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6th Street West 45
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I �Z,, " , I , , 000000o0000000000o.00 , . 0 00000of JACKSONVILLE STANDARDS FOR . 7\_ DISTRIBUTION MAIN y - 06poo4po 00 00 00C)OP 0 0 " . I V 1.-,,,, ,..-,f iz. � FRAME 0 . 0"'90%-0, . . . . � � �_ z C . , 0 . '' . . ,�ff .- 0 0, 00 00 00 0 . 0 0 -�� . I I ._i, -, -� RIGID PAVEMENT I . I . '. I ,_� CAR 0 0 0 000 On a 0 0.00130,0. -, . �_ I I . - ,,� -1� _.. I I f__ (D o �G &�O.q o'P o q 0 op Q 0 0 0 Q� C EXIST, GRADE . . . -1�. . 1� NOJES: . . . . . I ,�,.�;�; I STALLS 0 0 0 <��,ca 0 0 Q�C�, 0 0 Q 00 00 00 .: . . I I .'.. "1"J. I I I F__ I-_ C\I 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 r . I . . , 1�. . � 5/8".3/4-, & 1- METERS SHALL BE INSTALLED IN _�� I N 0 0 0 C2 0 00 0 to 0,0 0 0 o 0 00 -, -, .1 � '..� . . I;",,. 4, . :! . - � . . ,4,�,,�,. . < 0 0 0 at)00,0 )00 0000000, O6 0 100 0 100 6 100 11 000, . 1 4�, .- �io-, . , ` " I . /t', �00, 0 000 0 0 0 0 i . . 6 ,,,, . 1, . 44, &. � .. . . ,I , 00 00 01 0 <;�C) I . . - 1. . _ . 11- _ _-, .. I . "BROOKS NO. 37 W/ NO. 37-T CAST IRON TRAFFIC - . 1�2 00 G,0 AC -_ _. I 1 . @_ � , , ,: , �'��,' �I . I- _J _J � e 0 0 0"q o"o 0,0 0,0 0,0 0 I 1 , , .,�. . . I . . ..,... . 1 ! 0.1�,� . 0 � Q 00 00 00 0 P oe- _i. ,. . '. ;1. '.-1�.,,-_: ' .. . I 1. 7 j ' co 6 ., _ ...'A'.?, .; .. , .. 1 . 11 '.I ., �0 0 0 00000op (0 0,306 o CEO a e6 a 006 0 C, 0( . � COVER METER BOX OR EQUAL. U I I . ' 0 � , , ",�_ ',,.. ,.,. . 00 00 0 On 0 t�.o a 00 0 00 0 0 0 0 0 0 0 L . I �.,.;, I _.. � . :-.,!. .%': ,;.,. ., � .. ..1 ., I . ,., 6 '00 , _, ,_ 'i , I , - I , .� - I (:7 0 V,0 ao Q0 00 00 0C) 00 OQ C�0 C, 0 0 C�O. C . I` I , _� .- - . . .,�.. �: I , ..'�,,',� .. 1 1/2" & 2m METERS SHALL BE INSTALLED IN �o � 0 00 00 00 QQ-00 00 00 00 00 0, 0 00 00 0 1 - I. I'. 1. ��.,!"� - �.... ._. .- -". ..'� .,- , I .-.,.. ,t.., Q 0 0 0 a 0 o 0 ,� 0 () 0 0 0 0 0 0 0 Q 0 0 0 o 0 o 0 C . - _ . . I . I, � I I .... I -11:.. , "' ".,-. 11 - ,I I..�,I . 1 , �, - ,:'�",�, I I., -BROOKS NO. 65 W/ NO. 65-T CAST IRON TRAFFIC 46 06000 000 000 000000 000 000 000 066 000 Ono O'§0 0, . L - - - _- I .: ..._. . ; - 1' '� �, , � , x I I , Q0 00 QO C�o Vo IPO 00 oc> 00 . %�.��;.�,, . 4? a 0 0 C) 0 0 0 O 0 O C?,p Q p. Cl c, 0 . - ,, , ��._, ,. COVER OR EQUAL. . . .---------- C, C6 a 000 0 0 o 000 o 0 0 0 60 00 00 00 do 00 ( . I . . , ,, I ,,: �00 0 . � I . , 11 ".. '.1 .4 �. I // 0 C0 Ob n 00 q009,000 Ono 000 coo Ono 0, . I . . � ," '� ., . 0O,6qQ000C;V00 00 0 06 <>Q C�Q 00 00 ,00 C MATCH EXISTING GRADE 5" PORTLAND CONCRETE CEMENT . 1. .��, - '. _J L — - �///_//,X//////////////// 0 00 00 00 00 CIO 00 0 . � " . .,�,',),A! 0 0� :,". ,-t '" / ,�,Q 0"0 0,0 J,0 .Q 0 0 01 9 0(F 0 � 0 0 0 0,0 0 C . . . . .,__�' , , :11,!Z.; , . . . I � I . I 60 060 0 01) Q 00 0 00, � nood or 00 Ono Pso 0, ALONG PROPERTY LINE (3000 PSI 0 28 DAYS) ' I - . � 14 1_ , . /I 00 00 ':),Po0.CJC>C%Q 00 V0 00 , 00 CIO colt . . ��-,�,-.� ,� .�11-1.1 - . I- , I , -� , t TYEIQAL WATER METER INSTALLATION V_ Ly Q. 0,0 00 0 .. . 1 ._.'� I . a 0 0,0 00 .", . __ I Z/ O�flr 1,�":) .-0 ,0 e�p e,0O.Q 0 , I . I . . 1 / 00 0600 Ono 000 000 06 99000, ao 066 0oo 0, 8" STABILIZED SUBGRADE (MIN LBR 30) . . I - 111. 11�!,.1 I,. 