 Job Truss Truss Type Qty Ply A0002138 J1400029 M18 MONOPITCH 3 1 Job Reference o tional Southern Milling,Lakeland,FL 33802,Mike Hyde 7.510 s Jan 20 2014 MITek Industries,Inc. Fri May 02 12:15:14 2014 Page 1 ID:RzKOIALzRmtlx7jWv8jbgJzoDL7-GSwTBBBMHoufJsLS9abery5zFfoa7ues9tBsyVzKYzh 0�11-0 4-6-0 , 9-11-0 15-4-0 20-5-6 , 25-10-5 99-6r5 0�4�0 4-2-0 5 5 0 5-5 0 5-1-6 5-4-15 0 8'0 Scale.1:55.9 6.00 F12 6X12 i 7 Camber.3/e in 66 r`tY 2 1)(�7 r/`v�11 5x6 i / , d Sd 1 N 6x6 i i � B 3 4x6�i 04 2 92X4 II '2x.11 2 SoP�nP 2.411 ,,.,z,z fff „ ho+� 6.00, 'ZXS4 2 2 �.� 2x4 II 15 1341 16 5x6= ,x,= 5x8 MT20H -1 t'll 9-11-00 40 7-2-8 9-4-0 12-4 55-4-0 20-5-6 25-10-5 26 1 15 0-4 0 6-10-8 2-1-8 0 7 0 2 5-5 2-11 11 5 1-6 5-4-15 0- -10 Plate Offsets(X Y) [2:0-1-12.0-2-01,[3:0-2-12,0-3-01,[5:0-3-0,0-3-01,16:0-2-0,0-3-01.[8:0-3-0,0-1-01,110:0-4-0,0-2--8 1 [13.0-4-00-2-8] [15:0-2-12,0-2-81 [16:0-1-12 0-2-0] LOADING(ps1) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.16 15-16 >674 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.5415-16 >203 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.11 18 n/a rVa Weight:219 Ib FT=20 BCDL 15.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B4:2x4 SP No.3 WEBS 2x4 SP No.3`Except` 6 0-0 oc bracing:2,10, W12,W1:2x4 SP No.2 JOINTS 1 Brace at Jt(s):12,10,14 OTHERS 2x8 , No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 15=2219/0-8-0 (min.0-2-12),16=1 55/0-8-0 (min.0-1-8),18=991/0-7-4 (min.0-1-8) Max Horz 16=528(LC 12) Max Upliftl5=-390(LC 12),18=-218(LC 12) Max Grav 15=2341(LC 17),16=191(LC 12),18=1169(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-529/772,3-19=594/0,4-19=-490/0,4-5=-805/0,5-6=-855/84,8-17=0/458, 6-17=0/453 BOT CHORD 15-16=-322/0,13-15=-59/410,4-12=-643/157,10-20=-329/32,8-20—332/31, 14-15=-1384/119,12-14=-1400/145,11-13=-61/48719-11=-78/518,9-21=-76/468, 8-21=-62/518 WEBS 2-16=-5141399,3-12=-256/1037,5-10=-458/229,6-10=-1791977,2.16=-395/505, s 3-15=-772/373,9-10=0/292 \ ' _\CENSE '• �(`'� i NOTES % 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=5.Opsf;h=251t;B=10011;L=10011;eave=l _ * : . O 869 ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C•C Exterior(2)1-4-4 to 11-4-4,Interior(1)11-4-4 to 27-8-13 zone;C-C for_ _ members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ 2)All plates are MT20 plates unless otherwise indicated. f• _ 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. .: w— 4)'This truss has been designed for a live load o1 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide 0�. $�14IZO14 ((/ fit between the bottom chord and any other members,with BCDL=15.Ops1. T STATE OF 5)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capr�i of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)except Qt=lb)1 '% S�0 N A\_ \\\ 18=218. 7)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. 1190 9 COASTAL BfiY LOADCASE(S) Standard BOYNTON BEACH, FL 3343 Job Truss Truss Type City Ply J1400029 M16 MONOPITCH 5 �J.b A0002137 erence(optional) Southern Milling,Lakeland,FL 33802,Mike Hyde 7.510 s Jan 20 2014 MiTek Industries,Inc. Fri May 02 12:15:13 2014 Page 1 ID:RzK01ALzRmtlx7jWvBjbgJzoDL7-oGM5wrAkWimohimFbt3PlkYngFSvGOMjwDSJ03zKYzI 0-&-0 4-6-0 1 9-11-0 , 15-4-0 20-5-6 25-10-5 2f-61-5 0-4-0 4-2-0 5-5-0 5-5-0 5-1-6 5-4-15 0-8-0 , II IN�� Scale=1'53.6 UV 6zi2 i Camber.1/21n 6.00 12 66x8 t� �ovtl��l 1ccLP�i Ion 21I0 *-2%41W 2�4t�( ;' }L " 5x6 0 �pdSit 0•L i u 5 bbfia3x4 J 214 1 0 CIA 5x6 i 1 — 3 4 1 — 100'`I e. 4x6 i a 4x4 2x4 a ,5 4 2x4 11 !I`'P id' ?'Wor 14.42 12 3x4 II 2 1 TT 1 6.00 12 R. 11 0' L .. 