11 . . N.T.S. 1;�'Q OQ 00 C>Q '006, -tl> 6>5"00%110 P o"O 0%0 0 0 , - I . I I . �,: . I ".!"I I . I 0 00 00 0 , 0'i 0 . ':t� . 0,0 0,0 0 0 C, 0 i 0 00 6 0 0 . . . I . . 1. � "f � I 0 ; . . . .1. 4.- . . NOTE: CONTRACTOR SHALL COORDINATE INSTALLATION � on 000 000 001�0 a 0 10 oo 001F60 0 oOo 0 0 0 1` ( 0 . ., . '.�41 no 00*0 a. . . � , , ", . I � 50.00' 0 0 0 a -V<) 0 0 00 0 0 0 0 C-.X 0 C) 0 - <>Oor I . . , , "I. � 'L 0 , " I - z 0,0c,coloo o" 0 . . . . 1 ....'�':%4",��j ,. I OF SANITARY SEWER SERVICES WITH ALL OTHEEt . 0 00 00 00 0 . 0 o! 0 O r,fa 01f 0 rj - .-O , . I , I / / 0 0 0 a 0 0 () 0 0 0 0 0 0 0 0 0 0 Q a I � , N 06 Q0000000,000,6000000d.060000, o 000 ,�, . . . , "'k, , , 0 0 ,0.,O� N . .I . ,;�` 711, WILITIE5 PRIOR TO COMMENCING CONSTRUCTION. P / 0000 C-10 <>a 010 00 600 Or> QO CIO C 0 00 00 5 . aPICAL QQNC . . . .,"., � 0 10-00 / // Q 0�b 0 q ,O 0 0 0 0 0 0 0 0 q 0 0 0 , 0 0 0 U 0 0 -RETERAVEMOT SECTIQN-1 . -01t, - -/ �9,0 0',:� o 0 0 C 0 C) 0 0 T_ . . . . . I .,-4; ,� , o 0 000 0 00 0 00 0 00 0 00 i 'O 001, 1- 1 . I T_ / /Z 0 0 0 <2 0 0 e> 0 0 0 0 �000 060 00,000 0 0 0 00 0 eyo . I I ., " pq _.zl_ N.T.S. . . ,,,��", - 01Q .0<;, 010 00 Cho 00 C>'o C>Qopo 00 , C) C;,Q 0 0,(, I ,. ,- 00 0 0 . 0 4) - , , . , , , . // 0 , P Cy 0 0 0 C) 0 0 0,0 o A) . .. Y" ',-'4, I I . .", . ,,, I Z., Q 0 P 0 C) )p 1`0 .. ,,, , ie'!�. , . r-� 0 0 0 0 0 0 6 0 0 <� 0 0 0 0 0 0 0 " 0 0 Q C 0 0 " i. ,..1 ,. . 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I - 0 Q (") 0 0 0 0 0 C .. . _ . . ,:1 1. .". ,J ' _. . , ",`*" I, I . / . 000000000 0 06 .0'a. 00 0,C?0 0, . .. . !�.,O��� �;,,, L,I BROOKS I-RT SERIES / , �N O' 'O,o 0,0 Oe, I '. 4 z . 0 <,p a G?0 0 0 . 00 90 ;Z9 0 <;p 0, 0 0 0 0 C>Q V C% t', I I 1, , ' ' ,� ". 3,000 S.F. % . ( ,( 0 0 0 5') Lri � . .A 1, "'""Z ��,v � e 0 Q 0 4) 0 0 P );� 6 C>p��G'l k) Q 0 ....... .. .. 711 BOX WITH C.I. COVER L'i 0 � � . I 0 0 0 0 * cp."" 11 �' ,I ,,�,,,;.,�, I I � . ��N- (� 0 ,-;� 0 o 6 0 I , . , 1 , �4,, , . 6" WIDE X 6* THK. � '7 . . , . :- (,I, �- � od0000000 Q Q0 066,0 no i?00 000 0 0 t. 1 4"" . . '' . I �� � 6 3 1,�' ; I. 1, CONC. COLLAR SLOPE: � 1) P_ FF EL. = 12.50 , '! �_ NOTES: 11 �41 ""-f . 00 Oo Q e; o 0 C) <�,o C,Q 0,> 1) Q QQ Q0 * .0a, 0. I ;�' . . - , . W 00 oc? 0 . . 1 _�,,,!�11 "'. �_ . (D Q% 0 0 I, "11; , , L� '?0 0 a 0 Q 0 . I,''�, . 4, , 4-SIDES 0 a 0 . Iwo� op, 0,plo 0,6 4 P�� (> ?0 0,0 � 0 - . Iv.., - f;i, - _J " FINISHED GRADE -i I . "'o 0 00 000 0 00 0 60 00 0 100 0 C50 0010 0 Do 0, _J ..I , _t rZI, , 114, . �� s.1-op"�,,Oc,,0 a 0 0 C� Cop 0<, 00 00 -2 OQ 0 " , I 1. ALL WORK SHALL BE IN ACCORDANCE NTH CITY,, , i _1 . lw . ., A 0�9.0 0(a. 00 . 0 1 . I '�,.Lr" I xl-/- I W z 0 000000 .100 ,�) O�?c�,'.�q�o-ocr-",C,��C'e�pf.) �n f 3: . . I . as,',;,.' I .. (�)-J O/ 000000r.�10 00 0 1��az ovC�6000C)CO00000f)PO , GULATIONS. . . .1 ..'��� _Zr:� r>0 QQ .� OQ I?r I ",o 0 0 C>�.> 0 0 �O 0 0 C "� I . I .,e" I =_ --Ili . - , 7 / . . I .; '�'A ::I-I I I I::- — 11 . � Y P " 0 I �vi.,.-, ,., =: , * 1111 1111=111E I / ,-?�p 6""O 0, 01 Q C2 C2,,, C)o 0 Q C, Q 0 Q 0-6 0 a 0 , , . . z -0 0 ,�l 0 o C, 0 0 (2 0 0 0 0 'D 0 9 a k . 0 � � � ." . . - L.L1 .. �. _:" I . / \� �,-0,�,06 e I , , : Pt . - no 0 bo 0 ot) . - 00 000 000 060 oe,o 00o 0, , ,, " , r..' 0 0 0 0 G"-) 0 C, 0 0 C� (,�, Q 0 �',)11 0 0 V 0 Q k.) 0 ft� k 0 2. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES '. %_,�jl.,x � _ x ____ ---: _T Q 0,0 0,a Q- Cy 0 _9 0 0 C, O 0 o -0 0 0 0 0 "e 0 . . . - . . 11. �Vll I -_ 0( a Q Q Cy 0 a o 0 go () ) Q 0 o v d 0 e) 0 Q 0 q> ) , N . 2 1, 1 �4'�,I . I -) '00 -0 0 0-n 0,0 a 000 Ono 000 000 000 C)SO 0, � . . . I ----� STD. CLEANOUT COVER 0 0 / 1 606 0000,00 , IRED 'BY THE CITY OF ATLANTIC BEACH. I I.I I 1, ,.11'. LJ _ � IL < Z/ x 0 o n � t� " , I I W I - Z .. d / "�) CA o oo 01 0 0 0 C>0 v 4'.J 6') a <�?0 0 CC)0< r I I I . . , .,:,; 4 1-#4 CONT. 0 � 0- , _101_�11100 0 0% (11 a 1%, I 1� ,. U-1 W/ THREADED PLUG (.0 �z 1�10Q.l Q r ob 00 I ly . . . . .. I lj1 -C"J :�- / 0 " 00 do o 0. o 0 ( , �111 1 1� 0, ., . I I � li, 0 00-0170 Oat) 000 000 Ogg 000 Ono Ono 000(700 000 0, 0 >_ I ,I I .,.,#, I " " <2 g'0 --6, - <2 0 ,-) - 0 - .0 - ; 1. , te) ' 'd / /Z Q�;) (\I 1 3. LL UTILIZE ALL BEST MANAGEMEN I I (o- �>' 0 <;11'4(, 00000 q>Q 0 0 Q 0 0 C:) 0* 90 00 Cr . � x / \,- 0 O ;) 0 PC) 00 00 0q op of> -00 0 . .. . � , .,;, P q P , o0 0,0 00 00 00 00 00 t . 1 . 2 1 �/z 6 0 0 , 0 0 6 0 0 C.) a 0 V) < < . ..._ . b �// a o Cc) )00()a() 000 pot) 000 Ono 000 000000 Q00 OPDO� PRACTICES TO MINIMIZE EROSION AND SEDIMENTATION OF . . I- I r ,. " I . 1 tn / �._)0 'O 0 c) 00 d�Q �>O cl-�Q C�C) 00 O'd ,00 0 e--.., 3: . . I .. ..- , ,1� N V / �3 a 0 0 C ., 0 0 0 0 0 O (-') () 0 0 0'D i�>0 0 9 p%o p,0 or- ' . ,. I . � �1_ 01i BRANCH 0 0 0 0 .0 0 C) 0 o 0 0 0 -0,0 Q 0 � if,) 0 "')0 " . . I . .. 0 . . . . - 1�,� . / . ' .. a U00 Q, —. CONSTRUCT 57 L.F. < I EXISTING, DRAINAGE FACILITIES. . I I .,; 11,Ili z ItIO f�00 10,900 C'A 00 000 0'0i?'001�0 44�,I-�1111 -_. .1 . cl� ILL. . . " . �.�� . "�110i:,1? r .�C>9 Q 0 IfA,� q dI 0 0 6 co�o"C . . - 6' P.V.C. 45 DEG. EL / Q 0. , 6 ,q 74�. . . . - . �." I 0 q f��o q 0 9 0 Af q 0 F,� .0 0, P,q (%0 0,q 0 . NEW..6" PVC SANITARY . . 0�, ���01�T 9 6 . T_ . I . j? � - -�.,,,�o 0 6 0,d 0 4,P_ Ca 0 a 0 rb:0 t P . ., . � :, �'zj, . � REMOVE 0 o 0 0 . 0 0. 0 C . I 0 1 . � - 15" P . � 'of I , .. .",� . 00000006000000qC9,00 Poo, I 11 ,� . . . INE 00(700 004 00 60 Q 6 0,0 Q 06P 0 -0,6 (P 0 A.0 0 C;�a C SE F- < I I ''I'll ?, .9 ____ . ? 6' WOOD FENCE 00 , . .. WER SERVICE TO . . . - Q ""'i " O _q,0 q 0 O- 0 .0-9 0 0 .0 0 0 . I I . , 0 1 , .1 . 1. 10 C) 0 0 0,d 0 0 0 0 0 4c� o C>-,a 0. 0 (;I -0 Cy. o �?,? I m I-— , :"�� I I \ x __ I z no Ono Ono 000 0 06, 0ao()5V21'1W_AINCtqNR16MWV211 EXISTING LATERAL I � %, . -.:, - ___ . i .A 00 <2 <111 0 0 ��,�) � . I ;,, b �_ - � 014F, -��,P;9: 245.00' r P (P 0 �,,, 0 ) 0 - I .1 - . 0 <) , S = 0.6% MIN, C) , I . N - - -1 0 0 0 &�o o?-t>-- , -L 0 C� , I -, !" �� � I _ 11 , 4�n r l000poO000,00000" op 000, . - -� P.V.C. STOPPER TO BE REMOVED )< *- J 2" PINE f11\ q 0 - - ,--- �"-'.',;. � \_ 6* P.V.C. TO SANITARY I 0 V,oc;�<)C,C) . I o 00 G;<) ��'(;� 0 0 0 C) Qc< 7 Ckf 1. .I ') . . p� I i 13" PINE . 'OC%0 u 0 �, 1,- 9�)o k�?C Q�oe (A , 11 C' 0 0 0 0 'n 0 0 (P I 1" SEWER AT TIME OF HOUSE LATERAL 71E IN '9 1P 1.1 < .1 00 ( 00 00 0 - - '' I ,. I \Ll\ I — 4 Z-7 < . GATE no OW) 000,0 ' n . — �: N", -0 ,, � - . x A 11 I <1 . ir-5 0 0 C),q,O 0 . . .1. '. . I . . . . . - - - . . .._ . � - .1 - I , ,,, 11 ) 00 ,,Q 0"'o 0 - I . . , . . . < ., .