2x4 II 1 16 13 16 4x8 TM= 5x8 3x10 M - Iod Qack�4 0-&-o 7-2-8 9-11-0 12-4-5 15-4-0 20-5-6 25-10-5 26-1-15 0-4-0 6-10-8 2-8-8 2-5-5 2-11-11 5-1-6 5-4-15 0- -10 Plate Offsets(X Y) [2:0-1-12,0-2-01,13:0-2-8,0-3-4).[5:0-3-0,0-3-01,[6:0-2-0,0-3-01,[8:0-2-12,0-0-121.110:0-4-0.0-2-81,113:0-4-0,0-1-151,[15:0-2-12 0-2-01 _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.18 15-16 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.72 15-16 >436 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.20 18 n/a n/a BCDL 15.0 Code FBC2010ITP12007 (Matrix-M) Weight:219 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except BOT CHORD 2x4 SP No.2`Except' end verticals. Bi,B2:2x4 SP M 30,B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. Except: WEBS 2x4 SP No.3*Except* 5-1-0 oc bracing:8-10 W12,W1:2x4 SP No.2 10-0-0 cc bracing:10-12 OTHERS 2x8 SP No.2 WEBS 1 Row at midpt 2-16 JOINTS i Brace at Jt(s):12,10,14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 16=1594/0-8-0 (min.0-1-14),118=1770/0-7-4 (min.0-1.8) Max Horz 16=528(LC 12) Max Upliftl6=-62(LC 12),18=-355(LC 12) Max Grav 16=1599(LC 17),18=1991(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD i-2=-363/9112-3=-2119/129,3-19=-2334/315,4-19=-2239/335,4-5=-1 273142, 5-6=-1326/169,8-17=-124/1026,6-17=-122/1019.i-16=-3061128 \ BOT CHORD 15-16=-795/1964,13-15=-318/1500,4-12=-87/503,10-12=-302/706,10-20=-1319 /274, �� vS S 8-20=-1323/273,14-15=-415/838,12-14=-336/597,11-13=-333/1607,9-11=-369/1720, �� ,.• ''' ••; �,(� �� 9-21=-3 6211 627,8-21=-348/1719 \ �J . \CENSE `. WEBS 2-15=-4/280,4-10=-1130/411,5-10=-464/231,6-10=-318/1568,2-16=-1933/164, 3-15=-534/317,13-14=-424f78,9-10=0/340 = *; 0 869 _ NOTES _ 1)Wind:ASCE 7-10;Vult=130mph(3 second gust)Vasd=101 mph;TCDL=4.2psf•,BCDL=5.Opsf;h=25ft;B=100ft;L=100fh eave=l l f�eu 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-4-4 to 11-4-4.Interior(1)11-4-4 to 27-8-13 zone;C.0 for = W members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 01 8/14/2014 ((� 2)All plates are MT20 plates unless otherwise indicated. y T STATE OF 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. y 4)'This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi l FCORIO P •• fit between the bottom chord and any other members,with BCDL=15.Opsf. s 5)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capach, /� �Q NM- of M-of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)16 except(jt=lb) 1109 COASTAL. BAY COTlifl u§5�'onpage 2 BOYNTON BEACH, FL 334: Job Truss Truss Type Qty Ply A0001382 029FLATS FR31 Flat i 1 Job Reference o tional Southern Milling ,Lakeland,FL 33802,Mike Hyde 7.520 s May 8 2014 MiTek Industries,Inc. Wed Aug 13 16:10:29 2014 Page 1 ID:RzKOIALzRmtlx7jWvaibgJzoDL7-EpH 100gell9ycBHgul x8rvYL_SoTvLc9ROM3zsyoDn8 -0-8-8 1-6-0 3-4-9 4-10-12 5-6-12 0-8-8 1-6-0 1-10-9 1-6-3 0-8-0 sale:1'=I' 1 sxs= 2X4 II 20 II 5xs= 2 3 4 S 8 T1 1 N W1 W2 wl Wl W3 Wl `7 2-10a LJ C ccs t4 10 9 9 30= 2x4 I I 2x4 II 3.= AW 2X9,-k 2 �P►n� 'C�k �-4 ccs c_ 1-6-0 3-4-9 4-10-12 1-6-0 1-10-9 1-6-3 Plate Offsets X Y-- [2:0-2-8,0-2-121. 5:0-2-8 0-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 75.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.01 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 2 n/a n/a Weight:30 Ib FT=20 BCDL 15.0 Code FBC2010/TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10 12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=670/0-2-0 (min.0-1.8),5=659/0-2-0 (min.0-1-8) Max Uplift2=-95(LC 8),5=-92(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-255R2,3-4=-255R2,4-5=-255/72 BOT CHORD 8-9=-72/255 WEBS 2.9=-128/447,3-9=-311/125,4-8=-312/126,5.8=-126/440 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=5.opsf;h=25ft B=10011;L=100ft;save=l1it;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Lrmin-20.0 psf /7 2)Provide adequate drainage to prevent water ponding. �� �v S 3)This truss has been designed fora 10.0 psI bottom chord live load nonconcurrent with any other live loads. i 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6 0 tall by 2-0 0 wide�itl ,J�!.•'�\CENSF fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 Ib uplift at joint 2 and 92 Ib uplift atioil o869 _ 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. B)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Ui $/14/2014 LOAD CASE(S) Standard STATE OF ' � •.,FCORIDP.•�� � 1109 COASTAL BAY BOYNTON BEACH, FL 3343.' Job Truss Truss Type Qty Ply A000i383 029FLATS FR32 Flat i i Job Reference o lional Southern Milling,Lakeland,FL 33802,Mike Hyde 7.5', s May 8 2014 Mi Industries,Inc Wed Aug 13 16:10:30 2014 Pagel ID:RzKOIALzRmtix7jWv8jbgJzoDL7-iorPDMrGW3HpElriSkSNN75V9s64emVJg45cVlyoDn7 -0-8-8 2-4-2 4-6-9 6-10-11 7-6-11 0-8-82-4-2 2-2-6 2-4-2 0-8-0 Scale-1:16.7 i 6XG= 2z4 II 20 It S= 6 2 3 4 Ti F e 0 LJ U T wl W2 wl wl W2 �m-(oil a, LO L% ad? Pucl, 10 9 9 3X4= G 2z4II ZKg 3z4= ooi4, P'Of a Bao # Gbf7� 'Od �tjp. [ G4� ' �O(,t sin 2-4-2 4-6-9 6-10-11 2-4-2 2-2-6 2-4-2 Plate OffsetsX 2:0-2-130.3-0 15:0-2-8,0-3-0] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 75.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.01 8-9 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.02 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 2 n/a n/a Weight:38 Ib FT=20/ BCOL 15.0 Code FBC201 OITP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (]b/slze) 2=889/0-3-0 (min.0-1-8),5=879/0-3-0 (min.0-1-8) Max Uplift2=-115(LC 8),5=-113(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-620/162,3-4=-620/162,4-5=-620/162 BOT CHORD B-9=-162/620 WEBS 2-9=-200/764,3-9=-407/149,4-8=-408/149,5-8=-199n61 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=lolmph;TCDL=4.2psf;BCDL=5.Opsf;h=251t;B=100ft;L=100ft;eave=111t;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions \ shown;Lumber DOL=1.60 plate grip DOL=1.60 Lrmin=20.0 psi \��� ``S S ` 2)Provide adequate drainage to prevent water ponding. V `\ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � �� 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6 0 tall by 2 0 0 wiC1e .• �,CENSF i fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ib uplift at joint 2 and 113 IbloAlkt.