� NOTE: 6* SAN SEWER SERVICE REQUIRED FOR EACH LOT. ". 10" PINE A 10 0 00 0 0 6 49 �.a . .. . .I . .. I . I C\J . I . z 000 Ono 000 000 ; I . . . . - o C 00 REMOVE FENCING & RAILROAD = - 1 4' 16LASTIC FENCE "I 4 a ��0 0 0 C, . - . . . . _____ . <1 A_ ,d 6.9 3' 2 00 ,00<00 Oq G�a I . . . I . :2 . 1 4 .,�.'J SERVICE SHALL BE P.V.C. EXCEPT WHERE COVER IS � 0 0 ( ') o 0 C) 0 . - . - .. . .,.. I ."_ RWISE ,NOTED SHALL BE APPROX. LINE I r 0 000,000:10no oe,)o I .. . A. , , . . .I I I'l'i .11 - x �J 0 00 P0 0 1 . ' . '..,1, , . . ." / 0 0 - 0 I tXISTING t" - DRIVEWAY ENTRANCE I -.,. - � .1 . 6" D.I. 1__ 4 <J ?1? 5:,00�?0 0 I . . � . L . / W I V/ 4 15 N -- -,040 11- OAK I NOCK. & � . - 'I, I ...� . , I . I . 1. , . 41 4 "D , I .. .GR,k5S I ol .�. . 13" PINI� 7K12" PINE 16 0 OVO \ ., . ; I I CLEANOUT DETAIL 4 �' 38.00' < 16 . 0 �07W'1011_7_1 . O�, 4 - , , 0 1 PARKI G ' - . .... I,,, o C? ( 't . I .. " — 0 Ono 000 000 Or . I . I . . I I I 1. . 13 ,11 '70 . N . .., . I . I SE-T 1/2".. IRON PIPE . . ... . N.T.S. 1, I coo 0cloc, C T_�4 . I � (LB(5645). . `i�_, -�": � ,4 ", 'A':1,- �� I . .�, ,` "" ,. � , :. '. � 1, . ";!t.,.,�, !, , j�,.,:� : I -.),., . 1. . 1, ,i'. , I. I ej 4 6 6 � . - I I r.. -4,�, , !;�_�,,-.r, f-,� . -.- I L V, I., . I 1, . .. 11 � <1 . . 0 . .. - .-.., I I � -, �;,_ . I . . 1 (50.00') . Q1 . " . ---- . I..,. .1 �1 1.�,�; , 11 "t,1'�1�4,f',L . I . .:-,� . �- x . ,I - . , ,�,_ -- �_ I '-. . . - , " / - 1, , 4 I— .... . ., 11 . ..,- . — — — . — 'N 16 - -J." 1 +, .. __ — — -__4 7L_ — — _______J V�..S;.,-;�.,,.1�. �V.'11= , , " � ,�,� I . .-J . . I - � r�_ I " : . . I I , \-. " 17� ' ( . I 00 C , . . . .. � . . 111.1 I`;'' I ., .1 7"". ._ k. �, !,. ., I � -, " I .�� 1,,- . . i r; 'A -I.,.- ," �, � . \ FOUND 1/2" ON PIPE < N69'4�'00"V 411 0 1 0 __ 0 .. I- �,.NEW C.O. .. ,- . �_.' . . , I , 'a 61 0, . , I . . .1 :(-� ; :�;.,',,� . ..- . 11�1", - .�, 11 �j, . . . . ,� ;� , I �-�, , ,% ' . R15-0 1 . ,;��p 1:1�:) 1,-�`; "' N . i I I , . . 1;11,, , 1, , 1, 't � ,�� , '�'��.iP 0 L,Aj , . , IV— ,?o , . . . - ;" I �, I , , . - . . I . ,,, ���. . "i . I "'.: .i%�. . 1, .1� ,:, . ,. , , 'A �o, "I , . - I . ." . . . , .. i . . .. '.41�1 1 �:`, . _1i , , . ,. I I 000 00C 0 [9 no . . � ,. , 1 ,',' '3' �', � 04 .. : !, - ��', J . . . I . . . . - ;, .1 �1 � 'I' ' � !, 1i . . .I 1� 7 ' �" 4 .-._. . !,,.�. � '.��...... � ., I . I 1 ,7. '. . , U, - ,� , ,, , , �1�t I 0 O C>O C',0 P 0-0 C, . 8'xl 2' CLEAR AREA � ., , �i_�iyll: ';� ,.., ',�..��_V�.�. '!f ,1,1 ;1:'' I � � " . . 0 - 0 '. . � �'� I 1,�.", - , 11 , . , . ,_ . . ' ' �� �, I .ft,11 11 EX�ST- 1 " WATER t p(PU0,P�P'Foo I � , , 4";1, � ,�,,`� ,',',, .,, . �. . lea'i _,�,;. 1, 4 <J . . cc))4) o�g,00 0 I . . I 1, . � ." " �; � . , - _?_I I I - , - 4 I 4,;...", .."] 1_�11._.� I- � . 1. 11 11-'� 0 6 . 1. , .. . -��V L 'L , _ ". ,,.,.� . - . . . A_ 1. J" _ _11," .�, - "� ,1 S E R VI C,F-,i Cl 0000 00600 . . AROUND 14" OAK TREE . ,. -..,. ..� _ .1 , _ 1, ., I . I . I . . I �T-. W.. _... -_ I I -I", �'�, i. . , -----------, <> V�0 ,C?r3 0c,o 0 C�- I .,. . *., I � ...0 1 � -�',1:4� ,',)'�l .,� ., , '' _,,�,�,i,.�, 4 . " �, .1 " � * . . .. I'' :, ., .,.. 35 -�-q L, , ,�;,! ,I '.�,.% .", .'. �,,�, . -%I 7, . , ,�j I Ci <J " 16 . 0 � 0 C? .. . . I..,-.,. " , .1 .1.I .�,, 4' "; I Q� , /I 9 6-0 o-0 CPO -'6 . C . . 12 "L. 4 I .." � I . . . ,. , . �!�. - i�- li,IL'';- .1. 7 I'll F. -,. �r;�'. 7.-",.1 ;", I,-", ", , '. .. .. ? — — — — — — — . I ... . I . ... . .. 'I, -514-i-t!'." , �:,,� I. ,, I i �.,i".,'..�, 1�, �, �, ,, - — — — 8 W,q — - __qp— 21 - — ,�_ 00 C700 06. — _: — . W — ----i . ,�, . : ,.." #i_,.�'." . "��,Jl . . � I . N�,-V 0 . ... ,. . — 1�1_ . 6 I " � , 7. ': , 1-- ,�'.. ,, . . �.. , . ,, i , A � _ 4,�_ _ --- a-C,?0.2 a., _JT - '1\11_ , . I �41."",�:i"'!,� .�, . I— — ----------- I _� % --.- ...-------- Iv .-', ,�, I rrk,". I A, � �4: : �, . '. I., L, " i, �� ,, ,.., — — N_ (-i_-*� - . - , , �1 I - -x, ., ,. ,"Z,....-� V 4 . - I I :i ''.%. '� '. I "'", 1�11�!,.�44 .*... 1 . 1. �4 :-:, , — 70 - N.- I- -P 1-,.,�'.5�..�,,��,,,,�,,�'m�,,-',! .�,,,,l . ,J;��x - I�,,�.,`,�,� � i 401" . __,� " , �,, I., . , .I I:,I - �,. .... ,,, .... I . _= . I- 2""'t P'- .,i_�I j .... .,,., . "..".. . ." I I,'! , . ,� f . ;,!, '"I . I - I I '. .�114 'r-'-1,;-�'. ,." I � '� I , " 'k"��!i , -;,,' I ?", ... .." ,,".,", , ;'!"" '71 111!��11,�1:'.,�1f11c,!. . A I i � I 1, , I . ,11"t 0 I �, , 4 1 'O - ��—J I k� I . ( � 4�P-4 , 4- 14",, "m � . � I I .*. 0 \' I EXIST, CURB & GUTTER . - �'(k.1. 49 �- I '.1 . , : . 'l.", -, .. a �;",ii",-�V- ." I , � %,. I - - ., . 11... :",*" .,�I-w . . - " ,. Y� zt -1 ." , � ,�,� �,AL6 +1 .1 .9L - ,�,�,!'�f . � . . . ",,�,� 4. C\1 WEST SIX ,--- - , - -, -V �, W!1 r, ::, ,'.i;�,, I . "', ", " .. , I, . �.'.�� I . . x . . ,.� ._, .�,4 " -0 I xllllt4�� ,i�, 'P .. " . I ,� . I— .'A,� I , 1 . �,.,, , . LEGEND: _'.'� EX. SAN. SEWER ;, , ., , . -I ..�.� ey .� 7.1. ''�';';�- � I�,I li..'� , 1. I . ) . . . .?", ;.L %". ,�.,� _ .1, . .. _ ,�"'�,'__ I .I I .�, ,� - . f "" , , I 111, ��3; - V 1 ;1; 6 � ,,�`4.,, �, . -;I,o',��, '!�,-��,3 �'Qlliv?"�,.i;,Pw 11 I ,� tl',� 1 ,7j�; ;,'� " Ili , I �, . 4 , . ,k, 11 ,�., .1. . I I ) ) SERVICE LATERAL .4'. ��-1'.-.1 4,,,I',A . .,-"%..""141 -, I -� . . ... .1.�,-�i.,, �, -,.,�`.� , . P. ". I 11 1� , 50' RIGHT�OF-WAY I I "" .,X,;i "'114-i"'?�W, ; ".0, ..,- � *7 ,?I?I,11*4_ �%,.`�*,.,'- 11 I - ,'",, gr;1�44 , : - 1'�j`�7.�',�i,;,, q*,V4 4,P: 7'- �M 1�.,,' ," . 11 .I ,,_,�,�, "'24,%` , , - .. .11, _ f" ,.1;1 �77 , - "' I . -) j- _.� "" , .�%I ,,",'�,'_�,'.' I I, . - ,- I' " . , . : , , . - — — - ..,'. I . 1� ',:�7.�, , �. , 1� I I I C�l . . ) "'i't " � , �,� N ) 1P, -'4. .tl..-_�- . - , . / 11� " Q A, �,. ". I .I . . ,i�, .;"i jV1;1?'J7,q-4,, .,.4;.��, ', , ., . ,m -, . - I ? ..W � - �_, .. ,,, I . �D _/ & � . _.xN I=X.8 u.j r-% . - I EXISTING SPOT ELEVATIONS ___�__ . EX.8" SAN ."r �41'�J %--'1:A,_ - - Q . --O�.�+f r. Qvrl "'k , .) : I", - --, ��-J t.u .�O%-i.;,* �.J;J; . ,I�'.-".!"', ii'l"�,,,�,�,,, ., I,- , V) ��, ��N , I - -, ",71,,�i� 1, . .. I� .;,;. ,..:mr . ."i I I ,A-r,-A F"i-,""'.- i,""".";e, �,11 " ,.,, i-- �"'I " - .,." , � . - , 4" , - , , , �'I'�A , �I . 1 .11,-�,, FOUND PK HAIL IN . , 1. _i, f�N- . �'., 11�1 " .. - . I , . , _1 '.� W ..1A ..-. , , - "+, 4'1 .7,jF1,; , 11. .,Ni . -�%�% " .., �, ,. ., , �;* , i .0 1 77--,��i - Ld 77r*P,4 flvnw-�!-mi. ' . ,,-- AWA � . � 4 - I I_., C-) ASPHALT AT GENTERLINE . �,.;.. . .t A�,�� I i�;:�'. I I- ,i.", , ,%,� � Z, ,� 14 I . = .-4(-- *,fk , ,�, � � � . -I'A ro"kik'" . . I, ,* . I � e . ��-*,X,�., !