• O 4869 joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. — _ 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in, — LOAD CASE(S) Standard 8/14/2014 W STATE OF \�\ /s!O N AL\���`��• 1109 COASTAL BAY BOYNTON BEACH, FL 33435 �029:F�LATS Truss Truss Type Oly Ply A0001392 FT10 Flat 1 1 Job Reference o lional Southern Milling,Lakeland,FL 33802,Mike Hyde 7.520 s May 8 2014 MITek Industries,Inc. Wed Aug 13 16:10:30 2014 Pagel ID:RzKOIALzRmlix7jWv8jbgJzoDL7-IOrPDMrGW3H'EIrtSkSNN75NSsxTeeHJg45cVlyoDn7 6-8-1 9-2-2 11-11-10 1 -6-10 -0-8-8 1-7-15 4-2-0 2-9-9 -7- 0-8-8 1-7-15 2-6-1 2-6-1 2-6-1 Scale-1:22.0 Dead Load Dell.-113 in e 2.5 P KP Lao+ _ Lcj 1oc{3t1c7 c 2x4 II _ _ 2x4 II 2x4 II 3x4_ 6 7 1 2 6x6 3 4 T1 I W1 W9 W3 w1 W3 w1 q W1 w2 w1 R Bi 10 9 f 13 12 r`1 3dx3 = 4 = 2W II r�_1O"I zee 11 42�oJ vcdi 1�✓vtChc��'�cG 2 11-11-10 9-2- 1-7-15 4-2-0 1-7-15 2-6-1 5-0-2 2-9-9 Plate Offsets X Y-- 2:0-2-8 0-3-0 7:0-3-0 0-2-12 10:0-1-8 0-1-12 12:0-2-8 0 1 8 7r- T G(psf) SPACING 2 0-0 CSI. DEFL in (Loc) I/deft Id PLATES GRIP 75.0 Plates Increase 1.00 TC 0.77 Vert(LL) 0.181011 >770 240 MT20 2441190 CDL 20.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.33 10-11 >420 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.03 2 n/a n/a Weight:63 lb FT=20% BCDL 15.0 Code FBC2010/TP12007 (Matrix-M) BRACING LUMBER- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except TOP CHORD 2x4 SPM 30 BOT CHORD 2x4 SP M 30 end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3'Except' FW Tek 2x4 SP No.2 ek recommends that Stabilizerrsd re anquired cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=1448/0-5-0 (min.0-1-11),7=1422/0-5-0 (min.0-1-8) Max Uplift2=-168(LC 8),7­161(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-313!72,2-3=-1560/298,3-14=-1560/298,4-14=-1560/298,4-5=-1560/298, 5-6=-1610/305.6-7=-1610/305 BOT CHORD 11-12m-298/1560,10-11=-435/2139 WEBS 2-12=-468/2440,3-12=-1127/243,5-11=-7011175,5-10=-641/174,6-10=-4101127, 7-10=-353/1869 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=1011nph;TCDL=4.2psf;BCDL=5.opsf;h-25ft;B=100ft;L=100ft;eave=lift;Cal. ctional)and C-C Exterior(2)5-5.3 to 15-3-13,Interior(l)15-3-13 to 18-8-5 zone;C-C for Ii;Exp C;Encl.,GCpi=0.18;MWFRS(dire members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Lrmin=20.0 psf 2)Provide and drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. \GENS 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \ �, F '•.* / fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 2 and 161 Ib uplift at O 869 joint 7. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. L J $/14/2014 LOAD CASE(S) Standard �10 STATE OF FCORIDP •' /`S/O N A\- -- \ ill 1109 COASTAL BAY BOYNTON RFACN. FT. Job Truss Truss Type OtY Ply 029FLATS FT17 Flat 1 1 A0001399 Job Reference o tional Southern Milling,Lakeland,FL 33802,Mike Hyde 7.520 s May 8 2014 MITek Industries,Inc. Wed Aug 13 16:10:30 2014 Page 1 ID:RzKOIALzRmtlx7j Wve)bgJzoDL7-IOrPDMrGW3HpElrtSkSNN75Nasxged4Jg45GVlyoDn7 i-0-8-8 1-9-10 , 4-3-11 1 6-9-12 , 9-3-13 , 12-1-52-8- 0-8-8 1-9-10 2-6-1 2-6-1 2-6-1 2-9-9 b 7 0 Scale"122.2 Dead Load Dell."118 h �� 1�-I-� •fir 10013/�oL 2x4 11 6- 2x4 I I 3x4= x8— 2x4 It 6 7 8 1 2 6x8= 3 4 6 f T1 to W1W2 W/ wl W3 W3 W1 W3 W1 W • 13 12 11 3x4= 10 • _ 4x8= 2r4 II 2x411 4x6 �t s/�6, ^IKe e-►od G7�Y/o�� �tr&s z-l o d 1-9-10 4-3-11 9-3-13 12-1-5 1-9-10 2-6-1 5-0-2 2-9-9 Plate Offsets X Y - 2:0 2-8 0-3 0 7:0-3-0 0-2-12 10:0-1-8 0-1-12 12:0-1-12 0-1-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 75.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.18 10-11 >778 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.33 10-11 >424 180 BCLL 0.0 ' Rep Stress incr YES WB 0.90 Horz(TL) 0.03 2 n/a n/a Weight:64 Ib FT=20% BCDL 15.0 Code FBC2010frP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD 2x4 SP M 30 and verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. W2:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1464/0-5-0 (min.0-1-12),7=1437/0-5-0 (min.0-1-8) Max Uplift2=-170(LC 8),7=-1 62(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-273/65,2-3=-1633/311,3-14=-1 633/311,4-14=-1633/311,4.5=-1633/311, 5-6=-1633/307,6-7=-1633/307 BOT CHORD 11-12=-311/1633,10-11=-440/2185 WEBS 2-12=-464/2435,3-12=-1093/236,5-11=-668/169,5-10=-669/179,6-10=-410/127, 7-10=355/1896 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=5.Opsf;h=251h 8=10011 L=1 0011t;eave=1 tit;C�\ -C Exterior(2)5-3-8 to 15-3-13,Interior(1)15-3-13 to 18-8-5 zone;C-C for \�� VS S.k 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Lrmin=20.0 psi Jam`'.• ""' •:,�� i� 2)Provide adequate drainage to prevent water ponding. \ �1GENSF ''• i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 1;i*VwUl o 4869 fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 2 and 162 Ilrupl�ift a( _ joint 7. _ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. —70 $/14/2014 LU 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 4(/ STATE OF LOAD CASE(S) Standard FCORIOP• �`� •.....• //IONIA\-\ 0 1109 COASTAL BAY BOYNTON BEACH, FL 33435 Job Truss Truss Type City PIY A0001400 029FLATS FT18 Flat 1 1 Job Reference optional) Southern Milling,Lakeland,FL 33802,Mike Hyde 7.520 s May 8 2014 MiTek Industries,Inc. Wed Aug 13 16:10:31 2014 Page 1 ID:RzKOIALzR mtlx7jWv8jbgJzoDL7-ACPoRhrvHN PgsS030SzcwKeZYGG5N6jSvkrA2lyo Dn6 -0-8-8, 2-3-114-9-12 1 7-3-13 10-1-5 10-8- , � 0-8-8 2-3-11 2-6-1 2-6-1 2-9-9 0-7-0 scale.1:16.9 ?X4 bot�,Pq r i,�3 c� c $4 2 Sc�lhc ! fl sx6= 1 6x6= 2 2 II 4 3x4= 52x4 11 6 7 T1 � 1� wl W2 wt Wt W3 wl W3 wt p 7 1P b B1 El 10 6 300= 62x411 12x4 II 40 1= 2x4 II 2�lv�n2�P►ke d, Pu � 0)os l6d Pb,�, WW 2-3-11 4-9-12 7-3-13 10-1-5 2-3-11 2-6-1 2-6-1 2-9-9 Plate Offsets(X Y) (2:0 2 8 0 3 01 (6:0 3 0 0 2 12) (9:0-2-0 0-1-8) (11:0-1-12 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 75.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.15 9-10 >794 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.02 2 n/a n/a Weight:54 Ib FT=20% BCDL 15.0 Code FBC2010/TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-3 cc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1244/0-5-0 (min.0-1-8),6=1217/0-5-0 (min.0-1-8) Max Uplift2=-149(LC 8),6--142(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=1315/290,3-13=1315/290,3-4=-1315/290,4-5=-1299/285,5-14=-1299/285, 6-14=-1299/285 BOT CHORD 10-11=-290/1315,9-10=-290/1315 WEBS 3-11=-703/195,5-9=-622/185,6.9=-331/1509,2-11=-376/1708 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=5.Opsh h=251t;B=100ft;L=100ft;save=l ift;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)7-3-8 to 17-3-8,Interior(1)17-3-8 to 18-8-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-11.60 plate grip DOL=1.60 Lrmin=20.0 psf 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ 10ENSF �� 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide will _i fit between the bottom chord and any other members. * 0 4869 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 Ib uplift at Joint 2 and 142 Ib uplift at_ joint 6. — ; W — 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ Ulf= 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8/14/2014 Uj LOAD CASE(S) Standard �O STATE OF '•.FCORIOP.