�-, I:.0'1`�1111,� , 't, 'I, - ,,�,N'I*, - N .1�-;;4,; , , A -41 --.�� I 1_wl�l �, , �_z�,q ,�, ."', I , ,_ � . ��,,:� . EXIST. ASPHALt PAVEMENT ".,0,,", , ;-..P�,) I �!, 1, ',�,, 4_1% '6 .. , . � S*, I I I ... -4 I I' 11 1411 . . '9.."l ,11, li -� 1��,,,,-.4 �i � . . . ,;k k,..,,;, , . . . , , " - . . . I < ;:;:'S',. ,.I ..7�� 1 .- f. , It t .�I� ."""",4 i.� . ry . 1 ,, 4 - . � , , ,,"a',', �, ,� %, I . ,I . . 1,��, ,"x. ,, t ,.,;���, t IT. �,',_,�'.,-J -�, ". ,�!�' �, _ - , . NEW SPOT ELEVATIONS _�4, - , Z '.TW.I .�, .�,k."�.;:-m-,77 - 1� __�,_:_ ,.t�,,�, .i I -.1, lft,'A�14. . LL_ ,.�!m - i't�', -114 : , . . . . 7,7,�, �*k-1 -"�_','�'4. -F,. ,,,,,, ` , .��T . "-,,AL, ; , �, , 1. a. .;,.", ., , ; " , ._. , ,*:;i._�. , -. W"1, - , - , ,�'il�17,, . . : , Iry 4.. "..,.T�.,��. , . I ".. .-" .1'.� � )111. .. ��," , 1;., " I , 'I � -�!t I . , - �_, Q4�4�_ I I , �� _ �,�,zj,. I , j: ", . ,,,, .,-4,;.I . . "�._�- . I, L: 0\�,_� � ,.- .. . I � I .1 - 1,;� -I A" I ,1 N It), ; S _,,�, �#�il . 1. , .,� , , , �Z4`, .. .1 -111 .''. � I I i 7-if , ,,," 11 - ' ' ', -1,i I"Ill . i Kld. , ..% I ..,��, � . ,��V, , . ; , L,.';��! ;':.',, -,�'��.,`7. ,; , , , ,��,�.J,j . . I . . W _," , .L :",,,, i ,jP* _,� .,�,` -J'A �'i W .� � '? . .L . � , - . 0 1","., . ,;71 t, i, _ - -,, . �S. a I ft .1 . �, ". ,;71 t,.,I '. �., . . , (n I . I — . 11 . , . . 54. ,.� t!: ,24,� - . =) — % . br�,'.,_�_� li.-.�,;7,$I ;F,..�,T,-,4-�,N,,,,.�--.J -------- -- , I . , ,,�w! �r 777 F, :,�, ,,_-, . ...i... - 04� " 717", �7�,. T� .." ,- A �� .1�,:-,.,., � .�,��' - ,, " �,%;�A . :" �f'_ . 1 . - .. - L-;,:� ".-�4..,s"1 ,� t; .1 i -=`�W��,�., '*,,1Y�'.4,t, ,`1 .,Z 'T� . I I , *1 1 2" PINE EXISTING TREES I . �_�, .IL . , .",�,�.�,,41 9 �,�.,�� . . ;�;�1.,' A,14� " � . . , . , �' -j"Y�. ,. - " '.. . 7. 1 1,���",*',�,��T -' .�A�;�, 51 ,, . . I'' .I " I - " ,�,'A�,'.',,, .�. I . ", c .,��1,rll �_�wk,,.��,-,�,Tm ,�,� " 60,,,� 0 , . .. , CD 7-,I..,;i�- X m1malm L, � �� . , -,- ,� i ,]!. ,q :,;��*-,, , , - B . . , , � ,� - I � 1, ._ #,-�,P, ,. ist Ch � - . , ". � �, ;x,'.t�',,*'t��l � , ._ ,Jiji'�,i'�.= .- "7 4, b.,,�,:j�,, , ,.,. � � _, , - "'71 -,', - 0;��, - , . "L . ji I v�- �'� ,,,�,, , ,. . ,, - i \�_ - ,,��"",�;--,, ,4,3 i',�v, 11,� !%�.�T.'i.i �� . I ��,?'q "I � - .! 't.1"_ ," ". . � . . . , " ,� , _ ' �?'4�-`T,J-,,!�J:",fj:� --4L:_,,,,1 .,!,� . I `�J .. ,�'_ ,�i',jt,",j,""�" -4,.", . CONSTRUCT NEW %,��_;,, ,- , , . . . :,�, ". 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IF` '' ; ' �' '* '� I , i. ., �� � " -'�'-' 1, , ,'_ ': ''. � V.. � . , " -1,il',;�,� �� "'.1 ',�!: ,T ., .1 : �%',.��'.,,,,;C I ;1 Ly _,� I I .. 1 F I . , 1i . , . , ' ' ' . `� .L,f-4�, "T-,�:.i"1_.,.;.,,,.�% . � " " -� `:P�`�Ikl � - . - �' � ! - . . -, . "k,",fi.I 1'�i . " " .. , . , ,".. , � ... I ".. . � , , ,.9 , ' -1- � I , . ., �C, Y�i, .�, ,�1�A,�� ,x""',"�W,Sk,,,"� ,,� �" ,uj., J,%, ,ii L,44,'��,�.0'.',;"�,.,, �, - Pk , � 111�;,_� T .�,_ � , " ,;� ".1 .. " 1,�,,,;: : 1� - , .,-,.? . �' , . 111. . I I - Aimlvl . - , . - L , I � . . .. " , . . I . "" - , 1 W'�; . .e,!�, a ,� ,'�V ,." 9" ,�J.J� e ��, �, � I . . . " "' , ,�'%� :,,"' , , ; , , "; ,;,%,, �� , , ,#� 1�� �;" �L, il NOTES: A. CLEARING 4 EARTHWOF�<-- C. CONCRETE PROPORTIONING: Cq 1. TREES 4 VEGETATION WITHIN THE AREA AFFECTED BY THE WORK SHALL BE 1. CONCRETE SHALL PAVE A STREW_aTI4 OF 3,000 PSI if 28 DAYS WITH 5. SLUMP TESTS SHALL BE MADE IN FREQUENT INTERVALS AS DEEMED REMOVED 4 DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS. AIR-ENTRAINMENT OF 6% */- 196 BY VOLUME AS DETERMINED BY ASTM C-113, NECESSARY TO ASSURE PROPER WORI<ABILITY OF THE CONCRETE� I CONCRETE MIX SHALL WAVE 6-5 TO 10 SACKS Or- CEMENT PER CU51C YARD r_� 2. EXISTING SOILS 4 FILL MATERIAL $14ALL 5E COMPACTED AS DIRECTED BY OF CONCRETE WITH A MAXIMUM WATER-CEMENT RATIO SUITABLE FOR THE 6. ON EACH DAY TWAT CONCRETE 16 PLACED,AT LEAST FOUR TEST CYLINDER$ SWAL4 OD >ETE1;T1INED ULTIMATE 28 DAY STRENGTH SPECIFIED. TO CONTROL MICRO-CRACKM, BE MADE,TWO FOR A I-DAY TEST AND TWO FOR A 28-DAY TEST. TE6T CYLINDERS. THE SOILS ENGINEER TO 9r2% OF MAXIMUM DRY DENSITY AS r BY LA50RATORY MODIFIED PROCTOR TEST, ASTM DESIGNATION D1151, METHOD A. FInERMES" REINFORCING SHALL BE ADDED To THE CONCRETE MIX SHALL BE MADE AND CURED IN ACCORDANCE WITH ASTM C-31,AND CYLINDERS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SHALL BE TESTED IN ACCORDANCE WITH ASTM C-3cl 0 3. PRETREATMENT FOR TERMITES SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL PEST CONTROL ASSOCIATION. 2. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 3 INCHES 1. CARE SHALL 5E EXERCISED IN BUILDING FORMS,V15RATING THE CONCRETE AND IN AS MEASURED IN ACCORDANCE WITH A8TM C-143. REMOVIWj THE FORMS 60 THAT ALL SUWAC58 WILL BE SMOOTH 4 FREE OF HONEYCOMB. 0 5. MATERIAL5: D. CON5TRUCTION PRACTICE: 5. ANY SUIRFACE DEFECT 6HALL' 512 PATCHED WITH COMPACTED MORTAR WITHOUT U N ANY STREAKS OR IMPERFECTIONS. THE STRUCTURE, WHEN COMPLETED, 1. CEMENT SHALL BE TYPE I OR 11 PORTLAND CEMENT COMPLYING WITH A5TM C-115, ED TO THE SITE IN REVOLVING DRUM TYPE SHALL PRESENT A NEAT AND UNIFORM APPEARANCE. 1. CONCRETE SHALL BE DELIVERE 0 2. AIR-ENTRAINING ADMIXTURES SHALL COMPL'T' WITH ASTM C-260, TRUCK MIXERS AND PLACED WITHIN ONE HOUR AFTER THE INTRODUCTION c�. CONCRETE FOR FLOORS SHALL E3E GIVEN A LIGHT BROOMED FINISH FOR SAPE FOOTING. 0< . 3. MAXIMUM 51ZE OF AGGREGATE SHALL BE I INCH. OF THE MIXING WATER AND CEMENT TO THE AGGREGATE. IoA M I EMBRANE CURING SHALL BE USED To AID IN THE HYDRATION OF: THE CONCRETE io� 2, ALL STEEL REINFORCEMENT SHALL BE ACCURATELY PLACED IN THE POSITIONS SWOUN WHERE No MASONRY COATING 18 To BE APPLIED. 4. WATER FOR MIXING CONCRETE SHALL 15E REASONABLY CLEAN AND ON THE PLANS AND FIRMLY WELD DURING THE PLACING 4 SETTING Or- THE CONCRETE. FREE FROM INJURIOUS aUANTITIE5 ACID, ALKALI, OIL, ORGHANIC, BARS SHALL BE TIED AT ALL INTERSECTIONS EXCEPT WHERE SFACIW_3 16 LESS 11. LIOUID MEM51RANE-FOR31ING COMPOUNDS SHALL MEET!TPE REQUIREMENTS OF 0 w IMPURITIES, OR OTHER 5UE55TANCES INJURIOUS To THE MIX THAN I FOOT IN EACH DIRECTION WHEN ALTERNATE INTERSECTIONS SHALL [BE TIED. ASTM C-30Z. THE COMPOUND MAY 15E CLEAR (MAY CONTAIN A FUGITIVE DYE), 5. FIDEIRME514 REINFORCING SHALL BE THE PRODUCT OF FlaERTIES14. 3, STEEL REINFORCEMENT SHALL HAVE DISTANCES FROM FORMS MAINTAINED BY MEANS WHITE PIGMENTED OR LIGHT-GRAY PIGMENTED. z 0 (b. STEEL REINFORCEMENT SHALL BE DEFORMED STEEL BARS OF STAYS, BLOCKS, STAYS, HANGERS OR OTHER APPROVED SUPPORTS. 12,MMRANE COATIws SPALL FWIAN MBF4XEN LNTIL T;E 14TH DAY AFTER CONCRETE PLAcEMEKT. CCNPORMING TO 45TM A-615 GRADE 60 NEW BILLET STEEL. 