•����� \ 1109 COASTAL BAY BOYNTON BEACH, FL 334 uS Job Truss_ �FLAT� aY \ J1400029 FT4 18 Job Reference o i Southern M1II ng,Lakeland,FL 33802,Mike Hyde 7.510 s Jan 20 2014 MTek Indo Aries,Inc n a 09:04:3 1 age 1_ ID_RzKOIALzRmtlx7iWvaibgJzoDL7-Ob6LkGb�tS1 of —9-6 -14 14-1-9Lu -0-7-0 Q7- 2-7-3 4-10.13 7-2-8 T - ' - S 2t�oa 0.7.2-7-3 2-3-11 2-311 1 23-11 U STATE OF �ORID 3 .,//s/O iN All- 1109 `1109 COASTAL BAY BOYNTON BC, FL 33435 ¢aa if is II S.G_ 2.4'1 bai= f 26— 3 S 45 I I � w o t i w s, 82 '1 3 12 ,t i7 ,5 t5 6A= 2M It if a� 6x!= 3a4 2 = 5*= add 2x4#2 sopine one piece added 1750# one face 10d 311oc 2 rows add 2x12#2 sopine add 3/4" plywd or same face one piece no splice opposite face 10d 311oc 2 rows lOd 2"oc all chord/web/vert chord/web DO NOT US OSB. 2-7-3 7-2-8 9-6.3 , 16-8-11 2-7-3 4-7-5 Y) 2-3-11 } 4-7-5 2-7-2 Plate Offsets tX ' (2'0.2-8 0-3-01.[7:0-3-0 0-3-0 9:0 2-8 0.3-01,(12 2:U.0 3 4 16:0 2-8 0-3 4 LOADING(pst) SPACING 2-0-0 CSI DER in poc) Udell Ud PLATES GRIP TCLL 75.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.11 14 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.26 14 >749 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(TL) -0.09 9 n/a n/a Weight-.198 Ib FT=201% BCDL $5.0 Code FOC2010ITP12007 (Matrix-M) LBRACING UMBER TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except TOPCHORD 20 SP No.2 end verticals. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 SP No.2 REACTIONS (Ib/size) 2=2935/0-4-0 (min.0-1-12),9=2872/0-4-0 (min.0-1-11) Max Uplift2=-234(LC 4),9--230(LC 5) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-36931246,3-4-3693/246,4-5--7257/496,5-6=-7257/496,6.7=-7257/496, 7-8=-3539/235,8-9=-3539/235 SOT CHORD 15-16.-42415838.15-18--424/583a.14-IS.-42415838,14-19--4W/267.13-19--496/7257. 12-13=-416/5727 WEBS 2-16--284/4315,3-16=-375/72,4-16=-2624/221,4-14=-90/1737,5-14=-364167, 6-13=-458174,7-13--100/1872,7-12--26771224,8-12--390/73,9-12=-271/4129 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows. Top chords connected as follows:20-1 row at 0-9.0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:20-1 row at 0-9-0 oc. {■ 2)All(pads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. . � / 3)Wind:ASCE 7-10;Vult=130mph(3 second gust)Vasd=101 mph;TCDL=4.2psf;BGDL=S.Opsf;h=25ft;B=i OOtt;L-100tt;eave=lltt;Cat. 4:01 LICENSE�' 11;Exp C;Encl.,GGPI=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL-1.60 Umin=20.0 os( . .� 4)Provide adequate drainage to prevent water ponding. rry' 5)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads, No.42704 � 6)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide-1 11 . fit between the bottom chord and any other members. 0 Ib • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 234 Ib uplift at joint 2 and 23uplift at is STATE OF .• joint 9. • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • ��. 10)"NAILED"indicates 3-1 Od(0.1 48"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. /�j•'• •���.•• r LOAD CASE(S) Standard Continued on page 2