4. IMMEDIATELY AFTER CONCRETE HAS BEEN DEPOSITED INTO THE POS116, IT SHALL 51�E 13.FOR15 MAY 5E REMOVED TWENTY-FOUR HOURS AMR THE PLACIW3 OF THE CONCRETE. 28" SHALL CONFORM TO A5TM A18D. COMPACTED BY MEANS or- APPROVED MECHANICAL V15RATION APPLIED INTERNALLY 1 WELDED WIRE ME A SUFFICIENT NUMBER Or- VIBRATIONS SHALL BE PROVIDED To PERMIT COMPACTION 5. MEMBRANE WATERPROOFING SHALL BE -006 GAUGE POLYURETPHANE. OF EACH BATCH OR LAYER WITHOUT INTERRUPTION OR DELAYS IN DEPOSITING. w V) 1,_ 0 W 1-09 (Vol-01 (00 n- C) LIGHT FIX1URI-= 1-04 r 20.-on 1211-4N 20 -011 Cq 4' 20 4 30'X36' CONC_ FOOTING MIRROR, 2-05 DIAGONALLY Q HE�F_ GRAB BARS CIA IN5UL TE ALL F IPES 12'x 2 0, GONC. I TYPICAL -40 7 GRAX)E 5EAM W1 2*5 TYPICAL 3 1 -0 2 21-01 31-71 L CONCRETE FOOTING t 0" O.G. EA. WAY 14'-O*x I-d'-O' 5135 ELEVATION OvERHE14D DOOR I CONCRETFE FOOTING 1 2-#5 DIAGONALLY 4" CONCRETE SLAE3 W/&x&-W1...4xW1.4 WWM > ON WTFPffRP- MEM51RANE 0 NOTEI 11REFER TO E3UILC) INn Z__ . ,C . 0 0 .0 I`--1,4NUF,4CTUfREI`R'5 14'-O'x k.'-0' 558 0 FofP, E�A5E I=L,4TE 4 4NC�401R OVERHEAD DOOR 21- (p E30LT LOC,4TIONS 4 SIZE5 CONCRETE FOOTING 2-#e) DIAGONALLY tu JU 0 P12 t: Y-0'x -110' 5155 STEEL CONCRETE FOOTING WISAFET GLASSLITE *5 'm all O.G. EA, W14Y -7 1-00 -11-611 12'x20' CONC. 1 .09 LU 3 2 - m :2�__7 \!� � 20 GFzD_4C)E BEAM TYPICAL LDETAIL W1 2*5 TYPICAL MEN WOMEN + 0 0 J -V -p F-1 :3 6CALE 3/4" Uj> w Ej IT CONC. r-OOTING FLAN < 0 1 C3 -au 20'-0 113 -as <4 11 2-05 DIAGONALLY -2 M FOUN�:) ATIO� FLAN T*Nrf= IGAL TOILET FLOOR FLAN 6CALE� 1/4' V-1V 5CALE. 1/8' V-0' 30 12 12 CONTINUOU_t STEEL GUTTER TOP OF FRAME TOP OF FRAME TEE 0 SPO IT :)0, 5POUT, INSULATED 5 TEEL PANEL INEAULA ED 5 rE S L FAN�il_' C14 C14 cli )L C-4 C14 rT E rO r LL� TEEL CM OVEWEAD OVER�EAD I DOOR DOOR �c W1 IWE P LLIL TOP OF SLAB 5LA5 TOP OF 5LAB TOP OF r CO ill--L --i - - I I - - L:C_ . I-------- FINISH GRADE FIN16W GRADE FINISH GRADE CONCRETE CONCRETE 9PLASH 15LOC-K SPLASH 5LOC:< DATE 5OUTH ELEVATION NORTH ELEVATION EA6T EL- EV. ( W'��57 -ST-11LAfR) SC;ALE: 5CALE. l/V 1'-0* SCALE- 115' V-0- REVISED FILE NO. RECEIVEIr) SHEET LE F E, AIA MAY 19 1998 1 1s%1T ID 1E x r-r 0 ID IR_Lk w I PST (7:39- s EG 03 City of Atlantic Beach 0 a Building and Zoning 1 PLANS cSc ELEVATIONS OF 3 2 [D ETAI LS ------wl q5 Nsl '�h a, Wes to 12 0 04 04 J . R-13 IN5ULATION Ld WIPLA5TIC, FACING -ION R-13 INSULA1 > W/PLASTIC FACING 0 ly w 0 y > 04 to CONTINUOU5 CONTINUOU6 5TEEL GIRT 5TEEL GIRT CONTINUOU5 CONTINUOU 6TEEL GIRT 5T -=E:L GIRT uj 0 CONTINUOU5 �c CON-TINUOU5 6TEEL GIRT 5T: rz L (2;1 RT IN6ULATION R- 3 IN6ULATION W/PLASTIC FACING W1 LA6TIC FACING '555' METAL 55, MEET,41- EUILDING - 5EE 5UILDING - 5EF- MANUFACTURER'S --> ANUFACTURER'5 tu DRAWING5 RAWIN(Z36 4' CONCRETE 6LA5 4" CONCRETE 5LA5 CONTINUOU5 W1(ox&-WI.4xWI.4 UJUJM CON'TINUOU5 W1(ox(o-WI.4xWI.4 WWM DA.T.E 5TEEL ANGLE oN WTRf=,fRF MEMBRANE ST:=-E�L ANGLE ON WTfRf=fRF MEM5RANE 4L-)4/2 2/c-�a REVISED 0 4D 0' -0 0 ci a 0 .,c) 0, 0 . o 7670-0 . 0 . - 0- -o" o-'. . .o 0, 0 0 o .0. .0 'o 0 .0 0 0, .0 0. ..41 "c' 0 .0 A WALL 5ECTION 0 - WALL 8ECTION 0, 0 -,Q�: A 0, .0,., 5 FILE NO. 0, 0 0 0 -6 . .0- 2 .0 .0 41. 1 0, 0 .0, (i) m 1-01 0 3/4 1 -0 rF 3/4 1 SHEET OF 2 45 ") 14�) a. L�cs+